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Home My WebLink About47267-Z =-- �oS�F��t p Town of Southold 2/28/2022 t, P.O.Box 1179 ca ., 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42874 Date: 2/28/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 18575 Soundview Ave., Southold SCTM#: 473889 Sec/Block/Lot: 51.4-12 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/3/2019 pursuant to which Building Permit No. 47267 dated 12/27/2021 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: additions and alterations, including recreation room in basement and rear entry deck,to existing single family dwelling with four bedrooms as applied for. The certificate is issued to Orlofsky, Sam of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47267 1/20/2022 PLUMBERS CERTIFICATION DATED 2/25/2022SF Orlofsky oriz ignature o�osu Fot TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 47267 Date: 12/27/2021 Permission is hereby granted to: Orlofsky, Sam 440 W 21 st St New York, NY 10011 To: Construct additions and alterations to existing single-family dwelling as applied for.Replaces BP# 44320. At premises located at: 18575 Soundview Ave., Southold SCTM # 473889 Sec/Block/Lot# 51.-1-12 Pursuant to application dated 12/27/2021 and approved by the Building Inspector. To expire on 6/28/2023. Fees: PERMIT RENEWAL $727.60 Total: $727.60 Building Inspector TOWN OF SOUTHOLD �s BUILDING DEPARTMENT i TOWN CLERK'S OFFICE V, o SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44320 Date: 10/22/2019 Permission is hereby granted to: Orlofsky, Sam 177 9th Ave Apt 5K New York, NY 10011 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 18575 Soundview Ave, Southold SCTM # 473889 Sec/Block/Lot# 51.-1-12 , Pursuant to application dated 10/3/2019 and approved by the Building Inspector. To expire on 4/22/2021. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $948.80 CO -ADDITION.TO DWELLING $50.00 Total: $998.80 D di&I ctor Form No_6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1_ Final survey of property with accurate location of all buildings, property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5_ Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. o&-A 3 o/q - New Construction: Old or Pre-existing Building: y (check one) Location of Property: �d 7 �d��` 41 ` House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. 47vu Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Tempo rapy�Certificate Final Certificate: (check one) Fee Submitted: $ 69 Applicant Signature Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, �t ► �� S Vresiding at I�1 q I"\ Ave (Print property owner's name) (Mailing Address) do hereby authorize (Agent) �— to apply on my behalf to the Southold Building Department. (Owner s Signatur ((Date)/ S L-0 (Print Owner's Name) o�*pF SO!/jy�l Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q sean.devlin(a)-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Sam Orlofsky Address: 18575 Soundview Ave city:Southold st: NY zip: 11971 Building Permit#: 47267 section: 51 Block: 1 Lot: 12 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Promaster Electric License No: 59226ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey X Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 71 Ceiling Fixtures 4 Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 5 Wall Fixtures 15 Smoke Detectors 6 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 70 CO2 Detectors Sub Panel 100A A/C BlowerU Range Recpt GaS Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 4'LED Exit Fixtures Pump Other Equipment: Hood, Oven, Fridge, DW, W/D, 200A Panel 42 Circuit/ 32 Used, 100A Sub 30Circuit 25 Used Notes: AS BUILT NO VISUAL DEFECTS " Whole House Renovation Inspector Signature: Date: January 20, 2022 S.Devlin-Cert Electrical Compliance Form Val, 1 a its! ivy so 3 t Ill ° �76q e' jJSAW .G'tl[j'¢J.ge�4 ` ®�" AM LX -i 1Ave, 9 JT, C z e, VA w . } « ° u -it lot A W7 007 1 AP, o Who 41 p { F� 2114 �kC414 d g 9 e n j 5{ at,66 We_ier .. a s rp ly systema 11 SkytonASk YM S _ a71 l Sagu e, Ac . g k [- .JOAi�,tp�§F�AZI'Ck' � v[�by dt AY PO¢¢LkSm��yyLwMRAM�YY Y�iT75�\ 564 sf 3` Qu�l�fi ei�Kn Richtnt�rti.Gco c�unty MA . gyp. ,r VMS to Y; „ ° k � g. SOUTyo * * TOWN OF 4S OLD--BUILDING DEPT: 1802 INSPECTION ' [ ] FO ATION 1 ST [ ] ROUGH PLBG. [ ] P UNDATION-2ND . [ ] INSULATION/CAULKING [ e.] FRAMING FINAL [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ]` FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL'(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: - DATE INSPECTOR Of SOUTyOIo .TOWN OF SOUTHOLD BUILDING DEPT. co 765-1602 -INSPECTION [ ] FOUNDATION 1ST . [ ] R GH PLBG. [ ] FOUNDATION 2ND [ NSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] -ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: �c �dl ro�i� —tit)a avi . DATE INSPECTOR �` fy J A#4 Y�ii 7 �� OF So�,yolo Li!-i 3 2-0� ��s7S `✓ # TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) KA ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 2 A AJ JAISO N G � lap DATE 2 INSPECTOR ? r �O�aOF SOUlyolo � IZ t rvw # TOWN OF SOUTHOLD BUILDING DE `ycnurm��' 765.1802 INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH-PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &-CHIMNEY ` [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/1O, REMARKS. I r . DATE d � ��'y_tf° � ` �° "' '-- sINSPECTOR Maria Berman Berman Horn Studio 461 West 153rd Street NY NY 10031 www.bermanhomstudio.com On Feb 15, 2022, at 3:44 PM, Jarski, John<johni@southoldtownny.gov>wrote: Okay for c of o. From: Maria Berman<maria@bermanhornstudio.com> Sent:Wednesday, February 9, 2022 9:44 AM To:Jarski,John <iohni@southoldtownny.gov> Subject: 18575 Soundview Avenue corrections after inspection Dear John, I hope you are well. Per our conversation at the inspection of the above property on 12/22/21, we are addressing the issues noted in your remarks from our CO inspection, We have addressed all the remarks, and have attached images to this email showing the corrections/changes. 1. 4" spacing on Guards and Grabrails Req. All ext. decks and stairs: Added, per photos attached. 2. Guards and Handrail to Basement: Added, per photos attached. 3. Install Egress well ladder: Installed, per photos attached. 4. Two relief valve extensions on the water heaters: Added, per photos attached. 5. Plumbers Lead solder certificate: this is the only outstanding issue. Mark changed plumbers during the project and the current plumber did not do the rough work. Can the home owner submit the certification via affidavit? 6. Electric Certificate: Completed, please confirm. 7. Owner Affidavit for Gutters and Leaders: These finally arrived and were installed. Photo attached. 8. Storm Shutters: The carpenter cut these to size and labeled them, photos attached. Please advise on the solder certificate, and if anything else is outstanding. The homeowner is very anxious to receive the final CO so they can adjust their insurance policy. Thank you!! Maria Berman Berman Horn Studio 3 461 West 153rd Street NY NY 10031 917-664-6013 www.bermanhomstudio.com ---------- Forwarded message --------- From: Maria Berman <mariagbermanhornstudio.com> Date: Wed, Feb 9, 2022 at 9:17 AM Subject: 18575 Soundview Avenue To: Maria Berman <maria e,bermanhornstudio.com> 4 a, FIELD INSPECTION REPORT -DATE COMMENTS FOUNDATION (IST) H -------------------------------- FOUNDATION (2ND) W791 7e AWV1 nv� o N l ROUGH FRAMING& PLUMBING .r INSULATION PER N.Y. H STATE ENERGY CODE .y 12 — C&jor dc v4wv7ul A�eid& FINAL t/Q SL 1h1� tT'� . hyo ADpiTTbN4 CO MENTS . L d 0 20 Da GI S c ta L h� , s x d Ul a _ > � a � \ d,\\� ��\ § . � - \ � \ � . < � � , , . . . y . w « « � .d , y . � \ . �� ƒ\< , � : a /\/ . . < yw °�} »» ® �w®� �:w � y�} K� \ � . � �\ � � / \}�<�\\��\��/��\ \\ Q a� V w !fi �p ri a S e raS' 8 a s - i � 3ry �U 8' K �A y s 9 -:j � w �� III IAI fi Z-' .K Vy _y .y F PF �k .t 1 I m w 7 q T IN � 31 411 " rrRR� � f Se � i ' IWA� .. ................... M " k j� 13 w S 6 � t q 1Ysr `i�E+ m� x2 14 w � cd S�r'e d d: .d �ro.4 3�.eeb'aa'_ d 1� x �.� .. .` § .., '. •z �,4 15 met - « �} �} �{ �( 9� d >H' 1 io i O mr � _ As 15 S� a K S4 19 3 LS ' Y � r v ' 18 a a � a � 110 Ilk I 'Ery ! ,Iy }I PPI; 4 rC F Y x' f A £"' ) d cry _ 'rP F "'M b Fw r� TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST ' BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey S_outholdtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved20A Mail to: Disapprov4a/c Phone: 31— )-77Oq3 Expiration 0 20 l ��- 1V t r--7 i j t ' Building Inspector OCT - 3 2019 , APPLICATION FOR BUILDING PERMIT Date �e� a .ted , 20 9 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. /4,x (Signature of applican or name,if a corporation) S7.S- J-C)'J-,oVj<,, 6,(- (Mailing u(Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises 1164n or /0 fS l<y (As on the tax roll or latest deed) If applicant is a cotr. oration,jignature of duly authorized officer (Name andttit-16 f_borporEate officer) Builders Licene�nlo'.'} °ltcs' �tl; s:Exit, ;,;. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: c-Co,- ,Glcl rte. //9 7 E House Number Street Hamlet County Tax Map No. 1000 Section 51 Block Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of workcheck which applicable): New Buildin Addition Alteration ( g Repair Removal Demolition Other Work (Description) 4. Estimated Cost YO 0( ocx) Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated fl 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V 13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES NO 14. Names of Owner of premises OY'lo i",rl Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. s 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE UIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical dat:::�7. 18. Arethere any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, CONNIE D.BUNCH Notary Public,Stag of Now Vo* (S)He is the leo.01BU6185M Contrac or;' gent, Corporate Officer, etc.) Qualiffed In Suffolk Gooty COM- d ISS[on�:Xp acn.Anfrq 14,2 oZ of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swornto efore me this " n� � 3 day of 0 )��P�( 20� Notary Public Signature df Applicant -a ��°S�` � ST�O�]E�I��I WA\TJEIR Scott A. Mussell SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 `� 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold 0� CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOLES TI US PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No E] . Clearing, grubbing, grading or stripping of land which affects more ❑than 5,000 square feet of ground surface.Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. E] C, Site preparation on slopes which exceed 10 feet vertical rise to ,_,/ 100 f eet of horizontal distance. ❑[3 U. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. ite preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. • 101F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. JI If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department witFyour Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor.Other) S.C.T.M. #: 1000 Date: d,� District NAME: Noyl. a- -1 _1A CV :p-0 Section Block Lot FOR BUILDING DEPARTMENT USE ONLY**'* Contact information 63 1- d%- v 13 � ,Tckphm N" I, l Reviewed By: — — — — — — — — — — — — — — — — / Date: Property Address / Location of Construction Work: — _� Approved for processing Building Permit. Stormwater Management Control Plan Not Required. E] Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM 4 SMCP-TOS MAY 2014 SUFFO��- ILDING DEPARTMENT- Electrical Inspector h�0� COGS L < TOWN.OF SOUTHO,LD C* c� '��-�To ail'-Annex - 54375 Main Road -'PO Box 11'79. o • ��C" �F�. Southold, New York 1197170959 y?jal g�ND�s 3�` elephbhe (631) 765=1802 - FAX (631) 7 65-95d2 �o� rogerr(a-southoldtownny.gov - seanda-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: D�- Company Name: Electrician's Name: o . License No.: 'gZ,Z 6 Elec. email: Elec. Phone No: g 62, L ❑1 request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: ;; OV10 �5 Address: SOAld (`l U Cross Street: Phone No.: Bldg.Permit#: - email: Tax Map District: 1000 Section: Block: I Lot: c�-- BRIEF DESCRIPTION.OF WORK, INCLUD RE FOOTAGE (Please ri ary Square Footage: Circle All That Apply: Is job ready for inspection?: YES NO ❑Rough In ❑ Final Do you need a Tem Certificate?: ❑ YES ❑ NO y p Issued On... Temp Information:. (All information required) Service SizeE11 Ph R3-Ph Size: � A "# Meters Old Meter## ❑New Servicer-1 Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals F11 2 H Frame =Pole Work done on Service? 0 Y N Additional Information: PAYMENT DUE WITH APPLICATION f DD PERMIT# Address:- ` ' l W� Switches Outlets x G F I's 1" Surface,.111� Sconces. UC Lt' �Z Fans .. .: . ...., L Fridge _ Exhaust . .. .. . .. :. Oven Smoke 4 ;. DW Mini Carbon. .. . Micro" '.: ` erEerafdr Cooktop bran fer s Combo :.AC AH Hood I Service Amps av WP .. special:.. : � ..... - -• .. _ _. . . Comments: T ``. ' CAP- tven s, . C--4- 71. na kv f` G-j(e ;OWQI-- 7 Glenn Goldsmith,PresidentTown Hall Annex 54375 Routs 25 A.Nicholas Krupski,Vice President . P.O. Box 1179 John M.Bredemeyer III Southold,New York 11971 Michael J.Domino Telephone(631) 765-1892 Greg Williams + * c Fax(631) 765-6641 BOARD OF TOWN TRUSTEES ® TOWN OF SOUTHOLD V LLS August 23, 2021 AUG 2 7 2021 D EUTL DrNG DEPT. :Patricia C. Moore, Esq. TOS OF 50IITR®ED 51.020 Main Road Southold, NY 11971 RE: SAM ORLOFSKY 18575 SOUNDVIEW AVENUE, SOUTHOLD SCTM# 1000-51-1-12 Dear Mrs. Moore: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, August 18, 2021: WHEREAS, Patricia Moore, Esq., on behalf of SAM ORLOFSKY applied to the Southold Town Trustees for an Amendment to Wetland Permit#9638 and Coastal Erosion Permit#9638C under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated June 9, 2021, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory. Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found to be Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, t J 2 NOW THEREFORE BE IT, RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Permit 9638 & 9638C for the restoration & revegetation of 12' x 80' area on bluff due to work on bluff. All disturbed areas to be planted with cape American beach grass plugs at 12" OC with additional 65 cy of clean fill to restore area.Proposed coir logs (@107') with 20 cy of clean fill at the top of the bluff, plant with native vegetation and graded landward of existing bluff to direct all drainage to proposed drywells. Establish 10' "non- turf vegetated buffer' landward from top of bluff; existing staircase will be cut back to new grade and 4' platform from end of stairs to level ground, as needed. Proposed drywell to capture roof runoff and surface runoff prior to reaching top of bluff and running over bluff; restore hedgerow on east and west property liner, c s�kr icfi-A? baseme i �( 0'wide x-4.8 cte -to-exJsting foundatio, 'a— y-wit ucld,rr.g code (bu.�ldirg }�erra ,it#4 30� er construct existing-rased patio�tinaiimensica.ns� �14(�` 25') and.-(8'X-8~)�i:d_resu nI�PE�Ie�k'.�g; remove retaining;blocks from-btuff�area; d ana s.depicted on the site plan prepared by Jeffrey Patanjo, last dated August 16, 2021 and stamped approved on August 18, 2021. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) This is not a determination from any other agency. Fees: None Sincerely, A Nicholas Krupski, Vice- President Board of Trustees ANK/dd APPROVED BY BOARD OF TRUSTEES & a TQWN OF 6OUTH,OLD LONG ISLAND SOUND � .•_ �- DATE A a w mHa ar wumH a A �� _ �� •�r baa„�SaL�ION.w �� — ;s3` sy�� soc ar H¢am muv. Hamm mw Ions.�/m n aF �E uo NHNrt amna snm �f � A'-'�>:a�-a-^>rt�� t:' � .f�,s `x-�carA+c psumm ws�m cve avow a aasrwc mar.nm oo.N mar M Sr[Iw,m1 r� `.c L " m1"�'Ii IHI°G umc'�omun,m�i�rr'A w ra aro¢ nrma>m C t. Cb�r1,C O L H' iblPa,111'r MoelY,v]iesn[s]to fi 9 O Faaea WRiAmI w WfN,C IXMee DE... 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" I I rqt®Ib V rad Runuolr StAHUTAIgII FAm14 mIMNLpUS Wp{Va Ci YttIn06 Ai A ownwir un oN[[n R�[rNwr mwrw'w<nr rHMz <. ib <..�+ eFAM _ WN 1 EYBEDIIpIf wo [ —la A? `T' 6A SECTION A—A • ... ... N:TS. s• pIM,E - ,` Soli I ,,: u1D d ToWq <.''... � Boatxl oi'Tiv`sYses NOTES: .d4 e]�1'R pm7L15L °97?Z21" I�QyES SI A`4p' I. LOT AREA: 33,037 S"F„/ 0,758 ACRES e PROPERTY OWNER PREPARED BY: 2, PORTIONS OF PLAN FROM SURVEY PREPARED BY; / SAM ORLOFSKY JEFFREY PATANJO � 5�'D. FLAN,>LOC.4TIQN d{Aj�.;t2 tz=pa 177 9TH AVE..;-.APT 5K P.O. BOX 582 &•TYPICAL`SEL"TIQN io�z°b. JOHN GF.RD HEIDECKER, L.S. / � NEW YORK, NY 10011 BOHEMIA, NY 11716 4 22 42 CROWN STREET, KINGSTON NY 2019 631-484-9332 78573`SOIINLvfBtt dv&MI6; 2 �4 ?� i' SURVEY LATEST DATED AUGUST 9, 2019 O� JJPATANJOOGMAIL.COM SOUS ftOtIL TOWN OF S6U')w ;WJT bIC CU!ll1TY ',t'AX XAP N¢:;TOQO 6f=;(=.:f.2:: SIFeTi MASI '.FAOSION KVMM UNE RESDENCE 40 .' D(6w RETAINING W 9L TO RUM 6's OMDE.ro BE 4EGM`W1TH .:" .. PRM,APPROMATELY 730 CY Of,f JEAN SANG FILL . �`..:. ... FROLF UPLANDSOURCES FOR.TLUFF. -NOURISHIEIR-. e Y ... ED 6'TALL.RETNNOiG WQ.L'I WAGE 20: hYPOL 00 TOTAL-:LO'MR IS IN AND b. D.2 ARE B,B'-CG':lYOFA) ..- I6 PROPOSEO"NML Bt! WTTH ViNTL AULNHFADRENFBR TO BE%ICED'LANDWAD ETRTNC STORY LWNOm.BIILRFI ',IOACMTNIN Y W.FI Sn PROPOSE)sYNRs TO'' 'SEE.SITE PLA FOR DACT LAG O -------------- : ODf - PDFPR?Rf]YB$,pRhIL�IFD ,DOLIOEO nuBER BULRNEAD _. AND ALLr#71U81P6®16 i -10 100 150 200 CROSS SECTION THROUGH BLUFF 38„ 16't TO FIRST SOFTHRE ;r+.;:.RETNNIN„OWN:L.TEARACES ;' PR 7IMEER TOP CAP PROPD' O S 8 CLAYP PROF'GOFD 75D CI CLEAN.SMO BACKFILL .t 6 CG FOR,BILR[; TDP k BOROY WALE P •S 0.UPPER;WALE CTF IIID�,,.ly U V I{ t� OPOSED TINDER TOP GAP �� -••�' PROPOSED HEL AL ANCHORS PR (rMM FOR ALL RETAINING WALLS) - \ 1 E}, j I�E�L 1 PROPOSED 12'LONG NNYL SHEETING � ,c L �, t !' PROPOSED 8'0•12 LANG P6�1P-+-- +`'' fi,4y To MIWIE g•9CCA ( _ _ .:. v. .._ PROPOSED B'TIP LG WALE '3out T0l0 -in LAY-LOG.PRE,. Board DI:TFUST0es PROPOSED 8-TIP CG.PILE 6 O.C.8'LENGTH.BOLTED TO . LAY-LOG WITH 3/t' ,Oy cuvNHffD iHRU-BDLTs:� ...� MRGP!D3S1 ao't.zE'LONG PILO PROPOSED 18 IDNG 1 DV. r CD„20•'LONc VINYL SHEETING- ._. OALV TE ROD,fl'00. (FACE OF PROPOSED-SHEETING TO BE PTOYyLsed Permtit Pl¢ns - SCALE. .. LANDWARD OF LOOSTING-TO-BE RENOVEO) '.. ,Propos ” rV AS NOTED DUSTING BULKHEAD TO BE �}�TY�n�1 YY /YL}/T (Y p/YIL� ;r RENOVEp IN f15'..QOIRETT,,.., - Pf�V�LL(`YVy1YL]}�IsT�LS!)i4W(( �!.);'.D4r.i�xfQJF/' F`JATE: T�/ /•. f 'P1dAL SECTION 18575 SOUNDV)EW AVENUE SOUTHOLD. TOWN OF SOUTHOLD -- ' N T 5 SUFFOLK COUNTY, NY SF£E7 .. TAX MAP'NO.'1000-51-1-12 2 OF 2 GoY,civ� Pfo [-2,D V n `-` JUN 1 2021 a.z ?-'_sI, rem IL_ I cc, Blower door and ductwork testing required. RBUILDING AS NOTED DATB.P.# FEE: BY: NOTIDEPARTMENT AT . 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED Must provide Manuals FOR POURED CONCRETE D9 J and S as per 2. ROUGH - FRAMING & PLUMBING NYS Energy Code 3. INSULATION 4. FINAL - CONSTRUCTION MUST -BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENT OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR ELECTRICAL OR CONSTRUCTION ERRORS. INSPECTION REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF PLUMBER (" Ll, ; L"ti I ION ,�'nl IT(J/11 11 Tl11AIAI DI flaRp ON LEAD CONTENT BEFORE CSI ITy n rn;ol�9 Tol IQTCGS CERTIFICATE OF OCCUPANG , SOLDER-USED IN WATER Y r SUPPP V-S;�YSTEM CANNOT EXCEED 2/10 OF 1% LEAD. OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCYPLUMBING A'LL PLUMBING WASTE ATER LINES NEED ` 'IN(Y..BEFORE COVERING RETAIN STORM WATER RUNOFF TRUSS PLAQARDING REQUIRED PURSUANT TO CHAPTER 236 OF THE TOWN CODE. S REScheck Software Version 4.6°5 n Compliance Certificate Project Orlofsky Residence (19-119) Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: Alteration Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 18575 Soundview Ave Sam Orlofsky Diego Steisel Southold, NY 11971 18575 Soundview Ave. Diesel Architecture, PLLC Southold, NY 11971 1101 Waverly Ave. Holtsville, NY 11741 (631) 816-5518 dsteisel@optonline.net Envelope Assemblies Gross Area Assembly or Cavity eont. • Perimeter Floor 1:All-Wood J oist/Truss:Over Unconditioned Space 433 19.0 0.0 0.047 20 Wall 1:Wood Frame, 16"o.c. 437 21.0 0.0 0.057 22 Window 1:Wood Frame:Double Pane with Low-E 48 0.290 14 SHGC: 0.29 Ceiling 1: Flat Ceiling or Scissor Truss 433 49.0 0.0 0.026 11 Compliance Statement: The proposed building design described here is on, stent with t e buildin p ans, specifications,and other calculations submitted with the permit application.The proposed bui ing as been desi ned to et he 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory require ents Isted int = eck I sp ction Checklist. , f— /p��D F? (o Mrd►lam, Name-Title Si n to ` . Date � 1 OCL Project Notes: This Rescheck has been prepared for the proposed conversio!,q1f the eN `n I ttac d arage to habitable space ONLY. \, ST. 03043$ CoQ` OF M Project Title: Orlofsky Residence (19-119) Report date: 09/16/19 Data filename: C:\ SIDE JOBS\_Design- SIDE WORM19-119 Orlofsky Residence (Kaffaga)\ORLOFSKY Pagel of 9 RESIDENCE 9-17-2019.rck REScheck Software Version 4.6.5 Inspection Checklist Energy Code: 2015 IECC Requirements: 39.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Sectign Plans'Verified _'F�eld`Verif�ed Pre Inspecteon/Plan Review- •_ •Comphe`s? Comments/Assumptllons Sc Re l!� °Value` Value 103.2, !documentation drawings and u, ❑Complies ;Requirement will be met. demonstrate j❑Does Not [PR111 energy code compliance for the y: ❑Not Observable 1 ;building envelope.Thermal 4.. !envelope represented on ❑Not Applicable !construction documents. 103.1, ;Construction drawings and ❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 ;energy code compliance for ❑Not Observable [PR311 ;lighting and mechanical systems - Systems serving multiple f ONt Applicable UW ;dwelling units must demonstrate ,compliance with the IECC ( =' 'Commercial Provisions. -36211' Heating and cooling equipment is; Heating: ! Heating: ;❑Complies 403 7: sized per ACCA Manual S based 1 Btu/hr Btu/hr ;❑Does Not [PR211 on loads calculated per ACCA Cooling: Cooling: :❑Not Observable I Manual J or other methods Btu/hr Btu/hrI !approved by the code official. ❑Not Applicable Additional Comments/Assumptions- 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3' Low Impact(Tier 3) Project Title: Orlofsky Residence (19-119) Report date: 09/16/19 Data filename: CA SIDE JOBS\_Design-SIDE WORK\19-119 Orlofsky Residence (Kaffaga)\ORLOFSKY Page 2 of 9 RESIDENCE 9-17-2019.rck - Foundaticn Inspection, -Cb'fno ie Comments/Assumptions L At-Ae JW q A protective covering is installed to ;E]Complies :Exception: Requirement is not applicable. protect exposed exterior insulation UDoes Not Viand extends a minimum of 6 in. below grade. :E]Not Observable; E]Not Applicable 403,9 Snow-and ice-melting system controls!:E]Complies [FO12]z j installed. UDoes Not ZINot Observable :E]Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) J:Z- medium Impact(Tier 2) 173_ Low impact(Tier 3) Project Title: Orlofsky Residence (19-119) Report date: 09/16/19 Data filename: C:\_SIDE JOBS\ Design-SIDE WORK\19-119 Orlofsky Residence (Kaffaga)\ORLOFSKY Page 3 of 9 RESIDENCE 9-17-f-019 .rck — Section _ Plans Verified Feld Uerif�ed Framing 7 Rough In Inspection Complies? Comments/Assumptioris.� &Feq.lp. .; _ £Value: Value w . 402.1.1, ;Glazing U-factor(area-weighted I U- ; U- ;❑Complies ;See the Envelope assemblies 402.3.1, average). ;❑Does Not ;table for values. 402.33, ;❑Not Observable 402.5 ;0Not Applicable 303.13 U-factors of fenestration productsJ❑❑Complies I Requirement will be met. [FR4] 1 are determined in accordance Does Not . Iwith the NFRC test procedure or ❑Not Observable taken from the default table. 1 .4,❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies !Requirement will be met. [FR23]1 installed per manufacturer's [ _ W E]Does Not I instructions. ❑Not Observable J❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies ;Requirement will be met. [FR20]1 lis listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 F ❑Not Observable or has infiltration rates per NFRC 1 1400 that do not exceed code ❑Not Applicable ; ;limits. 402:4:5 'IC IC-rated recessed lighting fixtures . I❑Complies I Requirement will be met. (FR16]z sealed at housing/interior finish { ❑Does Not and labeled to indicate<_2.0 cfm ( :,,❑Not Observable ' i leakage at 75 Pa. El Not Applicable 403.3.1 ;Supply and return ducts in attics ❑Complies [FR12]1 Hnsulated >= R-8 where duct is ❑Does Not j >= 3 inches in diameter and >= , IR-6 where< 3 inches.Supply and El Observable !return ducts in other portions of [ ❑Not Applicable !the building insulated >= R-6 for [ diameter>= 3 inches and R-4.2 a !for< 3 inches in diameter. ; 403,3.5. Building cavities are not used as i ❑Complies ; [FR15]3 " !ducts or plenums. i _` ;❑Does Not ; r ❑Not Observable ( ❑Not Applicable ; 403.4 HVAC piping conveying fluids R- R- ;❑Complies [FRI`7]z ' i above 105 °F or chilled fluids ❑Does Not below 55 °F are insulated to ?R- ' J ; ;❑Not Observable 13' ;❑Not Applicable 403.4.1 ;Protection of insulation on HVAC f ;' ❑Complies 1 [FR24]1 piping. ❑Does Not ; ti ❑Not Observable ❑Not Applicable 403:53 Hot water pipes are insulated to ; R- ; R- ;❑Complies [FRIS]z ;❑Does Not ;❑Not Observable ❑Not Applicable j 403.-6 !Automatic or gravity dampers arel #❑Complies ;Requirement will be met. (FR19]2 installed on all outdoor air PDoes Not -intakes and exhausts. _ ❑Not Observable ,r )❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) .3.;;_ Low Impact(Tier 3) Project Title: Orlofsky Residence (19-119) Report date: 09/16/19 Data filename: CA SIDE JOBS\ Design-SIDE WORK\19-119 Orlofsky Residence (Kaffaga)\ORLOFSKY Page 4 of 9 RESIDENCE 9-174019.rck 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Orlofsky Residence (19-119) Report date: 09/16/19 Data filename: CA SIDE JOBS\_Design-SIDE WORM19-119 Orlofsky Residence (Kaffaga)\ORLOFSKY Page 5 of 9 RESIDENCE 9-17-2019.rck Section - Plans Verified Field.Verified Insulat0on Inspection Complies? Comments/Assumptions Req.ID U alue Ualue 303.1 ;All installed insulation is labeled "`'❑Complies !Requirement will be met. [IN13]Z j or the installed R-value ❑ s Does Not "; I provided. t ¢❑Not Observable ❑Not Applicable 402.1.1, !Floor insulation R-value. R R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood j❑ Wood ;❑Does Not table for values. [IN1]1 ❑ Steel ;❑ Steel UNot Observable t . � ;❑Not Applicable 303.2, ;Floor insulation installed per ;,; ❑Complies ;Requirement will be met. 402.2.7 !manufacturer's instructions and . ❑Does Not [IN2]1 in substantial contact with the '. ❑Not Observable ; underside of the subfloor, or floor framing cavity insulation is in ❑Not Applicable contact with the top side of ;sheathing,or continuous _=^ I insulation is installed on the underside of floor framing and [ 4 extends from the bottom to the T. I top of all perimeter floor framing 1 members. 402.1.1, ;Wall insulation R-value.If this is a: R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, I mass wall with at least 1/z of the ❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.6 Iwall insulation on the wall ❑ Mass ❑ Mass :❑Not Observable [IN3]1 exterior,the exterior insulation ❑ Steel ❑ Steel ;❑Not Applicable I requirement applies(FR10). 