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Home My WebLink About50042-Z �O�apF SOpIyOlo Town of Southold # * P.O. Box 1179 �0 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45958 Date: 02/06/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 500 Glenn Rd Southold,NY 11971 Sec/Block/Lot: 78.-2-23 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 11/20/2023 Pursuant to which Building Permit No. 50042 and dated: 11/20/2023 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 deck, to existing single family dwelling as applied for. The certificate is issued to: 500'Glenn Rd LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 50042 05/31/2024 PLUMBERS CERTIFICATION: A on Si ature �SofFni TOWN OF SOUT HOLD moo. ay BUILDING DEPARTMENT AMENDMENT TOWN CLERK'S OFFICE oy • SOUTHOLD, NY - �ol 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#: 50042 Date: 11/20/2023 Permission is hereby granted to: Foley, Kathleen 600 Glenn Rd Southold, NY 11971 To: Remove existing deck and construct new addition to existing single family dwelling as applied for and per Trustees #9996 and DEC NJ.Replaces BP 47275 *3/4/20�MEND-Pe� to include den/dining room addition and open deck, with Trustees approval. At premises located at: 500 Glenn Rd, Southold SCTM #473889 Sec/Block/Lot# 78.-2-23 Pursuant to application dated 11/20/2023 and approved by the Building Inspector. To expire on 6/21/2025. Fees: PERMIT RENEWAL $303.40 ELECTRIC $100.00 AMENDMENT TO PERMIT G$330.00---i Total: $733.40 Building Inspector r' TOWN OF SOUTHOLD �o�suFFotK�- ay BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE 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#: 50042 Date: 11/20/2023 Permission is hereby granted to: Foley, Kathleen 500 Glenn Rd Southold, NY 11971 To: Remove existing deck and construct new addition to existing single family dwelling as applied for and per Trustees #9996 and DEC NJ.Replaces BP 47275 At premises located at: 500 Glenn Rd, Southold SCTM #473889 Sec/Block/Lot# 78.-2-23 Pursuant to application dated 11/20/2023 and approved by the Building Inspector. To expire on 5121/2025. Fees: PERMIT RENEWAL $303.40 ELECTRIC $100.00 Total: $403.40 Building Inspector o�svFFot,t�o TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE 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#: 49957 Date: 10/27/2023 Permission is hereby granted to: Foley, Kathleen 500 Glenn Rd Southold, NY 11971 To: Construct alterations to an existing single-family dwelling to include in-kind window and door replacements and a central HVAC system as applied for per manufacturers specifications. At premises located at: \ �,� I� � at d�� p � �� 500 Glenn Rd, Southold V q,�, SCTM # 473889 Sec/Block/Lot# 78.-2-23 Pursuant to application dated 10/17/2023 and approved by the Building Inspector. To expire on 4/27/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $250.00 CO-ALTERATION TO DWELLING $100.00 Total: $350.00 Building Inspector o�SUFFot,r� TOWN OF SOUTHOLD �� ay BUILDING DEPARTMENT 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#: 47275 Date: 12/28/2021 Permission is hereby granted to: Foley, Kathleen 500 Glenn Rd - Southold, NY 11971 To: Remove existing deck and construct new addition to existing single family dwelling as applied for and per Trustees #9996 and DEC NJ. At premises located at: 500 Glenn Rd., Southold SCTM #473889 Sec/Block/Lot# 78.-2-23 Pursuant to application dated 10/29/2021 and approved by the Building Inspector. To expire on 6129/2023. Fees: DEMOLITION $157.60 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $399.20 CO-ADDITION TO DWELLING $50.00 Total: $606.80 Building Inspector pF SO(/T�ol Town Hall Annex. Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �o sean.devlinl'D-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Kathleen.Foley Address: 500 Glenn Rd city:Southold st: NY zip: 11971 Building Permit#: 50042 Section: 78 Block: 2 Lot: 23 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Paul Burns Electrical Contr. License No: 3897ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 10 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 4 Smoke Detectors Main Panel 200A A/C Condenser 1 _ Single Recpt Recessed Fixtures CO Detectors Sub Panel 100A A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO 6 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 6 4'LED Exit Fixtures Sump Pump Other Equipment: 200A Panel 40 Circuit/23 Used, 100A Sub Panel 12 Circuit/7 Used Notes: Service, Addition on Back of House & Partial Renovation w New Smokes Inspector Signature: Date: May 31, 2024 S.Devlin-Cert Electrical Compliance Form OE SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. °ycourm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] .FINAL [ . ] FIREPLACE & CHIMNEY [ ] ' FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION - LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O • [ ] RENTAL REMARKS: Ag� 04TL6z9a DATE ANSPECTO .• �o�apF SOUTyO� �� # . N OF'90UTHOLD.BUILDING DEPT. o 631-765-1802 INSPECT1,0N . [ ]' FOUNDATION 1ST/ REBAR [ ] 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 �13 PRE C/O [ ] RENTAL REMARKS: �� h��o-n �A�� tj DATE INSPECTOR OF SOGTyO� # . # TOWN OF SOUTHOLD BUILDING DEPT. cou�m,� 631-765-1802 5m 41.,.- INSPECTION [ ] FOUNDATION 1ST/ REBAR. [ ] ROUGH PLBG. [ ] FOUNDATION 2ND - [ ] IN LATION/CAULKING [ ] FRAMING /STRAPPING [ .FINAL [ ] FIREPLACE & CHIMNEY [ ]. FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ .] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 1 DATE INSPECTOR FIELD:INSFECTIU�T 1tEP RT DATE COMMENTS FOUNDATTON:(IST) y • - ram: FOUNDATION'(2Np). . z ROUGH FP dVM,.G&` • •PLUMBING•. INSULATION pFRN ' Y; STATE ENERGY CODE FINAL 1 ADDI�; ONAL C��NTS Q • .� U6 vrl to c 3• 07 . .��• hr �a� o�.� ��t�r�•.. .. �.�.3a.PD.eve• • '� tv �i H. IELD INSPECTION.REPORT DATE COMMENTS ........ . ........ . ------- FOUNDATION (1ST) ------------------------------------- FOUNDATION (2ND) d -------------- J- 05 ROUGH FRAMING& PLUMBING INSULATION PER N.Y. STATE ENERGY CODE FINAL ,ADDITIONAL COMMENTS .......... 0 ............... ----------- =o�°SUFFo�o TOWN OF SOUTHOLD—BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 y • 0�,4 Telephone(631)765-1802 Fax(631)765-9502 https://www.southoldto) nM. oovv Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector D OCT 2 9 2021 _ Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an BUILDING DEPT Owner's Authorization form(Page 2)shall be completed. TOWN OF SOUTHOLD Date: OWNER(S)OF PROPERTY: Name:Kathleen Foley scTM#1000-78-2-23 Physical Address:500 Glenn Road, Southold NY 11971 Phone#: Email: Mailing Address:500 Glenn Road, Southold NY 11971 CONTACT PERSON: Name:Constantine Rigas Mailing Address:22260 Main Road, Orient NY 11957 Phone#:917-509-8751 Email:c@rigasco.com DESIGN PROFESSIONAL INFORMATION: Name:Joseph Fischetti P.E. Mailing Address: 1725 Hobart Road, Southold NY 11971 Phone#:631-765-2954 Email:Joseph@fischetti.com CONTRACTOR INFORMATION: Name:Constantine Rigas Mailing Address:22260 Main Road, Orient NY 11957 Phone#:917-509-8751 Fmail:c@rigasco.com DESCRIPTION OF PROPOSED CONSTRUCTION []New Structure RAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $s0,000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ®Yes ❑No 1 PROPERTY INFORMATION Existing use of property:Single Family Intended use of property:Single Family Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes MNo IF YES, PROVIDE A COPY. 8 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. 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,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(print ame): �� MAuthorized Agent ❑Owner Signature of Applicant: Date: CONNIE D.BUNCH Notary Public,State of New York STATE OF NEW YORK) No.01BU6185050 SS: Qualified in Suffolk County COUNTY OF ) Commission Expires April 14,2�01 Constantine Rigas being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent/Contractor (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this e " day of O L ,20AL Notary Public PROPERTY OWNER AUTHORIZATION (See separate owner authorization) 2 uF oiK TOWN OF SOUTHOLD—`BUILDING DEPARTAWNT �; y= Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone 631 765-1802 Fax 631 765-9502 hllps://www.southoldtownny. ov Date Received APPLICATION F'OR.`B'UILDING PERMIT For Office Use Only } PERMIT NO. I Building Inspector_ "I OCT 1 7 2023 - -Applications and forms mustbe filled out.in their entirety:Incomplete applications:will not be accepted.-Where the Applicant is not.the.ow.ner an 7M1..JDP'gG DEFT. Owner's.Authorization foret-(Page 2)shall be completed: Date: O,WNER(S).OF PROPERTY: Name:500 Glenn Road LLC SCTM#i000-78-2-23 Physical Address:500 Glenn Road, Southold NY 11971 Phone M FM;711- Mailing Address: CONTACT PERSON:,:: Name:,COnstantine Rigas Mailing Address:22260 Main Road, Orient NY 11957 Phone#:917-509-8751 Email:C@rigasco.com DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone M Email: CONTRACTOR INFORMATION: .Name:Cconstantine Rigas Mailing Address:22260 Main Road, Orient NY 11957 Phone#:917-509-8751 Email:c@rigasco.com DESCRIPTION OF PROPOSED CONSTRUCTION New Window, New Sliding Door,..New.Ducted-AG System ❑New Structure ❑Addition ❑Alteration []Repair ❑Demolition Estimated Cost of Project: B other Window/Door/Ducted Central AC $15,000 Will the lot be re-graded? Dyes[]No Will excess fill be removed from premises? ❑Yes ONO 1 i - a r i `? a PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes @No IF YES,PROVIDE A COPY. @ Check'Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. 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,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Gass A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(pr" t name): Cb4*v.�'k @Authorized Agent ❑Owner Signature of Applicant: Date: CONNIE D.BUNCH STATE OF NEW YORK Notary Public,State of New York No.01BU6185050 SS: Qualified in Suffolk County COUNTY OF ) Commission Expires April 14,2 CA being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of Oav'Lm ,202 Notary Public PROPERTY OWNER AUTHORIZATION See separate authorization 2 Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I,Allison Christin Van Dusen,as member/agent for 500 Glenn Road LLC, property owner of 500 Glenn Road, Southold NY 11971, do hereby authorize Constantine Rigas to apply on my behalf to the Southold Building Department for any and all needed permits. Oct. 11,2023 (Signature) (Date) Allison Van Dusen (Print Name) f�it�"�•� p}„ ,� tiY r F r ,c. L��p.4�'� ){{��;a' th r e �.r�{�'�+"�,. i;>.." �a( 1� / t i � F 1p t,f a rf`'[.e'., {l� ��i�t�k y�. 1.11� 1YX';t 1 i'.R'>''� r y h{1 �� 4"a'.µ l f � ��- '"�.��F 1�� tT5 h i 1K.`-'G,f�'•. r�`!��'Y•.'�� t"`�`R '3 #n-�1`I �u+�"� ds , �'•e.:.- �r-��"'SfN'• i-� I,. 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'w`.�� \.