1 I I i 1 I i � I I 303.2 Wall insulation is installed per G ;n i❑Complies ;Requirement will be met. [IN4]1 `manufacturer's instructions. m= ❑Does Not ❑Not Observable ;.)❑Not Applicable ; Additional Comments/Assumptions: 11 High Impact(Tier 1) 1J,,I Medium Impact(Tier 2) '3,,1 Low Impact(Tier 3) Project Title: Orlofsky Residence (19-119) Report date: 09/16/19 Data filename: C:\_SIDE JOBS\_Design-SIDE WORM19-119 Orlofsky Residence (Kaffaga)\ORLOFSKY Page 6 of 9 RESIDENCE 9-17-2019.rck Section - s, Plans Verified F�eld_Verifled Frnat�lnspection Provisions = Complies? 'Comments/Ass &Reg.l® '' Value Value _ 402.1.1, ;Ceiling insulationR-value. ; R- ;'R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ,❑ Wood ;❑Does Not table for values. 402.2.2, I E] Steel ❑ Steel �❑Not Observable 402.2.6 I [Fl1]1 I ;❑Not Applicable ; , 303.1.1.1,;Ceiling insulation installed per El Complies ;Requirement will be met. 303.2 !manufacturer's instructions. []Does Not [FI2]1 i300 ft2.Blown insulation marked every ; :_❑Not Observable 1 ' ❑Not Applicable ; 402:2 3 Vented attics with air permeable ( {❑Complies ;Requirement will be met. [F122]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that j extends over insulation. ❑Not Observable ; ❑Not Applicable 402.2.4 'Attic access hatch and door R- R- ;❑Complies !Requirement will be met. [F13]1 insulation >_R-value of the ;❑Does Not ;adjacent assembly. ;❑Not Observable ; ❑Not Applicable 402.4.1.2 i Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies ;Requirement will be met. [FI17]1 lath in Climate Zones 1-2,and i❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable I :❑Not Applicable 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [FI4]1 icfm/100 ft2 across the system or ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa.For rough-in j ❑Not Observable (tests,verification may need to I ;❑Not Applicable occur during Framing Inspection. ' 403.3.3 'Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [F127]1 !determine air leakage with ft2 ft2 ;❑Does Not neither: Rough-in test:Total leakage measured with a �❑Not Observable !pressure differential of 0.1 inch 1 1 ;❑Not Applicable w.g. across the system including ;the manufacturer's air handler I enclosure if installed at time of test. Postconstruction test:Total ; leakage measured with a I I !pressure differential of 0.1 inch w.g.across the entire system 1 I I including the manufacturer's air "handler enclosure. 403.3.2.1 ;Air handler leakage designated J❑Complies I [FI24]1 1 by manufacturer at<=2%of I 10Does Not ;design air flow. 71j❑Not Observable of - ❑Not Applicable 463.1-A Programmable thermostats _ j❑Complies [FI9]?-, installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to . ❑Not Observable `y- code specifications. ❑Not Applicable 403 1.2 ';Heat pump thermostat installed i ❑Complies [1`1107z on heat pumps. _ J❑Does Not ❑Not Observable ❑Not Applicable 403.5 1 , ''Circulating service hot water ❑Complies [F111Fsystems have automatic or .❑Does Not accessible manual controls. _ ❑Not Observable 1 ❑Not Applicable 11 High Impact(Tier 1) 2; Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Orlofsky Residence (19-119) Report date: 09/16/19 Data filename: CA-SIDE JOBS\_Design-SIDE WORM19-119 Orlofsky Residence (Kaffaga)\ORLOFSKY Page 7 of 9 RESIDENCE 9-17-2019.rck SC'C+tlio n erif v Plans Vied Field\/et.Mdd #- Final Inspection Provisioeis, Gompl�es� Comments�i4ssumpteons_ &Re'q.IL� Value Value 403 61 All mechanical ventilation system ❑Complies [F125j ,Mans not part of tested and listed - �', ❑Does Not =1HVAC equipment meet efficacy j ; ;and air flow limits. s ❑Not Observable , ❑Not Applicable 403 2: .;Hot water boilers supplying heat � ..'�❑Complies [FI26j2 'ithrough one-or two-pipe heating ❑Does Not systems have outdoor setback f control to lower boiler water ❑Not Observable ]temperature based on outdoor t ❑Not Applicable It emperature. 4035:1 1"-.Heated water circulation systems ❑Complies ; [F128]2 have a circulation pump.The t ❑Does Not system return pipe is a dedicated r ' return pipe or a cold water supplyL ❑Not Observable ; pipe.Gravity and thermos- ❑Not Applicable ; syphon circulation systems are ; not present. Controls for circulating hot water system pumps start the pump with signal _ ' ' for hot water demand within the occupancy.Controls Y c, automatically turn off the pump ,when water is in circulation loop k is at set-point temperature and no demand for hot water exists. 463.S ';Electric heat trace systems - ❑Complies comply with IEEE 515.1 or UL ❑Does Not Y. 515.Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Nat Applicable ; desired water temperature in the ; piping• 3 5 2 {Water distribution systems that I r ❑Com 40plies ; [FI30jz . have recirculation pumps that g ❑Does Not j -;pump water from a heated water ❑Not Observable supply pipe back to the heated -water source through a cold ❑Not Applicable Iwater supply pipe have a i£ k ;demand recirculation water jsystem. Pumps have controls ; ;. that manage operation of the I' ?pump and limit the temperature :I of the water entering the cold 'water piping to 1049F. 4035 4 _i Drain water heat recovery units IE ❑Complies [17I31j1 .1tested in accordance with CSA � � ]❑Does Not j 1355.1. Potable water-side ❑Not Observable pressure loss of drain water heat r ; recovery units < 3 psi for # '❑Not Applicable ; individual units connected to one i or two showers. Potable water- f: _ 'side pressure loss of drain water = A heat recovery units <2 psi for v 1 individual units connected to +three or more showers. 404.1 175%of lamps in permanent ❑Complies ; [FI6]1 !fixtures or 75%of permanent El Does Not (fixtures have high efficacy lamps r J❑Not Observable I Does not apply to low-voltage � a lighting. ; y :❑Not Applicable 404.1.1--`11 Fuel gas lighting systems have d ,_.❑Complies [17I2313„ :` no continuous pilot light. -]Do Not []Not Observable .-�. ❑Not Applicable r' 1 High Impact(Tier 1) Z Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Orlofsky Residence (19-119) Report date: 09/16/19 Data filename: C:\_SIDE JOBS\_Design-SIDE WORK\19-119 Orlofsky Residence (Kaffaga)\ORLOFSKY Page 8 of 9 RESIDENCE 9-17-2019.rck ^ ^ ^ ` section P� JU Compliance certificate posted. OComplies 1 Requirement will be met. Does Not N Applicable ot �0.3Manufacturer manuals for E]Does Not Irnechanical and water heating !systerns have been provided. E]Not Observable ONot Applicable AdditN»naUCommmmentm/Assqnnptions: 11 High Impact(Tier 1) "2--.1 Medium Impact(Tier 2) �3,1 Low impact(Tier 3) Project Title: OdofskyResidence (lB'llg) Report date: Og/lG/lQ Data filename: CSIDE)O8S\_Design-SIDE VVORK\lQ-IlAOdo�kyResidence (Kaffaga)VORLOF5KY Page Bof 9 RES|DENCEg'l7'2Olg.rck 2015 MCC Energy NJ/" Effi6ency Cart ovate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): fie. a Window 0.29 0.29 Door a o. e e • Heating System• Cooling System• Water Heater: Name• Date• Comments F 1 �o, \21 , \ cy BEACH SS PARS \ \� \�\ � � \\ � mss• \�\, � \ � \/ .\\ \ \\\ 69 vIONUMENT FOUN \ coq Q D-FST-R1CT 1000--'SE1�IT2N 051 0� \ \� 0 0 \ BLOCK 0� 00 TAX LOT 012.000 z \ ---NFSAM -0-RLC�S O LIBER-42-U9-PAGE 818 \ O v U l,� M,yeY /y T QQ �' s/psis Cp�CRFTf 'A O/ �cp 9�8' / F�RS�FS/BFRr / O —O a 0) Q= - - - - - FC pp��F e/opo a O - � Q C\4 S6 s °p v O O ppRCcis / � y m 00 / V STpNe ss QO MHO .� CURB R=55.20 C) STONE CURB / � SSS• �\ / QO h / m ,`� NOTES � o 1. FIELD WORK WAS CONDUCTED AUGUST, 2019 BY HEIDECKER LAND SURVEYING, PLLC AND ALL MEASUREMENTS WERE TAKEN ON THE GROUND. \ / w 2. PROPERTY LINES, BEARINGS, & NORTH ARROW ARE BASED UPON DEED FILED WITH THE \ ( SUFFOLK COUNTY CLERK IN LIBER 12999-PAGE 818. � 3. INDICATED UNDO° iOUND UTILITIES ARE V SHOWN FROM SUI = EVIDENCE AND AVAILABLE EXISTING MARK-OU UNDERGROUND LINE c LOCATIONS ARE AF XIMATE AND ALL UNDERGROUND UT 'S ARE NOT SHOWN. PRIOR U PSP�P� N 8722'30" V1� QU O "rCOALLOBEFORETION YOU i"CONTRACTOR AT 81111 ANDSHAVE ALLL o 15. 0' /�Fv UTILITY LOCATIONS N. 'ED ON THE GROUND.� / N s lb 4. THE BUILDING TIES :HOWN ARE BASED UPON THE SIDING OF THE S =TURE. COLUMN Imo, \I j 5. THE COASTAL EROSION HAZARD LINE SHOWN FENCE C L`U� M!N °�, MET �Q /� HAS BEEN SCALED FROM SHEET 10 OF THE J � � SUFFOLK COUNTY COASTAL EROSION HAZARD ""`E• FENC �� POINT OF BEGINNING AREA MAP. 9'00" 6. THIS IS NOT A TITLE SURVEY AND IS SUBJECT I'L-A NT-m� 82.0 \\ TO ANY STATE OF FACTS A FULL AND CURRENT TITLE REPORT MAY REVEAL, \ s 7. ELEVATIONS SHOWN REFERENCE THE NORTH MAILCW S AMERICAN VERTICAL D/ 'M OF 1988 (NAVD88). \ MAILS AVENUE \ \ Unauthorized alteration oaddition LONG ISLAND SOUND to this survey is a violation of � section 7209, subdivisionfion 2,, of the New York State Education \ \ Law. Copies this survey map th not bearing the land surveyor's / BEACH \inked or embossed seal shall not \ be considered to be a valid copy. \ 8,�„ E HEIDECKER LAND SURVEYING / \ N 58 \ 74-98 <\ � � \ CIS\\ GO �Q J \ F\ _� \ cy \ \ \ BEACH 69 \\ CO MONUMENT FOUND / \ \\ \ \�\ �\\\ \\ \\ \ \\ \\ WS ICT 1000EGT2N 051 , \\ �\ 0 0 \ BLOCK =� ,) 09 00-TAX LOT 012.000 zz \ \\ O ---N/F SAM DRLOFSKI_ o W \ LIBER-12-999-PAGE 818 -50'- _` \ O Z / CD�CRF� a� n0 06 O U k I,- Deck OT 00 � I � � O 0) a 9.8 j F/RSRF4 oo�E &14 Co Q O R, DO0 O / v Q N p0 S6 6 GAStn 4 � O Q R0h ETFR 02 \ j 00 / ` FCODRCS4. �1.9' Cl) V� Q (-V, V Q. O 0c)/ �� Q s �� U O s rpNe CURB S\ .47^R7 � R=55.20 P51111\ SFONE CURB �V / o NOTES 1. FIELD WORK WAS CONDUCTED AUGUST, 2019 \ Q BY HEIDECKER LAND SURVEYING, PLLC AND ALL MEASUREMENTS WERE TAKEN ON THE GROUND. 2. PROPERTY LINES, BEARINGS, & NORTH ARROW 0 \ �<v/ ARE BASED UPON DEED FILED WITH THE SUFFOLK COUNTY CLFRK IN LIBER 12999—PAGE O 3. INDICATED UNPWr 2OUND UTILITIES ARE SHOWN FROM SUh = EVIDENCE AND AVAILABLE 20 EXISTING MARK—OL. UNDERGROUND LINE .t I C`4i LOCATIONS ARE AF XIMATE AND ALL UNDERGROUND UT -S ARE NOT SHOWN. PRIOR r� `A` �C/ TO CONSTRUCTION = CONTRACTOR SHALL CALL N v Q�P��C N 87°22'30" Vy Q\O UTILITY LOCATIONS OCATIONSFORE Uty 'EDT 811 AND HAVEALL ON THE GROUND. S 4T FOUND Z � P ( 15. 0' \ Dry 4. THE BUILDING TIES .HOWN ARE BASED UPON s THE SIDING OF THE S 'UCTURE. 1 � 5. THE COASTAL EROSION HAZARD LINE SHOWN COLUMN HAS BEEN SCALED FROM SHEET 10 OF THE METAL PICKET FEN C\ C�QLUMN SUFFOLK COUNTY COASTAL EROSION HAZARD / \\ °--° �� AREA MAP. i META ICKE. FENC ° �� POINT 0 F BEGINNING 6. THIS IS NOT A TITLE SURVEY AND IS SUBJECT TO ANY STATE OF FACTS A FULL AND CURRENT --S, 63009'00" f'LANT€l 82.0 (� TITLE REPORT MAY REVEAL. CB(5 \ \\ Y 7. ELEVATIONS SHOWN REFERENCE THE NORTH R=51.79 MAILLQBOX �. \ AMERICAN VERTICAL D/ 'M OF 1988 (NAVD88). 1 MAILBOX SOUNDVIEV / AVENUE ° SURVEY PREPARED FOR: SAM ORLOFSKY ATE: JOHN GERD HEIDECKER N.Y. STATE LAND SURVEYOR LIC. # 050719 DATE: PROJ. NO. 42 CROWN STREET AUGUST 9, 2019 TOPOGRAPHIC/BOUNDARY SURVEY 19HLS87 KINGSTON, NEW YORK 12401 DRAWN BY: B.M. #18575 SOUNDVIEW AVENUE SHEET i0. (845)-901-7629 CHK BY: J.H. TOWN OF SOUTHOLD CAD FILE: iheidecker®heideckerls.com SCALE: 1"= 20' SUFFOLK COUNTY NEW YORK 19HLS87FP.DWG REFER TO NAILING MINIMUM 5PEGIFIED 0OMPRE551\/E ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS NA I L I NC 50Hr=DUL.E (SIMP50N STRONG-TIE G520) SGHEDULE, SHEET A-I 2015 IRO d 2011 N.Y.5. CODE TABLE RR 501.7 STRENGT>7-I OF CONCRETE ALLOWABLE 2015 IRC TABLE R602.3(1) 140 MPH, EXP05URE B 2015 IRC, 4 201-1 N YGORE ORE TABLE R402.2 STRUGTUIZAL MEMBER DEFLECTION TYPE OR LOCATIONS OF MINIMIM SPEGIFlED GONtF'RE551V� 3/AI2 WITH NOFINISHED SLOPES IN&OREP TTAC THAN L/180 ITEM DESCRIPTION OF BUILDING ELEMENTS 1�)MBER � TYPE b c SPACING 4 LOCATION �b o SIMPSON *EOD I EH 5 E L HGP4Z- SLE�� TO RAFTERS OF FASTENERS ' USE 8-I0d TO WE4THIEZIN6 POTENTIALID INTERIOR HALLS AND PARTITIONS H I ROOF 'o °o FASTEN TO FLOORS ' of RAFTERS$ 8-IDd BASEMENT WALLS, CEILINGS WITH BRITTLE FINISHES PLASTER L/360 I BLOCKING BETWEEN CEILING JOIST 4-8d BOX(2112"x 0.113')OR TOE NAIL ,4RGH I TEGTURE PLLG / ° FOUNDATIONS AND OTHER G AND STUCCO OR RAFTERS TO TOP PLATE 3 Sd COMMON(2 I!2"x 0.131")OR ' / I".� TO FASTEN TO TOP CONCRETE NOT EXP05ED 2,500 GLC. WITH FLEXIBLE FIN15HE5 GY . B PD L/240 3-I0d Bx ( )OX 3' 0.128" OR PLATES TO THE FATHER ALL OTHER STRUCTURAL MEMBERS L/240 3-3'x 0.131"NAILS PH: 631.816.5518 ° BASEMENT SLABS AND EXTERIOR WALLS- WIND LOADS PLASTER H/360 2 GEILING JOIST TO TOP PLATE 4-8d BOX(2 1/2"x 0.113")OR PER JOIST,TOE NAIL INTERIOR 5LA135 ON OR 5TUGCO FINISH 3-Sd COMMON(21/2"x 0.131")OR (@ GATH'L GLGS) GRADE,EXCEPT GARAGE 2 SOOG EXTERIOR WALLS-WIND LOADS WITH 3-I0d BOX(3"x 0.128")OR FAX: 631.4'15.2x50 FLOOR SLABS OTHER BRITTLE FINISHES H/240 3-3'x 0.131'NAILS L5U26-(2x6), 1 3 GEILING J015T NOT ATTACHED TO PARALLEL RAFTER, 4-I0d BOX 0"x 0.128')OR FACE NAIL E: D5TEi5EL@0PT0NLINE.NET L55U25(2x8,2x10$ EXTERIOR WALL5-WIN1? LOADS WITH 2x12 RAFTER5) L55U210-2 (51MP50N 5TRONG-TIE H2a) FLEXIBLE FIN15HES H/120 LAPS OVER PARTITIONS SEE SECTIONS 8802.3.1, 3-16d COMMON(3 112'x 0.162")OR BASEMENT WALLS, LINTELS 5UPPORTING MASONRY L/600 88023.2 TABLE 88025.1(4) 4-3"x 0.131"NAILS FOUNDATIONS WALLS, dWWW.DIESELARGHITEGTURE.VPWEB.GOM A. INE5TALL ATER �r I � � ��I� DET ILS EXTERIOR WALLS AND 3,000 VENEER WALLS 4 CEILING Jo157 ATTACHED TO PARALLEL RAFTER(HEEL TABLE 8802.5.1(x) FADE NAiL OTHER VERTICAL L = SPAN LENGTH, H = SPAN HEIGHT JOINT),(5EE SECTIONS 88023.1,880232,TABLE CONCRETE WORK Rb0251q EXP05FD TO THE 5 COLLAR TIE TO RAFTER,FACE NAIL OR 1 1/4'x 20 GA. 4-IDd BOX 0'x 0.128")OR FACE NAIL EACH RAFTER 1101 WAVERLY AVE., HOLTSVILLE, NY 11'142 STRAPS @ 16" O.G. OR DOLLAR TIES @ 16" O.G IN UPPER THIRD OF ATTIC WEATHER MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS 2. IF STRAPPING IS INSTALLED OVER SHEATHING USE IDd NAILS AS / NAILING SGHEDULE 2015 IRC d 2017 N.YS. CODE TABLE R301.5 RIDGE STRAP TO RAFTER 3-10d COMMON(3"x 0.148')OR PORGHE5,CARPORT USE LIVE DEAD4-3"x 0.131"NAILS 5LA135 AND STEPS 6 RAFTER OR ROOF TRL155 TO PLATE 3-16d BOX(31/2"x 0.135)OR 2 TOE TAILS ON ONE 51DE AND I. (1) STRAP ON EACH WALL STUD, EXP05EO TO THE ATTICS WITHOUT STORAGE # 1 # 3-IOd COMMON(3'x 0.148')OR I TOE NAIL ON OPP051TE 51DE WEATHER,AND GARAGE 3,500 d,e,f ATTICS WITH 5TORAG 20# 10# 4-10d BOX(3"x 0.128')OR OF EACH RAFTER OR TRUSS.I PROJECT TITLE: II WRAP UNDER SILL PLATE: THE PROP05ED WORK DEPICTED IN THI5 FLOOR SLABS ATTIG5 WITH FIXED STAIR5 30# 10# 4-3"x 0.131"NAILS ®RLO�SKY RESIDENCE AND UP ON INSIDE FACE 01= SILL °m° EXTERIOR BALCONIES I DEGKS 40# 10# ? ROOF RAFTER5T0 RIDGE,VALLEY OR HIP RAFTER TO 4-Ibd BOX(3 112`x 0.135")OR TOE NAIL 2. INSTALL MIN. I/2" ANGHOR BOLTS - 5ET OF PLANS WA5 DESIGNED TO MEET FIRE E5GAPE5 40# N/A MINIMUM 2"RI06E BEAM _ _ 5PAGING AS PER TABLE 3.2B, THIS NAILED THE REOUIREMENT5 OF: 3-10d COMMON x D.i48)OR INTERIOR ALT RAT I ON5 4 SHEET 12" FROM ALL CORNERS ° PORTION aSTREN6TH A7 28 DAYS PSI. # 4-IDd BOX"N x 0.128")OR 2015 WOOD FRAME CONSTRUCTION b - # 4-3"x 0.131"NAILS " f"" j C� • CONGRELER3012N OCATIOTNTMT159JB IAL OARAOE CON X ER510N � EACH SIDE OF SILL SPLICE, (Sal NIAL ) 12 MIN. � PASSENGER VEHICLE GARA ES 50# WA 3-16d BOX(31/2"x 0.135)OR END NAIL MANUAL FOR 1 $ 2 FAMILY GONCREIE IN THESE LOCATIONS AT1ONs THAT E SUBWCT TON A64 AND THAWING DURING ROOMS ER THAN EPING R OMS # # 2-I6d COMMON(3112'x 0.1620)OR UTILIZING 3-I/2"'acj,. WASHERS ° ° casTRucnorasHw.LAIR-�NTRAINmcoNcrz�T>rlNAccoRVAr�cewTNFa�TNor�a. SLEEPING ROOMS 30# 10# � BOLTED DOWN DWELLINGS FROM THE AMERICAN dGOIVGRETE SHALL BE AR-ENTRAINED.TOTAL AIR CONTENT(PERCENT BY VOWS OF 3-I0d 80X(3'x o.l2a��)OR 3. INSTALL STRAPPING @ 16" O.G. I®° FORE5T AND PAPER COMPANY. GOWIZETO SHALL NOT BE LESS THAN 5 PERCENT OR MORE THANPER T CENT. STAIRS 40# N/A 3-3"x 0.131'NAIL5 4. FLOOR JOISTS MUST ALIGN W/ STUDS • 2015 INTERNATIONAL RESIDENTIAL a�5ECTION R4022 FOR MAXIMUM GEMENTTIOL6 MATERIALS CONTENT. MIN. ROOF LIVE LOADS IN POUNDS- FORGE PER S.F. OF WALL P FOR 6ARAM FLOORS WITH A STEEL TROWELED FINISH,REDUCTION OF TFE TOTAL AIR HORIZ. PRO-IEGTION 8 STUD TO STUD(NOT AT BRACED WALL PANEL5) Ibd COMMON 0 1/2"x 0.162') 24"O.G.FACE NAIL VARIE5 BUILDING CODE HITH THE NEW COOS LT MENT BY VOUPIE of CONCRETE)TO NOT LESS THAN 3 PERCENT Is 2015 IRIC d 2011 NYS CODE T Ib PROJECT LOCATION: PERMITTED IF THE SPECIFIED COMPRE55K STRENGTH OF THE CONCRETE IS INCREA5EDTRIQIiARY Lpgp®p q M 5F. IDd BOX(3"x 0.128)OR 16"O.G.FACE NAIL YORK STATE 2011 UNIFORM TO NOT LESS THAN 4000 P51. FOR ANY STMTURAI_HEMBER 3"x 0.131"NAILS 1�� ®UN��I EWAVE, BUILDING CODE SUq PPLEMENTS. STUD TO SAND TUD ABUTTING STUDS AT INTER5EGTIN6 Ibd BOX 0 1/2"x 0.135)OR 12"O.G.FAGS NAIL UNDE a PRE5UMPT1\/E LOAD-BEARING ROOF SLOPE 0-200 201-600 OVER 600 WALL CORNERS(AT BRACED WALL PANELS) 311x 0.131"NAIL5 - e� . • 2016 SUPPLEMENT TO THE NY5 \/ALUE5 OF FND. MATERIALe FLAT OR RISE LESS THAN Ibd COMMON 112"'x 0.162' 16"D.G.FACE NAIL 5OUTHOL7 NY 11I111 ENERGY 6ON5ERVATION 4" PER FT. (1:3) 20 1612 10 BUILT UP HEADER(2"TO 2"HEADER WITH 1/2'SPACER) Ibd COMMON(31/2"x 0.162") 16"O.G.EACH EDGE FAGS NAIL 2015 IRC 4 2017 N.YS. CODE TABLE R401.4.t ` GONSTRUGTION CODE. Ibd Box(3 1/2"x 0.135") 12"O.G.EACH EDGE FACE NAIL OF LOAD-DEARM Pf�I1RE RISE 4" PER FT. (1:3) TO 11 CONTINUOUS HEADER TO STUD 5-8d BOX(21/2"x 0.113")OR TOE NAIL • TOWN OF 5OUTHOLD ZONING t �� " (175F) LESS THAN 12" PER FT (1:1) I6 14 12 4-8d COMMON(2 I/2"x 0.131')OR SEAL AND 51 GNATURE: 4-10d Bo CON5TRU(TION GODE5. CRYSTALLINE BEDROCK 12,000 RISE 12" PER FT. (I:1) 12 12 12 12 TOP PLATE TO TOP PLATE 6 COMMON(31/2"0.12b)x0.162") Ib"O.G.FACE NAIL IRC&AND GREATERREFER TO NAILING SEDIMENTARY AND 4,000 IDd BOX(3"x 0.128") OR 12' O.G.FACE NAIL FOLIATED ROCK ROOF SHALL BE DESIGNED FOR THE LIVE LOAD 3"x 0.131"NAILS ��D 0SGHEDULE THI5 SHEET INDICATED IN TABLE R301.6 OR THE SNOW LOAD 13 DOUBLE TOP PLATE SPLICE FOR 5DG'5 A-D2 WITH 8-Ibd COMMON(3 1/2"x 0.162")OR FACE NAIL ON EACH 51DE OF �'� L•AL.L STfi�'�'� ' '11�1C DETAILS SANDY GRAVEL AND/OR GRAVEL 3,000 INDICATED IN TABLE 8301.2(1), wHIGHE\/ER IS GREATER. SEISMIC BRACED WALL LINE SPACING<25' 12-16d BOX(3I/2"x 0.135")OR END JOINT(MIN.24"LAP �'�(GW AND 6P)ALL STRAPPING MAY' GO OVER SHEAT INC WHEN IDd NAILS USED I2-IDd Box(3"x 0.128")oR SPLICE LENGTH FAGH 510E OFwICr n,12-Tx 0.131'NAIL5 END JOINT) � SAND,SILTY 5AND,CLAYEY 2,000 DOUBLE TOP PLATE SPLICE FOR 50G'S DO,DI OR 02, 12-Ibd(31/2"x 0.135') SAND,SILTY GRAVEL AND AND BRACED WALL LINE SPACING>25' �_ I CLAYEY GRAVEL • (%4,517,5M 5G 614 AND 66) 14 BOTTOM PLATE TO J015T,RIM JOIST,BAND J015T OR Ibd COMMON(3 112"x 0.162') Ib"O.G.FACE NAIL BLOCKING(NOT AT BRACED WALL PANEL) Ibd BOX(3"x 0.135") OR 12"O.G.FACE NAIL ��1 1 CLAY,SANDY CLAY,SILTY IZDO " r CLAY CLAYEY 51LT 51LT b (SIMPSON STRONG-TIE DBTI) 3 x 0.131 NAILS i . OF 1` r - 15 BOTTOM PLATE TO J015T,RIM J015T,BAND JOIST OR AND SANDY 51LT . 3-Ibd BOX(31/2"x 0.135)OR 3 EACH Ib"O.G.FACE NAIL � ell �� ~� (GL,ML,MH AND CH) BLOCKING(AT BRACED WALL PANEL) 2-Ibd COMMON(3 1!2 x 0.162)OR 2 EACH Ib O.G.FACE NAIL ° \� G ✓ �___j 4-3"x 0.131"NAILS 4 EACH Ib'O.G.FACE NAIL V VARIES VARIES a.WHERE SOIL TESTS ARE REQUIRED BY SECTION 8401.4,T}E ALLOWABLE WMING 16 TOP OR BOTTOM PLATE TO STUD 4-8d BOX(21/2"x 0.113")OR TOE NAIL • • ° THE BU DI��I AL[?EBE TT PART OF TTHHAT soils 1H AN ALLOWABLE 3 Ibd BOX(3 I/2"x 0.135)OR i JOIST BEARING CAPACITY OF LESS THAN 1,500 P5F ARE LIKELY TO BE PRE5ENT AT TIE 51TE 48d COMMON(2 I/2"x 0.131")OR THE ALLOWABLE BEARIN6 CAPACITY SHALL BE DETERMINED BY A 501L5 H/E5716A1I0N • m' 20#/FT WITHOUT STORAGE 4-I0d BOX(3"x 0.128)OR DE51 C-�NER: 30#/FT WITH 5TOIRAGE ROOF NAIL INC 5GHr=DULE (CONTINUED) 4-3"x 0.131"MILS �/ G 3-Ibd 13OX(31/2"x 0.135)" OR END NAIL LG I DE51�N �R®UP 2015 IRC TABLE R602.3(I) 140 MPH, EXPOSURE B 2-lbd COMMON(31/2"x 0.162")OR 3-IOd BOX(3'x 0.128")OR (5IMP50N STRONG-TIE H8) ITEM DESCRIPTION OF NUMBER +t TYPE OF FASTENERS 3-3'x 0.131'NAILS L > YETTE ST., 2ND• #�•r BUILDIN6 ELEMENTS a,b,C ges n Tore i IT TOP PLATES,LAPS AT CORNERS I INTER5EGTION5 3-IDd BOX(2 1/2"x 0.128")OR FACE NAIL (SIMPSON STRONG-TIE PG) ��-�% NEW YORK NY 10015 (orches O.G� c,e �fru�.G.) 2-Ibd COMMON(3 I/2"x 0.162"I OR � 3-3'x 0.131'NAILS )e L� Wood structural panels,subfloor,roof and Interior wall sheathing 18 1"BRACE TO EACH STUD I PLATE 3-Sd BOX(2 1/2"x 0.113")OR FACE NAIL LOUIS 1 OH to framing and particleboard wall sheathing to framing 2-8d COMMON(2112"x 0.1319 OR (see TABLE R602.3C32 for wood structural panal exterior wall sheath!ng to wall framl 2-I0d BOX(3"x 0.128')OR ® yid common nail (7)(subfioor, wall) 6 12 2 5TAPLE51 3/4" l �✓ 30 3/&11 - 1/2118d common nail (21/2") roof Iq i x 6 SHEATHING TO EACH BEARING 3-5d BOX(21/2'x 0.113)OR AGE NAIL j 2-8d COMMON(21/2"x 0.131')OR NOTE: BY INGLU51ON OF THI5 NOTE, THE OWNER HA5 ® 31 Iq/32" - i" 8d common nail (2 I/2") 6 12 BEEN AIDVI5ED THAT PRIOR TO ANY GON5TRUGTION ° 2-IDd BOX(3"x 0.128")OR IDd common nail (3"); or 2 STAPLES,I'GROWN,I6 6A. 13/4' AND/Ofd DEMOLITION WORK o ® 50#/FT 50#/FT FIRST FL. 32 1115" - 1 1/4" 8d deformed nail 2 1/2" 6 12 LONG ' IT SHALL BE THE OWNER'S B 20 I"x V AND WIDER 5HEATHING TO EACH BEARING 3-Sd BOX(2 1/2' x 0.113")OR FACE NAIL RE5PON51BILITY TO OBTAIN A BUILDING PERMIT FROM 0 m o o OTHER WALL SHEATHIN69 3-8d COMMON(21/2"x 0.131")OR THE GOVERNING BUILDING DEPARTMENT. THE ® 0 1 1/2" Vv. roofing nail, 3-10d BOX(3'x 0.128)OR ARCHITECT DOES NOT RECOMMEND AND DOES NOT 8 33 I/2" Structuralsheathing cellulosic -711b, head diam. OR 3 6 3 STAPLES,I'GROWN,Ib 6A. 13/4- GUARANTEE THAT SOLELY BY THE PREPARATION OF fiberboard sheathing I" crown staple, Ib a I I/4" Ion I I „ LONG THESE PLAN5 SHALL CON5TRU6TION OCCUR PROPER 2 MINI M � i 51DEGOVEIp; 25/32" structural cellulosic 1 3/4" gaiv. roofing nail, WIDER THAN I"x 8" 34REVIEW AND APPROVAL BY A QUALIFIED BUILDING ® � � *FOUNDATION fiberboard sheathing x/16 head diam. OR 3 6 4-8d BOX(21/2"x 0.113")OR DEPARTMENT OFFICIAL IS REQUIRED PRIOR TO 2"MINI M g ° i ° 00 I" crown sta le, Ib a, I I/4" ion 3-Sal COMMON(2 1/2"x 0.131)OR " THE PROP05ED ALTERATION5 GONTINUE5 THE EXI5TIN6 d I v2 gaiv. roofing nail; 3-1od Box(3'x 0.128")OR GONSTRUGTION. 35 I/2 gypsum sheathing staple alvanized, -1 -( 4 5TAPL.E5, I'GROWN,16 6A.13/4' LOAD PATH. REFER TO 5TRAPPIN6 REQUIREMENTS, " 1 114"5crews,T e W or I i/2 Ion LONG Issues and Revisions SHEET A-1. • 36 5/8" gypsum sheathing d 1 3/4" gale. roofing nail; 21 J015T TO SILL,TOP PLATE OR GIRDER 4-8d BOX(2 1/2"x 0.113")OR TOE NAIL °° (SIMPSON 5TRONG-TIE ABU44) Staple qlalvonized, '► -► 3-Sd COMMON(21/2"x 0.131')OR No. Date Issues and Revisions 15/8" long; I /8" screws, T e W or 5 3-I0d BOX(3'x 0.128")OR (SIMP50N 5TRONG-TIE ABU44) TYPICAL BGS POST GAP / BASE INSTALLATION LOAD >� T� I � M 3-3"x 0.131'NAIL5 q/Iq/201q PERMIT SET r I WOOD STRUCTURAL PAILS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 22 RIM J015T,BAND J015T OR BLOCKING TO SILL OR TOP 8d BOX(2 1/2"x 0.113") 4'O.G.TOE NAIL G O N N G�I I O T I L-S PLATE(ROOF APPLIGAT10N5 ALSO) 8d COMMON(2 1/2"x 0.131"')OR 6' O.G.TOE NAIL 10/15/1 q REVISED PER BUILDING DEPT. SCALE: N.T.S. 3� 3/4" AND LE55 bd DEFORMED(2'x OJ20°)NAIL,OR b 12 IDd BOX ON 0.120 OR 8d COMMON(21/2"x 0.131 NAIL 3"x 0.131"NAILS N.T.5. 38 7/8°TO I" 8d COMMON(21/2"x 0.131')NAIL, b 12 23 1"x b'5UBFLOOR OR LE55 TO EACH J015T 3-Sd BOX(21/2'x 0.113")OR FACE NAIL Sal DEFORMED(2 11 Ill"x 0.120" NAILIL 2-8d COMMON(2 l/2"x 0131")OR 3q I I!8'TO 1114" IDd COMMON(3'x 0.148)NAIL,OR b 12 3-IDd BOX(3'x 0.1/2" OR LFOEND' A Sd DEFORMED(2112"xRNR EST NAIL 2 STAPLES, I'GROWN,16 GA. 1 3/4" PROJECT a.NAILS ARE SMOOTH-COMMON,BOX OR DEFORMED SHANKS F_)CGEPT WHERE OTI�RWISE STATED. NAILS USED FOR FRAMING AND SHEATHING LONG CONNECTIONS SHALL HAVE A MIN.AVERAGE BENDING YIELD 5TREN6TH5 AS 5H": 80 K51 FOR SHANK DIAM.OF 0.142"(20d COMMON NAIL), FLOOR 90 K51 FOR SHANK DIAMETERS LAR6ER THAN 0.142"BUT NOT LARGER THAN 0.II7",AND 100 K51 FOR SHANK DIAMETERS OF 0.142"OR LESS. 24 2"SUBFLODR TO J015T OR GIRDER 3-I6d BOX(31/2"x 0.13")OR BLIND AND FACE NAIL SCTM #: i___-_----_n b.STAPLES ARE 16 GA.WIRE AND HAVE A MIN.7/Ib"ON DIAMETER GROWN WIDTH. L i NEW FOUNDATION AND FOOTING X AFF. -ABOVE FIN15H FLOOR MIN. - MINIMUM c.NAILS 51+6LL BE WAGED AT NOT MORE THAN 6"O.G.AT ALL 5UPPORT5 WHERE SPANS ARE 48"OR GREATER. 2-Ibd COMMON 3 1/2'x0.162" 5")OR AT EACH BEARING,FACE NAIL J x NEW DOOR A.P.B. WHONY POWER BEAM MNFR. - MANUFACTURERS e. SPACING OF FA5TENER5 NOT INGLOED IN THIS TABLE SHALL BE BASED ON TABLE RbO2.3(2) 2-Ibd COMMON(3 I/2'xO.Ib2" ZONE: -- a <.. NEW WOOD FRAME WALL B.P. - ISM POCKET M.O. - MA5ONRY OPENING , G.J. - :ICING JOISTS O.G. - ON CENTER f.WHERE THE ULTIMATE DESIGN WIND SPEED IS 130 MPH OR LE55 NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO GABLE 26 BAND OR RIM JOIST TO JOIST 3-16d COMMON(3 I/2 x 0.162)OR END NAIL _________ DOOR 51ZE END WALL FRAMING SHALL BE SPACED 6"D.G. WHERE THE ULTIMATE DESIGN WIND SPEED 15 GREATER THAN 130 MPH NAILS FOR ATTACHING 4-I0d BOX 0"x 0.12MOR r- -' G.M. - IRBON MONOXIDE 0.5.B. - ORIENTED 5TRAND BOARD PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE SPACED 6'O.G.FOR MIN.48"015TANGE FROM RIDGES,EAVES AND CABLE END 4-3"x 0.131"NAILS,OR EXISTING FOUNDATION It FTG. SD . -r,,, " I I �,.(. -;>�LAR TIES P.T. - PRESSURE TREATED WALLS.AND 4 O.G.TO GABLE END WALL FRAMING. 4-3 x 14 6A.STAi'LES,T/Ib GR FLOOD ZONE: X `---------- ' SMOKE DETECTOR DN. - DIWN REF. - REFRIGERATOR 9.GYPSUM SHEATHING SHALL CONFORM TO A5TM G 1396 AND SHALL BE INSTALLED IN AGGORDANGE WITH GA253. FIBERBOARD SHEATHING 21 BUILT-UP 61RDER5 AND BEAM5,2"LUMBER LAYERS 20d COMMON(4'x O.Ia2")OR IL EACH LAYER AS FOLLOWS EXIST. WOOD FRAME WALL UP. - DEEP R.O. - ROUGH OPENING SHALL CONFORM TO A5TM G 208. 32"O.G.AT TOP I BOTTOM ANE h.SPACING OF FASTENERS ON FLOOR SHEATHING PANEL EDGES APPLES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REGUIRED STAGGERED SCALE: AS NOTED --------� E REMOVED CARBON MONOXIDE D.H. - gOUBLE HUNG R.R. - ROOF RAFTERS BLOCKING AND AT FLOOR PERIMETERS ONLY. SPACING OF FASTENERS ON ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGES IDd BOX 3"x 0.128" (R24"O.G.FADE NAIL AT TOP d L--------J EXIST. WALL TO B DETECTOR D.J. - [EGK JOISTS T.O.W. - TOP OF WALL SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING. BLOGKIN6 OF ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR To 3"x 0.131"NAILS,AND: BOTTOM STAGGERED ON G.M. D.W. - 115HHA5HER TYP. - TYPICAL THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT A5 REQUIRFID BY OTHER PROVISIONS OF THI5 CODE. FLOOR PERIMETER SHALL BE OPPOSITE SIDES •R EX15T. EXI5TING U.O.N.- UNLE55 OTHERN15E NOTED 51JPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. 2-2 CO 0 x D. 2 0 FACE NAIL AT EN05 AND AT Drawn ay' PLS o ib'O.G. FRAMING NOTATION 50 GFH MIN. EXHAUST1.WHERE A RAFTER 15 FASTENED TO AN ADJACENT PARALLEL CEILING J015T IN AGGORDANCE WITH THI5 5GHEDULE,PROVIDE 2 TOE NAILS ON 3-10d BOX(3"x 0.128)OR EACH SPLICE VENT TO EXTERIOR E.P.- Et(TR16AL PANEL V.I.F. - VERIFY IN FIELD ONE SIDE OF THE RAFTER AND TOE NAILS FROM THE CEILING J015T TO TOP PLATE IN ACCORDANCE WITH THI5 56HEDULE. THE TOE NAIL ON THE 3-3"x 0.131"NAILS AS PER NYS CODE F.D.- F)OR DRAIN V.P. - VALLEY PLATE OPP051TE 51DE OF THE RAFTER SHALL NOT BE REQUIRED. 