�,/l'l� 4•�`y::r y'�" `"'`, 4��;---""""' GIs�y-"''. \W !' `-�_�y, F S Glenn Goldsmith,President ��'®•'� -• mjf .r� Town Hall Annex ski Vice President 54375 Route 26 A.Nicholas Kru p P.O.Box 1179 Eric Sepenoski - r Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 If BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD November 20, 2023 Robert Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: 500 GLENN ROAD, LLC 500 GLENN ROAD, SOUTHOLD SCTM# 1000-78-2-23 Dear Mr. Herrmann: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, November 15, 2023 regarding the above matter: WHEREAS, En-Consultants on behalf of 500 GLENN ROAD, LLC applied to the Southold Town Trustees for an Amendment to Wetland Permit#9996 under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated October 6, 2023, 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, 2 NOW THEREFORE BE IT, RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to --Wetland-Permit#9996 to construct a 12'x36' one-story den/dining room addition with a Bilco door and basement below in lieu of the proposed 12'x20' one-story addition; and no farther seaward than approved addition or existing covered porch to be removed; construct a 12'x22.8' unroofed deck addition with 4'x4' landing and steps; relocation of proposed drywell; and to install and perpetually maintain a 15' wide, approximately 1,687sq.ft.,vegetated non-turf buffer adjacent to the wetlands with the existing vegetation within the proposed buffer to remain; and the existing lawn within the proposed buffer to be replaced with native vegetation, and as depicted on the survey prepared by Kenneth M. Woychuk Land Surveying, PLLC, last dated November 10, 2023, and stamped approved on November 15, 2023. 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. This is not a determination from any other agency. Sincerely, Glenn Goldsmith, President Board of Trustees GG:dd S.C.T.M. NO. DISTRICT.11000 SECTION:78 BLOCK:2 LOT(S):23 13 CLM a Nov zo23 GLENN ROAD �•� Southold Town UP Board of Trustees oaf Imo` ' - S611301,13 100 00, . APPROVEi BOARD OF 7 RUST ES TOWN OF SOUI LD N 52.4' It ATENoi ►!!bR/s 2023 LOT 7 LOT 8 LOT 6 l .6F as:iE:E:e:a s:;:;o-;eiisjsic:i•':iC3gii;P:':f •:.1....:.::.::::•;.:.:.::::::::,..:.::. PROP.dkd' 20.9'1 WQOO Stapp 1 PEE:;E(;E[F(SF;fi`Ft;iFiEF:'::= E;St3:;iF3i;FfS .28.0'.� TO EEBORA61® ? )POSED •••••PROPOSEp•Ei; / FRCFI f$T!JfNlplNL�9 UNROOFEp / 20;8270 fIA7L5,9 P0.7O{.- - .ItiY Ili.•K P3A$SD(- `--`--— �'-T�f PROJECT LIhVTING SIITFENCE AREA OF OISTURSANCE 36W SF= 2fH 7 - �� OII OIIQAAII flatD _6 _ . LAND N/F OF I LAND N/F OF JEFFERY ypT So,N,�y,,� ---- ANDREWI&MNWRET JELLETr &M615SA SLUM -�qqr I3 VACANT z�Ar e(Zt in •m m ^ m.:— ----y__ _ in e ------- _p„-yCCVrS, -- u W v,�x.Pa r^ . .TCfLM--15 NDN+'F PROPOGO LA" SWEVVIW e*f N --- Z IF mu.mmAm BMW r-••J — ~ fF•A'��+1. rY .... fx y+_ AS RAM BY ROM BMO7NOM 00161 MBN. X y a* i 9 01 4DL 24 2W Hoar._. ..gRiYa"La"`+cea+K ---------- IXlsnxG VELETA ^43ix-r• '`.. _ _, —_ TOWN LOT COVERAGE N6Z 45-40,,W (BUILDABLE LAND 21.485 S.F.) WEST 115.00, — — EXISTING DWELLING W/COVERED PORCH: 1711 S.F. !CREEK ENCLOSED PORCH:203 S.F. LAND N OF SHED. 73 S.F. LAND N/F OF / TOTAL EXISTING COVERAGE. t987 S.F.or 925X LEA k SCOT(VRRANO ANNE MATTHEWS WlLLlA41 WIRNEY DEMO ENCLOSED PORCH.—202 S.F. PROPOSED ADDITION:432 S.F. PROPOSED DECK:274 S.F. TOTAL EXISTING COVERAGE:2491 S.F.or 11.6X DRAINAGE CALCULATION PROPOSED ADDITION:432 S.F. 432x.166-71.7<72d REG. (1)8'0x2'DEEP DRY WELL 88d PROVIDED REVISED 11-10-23 FEMA MAP#36103CO166H REVISED 10-03-23 LTHEE.AWONS SHOW,ARE WELLS, YWEFIELD 08SND CESSPOOL UPDATE/REVISE ADDITION 09-21-23 ONS AND OR DATA OBTAINED FROM 077JERI AREA:24,582.07 SQ.FT. or 0.56 ACRES ADD FLAGGING 10-01-21 ELEVATION DATUM: NAV088 UNAUTHORIZED ALTERATION OR ADD/TION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW PORK STATE EDUCATION LAW. COP/ES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE'CONSIDERED 1O 8E A VALID TRUE COPY. GUARANTEES!ND/GATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEYS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOWRNA4ENrAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 771E PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED 70 MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES ADD/TIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUCT[IRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON TH£PREMISES AT THE 77ME OF SURVEY SURVEY OF-LOT 7 CERTIFIED TO: 500 GLENN ROAD LLC; MAP OF.WEST CREEK ESTATES FILED:AUG, 19, 1963 No. 3848 SITUATED AT:SOUTHOLD TOWN OF:SOUTHOLD SUFFOLK COUNTY, NEW YORK KENNETH M WOYCHUX LAND' SURVEYING. PLLC Professional Land Surveying and Design At, 4/ P.O. Box 153 Aquebogue, New York 11931 FILE y 221-24 SCALE:1"=30' DATE;MARCH 5, 2021 9 PHONE(831)298-1886 PAX(831)298-1688 N.Y.S. L/SC. NO. 050862 Glenn Goldsmith, President so Town Hall Annex A. Nicholas Krupski,Vice President 54375 Route 25P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax (631) 765-6641 L co JAN 3 1 2025 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #2206 Q Date: December 19, 2024 THIS CERTIFIES that the existing approximately 1,623.5sg.ft. one-story dwelling with attached garage, and the demo lition/conversion of the existing three season room into a 240sg.ft. single sto!y addition on the seaward side of the dwelling; construction of a swimming pool and graft level masonry patio with pool enclosure fencing, pool dry3vell and equipment area; and modification of the location and area of the 15' vegetated non-turf buffer(from 1,687 to 1,697 sq.ft.) in accordance with the updated wetlands boundary. At 500 Glenn Road, Southold Suffolk County Tax Map#1000-78-2-23 Conforms to the application for a Trustees Permit heretofore filed in this office Dated July 27, 2021 pursuant to which Trustees Wetland Permit#9996 Dated September 15, 2021,was issued and Amended July 17.2024, conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the existing approximately 1,623.5sq.ft. one- story dwelling with attached garage; and the demolition/conversion of the existing three season room into a 240sq.ft. single story addition on the seaward side of the dwelling; construction of a swimming pool and grade level masonry patio with pool enclosure fencing, pool d[Mell and equipment area-, and modification of the location and area of the 15' vegetated non-turf buffer(from 1,687 to 1,697 sq.ft.) in accordance with the updated wetlands boundary. The certificate is issued to 500 Glenn Road LLC owners of the aforesaid property. J Authorized Signature os�,rFOLIC BUILDING DEPARTMENT-Electrical Inspector a < TOWN OF SOUTHOLD w Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 �4A' �a0�� Telephone (631) 765-1802 Temporary Certificate # /5-5-7 DateL-0.0,WLei'4�023 Customer Name �@ Electrician Name`� ,` Address da � ow,,i..k d Phoneb3 loS• 7 S , e-mail a-mail b WY I NO CR Phone License A Zsq-7 wig Size 0 00 A Phase Overhead Underground ✓ #of Meters l Remarks �h-� Lt' GChG �'�'YDlt rt� �S�r JI ( G VV Ae ge 1* Ten #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Oqg 034 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete;the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days froai the date above. Authorized by NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ©ivi%ton of RnviranlnOntal P@rmlh,Region 1 SUNY;cr Stony Brook.50 Circle Road.Stony Brook,NY 11790 R(631)444-03651 F:(631)444-0360 ww:V&C ny.00V NO PERMIT NECESSARY Kathleen Foley October 13, 2021 500 Glenn Rd Southold, NY 11971 Re: Application# 1-4738-03836/00006 . Foley Property, 500 Glenn Rd Southold, NY SCTM# 100.0 78—2—23 1 Dear Kathleen Foley; The Department of Environmental Conservation (DEC) has completed a review of your proposal to demolish an existing three-season room and construct an addition to an existing single family dwelling located greater.than 75' feet from the Tidal Wetlands Boundary. Based on the information you submitted,-DEC has determined that this type of work is listed in the Tidal.Wetlands Land Use Regulations (6NYCRR Part 661.5) as a;use not requiring a permit. Therefore, no permit is required under the Tidal Wetlands Act(Article r 25) of the Environmental Conservation Law. Be advised, any additional work or modification to the project as described, may require DEC authorization. Please contact this office if such activities are contemplated.- Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. F Sincerely, Laura Star Deputy Regional Permit Administrator cc: Robert Anderson, Suffolk Environmental Consulting, Inc. DEC BMHP File afiwY®itK ®oplartitt®tita� Emrlranmontasl Commotion o�OS�FfOI�►`OG BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD o Town Hall Annex- 54375 Main Road - PO Box 1179 o . Southold, New York 11971-0959 y p� Telephone (631) 765-1802 - FAX(631) 765-9502 ja mesh(cD-southoldtownny.gov - seand(oD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 12/4/23 Company Name: Paul Burns Electrical Contractors Inc Electrician's Name: Paul R Burns Jr License No.: 3897-ME Elec. email:pbums1106@gmail.com Elec. Phone No: 631-365-4735 OI request an email copy of Certificate of Compliance Elec. Address.: PO Box 1061 Southold, NY 11971 JOB SITE INFORMATION (AII Information Required) Name: Foley Address: 500 Glenn Rd Cross Street: Main Bayview Road Phone No.: Bldg.Permit#: 50042 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Install underground service, wire addition Square Footage: 1200 Circle All That Apply: -*I SS? Is job ready for inspection?: ❑ YES 0 NO ❑Rough In ❑ Final Do you need a Temp Certificate?: 0 YES❑NO Issued On tZA 4417A Temp Information: (AII information required) Service SizeR1 Ph❑3 Ph Size: 200 A #Meters 1 Old Meter# o9BJ3.69QS ❑✓ New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑✓Underground❑Overhead #Underground Laterals R1 1 2 H Frame Pole Work done on Service? ✓ Y FIN Additional Information: PAYMENT DUE WITH APPLICATION 11. 23 t r 4 5-00'4 a PERMIT# Address: �� Switches Outlets , GFI's 5. Surface �� I Sconces H H's UC Lts Fans Fridge HW Exhaust Oven W/D Smokes I DW Mini Carbon Micro Generator Combo Cooktop Transfer AC ' AH Hood Service Amps Have Used Special: Comments �✓ g�fFpt�C BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD a Town Hall Annex- 54375 Main Road - PO Box 1179 %* f" Southold, New York 11971-0959 �G?,��' �ap� Telephone (631) 765-1802 - FAX (631) 765-9502 41 lamesh southoldtownny Qov — seand(cDsoutholdtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Isijob ready for inspection?: ❑ YES ❑ NO ❑Rough In ❑ Final Di you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# El New Service❑Fire Reconnect[—]Flood Reconnect❑Service Reconnect[:]Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION S.C.T.M. NO. DISTRICT: 1000 SECTION: 78 BLOCK: 2 LOT(S):23 RD OCT 2 9 2021 .]DI BUILDING DEPT CL 8.4 GLENN R OAD CL 9.3 TOWN OF SOUTHOLD / EDGE OF PAVEMENT U.P. 0.8'W I 1.7'N � S 66° 1130"E 100.00' -PIPE 484.10' - -A\o- --------- m \s��W N �� 52.4' \\ WN N 6.5'W � -- 22.3' I N;FRM. DWELLING::: GARAGE:;: :::;;::':;.:;:;:'::;::.•.. N GF 8 5':::;:;::17.5;::;: 20.9' u.••.• `' WOODEMSFWG i••1F•.j� ��F ENCLOSED PORCH I 1 stoop �� DRAY WELL AND 15,XI ST00P T --,-- ,- o PRZ �D / :8:•:: 4'x4'TO BE DEMOU&IED - / - 0.3'W 1 STORY ADDMON i/ (FR 11.4E LOT 6 I LOT 7 ------ --7- LOT 8 ZONE x Osx 0H9XE WA FM 66, W ZONE AE EL(6) Wes` --------------- -5----------- 0) o N06 1.8 W ----_ 00 �OF AWN - AS FfBY2S ENWIPOFt1fEMAl COA6UL71NG INC, ' ,2021 ------ ___ ' \ MFIW ALONG BANK a ` _ -•• •MHW ALONG 8;j Ik LOT COVERAGE N 62045140"W (UPLAND AREA 21,485 S.F.) CANAL 115.00' EXISTING DWELLING W/COVERED PORCH: 1711 S.F. ENCLOSED PORCH: 203 S.F. WOOD STOOPS: 27 S.F. ASPHALT DRIVEWAY: 687 S.F. SHED: 73 S.F. TOTAL EXISTING COVERAGE: 2701 S.F. or 12.6% DEMO ENCLOSED PORCH & STOOP: -219 S.F. PROPOSED ADDITION: 240 S.F. TOTAL EXISTING COVERAGE: 2722 S.F. or 12.77 DRAINAGE CALCULATION PROPOSED ADDITION: 240 S.F. 240x.166=39.84<40cf REQ. (1) 6'0x2'DEEP DRY WELL 44cf PROVIDED THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL FEMA MAP#36103CO166H LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS AREA:24,582.07 SQ.FT. or 0.56 ACRES ADD FLAGGING 10-01-21 ELEVA77ON DATUM: NAVD88 UNAU7HORIZED AL7ERA77ON OR ADD177ON TO 7HIS SURVEY IS A VIOLA77ON OF SEC77ON 7209 OF 7HE NEW YORK STA7F EDUCA77ON LAW. COPIES OF 7HIS SURVEY MAP NOT BEARING 7HE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARAN7FES INDICA7FD HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U77ON LISTED HEREON, AND TO THE ASSIGNEES OF 774E LENDING INS777U770N, GUARAN7FES ARE NOT 7RANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 774E S7RUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 7HEY ARE NOT IN7FNDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE 774E EREC77ON OF FENCES, ADDITIONAL S7RUC7URES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S77?UMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT 774E 77ME OF SURVEY SURVEY OR LOT 7 CERTIFIED TO: KATHLEEN FOLEY; MAP OF: WEST CREEK ESTATES FILED:AUG. 19, 1963 No. 3848 SITUATED AT:SOUTHOLD TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Bog 153 Aquebogue, New York 11931 FILE # 221 —24 SCALE:1"=30' DATE: MARCH 5, 2021 PHONE (631)298-1588 FAX (631) 298-1688 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk RIO"' RIGAS CO BUILDING COMPANY + DESIGN STUDIO 500 Glenn Road, Southold NY 10/16/23 Scope New ducted Central AC system. New ductwork as needed, new Amana air conditioner ASXH504810A and Amana air handler AMVT48CP 14. (Electrical work for new AC to be under separate electrical permit) One new custom sized Anderson 400 series series double hung window, in existing window opening in bathroom. One new custom sized Anderson Frenchwood sliding door, in existing opening. APPROVED AS NOTED COMPLY WITH ALLCODES 01F NEW YORK STATE &TOWN CODS= DATE: ID Z=B P# AS REQUIRED AND CONDITIONS :,: SO OLD TOWN ZBA FEE 35D' ()() BY: WOOLDTOWN PLANNING BOARD NOTIFY BUILDING DEPARTMENT AT SOOTHOL TOWN TRUSTEES 631-765-1 802 8AM TO 4PM FOR THE N.Y.S.0m FOLLOWING INSPECTIONS: FOUNDATION-TWO REQUIRED SCMOLD HPC FOR POURED CONCRETE SCHD ROUGH-FRAMING&PLUMBING INSULATION FINAL-CONSTRUCTION MUST ELECTRICAL BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE INSPECTION REQUIRED REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS www.rigasco.com 631 323 8022 22260 main road, orient ny 11957 Heating 8 Air Conditioning A M VT SERIES ff a�ax MULTI-POSITION, VARIABLE-SPEED, ECM-BASED AIR HANDLER WITH INTERNAL TXV COMFORTBRIDGETM COMPATIBLE 1% To5TONS ComfortBridogge technoly Product Features • Internal factory-installed thermal expansion Rigid SmartFrame'cabinet valves for cooling and heat pump applications Cabinet air leakage less than 2.0%at 1.0 inch • Variable-speed ECM blower motor H2O when tested in accordance with ASHRAE • Integrated communicating ComfortBridge"Technology standard 193 • Commissioning and diagnostics via on board Bluetooth • Cabinet air leakage less than 1.06 at 0.5 inch with the CoolCloud"° phone and tablet application H2O when tested in accordance with ASHRAE o Auto configuration of the airflow standard 193 and tonnage in communicating mode • Horizontal orvertical configuration capabilities • Provides constant CFM over a wide range of static • 21"depth for easier attic access pressure conditions independent of duct system • DecaBDE-free thermoplastic drain • CFM indicator pan with secondary drain connections • Fault recall of six most recent faults • Screw-less sides and back helps to reduce • Provides adjustable low CFM for condensation when installed in humid locations efficient fan-only operation • Foil-faced insulation covers the internal • Improved humidity and comfort control casing to reduce cabinet condensation • Built-in compatibility with multi-stage heat pump • Galvanized,leather grain-embossed finish and cooling applications • Glue-less cabinet insulation retention • All-aluminum evaporator coil • Tool-less filter access • AHRI certified;ETL listed • Field Installed 3 kW—25 kW electric heater kits available 0 PARTS ' _ * _ _ LIMITED t c 1 us `,0p1,u'r"Y SYSTEM 'aWtFt0W MAL SYsrE1W YEAR WARRANTY'I I cEnrr MUYnraru cEm E"n er mry c� Intertek -1909001 1501am. B B. •Complete warranty details available from your local dealer or at www.goodmanmfg.com.To receive the 10-Year Parts Limited " Warranty,online registration must be completed within 60 days of Installation.Online registration is not required in California or qu6bec. SS-AAMVT www.amana-hac.com 12/22 Amana'is a registered trademark of Maytag Corporation or its related companies and is used under license.All tights reserved. PRODUCT SPECIFICATIONS NOMINAL RATINGS Cooling(Btu/h) 24,000 30,000 36,000 36,000 42,000 48,000 48,000 60,000 BLOWER Diameter 10" 10" 10" 10" 10" 1W 10" 11" Width 6" 6" 6" 8" 8" 101, 10" 10" COIL CONNECTIONS Liquid 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" Suction 3/4" 3/4" 3/4" 3/4" 3/4" 7/8" 7/8" 7/8" Coil Drain Connect(FPT) 31C 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" ELECTRICAL DATA Voltage 208/240 208/240 208/240 208/240 208/240 208/240 208/240 208/240 Minimum CircuitAmpacity 4.9/4.9 4.9/4.9 6.5/6.5 6.5/6.5 6.5/6.5 6.5/6.5 8.6/8.6 8.6/8.6 Max.Overcurrent Device(Amps) 15/15 15/15 15/15 15/15 15/15 15/15 15/15 15/15 Minimum VAC 197 197 197 197 197 197 197 197 1 Maximum VAC 253 253 253 253 253 253 253 253 Blower Motor Full Load Amps(FLA) 3.9 3.9 5.2 5.2 5.2 5.2 6.9 6.9 Horsepower(HP) % %2 % % 33 % 1 1 SHIP WEIGHT(LBS.) 117 134 134 158 158 158 160 172 'Airflow rate @.3 static Note:Assumes dry coil;SUM correction forwet coil=4%(208V/240V) 1 SS-AAMVT www.amana-hac.com 3 t e Dtmatsms I 4112"(t1.43an) 73n6^(1826an) 61r8-(15.56 �45n6'(411 an) KJ 21'(55.89 2 lA!"(5.40 an) 9 114-(23.50 an) +j 1 15!16'•(26.13 On) `-3 7V2"(1905 cm) ! t � 5 W(13.02 an} f 1 5fa-(4.13 cm) �J ! C --.-- 3IV(7.94 an) tY2'(127 an) 15116'(3.33 an) HORIZONTAL DRAIN PORT DETAIL qq O 1 314'(4.45 an) 1' 31116'(7.78cm), 211i IS-(5.63W � 1 3H"(4.45 cm) 'A --- tt + r SUCTION TUBE-. L1DUm LINE 2 15l16'(7 46 crn) a SEE HORIZONTAL I �. PLET TUBE-, DRAW PORT DETA.,� ! 3 314'(9.53 cm) - - -I- 1 W(4.13 cm) .� E D VERTICAL DRAIN PORT DETAIL SEE VERTICAL DRAW PORT DETAIL--- H - ti / 1'(2-54 an) J- 19 5'(49 53 cm) 9116(1.43 an) 1 13.116"(4.50 an} F 1 INLET INLET' (RIGHT SIDE VIEW) (FRO14T VIEW) AMVT24BP14* 45 16 5/16 17 9/16 15 1/4 12 12 1/2 9 12 9/16 2 13 5/8 AMVT30BP14* 53 7/16 16 5/16 17 9/16 23 11/16 20 1/16 12 1/2 9 12 3/4 2 13 5/8 AMVT36BP14* 53 7/16 16 5/16 17 9/16 23 11/16 20 1/16 12 1/2 9 12 3/4 2 13 5/8 AMVT36CP14* 49 19 13/16 21 1/8 21 12/16 17 3/4 161/16 9 12 3/4 2 17 1/8 AMVT42CP14* 53 7/16 19 13/16 21 i/8 21 12/16 191/2 161/16 9 12 3/4 2 171/8 _----—� AMVT48CP14* 58 19 13/16 21 1/8 26 3/16 22 15/16 14 10/16 1013/16 6 13/16 2 17 1/8 AMVT48DP14* S3 7/16 231/14 24 5/8 21 1/16 181/4 1711/16 12 9/16 615/16 2 20 5/8 AMVT60DP14* 58 231/14 24 5/8 26 22 3/4 1711/16 12 9/16 13 3/16 2 20 5/8 4 www.amana-hac.com SS-AAMVT I Aiia-gwnar ASXHS AMERICA'S BRAND FOR COMFORT" HIGH-EFFICIENCY SPLIT SYSTEM AIR CONDITIONER UP To 17SEER2 1% To 5 TONS Standard Features Cabinet Features • High-efficiency Copeland scroll compressor • Removable grille-style top design • Advanced Copeland CoreSense technology compliant with UL 60335-2-40 • High-density foam compressor sound blanket • Heavy-gauge galvanized-steel cabinet • Factory-installed filter drier • Baked-on powder-paint finish with • High and low pressure switches 500-hour salt-spray approval • Copper tube/enhanced aluminum fin coil • Steel louver coil guard with Rust-resistant screws • Fully charged for 15'of tubing length • Top and side maintenance access • Service valves with sweat connections • Single-panel access to controls with space and easy access to gauge ports provided for field-installed accessories • Contactor with lug connection • When properly anchored it meets the 2020 Florida • Ground lug connection Building Code unit integrity requirements for hurricane-type winds(Anchor bracket kits available.) • A Ground Certified-connection ETL Listed com+ax+rwmr coraa+rwnN w�r.rvs.srae e+vwons¢xrnLsmm=ee ' � us �m��nr� �•Y�� InteYtek Proper sizing and installation of equipment is critical to NET Complete warranty details available from your local dealer or at achieving optimal performance.Split system air conditioners O www ..—na-hac.com.T.www.ana-hac.com.To receive the Lifetime Unit Replacement Limited and heat pumps must be matched with appropriate coil R`"�� PA Warranty(good for as long as you own your home)and 10-Year Parts components to meet ENERGY STARO criteria.Ask your Limited Warranty,online registration must be completed within 60 days contractor for details or visit w—..energystargov. of installation.Online registration Is not required in California or Quebec. The duration of warranty coverages in Texas differs in some cases. SS-ASXHS www.amana-hac.com 06/23 Amana-is a registered trademark of Maytag Corporation or Its related companies and is used under license.All rights reserved. Supersedes 04/22 iSPECIFICATIONS 01810A 0 r• r r r• L L• 04210A. • L• r•: r• r.l 1• CAPACITIES Nominal Cooling(BTU/h) 18,000 24,000 30,000 36,000 42,000 48,000 60,000 SEER2 1S.2 1S-2 15.2 15.2 15.2 1S.2 15.2 Decibels(clBA) 71 72 71 74 71 72 75 COMPRESSOR , RLA 9.0 11.5 12.8 14.1 177 19.9 23.7 LRA 42.6 59.5 65 87.4 110.2 110 151 MODEL DIMENSIONS Stage Single Single Single Single Single Single Two W" D" H" Type Scroll Scroll Scroll Scroll Scroll Scroll Scroll ASXH501810A* 26 26 27 ASXH502410A* 29 29 32 CONDENSER FAN MOTOR ASXH503010A` 35Y. 35% 39%z Motor Type PSC PSC PSC PSC PSC PSC ECM ASXHS03610A* 35% 35% 39% ASXH504210A* 35% 35% 36% Horsepower 1/8 1/6 1/6 1/6 1/4 1/4 1/3 7�;ASXH504810A* 35'fi 35% 36% FLA 0.70 0.95 0.95 0.95 1.30 1.30 2.80 ASXH506010A* 351A 3SY2 41% REFRIGERATION SYSTEM *Note:All the Dimensions(W,D,H)are for reference only. Refrigerant Line Size' Liquid Line Size("O.D.) W %" W %11 W. %. %" Suction Line Size("O.D.) '/<" %" %" '/_" Refrigerant Connection Size Liquid Valve Size("O.D.) %" %" W. W %" W. Y" Suction Valve Size("O.D.)za %" '/." %" Ya %" Y" %d' Valve Type Sweat Sweat Sweat Sweat Sweat Sweat Sweat Refrigerant Charge 4 64 72 101 102 177 180 209 ELECTRICAL DATA Voltage-Phase(60 Hz) 208/230-1 208/230-1 208/230-1 208/230-1 208/230-1 208/230-1 208/230-1 Minimum Circuit Ampacitys 11.9 15.3 17.0 18.6 23.4 26.2 32.4 Max.Overcurrent Protection a 20 2S 25 30 40 45 SO Min/Max Volts 197/253 197/253 197/2S3 197/253 197/253 197/253 197/253 Electrical Conduit Size %"or%" %"or W %"or Y." %"or W %"or%" W or Y.." %"or Y44" EQUIPMENT WEIGHT(Las) 126 151 202 202 260 260 283 SHIP WEIGHT(Les) 144 169 224 224 282 282 305 ENERGY STAR®CERTIFIED M -MJE � f N E M ® ® ® ® ® R!"am Rpsasm 'Line sizes denoted for 25'line sets,tested and rated in accordance with ARI Standard 210/240.For other line set len jor sizes, refer to the Installation Instructions and/or the Long Line 5et Applications guide. Installer will need to supply Y"to Y."adapters for suction line connections. 