28 LE06ER STRIP SUPPORTING JOISTS OR RAFTERS 4-16d BOX(3 1/2'x 0.1359 OR AT EAGH J015T OR RAFTER, Date: 8/2cl/2010t SECTION 8303.3 (U.O.N.) FL. - F5H V.R. - VALLEY RAFTER 3-I6d COMMON 0 112'x 0.162")OR FACE NAIL FP5G -IRE PROOF 5ELF GLONN6 W.M. - WASHING MACHINE 4-I0d BOX(3"x 0.128»1 OR 6ALV.4ALVANIZED 4-3"x 0.131"NAILS EXISTING DOOR (U.O.N)® 4x4 STRUCTURAL POST GYP. B- 6YP5UM BOARD BRIDGING TO J015T 2-I0d 3"x 0.128" EACH END,TOE NAIL RAFTER i COLUMN SPEGIFIGATIONS: HWH - IT WATER HEATER GL I MATI G AND cOC�RAPH I G DES I C N Gfi�»I TERI A LOAD BEARING WALL I I �� INSUL. �ISULAT(ON 2015 N.Y.S. GOOF TABLE R301�(I) A - 1 NEW 4 DIAM. 5GHED. 40 STEEL PIPE COLUMN W/ B (LOAD BEARING WALL5 SHALL I p 13/4" THICK TOP 4 OTTOM STEEL BEARING L.V.L -AMINATED VENEER LUMBER GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER IGE BARRIER FLOOD AIR MEAN HAVE SOLID BLOG5TU i I AND LOCATIONS NSINO PLATES SHALL BE DRILLED T B EC NI PATES SHALB BE 1N LOAD '�` E HIND- TEGORY HEATHERING FR05TLI E TERMITE MpN UNDERLAY- HAZARDS F INDEX G TEMP ANNUAL PLACED BE: 5TL1D5 ® L--_--___J -i-10 SPECIAL BORNE ( ( )) Pro . North 4'-0" D.G.'VERTIGALLY). CONTINUOUSLY WELDED TO COLUMN. REFER TO SPEED TOPOGRAPHIG WIND DEBRIS PLANS FOR FOOTING 51ZE5. GAT. 2 EFFEGT5 REGION ZONE REFER TO „ MOD. TO , REFERTO 1500 OR REFER TO 20# 140 LOCAL NO ZONE I B SEVERE 3-O HEAVY IS YES LOCAL LE-55 LOCAL D® NOT SGA�LE PRINTS (mph) JURISDICTION JURISDICTION JURISDICTION AS PER AS PER A5 PER N.Y.S. CODE N.Y.5. CODE N.Y.5. CODE PRESSURE TREATED LUMBER 02311): PROTECTION OF WOOD B WOOD BASED PRODUCTS FROM DECAY SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS BY THE USE OF NATURALLY DURABLE WOOD OR WOOD THAT IS PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA UI FOR THE SPECIES, SECTION 4 OF PRESERVATIVE UI AND END USE. PRESERVATIVES SHALL BE LISTED IN ARCHITECTURE, PLLG I. WOOD JOI5T5 OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER THAN 18" OR WOOD GIRDERS WHEN GL05ER THAN 12" TO THE EXP05ED GROUND IN GRAWL 5PAGE5 OR UNEXGAVATED AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION. PH: 631.816.5518 2. WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALL5 AND ARE LE55 THAN 8" FROM THE EXPOSED GROUND. rAX: 631.475.2550 3. 51LL5 d SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT EXISTING CONTACT WITH THE GROUND UNLE55 SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE BARRIER. E: DSTEISELOOPTONLINE.NET UNEXCAVATED 4. THE ENDS OF WOOD GIRDER5 ENTERING EXTERIOR MASONRY OR CONCRETE WALLS HAVING CLEARANCES OF LE55 THAN 1/2" ON TOP5, 51DE5 $ ENDS. WWW.DIr:5ELARGHITEGTURE.VP?eB.GOM LINE OF DECK ABOVE 5. WOOD SIDING,5HEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LE55 THAN 6" FROM THE GROUND OR LE55 THAN 2" NEW 4x4 PRE55URE TREATED P05T5 ON 12" MEASURED VERTICALLY FROM GONGRETE STEPS, PORCH SLABS, PATIO SLABS AND DIAM. P.G. FOOTINGS TO EXTEND 3'-3° SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER. 1101 WAVERLY AVE., HOLTSVILLE, NY 11142 6. WOOD STRUCTURAL MEMBERS SUPPORTING M015TURE-PERMEABLE FLOORS OR BELOW GRADE, d &ALV. METAL CLIP HW ROOFS THAT ARE EXPOSED TO THE WEATHER, SUCH AS CONCRETE OR MASONRY r-------- ' CONNECTORS A5 PER DETAIL SHEET A-I " SLABS, UNLESS SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS 2x8 PRESSURE TREATED NEW 2X$F.J.® Ib D.G. -------- TYP. (BOTTOM OF FTG'5 TO REST ON ._..1: " MOISTURE BARRIER. FLA5HING. (REFERUTO UM -------_ ' UNDISTURBED SOIL AND/OR 10090 T_ (NEW ZXS F J.® 16 O.G.ABOVP) 7. WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY LEDGER/DE:G ATTACHMENT COMPACTED FILL WITH MIN. 2,000 PSF 501L d)J TO THE INTERIOR OF EXTERIOR MASONRY WALLS OR CONCRETE WALLS BELOW GRADE PROJEGT TITLE: DETAIL, SHEE A-3) r--------; BEARING CAPACITY, TYP. BOTTOM OF v-I EXCEPT WHERE AN APPROVED VAPOR RETARDER IS APPLIED BETWEEN THE WALL $ ®RL05KY RESIDENCE: FOOTING TO REST 3FT ABOVE HIGHEST F• THE FURRING STRIPS OR FRAMING MEMBERS. �- --------- _7- �.' (�Z WATER TABLE OR CONSULT WITH ENGINEER, fFIEiD TREA111ENT 0t3t7.I.U: 1�I (2) 2x6 P.T. ✓ ,Yp FURNAG o @ FIELD GUT ENDS, NOTCHES DRILLED HOLES OF PRESERVATIVE-TREATED WOOD INfiERIOR ALfiERAfiI®N� SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 2x6 P.T. DECK JO15T5 0 16" O.G. D`° � II O W GROUND CONTACT (R31712): N W/BRIDGING 0 MID5PAN —� ALL WOOD IN CONTACT WITH THE GROUND, EMBEDDED IN CONCRETE IN DIRECT O 5 ®NVER5 I®N CONTACT WITH THE GROUND OR EMBEDDED IN CONCRETE EXPOSED TO THE WEATHER -- -- - ---p_ ----- THAT 5UPPORT5 PERMANENT STRUCTURES INTENDED FOR HUMAN OCCUPANCY SHALL BE APPROVED PRE55URE-PRE5ERVATIVE-TREATED WOOD SUITABLE FOR GROUND CONTACT USE EXCEPT THAT UNTREATED WOOD USED ENTIRELY BELOW GROUNDWATER G.G. SHALL ; N LEVEL OR CONTINUOUSLY SUBMERGED IN FRESH WATER SHALL NOT BE REQUIRED TO INFILL FLUSH UNFINISHEDBE PRE55URE-PRESERVATIVE-TREATED.LU I {�Imo- o y1te� o o SPACE PROJECT LOCATION: wz Tank (7'-10 1/2" GLG. HTS UNFINISHED 71 (NEW 2X8 F.J.® 16"D.G.ABOVE SPACE I�515 �OUN�V I EW AVS., dC� UNFINISHED 01-6. HT) 5OUTH®LD, N1' 11111 • LX`I I N 1 d� 5PAGE n +- lu UNFINISHED W " z LINE OF EXISTING (8 8 61-6. HTS SPACE DROPPED FLOOR JOISTS SEAL ANIS S I 6NATURE 36-q i 0-8" GLG. HT) i1 1'-8" x EXISTING (3) 2XIO GIRDER TO BEGOME (4) 2X10 — LU X J / -. A� 'o EXISTING WINE ROOM ��`� � sr p (8'-b 1/2" GLG. HT,) 1------------ ------ - -- -- -- -- -- - -- -- -- -- -- -- -- -- ----o- -EXISTING2X�E3---e-- -- -- ---e--- - mz !2) 2X8 =1CV� o Z - EXISTING FOUNDATION WALL. -,�1;r EXISTING STAIRCASE ALIGN WITH 3_32 TO BE REMIOVED POST ABOVE_ -� m - Q EP o0A33 rl--- `O64 L FNEW ,- �t z EXISTING CRAWL SPAGE - ;24'X 24" i (2) 2x8 124"x;2 ° -h 1 R-2' CLO. HT) fL INTERIOR FOOTINGS. TYP. : EXISTING SLAB ON GRADE. F— 18" DEEP POURED GONG. FTG. 1 - w W n, 1 /. Ir I l c i _lj ( EXISTING (TYP.) (BOTTOM OF FT&'S TO L- -J I I I — _ REST ON UNDISTURBED SOIL I I I I d '� AND/OR 100% COMPACTED -�� , I UNEXCAVATED EXISTING (3) 2X10 TO I7E5ICNER: m FILL WITH MIN. 2,000 P5F 501L ++ EXISTING (3) 2X1_0 _ BECOME (5) 2xI0 -- EXISTING (3) 2X10_ DROPPED - DROPPED BEARING CAPACITY) TYPICALLCY DEQ I�N CROUP UNLESS OTHERWISE NOTED. POWELIN& BETWEEN NEW AND EXIST.i ; I }� -- FOUNDATIONS (TY : J FURN151- 4 NSTALL)5/8" DIAM. EPDXY 151 LAPAY TTE 5T./ 2ND. rL./ T COATED DOWELS 14" LONG, 7" MIN, I R-Iq FIBERGLASS BATT INSUL. I NEW 8"xl6" CMU PIER- EMBEDMENT, SPACED 24" O.C. NEIL YORK N�' 10013 N t 2x6 WOOD STUD WALLS 0 I6" SHALL BE APPLIED TO THE FILLED SOLID 4 HORIZONTALLY. FILL &AP5 WITH HIGH �/®H / m t O.G. WITH PRE55URE TREATED UNDERSIDE OF THE NEW 5TAIRGA5E. �; N t DOWELED TO 24"X24" XI8" . LOU15 N(CH «✓ SILL PLATES 4 R-21 -.1 DP POURED GONG. FTG. STRENGTH EPDXY MORTAR. (TYPICAL N I FIBERGLASS BATT INSULATION, m I TYP WHERE NEW FOUNDATIONS MEET EXISTING) X TYPICAL AROUND STAIR WELL. NEW F.J. SHALL BE INSTALLED 111 FLUSH WITH EX15TING X1 I ADJACENT FLOOR JOISTS, I 1 �t I I u Np• NEW 2x8 F.J. ® I6" D.G. I `--FJ I NEW 2x8 F.J.a IV O.G. TYP. NEW 8" POURED GONGRETE FOUNDATION NOTE: BY INGLU51ON OF THI5 NOTE, THE OWNER HAS �L--t-'J BRIDGING® MIDSPAN L--!--J BRIDGING a MI05PAN WALL AT GARAGE DOOR OPENING, ABOVE BEEN ADVI5ED THAT PRIOR TO ANY GON5TRUGTION ` R-Iq FIBERGLASS BATT FUEL -: IN5UL i R-19 FIBERGLAS5 BATT IN5UL. EXIST. FOUND. WALL. TOP OF NEW CONCRETE AND/OR DEMOLITION WORK, IT SHALL BE THE OWNER'S TANK 0 1 TO BE LEVEL WITH TOP OF EXIST. ADJACENT RE5PON51BILITY TO OBTAIN A BUILDING PERMIT FROM -1i u FOUND. WALL. lL t cv 1 THE GOVERNING BUILDING DEPARTMENT. THE t ARGHITEGT DOES NOT REGOMMEND AND DOES NOT GUARANTEE THAT SOLELY BY THE PREPARATION OF m i z THESE PLANS SHALL (ON5TRUGTION OGGUR. PROPER EXIST. VENT J EXIST. VENT REVIEW AND APPROVAL BY A QUALIFIED BUILDING DOWELING BETWEEN NEW AND EXIST. DEPARTMENT OFFICIAL 15 REQUIRED PRIOR TO ±83'-22" EXISTING FOUNDATION FOUNDATIONS (TYP): GON5TRUGTION. FURNI5H t INSTALL 5/8" DIAM EPDXY COATED DOWELS, 14" LONG, 7" MIN. EMBEDMENT, SPACED Issues and Revisions 16" O.G. VERTICALLY. FILL GAPS WITH HIGH (D;;e ELLAR PLAN STRENGTH EPDXY MORTAR. OYPIGAL WHERE NEW No. Date Issues and Revisions FOUNDATIONS MEET EXISTING) q/Iq/201q PERMIT SET 10/15/19 REVISED PER BUILDING DEPT. T_ FWFGM 2015 TABLE 3.2E3 BOTTOM PLATE TO FOUNDATION CONNECTIONS (ANCHOR BOLTS) RE515TINO LATERAL AND SHEAR LOADS FROM WIND, (PRE5GRIPTIVE ALTERNATIVE TO TABLE 3.2) PROJECT FOR EXP05URE5 B 4 G AND ALL WIND SPEEDS ANCHOR BOLT DIAMETER (IN) MAXIMUM ANCHOR BOLT 5PAGIN6 (IN) 4"DIA.VENT 4"DIA.VENT I/211 3111 O.G. —� i rHRu ROOF rHizu ROOF ZONE: ROOF ROOF 5/511481' O.G. I.PRE5GRIPTIVE LIMITS ARE BASED ON A55UPIPTION5 IN TABLE 32 PROPOSED PROP05ED PROPOSED 2.WHEN ANCHOR 13OLT5 ARE USED TO RE515T UPLIFT,LATERAL d SHEAR LOADS,THE MAXIMUM ANCHOR BOLT 5PAGINS SHALL NOT EXCEED THE LE55ER RELC OATED ALTERED RELOCATED OUTDOOR KITCHEN WET BAR BATHROOM # 3 OF THE TABULATED VALUE-5 FOR UPLIFT LOADS(TABLE 320)OR LATERAL d SHEAR LOADS (TABLE 3.25). FOR OTHER ANCHOR BOLT LIMITATIONS SEE FLOOD ZONE: 1X1 BATHROOM #1 BATHROOM #2 POWDER ROOM #1 PATIO TION 32.1.1 AND 322.3. 3 DIA. 3" DIA._ _ 3' DIA. IA•__ _ Df A, 1 1/2 PVS-----, 1 112"bl - 1 1 a 3.TABULATED ANCHOR BOLT SPACINGS FOR SHEAR LOADS ASSUME WALLS ARE SHEATHED IN ACCORDANCE WITH SECTION 3.4.42. FOR OTHER WALL _ I f/2" '-r---_A. --/2 SHEATHfN5 TYPES THE TABULATED ANCHOR BOLT 5PACINGS SHALL 13E MULTIPLIED BY THE APPROPRIATE 5HEATHING TYPE AD 115TNlENT FACTOR IN ABL 3.110, , -------- -----, _ , blA r-- i -� r-- BUT IN NO CASE SHALL ANCHOR BOLT 5PACIN55 EXCEED 6FT ON CENTER. SCALE: AS NOTED 1 1/2"DIA. 6 —�. 1 1/2"DIA. 14.LATERAL CONNECTIONS SHALL BE PE51ONE.D TO RESIST THE LOADS IN TABLE 35. I I I „ 151hJK ISItJK SINKI I 1 I I/2"DIA. O O— .LAv m b i In DIA. @—w I LAV LAV I LAV ILAV , [HFGM 2015 TABLE 3.2G Drawn $ r%S I I I I TLT TLT TLT D.W. D.W. TLT F.A.I. Y• FIRST FLR. FIRST FLR. SILL OR BOTTOM PLATE TO FNP. GONNEGTION5 (ANCHOR BOLTS) RE515TIN6 UPLIFT 2" DIA. 2" DIA. 2" DIA 2"DIA. 2" VIA. LOADS FROM WIND, (PRESGRIPTIVE ALTERNATIVE TO TABLE 3.2) EXP05URE B Date: 8/2q/201a 3"DI E 3"DIA.WASTE 3 0 700 - YR. WIND SPIED 3-SECOND 6U5T 110 115 120 130 140 150 160 170 180 195 3"DIA. 'Ll3" DIA. �:3'DIA. 3"DIA.WASTE 3"�D{A.WASTE c.o. PLATE FVUNDATION MAXIMUM NGHOR BOLT SPACING (INJ I'2 4" DIA.WASTE EXISTING SIZE SUPPORTING j TRAP TO EXISTING 8 FT. D ZONES EXISTING 5EPTIG SYSTEM LAUNDRY SILL E BOTTOM 2x4 1-3 STORIES 72 71 57 43 35 30 127124 22 20 wM PLATE TO PhID. ANCHOR BOLT INTERIOR ZONES CONNECTION 1-3 STORIES •72 1 72 66 1 50 41 35 1 31 28 26 23 A - - CELLAR RESISTIN6: UPLIFT LOADS 8 FT. END ZONES FLUMBIN5 RISER � IAORA1�f 2x61-3 STORIES 72 72 68 51 42 36 32 29 26 23 PCOJ. North INTERIOR ZONES 0 N.T.S. I7 STORIES -I2 •72 72 60 4q 42 37 34 31 27 DO NOT SCALE PRINTS DEMOLITION NOTES GENERAL NOTES. I. PRIOR TO COMMENCEMENT OF ANY DEMOLITION WORK,GG SHALL VERIFY ALL EXISTING GONDITION5 AND UF 51 GENERAL GONDITION5: REPORT ANY DISCREPANCY (FROM CONDITIONS AND DIMENSIONS INDICATED) ON THESE DRANINC75 TO THE EXISTING REAR I. ALL DIMENSIONS OF EXIST. STRUCTURES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ARCHITECTURE, PLLO ARCHITECT IMMEDIATELY. CONSTRUCTION. IF ANY 1?15CREPANGIE5/CONDITIONS ARI5E WITH THESE PLANS PRIOR TO OR DURING THE 2. PRIOR TO COMMENCEMENT OF ANY DEMOLITION WORK,6G 15 TO COORDINATE THE REMOVAL OF ANY AND RA15ED r vV Q COURSE OF CONSTRUCTION, CONSTRUCTION SHOULD CEASE AND THE AR(HITEGT SHALL BE NOTIFIED ALL PLUMBIN(5, ELECTRICAL, MECHANICAL AND/OR ARCHITECTURAL ITEMS INCLUDING WALL PARTITIONS IN IIMMEDIATELY. FAILURE TO DO TH15 WILL RESULT IN THE ARCHITECT ASSUMING NO LIABILITY WITH THE P CONFORMANCE WITH THERE PLANS. AGTION5 TAKEN TO CORRECT THE DISCREPANCY. 31.816.5518 3. ELECTRICAL FIXTURES,OUTLETS, JUNCTION BOXES, CONDUIT PIPING, PANELS, TRANSFORMERS, ETC. ARE TO BE DISCONNECTED AND/OR REMOVED AS APPLICABLE TO NEW FLOOR PLAN AS NOTED. 2. PLAN DIMMENSIONS ARE FROM FINISH WALL TO FINISH WALL,UNLESS OTHERWISE NOTED. SAX: 631.475.2850 4. REMOVAL OF GON5TRUGTION DEBRIS 15 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. N PRI DEMOLITION: E. D5TEI5EL®0PT0NLINE.NET 5. 6G TO DEMONSTRATE AND COORDINATE WITH ALL TRAFFIC SAFETY PRACTICES ACCORDING TO STATE r3. G.G. TO FURNISH d INSTALL TEMPORARY BRAGIN6 8 SHORING PRIOR TO THE REMOVAL OF ANY AND TOWN OIRDINANGE5 AND IN GOMPLIANGE WITH INSURANGE RESTRIGTION5 AND/OR REGULATIONS. STRUCTURAL ELEMENTS. WWW.DIE55LARGHITEG7'URE.VPY4E5.GOM 6. DEMOL15H AND REMOVE FROM THE PREMISES IN A MANNER ACCEPTABLE TO ALL JUR15DIGTIONAL 4. WHERE EXI5TIN6 WALLS ARE INDICATED TO BE REMOVED, CONTRACTOR 15 TO PATCH EXIST. FLOOR, A6ENGIE5, AND TO THE APPROVAL OF THE OWNER AND ARCHITECT 50 INDICATED OR REQUIRED BY THE ADJACENT WALL5 8 GEILIN6 FINISHES AS REQV. (TYP) WORK OF THE CONTRACT DOGUMENT5,OR A5 MAY BE DIRECTED IN THE FIELD BY THE OWNER. FOUNDATION: 1101 WAVERLY AVE., HOLTSVILLE, NY 11142 1. EXISTING FIXTURES, HARDWARE, PARTITIONS, ETC. SHALL BE REMOVED A5 NOTED. 5. ALL FOOTINGS SHALL BEAR ON UND15TURBED VIRGIN SOIL HAVING A MIN. 2,000 P5F BEARING CAPACITY S. EXI5TING 1_I6HTING TO BE REMOVED, INGLU51VE OF WIRING BACK TO 015TRIBUTION PANEL. BILOO A5 PER 2015 NY5 GODE, SECT. R401,TABLE R401.4.1, OR GOMPACTED TO CONFORM TO TH15 CAPACITY. IF q. ALL REMOVAL WORK DEBRIS SHALL BE REMOVED AT LEAST ONCE PER DAY OR AS REQUIRED TO MAINTAIN E --- DOOR COMPAGTIN6 15 PERFORMED, 501L TESTS WILL BE REQUIRED d APPROVED BY THE ARCHITECT. PROJECT TITLE: SAFE HORK1146 CONDITIONS. VERIFY METHOD AND LOCATION OF REMOVAL WITH OWNER. EXIST.2xs G.J.m 16"O.G. ____ �� 6. ALL CONCRETE FOOTINGS SHALL CONFORM TO 2015 NY5 CODE SECT. R403 MIN. 2,500 P.S.I. @ 28 DAYS � 10. ALL ABANDONED ITEMS- EQUIPMENT,WIRING, PLUMBING, BLOCKING,ETC. NEEDS TO BE COMPLETELY -------To BE-1zEt-- -- PLAIN CONCRETE UNLESS OTHERWISE NOTED WITHIN THESE PLANS OR SPECIFICATIONS WHEN APPLICABLE. ORLO15K i�/ R 51 DEN ISE: REMOVED FROM THE SPACE. � � 1. ALL FOUNDATION WALLS OR SLABS SHALL HAVE PRESSURE TREATED (P.T� SILL PLATES WITH 6ALV. 11. NO CHANGE ORDERS OR EXTRAS SHALL BE ALLOWED DUE TO THE GG5 LACK OF A 51TE VISIT. INTERIOR ALT RATIO B 4 12. AT COMPLETION OF DEMOLITION WORK,6G 15 TO MEASURE THE SPACE AND REPORT ANY 06GREPANGIE5 EXISTING STEP METAL ANCHOR BOL75 WITHIN 12 FROM EA. CORNER TO EXTEND MIN. T' INTO POURED GONG. FOUNDATION TO THE ARGffITEGT. WALL W/35" 50. WASHERS. ANCHOR BOLTS SHALL AL50 BE LOCATED WITHIN 6"-12" FROM THE ENDS OF GARAGE GONVER51 ON _ _ _ _ ______ ___ EACH PLATE SECTION, A5 PER 2015 WFGM SECTION 3.2.1.1. REFER TO WFGM TABLE 3213,SHEET A-I, FOR = - ----- - � _ EXISTING LIVING RM - I -_-- ANGHOR BOLT 51ZE 4 SPACING REQUIREMENTS. 51LL PLATE 70 REST ON METAL TERMITE SHIELDS WITH SILL I I 1 I y I I I I I I x (- _ SEAL INSULATION PLACED BELOW TERMITE SHIELD AS PER WFGM. i y I (8'-0" GLC .) . HT) I I I I V iDW� L`JJ 8. ALL CONCRETE WALLS SHALL GONFORM TO 2015 N.Y.5. CODE TABLE 8422.2, DETAIL SHEET A-I,PLAIN 1 01I iJ L- " --- GONGRETE UNLESS OTHERWISE NOTED WITHIN THE5E PLANS OR 5PEGIFIGATION5 WHEN APPLICABLE. PROJECT LOCATION: j 1 o 1 1 �� I q. ALL STEPPED FOOTINGS SHALL HAVE LEVEL TOPS AND BOTTOMS, 5ET WITH A MAXIMUM TWO HORIZONTAL i t I I ®I I I Iii1 I I TO ONE VERTICAL DIMENSION. \ / 1 1 1 �I I I I I EXISTING DINING RM. �11��gpI I 10. ALL FOUNDATION WALLS SHALL BE SLEEVED A5 REQUIRED FOR INSTALLATION OF ALL UTILITY LINES OR 15515 SOUND Y IEW A\/r:./ EXISTING i i EXISTING i ii EXISTING I I I n i OTHER ELEMENTS PA551N6 THROUGH THE FOUNDATION WALL. ®UTH®LD, NY I I-II BEDROOM #2 ► BATHROOM #2 I �1m BEDROOM #I ► i 1 I I I FRAMING $ 5TRAPPING: t II X10 11 11 j1 i I 111 I I I I i 1 I 11. ALL ROOF EAVES, RIDGES, RAFTER SPACES ABOVE INSULATION,UNHEATED ATTIC SPACES AND SEAL AND SIGNATURE: I I I I FOUNDATIONS CRAWL 5PAGE5 SHALL BE VENTILATED AS INDICATED ON THESE PLANS AND IN III I L----------- i I I I H 1 1 EXISTING L_ I 1 1 1 I I 1 I KITCHEN j GONFORMANGE WITH GOVERNING REGULATIONS. III I f- I I I i I 12. ALL SHEATHING AND 5UBFLOORING SHALL BE EXTERIOR GRADE AND AS REQUIRED BY ALL GOVERNING III 1 1 I I I I I I i t REGULATIONS. t I I ( y 1 1 I I I 13. ALL FLOOR J015T SHALL BE DOUBLED AT END RUN5,UNDER PARTITIONS RUNNING PARALLEL TO THEM TDh'i I I I I y ---� --- It--------------------- ------I I I AND UNDER BATHTUBS. /�`� G�1 ST I$" JII �-------------- - --- ---------------- _ _ --- ---- ----- I T 1 14. GRO55 BRIDGING SHALL BE PLACED IN ALL FLOOR SYSTEMS MINIMUM OF S'-O" ON CENTER AND OF -------- - �r- - ---- r------� TYPE REQUIRED BY GOVERNING CONST. CODE. i l l L JJ EX15TI ` ( I I I i I I I I I I I I 1 I I 15. INSTALL PLYWOOD 5HEATHIN6 VERTICALLY AT ALL CORNERS. NAILING 5PEGIFI(ATION5 TO CONFORM 70 ATHRO60) I G=====_______� I LL------�"�-__---� �1 t I 1 I I I GOVERNING REGULATIONS. j I C ,� �L _-�I I 1 ci l Q I 1 ___ ---- 16. ALL ROOF RAFTERS SHALL HAVE HURRICANE TIES THAT ATTACH TO TOP PLATE 4 STUD. `rT �a a3° y0�? I I - J-�---- ----T----- �� ® � 1 - I Il. BLOCKING SHALL BE PROVIDED TO SUPPORT ROOF GUTTERS, FASCIA ENDS, GYPSUM BOARD CORNERS _FE �\ ---� I I I Flo I r- -� I-----I F---- --- L--------- EX15TINO FOYER �� A-------------, i i I �I _-- --- _ - J AND EDGES,CABINETS AND AGGE55ORIE5,ETC. II II (8'-0" GL6. HT.) 1 II (� 1 F_ I - II L8. INSTALL FIRE STOPPING AT ALL REQUIRED L06ATION5 TO COMPLY WITH 2015 N.Y.5. CODE 5EGTION5 I I I I �-/ ► ---- ---- --- II 502.13,602.8 8 1003.14. I I --- iq. PROVIDE FIRE RATED A55EMBLIE5 A5 INDICATED ON DRAWINGS AND IN COMPLIANCE WITH I � ------------ APPROPRIATE TESTING AGENCY SPECIFICATION. DESI C HER: 20. CONTRACTOR SHALL INSTALL METAL WALL TIES AS PER DRAWING SPEGIFIGAT10N5 IN AGGORDANGE 1-------j L-=----- I I I I I I II �/ I ------ I --- y I I o II WITH THE 2015 NEW YORK STATE RESIDENTIAL BUILDING CODE. SEE DETAIL SHEET FOR WALL TIE LG I DE51 GN GROUP I I I I L7.. LOCATIONS. 1 I I ISI LA AYETTE 5T., 2ND. �L., LOAD BEARING 5TRUGTURE: 21. ALL FLITCH PLATE 5TEEL 5PEGIFIED ON THESE DRAWINGS SHALL BE TYPE A-36 WITH UNIT 5TRE55 OF NEW YORK NY 10013 I I 111 EXISTING I j EXISTING EXISTING FRONT 11 23,160 PSI,FLITCH PLATES SHALL BE DRILLED AT 24" O.G. 5TA66ERED AND BOLTED WITH 1/2" DIAM BOLTS, LOUIS Y®�/ I I ® ® ® ® PORGH ® ® ® ® II WASHERS AND NUTS 70 FRAMING MATERIAL. III BEDROOM #5 I I BEDROOM #4 EXISTING GARAGE 22. ALL STEEL COLUMNS SHALL BE 4" SCHEDULE 40 STEEL PIPE COL. UNLE55 OTHERN15E NOTED ON PLANS. I 1 23. PROVIDE POSTS BELOW ALL GIRDERS 4 BLOCK SOLID DOWN TO FOUNDATION WALL OR GIRDER BELOW If 1 11 24. LUMBER TO BE DOUGLAS FIR, Fb=850, E= 13 x 106 OR BETTER I I i 11 II 6 NOTE: BY INCLUSION OF THIS NOTE, THE OWNER HAS I I III II 25. MIGROLAM LVL'5 BY TRU55 J015T, MIN Fb=2,600 P51,E= I.q x 10 BEEN ADVISED THAT PRIOR TO ANY CONSTRUCTION I III II 26. ALL STEEL BEAMS, 61RDER5, LINTELS, ETC. USED SHALL BE A5 PER A5TM A36, Fb=23,160, E= 2q x 106 AND/OR DEMOLITION WORK, IT SHALL BE THE OWNER'S 1 Il 21. FASTENERS, HAN6ER5 4 TIE DOWN CONNECTORS THAT COME IN CONTACT WITH A.G.Q. TREATED RE5PON5I13ILITY TO OBTAIN A BUILDIN6 PERMIT FROM I 1 II LUMBER MUST BE DE516NED FOR SUCH USE- REFER TO MANUFACTURERS 5PEGIFIGATION5. THE GOVERNING BUILDING DEPARTMENT. THE 1 11 ARCHITECT DOES NOT RECOMMEND AND DOES NOT I II KE,P NOTES' GUARANTEE THAT 50LELY BY THE PREPARATION OF 1 28. ALL PLUMBING, WAG,AND El EGTRIGAL WORK SHALL BE PERFORMED BY LIGEN5ED AND INSURED THESE PLANS SHALL CONSTRUCTION OCCUR. PROPER 1 CONTRACTORS AND IN ACCORDANCE WITH ALL APPLICABLE CODES AND REGULATING AGENCIES. REVIEW AND APPROVAL BY A QUALIFIED BUILDING 1 2q. ALL STORM WATER AND SEWAGE DISPOSAL 5Y5TEM5 SHALL BE DE516NED AND INSTALLED A5 PER DEPARTMENT OFFICIAL 15 REQUIRED PRIOR TO �F=__ __= GOVERNING HEALTH DEPARTMENT AND REGULATION AGENGIE5 REQUIREMENTS. CONSTRUCTION. 30. ALL NEW UTILITIES INDICATED SHALL BE DE516NED, INSTALLED AND TERMINATED BY LOCAL UTILITY COMPANY AND IN CONFORMANCE WITH APPROPRIATE RULES AND REGULATIONS AND ALL 6OVERNIN6 RULES. Issues and Revisions 31. ELECTRICAL WORK TO BE UNDERWRITER'S INSPECTED AND APPROVED. No. Date Issues and Revisions IRST FLOOR DEMOLITION FLAN 31. GENTERLINE OF TYPICAL ELECTRICAL OUTLET TO BE MOUNTED 1'-3" A.F.F. UNLE55 OTHERN15E NOTED. Of CONTRACTOR SHALL FURNISH AND INSTALL A MINIMUM OF ONE OUTLET PER WALL AND ONE OUTLET PER a/1q/201q PERMIT SET TWELVE LINEAR FEET OF WALL. 33. CENTERLINE OF TYPICAL LIGHT SWITCH TO BE MOUNTED 4'-0" A.F.F. UNLE55 OTHERWISE NOTED. 10/15/Iq REVISED PER 13UILPINO DEPT. NOTE: X I T I I �l�../ D I `�1� ( T I D 1 `� NOTES : 34. CONTRACTOR TO COORDINATE LOCATION OF LIGHT FIXTURES WITH SMOKE DETECTORS. SHEATHING THIS DETAIL 15 APPLICABLE35. CABLE, DATA AND TELEPHONE JACKS TO BE FURNISHED AND INSTALLED BY CONTRACTOR WHERE FLOOR JOISTS ARE AS PER HOMEOWNERS REQUIREMENTS. 510IN6 PARALLEL TO DECK J015T5. I. THE ARCHITECT SHALL NOT BE HELD LIABLE FOR ANY AND ALL UN-FOR5EEN AND UN-DOGUMENTED CONDITIONS NOT READILY GOMINUOU5 ALUMINUM FLASHING FOR VISIBLE. BY INCLUSION OF TH15 NOTE, THE OVNER/GLIENT HAS BEEN ADVISED THAT UNKNOWN BUILDING CONDITIONS WITHIN THE 36. ALL HVAC WORK SHALL BE DE516NED AND INSTALLED A5 PER THE 2015 RESIDENTIAL CODE PROJECT WATER TIGHTNESS SCOPE OF THIS WORK CAN ONLY BE ADDRE55EO A5 THEY AR15E OR ARE DISCOVERED. DOCUMENTED CONDITIONS BY THE OF NEW YORK STATE, CHAPTER 12-23 INCLUSIVELY AND ALL DUCTS SHALL BE INSULATED IN EXTERIOR WALL 2x P.T.LEDGER BOARD ARCHITECT ARE SOLELY FOR THE ARCHITECTS ACCORDANCE WITH THE ENERGY GON5ERVATION CODE OF NEW YORK STATE, 5EGT. 503 USE IN PREPARATIONS FOR PROPOSED WORK AND DO NOT CERTIFY OR SCTM #: -- b"LONG x I/2"DIAM.GALV. CONSTITUTE STRUCTURAL INTEGRITY OF BUIILIN6 COMPONENTS OR LEGAL CONFORMANCE OF PRIOR WORK. THE ARCHITECT 31. ALL ELEGTRIGAL EQUIPMENT 4 WIRING SHALL BE DE516NED AND INSTALLED IN METAL LA6 BOLTS® 16" HU J015T HANGER BY 5IMP50N REGOMMEN05 THAT THE OWNER HIRE A LICENSED ENGINEER VERSED IN INSPECTION AND TE5TIN6 5ERVIGE5 FOR A FULL REPORT. ACCORDANCE W/ GHAPTER5 34-41 OF THE 2015 RESIDENTIAL CODE OF NEW YORK STATE. O.G.STAGGERED(TYP) z 5TRONG-TIE. ZONE: -- ir - 2. THE ARCHITECT SHALL NOT BE HELD LIABIF AND DOES NOT GUARANTEE THE EXISTING FIRE PROTECTION SYSTEM MEGHANIGAL (TABLE R50-7.2) 38. ALL WINDOWS AND 6LA55 DOORS SHALL BE INSTALLED IN ACCORDANCE W/ 2015 (b)50#a x 11!2"SCREWS OR SYSTEM, ELECTRICAL. d PLUMBING WN THROUGHOUT THE DWELLING. THE ARCHITECT RECOMMENDS THAT THE OWNER HIRE A LICENSED RESIDENTIAL GORE, SECTION R6Cxi. ALL GLAZING SHALL COMPLY W/ SECTION 8308 (8) 10d x I I/2"NAIL5. ENGINEER VERSED IN INSPECTION AND TE5TIl� SERVICES FOR A FULL REPORT. HOLD DOM DEVICE,MIN 150 LB.CAPACITY AT(4) 3. THE AR(HITEGT SHALL HAVE NO CONTROL OVER OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, 3a. ALL PLUMBIN6 WORK 5HALL BE DESIGNED AND INSTALLED A5 PER THE 2015 RE51DENTIAL FLOOD ZONE: 'X' FLOOR JOISTS LOGATION5,EVENLY 015TRIRJTED ALON6 DECK AND METHOD5,5EQUENGE5 OR SAFETY PRE(AUTICN5 AND PRO6RAM5 IN GONNEGTION WITH THE WORK SINGE THESE ARE 50LELY THE CODE OF NEW YORK STATE GHAPTER 25-33 INGLU5IVE. ALL DOME5TIG WATER SUPPLY LINES ONE WITHIN 24"OF EACH END OF THE LED6ER. GONTRAGTOR'5 RESPONSIBILITY UNDER THE CONTRACT FOR CONSTRUCTION. THE CLIENT SHALL HOLD HARMLE55 THE ARCHITECT � • HOLD-DOWN DEVICES SHALL FULLY ENGAGE DECK J015T PER HOLD-DOWN MANUFACTURER.(DECK FOR ANY DAMAGES THAT ARE A RESULT OF THE GONTRAGTORS NEGLIGENT ACTS5HALL BE COPPER TYPE 'L' UTILIZING 5% MAXIMUM LEAD CONTENT SOLDER ?� . 40. ALL WINDOWS SHALL BE W/ LOW "E" INSULATED GLAZING. SCALE: S NOTED z TEN5ION STRAP(DTT 14 BY 51MP50N STRONG-TIE) 4. THE OWNER/GLIENT BY INCLUSION OF TH15 NOTE 15 MADE AWARE THAT CERTAIN A55UMPTION5 HAVE BEEN MADE REGARDING `4 ! 3" DECK JOIST I DECKING EXISTING GONDITION5 WHIGH MAY PREVENT THE EXECUTION OF SOME OR ALL A5PEGT5 OF THE PROPOSED PROJECT. 5UGH CONDITIONS GAN ONLY BE ADDRESSED AND RE50LVED AS THEY ARISE. THESE CONDITIONS MAY INCUR ADDITIONAL WORK AND Drawn By: DLS SILL PLATES COST WHICH THE ARCHITECT SHALL NOT BE Ff5 ON5113LE FOR. -= TERMITE SHIELD I SILL 5. WORK DONE BY OTHERS -THE ARGHITEGT 5HALL NOT BE LIABLE FOR ANY WORK INCLUDED IN THESE PLANS DESIGNED BY SEALER TYP. OTHERS. TH15 SHALL INCLUDE ALL WORK NOT SIGNED AND SEALED BY THE ARCHITECT. THE CLIENT SHALL HOLD HARMLE55 THE Date: 8/2q/201e1 FULLY THREADED 31b'[?IAM.HD6 FOUNDATION WALL ARCHITECT FROM ALL WORK "BY OTHERS". LAG SCREW WITH H06 WASHER ANCHOR BOLT.REFER TO 6, THE ARCHITECT HAS ENDEAVORED TO THE BEST OF HI5 PROFE55IONAL ABILITY TO PREPARE THESE PLANS. IN THE EVENT ANY PREDRILLED INTO CENTER OF ANCHOR BOLT DETAIL. 0I5PUTE5 AR15E BETWEEN THE CLIENT/OWNER AND THE ARGHITEGT GONGERNIN6 ANY WORK PERFORMED BY THE ARCHITECT OR WITH MIN.3"THREADD TOP PLATE,STUDS HEADER HI5 AGENT5-EMPLOYEE5 WHICH CANNOT BE RE50LVED BETWEEN THE PARTIES, BY IN(LU51ON OF THIS NOTE AND USE OF THESE PENETRATION. PLANS YOU AGREE TO SETTLE ALL LEGAL ACTION THROUGH MEDIATION AND /OR BINDING ARBITRATION. 1. THESE DRAWINGS AND 5PEGIFICATION5 ARE THE PROPERTY OF DIESEL ARCHITECTURE,PLLG AND ARE FOR USE SOLELY WITH RESPECT TO TH15 PROJECT ONLY. THEY ARE NOT TO BE USED BY THE OWNER,CONTRACTOR, 505-CONTRAGTOtR5 OR SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO TH15 PROJECT OUTSIDE THE SCOPE OF THE WORK. THE ARCHITECT SHALL BE DEEMED THE AUTHOR AND RETAIN ALL GOMON LAW,STATUTORY AND OTHER RESERVED RIGHTS IN ADDITION TO THE TYP I GAS. LEDOERIDEC.A< ADETAIL COPYRIGHTS. THE DE51ON SHOWN AND DESCRIBED HEREIN, INCLUDING ALL TECHNICAL DRAWINGS, ARE PROPRIETARY AND Proj. North DWG 3 O� CANNOT BE GOPIED,DUPLICATED,OR GOMMERGIALLY EXPLOITED, IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF THE SCALE: 1" = 1'-0" (FIGURE 850-7.2.3(2)) ARCHITECT. ®® NOT JCALE PRINTS ±83'-22« EX15TINO DWELLIN6 J015T HANGER 5GHEDULE I EL TOTAL. # OF BEDROOM5 PRIOR TO ADDITION= 4 j i E, Is IN TOTAL. # OF BEDROOM AF R ADD ITI ON = 4 � 5 EXI5TIN EAR TAO MIN. LOAD ARCH I TEGTURE, PLLG NO ADDITIONAL. BEDROOM PROP05ED DUE TO ALTERATION5. A15ED MA bNRY JH 1 2,000 L65 P?10' PH: 631.816.5518 J\%�i� I`AX: 631.4'15.2x50 FINISH FLOOR SELECTION BY OWNER EXIST. i/ _ I. IN5TALLER SHALL TAKE INTO AGGOUNT THE OVER 3/4" T8G PLYWOOD SUBFLOOR (5GREW 8 GLUE) OVER TYPE OF 6LULAM, GONGRETE AND/OR WOOD E: D5TEI5EL@0PTONLINE.NET BUILT-UP FLOOR JOISTS. NEW PRODUCT THAT THESE HANGERS SHALL BE FINISH FLOOR TO ALIGN WITH ATTAGHED TO. WWW.DIESELARGHITEGTURE.VPWEB.GOM EX15TINO ADJACENT FLOOR. 4'-3" ?'-0" ol 2. INSTALLER SHALL FOLLOW MANUFAGTURER5 5PEGIFIGATION5 REGARDING HANGER MATERIAL, 1101 WAVERLY AVE., HOLTSVILLE, NY II'142 PROPOSED DECK � ----- - ----T�------------n--------- � DES RED LDADS�ASTENERS USED TO ACHIEVE NEW 5/4 x 6 PRESSURE 'N� ---- ------ BILGO 3. HANGERS SHALL BE BY SIMP50N 5TRON6-TIE TREATED DECKING. RAILING �- OR EQUAL. F7 4 5TEP5 TO GRADE PER X " " I` 'i " ii EXIST. PROJECT TITLE: CODE. REFER TO STAIRS z $YRUGTu�E ABV. 0RL0F5KY RESIDENCE: NOTE, THI5 SHEET, TYP. 11 NEW SINK ;; 4 INTERIOR ALTERATIONS I$ X15TIN� STEP ' Q REPL E WINDOW ii 1 o j i, �, „ �o- P WITH ( ) GWI35 �� I 6ARA'�/E GON Y ERSION �,,, > „ _(2) 1 3/4"x q 1/2" " FWG 6068 -- LVL FLUSH "_ , FW6 bObB 4 x 48 EXISTING LIVING RM 6 F. AREA= Iq:? S.F. (2) 2x12 2668 \ NATURAL LIGHT QUIRED: 15.36 S.F. i / 3HWR 2L2x10 (GATHEDRALED GL6) (2) 2x12 / NATURAL 1_I6HTPROVIDED: 31.42 S.F. EXPANDED CC " « D VENTILATION RE UIRED: 1.68 S.F. BEDROOM #2 30 x ?2 TUB PROJECT LOCATION: VENTILATION PROVIDED: 42.73 S.F. \ (6-0" 61-6. HT) ALTERED 15575 50XN VIEW AVE./ o RELOCATED n =; BATHROOM #2 D I N I NCS RM. 0 50 2468 (CATH. GL6) U TSI O L D, NY I I q 3 _ (8'-O" acs. HT) ' _ VENT TO EXTERIOR____----__ JEAL AND 51 6NATURE: 4,�„ 7'-0" u W/RIGID METAL DUCT, 3 n i -I2" VANITY I AS PER NY5 CODE UX Q `'Z `� 2668Q� RELOCATED KITCHEN FEED AR H I- SD *rr� r■.r*rrr�r r r�r r rrrr" r.r r�^r.r NI tV EXISTING WINDOWS �-' 3 3 x .i (8'-0" GL6. HT.) 