'Installer will need to supply Y."to 1W adapters for suction line connections. <Unit is factory charged with refrigerant for 15'of%"liquid line.System charge must be adjusted per the Final Charge Adjustment procedure found in the Installation Instructions. S Wire size should be determined in accordance with National Electrical Codes;extensive wire runs will require larger wire sizes 6 Must use time-delay fuses or HACR-type circuit breakers of the same size as noted. NOTES • Always check the S&R plate for electrical data on the unit being installed. ENERGY STAR NOTES • Proper sizing and installation of equipment is critical to achieving optimal performance.Split system air conditioners and heat pumps must be matched with appropriate coil components to meet ENERGY STAR criteria. • Ask your contractor for details or visit www.energystargov.The www.energystar.gov website provides up-to-date system combinations certified to meet ENERGY STAR requirements. SS-ASXHS www.amana-hac.com 3 OCCUPANCY Cad USE IS UNLAWFUL . _ OF CERTIFIC,�T�P APPROVED AS NOTED OCCUPANCY DATE: B.P.# FEE:0,�O BY: NOTIFY BUILDING DEPARTMENT AT 765-1802 -BAM TO 4 PM FOR THE FOLLOWING 'INSPECTIONS: 1. FOUNDATION - TWO REQUIRED. FOR POURED CONCRETE 'COMPLY WITH ALL CODES OF 2. ROUGH - FRAMING & PLUMBING s. INSULATION .NEW YORK-STATE & TOWN CODES: 4. FINAL -CONSTRUCTION MUST -ASVREQUIREO AND CONDITIONS QF BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE %.6b1D TOWN ZBA REQUIREMENTS OF THE CODES OF NEW SOUTH6L -TOWN PLANNINGBOAIib YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. SOUTHOLD TOWN TRUSTEE$' Ns.Dc TRUSS PLACARDING REQUIRED ;ETAIf`d STORM WATER RUNOFF u 'SUANT TO CHAPTER 236 r,;; E TOWN CODE, ececr 0L tvsPECnM ffl s* AD o terior righting installed,replaced or faired shall conform to Chapter 172 of the Town Code .............. RIGAS DESIGN/BUILD Idea., Joseph Fischetti, F. E. PROFESSIONAL ENGINEER X 1%\0 12/2/20 115, p.Aqt 54' NEW DEN ADDITION A 500 Glenn Road Jw- Southold NY 11971 lid PROJECT TEAM: OFFICE OF BUILDING INSRECTOR 1A TOWN CF SOUTHOLD TOWN CLERK'S OF�JCE LA I�t- tOUfHOLO, N. Y. Designer/Builder and buildin Il"-! Is rubject to review and po,si- RIGAS CO from Stctc of New Y� ork /fP 12x16 enclosed sunroo to be torngency. per low ef. 22260 main road, orient ny 11957 'e,-live Sept.SePt. 1, 1973. 631 3238022 down, new 12 x 20 den t be built c@rigasco.com peg AMP 0jrLiOr 7 Engineer Joseph Fischetti, P.E. P.P,,Box 616, Southold NY 11971 0) 63 65-2954 -royy" 09, 417 op COO"7 CC UM, jy OC77 /9"73 Scale as Noted D E C OCT 2 9 2021 D IV. Y--57;A:97-E UC. IVO. ,3a403 TOWN OF SOUTHOLD y 'SceqLr, -40 Al Lr-1_- r 11_= LT_--� - I 1-1-T1 - ,---1 -1-� L1-T_.._- '_7L - --. I I _ -- -I _ -I_ I _I-_- -'--- '_ __l_ 1-- =1-:I r�L-T I- I r-L-T_ -I - I --� -1 L __ _ __ _ _ _ _ -- ittttttt � T I _ T ---T--- --�_--1 - - ---- I - -' _L_ -rL- -T-1 _ -T - _ _ I I -S -L L--I --L--.- _ _I _ r -_ - _- - -T-- -----I----J-_. I - L �. --T.._ ._l -L -- i -- - - !-- - - - - - T. - 1 ] - i--_- -I- 1 - ' 1---_-I- 7 -I 1--=--� !---1----! I -11 -�---L �- -1---�- - -TL----I i-1 1--,- , _? _ I_i__;- i -I_�, ? L 1 C_.--L__T_I-.,__12�=i_LS "-�-� L T =�_J-=T-LJ 1�:L_I:1_ I --• - I 1-->- I ___1--1 r--I i_-- _� I-- '- L- _I .-1- L_-L 1-- - -- -1-- _ -� T� _ ! 1 _ _T - - _ 1 l i Z -�T_7 Z_L _�_1- ] I 1 1-- =_r--; ' -- 1---I- T 1 _ - l I T-- 1 -I -��- -1- -1- 1- 1- -I I___`- -�r-- --�--i- T- -1-- I I- __ --1 L� `_ - T T - - - - -T _ L S - _ _ _ - _ _ _ T r=� 1 L =1 IRIGAS L T- ' T 1- ' � ' L s 1 -=,- ! 1- - 7-r l -1- 111- I--I r L 1 1 1y 1 - -r -1---- - L - - � -I --T T -r T_ r 1--_ L -I- Z 7_ - - I 7 L : � -11 L `� T I - I - 1 1--1 -l1- : I - - ._ r T-�L 1-ram_ .=-r=, T=-=L _--5-= -f -,__i -I r-1-1--_1-�— .. - .- _ - �. -- - _ _I I I I I �_ I r,1 r s L r -;-I r_ r , I I - I T ,I-F'' - _ ! I- -IT-1-r1-7- 1- 11 -I L- 1. 1_- I .L -' 1 I L I 1 - .L I TIL L _ _ DESIGN/BUILD LPL 111T _1 I L -� � I Y-] L- T - l 1- -I -I i- -] I, - 1 _1 I -1 L I I _]_ 1 L 1 -L 1- T�-1 - 1 -1 L 1 i- -. T ,L -1 _1 Z LL I - ! T T T 7 ] L T 1 III I ] i ' I f I I 1- I I -I- L, L_i I_ L �_ i- -i- - 1- 1 - T -L11 : I ' � - � , I I 1 . ]- !- -1 'Il 1 .- = _ Joseph � h tt' South I 1 L1-� 1 osep isc e i, P. E. L I I I LII I I ! ]-I !- -'- PROFESSIONAL ENGINEER Elevation i I-, I - LI T ] ->>-irk-Irl-' ,_I - -� 1 -I - 1 I-T-� � I r 1- I -I -�-; I-rT_I I ;_1 - - L �- I-L I - 1 I ] 1 I - -1 I T - -1 - - ►- ! . I i ' 1 ' ,- _ _L A- L - 1- -)= ] , ELT �-- - - -l- � �- _i ,T � i I,7-� 1 1 - -1 -1 L -! F 1 L L -. -1- �- L 1 - - - I . i i 1 1 - �- r -I -; i -I . ! T 1 - - -L -1 r I I I I- I _rL _I! IL � 1r� i- 1Il T 7- l ITI 1 ]_ ' I iT r [� � � I I , � I I , � ,I ;T I 1 � I_ i I �-:1 -�- 1 - - 1 L - 1 l 1 . I L i-T ILL i � T r 12/2/20 NEW DEN ADDITION - - - -f-- -I -__I-- - `--- --- i _ _ _ _ _ _�__ _ I_ -- -1 , - _T -1 - -J r T -, i - - t_ -r - 1 1- J_ 1, ;-L --f _-� L 1 _ _ - _-`' I L, 1 j 500 Glenn Road 1 _ -7_=• I_' -I_I. J _l r-1 -I__ - -._I-� ' - -=---1- '-'___ 1- _S-__ : -1 _I. I_, f � i_ _ _ L1__II_ I-l-_I_I - 1 --I Southold NY 1197 r T I i r L J L_. - `T- I _ �_ _ r- _ -L -L - i - 7--_ - - . _,_--T _ --__. _ _ _ __ _ _1_ _L- -_ 7 _ 1 , , I _ L r I - J r_�_ I_ _ _L_ 7 ] I [_ l I _- I_ ]--1 .-_ f - I - - -T I ' i- Z i- I_._-i r r _ _ i -_I_ _ 1=- I_ r _ -I _ 1_ I -- L- I- -L -1 -L- I- 1-- T 1 - -L -�- -1- --_1 I ., T 1-, l I -r- I r- i __ f -7 _1_ T 'S ] -T�_S -1- L Z I I _4= _ L I I I I.I- _L I -'--r - _,_1-__,� 1-I L- L - - 17-I_I Z�,ST I- �1 tIJ s �r r r , r � I �- LL - I rl L_1_ - I II I I - � -- - - ` - ll I I 11r L -I 1 _I 1_� L I ' i TEAM l , l III ,111' ' I-11 ] PROJECT I T I I ' f I 1 . I -�- -1 i i i I L 1_ .1T l I -1- 1--L,_L L I - I 11 Nest I I I I L 0 i T I -I i I- F ' - -- ILT Designer/Builder L1 -III T Elevation -r > l��- � l � 1 ,T,-III i � I_ I Ir I � , ,_ � .1, lil _I - I i t l I - L -I' ! RIGAS CO 1 I l I 1 I_, J-, I , I , ! ; � II l , � 1 IL 1- 1rT I i1 1 LULJ - - 22260 main road, orient n 11957 T1TI 1 � I, 1 L L y -i_I I 631 3238022 11F�. t I LL L L.' _i -1 --1 11 1--I 1 1- 1 1- I L 1 L f 1 I I 1 l I I , TI T I 1 1-_]_ I I.1 i I _Ii i I- - -1-1 i L c@rigasco.com I I I � 1 I i 1 - 1 I i I i i i T l Engineer Joseph Fischetti, P.E. P.O. Box 616, Soutf�jo�ltd.,�lY 11971 -- - i� 63- 65,05 1 T I- -I-- - r - _=I T --'_ I - I r_T-=1 ,- I- I I � I. I I -7 1 _ � .--! - 1- -• --' �)_ r - -- t - pisf` _ _ =-I-- r -- - _ _ _ -J - -i - i-.- -7---- I - _ - i r - - -- - - _-_ I- --r--r-] �--T- I I-' .- i I I -;--r I I 'I _ -- - .; -]_ I__I- I .I 1 .I-1--- r==L-1-1-_�=1==C r .-' I I -I--i_-I-==I � _I � I- � -I t-' ' '_ L _ I-1_. -L_1 I __1_r I _, _-i L--r_---_ - -- - - - -'--� L -J- I-�=L- -L---1- •- -L-- -1-- 1-L1 --'- -_r-__--_T ,-L--� r- - ' -- -� � _ T I I i 1 --•_ ,- : � � _ _---- r -- �_- - i 1. .-- -- �- --- ---r -I- --- -L- L_ --r --y -=C r --- --1 I--'=-- _ 1 I .T r S V _I. r ,---r- -1--- -1 --� --r--S =_ i . T - _ -r i 1 _i--1- _-1 - I I -I- -1-_1 - r.r -t -SS_S= - -1ST T -,-- r _ 1 1_- -r .. r I_ =I-- --_ - I--� - I- t- --T--�--�- I-•-L- 1 _ 1 - -1 --'_- I i -�_J=-- _ - - _ r-'---i LL � , fit,. fv �.� 7 --7-- 1 7_ l _ _-I .r 1 f - -L._- t--,-�- -'- 1-- - -i i- -r---r- --r -- t_ r rr- T r - - - -l-'- 1 i _� ----L -1-- � -i .I --L L --T- 1 - L -L--- -L-�--L--� r - -- : _- -r -r - ---I � �_ -S._ ' -- - .- --- - - - --1- r - - - - - -' -L-- --I �1- , Z---=7- T -1---�- r-- I I-, I--_ I_ --I -T I I I - I_T I -_LI r-L-_I_- - I - - 1 -- -�1 � r- T L -- � �---L - 1-r j r-.. .. � r--Z--� S-�-L-- �-r-� 7 •--T-r ,-' --• -'--r-`- ' � � � i ' - -i � T -1r--T � - - � - _J--� 1 I � -- I - I _ _--�-- --1--r - --_--. 1 r S-_�. -.T- .-T T-r-�� - 1 �i..Z�� L _ T_ s- T T 1--I I i 1 , Fast i 1111- h- L I 1 I Scale as Noted -I- 1 T I I i L Elevation T T r1T; �- 1- - - -T_ � _ i I_ I I- L L_ _L�L z I_ ]- - �- r I r T L T1-L I i �. I i T All , . L_ 1 _ , i. _L �_ l II1 LT i_ I - I li i r 1L I I -- I_ i T IL 1 -T I i- -I I- 1 L � I A2 1 1 i �T 7 T- 1 ST FLOOR PLAN 240" 4—20"—�F-30" 3It4 i�E 301, 30" 30"_ 3�t4 i�E 30" 30" 20" Remove existing Enclosed Porch and Build New Den in it's place. RIGAS All windows,custom sized n Andersen WDH 2660 DESIGN/BUILD —'� s Match Basement Height, Match floor height to existing 1st floor. with tempered glas Bilco door here to access new basement. Double 2x6 between each window 2x6 wall framing, insulation to code. Ceiling to be vaulted to follow roof line. UP o Joseph FisGhetti, E. E. 0 PROFESSIONAL ENGINEER Add new basebooard heating off of existing loop feeding kitchen. New Den K N o 01 m New Nhite Cedar Shingles, New Asphalt Roof, Versatex exterior trim. 4 40" 12/2/20 Existing NEW DEN ADDITION Existing Kitchen Existing Dining Room Laundry 500 Glenn Road ( I Existing Garage Southold NY 11971 Existin g g Living Room PROJECT TEAM: i Designer/Builder RIGAS CO 22260 main road, orient ny 11957 631 3238022 - c@rigasco.com - -Existing --- - - - - - - - - 1 Existing Bathroom Engineer Bathroom Joseph Fischetti, P.E. Existing P.O. Box 616, Southold NY 11971 Bedroom 631 765 2954 � P � 2i ExistingSS :'a, �►�ti` Bedroom Scale as Noted �J Existing Bedroom A3 5impson 5impson 55N 1 Sxb 15T FLOOR PLAN 55N 1 bx8 RIGAS 240" 20" 30"—� 30"—� 30" 4" —30" 30" T T 30" 20" DESIGN/BUILD ry All windows, custom sized � • 20" Dia "Bigfoot" Andersen N1DH 2660 Joseph �lschettl, F.E. with tempered glass Footing, Min. 36" Bilco door here to access new PROFESSIONAL ENGINEER Below Grade Concrete slab for Double 2x6 between each window m basement. bottom of stairs UP - m 12/8/21 -v v O r New Den 2x6 AtGa U_ o v @ 16" O.G. L m NEW DEN ADDITION C N 500 Glenn Road Southold NY 11971 Existing '72" x 80" Sliding Door to be removed. Header and Framing to remain. Opening to be retrimmed - - 2xb Ledger into a cased opening. PROJECT TEAM: Designer/Builder 1 . EXTERIOR NA<LL5 TO BE FRAMED NITH 2X6 OF #2 RAGAS CO 2" 22260 main road, orient ny 11957 5TUD5 @16 110.G. o • , o2. 17 631 3238022 0 0 0 �2" . . . . . �2" c@rigasco.com 1 2. EXTERIOR 5HEATHING TO BE 3/4" THICK FIR COX PLYNOOD COVERED KITH 30# FELT, FLASHING A5 FASTENER TYPE: SPAQNG: II ( Engineer �� I 1 I l •� �� I ` l + ` ( ( �� I� (°AE16 NEEDED AND CLEAR/R&R VHITE CEDAR 5HINGLE5 LENGTH No.10 w000-scREws BASED ANCHOR WITH 16"« I ( 1 `I� I y I I I I I II 21n.EMBEDMENT LENGTH I II II II I I i Joseph Fischetti, P.E. 1/41n dia IAGSCREW f I ( I 3. INTERIOR hlA<LL5 A ND CEILINGS SHALL BE COVERED BAS ED MBE HORWIH 1'.' l _ I _ I I S i 1725 Hobart Rd, Southold NY 11971 IN 51b" THICK PINE 5HIPLA�P. 1 h ) 1`` 1 I ) • o \ h ) I 1 I I • I I - I I - I ` I ` 631 765 2954 1 3/4'APA PLYWOOD \ I 1 I 1 1 I SHEATHING / I I GRADE PLYWOOD • 1 �1 / • 11I I I III•• 1I I �1 • 1 I1 �\ I7 ?�► NEW .1. OF (ALTERNATVNE:7/16"O.SBJ 0 GRADE (ALTERNTIV VE:7/16"O FTI4. IN5ULATION 5HALL MEET OR EXCEED 201b IEGG AND NG • .SB) ) I ) l O I I I I I r d TO BE: 1 d 1 0 ( I I '� ( I I ( / I I •• I ( I I/ ( I r- ;1. �y FASTENER TYPE: SPACING (I2X4 DF#2 2No..B J• I S I STUDS BASED ANCHOR WITH 10"OC EMBEDMENT LENGTHROOF. R4q G O5ED CELL 5PRAY FOAM WINDOW SAL TYPICAL WINDOW OPENING R BASEDANCHORWITH 12"DD PANEL SPAN EQUAL OR SMALLER MBEDMEN LENGTH R23 ROXUL I +THAN 4 FEET •• I ' I I �� s ��1/41n.d1a.LAGSCREW FLOOR5: R23 ROXUL BASED ANCHORWITH 16"« • - - • tin.EMBEDMENT LENGTH TYPICAL DOOR OPENING PANEL SPAN GREATER THAN 4 FEET MULTIPLEPLYWOODASSEMBLI6 FASTENER TYPE: SPACING: 2-2X4 DFl2 MDS CONNECTED ITH No.8 WOOD-SCREW AND EQUAL OR SMALLER TOGETHER W STAINLESS STEEL BASED ANCHOR WITH roc 5. EXTERIOR OPENING 5 TO BE MAX U 0.30 THAN 6 FEET OR GALVl BOLTS W/WASHERS ANDD KI NUT 21n.EMBEDMENT LENGTH I T S @ 2'-0"O.C. B L:_: 1�� I., LJ '� L� Y k( $ N.10 WOOD-SCREWS TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 91OC r 21n.EMBEDMENT LENGTH I I s PANEL SPAN GREATER THAN 6 FEET d DEC 1 0 20211 E AND EQUAL OR SMALLER BASE.eta.LHORWIW 6. IN5TA�LL ELECTRICAL A<5 PER GOD Q BDANCHORWITH 16"°` E Ll—z,; THAN 8 FEET 21n,EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL TOVf`.' ci`u' ;; T�D AS PER SEC. 1609.1.2,2015 IBC: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDLLE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" /� w AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMTTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO H4 COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USEON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. FOUNDATION PLAN 240" RIGAS DESIGN/BUILD q' Joseph Fischetti, P. B. PROFESSIONAL ENGINEER a a - New Basement, Match Height to Existing Basement 12/8/21 Q d3 (y ( COPPER COATED 2X6 ACQ U P •° SILL PLATE TERMITE SHIELD NEW DEN ADDITION I I I -OVER- #5 REBAR SILL SEAL 0 a o I I I 5/8"dia.ANCHOR BOLT p j GRADE TO SLOPE 500 Glenn Road w/3X3 SQUARE WASHER AWAY FROM BLDG. ° AND NUT(TYPICAL) ° o ___ I I---- - �•� . �� .. Southold NY 11971 • #4 Bars @ 12 O • i w PROJECT TEAM: 8"PC WALL ° CLEAN ............ FILL I— 0 remove existing hopper window and ° __ Existing Basement keep opening as 36" x 20" pass through I I ° -:. - Designer/Builder ° BITUMINOUS ° o COATING ° I I ...__.._.._ . _ , RIGAS CO 1/2" EXPANSION JOINT a° 22260 main road, orient ny 11957 2X4 KEYWAY 631 3238022 4"CONC.SLAB ° I #4 REBAR c@rigasco.com COMPACTED ---._.............. ° ._.....8 —_. CLEAN FILL I ..................... -------- _.... Engineer i _..__.................._.._ I 16 . ._... 1.:::::::----- Joseph Fischetti, P.E. 1725 Hobart Rd, Southold NY 11971 WALL SECTION 631 7652954 Of- hEsA✓y, o 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHTAT 8'-0". EXTERIOR OF FOUNDATIONS TO BE DAMPPROOFED AS PER N.Y.S. RESIDENTIAL CODE WITH A BITUMINOUS COATING. 2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY IN FOOTING. FOOTINGS TO HAVE 2-#4 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). 3).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING WALLS. 4).PROVIDE 2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATES TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD SILL GASKET. 5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I V-0"OF CORNERS, INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. �� 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE BLOCKING AT 8'-0"O.C.(MAX.)AND MIDSPAN. 3 1 /2" x 5 1 /2" Post, Foundation to Ridg ROOF PLAN RIGAS DESIGN/BUILD Joseph Fischetti, P. E. i PROFESSIONAL ENGINEER j 2x8 OF #2 RR @ 16" OC 2x8 OF #2 RR @ 16" OC 1 . APPLY 3/4 THICK FIR CDX 5HEATHING OVER ROOF FRAME 2. APPLY METAL DRIP EDGE ON ANY UNDERLAY ALONG RAKE EDGE5 AND DIRECTLY TO 12/2/20 DECK ALONG EAVE5 } 3. U5E ICE & NATER BARRIER -� UNDERLAYMENT KITH A5PHALT (�1 ROOFING OVER ENTIRE ROOF. 12 II j NEW DEN ADDITION X 4. 5HEATHIN6 MU5T BE DRY AND CLEAN PRIOR TO 500 Glenn Road IN5TALLING UNDERLAYMENT it m Southold NY 11971 5. IN5TALL A5PHALT ROOFING �y A5 PER MANUFACTURER5 WRITTEN IN5TRUCTION5. PROJECT TEAM: 6. 6UTTER5, DOVNN5POUT5, DRYNELL5 TO BE IN5TALLED A5 REQUIRED. Designer/Builder RIGAS CO 22260 main road, orient ny 11957 3 1 /2" X 5 1 /2" Fos , 631 3238022 c@rigasco.com Foundation to Ridge Engineer Joseph Fischetti, P.E. P.Q.,13ox 616, Southold NY 11971 631,765.2954 rr0 - Scale as Noted A6 RIGAS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS DESIGN/BUILD USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMVENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS \ Joseph Fischetti, P. E. ENDWALL RAFTER WALL STUD CRIPPLE STUD RIDGE BOTTOM PLATE PROFESSIONAL ENGINEER HEADER LEDGER BATHTUB DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND ADS5 HOLD DOWN BOTH SOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1 4"x12" 20 a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 a. STRAP APPLY OVER RIDGE TO EACH RAFFER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / g / g 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC WALL STUD THROUGH-RLOF EXHAUST OCATED SELECTED B AND OR 1 2 O METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY RAFTER AS REQUIRED WALL SHEATHING RAFTERS MAINTAIN SILL PLATE(S) VENTILATION SIDEWALL FLASHING WOOD JOIST FOUNDATION ' ' TOP PLATE BLOCKING FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS®48"OC BARRIER TO LAP FLASHING i 2x4 SOFFIT JOIST AND ALL WINDOW DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA / BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER i THE SPACE VENTILATED. ALL OPENINGS W°°° GIRDER NEW DEN ADDITION INSTALL 4'0" O.C. i SHALL BE COVERED WITH CORROSION- CONTIN. SCREENED VENT 4" - B. LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT/ EXT. PLYWOOD ON ALL OPENINGS i PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'0" O.C. ' FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATIOp i AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" - 14" LSTA30 1-1/4"00" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT T) 500 Glenn Road ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFT-R PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT 1•) ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"06" 18ga. STRAP AND JACK STUDS �� 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR EACH RAFT-R SOFFITED EAVE DETAIL Southold NY 11971 ON ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE � FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT I MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT lu WOOD JOIST PROJECT TEAM: TOP PLATE SIDE WALL FLASHING GIRDER/HEADER 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS®48"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD AND RAKES -- PROVIDE HEMMED EDGES SO FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION Designer/Builder 4' - 8" LSTA36 1-1/4"06" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREEE INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE THE PROPER STEEL CONNECTOR. CONFORM TO SLOPE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS RIGAS CO ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD 22260 main road, orient ny 11957 DEL. SILL PLATE I TERMITE SHIELD SUBFLOOR 631 3238022 SILL GASKET WOOD JOISTS c@rigasco.com NEOPREr 1 UNDATION A TY DAMPPROOF°EXTERIOR 6 MIL. POLY r V� 1 BOLTED TO STEEL BEAM WITH CONC. SLAB CASKET NE 2x6 /2x8 CONTINUOUS WOOD PLATE v GRANULAR FILL �` 1 1 1/2 " DIA. BOLTS®48" o.c. STAG. 6MiL POLY ON EXTERIOR • V � STEEL COLUMN I 1 u CONC. SLAB I .p r'e v ANCHOR BOLT EMBEDMENT; ROOF JACK I I1�\� �` STEEL BEAM � Engineer �• o )'A POURED CONCRETE: 7" � 4" x 1 4" x 8" STEEL COMPACT FILL BLOCK WALL: 15" �� I / ROOFING LAPS TOP AND BOTTOM PLATE KEYWAY FOOTING o V A • • • C � 1 WITH 1/2" x 6" ANCHOR BOLT e �•� �' a CONC. FTG. `p Q•p G o SIDES FLASHING TOP USE WITH 3x3 SQUARE WASHEFS 1/2" GROUT " ;O ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) Joseph Fischetti P.E. REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BO_T I I I 3" STEEL COLUMN DRAIN TILE p • ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS i , ( 10 KIPS ) P.O. ox 616 Southold NY 11971 SILL PLATE TO FOUNDATION ROOFING AT BOTTOM 65,2954 1 CRAWL SPACE OR FOUNDATION 1 STORY 72" OC 63�; TYPICAL BEAM DETAIL SILL PLATE TO FOUNDATION .• /;f-•�'" {y 1(-•• "`-'",`.q,• TYPICAL CONC. FOUNDATION. APPLY PILASTERS 2 STORIES 36" OC WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTC. CRAWL SPACE OR FOUNDATION STEEL BOTTOM BEARING ,- � tr •�`�; WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC ROOF JACKS& VENTS DETAIL SLAB-ON-GRADEcv �,; �� (�1�J�jy!. •�. CONC. SLAB SUB FLOOR DOOR FRAME 6X6 10/10 WWM GARA COMPACT FILL 1 DOOR USE 2X8 GE JOIST FOR BLOCKOUT STEEL BEAM r° 4" SLAB a �((� �• ' P.T. PLATE W/ 6X6 WMM \ SLOPE �. / ` 4"DRIVEWAY —� NOTCH JOIST AND ADJUST HEIGHT • ' 1/2"' AIR SPACE�/` c 1 • e (WITH A NAILING PLATE IF NEEDED) \ • ','��"' AT END AND 4• ."' 7•0 2" ' e•• TO BE APROX. 