'J� p� sT TO BE REMOVED. I u Q X FILL FLUSH WITH =uv _ WALL TO EXTEND TO NET BAR 2 3,_q, , 2x4 FRAMING, R-13 � o UNDERSIDE OF BOOR PROPOSED �- BATT INSUL 4 LIKE 2668 RAFTERS BATHROOM # 5 * ' -a MATERIALSr .r....,r."i rr�r r rte^r;r r�r r. ■r rrr�r- fi), TVP. �, � (2) 2X8 FLUSH J34042) RELOCATED 2068 EXISTING FOYER G.M. - � N ° '` (GATHEDRALED GL6.) 2068 2oba 3'-2" -- " BATHROOM #1 = 5D o - X (8'-0" GL6. HT.) ^ QDW ATTIGING , -2 RELOCATED j AGOE55 36^ 2468 - ��(� _° _ EXISTING BEAM __ __ __ __ ° POWDER ROOM #I q ON 138 L R �Cy %LINEN 369Sc 6" ( VA LINJEN / m I 0 ct� NEW SD % 5HELVE1"IR ( ( - -7) SIDING TO MATCH, OVER AIR INFILTRATION DESIC7NER: �� % BARRIER, 1/2" OSB SHEATHING, (2) 2x4 TOP ��Y DE�I�N �R®UP -iN _ PLATE, 2x4 STUDS ® I b" O.G., (2) 2x4 __S? -- --------------- 0) , d) ,------------------ EXIST. _ .� �p • , EXIST. dJ ---------- - -- ------ - ----- /---------- d� 0 E w BOTTOM PLATES (P.T.) d I LAYER OF I/2" I�I �� TT 5T., SND FL.' GYP. BD. ON INTERIOR U.O.N., TYPICAL AT 3 N n 3068 068 30 8 % 3068 ,fl N 'INFILLED WALL'. f� 6068 i 6068 EXIST. EXIST. -a- EXIST. HANDRAILS d _ � U NEVA YORK, NY 10015 2 l �� ^ ^ 61-10" GUARDRAILS AS PER FRENCH �,�. NGH �- FRENCH . ,, FRENCH i N �1 '4� O t0 6-!O 3-b • 3-6 6-10 CIA- EXISTING FRONT CODE. REFER To z. �/ 3 It� 5D SD ® ® ® ® PORCH ® ® ® ® SHEESTAIRTSTYP NOTE, THIS � 5D 3'-5" 3'-5" 3'-5" 3'-5" � x OU 15 I OH tuXw �4 N4 3LU z �' • ' o EX15T.2X8 G.J.® I6 o O.G. C) z w z EX15T.2X8 G.J.® I6 O.G.TO RECEIVE R4q FIBERCLA%BATT IN-VL. _ NOTE: BY INCLUSION OF THI5 NOTE, THE OWNER HAS XX X 1 1 ' RELOGATED w X LU X FINISH FLOOR SELECTION BY OWNER BEEN ADVISED THAT PRIOR TO ANY GON5TRUGTION N ALTERED EXPANDED = < 0z < 0z o BEDROOM #1 OVER 3/4" T46 PLYWOOD AND/OR DEMOLITION WORK, IT SHALL BE THE OWNER5 BEDROOM #5 ; BEDROOM #4 a D_ ____ SUBFLOOR (5GREW 8 GLUE) OVER RESPONSIBILITY TO OBTAIN A BUILDING PERMIT FROM 3 x 3 (8-0" GLC. HTJ FLOOR JOISTS. NEW FINISH FLOOR THE GOVERNING BUILDING DEPARTMENT. THE (8'-o" GL6. HT) ( (&'-0" CLO. HT,) 3 TO ALIGN WITH EXISTING ADJACENT ARCHITECT DOES NOT RECOMMEND AND DOES NOT 1^ i EXISTING d IN-FILLED10 FLOOR.2x4 FRAMED WALLS 2 THESE�PLANS SHALL PREPARATION L GON5TRUGTION OGGUR. PROPER 21-10�-" ' ENGLOSING GARAGE To RECEIVE R-21 CLOSED REVIEW AND APPROVAL BY A QUALIFIED BUILDING CELL SPRAY FOAM IN50L. DEPARTMENT OFFIGIAL 15 REQUIRED PRIOR TO REPLACE WINDOW REPLACE WINDOW REPLACE WINDOW REPLACE WINDOW GON5TRUGTION. AREA= 12<5 S.F. WITH OXW14 (EGRESS) WITH GXWI4 (EGRE55) AREA= 129 S.F. WITH GXWI4 (EGRE55) WITH GXWI4 (EGRESS) AREA= 252 S.F. NATURAL I-1514T REQUIRED: 10.24 S.F. WITHIN EXISTING R.O. WITHIN EXISTING R.O. NATURAL LIGHT REQUIRED: 10.32 S.F. WITHIN EXISTING R.O. WITHIN EXISTING R.O. NATURAL LIGHT REQUIRED: 20.16 S.F. Issues and Revisions NATURAL LIGHT PROVIDED: Iq.O S.F. NATURAL LIGHT PROVIDED: Iq.O S.F. NATURAL LIGHT PROVIDED: 38.0 S.F. VENTILATION REQUIRED: 5.12 S.F. VENTILATION REQUIRED: 5.16 S.F. EXISTING GARAGE CONVERSION No. Date Issues and Revisions VENTILATION PROVIDED: 16.8 S.F. VENTILATION PROVIDED: 16.8 S.F. TO HABITABLE SPAGE VENTILATION PROVIIDVENTILATION ED : �.6 S.F. q/lq/2019 PERMIT SET t 22'-24«EXISTING 6ARA6E 10/15/19 REVISED PER BUILDING DEPT. t 83'-22" EXI5TIN6 DWELLING FIRST FLOOR GONSTRUGTI ON PLAN EXISTING HABITABLE AREA= ± 2,221 S.F. PROJECT #:C>L- EX15TINO GARAGE AREA= ± 433 5.F. SCTN #: FINI5HE:5: -- TYPICAL STAIR NOTES: POSTING ® BEAMS: NOTE: R OR S ZONE: -- I. 8 1/4" MAX. RI5ER HEIGHT, a" MIN. TREAD DEPTH A5 PER 2016 NYS CODE SUPPLEMENT SECTION 6G TO INSTALL 51MP50N "PG" A CONTRACTOR MAKING A BID FOR WORK ON THIS PROJECT 15 NEW INTERIOR WALLS TO BE 1. WALL AND GEILIN6 FINISHES SHALL BE IN ACCORDANCE WITH 2oI5 N.Y.S. CODE TABLE R1o2.35. 311.1.5.1 AND 311.1.5.2. MADE AWARE BY THI5 NOTE THAT IT I5 THE INTENT OF THE OWNER TO CONSTRUCTED W/ 2x4 STUDS 2. INSULATION SHALL BE IN AG60PDANGE WITH 2015 N.Y.5. CODE, DHAP. 11, TABLE NI102.12 2. PROVIDE N051 N65 AS PER 2015 IRG CODE SECTION 311.1.5.3 TREAD DEPTH SHALL BE 11" MIN. GALVANIZED METAL POST „ FLOOD ZONE: X GAPS AT ALL POSTS/BEAM HAVE A COMPLETELY INSTALLED JOB AND SHALL UNDERSTAND THAT 16 o.G. UNLESS OTHERWISE 3. INTERIOR WALL COVERING SHALL BE IN AGGORDANGE WITH 2015 N.Y.5. CODE 5EGTION 8102. WHERE NO NOSING 15 PROVIDED. ALL NEGE55ARY WORK TO COMPLETE THE INSTALLATION SHALL BE NOTED ON PLANS SCALE: AS NOTED 4. EXTERIOR WALL GOVERIN6 SHALL BE IN AG60MANGE WITH 2015 N.Y.5. GODE 5EGTION F103. 3. PROVIDE ILLUMINATION AT STAIR AS PER 2015 IRG CODE R311.11. CONNECTIONS. REFER TO 5. ASPHALT ROOF SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH 2015 N.Y.S. CODE EGTIDN R`105.2. 4. CONNECTION DETAILS, PERFORMED AT NO ADDITIONAL COST TO THE OWNER OR PROJECT. 4. HANDRAIL REQUIREMENTS: AS PER 2015 IRG GORE 5EGTION R311.1.8, HANDRAILS HAVING SHEET A-1. 6. ALL INTERIOR WALLS IN BATHROOMS AND OTHER HIGH MOISTURE AREAS SHALL BE FINI5FED WITH M015TURE MINIMUM AND MAXIMUM HEIGHTS OF 34 INCHES AND 38 INCHES, MEASURED VERTICALLY FROM SMOKE DETEGTOR5: Drawn By: PLS R-515TANT GYPSUM BOARD d GEMENT BOARD IN TUB $ 5HOWER. THE SLOPED PLANE ADJOINING THE TREAD N051N6, SHALL BE PROVIDED ON AT LEAST ONE DO O : NEW SMOKE DETEGTORS ARE 1. MOISTURE VAPOR RETARDER 15 TO BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION IN ALL FRAMED SIDE OF 5TAIRWAY5. ALL REQUIRED HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF L\/L FASTENING REQUIREMENTS: SET WINDOW HEAD AT 6'-8" A.F.F. (TYP) TO BE HARDWIRED AND WALLS, FLOORS, ROOF AND GEILIN55 GOMPRI5ING ELEMENTS OF THE BUILDING THERMAL ENVELOPE IN AGGORDANGE THE STAIRS WITH FOUR OR MORE RISERS FROM A POINT DIRECTLY ABOVE THE TOP RI5ER OF A 6.G. SHALL REFER TO INTERCONNECTED AND ARE TO Date: 8/2q/201Q WITH 2015 N.Y.5. GODE 5EGTION R318. FLI6HT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FL16HT. ENDS SHALL BE MANUFACTURERSALL W I NDOWS $ DOORS TO RECEIVE PROPER FLASH I N6 AS PER BE INSTALLED AS PER N.Y.S. 8. R302.q 11AME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR WALL AND GEILIN6 FINISHES. FLAME SPREAD AND RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS SPEC I F I GATT ON5 WHEN FA5TENIN6 MULTIPLE MEMBERS MANUFACTURERS SPEGIFIGATIONS 2015 GORE SECTION 8314. IBG R60� d R103IDIOM .4 ONE CARBON MONOXIDE SMOKE-DEVELOPED INDEXES FOR WALL AND 6EILIN6 FINISHES SHALL BE IN AGGORDANGE WITH 5EGTION5 R302A.1 ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1.5 INCHES BETWEEN THE TAKE INTO ACCOUNT WHETHER DETECTOR 15 TO BE INSTALLED THROUGH R302A.4. WALL AND GEILIN6 FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 WALL AND THE HANDRAIL. THE BEAM 15 "TOP LOADED" OR EGRESS 5TORMWATGH WINDOWS: ON EACH LEVEL A5 PER N.Y.5. (R302A.1). WALL AND GEILIN6 FINISHES SHALL HAVE A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450 5. FURNI5H 4 INSTALL GUARD RAILS 4 WOOD SPINDLES SPACED 50 AS NOT TO PERMIT "SIDE LOADED". ALL NEW WINDOWS ARE BY 'ANDER5EN' OR EQUAL AND EITHER MEET 2015 CODE SECTION R315. (R302.q.2). PASSAGE OF A 4" DIA. SPHERE, IN COMPLIANCE WITH 2015 IRG CODE SECTION R312• OR REXCEED MUST THEN HAVE STORM WATCH ODEPROTECTION IO S 303 R FOLLOW THE REQUIREMENTS OF CODE SECTION 8301.2.1.2 (SEE Proj. North DWC 4 OF & DETAIL, SHEET A-5, FOR REQUIREMENTS) DO NOT 50ALE PRINT5 RAFTER TO 5TUD MTL GONNEGTOR OR AT EVERY HALL OFENIN5 5TUD TO STUD METAL CONNECTOR,A5 GONTRAGTOR SHALL EXTEND METAL 5TRAPPING 2015 N.Y.S. CODE TABLE R301.2.1.2 ( � GONDITION REQUIRE5 UP TO 2nd FLOOR STUDS AS PER 5TRAPPING DETAIL HINDBORNE DEBRIS PROTECTION FASTENINO GUT PLATE TIED WITH 25 6A6E STEEL ANGLE OR EGIJIVALENT GRIPPLE STUDY SCHEDULE FOR VqOOD STRUGTURAL PANELS FIRE13LOGKIN6 AROUND PIPE DOUBLE TOP PLATES FASTENER FASTENER SPAGING ARCHITECTURE, PLLG (5TA66ERED 24"MIN) TYPE PANEL SPAN 4 FEET< 6 FEET< A. TH15 TABLE IS BASED ON 1&0 MPH WIND SPEEDS AND A 1 COLUMN- SEE s 4 FEET PANEL SPAN PANEL SPAN 55-FOOT MEAN ROOF HEIGHT. • PLAN " sb "FEET s8 FEET B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE PH: 631.816.Ea18 U #5 WOOD SGREW BASED WOOD STRUGTURAL PANEL. FA5TENER5 SHALL BE I/2" THICK COLUMN „ ANGHOR WITH 2" 16 10 8" LOCATED A MIN. OF I" FROM THE EDGE OF THE PANEL. FAX: 631.475.2x50 BASE PLATE, i/4 EMBEDMENT LENGTH G. ANGHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL E: D5TE15EL®OPTONLINE.NET SIMP50M H2A GLIPS FROM PRE-DRILLED I" LEVELING PLATE #10 WOOD 5GREW BASED „ GOVERING WITH AN EMBEDMENT LENGTH OF NOT LE55 THAN STUD TO RAFTER PROVIDE 3" MIN. TO BE SAME SIZE ANCHOR WITH 2" 16 12 a 2" INTO THE BUILDING FRAME AND A MIN. OF 2 1/2 INGHES HEADER 51MP50N STRAPPING # C-520 EMBEDMENT LENGTH FROM THE EDGE OF GONGRETE BLOGK OR GONGRETE, AND WWW.DIESELARGHITEGTURE.VPYVEB.GOM CONCRETE COVER A5 COLUMN BASE MIN. 12 ON STUD ALL AROUND COLUMN PLATE I/4" LAG SGREW BASED INTO STEEL FRAMING A MIN. OF 3 EXPOSED THREADS. �+ 4 BASE PLATE I" (MIN) NON ANGHOR WITH 2" I6" 16" I6" D. PANELS ATTACHED TO MASONRY OR EMBEDMENT LENGTH MASONRY/STUGGO SHALL BE ATTAGHED UTILIZING 1101 YVAVERLY AVE., HOLTSVILLE, NY 11142 dn n -I/4" 20 GA. GALV. STRAPPING SHRINK GROUT VIBRATION-RESISTANT ANCHORS HAVING AN ULTIMATE MIN. 12" ON STUD (4) 3/4" ANCHOR BOLTS 1/2" EXPAN51ON WITHDRAWAL GAPAGITY OF NOT LESS THAN 1,500 POUNDS. WITH MIN. 7" EMBEDMENT. o�c JOINT FILLER ALL 8301.2.1.2 PROTECTION OF OPENINGS. oc TOP OF AROUND FOOTING, EXTERIOR GLAZING IN BUILDINGS LOCATED IN HINDBORNE DEBRIS REGIONS SHALL BE PROTECTED FROM HIND13ORNE DEBRIS. GLAZED OPENING PROTECTION FOR HINDBORNE PROJECT TITLE: > TYR DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE M1551LE TEST OF A5TM E Igg6 AND A5TM E 1886 AS MODIFIED IN SECTION 301.2.1.2.1 GARAGE DOOR GLAZED OPENING t� x rF CONCRETE SLAB PROTECTION FOR HINDBORNE DEBRIS SHALL MEET THE REQUIREMENT5 OF AN APPROVED IMPACT-RE515TING STANDARD OR AN51/DA5MA 115. ORLO�SKY REST DENGE: FULL LENGTH WALL STUDS /� ¢¢ HEADER STUDS ! ° Q EXCEPTION: WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND A MAXIMUM SPAN OF 8 FT. SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL INTERIOR ALTERATIONS �h i ° 1 BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PRE-DRILLED AS REQUIRED r ---------------- ------- NOTE. • `� y __, ° a a FOR THE ANCHORAGE METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE DESIGNED TO RESIST THE COMPONENT AND 6ARA6r: GONVER5I ON r--- r r--- ---rr------7-1---- — rr---- r LI-111 ° III=1�1 a a UPLIFT CONNECTION IS REQUIRED ® —I '_, 1-111 CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R3012(2) OR ASGE 7 WITH THE PERMANENT GORRO51ON RE515TANT ATTACHMENT HARDWARE PROVIDED I I I I I I EACH END OF HEADER r� AT BOTTOM -111 - a 3" 1=- 1 AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT IN ACCORDANCE WITH TABLE 8301.2.1.2 15 PERMITTED FOR BUILDINGS WITH A MEAN ROOF HEIGHT OF 45 I I—i IA I I—I a 1=1 I I� FT OR LE55 WHERE THE ULTIMATE DESIGN WIND SPEED 15 ISO MPH OR LESS. OF HEADER STUDS IN ADDITION TO I I IE1 I H 11 a I I H I Rim 11= GONNEGTOR5 ® WALL STUDS 4 AT 1-1 I I-III-1 •� • a° • • • I-1(I -I' TOP 8 BOTTOM OF GRIPPLES JACKS m m AND KING STUDS it WRAPPED UNDER - - - ' ' SILL PLATE (TYP) O GT LOCATION: 111_111=III=III __-___--__- 3" HOOK TYP. -III–III=11' 3" REFER TO 3 � ,1J1=III- ' TABLE 8301.2.1.2 FOR TH 15 DETAIL APPLIES ONLY HHEN ONE LL I NG I S W15 50UNDV I EA AVE.� FA5TENI NG 5GHEDULE FLOOR J015T 6 # 4 EACH WAY SEE PLAN ====-====-===-=--= WIND-BORNE DEBRIS GONSTRUGTED HITHIN HINDBORNE DEBRIS REC ION. ®UTH®LD, NY I I�� HDU5-5D52.5 HOLD DOWN WOOD STRUGTURAL PANEL (I N LIEU OE STORM WATCH H I NDOHS) it __ ___ _-_ ___ ANCHORS BY 'SIMPSON' WITH 5/8" ''' L __x__------- 7/16" PLYWOOD MIN. THREADED ROD, WASHER 4 BOLT SEAL AND SIC NATURE (TYPIGAL AT BOTH SIDE5) T`I'C' I GAL INTERIOR FRAMINO I$ UPLIFT GONNECwTIONS - O I NOJT I BRED q 'rPIGAL @ ALL HALL OFEN GO UMN FTO. D L STORM FAN DETA ( INLIEU ° �T LL L ( O� STORM1�lATG�t (D:_GALE: N.T.S. N.T.S. (3) IOd NAILS DOUBLE TOP DOUBLE – EACH 51DE OF PLATE ANCHOR BOLT REQUIREMENTS: T� •30433 B 0 ( STUD STUDS SIMPSON STRONG TIE INSTALL ANCHOR BOLT5 WITHIN 12" FROM EA. GORNER TO EXTEND F N GALV. METAL STRAP MIN. 7" INTO POURED GONG. FOUNDATION WALL W/ 3.5" 50. ® 16° O.C. WA5HER5. ANGHOR BOLTS SHALL AL50 BE LOGATED WITHIN k, (2x4 5TUD5 = 5P4) 6"-12" FROM THE EN05 OF EACH PLATE 5EGTION, A5 PER WFGM _ WALL STUD (2x6 STUDS = 5P6) 5EGTION 3.2.1.1. REFER TO WFGM TABLE 3.2B, 5HEET A-2 FOR L ANCHOR BOLT 51ZE I$ 5PAGINC REQUIREMENT5. MAX. D TOP PLATE TOP PLATE TO STUD CONNECTION 0 FROM I I DESIGNER,: CORNER AND PARTITION POSTS &ABLE END HALL a 16" O.G. SU :TI I 1 r L� LGY DELI�N �R®U HHOLRED — 11 E MAX SINGLE 5GALE: N.T.S. SGALE: N.T.S. J D� D lel LA�AYETTE ST., 2ND. �L., DIAMETER STUD 4010. ` PERGENT I"x 4" WOOD OR WALL STRUCTURE I I ORI\I NY 10015 OF STUD APPROVED METAL AS/ PLAN RAFTER/ CEILING JOISTS LOU 151 OH DEPTH STRAPS AT 450 TO 600 ANGLES FOR EXTERIOR OR MAX. I6" STUD BEARING WALL FLOOR STRUCTURE )� M 11) E43-5��2 5/8 SPAGING LET INTO AS/ PLAN UU LX�C�U IN. STUDS, TO BE NOTCH 50 % NOTE: BY INGLU510N OF THIS NOTE, THE OWNER HAS MIN. 4 ATTACHED WITH MAX OF THE BEEN ADVISED THAT PRIOR TO ANY CONSTRUCTION TO V5/&FN. MIN. 2-8d GOMMON NAILS PLATE WIDTH (2)2x6 P.T.SILL PLATE W/MIN. AND/OR DEMOLITION WORK, IT SHALL BE THE OWNER'S112'DIA.ANCHOR BOLT5 MAX.EDGE DGE PER STUD TOP 16 GAGE (0.0054 SPACING A5 PER TABLE 32B, D/3 RESPONSIBILITY TO OBTAIN A BUILDING PERMIT FROM NOTGH MUST BOTTOM PLATES. " - MAX. BORED HOLE I N.) AND 1.5 I N. SFIffT A-2 12 FROM EA. NOT EXGEED MAX. DIAM 60% WIDE METAL TIE GONJER and 3-1/2"x 3-1/2"x '- ARE GOVERNING BUILDING DEPARTMENT. THE 118's WASHERS W/TERMITE ARCHITECT DOES NOT RECOMMEND AND DOES NOT 25 PERGENT OF DOUBLE APPLY APPROVED SHEATHING OR BRAGE ACROSS AND TO SHIED d SILL SEALER GUARANTEE THAT SOLELY BY THE PREPARATION OF OF STUD STUD DEPTH EXTERIOR WALLS WITH I"x 4" DIAGONAL BRAGES EAGH 51DE OF THE THESE PLANS SHALL CONSTRUCTION OGCUR. PROPER DEPTH BORED HOLES SHALL NOTNOTCH WITH 6 - 16D LET INTO STUDS AND PLATES AND EXTENDING REVIEW AND APPROVAL BY A QUALIFIED BUILDING BE LOCATED IN THE SAME FROM BOTTOM PLATE TO TOP PLATE OR OTHER NAILS EAGH SIDE GOIIG. FOUNDATION GROSS SEGTION OF GUT APPROVED METAL STRAP DEVIGES INSTALLED IN TDP LATES DEPARTMENT OFFICIAL lS REQUIRED PRIOR TO A51 PLAN OR NOTGH IN STUD AGGORDANGE WITH THE MANUFAGTURER'5 PIPE GO 5TR GT 0 . TOP PLATE FRAM 1 NO NOTCHED 4 BORED HOLE LIMITATIONS 5PEGIFIGATION5. 5EE SECTION R 602.10. Issues and Revisions R FO' INT. NONBEARING HALLS LET—IN—BRACING WALL DETAIL TO ACCOMODATE PIPINO ANCHOR BOLT DTL 2 IN. MIN. FROM TOP �' PIPE OR No. Date Issues and Revisions %Q5GALE- SGALE: N.T.5. SGALE: N.T.5. 5GALE: N.T.S. AND D (ACTUAL CONDUIT q/1q/201q PERMIT SET N.T.5. BOTTOM OF JOIST DEPTH) 10/15/Iq REVI5ED PER BUILDING DEPT. NOTE: 1. ALL INTERIOR WALLS IN BATHROOMS AND OTHER HIGH MOISTURE AREAS SHALL BE FINISHED WITH MOISTURE L RE515TANT GYPSUM BOARD 4 CEMENT BOARD IN TUB 4 , SHOWER. Will L/3 L/3 PROJECT #: 2. LOAD BEARING WALLS SHALL HAVE SOLID BLOCKING I L _ PLACED BETWEEN STUDS @ 4'-0" O.G. VERTICALLY. I 1 NTCESL!3 1I ALLOWABLE - L/3 OF WALL EGUAL5 �OF VENT PIPE 41/2" TD/6 Imo—PERMITTED -AMAX D SCTM #: -- 1 HOLE ZONE I I I _ I/3 depth2x 6 INTE0 RIOR FRAMING D/3 i i 0/6 MAX. ZONE MAX. I/3 de th ___-- i 1/2" GYPSUM BOARD 1I (2) 2x4 TOP PLATES FLOOR JOIST - CENTER GUTS FLOOD ZONE: 1XI 1 I I VENT PIPE 5TAGK `- (1) LAYER 1/2" GYP. BO. EA. SCALE: AS NOTED MIN.CLEAR DISTANCE BETWEEN HOLES= 2x DIAMETER OF THE LARGER HOLE SIDE OF FRAMED WALL (U.O.N. L NOTES: I 2x6 BASE PLATE ON PLANS) L/3 _� ��- L/3 low 1. HOLE(5) MUST BE LOGATED GOMPLETELY IN THE --"- _ - ALLOWABLE HOLE ZONE. BEAM087M MAX ROW HOLE � 2x4 STUDS SPACED 16" NO Li:L 1 I D/4 Drawn By: D 5 2. NO RECTANGULAR HOLES ARE ALLOWED. DIAMET� ® 3. NO MORE THAN THREE HOLES ALLOWED PER SPAN. 3 112'-7" 3/4" I PLY. SUBFLOOR O.G. N.O.N. ON PLANS) D Date: i-s—NOTCHES---�.-I I 4. TABLE IS VALID FOR SINGLE AND MULTIPLE SPAN T V4'-q 1/4" 11/2" (PRESSURE TREATED WHERE" � SINGLE FLOOR JOIST 2x4 BOTTOM PLATES, x -J- PERMITTED UNIFORMLY LOADED BEAMS ONLY. TABLE 15 NOT EACH SIDE OF VENT INIGATED) 0/4 MAX. 1 VALID FOR CANTILEVER 5EGTION5. q 1/2'- I6" 2" PIPE UNDER 2x6 WALL BASE AS PER PEEPER THAN I6 5. HOLE LOGATION, GLEARANGE AND THE EFFEGTS OF " 3" INTERIOR WALL BEAM DEFLEGTION SHOULD BE GON51DERED TO AVOID i HOMEOWNER PROBLEMS WITH PIPING. FLOOR LINE FLOOR JOIST - END GUTS 6. DO NOT NOTCH, DRILL OR GUT GP LAM LVL EXGEPT 17� A - 5 A5 SHOWN IN THIS DIAGRAM. i TYP. JOIST NOTGH I NO DETAIL �AJ` ALLOV4ABLE HOLES IN OP LAM LVL TYP I G,�L NE:H PLUMB I NO 1�lALL TYP i GAL NEER I NTE:R I OR MALL (2015 NYS CODE, F I O URE R502.8) Proj. North OFAI_E: N.T.S. SGALE: I-I/2"= I'-O" SGALE: N.T.S. NON-RATED SGALE: N.T.S. D® N®fi 5GALE PRINfiS TY f= I G A L AIR S E A L I N O DETAILS 2015 IEGG TABLE N1102.4.1.1 (R402.4.1.1) AIR BARRIER AND INSULATION INSTALLATION I L COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA UN-CONDITIONED AIR A continuous air barrier shall be Installed in the building envelope ARCHITECTURE, PLLG -- General Requirements The exterior thermal envelope contains a continuos air barrier Air-permeable insulation shall not be used as a sealing material Breaks or joints in the air barrier shall be sealed PH: 631.8165518 The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed FAX: 631.4'15.2150 CONDITIONED AIR UNCONDITIONED AIR Gelling/Attic The insulation in any dropped ceiling/soffit shall be MMM\ Acess openings, drop down stairs or knee wall doors to aligned with the air barrier E: D5TE15EL®0PT0NLINE.NET unconditioned attic spaces shall be sealed. PROVIDE RIGID INSULATION IN CODE COMPATIBLE AIR TIGHT HEADER VOID IG RATED RECESSED FIXTURE Cavities within corners and headers of frame walls shall be insulated WWW.DIE5ELARGHITEGTURE.VPWEB.GOM j (NON-GOMB1,15TIBLE) The junction of the foundation and sill plate shall be sealed by completely filling the cavaity with a material having a thermal resistance of R-3 per inch minimum TYPICAL HEADER 51ZE VARIES Walls Exterior thermal envelope insulation for framed walls shall 1101 WAVERLY AVE., HOLTSVILLE, NY 11142 DOVER SEALED TO The junction of the top plate and the top exterior walls shall be be installed in substantial contact and continuous CONDITIONED AIR DRYWALL sealed alignment with the air barrier Knee walls shall be sealed The space between window/door ombs and framing, andskylights PROJECT TITLE: Windows, skylights and doors and framing shall be sealed ORLOF5KY RESIDENCE: (D45' LE: ISULATED HEADER 4G SSEDLiOHT DET I Rim Joists Rim joists shall include the air barrier Rim Joists shall be insulated }�� I� ¢Floor framing cavity insulation shall be installed to maintain I' `T IO ALTERATIONS 4 N.T.S. SCALE: N.T.S. g y p g �ermagnent c y tact with the underside tt su o be, i decking or floor OARA6E CONVERSION Floors (including above The air barrier shall be installed at an exposed edge of insulation framing cavity insulation shall be permitted to be in contact with garage and cantilevered the top side of sheathing or continuous insulation installed on the Floors) underslde of floor framing; and extends from the bottom to the top UNCONDITIONED SPACE of all perimeter floor framing members Crawlsp ace walls Exposed earth in unvented crawl spaces shall be covered with a Where provided instead of floor insulation, hsulation shall be- 3/4" e 3/4" PLYWOOD SHIM class 1 vapor retarder with overlapping points taped permanently attached to the crawl space walls Shafts, enetrotions Duct shafts, utility penetrations and flue shafts opening to exterior PROJECT LOCATION: 1-1/4" OR LE55 APPLY P or unconditioned space shall be sealed 2X6 STUD WALL �¢ LOW EXPANDING I�5 1 \ Narrow Cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be� FRAMING TYPICAL �,/ availabTle cavity filled bu insulation that on installation readii9 conforms to the LOW EXPANDING y sPace SOUTH®Li##��a✓ N I ( I� I--- APPROVED SPRAY FOAM Air sealing shall be provided between the garage, and conditioned GAVITY INSULATION PROVIDE GAULKING AT-7GONDITIONED SPACE Garage separations spaces ALL JOINTS AGAINST SEAL AND S I C NATURE: FRAMING JOINT AT (VARIES IN SIZE) TO UNCONDITIONED SPACE PIPE PENETRATION Recessed lighting Recessed Iigh fixtures installed In the building thermal envelope Recessed Ii�ht fixtures installed in the bulictng thermal envelope shall be seaTed to the drywall shall be air tight and IG rated _ PLATES (HORIZONTAL) UNCONDITIONED ATTIC Batt insulation shall be cut neat)y to fit aroLnd wiringc{ and - - VERTICAL JOINT MUST BE Plumbing and wiring plumbing in exterior walls or insulation that on Installation 'QED AR CAULKED readily conforms to available space shall extend behind \_ STF /T FIFE FE1�ETRAT 1015 piping and wiring �\�Go�N��{f The air barrier installed at exterior wails adjacent to showers and Exterior walls adjacent to showers and tubs shall be insulated Shower/tub on exterior wall 1 tubs shall separate them from the showers and tubs 1 � FIRAMEE7) OOi�.NER DETAIL THROUO H I NSULATED FLOOR Electrical/phone box on The air barrier shall be Installed behind electrical or communications exterior walls boxes or air -sealed boxes shall be installed �- SCALE: N.T.S. SCALE: N.T.S. HVAC register boots HVAG register boots that penetrate building thermal envelope shall r,9 p30h3 -l0 g be sealed to the subfloor or drywall �.., O F NE�� When required to be sealed, concealed fire sprinklers shall only be Note: All penetrations- pipe, cable, wire, vents or other from conditioned space Gonceoled s rinklers sealed in a manner that Is recommended by the manufacturer. to unconditioned space must be foam sealed and insulated. All framin joints located within p Caulking or other adhesive sealants shall not be used to fill voids V� conditioned space with exterior exposure to unconditioned space mus -ie caulked. between fire sprinkler cover plates and walls or ceilings DESIGNER: CNOTE:AVITY INSULATION •�-2X6 STUD WALL FRAMING N1103.1 (R403.1) CONTROLS (MANDATORY) J W /INSULATION THI5 ALTERATION SHALL BE IN COMPLIANCE WITH: LCY DES I ON OROUPAT LEAST ONE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND • IRG CHAPTER II ALTERATIONS NIIOq GOLLIN6 SYSTEM. 151 LA�AYETTE ST. 2ND. �L., C • MECHANICAL SYSTEM DE51ON CRITERIA (MANUAL J, MANUAL 5, MANUAL D) LOW EXPANDING SPRAY . MECHANICAL AND SERVICE WATER HEATING 5Y5TEM AND EQUIPMENT TYPES N1103.1.1 (8403.1.1) PROGRAMMABLE THERMOSTAT NEW YORK, W 10013 FOA 2X6 STUD WALL FRAMING THE THERM05TAT CONTROLLING THE PRIMARY HEATING OR COOLING SYSTEM OF THE TYPICAL-PROVIDE GAP SIZES a EFFIGI`NGIES M14o1.3 (PER MANUAL J) DWELLING UNIT SHALL BE GAPABLE OF CONTROLLING THE HEATING AND GOOLING LOUD Y®H FOR INSULATION CONDITIONED SPACE UNGONDtTtONED 5PAGE EQUIPMENT AND SYSTEMS CONTROLS N1103.1 (8403.1) SYSTEM ON A DAILY 5GHEDULE TO MAINTAIN DIFFERENT TEMPERATURE SET POINTS AT M 1�) ��-� � • DUGT SEALING DUCT AND PIPE INSULATION 4 LOCATION N1103 IMG CHAP. 16 DIFFERENT TIMES OF THE DAY. THI5 THERM95TAT SHALL INCLUDE THE GAPABILITY TO INTERIOR TO EXTERIOR • AIR SEALING CETAIL5 PER N1103.3.2 (R403.3.2) (MANDATORY) SET BAGK OR TEMPORARILY OPERATE THE SYSTEM TO MAINTAIN ZONE TEMPERATURES NOTE: BY INGLU51ON OF THI5 NOTE, THE OWNER HAS f � I I ,�' I • N1103.1 (R403.1)CONTROLS (MANDATORY) DOWN TO 55° F OR UP TO 85° F. THE THERMOSTAT SHALL INITIALLY BE PROGRAMMED BEEN ADVISED THAT PRIOR TO ANY GON5TRUGTION ART I T I Oil T T I O I �l Y `�A1....LBY THE MANUFACTURER WITH A HEATING TEMPERATURE SET POINT NO HIGHER THAN -10° AND/OR DEMOLITION WORK, IT SHALL G THE OWNER'SRE5PON51BILITY TO OBTAIN A BUILDING PERMIT FROM SCALE: N.T.S. 0;17 AN.T.S. 0 F AND A GOOLING TEMPERATURE NO LOWEF. THAN -180 F. THE GOVERNING BUILDING DEPARTMENT. THE ARCHITEGT DOES NOT RECOMMEND AND DOES NOT GUARANTEE THAT 50LELY BY THE PREPARATION OF NI101.14 (8401.3) GERTIFGATE (MANDATORY): THE5E PLANS SHALL CONSTRUCTION OCCUR. PROPER REVIEW AND APPROVAL BY A QUALIFIED BUILDING DEPARTMENT OFFIGIAL 15 REQUIRED PRIOR TO A PERMANENT GERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR RE615TERED DESIGN PROFESSIONAL AND P05TED ON A WALL IN THE 5PAGE WHERE THE FURNACE 15 LOGATED, GON5TRUGTION. UN-CONDITIONED AIR A UTILITY ROOM 0: AN APPROVED LOGATION IN51DE THE BUILDING. WHERE LOGATED ON AN ELEGTRIGAL PANEL, THE GERTIFIGATE SHALL NOT GOVER OR OB5TRUGT THE issues and Revisions V151BILITY OF THE CIRGUIT DIRECTORY LABEL, SERVICE D15CONNEGT LABEL OR OTHER REQUIRED LABELS. THE GERTIFIGATE SHALL LI5- THE PREDOMINANT R-VALUES OF AIR BARRIER INSULATION IN5TALED IN OR ON THE GEILIN6/ROOF, WALLS, FOUNDATION (SLAB, BASEMENT WALL, CRAWL 5PAGE WALL AND/OR FLOOR) AND DUCTS OUTSIDE THE CONDITIONED No. Date Issues and Revisions SEALED WITH BLOGKING 5PAGE5; U-FAGTOF5 FOR FENESTRATION AND THE SOLAR HEAT GAIN GOEFFIGIENT (5146G) OF FENESTRATION, AND THE RESULTS FROM ANY REQUIRED DUCT 5Y5TEM AND BUILDING q/Iq/201q PERMIT SET PROVIDE INSULATION ENVELOPE AIR LEAKAGE TESTING DONE ON THE BUILDING. WHERE THERE 15 MORE THAN ONE VALUE FOR EACH COMPONENT, THE GERTIFI�ATE SHALL L15T THE VALUE COVERING AROUND ALL DUCT 10/I5/Iq REVISED PER BUILDING DEPT. AIR BARRIER PENETRATIONS ALL METAL DUCTS THE LARGEST ARES. THE CERTIFICATE SHALL LI5T THE TYPE5 AND EFFIGIENCIE5 OF HEATING, GOOLIN6 AND SERVICE WATER HEATING EQUIPMENT. WHERE A GAS FIRED UNVENTED SEALED HITH ><I MUST BE INSULATED ROOM HEATER, ELEGTRIG FURNACE, OR BASEBOARD ELEGTRIG HEATER 15 INSTALLED IN THE RESIDENCE, THE CERTIFICATE SHALL LI5T "6A5 FIRED UNVENTED ROOM HEATER," SHEATHING W/1" INS. MIN. TLEGTRIG FURNACE" OR "BASEBOARD ELEGTRIG HEATER," A5 APPROPRIATE. AN EFFICIENGY SHALL NOT BE LISTED FOR GA5-FIRED UWENTED ROOM HEATERS, ELEGTRIG : c.....;::::::::;a:: ALL DUCT SEAMS FURNAGE5 OR ELETRIG BASEBOARD HEATERS. \ \ \ > MUST BE TAPED AND 1 / INSULATED PROJECT #: I Q- GAULK N1103.1 (R403.1) GontrolsMandatory PLATT_ SCTM #: -- N1103.1.1 (R403.1.1) Prognmable thermostat. C VENT COVER NI 103.6.1 ((R403.6.1) ZONE: -- SEALED TO CONDITIONED AIR DRYWALL Fan Location Air flow Rate Min. (GFM) Min. Efficacy (CFM/Watt) Air Flow Rate Max. (GFM) Range Hoods Any 2.8 cfm/watt Any FLOOD ZONE: 1X1 In-Line Fan Any 2.8 cfm/watt Any /�' /�� I `� /'� SCALE: AS NOTED TU5 FRAM I NO DETAIL 0M T L DUGT FE I ` E 1 RAT I N Bathroom, Utility rm 10 1.4 cfm/watt <q0 C)SG,ALE: N.T.S. SCALE: N.T.S. Range Hoods q0 2.8 cfm/watt Any Drou n By: DLS a. R-VALUES ARE MINIMUMS. U-FAG-DR5 AND 5HGG ARE MAXIMUMS. WHEN INSULATION IS INSTALLED IN A CAVITY WHICH 15 LE55 THAN THE LABEL OR DESIGN "THIS PROPOSED ALTERATION SHALL MEET Date: 8/2q/201�t INSULATION AND FENESRATION REQUIREMENTS BY COMPONENTS TABLE 402.1.2 THICKNESS OF THE INSULATION, THE NSTALLED R-VALUE OF THE INSULATION SHALL NOT BE LE55 THAN THE R-VALUE SPECIFIED IN THE TABLE. 2015EGGGNY5 b. THE FENESTRATION U-FACTOR GGUMN EXCLUDES SKYLIGHTS. THE 5H6G COLUMN APPLIES TO ALL GLAZED FENESTRATION. EXCEPTION: 5KYLIGHT5 MAY BE THE OVERALL THERMAL PERFORMANCE CLItATE ZONE 4 EXCLUDED FROM GLAZED FENE5TRnTION AND 5H 6G REQUIREMENTS CLIMATE ZONES I THROUGH 3 WHERE THE 5H 6( FOR SUCH SKYLIGHTS DOES NOT EXCEED 0.30. REQUIREMENTS AND VERIFICATIONS OF THE c. 15/19" MEANS R-15 CONTINUOUS IhKATION ON THE INTERIOR OR THE EXTERIOR OF THE HOME OR R-Iq CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT ENERGY GON5ERVATION CODE OF NEW YORK FENE5TRATION 5KYLIGHT GLAZED CEILING WOOD MA55 WALL FLOOR BASEMENT SLAB GRAWL 5PAGEG WALL. "15/Iq" SHALL BE PERMITTEDTO BE MET WITH R-13 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT WALL PLUS R-5 CONTINUOUS INSULATION ON THE 5TATE-2016 BASED ON A CLIMATE ZONE OF U-FAGTOR U-FACTOR FENESTRATION R-VALUE FRAME WALL R-VALUE i R-VALUE WALL R-VALUE R-VALUE WALL R-VALUE INTERIOR OR EXTERIOR OF THE HOTE. "10/13" MEANS R-10 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL. 4A. (5ECT. 402, ENERGY GON5ERVATiON Abe R-VALUE DEPTH d. R-5 SHALL BE ADDED TO THE RDUIRED SLAB EDGE R-VALUES FOR HEATED 5LAB5. INSULATION DEPTH SHALL BE THE DEPTH OF THE FOOTING OR 2 FEET, CODE OF NEW YORK 5TATE-2016). CODE PRESCRIBED 0.35 0.55 0.40 4q 20 OR 13 +5h 8/13 Iq 10/13 10, 2FT. 10/13 WHIGHEVER 15 LE55 IN CLIMATE W ES I THROUGH 3 FOR HEATED 5LAB5. e. THERE ARE NO 5H6G REQUIREMBTS IN THE: MARINE ZONE. REFER TO ATTAGHED RE5CHEGK REPORT, PROPOSED 0.2q N/A 0.21 4q 21 N/A Iq WA N/A WA f. NOT APPLICABLE DATED V16/201q. Proj. North DWI 6 OF g. NOT APPLICABLE h. THE FIRST VALUE 15 CAVITY INSULATION, THE SECOND VALUE 15 CONTINUOUS INSULATION, 50 "I3 + 5" MEANS R-13 CAVITY INSULATION PLUS R-5 CONTINUOUS INSULATION. DO NOT BOALE PR I NT5 1. THE SECOND R-VALUE APPLIE5 WHEN MORE THAN HALF THE INSULATION 15 ON THE INTERIOR OF THE MA55 WALL. r 0 (SIMPSON STRONG-TIE 0520) REFER TO NAILING MINIMUM 5PEG I F I ED GOMPRE551 VE ALLOWABLE DEFLm HON OF STRUCTURAL SCHEDULE, SHEET A-IAILING 5GH�DUL� S STRENGTH OF CONCRETE 2015 IRC d 2017 N.Y.S..Ys. GODS TABLE RR 30:I � STRUCTURAL MEMBER ALLOWABLE 2015 IRG TABLE 8602°3(1) 140 MPH, EXP05URE B " 2015 IW., 201'1 N.Y.S. GORE TABLE RA02.2 DEFLECTION \b TYPE OR LOGATiM OF MINIMUM SPECIFIED COMPRESSIVE 312 WIVE+ NO FI �D GEILIN6 ATT CHED L/180 ITEM DESCRIPTION OF BUILDING ELEMENTS NIMBER d TYPF� b c SPACING d LOCATION �b � 51MPSON HGP4Z- TO RAFTERS OF FASTENERS I . ° CONCRETE GONSTRUGTION � , USE 8-loci TO NEAPERM6 PDTB FASTEN TO FLOORS ROOF " T G Gs T BRITTLE 5 P 5 L/360 I BLOGKING BETWEEN GEILIN6 JOIST 4-8d BOX 2 1/2"x 0.113" OR ARCH 1 TEGTURE, ELLG TO F FASTEN 8OOd FOUNDATIONS AND OTHER OR RAFTERS TO TOP PLATE TO FASTEN TO TOP 2 ooG AND STUCCO 3-8d COMMON(2 In"x 0.131')OR CONCRETE NOT EXPOSED 'S G O. k4ITH FLEXIBLE(6 . BD L/240 3-I0d BOX(3'x 0.1280)OR o o PLATES TO THE WEATHER ALL OTHER STRUCTURAL MEMBERS L/240 2 CEILING JOIST TO TOP PLATE 4bd BOX(21`x 0.113")OR PER J015T,TOE NAIL PFI: 631.816.5518 0 BASEMENT SLABS AND EXTERIOR WALL5- WIND LOADS PLASTER INTERIOR 5LAB5 ON OR 5TUGG0 FINISH H/360 3-8d COMMON(2 In'x 0.1316)OR (® GATH'L GL65) 6RADE,EXCEPT 6ARA6E 2,5000 EXTERIOR KALI -WIND LOADS WITH 3-10d BOX(3'x 0.128)OR FAX: 651.415.2150 FLOOR SLABS OTHER BRITTLE FINISHES H/240 3-3"x 0.131"NAIL5 L5U26-(2x6), EXTERIOR WALL.5-WIND LOADS WITH 3 GEILIN6 J015T NOT ATTACHED TOP RAFTER, 4 LSSU28(2x8,2x10 d 10d BOX(3'x 0.128')OR FACE NAL E: DSTEISELOOPTONLINE.NET 2x12 RAFTERS) L55U210-2 (SIMPSON STRONG-TIE H2a) FLEXIBLE FINISHES H/120 LAPS OVER PARTITIONS(5EE 5EGTION5 R802.3.1, 3-16d COMMON(3 In'x 0.1627)OR FOUNDATIONS BASEMENT LLS, LINTELS SUPPORTING MASONRY L/600 X2.3.2 TABLE RB025.1(4) 4 3"x 0.131°NAILS EXTERIOR WALL5 AND 31000 d VENEER WALLS 4 GEILIN6 JOIST ATTACHED TO PARALLEL RAFTER(HEEL FACE NAIL MMM.DIESELARGHITECTURE.VPMEB.COM C�7_71 AFTER TIE 5TRAF DET'LS TABLE 8802.5.1(1) OTHER VERTICAL L = SPAN LENGTH, H = SPAN HEIGHTJOINT),(51�SECTIONS 8802.3.1,88023.2,TABLE CONCRETE WORK EXP05ED TO THE 5 COLLAR TIE TO RAFTER,FACE NAIL OR 11/4'x 20 6A. 4-10d BOX(3"x 0.128")OR FACE NAIL EACH RAFTER 1101 HAVERLY AVE., HOLTSVILLE, NY 11'142 NSTALL STRAPS @ 16" O.G. OR COLLAR TIES @ 1(9" O.G IN UPPER THIRD OF ATTIC WEATHER MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS 2. IF STRAPPING 15 INSTALLED OVER SHEATHING USE Iod NAILS AS / NAILING SCHEDULE 2015 IRC d 201-1 N.Y.S. CODE TABLE R3015 RIDGE STRAP To RAFTER 3-I0d COMMON(3"x 0.148`)OR HES,CARPORT 115E LIVE DEAD 4-3"x 0.131'NAILS PORCORC AND STEPS 6 RAFTER OR ROOF TRU55 To PLATE 3-Ibd BOX(31/2"x 0.1351)OR 2 TOE TAILS ON ONE 51DE AND SLAB1. (1) STRAP ON EACH WALL STUD, UNLE55 OTHERN15E NOTED ON THE5E PLANS, THE PROP05ED EXP05W To THE ATTICS WITHOUT STORAGE # # 3-I0d COMMON(3'x 0.148)OR I TOE NAIL ON OPP051TE 51DE d WRAP UNDER SILL PLATE WORK DEPICTED IN THIS SET OF PLANS WA5 DESIGNED TO MEET WEATHER,AND GARAGE 3,500 clef ATTICS G T TO G 20 O 4-I0d BOX 63"x 0.128•)OR OF EACH RAFTER OR TR1155.1 PROJECT TI TLE: AND UP ON INSIDE FAGS OF SILL °m FLOOR sLABs ATTICS HITH FIXED STAIRS -liiiiii- 10# 4-•3"x 0.131"NAILS pRL0�5KY RE51 DENGE THE REG2UIREMENT5 OF: EXTERIOR BALGONIE5 d DECKS 40# 10# -T ROOF TO RI06E,VALLEY OR HIP RAFTER TO 4-Ibd BOX(3 In"x 0.135')OR TOE NAIL 2. INSTALL MIN. I/2" ANCHOR BOLT5 0 • 2015 WOOD FRAME GON5TRUGTION MANUAL FOR 1 4 2 FIRE ESCAPES 40# WA MINIMUM 2'RID6E BEAM 3-10d COMMON(3"x 0.1481)OR SPACING AS PER TABLE: 3.28, THIS Q`STFB6THAT28PAYSMI. # N/A 4-IOd BOX(3"x 0.128')OR INTERIOR ALTERATI ON5 SHEET d 12 FROM ALL FAMILY DWELLIN65 FROM THE AMERIGAN FORE5T AND b - 0# 4-3"x 0.131"NAIL5 'ORNERS PORTION SEETAmER3oiZFopw-AnmePOTEHTnAL PASSENGER VEHICLE GARAGES 50# A 3-I6d BOX(3 1/2"x 0.135")OR END NAIL REJ R DE�j GELLI�R d EACH SIDE OF SILL SPLICE, m (8d w ) 12" MIN. PAPER COMPANY. `coNcTE IN nE LocATIONS rHAr IS SUB ECT TO Ii2ffZl4i6 AND TH4E.HUNs DuwNG UTILIZING 3-1/2'"sq. WASHERS CMTM'nON SHALL EIE AIR-E]O AM CONCRETE IN AGC.ORDANCE MITH FOOTNOTE a # # 2-Ibd COMMON(3 In"x 0.162)OR ' C s BOLTED DOWN • 2015 INTERNATIONAL RE5I0ENTIAL BUILDING GODE WITH a 5LEEPING ROOM5 30# 10# 3-10d BOX(3'x 0.128')OR V1 Rl �E /' pN�/ RJ I®� THE NEW YORK STATE 2017 UNIFORM BUILDING GODS Ga��TE� BE AIR-4s+rwvNED•TOTAL AIR CONTENT(}'�ARr BY VMM Of STAIRS 40# N/A 3- " I " I �/ Y 1 V 3. INSTALL STRAPPING ® 16" O.G. Ca+c ZM 54u+t1-NOT BE LESS 7W 5 PERI.ENT OR MORE TRMI PEI2GENT• 4. FLOOR JOISTS, MUST ALIGN W/ STUDS ° 5UPPLEMENT5. 'SEE SECTION 84022 FOR WMH CEt E M11015 MATERIALS Ca W. MIN. ROOF LIVE LOADS IN POUNDS- FORGE PER S.F. OF KALL • 2016 SUPPLEMENT TO THE NY5 ENERGY GONSERVATI ON FOR 6ARA6E FLOORS MITH A STEEL TROMM fHSR RETUGTION OF TIE TOTAL AIR HORIZ. PROJECTION 8 STUD To STUD T AT BRACED WALL PANELS Ibd COMMON 3 1/2'x 0.162" 2 O.G.FACE NAILPROJECT LOCATION: VARIES CONTENT PECENT BY VOLUME OF CONCRETE)TO TO NOT LESS THAN 3 PERCBIT 6 RE�RN GON5TRUGTION CODE. PEIMTTID IF THE SPECIFIED GOhPRE.fIVE 571RIMTH OF THE Ca+cl� MGR 15 FMED TRIBUTARY LOADED AREA M S.F. 10d BOX "x 0.12b" OR IVOL.FACE NAIL 5�pp • TOWN OF 5OUTHOLD ZONING it GON5TRUGTION GODE5. TO NOT LESS-RM 4,000 MI. " " }�\ / IwI AVE.FOR ANY 5TRUGTURAL Mt3°882 3 x 0.131 NAILS 1 ,' S®UNI./ Y I�Y�{ !�t Y �. UND'E�;ALL H PRESUMPTIVE LOAD-$EArRING ROOF SLOPE 0.200 20100 OVER 4 STIP TO STUD AND rTIN6 STUDS AT INTERSEGTIN6 Ibd BOXY In"X 0.135")OR 12"O.G.FAGS NAIL a WALL CORNERS(AT BRACED WALL PANELS) 3 x 0.131 NAILS �,/ d �` • • ALL WORK DEPIGTED WITHIN A REV1510N CLOUD WA5 VALUE5 OF FND. MATERIAL FLAT OR RI5E LE55 THAN Ibd COMMON 3 In"x 0.162" IV O.C.FACE NAIL 50UTHOLD N 1 11-1 I 2015 IRG d 2019 NYS. GORE TABLE 8401.4.1 4" PER FT. (1:3) 20 16 12 10 BUILT IF HEADER(2'TO 2'HEADER WITH In"SPACER) Ibd COMMON In"x 0.162" Ib O.G.EACH EDGE FACE NAIL DESIGNED TO GOMPLY WITH THE REQUIREMENT5 OF: Ibd Box 3 1n"x o.I3s') 12"O.G.EACH E06E FACE NAIL • 2018 WOOD FRAME GON5TRUGTION MANUAL FOR 1 4 2 CLASS OF MATERIAL LOAD-BFJ'd21N61 6URE RISE 4" PER FT. (I:3) TO I6 14 12 11 CONTINUOUS TO STUD 5-8d BOX(2 In"x 0.113")OR TOE NAI LESS THAN 12 PER FT (I:I) 4-8d COMMON(2 In"x 0.131')OR SEAL ,4ND 51 C NATURE: :. FAMILY DWELLIN65 FROM THE AMERIGAN FORE5T AND CRYSTALLINE BEDROCK 121000 815E 12° PER Fr. (1:1) 12 12 12 4-I0d BOX 'x 0.128" PAPER COMPANY. AND GREATER 12 TOP PLATE TO TOP TE 140.COMMON 3 In"x 0.162" 16'OG.FADE NAIL 02020 RE51DENTIAL GORE OF NEW YORK STATE. 5EDIMENTARY AND 4,000 lad Box(3"x 0.128") OR 12"O.G.FACE NAIL REFER TO NAILING FOLIATED ROCK ROOF SHALL BE DE5IeNED FOR THE LIVE LOAD 3"x 0.131"NAILS SCHEDULE THIS SHEET • 2020 ENERGY GON5ERVATION GON5TRUGTION GODE OF INDICATED IN TABLE R901.6 OR THE SNOW LOAD 13 DOUBLE TOP PLATE SPLICE FOR SDGS A-02 WITH b-Ibd COMMON(3 1/2"x 0.162")OR FACE NAIL ON EACH 51DE OF R�~' MALL 5TRAFF I NC DETA 1 LS NEW YORK STATE. SANDY GRAVEL AND/OR GRAVEL 3000 INDICATED IN TABLE 83012(1), Y iIGFE1/L�2 15 GREATER SEISMIC BRACED WALL LINE SPACING<25' " �� F� (6W AND 6P) 12-Ibd BOX(3 In x 0.135)OR END JOINT(MIN.24 LAP p�• ST ALL STRAPPING MATY GO OVER EA INC WHEN Iod NAILS USED • TOWN OF 5OUTHOLD ZONING GON5TRUGTION GODE5. 12-Iod BOX(3"x 0.128)OR `.SPI ICE LENGTH EACH SIDE OF , � � `r : �n SAND,SILTY SAND,CLAYEY 2000 12-3"x 0.131"NAILS END JOINT) O SAND,SILTY GRAVEL AND DOUBLE TOP PLATE SPLICE FOR SDGS�DO,DI OR D2, 12-Ibd(3 1/2"x 0.135") ,tH^•< CLAYEY GRAVEL AND BRACED WALL LINE 5PAGIN6>25 r,1(° • ;� (5W,SP 5M 5G 6M AND 6Z) 14 BOTTOM PLATE TO J0I5T,RIM J015T,B J015T OR I6d COMMON In"x 0.162' Ib"O.G.FACE NAIL BLOZKIN6(NOT AT BRAZED WALL PANEL) Ibd BOX(3"x 0.135") OR 12"O.G.FACE NAIL 0 $ � , j 1500 'x -�f 3 0.131"NAILS 3043 QypQ (SIMPSON STRONG-TIE DBTI) /' CLAY,CLAYEY SILT,SILT CLAY,SANDY CLAY,SILTY b SANDY SILT 15 BOTTOM PLATE TO JOIST,RIM J015T,BAND J015T OR 3-Ibd BOX(3 I/2'x 0.135")OR 3 EACH 16"O.G.FADE NAIL SOF NES (CL,ML, GH) BLOZKIN5(AT BRACED WALL PANEL) -Ibd COMMON(3 In"x 0.162')OR 2 EACH 16'O.G.FACE NAIL �--- ® 4--3"x 0.131"NAIL5 4 EACH I6"O.G.FACE NAIL VARIES VARIES a MHfgiE SOIL TESTS ARE REBORED BY SECTION R401.4,THE ALLOWABLE BEARING 16 TOP OR BOTTOM PLATE TO STUD 'Sd BOX(2112"X 0.113")OR TOE NAIL • Ola bMI�THE BUILLDDINSTOFF �DDERM OF THAT IN-PLACE SOILsS PM AN KWAABLE 3A d BOX(31/2'x 0.135)OR ° BEARING CAPACITY OF LE55 THAN IXO MF ARE LIIaY TO BE PRISM AT THE SITE, 4-bd COMMON(2 In"x 0.131')OR JOIST THE ALLOWABLE BEARING GAPAGTTY 5H4LL 13E DE'f$WOHED BY A 501LS W STiONnOtt . 0 ��wi�T�� d-10d BOX 10.12&')OR D ES I C NER ROOF NA I L I N� SGH�DUL� (CONTINUED) 3"x 0,01"NAILS 7I6d BOX 0 1/2"x 0.135")OR END NAIL LGY DES I C N GROUP 2015 IRC, TABLE R602.3(I) 140 MPH, EXP05URE B 2-16d COMMON(3 1n'x 0.162")OR (3'x 0.128')OR(51MPSON STRONG-TIE H8) ITEM DESCRIPTION OF NUMBER d TYPE OF FASTENERS 3-3"x 0.s-I..d BOX NAILS LAf"A''ETTE 5T°, 2-,6d COMMON(3 In"x 0.16 (SIMPSON STRONG-TIE PG) 2 OR BUILDING ELETENT'5 a,b,c s I 17 TOP PLATES,LAPS AT CORE-R5 d INTER5EGTION5 3-Iod BOX(2 112"x 0.128')OR FACE NAIL NEW YOR (W-hag O'C� c'a ") 1 I 1001 �.C� 3-3"x 0.131"NAIL5 W / Wood structural panels, s"loor, roof and k>Iterlor wall sheathing 18 I"BRACE TO EACH 5TUD d PLATE 3-8d BOX(2 In"x 0.113°)OR � FACE NAIL LOU 15 'll to framing and particleboard wall sheathing to framing 2-8d COMMON(2 In"x 0.131")OR (see TABLE W20, 3) for wood structural panal exterior wall shmfthq to wall framW 2-I0d Box ON 0.128")OR MI-7) 8�'3-3 2 bd common nail 2" subfloor wall 6 12 2 5TAPLE5 1 3/4' 30 3/8" - I/2° 8d common nail 2 1/2" roof 19 IN b"5HEATHINe TO EACH BEARIN6 3-8d BOX(21/2"x 0.113")OR FACE NAIL 2-bd COMMON(2 In"x 0.131")OR NOTE: BY INCLU510N OF TH15 NOTE, THE OWNER HA5 ® ° RAILING 31 14/32 - 11, 8d common nail (2 1/2 ) 6 12 2-I0d BOX ON 0.128')OR BEEN ADVISED THAT PRIOR TO ANY GON5TRUGTION Iod common nail (3")• or 2 STAPLE5,1'GROWN,16 6A. 13/4- AND/OR DEMOLITION WORK, IT SHALL BE THE OWNER'S ° ® I __ 50#/PT 50l FIRST FL. 32 I I/8" - I I/4° 8d deformed nail 2 12 1/2" 6 p y RE5PON51BILITY TO OBTAIN A BUILDING PERMIT FROM 20 IN 8 AND WIDER 5FEATHIN6 TO EACH BEARIN6 3-bd BOX(21/2"x 0.113")OR FACE NAIL o ® ® o 0 0 OTHER WALL SHEATHING 3-8d COMMON(2 In'x 0.131")OR THE 6,OVERNIN6 BUILDING DEPARTMENT. THE s ° P05T 33 1/2" structural cellulosic 1 I/2" �alv. roofing nail, 3-10d BOX ON 0.125")OR ARGIHITEGT DOE5 NOT RECOMMEND AND DOES NOT 7/16 head dlam. OR 3 6 3 STAPLES,I'GROWN,16 113/4' GUARANTEE THAT SOLELY BY THE PREPARATION OF \ o fiberboard sheathing I" crown Staple, 16 a I I/4" Ion !.oN6 25/32" structural cellulosic 13/4" aiv. roofing nail, WIDER THAN IN 8" `-0.E PLANS SHALL GON5TRUGTION OCCUR. PROPER (SIMPSON STRONG-TIE DRTB) 34 g g 8d BOX(21[2'x 0.113")OR REVIIEW AND APPROVAL BY A QUALIFIED BUILDING o FOUNDATION fiberboard sheathing 7/16" head dram. OR 3 6 �r 2 MINI M 8 I crown staple, I6 a, DEPARTMENT OFFICIAL 15 REQUIRED PRIOR TO 51DEC:OVE�L ; o o I I/4" Ion ✓-Bd COMMON(21/2'x x 0.131")OR THE PROPOSED ALTERATIONS CONTINUES THE EXISTING „ d 11/2 gale. roofing Hall; 3-I0d Box ON 0.12b")OR CON5TRUGTION. ° , o0., 35 I/2 sum sheathing g 7 7 4 STAPLES,1'GROWN,I6 113/4- LOAD gyp g staple galvanized,PATH. REFER TO STRAPPING REQUIREMENTS �, LONG a o � I I/2 long; I I/4 screws T e W or ° a • °° a' Issues and Revisions ° ° SHEET A-1• 36 5/8 gypsum sheathing d 13/4" gals. roofing nail; 21 JOI5T TO SILL,TOP PLATE OR 61RDER 4-•8d BOX(2 In"x 0.113')OR TOE NAIL staple galvanized, 7 7 3-bd COMMON(21/2"x 0.131")OR 15/8" long; 15/8" screws, 3-I0d BOX(3'x 0.128")OR ate No. 1DIssues and Revisions ° ° °° a° `� ° a• T eWorS (SIMPSON STRONG-TIE ABU44) TYPICAL BG5 P05T GAP / BASE INSTALLATION LOAD 'ATH D I AC RA1� 3-3" x 0.131"NAILS 4/114/2014 PERMIT SET WOOD STTRUCTURAL PANELS,0"INATiON SUBFLOOR UNDERLAYMENT TO FRAMING 22 RIM J015T,BAND 5T OR BLOCKING TO SILL OR TOP 8d BOX 2 1/2"x 0.113" 4"O.G.TOE NAIL GONNG r I ON DATA I L.5 PLATE(ROOF APPLICATIONS ALSO) bd COMMON(2 1/2'x 0.131")OR b"O.G.TOE NAIL QI 10/15/14 REVISED PER BUILDING DEPT. 37 bd DEFORMED 2"x 0.120" NAIL,OR SCALE: N.T.S. 8d COMMON 2 I "x 0.131" NAIL d OBI�NA�S DECKS +# FINISHED BASEMENT 8")ORN.T.S. 55 7/8"TO I" 8d COMMON(2 1/2"x3"x 0.131")NAIL,OR 6 2 y p e 4/24/21 8d DEFORMED 2 1/20x 0.120" NAIL 23 I x 6 5UBFLOOR OR LE55 TO EACH J015T 3-bd BOX(21/2"x 0.113.3- FACE NAIL REVISED PER BLDG. DEPT. d IN 34 110' TO 11/4' IOd GOMMON(3"x 0.148")NAIL,OR b 12 2-Pd COMMON(21/2"x 0.131")OR COMPLIANCE WITH 2020 RES. CODE BBR �IT I ON5 1 3-I0d BOX c3"x 0.128°)OR OF NYS 2 STAPLES,I"GROWN,I6 6A. 13/4" tom/ I �jam/ a.NAILS ARE SMOOTH-COMMON,BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED. NAILS USED FOR FRAMING AND SFEATHIN6 LONG PROJECT #: I�-I ICT CONNECTIONS SHALL HAVE A MIN.AVERAGE BENDING YIELD 5TREN6TH5 AS SHOWN: 80 K51 FOR SHANK DIAM.OF 0.192"(20d COMMON NAIL), FLOOR 90 K51 FOR SHANK DIAMETERS LAR6ER THAN 0.142'BUT NOT LAR6ER THAN 0.177',AND 100 K51 FOR SHANK DIAMETERS OF 0.142`OR LESS. ------------ b.5TAPLE5 ARE Ib 6A.WIRE AND HAVE A MIN.7/16"ON DIAMETER GROWN WIDTH. 24 21 5UI3FLOOR TO J015T OR eiRDER 3-Ibd BOX 1/2"x 0.135" OR BLI AND FACE NAE_ NEW FOUNDATION AND FOOTING A.F.F. - ABOVE FINISH FLOOR MIN. - MINIMUM c.NAILS SHALL BE SPACED AT NOT MORE THAN b"O.G.AT ALL SUPPORTS WHERE SPANS ARE 48'OR 6REATER. 2-Ibd COMMON(3112"x 0.162" SCTM ##: L----------J A.P.B. - ANTHONY POWER BEAM MNFR. - MANUFAGTURER'5 Cl.4'x VOR 4'x 9'PANELS 5HALL BE APPLIED VERTICALLY. 25 2"PLANKS(PLANK tBEAM-FLOOR E ROOF) 3-164 BOX(3 1/2'x 0.135")OR AT EACH BEARING,FADE NAIL NEW DOOR e. SPAGIN6 OF FASTENERS NOT INCLUDED IN TH15 TABLE SHALL BE BASED ON TABLE R602.3(2) 2-IW COMMON In"x 0.162") -- NEW WOOD FRAME WALL B.P. - BEAM POCKET M.O. - MASONRY OPENING F•WHERE THE ULTIMATE DE516N WIND SPEED 15 130 MPH OR LE55,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF 5HEATHIN6 TO 6ABLE 26 BAND OR RIM J015T TO J015T 3-16d COMMON(31/2"x 0.162")OR END NAIL ZONE: DOOR 51ZE G.J. - CEILING J015T5 O.G. - ON GENTER END KA I FRAMING SHALL BE SPACED 6'O.G. HRFE THE ULTIMATE DESIGN WIND SPEW 15 6RFATER THAN 130 MPH,NAILS FOR ATTACHING 4-I0d BOX(3'x 0.128')OR G.M. - CARBON 0.5.8. - OR TED 5 O BOARD PANEL Roof:5HEATHIN6 TO INTERMEDIATE SUPPORTS SHALL BE SPACED b O.G.FOR MIN.48 DISTANCE FROM RID6E5,EAVES AND GABLE END 43 x 0.131 NAILS,OR 1 EXISTING FOUNDATION FTG. 5D " 1 1 I I � G.T. - COLLAR TIES P.T. - PRESSURE TREATED WALLS.AND 4 O.G.TO GABLE END WALL FRAMING. 4-3 x 14 6A STAPLES 7/16 GRO FLOOD ;ZONE: X L----------� SMOKE DETECTOR ON. - DOWN REF. - REFRI6ERATORg.6YP5UM 5HEATHIN6 SHALL CONFORM TO A5TM G 1346 AND SHALL BE INSTALLED IN ACCORDANCE WITH 6A253. FIBERBOARD 5HEATHIN6 2-1 BUILT-UP GIRDERS AND BEAMS,2'LU43ER LAYERS 20d COMMON(4"x 0.192")OR NAIL EACH LAYER A5 FOLLOWS: EXIST. HOOD FRAME HALL SHALL CONFORM TO A5TM G 208. 32"O.G.AT TOP 4 BOTTOM AND DP. - DEEP R.O. - ROUGH OPENING h.5PACIN6 OF FASTENERS ON FLOOR 5FEATHIN6 PANEL.EDGES APPLIES TO PANEL EDGES SUPPORTED 13Y FRAMING MEMBERS AND REQUIRED 5TAG6ERED --------� y SCALE: AS NOTED L-_---_--J EXIST. WALL TO BE REMOVED CARBON MONOXIDE D.H. - DOUBLE HUNG R.R. - ROOF RAFTERS BIAGKIN6 AND AT FLOOR PERIMETERS ONLY. SPACING OF FASTENERS ON ROOF SHEATHING PANEL ED6E5 APPLIES TO PANEL ED6E5 Iod BOX x 0.128 OR 24 O.G.FADE NAIL AT TOP al: DETECTOR D.J. - DEGK J015T5 T.O.W. - TOP OF WALL SUPPORTED BY FRAMIN6 MEMBERS AND REQUIRED BLOGKIN6. BLOCKING OF ROOF OR FLOOR 5HFATHIN5 PANEL E06ES PERPENDICULAR To 3'x 0.131"NAILS,AND: BOTTOM 5TA66ERED ON G.M. D.W. - OI5HWA5HER TYP. - TYPIGAL THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT AS REQUIRED BY OTHER PROV1510N5 OF THIS CODE. FLOOR PERIMETER SHALL 13E OPP051TE SIDES 2X6 R.R.NL EX15T. - EXI5TIN6 U.O.N.- UNLE55 OTHERN15E NOTED SUPPORTED BY FRAMING MEMBERS OR 50LID BLOCKIN6. -20COx 0. 0 FACE NAIL AT EN05 AND AT Drawn By: MLS FRAMING NOTATION I.WHERE A RAFTER 15 FASTENED TO AN ADJACENT PARALLEL.GEILIN6 J015T IN ACCORDANCE WITH TH15 5GHEDULE,PROVIDE 2 TOE NAILS ON 3-Iod BOX(3"x 0.128")OR EACH 5PLIGE • Ib"OG. 50 GFM MIN. EXHAUST E.P.- R EGTRIGAL PANEL V.I.F. - VERIFY IN FIEONE 510E OF THE RAFTER AND TOE NAILS FROM THE GEILIN6 J015T TO TOP PLATE IN ACCORDANCE WITH THIS 5GW-MLE. THE TOE NAIL ON THE VENT TO EXTERIOR LD 3-3'x 0.131'NAILS AS PER NY5 CODE F.D.- FLOOR DRAIN V.P. - VALLEY PLATE OPP051TE 510E OF THE RAFTER SHALL NOT BE REQUIRED. 28 LEDGER STRIP 5UPPORTIN6 JOISTS OR RAFTERS 4-16d BOX(31/2'x 0.135")OR AT EACH J015T OR RAFTER, Date: 8/2q/201�f SECTION 8303.3 (U.o.N) FL. - FLU5H V.R. - VALLEY RAFTER 3-I6d COMMON(3112,x 0.162')OR FACE NAIL FP5G - FIRE PROOF SELF GL051 N6 W.M. - WA5HIN6 MACHINE 4-10d i3OX ON 0.128')OR ® 4x4 STRUCTURAL POST GALV: GALVANIZED BRID6ING TO J015T 2-100 3 Ix 0.11228'9 EACH END TOE NAIL EXISTING DOOR (U.o.N) GYP. BD. - 6YP5UM BOARD H.R. - HIP RAFTER COLUMN SPECIFICATIONS: HM - HOT WATER HEATER GL.I MATT G AND 0ECOR GODE TABLE �IDE-51 C N CRITERIA ■■ ■■ LOAD BEARING WALL 1 1 NEW 4" DIAM. 5GHED. 40 STEEL PIPE COLUMN W/ IN5UL. - INSULATION lrl� (LOAD BEARING WALLS SHALL 1 0 1 3/4" THICK TOP d BOTTOM STEEL BEARING L.V.L - LAMINATED VENEER LUMBER WIND DE51ON 5UBJEGT TO DAMAGE FROM , I I PLATES. BEARING PLATES SGROUND SEISMIC WINTER TGE BARRIER FLOOD AIR MEAN HAVE SOLID BLOCKING 1 , HALL BE DRILLED IN SNOW ASCE WIND- DE51ON DE516N UNDERLAY- HAZARDS FREEZING ANNUAL I I (4) LOCATIONS TO RECEIVE BOLTS TO BEAMS LOAD ASG SPECIAL BORNE GATE GO WEATHERING FR05TLINE TERMITE TEMP MENT INDEX TEMP PLACED BETWEEN STUDS ® L--------J AND FOOTINGS. BEARING PLATES SHALL BE (1=IG. 3012(2)) DEPTH REQUIRED Proll. North 4'-0" O.G. `,/ERTIGALLY). CONTINUOUSLY WELDED TO COLUMN. REFER TO SPEED TOP06RAPHIG WIND DEBRI OF F PLANS FOR FOOTING SIZES. GAT. 2 EFFECTS REGION ZONE REFER TO MOD. T o REFER TO 1500 OR REFER TO 100 NOT 5GJ4LE PRINTS 20# 140 LOCAL NO ZONE I B SEVERE 3-O HEAVY 15 TES LOCAL LE55 LOCAL (mph) JURISDICTION JURISDICTION JUR15010TIOIN AS PER AS PER AS PER N.Y.5. CODE N.Y.5. CODE N.Y.5. CODE I O TIO OF 5 TURAI. IZS MINIMUM SPECIFIED OOMPRESSIi/E 2020 RESIDENTIAL CODE OF Nal YORK STATE I L I NC SGt� D LE= GLI MAT I G AND C r=O0RAPH 1 G DF-51 ON CRITERIA STRENGTH OF CONCRETE TABLE RR 301 ► 2020 RE51 DENTI GODS OF NEW YORK STATE 2020 RESIDENTIAL CODE OF NEW YORK STATE, TABLE R3012(I) STRUCTURAL MEMBERALLOHABLE TABLE 8602.3 I 130 MPH EXPOSURE B 2020 RESIDENTIAL GODS OF NEW YORK STATEDEFLECTION WINTER TABLE R402.2 RAFTERS HAVING SLOPES GREATER THAN ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER SPACING 4 LOCATION WIND DESIGN SUBJEGT TO DAMAGE =ROM b,c CCROUND SEISMIC DESIGN ICE BARRIERFLOOD AIR MEAN 3:12 WITH FINISHED CEILING NOT ATTACHE L/180 of FASTENERS ARCHITECTURE, PLLG 5NOW - DE516N TEMP UNDERLAY- HAZARDS FREEZING ANNUAL TYPE OR LOCATION OF MIWMIM SPECIFIED CO P�61VE To RAFTERS LOAD: AC-6E TOPOGRAPHIC SPECIAL BORNE CATEGORY WEATHERING FR05TLINE TERMITE 16. 301.2(1) MENT INDEX TEMP CONCRETE Cq,15�ng1 ROOF 7-I6 EFFEGTS WIND DEPTH REQUIRED FRG. 4o33(2) WEATHBZIN6 P�1AL FLOORS I6URE SPEED REGION DEBRIS (Fi6. 301.2(2)) (1=16. 3012(4)) (FIGURE 4TA13LE DIOI 6 I BLOGKING BETWEEN GEILING J015T 4-8d BOX 2 12 x 0.113 OR PFT: 631.816.5518 01.2(6) ZONE 3012(`1)) . COD TBL. 403.3(2) G T TT L/360 OR RAFTERS TO TOP PLATE 3-8d COMMON(21/2'x 0.131`)OR GAT. 2 301.2.12.1) -BASEMENT AND STUCCO 3-IOd BOX(3'x 0.128')OR FOUNDATIONS AND OTHER FAX: 631.415.V50 „ 0 1500 OR REFER TO 2SppC GLC. WIT FLEXIBLE FINISHES G P. BD 2 O 3-3'x 0.131` 15 O# 130 NO NO ZONE I B SEVERE 3-O HOD.T IS 'E5 MINIMAL LE-55 LOCAL TOCONCRETE ER TEOT o5ED ALL OT G O 2 CEILING J015T TO TOP PLATE 4-bd BOX(21/2'x 0.113')OR PER JOIST,TOE NAIL F: D5TE15EL�OPTONLINE.NET (mph) FLOOD RI5DIGTIO EXTERIOR WALL5- WIND LOADS WITH 3-8d COMMON(2 1/10.131")OR HAZARD, AS PER PLASTER OR STUCGO FINISH H1360 " BASEMENT SLABS AND 3-IOd BOX(3 x 0.128)OR ZONE X N.Y.5. CODE INTERIOR SLABS ON EXTERIOR WALLS-WIND LOADS WITH 3-3"x 0.131'NAILS MANUAL J DE516N CRITERIA (THE JURI5DIGTION SHALL FILL IN THESE 5EGTION5 OF THE TABLE TO ESTABLISH THE DE516N CRITERIA U51N6 FLOOR,EXCEPT GARAGE 2,500G OTHER BRITTLE FINISHES H/240 3 CEILING J015T NOT ATTACHED TOP RAFTER, 4-10d BOX(3"x 0.128")OR FAGS NAIL WWWDIESELARGHITEGTURE.YPWEB.GOM FLOOR SLABS EXTERIOR WALL5-WIND LOADS WITH LAPS OVER PARTITIONS(5EE 5EGTION5 R802524 3-Ibd COMMON(31/2'x 0.162")OR TABLE IA OR IB FROM ALGA MANUAL J OR E5TABL15H CRITERIA DETERMINED BY THE JURISDICTION) FLEXIBLE FINISHES H/120 TABLE R&0254-3°x 0.131'NAILS BASEMENT WALL5, LINTELS SUPPORTING MASONRY L/600 4 CEILING J015T ATTACHED To PARALLEL RAFTER(HfL T . . 22 FACE NAIL I ROI WAVERL-Y AVE., HOLTSVILLE, NY 11742 EYATION LATT- WINTER SUMMER ALTITUDE INDOOR DESIGN HEATING FOUNDATIONS WALLS, VENEER WALLS JOINT),(SEE SECTIONS RB0252 d TABLE 88025.2) ITl)DE HEAT. COOLING CORRECTION FACTOR DESIGN TEMPERATURE COOLING TEMPERATURE EXTERIOR WALLS AM 3pood L = SPAN LENGTH H = SPAN HEIGHT TEMP. DIFFERENCE OTHER VERTICAL 5 COLLAR TIE TO RAFTER,FACE NAIL OR 11/4'x 20 GA. 4-I0d BOX(3"x 0.128`)OR FACE NAIL EACH RAFTER CONGRETE WORK EXP05ED To THE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS RIDGE STRAP TO RAFTER 3-lOd COMMON l3"x 0.148")OR PROJECT TITLE: WEATHER 2020 RESIDENTIAL CODE OF NEW YORK STATE 4-3"x 0.131"NAILS ��®�S�Y RESIDENCE: ��1 DENGE TABLE R3015 6 RAFTER OR ROOF TRU55 TO PLATE 3-lbd BOX(3112"x 0.135")OR 2 TOE TAILS ON ONE SIDE AND J GOOLI NG TEMPERATURE WIND WIND GOINGIDEN DAILY RANGE WINTER SUMMER PORCHES,CARPORT USE LIVE 3-10d COMMON 0'x 0.148)OR I TOE NAIL ON OPP051TE SIDE 5LA55 AND STEPS 4-I0d BOX(3'x 0.128)OR of EACH RAFTER OR TRU%.I INTERIOR ALTERAT I ONS DIFFERENCE LOGIN VELOCITY WET BULB HUMIDITY HUMIDITY �Oc�D TO THE UNINHABITABLE ATTIGS WITHOUT STORAGE # 4-3"x 0.131'NAILS � UNINHABITABLE T TT GS T ST 20 � ROOF RAFTERS TO RIDGE, OR HIP RAFTER TO 4-Ibd BOX(31/2'x 0.135')OR TOE NAIL REAR p�� CELLAR HEATING COOLING FLS L�GARAGE 3,500 HABITABLE TT GS ITH FIXED 5T RS O MINIMUM 2'RID6E BEAM 3-10d COMMON(3'x 0.148")OR a EXTERIOR BALCONIES 4 DECKS 40# 4-I0d BOX(3'x 0.128")OR 6ARA�E G0N Y ERB I OIV sTREN6TH AT 2B DAYS PSI. b FIRE ESCAPES AND AND I 40## 4-3"x 0.131"NAILS SEE TABLE R3OIZ FOR WfATIMN6 POTENTIAL 3-lbd BOX 5 1/2"x 0.135")oR END NAIL `CONCRETE IN THESE LOGATIONS THAT E SUB.BGT To FRl�INB AND THAWNG DURING - # 2-I6d COMMON 0 In"x 0.162")OR CONSTRDGTION 5Kk1 BE AIR-EKTRAHV CONCRETE IN AGC.ORDAWE WRH FOOrtM d PAS ENDER HI E G RA of . 5GOPE: CELLAR GONVER510N TO HABITABLE 5PAGE. a TABLE 402.12 dca u;rm 5mi BE AIR-eiTR mv.TOTAL AIR CONTENT(IME RMC BY vaiK OF M ER A E # 3-IOd Box(3 x 0.128)OR INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTS R PROJECT LOCATION: 2020 EGGGNYS �'��'NOT�LIQ new 5�'��h10�T""'"� SLEEPING ROOMS 30# CLIMATE ZONE 4 e�SECTION 84022 FOR W,*W a3.8N�ITiaJs MATERIALS CONTENr. STAIRS 40# WALL \ / IwI AVE, �\ / b G d 1,FjOR GARAGE FLOORS WITH A STEEL TROIAELM FFNI%REMTION OF TFE TOTAL AIR 8 STUD TO STUD T AT BRACED WALL PANELS Ibd COMMON 3 1/2"x 0.162" O.G. I �� ®U N p Y I Y`l P't Y . 11 FENE5TRAt1ON 5KYLI6HT GLAZED GEILING WOOD MA55 WALL FLOOR BASEMENT SLAB GRAWL 5PAGE r(�r,ENr BY vouK of coNCWO TO NOT LESS TW 3 PEII Is MIN. ROOF LIVE LOADS IN POUNDS- FORGE PER Sr-. of i PERRITTED IF THE SPECIFIED /E STREN6TH OF THE CONCRETE 15 WREA%V I . PROJECTION U-FACTOR U-FAGTOR FENESTRATION R-VALUE FRAME WALL R-VALUEi R-VALUE WALL R-VALUE R-VALUE WALL R-VALUE TO Nor LE555THAN4p00P51. 2020 RESIDENT CODE OF NEW YORK STATE I0d Box 'x 0.128" OR 16'O.G.FACE NAIL 5®UTA®LD NY I I��1 ABLE R301.6 3"x 0.131'NAILS 5HGG ,- R-VALUE DEPTH PRESUMPTIVE LOAD-BEARING TRIBUTARY LOADED ALFA M 5F. Cl STUD TO STUD AND ABUTTING 51W5 AT INTERSECTING I6d BOX(3 In'x 0.135')OR 12"O.G.FACE NAIL CODE PRESCRIBED 0.32 0.55 0.40 4q 20 OR 13 +5 b/13 8/13 Iq 10/13 10 RFT. 10/13 a FOR ANY STRUOTURAI.M� WALL CORNERS(AT BRACED WALL PANELS) 3"x 0.131'NAILS VALUES OF FND. MATERI ALS I6d COMMON 3 In"x 0.162" I6"O.G.FACE NAIL SEAL AND S I C NATURE: 202.0 RESIDENTIAL GODS OF NEW YORK STATE ROOF 0-200 201-600 OVER 600 10 BUILT UP HEADER(2"TO 2'HEADER WITH In'SPACER) Ibd COMMON(31/211 x 0.162` Ib"O.G.EACH E06E FACE NAIL PROP05ED 0.2q N/A 0.2q N/A 21 WA N/A R-13 CAVITY N/A N/A TABLE RAO1.4.1 FLAT OR RISE I E55 THAN Ibd Box 12'x 0.135 12"O.G.EACH EDGE FACE NAIL 4" PER FT. (1:3) 20 16 12 I1 CONTINUOUS HEADER TO STUD 5-8d BOX(21/2"x 0.113')OR TOE NAIL CLA58 OF MATERIAL LOAD-18EARIN6 P 4-8d COMMON(21/2'x 0.1319 OR RD AA C a. R VALUE5 ARE MINIMUM5. U-FAGTOR5 AND 5H6G ARE MAXIMUM5. WHEN IN5ULATION 15 IN5TALLED IN A CAVITY WHICH 15 LE55 THAN THE LABEL OR DE516N 815E 4" PER FT. (1:3) TO 4-0d BOX 'x 0.128 ��E y THIGKNE% OF THE IN5ULATION, THE IN5TALLED R-VALUE OF THE INSULATION 5HALL NOT BE LE55 THAN THE R-VALUE 5PEGIFIED IN THE TABLE. CRYSTALLINE BEDROCK 12,000 LE55 THAN 12" PER FT (1:1) 16 14 12 12 TOP PLATE TO TOP PLATE -Ibd COMMON In"x 0.162" 16'O.G.FACE NAIL g� STF/S b. THE FENESTRATION U-FAGTOR COLUMN EXGLUDE5 5KYLI6HT5. THE 5HGG COLUMN APPLIE5 TO ALL 6LAZED FENE5TRATION. 10d BOX ON CID&") OR 12'o.G.FACE NAIL c. 110/13" MEAN5 R-10 GONTINUOIS IN5ULATION ON THE INTERIOR OR THE EXTERIOR OF THE HOME OR R-13 CAVITY IN5ULAT70N AT THE INTERIOR OF THE BASEMENT SEDIMENTARY AND 4,000 RISE 12" PER FT. (1:1) 12 12 12 3"x 0.131'NA1L5 M " ` WALL. "15/Iq" MEAN5 R-15 GONTINUOU�' IN5ULATION ON THE INTERIOR OR THE EXTERIOR OF THE HOME OR R-IQ CAVITY INSULATION AT TIE INTERIOR OF THE FOLIATED ROCK AND GREATER 13 DoueLE TOP PLATE-5PLICE ' 8-Ibd COMMON 0 1/2 x 0.162)OR FAGS NAIL ON EACH SIDE OF ti1(1��11 BASEMENT WAIL. ALTERNATIVELY, COMPLIANCE WITH '15/Iq° SHALL BE R-13 CAVITY INSULATION ON THE INTERIOR OF THE B� WALL PLUS R-5 CONTINUOUS ROOF SHALL BE DESIGNED FOR THE LIVE LOAD 12-Ibd eox(3 It x o.13s")oR END JOINT(MRN.24"LAP SANDY GRAVEL AND/OR GRAVEL 3000 INDICATED IN TABLE R301.6 OR THE SNOW LOAD 12-I0d BOX(3"x 0.128)OR SPLICE LENGTH EACH 51DE OF INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME. (GW AND 6P) INDICATED IN TABLE R301.2(I), H41CHIEVE�R 15 GREATER. 