1/2" OR HIGHER THAN r ' S roQ ES OF WOOD �p •• STEEL BEAM TO ALLOW FOR SHRINKAGE Sc GRADE n t'--a-_--cr-_--. G C c �•. BEAMS ° 'e O C e O • • (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) SCc'�I s Noted 12" C ,�c1 A 6X6 W.W.M. •— • Q-��— r. e0 =.111 C o • O•'A MIN. A�SC e0 '^ G�'C to �'' •e _`NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM O e: e J f—SUB FLOOR •' A REINFORCING BAR i NOTCH EQUALS 1/4 DEPTH OF BEAM li O ° •12" �e I II •�` REINFORCING BAR a p,e•o JOIST DRAIN TILE I� ►I • 1 C 1•• O e 'e SHEET METAL / 30# FELT UNDER BEAM AT POINT • L• n m STEEL BEAM • OF CONTACT WITH CONCRETE OR CONC. BLOCK _ITT—i ltii• •i • 3" PLATE (BOLTED TO BEAM) TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ^ ^ SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT BEAM POCKET A7 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS RIGAS 4"MAX. DESIGN/BUILD DECKING GIRDER DECKING 4"DIA.MAXIMUM EXTERIOR WALL DECK JOIST DECK JOIST La 1/2"DIAMETER LAG SCREWS, Z THROUGH-BOLTS WITH WASHERS CONTINUOUS FLASHING.EXTENDED OR 5"LEDGERLOK SCREWS PAST JOIST HANGERS,CAULKED TO (2)1/2"GALV.OR S.S. PREVENT WATER INTRUSION LEDGER FLOOR CARRIAGE SHERSA AND GIRDER M Joseph ischetti, P. . AND JOIST FLUSH ON TOP JOIST WASHERS AND NUTS RIM BOS WITH ARD CAULK TO PREVENT WATER SIMPSON CBS INTRUSION LEDGER AND ANCHOR DECKING JOIST FLUSH ON TOP 1/2"DIA.EXPANSION BOLTS, � y 1s�° 71 EPDXY OR ADHESIVE(PER "b� e FLOOR "MIN. CONCRETE POST JOIST 1-5/8"MIN. MANUFACTURE INSTRUCTIONS) d,d J, PROFESSIONAL ENGINEER 5"MAX. DECK JOISTS w/WASHERS AND NUTS PIER epe �° DECK/PORCH RAILING "MIN. p DECKING JOIST HANGER DECKING DECKING gs„a ;n DECK JOISTS 2X ACQ LEDGER BOARD FOUNDATION WALL 8 a°.• < e d ,p; NOTE: DECK JOIST DECK JOIST pe ° RAILING BLOCK FOUNDATION °b a,.° FOUNDATION,D e.' c^ TO BE FILLED WITH WALL °� GROUT AT ANCHOR e POST JOIST HANGER LOCATIONS a..D ,° 2X ACQ LEDGER BOARD GIRDER GIRDER RIM BOARD SIMPSON DTT2Z HOLD-DOWN LEDGER BOARD TO RIM BOARD DETAIL LEDGER BOARD TO FOUNDATION WALL DETAIL (MIN.2X8) DECKING 2"MIN } " 12/2/20 THROUGH-BOLTS s^MAX. DECK JOIST 0 :; THROUGH-BOLTS SHALL HAVE A DIAMETER OF 1/2".PILOT HOLES FOR THROUGH-BOLTS 2"MIN. SHALL BE 17/32"TO 9/16"IN DIAMETER.THROUGH-BOLTS REQUIRE WASHERS AT THE BOLT HEAD AND NUT. SIMPSON CC SIMPSON CBS (2)1/2"GALV.OR S.S. 2X BLOCKING AT EACH POST CARRIAGE BOLTS WITH ATTACHED WITH 10d THREADED EXPANSION AND ADHESIVE ANCHORS ANCHOR ANCHOR WASHERS AND NUTS NAILS TOP AND BOTTOM STAGGER FASTENERS USE APPROVED EXPANSION OR ADHESIVE ANCHORS WHEN ATTACHING A LEDGER BOARD 12"OC IN 2 ROWS TO A CONCRETE OR SOLID MASONRY WALL AS SHOWN IN LEDGER DETAIL.EXPANSION POST CONCRETE t~iI AND ADHESIVE ANCHOR BOLTS SHALL HAVE A DIAMETER OF 1/2".MINIMUM SPACING AND PIER POST-TO-DECK CONNECTION ® ® ® 2"MIN. ® 5-1/2"MIN.FOR 2X8 EMBEDMENT LENGTH SHALL BE PER THE MANUFACTURER'S RECOMENDATIONS.ALL 5"MAX. 6-1/2"MIN.FOR 2X10 ANCHORS MUST HAVE WASHERS ® ® 7-1/2"MIN.FOR 2X12 LAG SCREWS 3/4"MIN. LAG SCREWS SHALL HAVE A DIAMETER OF 1/2".LAG SCREWS SHALL HAVE PILOT HOLES L.I2"MIN. LEDGER L LAG SCREW,THROUGH BOLT, DRILLED WITH 5/16"DIAMETER HOLES.ALL LAGS SHALL BE INSTALLED WITH WASHERS. 4"MAX. OR ANCHOR WITH WASHER LAG BOLTS SHALL HAVE 1-1/2"UNTHREADED SHANK.LENGTH MUST PENETRATE BEYOND - NEW DEN ADDITION RIM BOARD A MINIMUM 1/2".LAG SCREWS AND WASHERS MUST BE GALVANIZED OR S.S. LEDGERLOK SCREWS CONCRETE LEDGERLOK SCREWS SHALL BE A MINIMUM LENGTH OF 5".LEDGERLOK SCREWS SHALL NOT PIER 4"DIA.MAXIMUM BE USED FOR MASONRY,CONCRETE,BRICK VENEER,STUCCO,SIDING,OR RIGID FOAM LEDGER BOARD FASTENER SPACING AND CLEARANCES INSULATION.SCREWS SHALL BE A MINIMUM DISTANCE OF 3-3/4"FROM ENDS AND 1-3/41,FROM TOP AND BOTTOM EDGES. 5 00 Glenn Road d 24"X24"X12"CONC.FTG. HANDRAIL NOTES: Southold NY 11971 T BELOW GRADE All required handrails shall be of one of the following types (ALT.:BIGFOOT FOOTING) or provided equivalent graspability. Z 1).Type 1.Handrails with circular cross section shall have an outside diameter of at least 1-1/4 inches and not greater n`Oi 36"MIN. than 2 inches.If the handrail is not circular it shall have a perimeter dimension of at least 4 inches and not greater than 6-1/4 inches with a maximum cross section of FLOOR SHEATHING NAILING AT 1/2"DIAMETER LAG SCREWS, ATTACH TO 1-JOI5T 1/2"DIAMETER LAG SCREWS, dimension of 2-1/4 inches. 6"MAXIMUM ON CENTER TO THROUGH BOLTS WITH WASHERS WITH A MINIMUM THROUGH-BOLTS WITH WASHERS JOISTS WITH HOLD DOWN OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN OF(19)8d NAILS OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN 2).Type It.Handrails with a perimeter greater than 6-1/4 Inches shall provide graspable finger recess area on both sides c the profile.The finger recess shall begin with a STAIR RAILING PROJECT TEAM: , , distance of 3/41nch measured vertically from the tallest FLOOR JOISOLID STS DECK s I I JOISTS DECK i portion of the profile and achieve a depth of at least 5/16 JOIST I I JOIST t i inch within 7/8 inch below the widest portion of the I i profile.The required depth shall continue for at least 3/8 1-1/2"SPACE inch to a level that is not less than 1.3/4 inches below the THREADED ROD MAY BE THREADED ROD MAY BE MINIMUM SLOPED UP TO 1:12 MINIMUM 2X6X36" SLOPED UP TO 1:12 tallest portion of the profile.The minimum width of the ATTATCH(1 TO JOIST AWAY FROM THE HOUSE handrail above the recess shall hall inches to i Designer/Builder AWAY FROM THE HOUSE maximum of 2-3/4 inches. al shall have a minimum LJOIST HANGER GIRDER WEB WITH CLINCH 10d NAILSL JOIST HANGER GIRDER radius of 0.01 inches. EdgesHANDRAILS AND CLINCH RIGAS CO 22260 main road, orient ny 11957 BALUSTERS lOd THREADED NAIL OR 810 WOOD SCREWS, 631 323 8022 LATERAL LOAD DEVICE WITH JOISTS PARALLEL TO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) �6_�� EQUASTAL OR GREEDIN2ROWATER THAN 3'LONG, '� STAGGERED IN 2 ROWS OPEN BALUSTER ATTACHED TO WALL c r� asco.co m • HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH IF BEAM IS CONSTRUCTED WITH 3 MEMBERS (2)THREADED NAILS OR SCREWS AT EACH END OR OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS 6 FT.MIN.EXTENT OF BLOCKING ATTATCHED OUTSIDE MEMBER TO THE SPLICE END;SPLICES SHALL BE LOCATED ONLY OVER SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN Engineer INSIDE MEMBERAS SHOWN. INTERIOR POSTS CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL ATTACH BLOCKING TO DECK WITH 1/2"DIAMETER LAG SCREWS, BEAM ASSEMBLY DETAIL PROVIDE AN EQUIVALENT GRIPPING SURFACE 10d NAILS AT 4"O.C.STAGGERED THROUGH-BOLTS WITH WASHERS OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN Joseph F i s c h ett i, P.E. DECK 1 I STAIR TREAD P.O. Box 616, Southold NY 11971 JOIST i ; RIM BOARD 631 7652954 THREADED ROD MAY BE -'1�'r„ - (r' AWAY FROM THE STRINGER fj Jkl,;.�`�"�'•:";. MINIMUM 1.1/2"THICK FLOOR JOISTS SLOPED UP TO HE HOUSE J BLOCKING.BLOCKS MUST (SOLID OR WOOD-1) \`� / 1 s+" (•°� FILL BAY AND FIT SNUGLY JOIST HANGER GIRDER JOIST q GIRDER/HEADER STRINGER TO DECK/PORCH CONNECTION LATERAL LOAD DEVICE WITH JOISTS PERPENDICULARTO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) ESSIO�`�� L..; SPLICED JOISTS OVER HEADER/GIRDER Sca as Noted CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CONNECT TY-DOWN ANCHORS TO EACH JOIST GROUND WIND SEISMIC FROST WINTER ICE SHIELD NAILING SCHEDULE SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS JOINT DESCRIPTION QTY SPACING NOTES STRINGER JOIST TO: PER TOE ("}16"OC 4-8d COMMON MODERATE SLIGHT TO SILL,TOP PLATE OR GIRDER JOIST NAIL 20 PSF 130 B SEVERE 3 FT. 11 NONE - (2)THRU- TO HEAVY MODERATE BRIDGING EACH TOE BOLTS TO JOIST 2-8d COMMOI, END NAIL �+ 1 BLOCKING 2-8d COMMON dia. EACH PB44 POST TOE ANCHOR TO JOIST END NAIL )VOOD JOIST PIER 1). ALL FRAMING,CONSTRUCTION,COMPLIANCE TO BE PER 2015 IRC,2016 NYS UNIFORM SUPPLEMENT BLOCKING TO: 3-16d COMMOI, EACH TOE p� n 16"TREAD SILL OR TOP PLATE BLOCK NAIL11 1 2). ALL FRAMING MATERIAL TO BE#1 ACQ PRESSURE TREATED LUMBER. LEDGER STRIP 3-16d COMMOI, EACH FACE GIRDER/HEADERRADE >;i CONC.SLAB TO BEAM JOIST NAIL (AS REQ.) v JOIST ON LEDGER PER TOE 7VOOD JOIST ,"a a� �� 3). ALL FASTENERS,HANGERS,AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL. TO BEAM 3-Ed COMMON JOIST NAIL o 8"dia. i a"r' DECK PIER BAND JOIST PER END '< b CONC. "6' d° PER PLAN 4). ALL PIERS AND FOOTINGS TO BE 3 FOOT BELOW GRADE, TO JOIST 3-16d COMMO JOIST NAIL 3'0" PIER a ° BAND JOIST TO: PER FLUSH JOISTS WITH HEADER/GIRDER 5). ALL JOISTS TO BE BLOCKED OVER GIRDERS AND AS SPECIFIED. SILL OR TOP PLATE 2-16d COMMO FOOT TOE NAIL v'y ate°y ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. :>a ° 6). FLASH ALONG HOUSE WALL,OVER LEDGER WITH MIN.10"FLASHING. IF ABLE,SET FIR JOISTS APRON.1/4"HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. RIGAS GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE � PLAN CONTENTS: DESIGN/BUILD 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required JOINT DESCRIPTION QTY. SPAEING NOTES CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10'WALL:4-8d COMMON RATER TOE-NAIL TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) Joseph �i S G h ett i F. E. intent and framingdetails.The are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to to late shall be in CEILING JOIST B'WALL:3-8d COMMON EACH n y g 8 P P TOE-NAIL r , for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below.rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC IAP NAIL PROFESSIONAL ENGINEER sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: DECKS 40 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC ND NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD 2.16d COMMON EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER EN ROOMS OTHER THAN SLEEPING)NAIL ( ) 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200 precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt CITY. SPACING EXPOSURE CATAGORY (DESIGNED FOR CAT.C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16d COMMON PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:I LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION /'1//'�//1 O 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION !�/DETAIL PAGE&GENERAL NOTE PAGE !�/ L INTERSECTIONS 4-16d COMMON Eq,SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE P PP 2-16d COMMON O.C. NAIL attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION Sym" SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16d COMMON 15, O.C. FACE SMOKE&CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: length adjustment factors in table 3.16.Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMO FOOT SEE NOTE: FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA:1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7).Allowable FLOOR FRAMING: HAZARDS NEW DEN ADDITION Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL 1dAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 YES 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER 4-8d COMMONJOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EXCH TOE 500 Glenn Road 4).Any new concrete walls being attached .c existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-Sd COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3 5 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD Southold NY 11971 BLOCKING EkCH TOE 2-8d COMMON poured Unless otherwise noted,all slabs l grade to be 2500 mesh r Concrete to be TO JOIST END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 6"O.C. SEE NOTES:1,3 9.CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 B poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs ) BLOCKING TO: E1CH TOE (BOTH FIELDS) to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and 3-16d COMMONINTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BIOCK NAIL along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:1,3 6).Crawl spaces n at provided with r minimum.of area. "access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq.ft.of area. DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8dCOMMON PER TOE NOTES 7).Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JO ST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls riot to backfillin All fasteners,hangers and anchors to be galvinized or stainless steel. 3-16d COMMON g p p g. g g TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2-16d COMMO PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. PROJECT TEAM: Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 F HEAT I 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL SPACING 3 .Tabulated 4 inch o.c.nailsacin Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. ) spacing assumes sheathing to rafter/truss framing members with G>0.49.For below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Designer/Builder Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. JOINT DESCRIPTION R I GAS C O where needed. GYPSUM Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING SEE NOTES:1,3(BOTH FIELDS) 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. Sd COOLERS 7" O.C.EDGE NOTE:2 FOR PANEL FIELD Bearingwall headers to have 2 jack studs and 2 full length studs on each side of all WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 ( )J ( ) g 6).Concrete piers shall be a minimum 6"above grade. 22260 main road, orient ny 11957 openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES 631 3238022 openings between 4'1 and 6'0 and 2x6 wall openings between 511 and 8'9.Provide fire to irder s. JOINT DESCRIPTION NAIL NAIL and blocking where applicable. g () QTY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. c@rigasco.com 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3,9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 6d COMMON3"O.C.EDGE be used. 6).Double up floor joists under walls that run parallel to the floor joist and under bathtubs 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD Sd COOLERS Engineer 10"O.C.FIELD 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o 2)•Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. other access openings unless otherwise noted(typical). FLOOR SHEATHING: 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION 8).Dormers running up roof rafters are to be supported by double rafters on either side P q g P P �' QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole 8d size and spacing permitted. STRUCTURAL PANELS 1"OR LESS COMMO 12" FIELD P.O. Box 616 6"O.C.EDGE 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. Joseph F I scl h 1 ett I P P.E. O.C. 9).Provide blocking bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists HVAC SYSTEM NOTES Section R602.8-FIREBLOCKING REQUIRED , Southold NY 11971 under all bearing walls. NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) 631 76S,2954 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety and to form an effective fire barrier between stories,and between a top story and the roof space. requirements. .t 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF Fireblocking shall be provided in wood-frame construction in the following locations. r Z� needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. �� f CX„r f equipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor 11)..Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 U~ Sr CC),Q CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs. U 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor Contractor and owner for final review and approval. P g g g P gg + C Ix As r» P Yw shear capacities,nailing requirements for structural �l adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: members shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, ri !cc over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings. 1).All electrical to be installed as per N.Y.S.Residential Construction Code. ^•. C v. „• �.. 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathing is continuous over connected 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted under stairs shall comply with Section R314.8,N.Y.S.Residential Code. to have regular 1/2"sheetrock.All walls to be taped and finished. .to be reduced tol-16d nail per foot. 3).All electrical work to comply with 2014 NEC. 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of -y t. approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 SOIL COMPACTION: flame and products of combustion. torch down type material over. and R315 of IRC. 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR Scale a S Noted TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. 5).For the frreblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED. be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. 2).COMPACTION OF NEW FILL SHALL BEAT LEAST 95%PROCTOR NOTE: DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPI(AL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. A9 RIGAS DESIGN/BUILD PLACE. S/SSV£PANEL OVER 7HE ANCHOR DRILL 2" OIAMETER HOLE PLACE S/SSW PANEL MR THREADED RODS AND w B0;-iS AND SECURE St°TH HEAVY .;'EC'F'Y' APPROPRIATE RIATr_ OR NOTCH 2"x 2" MAX IN' , SECURE WITH HF';AV!'HEX NUTS (FROtITiED). x STEEL STRONG-1V'ALL MODELS a ad a o HEX Ni WALL YODEL TO ALL. st' STEEL c I Ek E NUTS. (e'R;.VCC.1 r nr, 0 n;^_ €E1�€ SHEATNIh i & Rlhl GIST. USE 11<" 44 ENGti(S{\KET Fi}A " NUT z ao , }' i' rC,�' g •,,; ��.� FCati ,L,_1`t F F:AA<h,., $TFi„f`5x 4Y',A,.. 2 ( I r, C w S'€'R. @'ALL 4kt t S, u.>„ I " 'A L,NCH/'C:TKE° FOIi X" NLJT n €•c a. <- j$¢� �„, SET LONER NUT FLUSII a o 0 o E USE,1%" WRENCH/SOCKET FOR, 1"NUT a"• � u Joseph FIschettl F. E. t6<;'r:j HE,in} I r'r,S Ar:�HuR =�,F VdA€. A�v:� {.�-. L.O.,O VtiLu,:, i {Sx�.>,tl € :: rTIGHT, W p M^REL T;J td.,. USE IsiY'i" !4'RENl1H/SOcXET FOR 1" NLJT � W!TH TOP OF SHEATHIN^,. NUTS 5FA_C E. SNUG ......,.:. �„ -•: crnr i ggt €NCTA!i.A':�"'� ON $$ �Ecl• Nl!TS S=1r+tL BE SNUG TIGHT. S S$W BASF, PLATE DO NOT USE AN 4hd?'.ACi WRENCH, s 12 96 j} 2-a+" 4 i t G•,!C.;.E,TE. i / S/5Sly12%B _ -- DO NOT USE AN I!PACT WRENCH. � � �''� SFtALt S!T FLUSH At AR $ELFfn -ORILL'.NEG SCP,ESS +IN§ULt� SILL TRACx TO n j NG BY I € (3; a- S/SSS4'15x? S/SS5415x9-SK t5 ' Se, 36 2-1" G ` 1,„ r v ( r•"^ , LEVEL ON NUTS, r c:CNE g PROFESSIONAL ENGINEER . . . — -- s HEAVY HCX ,.TITS An- MANDATOR � / o e+� at o1 s 0 RS, TYPICAL FLOCK � RM EA ti SIDE. LC....f_R TO PROI",DE ADDITIONAL SNEAK S/SSWIBxl1 S/SSWI8x8 STK 18 96% 3J 2-1" _M.,..,_,.-._......u_:.F P <' 0E51 ,_................... .._!__ J TRANSFER AT S/SSS1'LOCATION A5 NECESSARY, 'o _ ......_..,_.___.. �,___ _._._.__...e....._._..._e a o 0 0 5/55'd4i,xH S/SSW2;x8-STK 21 9i: �i 2-1" 12 c ca a.= SHEARr ; ^ € DESi"NER � I, r- M - ? EE SHEET SS%`I OR SSWIA in7 R::f`{;.";>!FiLE F 'i I �_ TRANS, .^ 33 "IL (20GA) MIN, CFS STUD BLOCK,f EACH `• TT<A:r ER ad _ _ I€ c c rt . . �t. E � � S/SSW24x9 S%SSdh'2hxP-STK 24 965g 3 2-1" 14 e „.; � ": ANCF,CRAGz SGLIJTIr'NS HEAP.'. ?::AN,,.'ER E € QES!C".'ED �• SIDE OF ABC?}"R ROD AT EACH END OF WALL [ !€I tj` S/5SWI2%9 -- 1 1r< 3),2 2 !" 4 rE is ..t ,ARDUIND E A`.:EL � i; E f II ON C ' cl C,'C`>i k - TK a z„ • 1. „ ! R {:ISTLR,,O E'_.l€ N FRu`iS,">€t ,1 Ct.AF€L A� .-"' p` _ C- LT' OTHERS f {)�1 {(Ij �EI i 2 i r D F WA ON . . S/SWI1 x„ S/S Yl. y a ( 15 1D8% 2-1" _ 6 S R'1'T '3` MtE YnE7cILc -- j - - CiaL{.F ___........,......,_.,.,........_...__.»-..-"l-..".,,.....,.. ..__.._.._.-_....................�...,», .._.... ,_.,.,.. sky G PE, ^, To I. v - L WALL " !i Y+ L �C 2" }' �y',.d 6>` Si_,oAtBx+3-a,tC 18 li,=t".x5 ..,!;� 2-1 � 9 ! ---'`-..'"�._,.�._�.,.,�------' cC}l7 SPEC!-,IC Ct^.rJ'"ilr. i S j+l '� ,i � Y,'§.., t;,r,r� r>>'",:Yr= b I r Ii SSSV„1%G SIS51l2ix9-S K tt 1`v i4 ," 2-1' 12 E H Si'4'SVYv4r.9 S/5SN'24r.9-STK 24 i 1GB S, ;,14 2-,- 14 "' .%''l° 'il ' CCU"f.ER NUT AND fx a -0y e t �'2�._SSSV,12-�1�KT EACH KIT CONTAINS, r , _ Y S SSW STRONG WAIL ON CONC RETE 14 — _Ll1 ,_,� ; , SHEAR TRANSFER PLATE S, SStt x. S/SSt,.SxiQ S:K S : t'G`. 31, ®2-1" E - -- L TL®READ.D RC'f,S ) _-_.-_. ......." _. -... _ m ... — 15 SSW15-1KT .. _.._. , + r: T' !� + E €t;ri +' (witn 1�14 SCRE'tri1 WS/5554'tEx10 S/5554'18x1C=-STK 12::`e 3Y+ 2-1" 9 PLACE.STEEL STROfi{;-W'.AL C>" } P FE t S'E `.HE.-T 3W'i (:NC1.t. J WITH a .� j F - S L SSW, ,4J-. SEC T�N A SSW'_-,KT / e c, 1 S/SStv21%1 7 S/SSW21x1G-STK. 1 I i C slz 2-1" I 12 GIER THL" ANCHOR BOO TS AND SF::U^:E 41*{ G!'. SSW't.i FOR ) �� , 8 S1Y1$-lit_ (2) �<" 16" ps 1`Xt€i" S/SSW24x,0 S,='SSW24x10-STK 24 2,G ; 31F 2 1" 14 rA'•1' HEX t4U S REV! j, s SEE S's ET SSV;`: {�1R� R uTS 9 A } .__..._ S',z U`:�A,,,> „ t 2E SSi4'21-'KT C,fIF'LE S1 ?iSE Ih" PRENCH/SCCK?_" FOR N:JI, USE - OR SaYv1.1 FOR INTERIOR (2) HEAVY HEX NUTS € INT I € 1, S/SSW'MODELS MAY BE ORDERED IN CUSTOM HF:IG€ITS. TO CRDER, ADD 'Y' TO 1 Y' V."?L':CNJS :s:El - ANCHORA"E ELEVATION 24 SS)N24-1KT INSTALLATION INr:TRUCTIONS 1 REGPSTERF:D QFSI ':J PROFCSS'ONAL dS 1 2 2 FiGOEL AND Si ECIFY HEIGHT FOR 1"liL1T. N ITS C"?`.l BE 5\§! '':C T }C P",i SLUT^N`=. / / O 1 ( IS t^.tril'FTEQ TO ?.T;1^!FY DETAILS ORDER FIRST FLOOR CONNECTOR KIT SEPARATELY, r� 7 USL AN iMPAC= aYRFL,,H.I (EX.AMPLE: Sj'S'ast''12x8X, H=95"} R SPEC'" o^ E FOR . { ,ev !TI "JS. t.JD°'.L 55W_ 1KT. £X.AMF'.E a N:€-1b:T .;.! 2. SEE SHEET 55lt'i OR 5SSY1.1 FOR A.".C'*GR,4ic cn.Ll'!''"`;S ___.__.,_...........e.......:............._..___...__ 3• y" OR #14 SELF-ORILUNG SCREWS (NOT PRO"OTIED). _____ __._- -----_ o ,a a+ fiF+EA.R TPANSFER PLATE It, , , "`- - _ ALTERNATE 1 ST FLOOR C FS FRAMING ( 7 J14 SCREV,'S TO I . NTT§, SlSVSTRDrdG N"AL. _ ,. r 3.i ALL 2LCxa MIS:, cFS C WITH ,PR lKT) i Wr WALL PROFILES 2=t3 uR1' SIC_,. ---- _____ 41',TFI SSW -1K') .� .€,. RI}! TRACK 43 STUD BLOCKING EACH SIDE c1-, rE R,G`sJT ED DE.:iIGN PROF F$SIONAI" -- vw. (18 GA) F!'i. CI ANCHOR R AT EACH PF:Ftt!ITTED TU` OLi!FY QETAit-5 xrxx x { END OF WALL.O __.... _ .. ..,.,._.W, r:,:r FC'R r;PEC?'IC [rCIN',:;T€i.NS, „ , .. A TRANSFER FLATS' 2 al,..r SI,., , ,.,, r* A.'v�° � ,�rLE_., IIE:+>i_` SCI, ;"> \II �� (r;-::)','li,:..t) N"tT:a, cS>t@'....-.'t.E�. � ,�. 3 - ELC1=�) `S: �•:, '� CLIP SILL TRACK :S FF=; €:C.D 10 , \ I €rti,>:AL.L. S€^ ,a,h 11Z,+NSFER FiATE. \a' " .^�I" " a `° 0 6i r,5"k21 rf-..I.,. I GRIP 5{ TRACK FLOOR FRAMING AT u, � NEW DEN ADDITION pr� 1� tFi i m # , _,eLS-., ILt!Nil-, SC::c+t" v ("" __.._..____. __ , FS •§ AS REOhREI}TL? 2'-O" OC MAX. WHERE u e: _ - 3- M!L. (20 G.A,) Rt:td. C 1 r`UD BLOCKING EA%`i ` e II4STALL SHEAR FRAMING IS PARALLEL a o --� N01 PRCDVIDEO? `SEE - r ,.'? 