12-3'x 0.131"NAILS END JOINT) � d. R-5 IN5UL. SHALL BE PROVIDED UNDER THE FULL SLAB AREA OF A HEATED 5LABIN ADDITION TO THE REQUIRED SLAB ED6E IN5ULATION R-VALUE5 FOR 5LAB5 030A'� �o A5 INDICATED IN THE TABLE. THE SLAB ED6E IN5ULATION FOR HEATED 5LAB55HALL NOT BE REQUIRED TO EXTEND BELOW THE 5LA5. SAND,SILT'SAND,CLAYEY 2,000 F SILTY GRAVEL AND 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND J015T OR Ibd COMMON(31/2"x 0.162" I6"O.G.FACE NAIL f. NOT APPLICABLE ABLE GLAY�GRAVEL BLOCKING(NOT AT BRACED WALL PANEU I6d BOX ON 0.135') OR 12"O.G.FACE NAIL f. NOT APPLICABLE (5W,5P,SM,5G,6M AND 6G) ALTERNATIVELY, INSULATION SUFFIGIENT TO FILL THE FRAMING CAVITY AND PROVIDING NOT LE55 THAN AN R VALUE OF R-1q. 3'x 0.131'NAILS �� CLAY,SANDY CLAY,SILTY " THE FIRST VA_ LUE 15 CAVITY INSULATION, THE SECOND VALUE 15 GONTIM)OUS INSULATION. THEREFORE,A5 AN EXAMPLE, 13 + 5 MEANS R-13 CAVITY INSULATION CLAY,CLAYEY SILT,SILT 1''� 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND J015T OR 3-I6d SOX(3 I/2 x 0.135)OR 3 EACH I6�O.G.FADE NAIL PLUS R-5 GON1 INUOUS INSULATION. AND SANDY SILT BLOGKIN6(AT BRACED WALL PANE) 2-I6d COMMON 0 112'x 0.162)OR 2 EACH Ib O.G.FACE NAIL 1. MA% WALL5 SHALL BE IN ACGORDANGE WITH SECTION R402.25. THE 5EGOND R-VALUE APPLIES WHEN MORE THAN HALF THE IN5ULATION 15 ON THE INTERIOR OF (GL,ML,MH AND 04) 4-3"x 0.131"NA1L5 4 EACH 16'O.G.FACE NAIL pES I GNER: MA55 WALL. I6 Ta'OR BOTTOM PLATE TO STUD 4-8d�X(2 In"x 0.113')OR TOE NAIL /� //�� a.WHERE 501L TESTS ARE RSHAi>;I11RED BY SM710H R401A TfIE ALI OWABIF BEARING 3-I6d BOX(3 1/2"x 0.135)OR �,CjY p �I GN V R0 U CAPAUTiE5 OF THE 50IL LL BE PART OF THE FMOPR•1EVDAnONS. 4-8d COMMON(2 12"x 0.131")OR b.WHERE T-E MILDIN6 OFFICIAL DETERMINES THAT IN-PLACE SOILS WITH AN ALLOWLE FINISHES: SMOKE DETEGTOR5: BEARING CAPACITY aF LE55 THAN I�OO I'SF ARE LIKELY TO�PF 5B�f AT THE ATE 4-1od e0x NAILS 0.128')oR 151 L AF-A`i'E TTE ST. 2ND. THE RINS ABI BEARING CAPAGI7Y SHALL BE DETHtMI�D BY A SOILS INVE5T16A110N " 0-131' I. WALL AND CEILING FIN15HE5 SHALL BE IN AGGORDANGE WITH 2020 1ZE5112ENTIAL GODE OF NEW YORK NEW 5MOKE DETEGTOR5 ARE TO BE HARDWIRED AND 3-16d BOX(31/2'x 0.1351)OR END NAIL 5TATE, TABLE 8702.3. INTERCONNECTED AND ARE TO BE IN5TALLED A5 PER N.Y.5 2-Ibd COMMON(31/2"x 0.11 OR NEVI YORK, NY 10013 2. INTERIOR WALL GOVERIN6 SHALL BE IN AGGORDANGE WITH 2020 RESIDENTIAL GODE OF NEW 2020 RESIDENTIAL CODE 5EGTION 8314. ONE GARBON 3-iod Box'N O.I28")OR ��I L I NO �.�' G��DUL� (CONTINUED) 3-3'x 0.131'NAILSI ' GYORK 5TATE,E:EGTION 8702. MONOXIDE DETECTOR 15 TO BE IN5TALLED ON EACH LEVEL 2020 RESIDENTAL CODE OF NEW YORK STATE 1, TOP PLATES,LAPS AT CARNER5 +I INTERSECTIONS 3-10d BOX(2 I/2'x 0.128")0R FACE NAIL LOU 15 Y0H TABLE 8602.3 I 130 MPH, EXPOSURE B 3. EXTERIOR WALL COVERING SHALL BE IN AGGORDANGE WITH 2020 RESIDENTIAL GORE OF NEW YORK AS PER N.Y.S. 2020 RESIDENTIAL CODE SECTION 8315. 2-I6d COMMON 0 112'x 0.162')OR ��I�) T��"3-3��2 STATE 5EGTIO14 8703. 3-31x 0.131"NAILS 4. ASPHALT ROOF 5HINGLE5 SHALL BE IN5TALLED IN AGGORDANGE WITH 2020 RESIDENTIAL CODE OF ITEM DESCRIPTION OF NUMBER 4 TYPE OF FASTENERS 18 1'BRACE TO EACH STUD 4 PLATE 3-8d Box(21/2"x 0.113')OR FACE NAIL NEW YORK 5TATE, SECTION Ra05.2. AIR SEAL NOTE: ALL PENETRATIONS- PIPE, GABLE, WIRE, BUILDIN613EMENTS a,b,c es n rrrl� 2-8d COMMON(2110.131')OR NOTE: BY INCLUSION OF THI5 NOTE, THE OWNER HA5 5. ALL INTERIOR WALL5 IN BATHROOM5 AND OTHER H16H M015TURE AREAS SHALL BE FIN15HED WITH dna s) c"a 2 ST Box 13"x 0.128')OR VENTS OR OTHER FROM CONDITIONED 5PAGE TO SH� ) 2 STAPLC-5 13/4" BEEN ADVISED THAT PRIOR TO ANY GONSTRUGTION M015TI RE RE515TANT 6YP5UM BOARD $ GEMENT BOARD IN TUB 4 5HOWER. Wood structural Is,subfloor, roof and interlor wall sheathe Iq IN 6"5HEATHIN6 TO EACH BEARING 3-Sd Box(2 In"x 0.113')OR FACE NAIL AND/'OR DEMOLITION WORK, IT SHALL BE THE OWNER'S UNCONDITIONED 5PAGE MUST BE FOAM SEALED AND i 129 2-8d COMMON(2112'x 0.131)OR RE5PON51BILITY TO OBTAIN A BUILDIN6 PERMIT FROM 6. R302.G ELAINE SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR WALL AND GEILING FINISHES. FLAME to framing and particleboard wall sheathing to framing IN5ULATED. ALL FRAMING JOINTS LOCATED WITHIN 2-I0d BOX(3"x 0.128")OR SPREAD AND �iMOKE-DEVELOPED INDEXES FOR WALL AND CEILING FINISHES SHALL BE IN AGGORDANGE WITH (see TABLE 8602.31'3) for wood structural I exterior wall sheathing to wall framl THE 60VERNIN6 BUILDING DEPARTMENT. THE 30 3/8 - I/2 pix 6 12 2 STAPLES 1"GROWN,I6 GA. 1 3/4' SECTIONS R302.q.1 THROUGH R302.a.4. WALL AND CEILING FINISHES 5HALL HAVE A FLAME SPREAD INDEX OF CONDITIONED SPACE WITH EXTERIOR EXPOSURE TO bd common 2 0.113 nail f ARGHITEGT DOES NOT RECOMMEND AND DOES NOT NOT GREATER THAN 200 (R302A.9. WALL AND GEILING FINISHES SHALL HAVE A SMOKE-DEVELOPED INDEX UNCONDITIONED 5PAGE MUST BE CAULKED, FOAM 5EALED (Su comm, wall) 2O IN 8"AND WIDER SHEATHING TO EACH BEARING 3-8d BOX(2 1/2"x 0.113")OR FACE NAIL 6UAF:ANTEE THAT SOLELY BY THE PREPARATION OF 8d common (2 - X 0.131 ) nail 11 3-8d COMMON(2112'x 0.131')OR THE51E PLAN5 SHALL GON5TRUGTION OGGUR. PROPER OF NOT GREAIER THAN 450 (R302.1.2). INSULATED. (roof); or RSRs-OI (2 3/8"x 0.113')nail (roof)J 3-I0d BOX ON 0.128')OR REVIEW AND APPROVAL BY A QUALIFIED BUILDING 3 STAPLES,I"GROWN,16 GA.13/4" DEPARTMENT OFFIGIAL 15 REQUIRED PRIOR TO Sd common nail 2 1/2" X 0.13119, or LONG GONSTRUGTION. TYPICAL 5T/SIR NOTES: 31 1a 2 R5R5-o1 2 3/8"1 0.113" Tan (roof) 6 12 WIDER THAN 1x 8' I. 8 1/4" MAX. R15ER HEIGHT, q" MIN. TREAD DEPTH A5 PER 2020 NY5 RE5I0ENTIAL CODE 8d deformed Hall IOd common Hall (3"X2 122"X 1 "X ); or 6 12 4-8d BOx(21/2'x 0.113")OR 32 I I/8 - I I/4" 0.131" 5-bd COMMON(2 In'x 01 OR SECTION 31 I.-f.5.1 AND 311.7.5.2. OTHER WALL SHEATHIN69 3-I0d BOX ON 0.128")OR Issues and Revisions 4 STAPLES 1'GROWN, Ib 6A. 13/4" No. Date Issues and Revisions 2. PROVIDE NO51NC5 A5 PER 2020 NY5 RESIDENTIAL CODE 5EGTION 311.1.5.3 TREAD 33 1/2" structural cellulosic 1 1/2" �alv. roofing nail, LONG „ fiberboard sheathing 1/16 head diam. OR 3 6 /Iq/201ci PERMIT SET DEPTH 5HAL- BE II MIN. WHERE NO NOSING 15 PROVIDED. 9 1 1/4 long 16 ga. staple with FLOOR 7/16" or I" crown 21 " " 3. PROVIDE (ILLUMINATION AT STAIR A5 PER 2020 NY5 RESIDENTIAL GORE R311.1.q. - 4-8d Box 2 v2 x 0.113 OR 1 10/15/1a REVISED PER BUILDING DEPT. 25/32" structural cellulosic 1 3/4" gals. roofing nail, 3-8d COMMON(2 In"x 0.131')OR 4. HANDRAIL REQUIREMENT5: A5 PER 2020 NY5 RE51DENTIAL CODE 5EGTION 8311.1.3, 34 fiberboard sheathing '1/16" head diam. OR 3 6 3-I0d Box ON 0.128')OR ® q/2a/21 REVISED PER BLDG. DEPT. 4 IN HANDRAIL5 HAVING MINIMUM AND MAXIMUM HEI67HT5 OF 34 INGHE5 AND 33 INGHES 1 1/2 long 16 ga. staple with 3-3"x 0.131'NAILS MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING SHALL x/16" or I" crown �� GOMPLIANGE WITH 2020 RES. CODE 22 RIM JOIST,B J015T OR BLOCKING TO SILL OR TOP 8d E0X 2 In x 0.113 4 O.G.TOE NAIL OF NY5 ' 35 1/2" sum sheathing d 1 1/2" goly. roofing nail; PLATE(ROOF APPLICATIONS ALSO) 8d COMMON(2 1/2'x 0.131')OR 6'O.G.TOE NAIL BE PROVIDED ON AT LEA5T ONE 51DE OF 5TAIRWAY5. ALL REQUIRED HANDRAIL5 SHALL gyp 9 staple galvanized, '7 7 lod 13OX ON 0.128')OR ,T e W or 3��x 0.131NAILS BE CONTINUOUS THE FULL LENGTH OF THE STAIRS WITH FOUR OR MORE RISERS FROM A I I/2 long; I I/4 screws d 1 3/4" gaiv. roofing nail; 23 I'x 6'5UBFLOOR OR LE55 TO EACH J015T 3-8d BOX(21/2'x 0.113")OR FACE NAIL PROJECT #: I�- POINT DIRECTLY ABOVE THE TOP R15ER OF A FLIGHT TO A POINT DIRECTLY ABOVE THE 36 5/8" gypsum sheathing staple alvanized, LOWEST RISER OF THE FLIGHT. ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL 1 5/8" long; I `5/8" 5crew5, 2-10 COMMON(212') x131)OR T e W or S 3-IOd BOX(3 x 0.1WN, OR SCTM #: POSTS OR 5AFETY TERMINAL5. HANDRAIL5 ADJACENT TO A WALL 5HALL HAVE A 5PAGE WOOD STRUCTURAL PANELS,C'�OMBINAnoN SUBFLOOR UNDERLAYMENT TO FRAMING LONs �r GROWN,I6 6A. 13/4" OF NOT LE55 THAN 1.5 INGHES BETWEEN THE WALL AND THE HANDRAIL. 3-7 bd DEFORMED 2N 0.120" NAIL,OR 12 24 2'5UBFLOOR TO J015T OR 61RDER 3-Ibd BOX(3112'x 0.135')OR BLIND AND FACE NAIL ZONE:5. FURNI5H I$ IN5TALL 6UARD RAILS I$ WOOD 5PINDLE5 5PAGED 50 A5 NOT TO PERMIT bd COMMON 2 112"x 0.131 NAIL 2-I6d COMMON PL1/2"x 0.162' 38 1/8"TO I` 8d COMMON(21/2"x 0.131")NAIL OR 6 12 25 2"RANKS(PLANK 4: BEAM-FLOOR 4 ROOF) 3-I6d BOX 0 1/2'x 0.135")OR AT EACH BEARING,FAGS NAIL PA55AGE Of: A 4" DIA. SPHERE, IN COMPLIANCE WITH 2020 NY5 RE5IDENTIAL CODE bd DEFORMED 2112"x 0.120" MAIL 2-I6d COMMON 1/2"x 0.162" 5EGTION R312. 3�i 11/5'TO 11/4' I0d COMMON(3"x 0.148')NAIL,OR 6 12 26 BAND OR RIM J015T TO J015T 3-I6d COMMON(3 In"x 0.162')OR END FLOOD ZONE: 'X' 8d DEFORMED 2 I "x 0.120" NAI 4-I0d BOX(3'x 0.128')OR 4-3"x 0.131"NAILS,OR a.NAILS ARE 5MOOTH-GOMMON,BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED. NAILS USED FOR FRAMING AND SHEATHING 4-3"x 14 6A.STAPLES 1/16'CRONII SCALE: AS NOTED CONNECTIONS SHALL HAVE A MIN.AVERAGE BETIDING YIELD STREN6TH5 A5 SHOWN: 80 MI FOR SHANK DIAM.OF 0.142'(20d COMMON NAIL), 2-1 BUILT-UP GIRDERS AND BEAM5,2"LUMBER LAYERS 20d COMMON(4'x O.IC12')OR NAIL EACH LAYER AS FOLLOWS SET WINDOW HEADS AT 6'-3" ABOVE FINISH FLOOR UNLESS OTHERWISE NOTED. 010 K51 FOR SHANK DIAMETERS LARGER THAN 0.142'BUT NOT LARGER THAN 0.171',AND 100 K51 FOR SHANK DIAMETERS OF 0.142'OR LE55. 32"O.G.AT TOP 4 BOTTOM AND b.STAPLES ARE 16 GA.WIRE AND HAVE A MIN.l/Ib'ON DIAMETER GROWN WIDTH. 5TA66ERED Drawn B ALL NEW WINIDOW5 ARE BY 'ANDER5EN' U.O.N. OR EQUAL AND 5HALL EITHER MEET OR c.NAILS SHALL BE SPACED AT NOT MORE THAN 6'O.G.AT ALL SUPPORTS WHERE SPANS ARE 48"OR GREATER 10d BOX "x 0.128 OR 24"O.G.FADE NAIL AT TOP 4 y` PLS EXCEED REGIUIREMENTS AS SET FORTH IN GODS SECTION 8303 ( 8310 WHERE NOTED A5 d.4'x b'OR 4'x 4'PANELS SHALL BE APPLIED VERTICALLY. 3"x 0.131'NAILS,AND: BOTTOM 5TA66ERED ON e. SPACING OF FA5TENER5 NOT INCLUDED IN TH15 TABLE SHALL BE BASED ON TABLE R602.3(2) OPP051TE 510E5 EGRESS). f.FOR WOOD STRUCTURAL PANEL ROOF SHEATHING ATTACHED TO GABLE END WALL FRAMING SHALL AND TO INTERMEDIATE SUPPORTS WITHIN 2-2 GO x O. 2 OR FACE NAIL AT EN05 AND AT Dam` 45/20V:20141 48"OF ROOF EDGES AND RIDGES,NAILS SHALL BE 5PAGED AT b"O.G.WHERE THE ULTIMATE DE516N WIND SPEED 15 LE55 THAN 130 MPH AND 3-10d BOX(3'x 0.128)OR EACH SPLICE ALL WINDOW5 4 DOOR-5 TO RECEIVE PROPER FLA5HIN6 A5 PER MANUFAGTURER5 SHALL 13E SPACED 4'O.G.WHERE THE ULTIMATE DE516N WIND 5PEED 15 130 MPH OR GREATER BUT LE55 THAN 140 MPH. 3-3'x 0.131 NAILS 5PEGIFIGATION5 4 CODE 5EGTION R60q $ R103.4 g.GYPSUM SHEATHING SHALL CONFORM TO A5TM G 1346 AND 5HALL 13E INSTALLED IN ACCORDANCE WITH 6A253. FIBERBOARD SHEATHING 28 STRIP SUPPORTING J015T5 OR RAFTERS 4-I6d BOX(3 In'x 0.135")OR AT EACH Jo15T OR RAFTER, SHALL CONFORM TO A5TM G 208. 3-lbd COMMON(31/2"x 0.162')OR FACE NAIL h.SPACING OF FASTENERS ON FLOOR SHEATHING PANEL E06E5 APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED 4-10d BOX ON 0.128')OR BLOCKING AND AT FLOOR PERIMETERS ONLY. SPACING OF FASTENERS ON ROOF SHEATHING PANEL E06B APPLIES TO PANEL EDGES 4-3"x 0.131'NAILS SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING. BLOGKIN6 OF ROOF OR FLOOR 5HFATHIN6 PANEL EDGES PERPENDICULAR TO 2q BRIDGING OR BLOCKING TO JOIST 2-IOd BOX(3"x 0.128'), END,TOE IL THE FRAMING MEMBERS NEED NOT 13E PROVIDED EXCEPT AS REQUIRED BY OTHER PROVISIONS OF THI5 CODE. FLOOR PERIMETER SHALL BE OR 2-8d COMMON(2 In"x 0.131, SUPPORTED BY FRAMING MEMBERS OR 50LID BLACKING. 1.WHERE A RAFTER 15 FASTENED TO AN ADJACENT PARALLEL GEILING J015T IN AGGORDANCE WITH THIS SCHEDULE,PROVIDE 2 TOE NAILS ON OR 2-3x9 NAILSa ONE SIDE OF THE RAFTER AND TOE NAILS FROM THE CEILING J015T TO TOP PLATE IN ACCORDANCE WITH THI5 SCHEDULE. THE TOE NAIL ON THE OPP051TE 51DE OF THE RAFTER SHALL NOT 13E REQUIRED. } Q J.R5R5-01 I5 A ROOF 5HEATHIN6 RIN6 SHANK NAIL MEETING THE SPECIFICATIONS IN ASTM FI661. Prol. North0� 8 a DO NOT SCALE PRINTS RAFTER TO 5TUD MTL GONNEGTOR OR Q STUD TO STUD METAL CONNECTOR,A5 CONTRACTOR SHALL EXTEND METAL STRAPPING GONDITION REWIRE5 UP TO 2nd FLOOR STUDS AS PER STRAPPING DETAIL GUT PLATE TIED WITH Ib 6A6E EXTERIOR OR STEEL 5TRAP(Rb02b.1) GRIPPLE STUDS FIREBLOGKIN5 AROUND PIPE BEARING WALL A�RGH I TEGTURE, PLL.G DOUBLE TOP PLATES: 5TA66M JOINT5 24"O.G.OR U5E 5PLIGE NOTCH 50 5Y PLATE,(RbO2.3.2) MAX OF THE PH: 631.816.5518 PLATE WIDTH I`AX: 631.4'15.2x50 I6 GAGE (0.0054 IN.) AND 1.5 IN. E: D5TE15EL@0PT0NLINE.NET 51MP50M H2A CLIPS FROM _ WIDE METAL TIE L- MAX. D L ACROSS AND TO HEADER STUD TO RAFTER FROM EACH SIDE OF THE WWW.DIESELARGHITEGTURE.VPWEB.GOM TABLE (Rb02.7(I) 4 : SEAT. (RbO2.7(2) SIMPSON 5TRAPPING # 0520 L/3 }• 0 L/3 SUPPORT I L/3 NOTCH WITH 6 - 16D MIN. 12" ON STUD I I d" pop TOP LATE5 NAILS EACH SIDENo i 1101 WAVERI.Y AVE., HOLTSVILLE, NY 11742 ice-NOTCHES D/3 I I PIPE MIN."1 20 6A.2' ON STUD LV. STRAPPING TD/6 I PERMITTED MAX.i � D D/3 I D TOP PLANE PR,4MIN6 � JACK STUDS. ; I D/6 MAX. I TO ACCOMODATE PIPING PROJECT TITLE: REFER TO WFGM 2018 TABLE 322E p/3 1 RAFTER/ CEILING JOISTS G FOR MIN. NUMBER OF STUDS REQUIRED. MAX. SCALE: N.T.S. �,/1 RES I DENGE FULL LENGTH WALL STUDS ADJACENT TO HEADER, FLOOR JOIST - CENTER GUTS 2020 RESIDENTIAL CODE OF NEW YORK STATE FIGURE 8602.6.1 INTERIOR ALTERATIONS, HEADER 5TUD5 REFER TO SECT. 8602.7.5 4 FOR MIN. NUMBER OF REAR DECK CELLAR R FULL HEIGHT STUDS REQUIRED. --------- ---------------- ------- NOTE: L -09 GARAGE CONVERSION r----rte--- ---rr------77---- --rr----� UPLIFT CONNECTION 15 REQUIRED ® L/3L/3 11110 B EACH END OF HEADER 8 AT OTTOM I I OF HEADER STUDS IN ADDITION TO I I D/4 MAX.MA CONNECTORS ® WALL STUDS 8 AT INUI PROJECT OGATION• TOP It BOTTOM OF CRIPPLES 4 JACKS AND KING STUDS d WRAPPED UNDER �_ i NOTCHES ii p 51 LL PLATE (TYP) I PERMITTED D/4 MAX. I I SOUTHOLD, NY FLOOR JOIST - FLOOR JOIST - END GUTS Av 1-100-5D52.5 HOLD DOWN 2 IN. MIN. ANCHORS BY SIMPSON WITH 5/8 SEAL AND 51C�NATURE: FROM THREADED ROD, WASHER I$ BOLT AND TOP A BPIPE OR, (TYPICAL AT BOTH SIDES) D (ACTUAL CONDUIT L==4 FRAM I NO 4 UPLIFT GONNEGT I ONS BOTTOM OF JOIST DEPTH) QED ARCS T` "'P I GAL ALL WALL OPEN I NO S TVP. JO 1ST NOTCH I NO DETAIL CORNER AND P,4RTITION POSTS �\��G srF, 7N-E: N.T.S. WFGM 2018, FIGURE 3.aa 5GALE: N.T.S. 2020 RESIDENTIAL CODE OF NEW YORK STATE, FIGURE R502.8 SGALE: N.T.S. 2020 RESIDENTIAL CODE OF NEW YORK STATE, FIGURE 8602.3(2) 2020 RESIDENTIAL CODE OF NEW YORK STATE FIGURE R602.3(2) NOTE: G.G. TO FIRE NOTE: G.G. TO FIRE EIREB OCif�I NC7 REQUIRED: (RbO2.b 4 8302.11) CAULK ALL TC O F N FIREBLOGK;IN6 SHALL BE PROVIDED TO GUT OFF BOTH VERTICAL AND HORIZONTAL CONGEALED DRAFT OPENIN65 AND TO PENETRATIONS. I THICK, T�6 HARDWOOD CAULK ALL FLOOR FINISH PENETRATIONS. FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOGKIN6 3/4" T40 PLYWOOD +� SHALL BE PROVIDED IN HOOD FRAME CONSTRUCTION IN THE FOLLOHIN6 LOCATIONS: 5UBFLOOR WOOD FLOOR JOISTS W/ (2) 2x4 TOP PLATES GROSS BRIDGING I. IN CONGEALED 5PAGE5 OF STUD HALLS $ PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROHS OF STUDS OR REFER TO FLOOR/CEILING ASSEMBLY flESIC NER: DETAIL THIS SHEET. LGY DES I O N �R®UP 5TA6GERED STUDS; AS FOLLOWS: - (1) LAYER F.G. 5/8" TYPE "X" GYP. BD. EA. 1.1 VERTICALLY AT THE GEILIN6 AND FLOOR LEVELS. SIDE: ISI LAFAYETTE 5T., 2ND. PL., 1.2 HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FT. � - I. OVER EXIST. GYP. BD. ON EXIST. WALLS, rA AND NEW YORK, NY 10013 2. AT INTERCONNECTIONS BETWEEN CONGEALED VERTICAL AND HORIZONTAL 5PAGE5 SUCH AS OCCUR AT SOFFITS, DROP 2. DIRECTLY TO STUDS FOR NEW WALLS. GEILIN65 AND COVE GEILIN65. O THE 2x4 OR 2x6 STUDS SPACED 3. IN CONGEALED SPACES BETHEEN STAIR 5TRINOER5 AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIR ,ATTACH (I) LAYER IX GYP. BD. TIGFIT TTO TYPE ® 16" O.G. (U.L. DES. U337) LOU 15 YOH SHALL COMPLY WITH SECTION R302.1. UNDERSIDE OF FLOOR 4. AT OPENIN65 AROUND VENTS, PIPES, DUCTS, GABLES 4 WIRE5 AT GEILIN6 AND FLOOR LEVEL, WITH AN APPROVED MATERIAL LONGITUDINAL SECTION GROSS SECTION JOISTS IN AREA DIRECTLY A GOU5TIC SEALANT -(BOTH TO RE515T THE FREE PA55A6E OF FLAME AND PRODUGT5 OF COMBUSTION. THE MATERIAL FILLING TH15 ANNULAR SPACE SHALL BELOW ACCESSORY SIDES ) APARTMENT, TO ACHIEVE NOT BE REQUIRED TO MEET THE ASTM E136 REQUIREMENTS. IHR FIRE RATING. NL # NOTE: BY INCLUSION OF THIS NOTE, THE OWNER HAS 5. FOR THE FIREBLOGKING OF CHIMNEYS AND FIREPLACES, SEE SECTION RI003.IQ. L503) TAPE ff SPACKLE WALL BASE AS PER HOMEOWNER BEEN ADVISED THAT PRIOR TO ANY CONSTRUCTION ALL JOINTS. AND/OR DEMOLITION WORK, IT SHALL BE THE OWNER'S 6. FIREBLOGKIN6 OF CORNICES OF A THO FAMILY DHELLIN6 15 REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. FLOOR LINE RESPONSIBILITY TO OBTAIN A BUILDIN6 PERMIT FROM THE. GOVERNING BUILDING DEPARTMENT. THE ARGHITEGT DOES NOT RECOMMEND AND DOES NOT PENEltTI ON5 INTO F I RE RATED A55EMB E5: GUARANTEE THAT 50LELY BY THE PREPARATION OF DEVICES PENETRATING FIRE RATED GEILIN65, FLOORS It HALLS SHALL BEAR THE UL GLA551FIGATION AND BE OF EITHER THESE PLAN5 SHALL GON5TRUGTION OCCUR PROPER EQUAL OR GREATER FIRE RE515TIVITY AS THE GEILIN6, FLOOR OR HALL THAT IT'5 PENETRATING. TYP IGALLOOR/GE I L I NO ,'455EMBLY REVIEW AND APPROVAL BY A QUALIFIED BUILDIN6 TYP I GAL NEVI INTERIOR DEPARTMENT OFFIGIAL 15 REQUIRED PRIOR TO INSTALL FIFE STOPPING AT ALL REQUIRED LOGATION5 TO COMPLY WITH 2020 N.Y.5. CODE SECTION 302. I HR• F I _'E RA17ED I}-{R �I RF_ RA'�j� JELL, CONSTRUCTION. UL# L503 SCALE: N.T.S. UL# U337 Issues and Revisions No. Date Issues and Revisions REFER TO TH15 DETAIL APPLIES ONLY WHEN /1q/201a PERMIT SET „ TABLE R301.2.1.2 FOR DWELLINO 15 CONSTRUCTED NOTE` NOTE' QI 10/15/la REVISED PER BUILDING DEPT. N!;•- -.. ---{�---';i' ALL CONNECTIONS TO FASTENING SCHEDULE REFER TO SHEET A-I FOR 2020 N.Y.S. GODS TABLE 8301.2.1.2 1'----------------` • WIND-BORNE DEBRIS WITHIN WINDBORNE DEBRIS CONNECTION DETAILS. CONFORM TO 2020 T.O. E_X_15TIN_G_PLATE__ RESIDENTIAL CODE OF NEW ® a/2G/2I REVISED PER BLDG. DEPT. 4 IN HI1NDBORNE DEBRIS PROTECTION FASTENIN a,bd •Iik___„___ ___!!._ I'• WOOD STRUCTURAL PANEL REo10N. (IN LIEU OE STORM YORK STATE. COMPLIANCE WITH 2020 RES. CODE SCHEDULE FOR WOOD STRUCTURAL PANELS !li - ---�___:';'• -1/16" PLYWOOD MIN. WATCH WINDOWS) OF NYS FASTENER SPACING a,b FASTENER NEW 5/4"x b" IPE DECKING WITH GABLE RAILING. PROJECT #: TYPE PANEL SPAN 4 FEET< 6 FEET< A. TH15 TABLE 15 BA5ED ON 180 MPH WIND SPEEDS AND A STEPS To GRADE PER CODE. REFER TO STAIRS s 4 FEET PANEL SPAN PANEL SPAN 45-FOOT MEAN ROOF HEIGHT. Y j NOTE, TYP. sb FEET s 8 FEET STM #: 1000-51-I-12 #8 WOOD SGREW BASED B. WOOD STPUUGTURAL PANEL•FASTDENER5 SHALL BE NDS OF THE NEW 2x8 P.T. DECK JOISTS ® Ib" O.G. WITH ANCHOR WITH 2" I6" 10° 8" LOCATED A MIN. OF I" FROM THE EDGE OF THE PANEL. BRIDGING AT MORK S (PER 2020 RESIDENTIAL CODE OF NEW YORK STATE, 8507.6). EMBEDMENT LENGTH G. ANGHOR5 SHALL PENETRATE THROUGH THE EXTERIOR WALL 4 ZONE' -- #10 WOOD SCREW BASED GOVERING WITH AN EMBEDMENT LENGTH OF NOT LESS THAN m I6 12 Q 2 INTO THE BUILDING FRAME AND A MIN. OF 2 1/2 INCHES FLOOD ZONE: X ANCHOR ,WITH 2 EXISTING FIRST FLOOR � I EMBEDMENT LENGTH FROM THE EDGE OF GONGRETE BLOGK OR GONCRETE. -- --T.O. GEILIN6 - 1/4" LAG 5GREW BASED I6" Ib" I6" D. PANELS ATTACHED TO MASONRY OR .- ANCHOR WITH 2 (3) 2x10 P.T. (2) 2x10 P.T. SCALE: AS NOTED EMBEDMENT LENGTH MA50NRY/5TUC60 SHALL BE ATTAGHED UTILIZING \/IBRATION-RESISTANT ANGHOR5 HA\/ING AN ULTIMATE ;n WITHDRAWAL GAPAGITY OF NOT LE55 THAN 1,500 POUNDS. GRAS Drawn ay: MLS 83012.12 PROTECTION OF OPENINGS. EXTERIOR 6LAZIN6 IN BUILDINGS LOCATED IN WINDBORNE DEBRIS RE610N5 SHALL BE PROTECTED FROM WINDBORNE DEBR15. GLAZED OPENING PROTECTION FOR WINDBORNE + I i NEW 4x4 PRESSURE TREATED P05T5 ON P.G. DEBRI5 5H/a MEET THE REQUIREMENTS OF THE LARGE M1551LE TEST OF A5TM E la9b AND A5TM E 1886 A5 MODIFIED IN 5EGTION 301.2.12.1 GARAGE DOOR GLAZED OPENING -ter' I I TI FOOTINGS TO EXTEND BELOW GRADE, a PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENT5 OF AN APPROVED IMPACT-RE5TANDARD OR AN51/DA5MA 115. m 6ALY. METAL CLIP CONNNENE CTORS A5 PER Date: 8/2q/201�t DETAIL, SHEET A-1, TYP. (BOTTOM OF FTG'S TO L-----J LREST ON UNDISTURBED SOIL AND/OR 1005 EXCEPTION: WOOD 5TR1GTURAL PANELS WITH A MINIMUM THIGKNE55 OF 7/Ib" AND A MAXIMUM 5PAN OF 8 FT. SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL 24"x 24" I6" DAM. COMPACTED FILL WITH MIN. 2,000 P5F SOIL BE PRECUT AND ATTACHED TO THE FRAMIN6 5URROUNDIN6 THE OPENIN6 GONTAININ6 THE PRODUCT WITH THE 6LAZED OPENING. PANEL5 5HALL BE PRE-DRILLED A5 REQUIRED 2x8 P.T. LEDGER BD. d ALUMINUM BEARING CAPACITY, TYP. BOTTOM OF FOOTING FOR THE ANGHORA6E METHOD AND SHALL BE 5EGURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTAGHMENT5 SHALL BE DE516NED TO RE515T THE COMPONENT ANDFLA5HIN6. (REFER TO TO REST 3FT ABOVE HIGHEST WATER TABLE OR EXISTING CELLAR SLAB I EDGER/DECK ATTACHMENT CONSULT WITH ENGINEER, TYP. GLADDIN6 I_OAD5 DETERMINED IN AGGORDANCE WITH EITHER TABLE R3012(2) OR A56E l WITH THE PERMANENT GORRONON RE515TANT ATTACHMENT HARDWARE PROVIDED --- -- --- AND ANGHO5 PERMANENTLY INSTALLED ON THE BUILDIN6. ATTACHMENT IN ACCORDANCE WITH TABLE 83012.12 15 PERMITTED FOR BUILDINGS WITH A MEAN ROOF HEIGHT OF 45 DETAIL, SHEET A-3) R FT OR LE55 WHERE THE ULTIMATE DE5I6N WIND SPEED 15 180 MPH OR LE55. EXISTING DWELLING 17'-4" PROPOSED DECK ° STORM PANEL. DETAIL- (I N LIEU OF 570RMNA70H AINDONS) Proj. North ol= 8 NTS DO NOT SCALE PRINTS - DRYWELL GALGULATIONS: L1 OF DECK ABOVE E TREATED ten)= NEW 4x4 PRESSURE TREATED AREA OF WINDOW WELL= 47 S.F. �_��_____________________F _, __ __� `a_____________________� PROTECTION OF WOOD $ WOOD BASED PRODUCTS FROM DECAY SHALL BE PROVIDED IN 05T5 ON 12" DIAM. P.G. RATE OF RAINFALL (2")= .166' L� ®--I--- -- -- -�-®�---- -- ---'-�-i--- -- ----i®- - -- --�-®-L -- -- ---I-�! J �`�,� �\_,� ��_,� �` ,� �\'�i THE FOLLOWING LOCATIONS BY THE USE OF NATURALLY DURABLE WOOD OR WOOD THAT FOOTINGS TO EXTEND 3'-5" �_. (2) 2x10 P.T. 2x10 P.T. (2) 2x10 P.T. (2) 2xIO P:'f. _ (2) 2x10 P.T. 15 PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA U I. BELOW GRADE, $ GALV. METAL 47 5.F. x .166'= 7.b GU. FT. MIN. REQUIRED 2x8 P.T. LEDGER B $ ��! I. WOOD J015T5 OR THE BOTTOM OF A WOOD 5TRUGTURAL FLOOR WHEN CL05ER THAN IS" I !Ib !DIAM. I6 DIAM. I6 DIAM. Ib DIAM. Ib DIAM. I6 DIAM. CLIP CONNECTORS AS PER 6.0. SHALL INSTALL A 30" DIAM x 36" EFFECTIVE ALUMINUM FLASHIPdG DETAIL, SHEET A-I, TYP. DEPTH DRY WELL = cl42 GU FT. CAPACITY. (REFER TO NEW 4x4 PRESSURE TREATED PO5T5 .G. FOOTINGS TO EXTEND o p OR WOOD GIRDERS WHEN CLOSER THAN 12" TO THE EXPOSED GROUND IN CRAWL SPACES ARCHITECTURE, PLLG LEDGER/DEGK OR UNEXCAVATED AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION. (BOTTOM OF FTG-5 TO REST ON L 3-3 BELOW GRADE, $ GALV. METAL GLI NNEGTOR5 AS PER 2. WOOD FRAMING MEMBERS THAT REST ON GONGRETE OR MASONRY EXTERIOR UNDISTURBED 501L AND/OR DRYWELL SHALL BE INSTALLED AWAY FROM ATTACHMENT DET ;n ; DETAIL, SHEET A-1, TYP. (BOTTOM OF FTG'S TO T ON UND15TURBED ® � V FOUNDATION WALLS AND ARE LE55 THAN B" FROM THE EXP05ED GROUND. 10090 COMPACTED FILL WITH FOUNDATION it FOOTINGS TO PREVENT SHEET A-3) ; 501L AND/OR 1005 COMPACTED FILL WITH MIN. 2,0 F 501E ? ,� �1 PH: 631.816.5518 MIN. 2,000 PSF 501E BEARING O T _ 3. SILLS $ SLEEPERS ON A CONCRETE OR MA50NRY SLAB THAT 15 IN DIRECT CONTACT UNDERMINING AND/OR 015TURBANGE OF SOIL ; BEARING CAPACITY, TYP. BOTTOM OF FOOTING TO REST BOVE ® W1TH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS M015TURE CAPACITY, TYP. BOTTOM OF UNDER FOOTINGS. DRAIN PIPE SHALL BE PITCHED HIGHEST WATER TABLE OR CONSULT WITH ENGINEER, TYP. o d BARRIER. FAX: 631.4'15.2x50 FOOTING TO REST 3FT ABOVE 1/4" PER FT. MIN. -- -- -- -- -- -- -- dD ZD " i 4. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR, MASONRY OR CONCRETE WALLS HIGHEST WATER TABLE OR 8'-3" ry HAVING CLEARANCES OF LE55 THAN 1/2" ON TOP5, SIDES $ ENDS. E: D5TEI5EL®0PT0NLINE.NET _..-.._4_....._._.._.. _ .. 77,777 CONSULT WITH ENGINEER, TYP. 1" °Cam ; 5. WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING 2xb P.T. DECK JOISTS 0 16" D.G. REFER TO EGRE55 WINDOW 3-52 i-- --i -- --i 16" DIAM. i i HAVING A CLEARANCE OF LE55 THAN b" FROM THE GROUND OR LESS THAN 2" MEASURED W/BRIDGING ® MIDSPAN DETAIL $ DRYWELL 4-2 B.P. _- -- I r -_ -��_�_ __ -- ?` VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, PATIO SLABS AND SIMILAR WWW.DIESELARGHITEGTURE.VPWEB.GOM 2x8 PRESSURE TREATED CALCULATIONS, TH15 SHEET. R-13 GAVITIY 3) 2x10 P.T. I 1 :!� (3) 10 P.T.I 1 (3) 2x10 P.T. � i/ HORIZONTAL SURFACES EXPOSED TO THE WEATHER. ------------ 6. WOOD 5TRUGTURAL MEMBERS SUPPORTING MOISTURE-PERMEABLE FLOORS OR ROOFS r- L-- --J � L-----J I I LEDGER BD. $ ALUMINUM I INSUL TYP. u 6 1101 WAVERLY AVE. HOLTSVILLE NY 11142 t 24" 24" 24"x 24" THAT ARE EXPOSED TO THE WEATHER SUCH AS CONCRETE OR MASONRY SLABS UNLESS FLASHING. (REFER TO ---y- LEDGER/DEGK ATTACHMENT 2 I - r--------- ` z� 2X8 P.T. LEDGER BD. $ eJ SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS MOISTURE BARRIER. ' ' I ¢ ' 1. WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO it 1 NEW 2X8 F.J.0 16"D.G. ALUMINUM FLASHING. i 't DETAIL, SHEET A-3) 1 ° THE INTERIOR OF EXTERIOR MA50NRY WALLS OR CONCRETE WALLS BELOW GRADE m (V MEW 2X8 F.J.0 16'O.G.ABOVE) ® (REFER TO LEDETAIL, GK EXCEPT WHERE AN APPROVED VAPOR RETARDER 15 APPLIED BETWEEN THE WALL $ THE b'-2' 6'-2" ___� ; X m a ®o TTAGHMENT DETAIL, FURRING STRIPS OR FRAMING MEMBERS. PROJECT TITLE: ------- 1 V o T A-5) FIELD TREATMENT (t�317.I.0 ® MEDIA Roots ®RL®FSKY RESIDENCE: LINE OF DEC ABOVE I ° ' E� IVE TREATED WOOD SHALL r� �r--�--- --__--- ---------------- __-------- , '}� -, 1 I ill BE TREATED INTHEFIELD N ACCORDANCE HI H AWPA M4. T (2) 2x6 P.T. (2) 2x6 P.T. �' �; I i \ � 1" �4 0 6RouyD coNTAGT 01,.12,: INTERIOR ALTERATI ONS ALL WOOD IN CONTACT WITH THE GROUND, EMBEDDED IN CONCRETE IN DIRECT CONTACT WITH THE GROUND OR EMBEDDED IN GONGR_TE EXPOSED TO THE WEATHER THAT ,� REAR PECK, CELLAR i - ! X 15 -- PPORTS PERMANENT STRUCTURES INTENDED FOR HUMAN OCCUPANCY SHALL BE 5U E T // APPROVED PRESSURE PRESERVATIVE TREATED WOOD SUITABLE FOR GROUND CONTACT ----- ----- USE, EXCEPT THAT UNTREATED WOOD USED ENTIRELY BELOW GROUNDWATER LEVEL OR OARAOE CONVERSION G.G. SHALL (3) 2x8 j R-13 GAVITIY I x ! CONTINUOUSLY 5UBMERGE:D IN FRESH WATER SHALL NOT BE REQUIRED TO BE 0111 INFILL FLUSH FINISHED/RECREATIONAL IN UL, TYP. I W PRESSURE-PRESERVATIVE-TREATED. % _ UNFINISHED AREA 5PAGE PROJECT LOCATION: (T� teNSULGTYPTIY o v I 0'-8" GLC. HT.) oPROPOSED 3068 DOOR, q0 MIN. FIREnn (7'-9" GLC. HT. ,, \ / ? O ? R-13 GAVITIY ® I lu _jO RATED DOOR AND FRAME, (3) SELF -MECHANICAL ROOM SHALL BE A I HR FIRE RATED 1 t�515 SOUND Y I ' " AVE, " FINISHED/ ? 21068 ;fl GLO5INO HINGES. G.G. TO INSTALL }� INSUL, TYP. EFER TO FIRE i IL -II I IN5UL DEAD-BOLT. ENCLOSURE AS PER N.Y.5.RATED WALL AND CEILING D(DE.TAILS, SHEET A1.2 ®UT ®L�/, NY RECREATIONAL al I z_ u G.C. SHALL FIRE CAULK ALL PENETRATIONS. REFER I- 6 " FINI5HED/RECREATIONAL : 5PAGE }_j I ,� TO MANUFACTURERS 5PEG5' $ BUILDING CODE FOR z LINE OF EXISTING i (8'-8" GLC. HT) w ~I VENTILATION REQUIREMENTS $ CONNECTIONS. SEAL AND S I C NATURE D5PAGE DROPPED FLOOR JOISTS } _� H 36'-Q" i (S'-S° GLC. HT) i V \\ 2X8 PRESSURE TREATED L)=DGER BD. $ TO EXISTING (3) 2X10 GIRDER TO BEGOME (4) 2X10 i MEW 2X8 F.J.a I6"O.G.ABOVE SD GM \ ALUMINUM FLASHING. (REFER DE X cit \,� LEDGER/DECK ATTACHMENT DETAIL, �,tENTILATED EXISTING WINE ROOM SHEET R-3) ��E� aRc MEGHANIGAL HW (8'-b I/2" GLC. HT.) NEW 4x4 PRESSURE TREATED POSTS ON �\ o I ' srF, L------------- - ---------------- 12" DIAM. OOT E '-3" J % .� EX1ST1 NG{3}2X10 I D A . P.G. F I NGS TO EXTEND 3 -- -- --� - -- --� -- -- -- -- -- RNA 2'-b" RADA$ AIL, SH A-I, �� —�-- -- --�--- - -- BELOW G GALV LIP EXISTING 5TAIRGA5E ALIGN WITH i (UNFINISFIE0 AREA) G CONNECTORS S PER DET SHEET TYP. (BOTTOM OF FT 67`5 TO REST ON r`a, z � TO BE REMIOVED P05T ABOVE, , I EP UNDISTURBED 501L AND/OR 100% ,= o INTERIOR FOOTINGS, N CT TYP xr-- --, COMPACTED FILL WITH MIN. 2,000Ojo 4f3�HOME GYM ' 1 ` , ___ ,_ SOIL BEARING CAPACITY TYP. BOTTOM j% 0 18, DEEP POURED --- tt l I_M 2 __ _z -; BF f�E_ % -- )� I OF FOOTING TO REST 3FT ABOVE- 11 X EXISTING GRAHL 5PAGE ,� (a'-8" GLC. HT.) O (BO1 EOM OF FTGS TO 124 x 24 (2) 2X8 24" 24- - aHIGHEST SRWATM R TABLE OR CONSULT WITH - d1 r-- --� I -h p/ (4'-2" GLC. HT) 5T ON UNDISTURBED - ' i.« ., I I- I x I :_ N R-13 GAVITIY IL AND/OR 1005 - .m , I 1 INSUL, TYP. OMPAGTED FILL ---_Ji 1 EXISTING \N i Fl ITH MIN. 2,000 PSF UNEXCAVATED - ' ' I i ----- -- / I I SOIL BEARNO -�� `_V-----`----- DESIGNER: a EXISTING (3) 2X10 TO m % , v 2068 i i i i 1 EX15TINO SLAB ON GRADE. P.T. DECK JO15T5 0 I6" O.G. I N EXISTING (3) 2X0 BECOME (5) 2x10 EXISTING (3) 2X10 % CAPACITY) TYPICAL __ __ v UNLE55 OTHERWISE __I__1 L__I__ T W/BRIDGING® MIDSP ( 5 PER DROPPED- -- NOTED. EP AN A L� I DES I � 1 2020 NYS RG R507.6) ' 151 LAMA*' TT 5T. 2ND. FL. DOWELING BETWEEN NEW AND EXIST. / ! / I- d ( NEW S"xlb" GMU PIER- FOUNDATIONS (TYP): NEY ® � �� I®O z x AREA= 867 5.F. I FURNISH $ INSTALL 5/5DIAM. EPDXY N � WOOD STUD WALLS ® I6 O.G. 0 FILLED SOLID $ „ / NATURAL LIGHT REQUIRED: bq.36 S.F. WITH PRESSURE TREATED SILL N DOWELED TO 24"X24"X18" • COATED DOWELS, 14 LONG, ? MIN. ®U(� Y® m I NATURAL LIGHT PROVIDED: 25.35.F.* PLATES, TYP. DP POURED GONG. FTG., EMBEDMENT, SPACED 24 O.G. H t�I TYP. HORIZONTALLY. FILL GAPS WITH HIGH o VENTILATION REQUIRED: 34.6655.F. NEW F.J. 5HALL BE INSTALLED STRENGTH EPDXY MORTAR. (TYPIGAL VENTILATION PROVIDED: 45.35 5.F. FLUSH WITH EXISTING r__T__ cn WHERE NEW FOUNDATIONS MEET EXISTING) X1 I ® "' AS PER 2020 RESIDENTIAL CODE ADJACENT FLOOR JOISTS, �rI 1 OF NEW YORK STATE, SECTION R303.1 TY NEA 2x8 F.J. a lb"O.G. I � I NEW 2x8 F.J.o Ib" O.G. TYP. NEW b" POURED CONCRETE FOUNDATION (NOTE: BY INGLU51ON OF TH15 NOTE,THE OWNER HA5 NL__1__J EXCEPTION 2, THE GLAZED AREAS BRIDGING o MIDSPAN L-1--i BRIDGING o MID51FAN WALL AT GARAGE DOOR OPENING, ABOVE BEEN ADVI5ED THAT PRIOR TO ANY GON5TRUGTION FUEL NEED NOT BE INSTALLED IN ROOMS R-IQ FIBERGLA55 BATE INSUL. R-19 FIBERGLA55 BATT INSUL. EXIST. FOUND. WALL. TOP OF NEW CONCRETE ,AND/OR DEMOLITION WORK IT SHALL BE THE OWNER'5 _ WHERE EXCEPTION 1 I5 5AT15FIED AND ALL WORK DEPICTED WITHIN A REVISION CLOUD HA5 I TO BE LEVEL WITH TOP OF EXIST. ADJACENT RESPONSIBILITY TO OBTAIN A BUILDING PERMIT FROM TANK X ARTIFICIAL LIGHT 15 PROVIDED THAT FOUND. WALL. DESIGNED TO COMPLY WITH THE REQUIREMENTS OF: THE GOVERNING BUILDING DEPARTMENT. THE � j "�' 15 CAPABLE OF PRODUCING AN , � • I AVERAGE ILLUMINATION OF 6 • 2018 WOOD FRAME GON5TRUGTION MANUAL FOR 1 �„ ,ARCHITECT DOES NOT RECOMMEND AND DOES NOT N W FOOTCANDLES (65 LUX) OVER THE 2 FAMILY DWELLINGS FROM THE AMERICAN FOREST 2 Io�_S" 6UARANTEE THAT 50LELY BY THE PREPARATION OF yy� AREA OF THE ROOM AT A HEIGHT OF m i z THESE PLANS SHALL CONSTRUCTION OCCUR. PROPER 30 INCHES (762 MM)ABOVE THE FLOOR AND PAPER COMPANY. REVIEW AND APPROVAL BY A QUALIFIED BUILDING EXIST. VENT -j EXIST. VENT LEVEL. • 2020 RESIDENTIAL CODE OF NEW YORK STATE. DEPARTMENT OFFICIAL IS REQUIRED PRIOR IL G.G. SHALL FURNI5H $ INSTALL . 2020 ENERGY GON5ERVATION GON5TRUCTION CODE DOWELING BETWEEN NEW AND EXIST To ARTIFICIAL LIGHTING IN FOUNDATIONS (TYP): GON5TRUGTION. CONFORMANCE WITH CODE OF NEW YORK STATE. FURNISH $ INSTALL 5/8" DIAM. EPDXY COATED REQUIREMENTS. • TOWN OF 5OUTHOLD ZONING 4 GON5TRUGTION LEX15TINO FOUNDATION WALL. DOWELS, 14" LONG, 7" MIN. EMBEDMENT, SPACED Issues and Revisions 16" O.G. VERTICALLY. FILL GAPS WITH HIGH OES. 5TRENOTH EPDXY MORTAR. WHERE NEW No. Date Issues and R evisionso,ELLAR FLAN A FOUNDATIONS EEISTIGCCALE: I/4"= I'-O" q/Iq/201q PERMIT SET H 10/15/19 REVISED PER BUILDING DEPT. q/2q/21 REVISED PER BLDG. DEPT. $ IN 8 POURED GONG. FON. WALL ON 16 x8 DECKS 4 FIN15HED BASEMENT A WFGM 2015 TABLE 3.28 COMPLIANCE WITH 2020 RES. CODE POURED GONG. FTG. REINF. W/(2) #4 REBAR, ON UNDIST. 501L, 3'-D" BELOW BOTTOM PLATE TO FOUNDATION GONNEGTION5 (ANGHOR BOLTS) RESISTING LATERAL, OF NY5 GRADE MIN. AND SHEAR LOA05 FROM WIND, (PRE5GRIPTIVE ALTERNATIVE TO TABLE 3.2) T.O. WALL TO BE 6" ABOVE FOR EXPOSURES B 4 G AND ALL WIND 5PEED5 PROJECT #: 1 cl-11 cl GRADE (TYP. FOR ALL AREA WELL FOUNDATION WALL5) ------------- ANCHOR BOLT DIAMETER (IN.) MAXIMUM ANGHOR BOLT SPAGING (IN.) 1,2_3'4 SCTM #: 4"DIA.VENT 4"DIA.VENT 1000-51-I-12 I PROVIDE ACCESS LADDER (AS PER ---------- 1/2" 31" O.G. I NY5 BUILDING CODE SECTION R310.2.3.1), I TNRU ROOF � THRU ROOF I Roof: Poor 3b" WIDE GATE AND 36" HIGH RAILING I I 5/b" 48" O.G. ZONE: AT ALL AREAWAYS (TYP) , (LADDER 5HALL BE ANCHORED TO FND. ° t I.PRE5GRIPTIVE LIMITS ARE BASED ON A55UMPTION5 IN TABLE 32 PROPOSED PROPOSED PROPOSED I 1 2.WHEN ANCHOR BOLT5 ARE U5ED TO RE-515T UPLIFT.LATERAL 6 SHEAR LOADS,THE MAXIMUM ANCHOR BOLT 5PAGIN&SHALL NOT EXCEED THE LE55ER ' ' WALL WITH I/2 DIAM. GALV. METAL FLOOD ZONE: X RELOCATED ALTERED RELOCATED OUTDOOR KITCHEN WET BAR BATHROOM � 3 I _, I OF THE TABULATED VAWES FOR UPLIFT LOADS(TABLE 32G)OR LATERAL d SHEAR LOADS (TABLE 32B). FOR OTHER ANCHOR BOLT LIMITATIONS SEE ANGHIT BOLTS o 16 O.G. VERTICALLY I EGTION 32.1.9 AND 32.2.3. BATHROOM #I BATHROOM #2 POWDER ROOM #i PATiO I ;•- � 3" 3" DIA. 3"DIA. 3.TABULATED ANCHOR BOLT SPACINGS FOR SHEAR LOADS A55UME YJALL5 ARE SHEATHED IN ACCORDANCE WITH SECTION 3.4.4.2. FOR OTHER WALL "DiA• --------1 1/2"DIA. _i I/2 CA�----------- - _ i 'r�2" /A. IL2" FLOOR DRAIN TO CONNECT TO ON-SITE I ' \� 5HEATHIN5 TYPES THE TABULATED ANCHOR 13OLT SPACINGS SHALL BE MULTIPLIED BY THE APPROPRIATE SHEATHING TYPE ADJUSTMENT FACTOR IN TABLE 3.1.70, PIA---_� -A_ I I BUT IN NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED GFT ON CENTER. SCALE: A5 NOTED 11/2"DI O I I/2"DIA. ��-tip 1 1/2"DIA. DRYWELLS. REFER TO GALGULATIONS. I I 4.LATERAL CONNECTIONS SHALL BE M51ONEV TO RE-515T THE LOADS IN TABLE 3.5. DIA. © O-O LAV L SINK s!r K s!rl ! ! LAV LAV w ! o i SLAV I I/2"DIA. ' �LAv i i INSTALL 6" GRAVEL BASE. TOP OF \ WFGM 2015 TABLE 3.2G r VLS GRAVEL BASE TO BE b" BELOW I ' Drawn B ! ILf TLl TLT D.W. D!^I. TLT F.A.I. WINDOW SILL (TYP) rua sMWr� rua sr+wP FIRST FLR. FIRST FLR. SILL OR BOTTOM PLATE TO FND. GONNEGTION5 (ANCHOR B0LT5) RESISTING UPLIFT 21, VIA. 2"DIA. �-2"DIA - 2"DIA 2"VIA. HORIZONTAL DOWELING BETWEEN NEW AN EXIST. FOUNDATIONS (TYP): LOADS FROM WIND, (PRE5GRIPTIVE ALTERNATIVE TO TABLE 3.2) EXPOSURE B Date: 8/2q/2OIa 3 DIA. 3" DIA.WASTE O' cA. FURNISH $ INSTALL 5/b" DIAM. EPDXY COATED DOWELS, 14" LONG, 7" MIN. 3" DIA 3"DIA. 3"DIA. 3"DIA.WASTE 3";DIA WASTE 3 D A. EMBEDMENT, SPACED 16" O.G. VERTICALLY. FILL GAP5 WITH HIGH 700 - M WIND SPEED 3-SECOND 61,15T OVW 110 115 120 130 140 150 160 1-70 180 Iq5 T3"DIA. C.O. C.O. STRENGTH EPDXY MORTAR. (TYPICAL WHERE NEW FOUNDATIONS MEET PLATE FOUNDATION MAXIMUM BOLT SPACING (IN) 1,2 c.o. EXISTING EXI5TING) SIZE SUPPORTING 4"VIA.WASTE TRAP 8 FT. D ZONES EXISTING TO EXISTING NOTE: T-I LAUNDRY SEPTIC SYSTEM SILL OR BOTTOM WINDOW WELL5 REQUIRED FOR EMERC-ENGY ESCAPE AND RESCUE 5HALL HAVE HORIZONTAL PLATE TO FNP. 2x4 1-3 STORIES 72 71 57 43 35 30 21 24 22 20 VIM DIMENSIONS THAT ALLOW THE DOOR OR WINDOW OF THE EMERGENGY E5GAFPE AND RE56UE OPENING �.(�BOLT INTERIOR ZONES TO BE FULLY OPENED. THE HORIZONTAL DIMEN51ON5 OF THE WINDOW WELL 5HALL PROVIDE A MINIMUM GONNEGTION A - - CELLAR A NET CLEAR AREA OF q 5WARE FEET WITH A MINIMUM HORIZONTAL PROJECTION AND WIDTH OF 36 RONINE N6� I-3 STORIES 72 72 bb 50 41 35 31 28 26-7123 INCHES A5 PER MI5 831023 ��j UPLIFT LOADS 8 FT. END ZONES Prof. North Q FLVM5I I (5 RISER E'/ �'/ I) I A6 RAM EORESS NINI�)ON NELL 2x61-3 STORIES 12 72 68 51 42 36 32 2q 26 23 " INTERIOR ZONES SCALE: 1/4"= 1'-0" 1-3 5TORIE5 72 72 '12 60 49 42 37 34 31 27 N:T.s. DO NOT 50ALE PR I NT5 DMOL I TI ON NOTES -�------------------------------------------------_--� 5ENERAL NOTES. I. PRIOR TO COMMENCEMENT OF ANY DEMOLITION WORK, 6C 5HALL VERIFY ALL EXI5TING CONDITION5 AND I I I I i GENERAL GONDITION5: REPORT ANY DI�LREPANGY (FROM GONDITION5 AND DIMEN51ON5 INDICATED) ON THESE DRAWING-5 TO THE I I I I I III I. ALL DIMEN51ON5 OF EX15T. 5TRUGTURE5 5HALL BE VERIFIED BY CONTRACTOR PRIOR TO ARCHITECTURE, PLLG ARCHITECT IMMEDIATELY. I I I_ I _ I EXISTING REAR III GON5TRUGTION. IF ANY D15GREPANGIE5/GONDITION5 AR15E WITH THE5E PLANS PRIOR TO OR DURING THE 2. PRIOR TO COMMENCEMENT OF ANY DEMOLITION WORK,GC 15 TO COORDINATE THE REMOVAL OF ANY AND _ RAISED MA50NRY III MECHANICAL AND/OR ARCHITECTURAL ITEMS INGLUDIN6 WALL PARTITION5 IN ii III GOUR5E OF GON5TRUGTION, GON5TRUGTION 5HOULD GEA5E AND THE ARCHITECT SHALL BE NOTIFIED PH: 651.81b.5518 ALL PLUMBING, El EEGTRIGAL, PATIO L IMMEDIATELY. FAILURE TO DO TH15 WILL RE5ULT IN THE ARGHITECT A55UMING NO LIABILITY WITH THE CONFORMANCE WITH THESE PLANS. ACTIONS TAKEN TO CORRECT THE DISCREPANCY. PAX: 631.4�5.2g50 3. ELEGTRIGAL FIXTURE5, OUTLET5, JUNCTION BOXE5, CONDUIT PIPING, PANEL5, TRAN5FORMER5, ETC. ARE TO 1 OR REMOVED A5 APPLIGABLE TO NEW FLOOR PLAN A5 NOTED. I _ ____ ==== __= I I I 2. PLAN DIMMENSIONS ARE FROM FINISH WALL TO FINISH WALL,UNLESS OTHERWISE NOTED. BE DISCONNECTED AND/ 4. REMOVAL OF GON5TRUCTION DE13RI5 15 THE RE5PON51BILITY OF THE GENERAL CONTRACTOR. I I DEMOLITION: E: DSTEISEL60PTONLINE.NET 5. 6G TO DEMONSTRATE AND COORDINATE WITH ALL TRAFFIC 5AFETY PRAGTIGE5 AGGORDIN6 TO STATE I 1 1 3. G.G. TO R)RN15H 4 IN5TALL TEMPORARY BRACING t 5HORING PRIOR TO THE REMOVAL OF ANY AND TOWN ORDINANGE5 AND IN COMPLIANCE WITH IN5URANGE RE:5TRIGTION5 AND/OR RE6ULATION5. I I I 5TRUGTURAL ELEMENTS. WWW.DIESELARGHITEGTURE.YPWEB.GOM b. DEMOLI51-1 AND REMOVE FROM THE PREMI5E5 IN A MANNER ACCEPTABLE TO ALL JUR15DIGTIONAL I I I 4. WHERE EXISTING WALLS ARE INDICATED TO BE REMOVED, GONTRAGTOR 15 TO PATCH EX15T. FLOOR, A6ENGIE5, AND 'TO THE APPROVAL OF THE OWNER AND ARCHITECT 50 INDICATED OR REQUIRED BY THE ADJACENT WALLS I CEILING FIN15HE-5 A5 REQ'D. (TYP) WORK OF THE CONTRACT DOGUMENT5, OR A5 MAY BE DIRECTED IN THE FIELD BY THE OWNER. II FOUNDATION: 1101 WAYERLY AVE., HOLTSYILLE, NY 11142 1. EXI5TIN6 FIXTURE5, HARDWARE,PARTITIONS, ETC. 5HALL BE REMOVED A5 NOTED. III 5. ALL FOOTIN65 5HALL BEAR ON UNDISTURBED VIRGIN 501L HAVING A MIN. 2,000 P5F BEARING CAPACITY 8. EXISTING LIGHTING TO BE REMOVED, INGLU5IVE OF WIRING BACK TO 015TRIBUTION PANEL. i p� AS PER 2015 NY5 CODE, SECT. R401, TABLE R401.4.1,OR COMPACTED TO CONFORM TO TH15 CAPACITY. IF 9. ALL REMOVAL. WORK DEBR15 5HALL BE REMOVED AT LEAST ONCE PER DAY OR A5 REQUIRED TO MAINTAIN ___ ___ COMPACTING 15 PERFORMED, 501L TE5T5 WILL BE REQUIRED t APPROVED BY THE ARCHITECT. PROJECT TITLE: SAFE WORKING GONDITION5. VERIFY METHOD AND LOCATION OF REMOVAL WITH OWNER. EX15T.2X8 G.J.0 16"OL.______�� --_ ___--- ___ __= b. ALL CONCRETE FOOTING-5 5HALL CONFORM TO 2015 NY5 GODE 5EGT. R403 MIN. 2,500 P.5.1. ® 28 DAYS 10. ALL ABANDONED ITEMS- EQUIPMENT, WIRING, PLUMBING, BLOCKING, ETC. NEED5 TO BE COMPLETELY ��-------- --_--------- 1 ORLOF5KY RECD I DE I�G To M REMOVED PLAIN CONCRETE UNLE55 OTHERWISE NOTED WITHIN THE5E PLANS OR 5PEGIFIGATION5 WHEN APPLICABLE. /� REMOVED FROM THE SPACE. i� 1. ALL FOUNDATION WALL5 OR 5LAB5 5HALL HAVE PRE55URE TREATED (P.T) 51LL PLATE5 WITH 6ALV. INTERIOR ALTERATIONS II. NO CHANGE ORDERS OR EXTRAS 5HALL BE ALLOWED DUE TD THE CG'S LACK OF A SITE VI51T. EXISTING STEP j �� METAL ANCHOR BOLTS WITHIN 12" FROM EA. CORNER TO EXTEND MIN. l" INTO POURED GONG. FOUNDATION ' 12. AT COMPLETION OF DEMOLITION WORK, 6C, 15 TO MEASURE THE SPACE AND REPORT ANY DISGREPANGIES � WALL W/35" 50. WASHERS. ANCHOR BOLTS SHALL AL50 BE LOCATED WITHIN 6"-12" FROM THE ENDS OF TO THE ARCHITECT. WALL __ ____ ___ __ -------------- --- EACH PLATE 5EGTION,A5 PER 2015 HF( 5EGTION 3.2.1.1. REFER TO WFGM TABLE 3.28, 5HEET A-I, FOR REAR DE�i CELLAR --H------ - IT EXISTING LIVING RMI \ ---1 ANCHOR BOLT 51ZE 4 5PAGING REQUIREMENTS. SILL PLATE TO REST ON METAL TERMITE 5HIELD5 WITH SILL C ARAGE CONY ERS I ON 1 1 I I I I I I I I X r �I SEAL IN5ULATION PLACED BELOW TERMITE SHIELD A5 PER WFGM. 1 I 1 i I 1 (8'-0" GLC. HT) I I II ,DW\ L ` J� 8. ALL GONGRETE WALLS 5HALL CONFORM TO 2015 N.Y.5. CODE TABLE 8402.2, DETAIL SHEET A-1, PLAIN 1 I I I L_>%_: ___ GONGRETE UNLE55 OTHERN15E NOTED WITHIN T1-E-5E PLAN5 OR 5PECIFIGATION5 WHEN APPLICABLE. PROJEG ZE" 9. ALL STEPPED FOOTINGS SHALL HAVE LEVEL TOP5 AND BOTTOM5,5ET WITH A MAXIMUM TWO HORIZONTAL T LOCATION: I I I II �II I _ TO ONE VERTICAL DIMENSION. G \ / \ / I I I I 1 j EXISTING DINING RM. I I ( I 1 10. ALL FOUNDATION WALLS 5HALL BE 5LEEVIED A5 REQUIRED FOR IN5TALLATION OF ALL UTILITY LINES OR I�� SOUND Y I EY`I,�I� Y E•� EXISTING EXISTING i i I EXISTING i 1 1 1 i OTHER ELEMENTS PASSING THROUGH THE FOUNDATION WALL. SOUTHOLD, NY 11X11 BEDROOM #2 I I BATHROOM #2I i o BEDROOM #1 i i i i 1 FRAMING 4 STRAPPING: 1 I I I I I I I I 1 I 11. ALL ROOF EAVES, RID6E5, RAFTER 5PAGE5 ABOVE IN5ULATION,UNHEATED ATTIC, 5PAGE5 AND SEAL AND 51 C NATURE I I I I FOUNDATION5 GRAWL 5PAGE5 5HALL BE VENTILATED AS INDICATED ON THESE PLANS AND IN 111 I I I -� I I EXISTING L-__--_----J I I GONFORMANGE WITH GOVERNING RE6ULATION5. F------- j I I I KITCHEN I 12. ALL 5HFATHIN6 AND 505FLOORIN6 SHALL BE EXTERIOR 6RADE AND A5 REQUIRED BY ALL GOVERNING III I I I I I I I I I I I RE6ULATION5. I I I I I I 1 I I 13. ALL FLOOR J015T 5HALL BE DOUBLED AT END RUN5, UNDER PARTITION5 RUNNING PARALLEL TO THEM C3 EIA C,�� -L-------------------------� I ` OL- sr -- I AND UNDER BATHTUBS. C� is JtI �--y---------- � L--- ---� ----------------------- ------------ _ -- 1 ❑ ----_-f -1-I I 14. GRO55 BRIDGING 5HALL BE PLACED IN ALL FLOOR 5Y5TEM5 MINIMUM OF 8'-0" ON CENTER AND OF `�-- ---�F i1 f ------ ----- ------ I ------ 1 I I I I ---r-----� TYPE REQUIRED BY GOVERNING CONST. CODE. ASF I I I I I WO ;,, L JJ EX15T1 I I I I I I 1 I I I I I I I 15. IN5TALL PLYWOOD 5HEATHIN6 VERTICALLY AT ALL GORNER5. NAILING 5PEGIFIGATION5 TO CONFORM TO ATHRmO I`\ I G---___-----_J I LL------=`L-------� 1 .il I I 1 1 I I GOVERNING RE6ULATION5. _ ---- Ib. ALL ROOF RAFTERS SHALL HAVE HURRICANE TIES THAT ATTACH TO TOP PLATE STUD. , G3043$ p� r --- of NEN1 I r , L____________ I 1 1 I llc� zo I EXISTING FOYER I r I- -�� /�- l Il. BLOCKING 5HALL BE PROVIDED TO SUPPORT ROOF 6UTTER5, FA5GIA ENDS, 6YP5UM BOARD GORNER5 ' OF N �LT- L-----__----_ I I I Q I 1 1 I I ___ 1 �_-- y J AND ED6E5,GABINET5 AND AGGE55ORIE5,ETC. I I I (8'-O" CLO. HT) 1 11 O I F- I ___ -- II 18. IN5TALL FIRE 5TOPPIN6 AT ALL REQUIRED LOCATION5 TO COMPLY WITH 2015 N.Y.5. CODE 5EGTION5 I IIo I I �___ --_-�_-- II 502.13,602.8 t 1003.19. r-------------------------- I �_I R i I I I \\X i 1 \\ II 19. PROVIDE FIRE RATED A55EMBLIE5 A5 INDICATED ON DRANIN65 AND IN COMPLIANCE WITH I r F 11 I 1 1 1 I X II APPROPRIATE TESTING AGENCY SPECIFICATION. I7ESIC-��ER: I I 1 1 I I I I 1 I L-- -_ 11 i \ 1 i \ II C J L____-_ I I I I I � \ 1 \ II 20. CONTRACTOR 5HALL INSTALL METAL WALL TIF-5 A5 PER DRAWING 5PEGIFIGATION5 IN ACCORDANCE LCY DEVON C N �7ROUP �-------- --- y� I II WITH THE 2015 NEW YORK STATE RE51DENTIAL BUILDIN6 CODE. 5EE DETAIL SHEET FOR WALL TIE 1 I 11 LOCATIONS. ISI LAPA`I'ETTE 5T. 2ND. �L., I I I j II COAD BEARING STRUCTURE: � I ---- F 21 ALL FLITCH PLATE 5TEEL 5PEGIFIED ON THESE DRAWINGS 5HALL BE TYPE A-36 WITH UNIT 5TRE55 OF NEN %(CRK, NY 10013 1 I I EXISTING I j EXISTING EXISTING FRONT 11 233bO P51, FLITCH PLATES 5HALL BE DRILLED AT 24 O.G. STAGGERED AND BOLTED WITH 1/2" DIAM 5OLT5, LOU I5 I OH II WA5HER5 AND NUTS TO FRAMING MATERIAL. III BEDROOM #5 i BEDROOM #4 ® ® ® ® PORCH ® ® ® ® EX15TINO GARAGE II 22. ALL 5TEE1 GOLUMN5 5HALL BE 4' 5CHEDULE 40 5TEEL PIPE COL. UNLE55 OTHERN15E NOTED ON PLAN5. d2 2 1 11 23. PROVIDE P05T5 BELOW ALL GIRDERS 4 BLOCK 50LID DOWN TO FOUNDATION WALL OR GIRDER BELOW M 1-0 9 �45-✓552 I 11 24. LUMBER TO BE DOUGLAS FIR, Fb=850,E= 13 x 10 OR BETTER I I III II 25. MIGROIAM LVL'S BY TRU55 J015T, MIN Fb=2,600 P51, E= 1.9 x 106 NOTE: BY INCLUSION OF THIS NOTE, THE OWNER HAS I III 11 6 BEEN ADVISED THAT PRIOR TO ANY GON5TRUGTION I III II 26. ALL STEEL BEAM5, 61RDER5, LINTELS, ETC. U5ED 5HALL BE A5 PER A5TM A36, Fb=23,760, E= 29 x IO AD/OR DEMOLITION WORK, IT SHALL BE THE OWNER'S I II 21. FA5TENER5, HAN6ER5 8 TIE DOWN GONNEGTOR5 THAT COME IN CONTACT WITH A.G.Q. TREATED RE5PON51BILITY TO OBTAIN A BUILDING PERMIT FROM I II LUMBER MUST BE DE516NED FOR SUCH U5E- REFER TO MANUFAGTURE:R5 5PEGIFIGATION5. THE 60VERNIN6 BUILDING DEPARTMENT. THE 11 MF=P NOTES: ARCHITECT DOES NOT RECOMMEND AND DOE5 NOT 28. ALL PLUMBING, HVAG,AND ELECTRICAL WORK SHALL BE PERFORMED BGUARANTEE THAT SOLELY BY THE PREPARATION OF Y LICENSED AND INSURED THESE PLANS 5HALL GONSTR THE EPA R. PROPER 1 I CONTRACTORS AND IN ACCORDANCE WITH ALL APPLICABLE CODES AND REGULATING AGENCIES. REVIEW AND APPROVAL BY A QUALIFIED BUILDING _ 1 I 29. ALL STORM WATER AND SEWAGE 015P05AL 5Y5TEM5 5HALL BE DE516NED AND INSTALLED AS PER DEPARTMENT OFFICIAL 15 REQUIRED PRIOR TO _ __= 6OVERNIN6 HEALTH DEPARTMENT AND REGULATION A6ENGIE5 REQUIREMENT5. CON5TRUGTION. 30. ALL NEW UTILITIES INDICATED 5HALL BE DE516NED, IN5TALLED AND TERMINATED BY LOCAL UTILITY COMPANY AND IN GONFORMANCE WITH APPROPRIATE RULE5 AND RE6ULATION5 AND ALL GOVERNING RULES. Issues and Revisions 31. ELECTRICAL WORK TO BE UNDERWRITER'S INSPECTED AND APPROVED. No. Date Issues and Revisions (DE2 zS TFLOOR D M O�. I T I OFLAN 32. CENTERLINE OF TYPICAL ELECTRICAL OUTLET TO BE MOUNTED 1'-3" A.F.F. UNLE55 OTHERH15E NOTED. CONTRACTOR 5HALL RJRN15H AND INSTALL A MINIMUM OF ONE OUTLET PER WALL AND ONE OUTLET PER /19/2019 PERMIT 5ET TWELVE LINEAR FEET OF WALL. 10 10/15/19 REV15ED PER BUILDING DEPT. 33. CENTERLINE OF TYPICAL LIGHT SWITCH TO BE MOUNTED 4'-0" A.F.F. UNLE55 OTHERWISE NOTED. X I ST I N G O NP I T I O lib S NOTES : 34. GONTRAGTOR TO COORDINATE LOCATION OF LIGHT FIXTURES WITH SMOKE DETEGTOR5. ® q/29/2I REVISED PER BLDG. DEPT. 8 IN 35. CABLE DATA AND TELEPHONE JACKS TO BE FURNISHED AND INSTALLED BY CONTRACTOR GOMPLIANGE WITH 2020 RE5. CODE THIS DETPdL 15 APPLICABLE i WHERE FLOOR JOISTS ARE SHEATHING AS PER HOMEOWNERS REQUIREMENTS. 01= NYS PARALLEL.TO DECK JOISTS. I. THE ARGHITEGT 5HALL NOT BE HELD LIABLE FOR ANY AND ALL UN-FOR5EEN AND UN-OOGUMENTEO GONDITION5 NOT READILY 36. ALL HVAG WORK 5HALL BE DE516NED AND INSTALLED A5 PER THE 2015 RE51DENTIAL CODE IDIN6 V151BLE. BY INGLU51ON OF THIS NOTE,THE OWNER/GLIENT HA5 BEEN ADVI5EO THAT UNKNOWN BUILDING GONDITION5 WITHIN THE OF NEW YORK 5TATE, CHAPTER 12-23 INGLU5IVELY AND ALL DUGT5 5HALL BE IN5ULATED IN PROJECT #: I�- NT1N0005 ALUMINUM FLAS4IN6 FOR 5GOPE OF TH15 WORK GAN ONLY BE ADDRE55ED A5 THEY AR15E OR ARE D15GOVERED. DOCUMENTED GONDITION5 BY THE EXTERIOR WALL WATER T16HTNE% Q ARGHITECT ARE 50LELY FOR THE ARGHITEGT5 U5E IN PREPARATION5 FOR PROP05ED WORK AND DO NOT CERTIFY OR AGGORDANGE WITH THE ENERGY GON5ERVATION CODE OF NEW YORK 5TATE, 5EGT. 503 2x P.T.LEDGER BOARD WITH FA5TENER5 IN CON5TITUTE STRUCTURAL INTEGRITY OF BUILDIN6 GOMPONENT5 OR LEGAL CONFORMANCE OF PRIOR WORK. THE ARCHITECT 31. ALL ELECTRICAL EQUIPMENT $ WIRING SHALL BE DESIGNED AND INSTALLED IN Sr-TM #: 1000-51-1-1:2 6"LON6 x 1/2PIAM.6ALV. AGGORDANCE WITH TABLE R5012 REGOMMEND5 THAT THE OWNER HIRE A LIGEN5EID ENGINEER VERSED IN IN5PEGTION AND TESTING 5ERVIGE5 FOR A FULL REPORT. AGGORDANGE W/ GHAPTER5 34-41 OF THE 2015 RE51DENTIAL CODE OF NEW YORK STATE. METAL LA6 BOLTS 0 16' JOIST HAN6ER BY 51MP50N 2. THE ARCHITECT SHALL NOT BE HELD LIABLE AND DOE5 NOT GUARANTEE THE EXI5TIN6 FIRE PROTECTION 5Y5TEM,MECHANICAL 38. ALL WINDOW5 AND 6LA55 DOOR5 5HALL BE INSTALLED IN AGGORDANGE W/ 2015 ZONE: O.G.5TA66ERED(TYP) i 5TRON6-TIE. 5Y5TEM,ELEGTRIGAL d PLUMBING THROUGHOUT THE DWELLING. THE ARCHITECT REWMMEN05 THAT THE OWNER HIRE A LIGEN5EO -- TABLE R507A.1.3(1) 6)50#i x 11/2'50REW5 OR EN61NEER VER5ED IN IN5PEGTION AND TE5TIN6 SERVIGE5 FOR A FULL REPORT. RESIDENTIAL CODE, 5EGTION 8609. ALL GLAZING 5HALL COMPLY W/ 5EGTION 8308 (8) 10d x 11/2'NAIL5. 3. THE ARCHITECT SHALL HAVE NO CONTROL OVER OR CHARGE OF AND 5HALL NOT BE RE5PON51BLE FOR GON5TRUGTION MEAN5, 39. ALL PLUMBING WORK 5HALL BE DE516NED AND IN5TALLED A5 PER THE 2015 RESIDENTIAL FLOOD ZONE: 'XI HOLD DOWN DEVIGE,MIN"150 LB.CAPACITY AT(4) METHOD5, 5EQUENGE5 OR 5AFETY PREGAUTION5 AND PR06RAM5 IN CONNECTION WITH THE WORK SINGE THESE ARE 50LELY THE CODE OF NEW YORK STATE, CHAPTER 25-33 INGLU5IVE. ALL DOME5TIG WATER SUPPLY LINES FLOOR_1015T5 LOGATION5,EVENLY D15TRIBUTED ALON(5 DECK AND CONTRACTOR'S RE5PON5115ILITY UNDER THE CONTRACT FOR CON5TR)GTION. THE CLIENT SHALL HOLD HARMLE55 THE ARCHITECT 5HALL BE GOPPER TYPE 'L' UTILIZING 5% MAXIMUM LEAD CONTENT SOLDER ONE WITHIN 24'of EACH END of T!-IE LEDGER FOR ANY DAMAGES THAT ARE A RESULT OF THE GONTRAGTOR5 NEGLIGENT AGT5. SCALE: AS NOTED HOLD-DOWN DEVICES SHALL FULLY ENGAGE DECK 4. THE OWNER/GLIENT BY INGLU51ON OF TH15 NOTE 15 MADE AWARE THAT CERTAIN A55UMPTION5 HAVE BEEN MADE REGARDING `�' '�-1- WINDOWS SHALL BE W/LOW E INSULATED GLAZING. J015T PER HOLD-DOWN MANUFACTURER(DECK _ TENSION STRAP(07 Ila 13Y 51MP50N STRONG-TIE) EXISTING GONDITION5 WHICH MAY PREVENT THE EXECUTION OF 50ME OR ALL A5PECT5 OF THE PROP05FD PROJECT. 5UGH DECK J015T d DECKING GONDITION5 GAN ONLY BE ADDRE55ED AND RE50LVED A5 THEY AR15E. THESE GONDITION5 MAY INCUR ADDITIONAL WORK AND Drawn Hy: DLS C05T WHICH THE ARCHITECT 5HALL NOT BE RESPONSIBLE FOR. (2)SILL PLATES 5. WORK DONE BY OTHERS -THE ARCHITECT SHALL NOT BE LIABLE FOR ANY WORK INCLUDED IN THE5E PLAN5 DESIGNED BY TERMITE SHIELD d SILL D OTHER5. TH15 5HALL INCLUDE ALL WORK NOT 516�NED AND SEALED BY THE ARCHITECT. THE CLIENT SHALL HOLD HARMLE55 THE ate: 8/2q/201et SEALER TYP. ARGHITEGT FROM ALL WORK "BY OTHER5". FULLY THREADED 3/8"DIAM.H06 FOUNDATION WALL 6. THE ARCHITECT HA5 ENDEAVORED TO THE BEST OF H15 PROFE--55IONAL ABILITY TO PREPARE THESE PLANS. IN THE EVENT ANY LAO 5GREW WITH H06 WA9ER ANCHOR BOLT.REFER TO 015PUTE5 AR15E BETWEEN THE GLIENT/OWNER AND THE ARCHITECT CONCERNING ANY WORK PERFORMED BY THE ARGHITEGT OR PREDRILLED INTO CENTER OF ANCHOR BOLT DETAIL. H15 A6ENT5-EMPLOYEE5 WHICH CANNOT BE RE50LVED BETWEEN THE PARTIES,BY INGLU51ON OF TH15 NOTE AND L15E OF THESE TOP PLATE,STUDS OR HEADER WITH MIN.3"THREAD PLANS YOU AGREE TO 5ETTLE ALL I E6AL ACTION THROUGH MEDIATION AND /OR BINDING ARBITRATION. PENETRATION. 1. THESE DRAWIN65 AND 5PEGIFIGATION5 ARE THE PROPERTY OF DIESEL ARCHITECTURE, PLLG AND ARE FOR U5E 50LELY WITH RESPECT TO TH15 PROJECT ONLY. THEY ARE NOT TO BE U5ED BY THE OWNER,CONTRACTOR, 5UB-C.ONTRAGTOR5 OR SUPPLIERS ON OTHER PROJEGT5 OR FOR ADDITION5 TO TH15 PROJECT OUTSIDE THE SCOPE OF THE WORK. THE ARCHITECT SHALL BE DEEMED THE AUTHOR AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER RE5ERVED RI6HT5, IN ADDITION TO THE TY P. LEDOER/DEG< A DETAIL (LATERAL LOADS) GOPYR16HT5. THE DE516N 5HOWN AND DESCRIBED HEREIN, INCLUDING ALL TECHNICAL DRAWINGS,ARE PROPRIETARY AND Prop. North 01= 8 CANNOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF THE 5GALE: I" = P-0" 2020 REST DENTI AL GORE FIGURE R50-7.cf.2 (2) ARCHITECT. 00011-- DO NOT SCALE PRINTS A � IS _ -) TOTAL #I: OF BEDROOMS PRIOR TO ADDITION= 4 DN 3R t,401--q JOIST HANGER SCHEDULE" i'-11 " TOTAL #k OF BEDROOM AFTER ADDITION = 4i TAG MIN. LOAD ,ARCHITECTURE, PLLG NO ADDITIONAL BEDROOMS PROPOSED DUE TO ALTERATIONS. r'-lo " -t'-lo ' P OP05ED D GK 2L� JH 1 2 n Cj �C ,000 LB5 PFI: 631.816.5518 NEW 5/4"� " IPE D&KING WITH 36" H16H G BLE ILIN6. 5TEP5 Y FIN15H FLOOR SELECTION BY OWNER (4) FWG 336115 TO GRADE ODE. REFER TO I. INSTALLER SHALL TAKE INTO ACCOUNT THE FAX: 631.415.2150 OVER 3/4" T4G PLYWOOD 5TAIR5 NOTE, 15 SHEET, TYP. v �N SUBFLOOR (SCREW 8 GLUE) OVER (2) 1 3/4"x II 1/4" LVL ON 3R m TYPE OF 6LULAM, GONGRETE AND/OR WOOD E: DSTEISELOOPTONLINE.NET BUILT-UP FLOOR JOISTS. NEW �� - PRODUCT THAT THESE HANGER5 SHALL BE FINISH FLOOR TO AL16N WITH ATTAGHED TO. WWW.DIESELARGHITEGTURE.YPWEB.GOM H EXISTING ADJACENT FLOOR. 2. IN5TALLER SHALL FOLLOW MANUFAGTURER5 5PEGIFIGATION5 REGARDING HANGER MATERIAL, 1101 WAYERLY AVE., FIOLTSYILLE, NY 11142PROP05ED DECK 8:_8" 13'-II ° 6'-l0 " 4'-II " IN5TALLATION � FA5TENER5 USED TO AGHIEVE NEW 5/4"x b PRESSURE DE5IRED LOAD5. TREATED DEGKIN6. RAILING 4 5TEP5 TO GRADE PER41 REPLACE EXIST. w1NDow 51LGo 3. HANGER5 SHALL BE BY 51MP50N STRONG-TIE CODE. REFER TO STAIRS 2'-2" 13' " ton 1On WITH FW6 5068 (SAME R. DOOR OR EQUAL. PROJECT TITLE: NOTE, THIS SHEET, TYP. ORL0F5KY RESIDENCE: ON 3R NEW SINK oo REPLACE EXIST. WINDOW INTERIOR ALTERATIONS m ElW THLACE W6 6068 (SAMERR.0) WITH TW21042 (SAME R.O. RAR DECK, CELLAR 120 I I-4 TN21042 TW21042 (2) 13/4"x a1/2" WIDTH (2) 13/4"x 14" LVL ; 2 2x8 (2) 2x8 EX15TING DINING RM 6" REF. - (2) 2x12 LLJs� 6ARACE CONVERSION AREA= I12 S.l� 2668 NATURAL LIGHT G2UIRED: 15.36 S.F. I (GATHEDRALED 61-6) NATURAL LIGHTPROVIDED: 31.42 S.F. 50"x72" TUB PROJECT LOCATION: VENTILATION RE(WIRED: 768 S.F. 5HWR TI / IwI AVE,VENTILATION 1 VIDED: 42.73 S.F. 14'-4 " 1 185 5 SOUND Y IE `I A Y E.� EXPANDED s ELVES 4 EX15TINO LIVING RM. BEDROOM #2 g � 0 0 ^ . 0-0" GL6. HT) o 2068 ALTERED 0-0" GLC. Hr) o SOUTHOLD, NY 1 I X11 BATHROOM #2 I(1 v O �t 15'-3 " y (CATH. GL6a T_________-_ VENT TO EXTERIOR v v � N � `� ;% W/R1610 METAL DUCT, A g SEAL AND SIC�NATURE132" VANITY ° AS PER NYS CODE jo�d ■ U, �1X Ipl,�. RMI503. OZ - 2bb8 0 x 's 5D ° ° (� �' RELOCATED KITCHEN `�oS�c'`� � EXISTING WINDOWS 3 3 NI (8-0:: GL6. HT. TO BE REMOVED. , " FILL FLU5H WITH =� v = WALL TO EXTEND TO NET BAR 4 PROPOSED X 2x4 FRAMING, R-13 _� o UNDERSIDE OF ROOK 3:_an �' BATHROOM # 3 PROPOSED P.T. LANDING 'u?St` I� z BATT I N5UL t LIKE 26b8 to ;p m3-0 RAFTERS 4 STEPS TOP GRADE. t ¢� MATERIALS,TYP. o (2) 2X8 FLUSH f'� (2) 2X8 POST (2J 2X8 POST 2)7 2X8 o RELOGATED 2068 u EX15TINO FOYER _,�, G M 668 POG T r ,F 03 42;6 E,NyO tD (GATHEDRALED GLGa t' i ° V-2" 2068 g�_1O ■ 2068 " ' OF N BATHROOM #1 = 5D o (8'-0" GLC. HT) Q `y DW\\' ON 3R z 4 _2 RELOCATED PANTRY36" 3068 2468 ON 138 N L Rl EXISTING BEAM___ __ __ __ ° POWDER ROOM #1 m NENI L 32 6" ° DES I C NER: ' WR BARRIER, 125ICNO TO A OSB SHEA HIN6TCH, OVER AIR I (2) 28x4 TOP z PLUMBING WALL' PLATE, 2x4 STUDS ® Ib" O.G., (2) 2x4 LCY DESIGN GROUP -? ---------------- dJ eJ ------------------ EXIST. -_ Q rTom PLATES EXIST. 4068 GY . BD. ON INTERIOR U.ONATYPICAL AT ISI LAPAYETTE ST. 2ND. PL. EXIST. EXIST. EXIST. 'IN ILLED WALL'. NEW YORK, I , 3 p! 6068 6068 HANDRAILS d FRENCH N Q O 6'-10' 3'-6" 3'-6" 6'-10" GUARDRAIL5 AS PER NY 10013 w z 11 EXI5TIN6 FRONT CODE. REFER TO z STAIRS NOTE, TH15 w ,t X 50 5DO ® ® ® ® PORCH ® ® ® ® SHEET, TY5D P. O I S YOH o o � _ (�I1) 843-352 = EXIST.2X8 G.J.• 16"O.G. EX15T.2X8 G.J.® IVOL.TO IVE R44 FIBERELA55 BATT IN51.L. v -' 2i-d _H <r NOTE: BY INGLU51ON OF TH15 NOTE, THE OWNER HA5 3 w �x w x RELOCATED - PROPOSED DEN BEEN ADVISED THAT PRIOR TO ANY ALTERED EXPANDED - `' z ALL WORK DEPICTED WITHIN A REVISION CLOUD WA5 4 z FIN sH FLOOR SELECTION BY OWNER CONSTRUCTION _ BEDROOM #I (8'-0' GLC. HTa o R 3/4" Td6 PLYWOOD AND/©R DEMOLITION WORK, IT SHALL BE THE OWNER'S BEDROOM #3 BEDROOM #4 �� DE516NED TO COMPLY WITH THE REQUIREMENT5 OF: ��_ SUE FLOOR (SCREW 4 GLUE) OVER RE5PON51BILITY TO OBTAIN A BUILDING PERMIT FROM (8'-0" GLC. HT) `T FLOOR JOISTS. NEW FINISH FLOOR (8'-0" GL6. HT) (8'-0" GL6. HT) X 3 • 2018 HOOD FRAME CONSTRUCTION MANUAL FOR I i# 3 3 TO AL16N WITH EXISTING ADJACENT THE 60VERNIN6 BUILDING DEPARTMENT. THE EXISTING $ IN-FILLED ARGHITEGT DOES NOT REGOMMEND AND DOE5 NOT 2 FAMILY DWELLING5 FROM THE AMERICAN FOREST 2x4 FRAMED WALLS FLOOR. : " ENCLOSING GARAGE TO � " GUARANTEE THAT SOLELY BY THE PREPARATION OF 10-8 AND PAPER COMPANY. RECEIVE R-21 GL05ED 1014110-a THESE PLANS SHALL CONSTRUCTION OGGUR PROPER • 2020 RESIDENTIAL GODS OF NEW YORK STATE. DELL SPRAY FOAM NSUL. REVIEW AND APPROVAL BY A QUALIFIED BUILDING DEPARTMENT OFFIGIAL 15 REQUIRED PRIOR TO • 2020 ENERGY CONSERVATION CONSTRUCTION CODE .CONSTRUCTION. REPLACE WINDOW REPLACE WINDOW OF NEW YORK 5TATE. REPLACE WINDOW REPLACE WINDOW AREA= 128 S.F WITH GXWI4 (EGRESS) WITH GXW14 (EGRE55) WITH GXWI4 (EGRESS) WITH GXWI4 (EGRESS) NATURAL L16HT REQUIRED: 10.24 S.F. WITHIN EX15TINO R.O. WITHIN EXISTING R.O. • TOWN OF 5OUTHOLD ZONING 4 GON5TRUGTION WITHIN EX15TINO R.O. WITHIN EX15TINO R.O. Issues and Revisions NATURAL LIGHT PROVIDED: Ia.O 5.F. GODE5. AREA= 121 5.F. -EX15TINO GARAGE GONVER510N No. Date Issues and Revisions VENTILATION REQUIRED: 5.12 5.F. AREA= 1245.F. NATURAL LIGHT REQUIRED: 10.16 S.F. VENTILATION PROVIDED: 16.8 S.F. NATURAL LIGHT REQUIRED: 10.32 5.F. NATURAL LIGHT PROVIDED: 19.0 5.F. TO HABITABLE SPACE Q/la/201ci PERMIT SET NATURAL LIGHT PROVIDED: Ia.O S.F. VENTILATION REQUIRED: 5.08 5.F. VENTILATION REQUIRED: 5.16 S.F. VENTILATION PROVIDED: Ib.B 5.F. t 22'- `EXISTING GARAGE QI 10/15/IQ REVISED PER BUILDING DEPT. VENTILATION PROVIDED: 16.8 5.F. t 83'-22" EXISTIN6 DWELLING ® 6/8/21 REVISED PER BLDG. DEPT. s IN COMPLIANCE WITH 2020 RES. CODE OF NYS F I F:ST FLOOR CONSTRUCTION PLAN EXISTING HABITABLE AREA= t 2,22-7 S.F. C�LEXISTING GARAGE AREA= t 433 S.F. PROJECT #: I - SCTM #: 1000-51-I-12 FIN15HE5: TYPICAL STAIR NOTE5: P05TING 0 BEAM5: NOTE: R OR HALLS ZONE: I. WALL AND GEILIN6 FIN15HE5 SHALL BE IN AGGORDANGE WITH 2015 N.Y.5. CODE TABLE 8702.3.5. I. 8 1/4" MAX. R15ER HEIGHT, q" MIN. TREAD DEPTH A5 PER 2016 NY5 CODE 5UPPLEMENT 5EGTION GG TO IN5TALL 51MP50N "PG" A CONTRACTOR MAKING A BID FOR WORK ON TH15 PROJECT 15 NEW INTERIOR WALL5 TO BE 2. INSULATION 5HALL BE IN ACCORDANCE WITH 2015 N.Y.S. GODS, DHAP. HI, TABLE Nllo2.l2 311.1.5.1 AND 311.1.5.2. GALVANIZED METAL P05T MADE AWARE BY TH15 NOTE THAT IT 15 THE INTENT OF THE OWNER TO GON5TRUGTED W/ 2x4 5TUD5 @ FLOOD ZONE: 'X' 2. PROVIDE N051NG5 A5 PER 2015 IRG CODE 5EGTION 311.1.5.3 TREAD DEPTH 5HALL BE II MIN. GAPS AT ALL PO5T5/BEAM HAVE A COMPLETELY IN5TALLED JOB AND SHALL UNDER5TAND THAT 16 11o.G. UNLE55 OTHERN15E 3. INTERIOR WALL GOVERIN6 5HALL BE IN AGWRDANGE WITH 2015 N.Y.5. CODE 5EGTION 8702. WHERE NO N05I NG 15 PROVIDED. ALL NEGE55ARY WORK TO COMPLETE THE IN5TALLATION 5HALL BE NOTED ON PLANS CONNECTIONS. REFER SCALE: AS NOTED 4. EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH 2015 N.Y.S. GODS SECTION 8703. 3. PROVIDE ILLUMINATION AT STAIR A5 PER 2015 IRG GODS 8311.1.1. POST CONNECTION DETAIAI LS, PERFORMED AT NO ADDITIONAL G05T TO THE OWNER OR PROJECT. 5. ASPHALT ROOF 5HINGLE5 SHALL BE IN5TALLED IN AGGORDANGE WITH 2015 N.Y.5. GORE 5EGTION R11052. 4. HANDRAIL REQUIREMENT5: A5 PER 2015 IRG CODE 5EGTION 8311.1.8, HANDRAILS HAVING 5HEET A-1. 6. ALL INTERIOR, WALL.5 IN BATHROOM5 AND OTHER H16H M015TURE AREAS 5HALL BE FIN15HEP WITH M015TLIRE MINIMUM AND MAXIMUM HEIGHT5 OF 34 INGHE5 AND 38 INGHE5, MEA5URED VERTICALLY FROM SMOKE DETEGTOR5: Drawn Bir: U1-5 RE515TANT GYPSUM BOARD 4 GEMENT BOARD IN TUB 4 SHOWER. THE SLOPED PLANE ADJOINING THE TREAD N051N6, 5HALL BE PROVIDED ON AT LEAST ONE HINDONNOTE---: NEW 5MOKE DETEGTOR5 ARE 51DE OF 5TAIRWAY5. ALL REQUIRED HANDRAILS SHALL BE GONTINUOU5 THE FULL LENGTH OF LVL FA5TENIN6 REQUIREMENT5: 5ET WINDOW HEAD AT 6'-3" A.F.F. (TYP) TO BE HARDWIRED AND 7. MOISTURE VAPOR RETARDER 15 TO BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION IN ALL FRAMED Date: 8/2q/201ai WALL5,FLOOR5,, ROOF AND GEILINC75 GOMPR151N6 ELEMENTS OF THE BUILDING THERMAL ENVELOPE IN AGGORDANGE THE 5TAIR5 WITH FOUR OR MORE R15ER5 FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF A G.G. SHALL REFER TO BE IN5ONNEGTED AND ARE TO WITH 2015 N.Y.5. CODE 5EGTION 8318. FLIGHT TO A POINT DIRECTLY ABOVE THE LOWE5T R15ER OF THE FLIGHT. EN05 SHALL BE MANUFACTURERS ALL WINDOW5 i DOOR5 TO RECEIVE PROPER FLA5HIN6 A5 PER BE INSTALLED A5 PER N.Y.S. RETURNED OR 5HALL TERMINATE IN NEWEL P05T5 OR 5AFETY TERMINAL5. HANDRAIL5 SPECIFICATIONS WHEN MANUFAGTURER5 5PEGIFICATION5 $ IBC R60q � R103.4 2015 GODS SECTION IDE ---- b. 8302.9 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR WALL AND CEILING FINISHES. FLAME SPREAD AND FASTENING MULTIPLE MEMBERS � ONE CARBON MONOXIDE SMOKE-DEVELOPED INDEXES FOR WALL AND GEILIN6 FIN15HE5 SHALL BE IN AGCORDANGE WITH 5EGTION5 R302AI ADJACENT TO A WALL SHALL HAVE A 5PAGE OF NOT LE55 THAN 1.5 INGHE5 BETWEEN THE TAKE INTO ACCOUNT WHETHER DETECTOR 15 TO BE INSTALLED THROUGH R302 A.4. WALL AND GEILIN6 FIN15HE5 SHALL HAVE A FLAME SPREAD INDEX OF NOT 6REATER THAN 200 WALL AND THE HANDRAIL. THE BEAM 15 "TOP LOADED" OR E6RE% STORMWATGH WINDOWS: ON EACH LEVEL A5 PER N.Y.5. (R302.q.1). WALL AND GEILIN6 FIN15HE5 SHALL HAVE A 5MOKE-DEVELOPED INDEX OF NOT GREATER THAN 450 5. FURNI5H 6 INSTALL GUARD RAILS $ WOOD 5PINDLE5 5PAGED 50 A5 NOT TO PERMIT "51DE LOADED". ALL NEW HINDOW5 ARE BY ANDERSEN' OR EQUAL AND EITHER MEET 1 2015 CODE 5EGTION R315. (R302.q.2). PA55AGE OF A 4" DIA. 5PHERE, IN COMPLIANCE WITH 2015 IRG CODE 5EGTION 8312. OR EXCEED REQUIREMENT5 A5 5ET FORTH IN CODE 5EGTION5 R303 4 8310 AND MUST EITHER HAVE 5TORM WATCH PROTECTION OR FOLLOW THE REQUIREMENT5 OF CODE 5EGTION 8301.2.1.2 (5EE Pro]. North �� 8 DETAIL, 5HEET A-5, FOR REQUIREMENT5.) DO NOT SCALE PRINTS —RAFTER TO 51M M-L CONNECTOR OR AT EVERT WALL OPF=N10 STUD TO STUD METAL GONNECTOR,A5 CONTRACTOR SHALL EXTEND METAL STRAPPING 2015 N.Y.S. CODE TABLE 8301.2.1.2 GONDITION REGUIRE5 UP To 2nd FLOOR 5TUD5 AS PER STRAPPING DETAIL WINDBORNE DEBRIS PROTECTION A<STENIN6 CUT PLATE TIED WITH 25 6A:6E STEM ANGLE OR EQUIVALENT GRIPPLE STUDS SCHEDULE FOR WOOD STRUCTURAL PANELS �FIRE131-06KIN6 AROJND PIPE DOUBLE TOP PLATES FASTENER SPAGING ARCHITECTURE, foLL.Ci FASTENER PANEL SPAN 4 FEET< 6 FEET < (STA66ER�24'MIND TYPE s 4 FEET PANEL SPAN PANEL SPAN A. THIS TABLE IS BASED ON 180 MPH WIND SPEEDS AND A GOLUMN- 5EE 33-FOOT MEAN ROOF HEIGHT. To 11 PLAN sb FEET s8 FEET PH: 651.816.5518 #8 WOOD 5GREW BASED B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUGTURAL PANEL. FASTENERS SHALL BE I/2 THICK COLUMN „ ANCHOR WITH 2" Ib" 10" 8i: LOGATED A MIN. OF I" FROM THE EDGE OF THE PANEL. PAX: 631.475.2850 it BASE PLATE, I/4 EMBEDMENT LENGTH G. ANGHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL 51MP50M H2A CLIPS FROM PRE-DRILLED �� Ib" a" #10 WOOD SGREW BASED GOVERING WITH AN EMBEDMENT LENGTH OF NOT LESS THAN STUD TO RAFTER " 12" " DSTEISEL®OPTONLINE.NET I LEVELING PLATE ANCHOR WITH 2 2 INTO THE BUILDING FRAME AND A MIN. OF 2 1/2 I NGHES 51MP5ON STRAPPING # HEADER 0520 CONCRETE DOVER PROVIDE 3" MIN. TO BE SAME 515E AS COLUMN BASE EMBEDMENT LENGTH FROM THE EDGE OF GONGRETE BLOGK OR GONGRETE, AND WWW.DIESELARGHITEGTURE.VPWEB.COM ALL AROUND COLUMN PLATE 1/4 LAG 5GREW BASED MIN. I2" ON STUD 16" I6" Ib" INTO STEEL FRAMING A MIN. OF 3 EXPOSED THREADS. ANCHOR WITH 2" D. PANELS ATTAGHED TO MASONRY OR it 4 BASE PLATE I (MIN) NON EMBEDMENT LENGTH MASONRY/STUGGO SHALL BE ATTAGHED UTILIZING 1101 WAVERLY AVE., HOLTSVILLE, NY 11142 I-1/4" 20 6A. 6ALV. STRAPPING SHRINK GROUT VIBRATION-RESISTANT ANGHORS HAVING AN ULTIMATE MIN. 12" ON STUD (4) 3/4" ANCHOR BOLTS 1/2" EXPAN51ON WITHDRAWAL CAPACITY OF NOT LESS THAN 1,500 POUNDS. WITH MIN. T EMBEDMENT. JOINT FILLER ALL 8301.2.1.2 PROTECTION OF OPENIN65. TOP OF AROUND FOOTING, EXTERIOR 6LAZIN6 IN BUILDIN65 LOCATED IN WINDBORNE DEBRIS RE61ON5 SHALL BE PROTECTED FROM WINDBORNE DEBR15. GLAZED OPENING PROTECTION FOR WINDBORNE PROJECT TITLE: CONCRETE 5LAB TVP. DEBRIS 5HALL MEET THE REQUIREMENTS OF THE LARGE M1551LE TEST OF A5TM E IQgb AND A5TM E 188b A5 MODIFIED IN 5EGTION 3012.12.1 GARAGE DOOR GLAZED OPENING �/ 3 FULL LENGTFf WALL STUDS 1 115 PROTECTION FOR WINDBORNE DEBRI5 SHALL MEET THE REQUIREMENT5 OF AN APPROVED IMPAGT-RE515TING STANDARD OR AN51/DA5MA 115. ORL01=5K I RESIDENCE: %HEADER STUDS a EXCEPTION: WOOD 5TRUGTURAL PANELS WITH A MINIMUM THICKNE55 OF 7/16" AND A MAXIMUM SPAN OF 8 FT. 5HALL BE PERMITTED FOR OPENING PROTEGTION. PANELS SHALL INTERIOR ALTERATI ON5, a BE PRECUT AND ATTAGHED TO THE FRAMING SURROUNDING THE OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANEL5 5HALL BE PRE-DRILLED A5 REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE 5EGURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTAGHMENT5 5HALL BE DE516NED TO RE515T THE COMPONENT AND REAR DECK, CELLAR -------- ---------------- ------- NOTE: GLADDIN6 LOAD5 DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR A5GE 7 WITH THE PERMANENT GORROSION RESISTANT ATTACHMENT HARDWARE PROVIDED ---moi--- ---rr------i i---- --�r----i UPLIFT GONNEGTION 15 REQUIRED ® 0. ryl� j ° v `° ° ='�� \ / I I i EACH END OF HEADER 4 AT BOTTOM a I I—I a 3�'J -- ��Ill- 1 I AND ANGHOR5 PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT IN ACCORDANCE WITH TABLE 83012.12 15 PERMITTED FOR BUILDIN65 WITH A MEAN ROOF HEIGHT OF 45 6ARA6E CON Y ER5 I ON I=1 I iM, a IA I�1 I—III FT OR LE55 WHERE THE ULTIMATE DE516N HIND SPEED 15 180 MPH OR LE55. I I I I I I I I I I OF HEADER STUDS IN ADDITION TO d CONNECTORS ® WALL STUDS d AT ��—J •� • a° • d • I I T�=�=I I I I ( I I I I I I ��I I I I d I—III—I I TOP 4 BOTTOM OF CRIPPLES 4 JACKS m — 7TFw=;1T — m I I I I I I I I I I AND KING STUDS � WRAPPED UNDER I I I I I I I I I I SILL PLATE (TVP) �-T- —_i' --_____-_________- PROJECT LOCATION: 3" HOOK, TYP. 3" ' ; REFER TO --- ---aF--- TABLE 8301.2.1.2 FOR FASTENING SCHEDULE THIS DETAIL APPLIES ONLY WHEN DWELLING 15 5OUNDYIEW AVE, FLOOR J015T b # 4 EACH WAY SEE PLAN !==-46= WIND-BORNE DEBRIS CONSTRUCTED WITHIN WINDBORNE DEBR15 REC ION. ___ 50UTfH0LD, NY 11� WOOD STRUCTURAL PANEL HDU5-5DS2.5 HOLD DOWN ' k==='___'__ ___ (IN LIEU OF STORM WATCH WINDOWS) ANCHORS BY 'SIMPSON' WITH 5/8" i� y � '; 1/16" PLYWOOD MIN. THREADED ROD, WASHER 4 BOLT --------------- SEAL AND S 1 C NATURE: (TYPICAL AT BOTH 51DES) T`I'P I GAL_ INTERIOR FRAMING UPLIFT CONNECTIONS TYj I CAL @ ALL WALL OPEN I NGS COL_U1�N ATG. DETA I STORM PANEL_ DETAIL_ (IN LIEU OF STORMNATCH NINDONS) D ARC/, STFjs� O� (3) IOd NAILS DOUBLE TOP DOUBLE EACH SIDE OF PLATE ANCHOR BOLT REGIUIREMENT5: S. 03��3�' STUD STUDS ' SIMPSON 5TRONG TIE INSTALL ANGHOR BOLTS WITHIN 12" FROM EA. GORNER TO EXTEND TF 0 to GAL\/. METAL STRAP MIN. 7" INTO POURED GONG. FOUNDATION WALL W/ 3.5" 50. ® 16" O.G. WASHERS. ANGHOR BOLTS SHALL ALSO BE LOGATED WITHIN - (2x4 STUDS = 5P4) 6'I-121` ROM THE EN05 OF EACH PLATE SECTION, A5 PER WFGM WALL STUD (2xb STUDS = 5P6) 5EGT6N 3.2.1.7. REFER TO WFGM TABLE 3.2B, SHEET A-2 FOR L ANGHOR BOLT 51ZE 5PAGING REGUIREMENT5. MAX. D TOP PLATE — TOP PLATE TO 57UD CONNECTION ® FROM DESIGNER: CORNER ANL' PARTITION POSTS &ABLE END WALL ® 16" O.G. SUPPORT L/3 LGY DE51 C N GR®UP BORED Em SCALE:=N.T.! SCALED/3: N.T.5. I I D 151 LAFA`I'ETTE 5T., .CND. FL., HOLE MAX SINGLE0 J� DIAMETER STUDMA 40 I NEYI,�I�`4 YORK, NY 10015 PERCENT I11 x 411 WOOD OR WALL STRUCTURE OF STUD APPROVED METAL v DEPTH STRAPS AT 45o TO AS / PLAN RAFTER/ GE I LI NG JOISTS LOU 15 I 0 OR OR b0° ANGLES FOR BEARRI O WALL MAX. 16" STUD FLOOR 5TRUGTURE M 1) E45-3552 5/8 5PACING LET INTO AS /PLAN IN. STUDS, TO BE NOTCH 50 % NOTE: BY INGLU51ON OF THI5 NOTE, THE OWNER HA5 MIN. WE30REP ATTAGHED WITH MAX OF THE BEEN ADVI5ED THAT PRIOR TO ANY GON5TRUGTION TO5/8 IN. MIN. 2-8d COMMON NAILS PLATE WIDTH 1/2'x6 P.T.SILL PLATE W/MIN. I/2'DIA.ANUiOR BOLTS MAX AND/OR DEMOLITION WORK, IT SHALL BE THE OWNER'S EDGETO EDGE PER STUD � TOP Ib GAGE (0.0054 SPACING A5 PER TABLE 328, a D/3 RESPONSIBILITY TO OBTAIN A BUILDING PERMIT FROM NOTCH MUST - ORED HOLE BOTTOM PLATES. IN) AND 1.5 IN. 5HEET A-2 4 12"FROM EA. ; MAX. THE GOVERNING BUILDING DEPARTMENT. THE CORNER and 3-1/2'x 3-1/2"x MAX. DIAM 605Y� WIDE METAL TIE I/8' WASHERS W/TERMITE NOT EXCEED ARCHITECT DOES NOT RECOMMEND AND DOES NOT 25 PERCENTOF DOUBLE AGRO55 AND TO KL GUARANTEE THAT SOLELY BY THE PREPARATION OF OF STUDSTUD DEPTH APPLY APPROVED SHEATHING OR BRACE 5HIElD d 51LL 5EALER TYP. DEPTHHOLES SHALL NOT EXTERIOR WALL5 WITH I"x 4" DIAGONAL BRACES NOTCH WITH bF TI6D LET INTO STUDS AND PLATES AND EXTENDING THERE PLANS SHALL CONSTRUCTION OGGUR. PROPER ATED IN THE SAME FROM BOTTOM PLATE TO TOP PLATE OR OTHER NAILS EACH 51DE GONG. FOUNDATION REVIEW AND APPROVAL BY A QUALIFIED BUILDING GROSS SECTION OF OUT APPROVED METAL STRAP DEVICES INSTALLED IN TOP LATES AS /PLAN DEPARTMENT OFFICIAL IS REQUIRED PRIOR TO OR NOTCH IN STUD ACCORDANCE WITH THE MANUFACTURER'S PIPE GON5TRUGTION. NOTCHED 4 BORED HOLE LIMITATIONS SPECIFICATIONS. SEE SECTION R 602.10. TOP PLATE FRAMING Issues and Revisions C)4i NOHOR BOLT DTL_ 2 IN. MIN. SOB INT. NONBEARI N6 WAJ..LS LET-I N-BRAG I N6 WA,LL DETAIL TO ACCOMODATE P I P I N6 FROM TOP PIPE OR No. Date Issues and Revisions AND SCALE: N.T.! SCALE: N.T.S. SCALE: N.T.S. LE: N.T.5. BOTTOM D (ACTUAL CONDUIT /Iq/201q PERMIT SET OF JOIST DEPTH) NOTE: I. ALL INTERIOR WALLS IN BATHROOM5 AND OTHER HI 6H M015TURE AREA5 SHALL BE FINISHED WITH M015RJRE L— RE515TANT 6YP5UM BOARD d GEMENT BOARD IN TUB 4 , 5HOWER. L/3 ow L/3 Now 2. LOAD BEARING WALL5 SHALL HAVE SOLID BLOCKING I I PROJECT #: 1°I-I 141 —L PLACED BETWEEN 5TUD5 ® 4'-0" O.G. VERTIGALLY. I NO I 1 ' OF WALL EQUALS OF VENT PIPE 4 1/2" 7�DAX_ /6 —PERMNOTCHTTED --` MAX. 5CTM #:LC3 ^ ALLOWABLE �— L!3 � I I HOLE ZONE I i 2xb INTERIOR FRAMING �' I I D/b MAX. ----,T11�0��1J� --I--dept ® Ib" O.G. MAX. i ZONE: -- I de th i 1/2" 6YP5UM BOARD (2) 2x4 TOP PLATES FLOOR JOIST - CENTER GUTS FLOOD ZONE: Ixl VENT PIPE STACK MIN. CLEAR DISTANCE BETWEEN HOLE-5= (1) LAYER 1/2" GYP. BD. EA. SCALE: AS NOTE? 2x DIAMETER OF THE LARGER HOLE SIDE OF FRAMED WALL (U.O.N. L NO- NOTES-�: 2xb BASE PLATE ON PLANS) L/3�►i L. L/3 ow 1. HOLES) MUST BE LOCATED COMPLETELY IN THE MAX PZW HOLE - i I I D/4 Drawn BY: DLS ALLOWABLE HOLE ZONE. BEAM p" 2x4 STUDS SPACED ® Ib" 2. NO REGTAN6ULAR HOLES ARE ALLOWED. � � PLY. 5UBFLOOR O.G. N.O.N. ON PLANS) L.—NOTCHES--1 _17 3. NO MORE THAN THREE HOLES ALLOWED PER SPAN. 3 I/2'-7" 3/4' D Date: 8/2e1/20I q 4. TABLE IS VALID FOR 51NOLE AND MULTIPLE SPAN 11/4'-q 1/4' 1112" 51NOLE FLOOR JOIST 2x4 BOTTOM PLATES, UNIFORMLY LOADED BEAMS ONLY. TABLE IS NOT (PRESsut� TREATED WHERE 771 PERMITTED 1 ® EACH 51DE OF VENT INICATED) D/4 MAX. 1 1 VALID FOR GANTILEVER SECTIONS. q 1/2`-Ib' 21 PIPE UNDER 2xb WALL BASE AS PER 5. HOLE LOCATION, CLEARANCE AND THE EFFECTS OFINTERIOR WALL BEAM DEFLECTION SHOULD BE CONSIDERED TO AVOID DEEPER THAN Ib` 3' i HOMEOWNER FLOOR J015T - END GUTS PROBLEMS WITH PIPING. I FLOOR LINE 6. DO NOT NOTCH, DRILL OR GUT GP LAM LVL EXCEPT AS SHOWN IN THIS DIAGRAM. i TYP. J015T NOTO H I NG DETAIL ALLONABLE HOLES IN OF LAM L1/L 0; F10AL NEW PLUMBING WALL TY0PCLNEM INTERIOR IAIALL (2015 NY5CODEFIGURE R502.&) Prol. North SCALE: N.T.S. LE: I-I/2"= I'-O" SCALE: N.T.S. NON-RATED SCALE: N.T.S. DO NOT SCALE PRINTS 2015 IEGG TABLE NI102.4.1.1 (8402.4.1.1) AIR BARRIER AND INSULATION INSTALLATION T)'f=' I G AL A I R SEAL I NO D E TA I LS COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA UN-GONDITIONED AIR A continuous air barrier shall be installed In the building envelope ARCH 1 TEGTURE, PLLG General Requirements The exterior thermal envelope contains a continuos air barrier Air-permeable insulation shall not be used as a sealing material Breaks or Jolnt5 in the air barrier shall be sealed PH: 631.8165518 The air barrier in any dropped ceiling/soffit shall be aligned with the FAX: 631.475.2Q50 2�NDITIONED AIR UNCONDITIONED AIR Insulation and any gaps In the air barrier shall be sealed Gelling/Attic The Insulation in any dropped ceiling/soffit shall be Ace55 openings, drop down stairs or knee wall doors to aligned with the air barrier E: DSTEISELOOPTONLINE.NET unconditioned attic spaces shall be sealed. PROVIDE RI61D INSULATION IN GODS COMPATIBLE AIR TIGHTAl Cavities within corners and headers of frame walls shall be Insulated WWWVESELARGHITECTUREYPWEB.GOM HEADER VOID IG RATED RECESSED FIXTURE The Junction of the foundation and 5111 plate shall be sealed by (NON-GOMBU5TIBLE) completely filling the cavalty with a material having a thermalp �{ resistance of R-3 per Inch minimum TYPICAL HEADER SIZE VARIES Walls Exterior thermal envelope Insulation for framed walls shall 1101 WAVERLY AVE., HOLTSVILLE, NY 11142 COVER SEALED TO The Junction of the top plate and the top exterior walls shall be be Installed in substantial contact and continuous CONDITIONED AIR DRYWALL sealed alignment with the air barrier Knee walls shall be sealed The space between window/door Jambs and framing g, and skylights PROJECT TITLE: Windows, skylights and doors and framing shall be sealed ORLOFSKY RESIDENCE: INSULATEI::) HEADER Rim Joists Rim Joists shall Include the air barrier Rim Joists shall be insulated C� Floor framing cavity insulation shall be Installed to maintain INTERIORLTERTIONS, SCALE: N.T.S. SCALE: N.T.S. Floors (Including above The air barrier shall be Installed at any exposed edge of insulation framing cavcontact ty 1 Insulation shalth the, l bdeerpsdmitted of be inloor dcontagct withoor REAR DECK, CELLAR garage and cantilevered the top side of sheathing or continuous insulation Installed on the floors) underside of floor framing; and extends from the bottom to the top UNCONDITIONED SPACE /- � G®N�Y/ �IoN of all perimeter floor framing members �J � Crawl space walls Exposed earth rdertw crawl spaces shall covered with a eetI dlinsulation, IienInsulation shall be 3/4" PLYWOODSHIM Ip etatoverlapping Joints permanently attached thecrawl spacwalls Duct shafts, utllit enetrations and flue shafts opening to exterior PROJECT LOCATION: I-1/4" OR LE55 APPLY Shafts, penetrations or unconditioned space shall be sealedZ/I p g LOW EXPANDINGI(�� ®UND Y IY`{ AVE, 2X6 STUD WALL Narrow Cavities Batts Innarrow cavities Shall be cut to fit, or narrow cavities shall be L®LD, NY 11��1 FRAMING TYPICAL --- alvaldby labTecavity space pc /VV 50UT on Installation readily cofrms to the LOW EXPANDING y APPROVED SPRAY FOAM Air sealing shall be provided between the garage, and conditioned CAVITY INSULATION PROVIDE CAULKING AT � CONDITIONED SPACE Garage separations spaces g p g g ALL JOINTS AGAINST UNCONDITIONED SPACE PIPE PENETRATION Recessed lighting Recessed ligh fixtures installed In the building thermal envelope Recessed Iltht fixtures Installed in the building thermal envelope SEAL AND SIGNATURE: FRAMING JOINT AT (VARIES IN SIZE) TO shall be sea ed to the drywall shall be air ight and IG rated PLATES (HORIZONTAL) d UNCONDITIONED ATTIC Batt Insulation shall be cut neatly to fit around wiringq and VERTICAL JOINT MUST BE Plumbing and wiring plumbing in exterior walls or Insulation that on lnstalration CAULKED readily conforms to available space shall extend behind PIPE PENETRATIONS piping and wiring �p ARC/y� The air barrier Installed at exterior walls adjacent to showers and ST Exterior walls adjacent to showers and tubs shall be insulated o Shower/tub on exterior wall tubs shall separate them from the showers and tubs J FRAMED CORNER 1�ETA 11.... THROL115H I NSULATED FLOOR Electrical/phone box on The air barrier shall be installed behind electrical or communications ` C�W0; exterior walls boxes or air -seated boxes Shall be Installed SCALE: N.T.S. SCALE: N.T.5. HVAG register boots HVAG register boots that penetrate building thermal envelope shall o be sealed to the 5ubfloor or drywall .� 030"3 When re, gyired to be sealed, concealed fire sprinklers shall only be TE OF Note: All penetrations- pipe, cable, wire, vents or other from conditioned space sealed in a manner that Is recommended the manufacturer. to unconditioned space must be foam sealed and Insulated. All framing joints located within Concealed sprinklers Caulking or other adhesive sealants shall not be used to fill voids conditioned space with exterior exposure to unconditioned space must-be caulked. between fire sprinkler cover plates and walls or cellings CAVITY INSULATION NOTE: DESI�7NER: -2X6 STUD WALL FRAMING N1103.1 (R403.1) GONTROL5 (MANDATORY) W L�,`� 17 �j I C N CROUP/INSULATION THI5 ALTERATION SHALL BE IN COMPLIANCE WITH: AT LEA5T ONE THERM05TAT 5HALL BE PROVIDED FOR EACH 5EPARATE HEATING AND GOLLIN6 5Y5TEM ALTERATIONS NIIOq . 151 LAr-AYETTE 5T. 2ND. I L. IRC CHAPTER II, � , LOW EXPANDING SPRAY MECHANICAL 5Y5TEM DE516N CRITERIA (MANUAL J, MANUAL 5, MANUAL D) N1103.1.1 (R403.IJ) PROGRAMMABLE THERM05TAT NEW YORK, NY 10013 FOAM • MECHANICAL AND 5ERVIGE WATER HEATING 5Y5TEM AND EQUIPMENT TYPES, THE THERMOSTAT CONTROLLING THE PRIMARY HEATING OR GOOLI N6 SYSTEM OF THE 2X6 STUD WALL FRAMING SIZES EFFIGIEP;GIES M14013 (PER MANUAL J) DWELLING UNIT 5HALL BE CAPABLE OF GONTROLLIN6 THE HEATING AND GOOLI N6 L®U I rJ YOH TYPICAL-PROVIDE GAP FOR INSULATION CONDITIONED SPACE UNCONDITIONED SPACE EG2UIPMENT AND 5Y5TEM5 GONTROL5 N1103.1 (8403.1) 5Y5TEM ON A DAILY 5GHEDULE TO MAINTAIN DIFFERENT TEMPERATURE 5ET POINTSoNoo- AT ��I�� -3 �2 • DUCT SEALING, DUCT AND PIPE INSULATION ff LOCATION NI103 � IMG CHAP. 16 DIFFERENT TIMES OF THE DAY. TH15 THERMOSTAT SHALL INCLUDE THE CAPABILITY TO NTERIOR TO EXTERIOR AIR SEALING DETAILS PER NI 103.3.2 (8403.3.2) (MANDATORY) 5ET BACK OR TEMPORARILY OPERATE THE 5Y5TEM TO MAINTAIN ZONE TEMPERATURES NOTE: BY INCLUSION OF THIS NOTE, THE OWNER HAs ',�I I • NI103.1 (R403.1) GONTROL5 (MANDATORY) DOWN TO 550 F OR UP TO 85° F. THE THERM05TAT SHALL INITIALLY BE PROGRAMMED BEEN ADVISED THAT PRIOR TO ANY GON5TRUGTION PARTITION O;AL7 � FENETRAT 101.5- Y �A.LL. BY THE MANUFACTURER WITH A HEATING TEMPERATURE 5ET POINT NO H16HER THAN l0° RE5 AW/OR DEMOLITION WORK, IT SHALL G THE OWNER'S RESPONSIBILITY TO OBTAIN A BUILDING PERMIT FROM F AND A GOOLING TEMPERATURE NO LOWER THAN 78° F. THE GOVERNING BUILDING DEPARTMENT. THE ARGHITEGT DOE5 NOT RECOMMEND AND DOE5 NOT SCALE: N.T.5. T.S. GUARANTEE THAT SOLELY BY THE PREPARATION OF THE5E PLAN5 SHALL GON5TRUGTION OGGUR. PROPER N1101.14 (8401.3) GERTIFIGATE (MANDATORY): REVIEW AND APPROVAL BY A QUALIFIED BUILDING DEPARTMENT OFFIGIAL 15 REQUIRED PRIOR TO A PERMANENT CERTIFICATE 5HALL BE COMPLETED BY THE BUILDER OR REGISTERED DESIGN PROFE55IONAL AND P05TED ON A WALL IN THE 5PAGE WHERE THE FURNACE 15 LOCATED, GON5TRUGTION. UN-CONDITIONED AIR A UTILITY ROOM OR AN APPROVED LOCATION IN51DE THE BUILDING. WHERE LOCATED ON AN ELECTRICAL PANEL, THE CERTIFICATE 5HALL NOT COVER OR 065TRUGT THE V151BILITY OF THE GIRGUIT DIRECTORY LABEL, 5ERVIGE 015GONNEGT LABEL OR OTHER REQUIRED LABELS. THE CERTIFICATE 5HALL L15T THE PREDOMINANT R-VALUE5 OF Issues and Revisions AIR BARRIER SEALED WITH INSULATION IN5TALLED IN OR ON THE GEILINWROOF, WALL5, FOUNDATION (SLAB, BASEMENT WALL, GRAWL 5PAGE WALL AND/OR FLOOR) AND DUGT5 OUTSIDE THE CONDITIONED No. Date Issues and Revisions BLOCKING SPACES; U-FAGTOR5 FOR FENE5TRATION AND THE 50LAR HEAT GAIN COEFFICIENT (5146G) OF FENE5TRATION, AND THE RE5ULT5 FROM ANY REQUIRED DUCT 5Y5TEM AND BUILDING /la/201a PERMIT 5ET PROVIDE INSULATION ENVELOPE AIR LEAKAGE TE5TIN6 DONE ON THE BUILDING. WHERE THERE 15 MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATE 5HALL L15T THE VALUE GOVERIN6 AROUND ALL DUCT e AIR BARRIER PENETRATIONS ALL METAL DUCTS THE LAR6E5T AREA. THE CERTIFICATE 5HALL L15T THE TYPES AND EFFIGIENCIE5 OF HEATING, GOOLING AND 5ERVIGE WATER HEATIN6��EQUIPMENT. WHERE A 6A5 FIRED UNVENTED SHEATHING MUST BE INSULATED ROOM HEATER, ELEGTRIG�FURNAGE, OR BASEBOARD ELECTRIC HEATER 15 INSTALLED IN THE RESIDENCE, THE CERTIFICATE 5HALL L15T 6A5 FIRED UNVENTED ROOM HEATER, w/I INS. MIN. ELECTRIC FURNACE OR BA5EBOARD ELECTRIC HEATER, A5 APPROPRIATE. AN EFFICIENCY 5HALL NOT BE L15TED FOR 6A5-FIRED UNVENTED ROOM ... ... OM HEATERS ELECTRIC ALL DUCT SEAMS FURNAGE5 OR ELECTRIC BA5EBOARD HEATERS. MUST BE TAPED AND INSULATED CAULK- NI103.1 (8403.1) Controls Mandatory PROJECT #: I�- PLATE ' •.•••••.•••• N1103.1.1 (8403.1.1) Progrcmable thermostat. SCTM #: VENT COVER N1103.6.1 ((R403.6.1) SEALED TO ZONE: -- CONDITIONED AIR DRYWALL Fan Location Air Flow Rate Min. (CFM) Min. Efficacy (GFM/Watt) Air Flow Rate Max. (GFM) Range Hoods Any 2.8 cfm/watt Any FLOOD ZONE: 'X' In-Line Fan Any 2.8 cfm/watt Any TUE3 FRAMIN0 DETAIL METAL. DUCT PENETRATION Bathroom, Utility rm 10 1.4 cfm/watt <q0 SCALE: ,45 NOTED SCALE: N.T.5. SGALE: N.T.5. Range Hoods q0 2.8 cfm/watt Any Drawn By: 1%5 SCOPE: GARAGE CONVERSION TO HABITABLE 5PA6E. a. R-VALUE5 ARE MINIMUMS. U-FAGTOR5 AND 5HCG ARE MAXIMUMS. WHEN IN5ULATION 15 INSTALLED IN A CAVITY WHIGH 15 LE55 THAN THE LABEL OR DE516N **TH15 PROP05ED ALTERATION 5HALL MEET Date' 8/2Q/201q THIGKNE55 OF THE INSULATION, THE IN5TALLED R-VALUE OF THE INSULATION 5HALL NOT BE LE55 THAN THE R-VALUE 5PEGIFIED IN THE TABLE. b. THE FENE5TRATION U-FACTOR COLUMN EXCLUDES 5KYLI6HT5. THE 5H6G COLUMN APPLIE5 TO ALL GLAZED FENE5TRATION. EXCEPTION: 5KYLI6HT5 MAY BE THE OVERALL THERMAL PERFORMANCE INSULATION AND FENE5TRATION REQUIREMENT5 BY GOMPONENT5a TABLE 402.1.2 EXCLUDED FROM GLAZED FENESTRATION AND 5H6G REQUIREMENT5 CLIMATE ZONE5 I THROUGH 3 WHERE THE 51466 FOR 5UGH 5KYLI6HT5 DOES NOT EXCEED 0.30. REQUIREMENT5 AND VERIFIGATION5 OF THE 2015 EGGGNY5 C. "15/Iq" MEAN5 R-15 GONTINUOU5 IN5ULATION ON THE INTERIOR OR THE EXTERIOR OF THE HOME OR R-Iq CAVITY IN5ULATION AT THE INTERIOR OF THE BASEMENT ENERGY GON5ERVATION CODE OF NEW YORK CLIMATE ZONE 4 WALL. 15/Iq" 5HALL BE PERMITTED TO BE MET WITH R-13 CAVITY INSULATION ON THE INTERIOR OF THE BA5EMENT WALL PLUS R-5 GONTINUOU5 INSULATION ON THE STATE-2016 BASED ON A CLIMATE ZONE OF INTERIOR OR EXTERIOR OF THE HOME. "10/13" MEAN5 R-10 GONTINUOU5 IN5ULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-13 CAVITY IN5ULATION AT THE FENESTRATION 5KYLI6HTb GLAZED GEILIN6 WOOD MA55 WALL FLOOR BA5EMENTO 5LABd GRAWL 5PAGE INTERIOR OF THE BASEMENT WALL. 4A. (5EGT. 402, ENERGY GON5ERVATION U-FAGTOR U-FACTOR FENESbTRATION R-VALUE FRAME WALL R-VALUE i R-VALUE WALL R-VALUE R-VALUE WALL R-VALUE d. R-5 5HALL BE ADDED TO THE REQUIRED SLAB EDGE R-VALUE5 FOR HEATED 5LAB5. INSULATION DEPTH 5HALL BE THE DEPTH OF THE FOOTING OR 2 FEET, CODE OF NEW YORK 5TATE-2016). 5H6C R-VALUE DEPTH WHIGHEVER 15 LE55 IN CLIMATE ZONE5 I THROUGH 3 FOR HEATED SLABS. e. THERE ARE NO 5H6G REQUIREMENT5 IN THE MARINE ZONE. REFER TO ATTACHED RE5GHEGK REPORT, CODE PRE5GRIBED 0.35 0.55 0.40 4q 20 OR 13 +5h 8/13 Iq 10/13 10, 2FT. 10/13 f. NOT APPLICABLE DATED q/I6/201q. Proj. North �� 8 . qc� NOT APPLICABLE PROP05ED •• 0.2q WA 0.2q 4q 21 WA Iq WA WA WA Fi. THE FIRST VALUE 15 CAVITY INSULATION, THE 5EGOND VALUE 15 GONTINUOU5 INSULATION, 50 "13 + 5" MEANS R-13 CAVITY INSULATION PLUS R-5 CONTINUOUS ' INSULATION. DO NOT SCALE PRINTS ' I. THE SECOND R-VALUE APPLIES WHEN MORE THAN HALF THE INSULATION 15 ON THE INTERIOR OF THE MA55 WALL.