4 TRANS[R PLATE TO WALL, INSTALL S/SSW STEEL STRONG—WAIL MODELS 1 - Y j— .DE A,N :,, ROD AT n^ � B a> 1>+ <t`?R Ci A`TF:.. a- 'POCKING WITHIN THIN 6" OF 0 �4 .,.:, `'> EACH END O,_ WALL., - ¢'1G SELF-DF.',LINC _CREWS INTO SEC TON C ---- \� R€M TRACK - ' � EXTERIOR Rlt+ (SIMTSi"d FPHS"'3451716 EACH END CF S/SS'i, �� 500 Glenn Road 43 MIL (18 CA) )A',, 1 ELEVATIC�tJ RECOMMENDED, NOT INCLUDED) O�KIPJG EF , SHALL B! C r r v 1 -- SE MATCH FLOOR FRAt.\-,. - 5+,AR TRAti FER BY OTHF;,,S „__----,......... Southold NY 11971 4 FOR F'Kt 9 GUFN`iTY �u c r ', (�:€.+' L+r-.:• .,:+v.ni F;,•, _.. _?� f: _i Flt?t7ls_AT.,E=S t,:Ak+IUG_?viT,___ e i, USE CrS FzRST-FLOUR ,A;,LOt4EAFz_E LOAD TABz_FS FROM THE CONNECTCRS :� •• ) /€ � F;.'.`E Q'i:§:AR >La,,...? FRAMING Sf"A .7 �x i ,:.:_J',,TF',.'sx`,d e'•,;. y ,- znr rr. ? J -`0" U A?AXIMUI1 !4 AM'!'C FOR COT.D-FC`:+,`ED STR,EL. CC'NSTRUCTION CATALOG FOR THIS `+ C 'HERE F? c Y HOLES TO ATTACH ATTACF< TO TIP F"CK V:TIi f �" N iA•i.LAT§iAv'. r- e OPP^Y,AL CLOCK€NC>OT - I7 'I:I=,'' j'a, #14 r g ; c,,- L PPr",R;1LL L TO !t'ALI.. s,,,>,A L FULL 4',.I€ O SE M.1 !„iUI ON-CC°J,:RETE u €;CJ:a r •" .,ELF-;,'I 'kC ..C•.EV,'S __., I , , 1 , t, t,y Cr '', 1,14°E Ai.TF.-';A1F: Q„7t„ +" T AC='E l �� ATTACH 0 TOP TRACK WITH/• OR 14 ;- + l DEPTH JOIST BLOCKING 4t Ti,!:\ 6" � n FRAMING I+°€ : (NOT FRvbICED). _.E SS't,�.I , ALLOW,BLE LOADS, - •_._,.. e EACH. END OF STEEL. STRON^•••W'A;L. ' �•- (;' SELF-DRILLING SCREWS (NOT PROVIDED). FDR C}J.AN7tTY - t 3. FCR Ti4'O-STORY STACKED STEEL STRONG-WALLS dt?TTi CF5 FIRST FLOOR. REGISTERED DESIGN r STUDS, ( ¢- 1/ c i O % BLOCK:N;; DEPTH SMALL MATCH FLOOR F Y-- -,. PRE-.ATTACHED CFS IDS, § I LE SSW2.. FOR QUANTITY. USE AL.eRNATE. DETAIL '7, PRO IS PERMITTED � r I rIRST STORY STELL.STRONG-5'rALI. FRAMING DF'TIL �r ) 9. _ <. REG=STEREO P_SICN PROFIESSONAI. SHALL DESI;"N FOR SHEAR TRANSFER FO MODIFY DETAILS FOR 33 T.,q_ {2O GA) ,I,, ,., -. STEE€, STRING WALL (S/SSW') t /SSY-el'F') F'`:Ott tl6! TRACK 7'O SILLL. TRACK AND S:.Ie TRACK TD FC'"i':DATEON. SPECIE!:"°�� L' . CONDITIONS. .x HOLES PREDRILLED IN I ,, OPTIONAL PLOT HOLi N/A 5 TWO—STORY STACKED FLOOR SECTION 8 FIRST FLOOR AT CFS FRAMING 10 PROJECT TEAM: STUDSFOR WIRING. .r.r..__ e_. _�.__.............. _ -_ ___ __._.......""._.._._.. ..__._.__„ ,_� ,_,______..r._..._._._._........,__,,,...__._,."..___.._.............. o a€'•.ol,o E PREFABRICATED HOLES IN S/SSW PANEL. DRILL .^�.' f.:!AME`�R H^_E .- PLACE S,fSSat'PANE(_ OVER { I I"III VARY WITH EACH. At,^,;L ATTACH TO TOP TRACK ADDITIONAL 1.X' DIAMETER HOLES s!i°I'I J ( c ) "� 64" 'Y" OR k 4 N NC`C 2`x2' MAX, I 17 THREADED RODS .AND SECURE WITH :. <,I° ADDITONAL CUTTING O, S/SSW' PANEL OR r"; ` SFl AIMING 8 R'M JIST. �, flEA.b'1' HEX NUTS (PPOV'i)F:v), U5E', MAY BE DRI LED iHRU C:FS '?F IE 4,, fN!.AFG€€ Of EXISTING T3hlG NOL[.5 NOT F-DRILLING SCREW + 4 T R NUT FLUSH WITH, - s° STUDS AT ANY HOLE LOCAP:ON r?'_: -_ ._€ PROVIDED) TO 0'tt l y" NSEALL Ba SNU FOR 1"DO ---� E2'(1�; C�+ c NO E MATOHING AN OBROUND HOLE IN II.•' TC>€ OF NEATrti^:^. I55W' a�io[c NUTS S€?ALt. BE 5Nti•G TIC=HT DO .... I' s ' OPTIONAL 21y" A HOLE (FACTORY 1NSi.ALLEO,. BASE PLATE SHALL. SIT � Y » "� Dens ner/�uilder S/SSSt PANEL FLANGE. I II dd 1 NOT USE AN P1.r.ACT WRENCH, �y AYAILAP+,E FOR THE. 18", 21" AND 24" WIDE "ODELS. FLUSH A LEL'E:L ti NUTS. lam' P'ILLI':G SCREWS tr7 V? ....,..�. t 1€1A'{ + r 4 ELECiFI.,A? BUSHINGS AT ALL A,..:AC>;:NT I €' ..-__ I ( h\... ;l. 51�L RA...,K TO R€:i EACH _ ROLINO MECHANICAL HOLES, FRAMING B'? 6,I-I F sirrr` :3t's r• SIDE. 1 J • ....I. x�.; +»�',' i I': " QIA!tiFTER THREA.�.,_O � Q � _,_ i1'+'t, ,.M, DT,'_:r5, 7YT ___ _.._,.._,. I F,CDS tc'R01rL:ED tt1'T}'. 33 MIL(20 CA) MIN. CFS � ___._ __.___...____,__.. .__ la„vAR; S/5SW SSsr,_2k;r} STUD ,.: {.nl.,, EACH !„w ' - Lij Li' RIGAS CO REGISTERED DESIGN P FESS!,FNL l -"�uw STEEL STRONG-WALL Of' ANCHOR ROD AT EACH � .G . 0 fS FEr L!I'TED TO tt ': Y QETA!i_5 <' y 1 OR 1 ALTERNATe It ;'IE7 0?il{: AT G" FLOOR _ .ND of ss.ALt, (� 22260 m y 11957 _.,. FOR, SPECIFIC CC IN" _ °, '. 1A ,.,3 __a,I F 8022 -_— __wF f 1'= y - DR,!; 1&' L,.AX D'AVETER �(c Z �f -- �.�/ - ___-___.......__._ ___ _ HOLE !ra TOP TRAck; FOR � t�6... � W 631 323 H, THE AI,LOst'A S "_€�-c �. i. d LE EC N. T=,>Y� u;7 `� RHOS c@rigasco.com SINGLE—STORY S/SSW ON CONCRETE 2 d; II f ,HEAR DADS ASStJ'dE A ,,%A I,TSl.J i f A TAC.ti _u`P C' stss4V' iO ��C� ! JOIST DEPTH OF 14". 1 Z T F' TRACK tt1iH Yi OR �`4 _-_.,... PLC)' l _......_._... w,_,. SELF-DR!!€IN;^ S'REWS GES s PR.,u=FESSKJNA I . �� J S/SSW-ST( [ " + 1 ` f IS PERF!:T1ED TO MODIFY DETAILS § � `FJr? FFC;'^ FOB ° w ILL MCCEI_ REQUIRE ` (j FC'R SPr,)F;:, CONDIT?CI°:S. p - P , t t (FACTORY s BOTTOM (PROVIDED W?TH ! J � ;IEAQ ; µ=v ' ~ Tw INTEFiOR ELEVATION SSW_2KT). N:7s SHALL. ETA. Engineer INSTALLED / I '-r.- 'E." TICW! NO" r , , - t, € r ^ nE S4;'AR li:'tNSFER L:'t"TE AND t+i, IA=;rA{;T st`RE`<;,.3-,. T €t� � ..'.€T.I -. r—C'G'I' S 'r - ' I`,I ORQER TotIID_`S>CRY T,D 'I c r , II . ° 'J'F t ; ` '` 2KT' Joseph Fischetti P.E. STACKED WALL. of o o?!a TRACK p I I 15 M. €. fl j ,A SE€.F..,)I, L'N0 SCREWS INTO 431tL 8 x o v''C•^ l .�..... I At'DDEt. SSW_-24T I F--1,,w_....:•---_ __..._...._1.._ F:IM (c:5,4'„,^1 e'PF1S^34C101€� GA?, AtIFi. . '�" „_. OX 6, Southold NY 11971 I 1 r ,: .,. - r aI t' 5,...- ... €-21 € T_.._..1k.;,—' " `y'EQ. NC>T 3`i C L'i` O'. '� �I �\. `------ I XAMTI.,,.. e4 1- F°T RECO,>.p+?. , �..,. —� � N/A 631 7652954 _--- 1 24' C h I r rr.t a 1. 1. STEEL STRONG-WALL"SHE RW+LL IS MANUFACTURED AND TRADEVARKED 8w*S:M SO S RONG T`E „_,_,__ xr` __.,,,, COIL` INC," EI Y P t j,�� x` ( 5956 W. i_AS POS T,AS EL`.O. , PLEASANTON> CA 9458-9 TEL: (SOO) 999-5v99, FAX: (925) 847-1597. i { �Q� ��`+ "S+I"TI'ON ST^1:}Nia-i`E' COMPANY. INC," IS AN §SG QDDI REO!STFRED COMPANY. FIRST STORY WALL: / G(G=Iu1, __"_.,,__ �% `a(�,/y O� Q, AGO -STK TO MODE:, f �.€.I.i + u« ..._„il......._.:,...'._.., c°tr'r,_f 2. LOSE OF THIS PRn"l€"T IS SUE7!ECT TO THE APPROVAL OF !PC LOCAL BJILDIN"C' DEPARTMENT. � �Q.QT� c�`j y p !I 3. THIS PRODUCT IS PART OF TPE OVERALL LATERAL FORCE RESISTING SYSTEM OF THE SERUCTURE- N,S...sE. SEC TIO� Ei _ 7�€s +. n +,ES"IeFD €= DESIGN CF THE F!.!IL QING'5 LATERAL Fr'REC- RESIST;" SYSTEM, iNCLU€U''^sC THE LOAD PATH TO �,I BY (DTHfiS (LIPS y>;r JC'�a: r T 1 t••!`^•p' RATE. - :i� • r 11 o f` >3.->N_ E LATERAL FORCES FROM THE ,R...7UR:_ O THE GRO'!Si, IS THE RESPONSIBILITY Ot,.c LtTY OF THE ( D S/SSW'1%9-STK I l i r 7 (, a d` J SPECIFIER, j T;,'LO-STORY STACKED iVALL C U'1NEC TI0N KI I ,E 4, ENGiNfA..R OF RECORD IS PERMITTED TO MODIFY DETA§I S FOR SPECIFIC CONCIT)ONS, SCALE 5, CONTRACTOR 5^=ALL. V ;FY A.!_L rgc,c niE a;c, O N.T.S. _ t NSIONS, CON .TI . . ELF,VAF!'NS, E7{;. PRIi1F. TO T_ ry C'I:. Y� ;COMP STRJ s4.ALL STEM° IF ANY DISCREPANCIES CHECKED, ri f ( ' ( ! -°..,.. JSTAI_L,ATlt:hf t.,' :4N1'`COMPONENTS FOR Tt E STEEL ^_ S?' rr= t,....._._. A!' E'u I'j ART. FOUND, THEY SHALL BE BROUGHT i0 THE ATTENTION OF 711E SPECIFIER FOR CLARIFICATION 15 3SSW;5->21 EA K€' CiJNFs!!J:a; .€. -e GR€OR TC! CONSTRt;CnI�N. r 'L=r rA.r,n SHEE?' 1 l l_,.:x. _.. 6. €NS1ALLATIGN OF PRONCT SHALL B,_ DONE IN CC'NFO,t„lANCE TO THESE DRAVI^NGS, THE - -{. - (,) SHEAR TRA,•SriR P;.ATT PERFORMANCE OF 1,101)IFIED PR F-iS OR ALTERED INSTALLATION PROC,EDUR,__S ARE: "HE SOLE 18 ,';WISP..21(T (Wirt «!4 SCRL'vCY I r Y; P; r1•> €c•� I EXTERIOR R'S'L�N_:IF L.ITY F : L- SPE'C!F,K. [� PEG'S7T:'<.O DESIGN I- 1"X43' :ri :.ADC!': E2 0 M n c YS�rr Wy�1r2 q - - ------`-- cr• cc 4 {>>^.5 7, 511>Si,t ,1'FC,I%>-TIP'COMPANY", INC,lhCRES.,R'I S TH>' RIGHT TO GiANCE SPECFIAT!ON5, DESIGNS, AND t7�7YY2. i Q 4 OR a € P, Fs„>SIO`fAL !r. PER':IT <, �;SW^l-2wF ELEVATION Sca G as Noted A361 IaJLE:LS t4"TH{; T'ri01!CC CR L!AEi'LITY FOR S'+JCf+ CHANCES, ALTERNATE A ``J TO MODIFY DETAILS FOR � 6) HE:.A,Y HFXti_'T:; I 9, ALL HA.ti^t6'Afv: CALLED Gi€'I$ "alMf'.StN STRONG-PE. S'r 0Fl^ CONISIT i tiS. W 24 !'Sst'::`__11K (F; to IS A SHEETS ° ' TACLA...N fFJ RJCTI„ J , CY SHEE S N A 3 TWO—STORY STAC KED 5 SSW �C TWO—STORY STACKED FLOOR FRAMING 9_ NOTES 12 .#"1. — — A10 AMENDEVIEKIT R I G A S DESIGN/BUILD South Elevation Joseph i=ischetti, P. E. PROFESSIONAL ENGINEER Ll L-. [==J 11/21/23 NEW DEN ADDITION & DECK 500 Glenn Road Southold NY 11971 Nest PROJECT TEAM: Elevation Ty I I 1 1 1 1 1 1 1 Designer/Builder RIGAS CO 22260 main road, orient ny 11957 631 3238022 c@rigasco.com Engineer Joseph Fischetti, P.E. 1725 Hobart Rd, Southold NY 11971 631 7652954 F.ast Scale Elevation .. � ; Al 4 I I I I I I I 1 1 1 1 1 ! L I I I 1 11111111 All windows in new addition, 24"Via"Bigfoot"Footing, 15T FLOOR PLAN Andersen 6XVg15 Casements Min.36"Below Grade Double 2xb between each window (36"x 60") RIGAS 22'4- L 82" 82" 82"— -��- DESIGN/BUILD concrete slab for \ (2)2x10 AGQ GIRDER \ (2)2x10 AGQ GIRDER \ (2)2x10 AGQ GIRDER / \ bottom of stairs (3)1 3/4"x 9 1/2"LVL Header Joseph Fischetti, F.E. v UP New Deck Igo PROFESSIONAL ENGINEER 22' 10" x 12' / \ , \ Q Ledgerboardtobefastenedtobuilding with New Dining New Den Existing'12"x 80"sliding Door Ledgerl-OK screws(2 screws @12"oc) to be removed. New Bilco door to access \ Header and Framing to remain. z new basement. pernng Eo�retrimm� d 11/21/2 3 New Andersen FWG 50611 (60"x 80") into a cased opening. In existing opening Remove existing garage entry door, frame and close opening Existing Existing Existing Existing Existing Garage Living Room Dining Room I Kitchen Laundry NEW DEN ADDITION I & DECK L 500 Glenn Road Southold NY 11971 146" PROJECT TEAM: Designer/Builder RIGAS CO Existing — — — — — — — — — 22260 main road, orient ny 11957 Existing Bathroom 8080 631 3238022 Bathroom c@rigasco.com 1. Remove existing Enclosed Rear Porch. Existing 2. Build New Addition for Den/Dining & Unroofed Deck. Bedroom 3. Match Basement Heights, Match floor heights to existing 1 st floor. Engineer 4. 2x6 DF#2 wall framing, 3/4" COX Plywood Sheathing, covered with Blueskin and Cedar Shingles. 5. Insulation shall meet or exceed code requirements 6. Ceiling to be vaulted to follow roof line. Interior Walls and Ceilings shall be covered in sheetrock. Joseph FISC1let 1725 Hobart Rd, Southold P.E. NY 11971 1. Exterior Openings to be max U 0.3) 631 7652954 Existing 8. Add new basebooard heating for addition off of existing loop feeding kitchen. Bedroom q. Electrical as per code. Existing Bedroom GUTTER5 AND LEADERS OF NEWADDITION TO DRAIN INTO NEW 8' x 2' DEEP DRYWELL A5 INDICATED ON PROP05ED SURVEY BY KENNETH WOYCHUK LAND 5URVEYING, PLLC Scale 1/4" = 1 ' . :, --- 1 A2 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT AT 8'-0". EXTERIOR OF FOUNDATIONS TO BE DAMPPROOFED AS PER N.Y.S. RESIDENTIAL CODE WITH A BITUMINOUS COATING. 2).FOUNDATION TO HAVE 16 X8' CONCRETE(2X4)KEYWAY IN FOOTING. FOOTINGSTO HAVE 2-#4 CONTINUOUS RE-BAR.ALL FOOTINGSTO RESTON FOUNDATION PLAN UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). 36' RIGAS 3).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING r 1 WALLS. r J I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DESIGN/BUILD 4).PROVIDE 2X6 ACQSILL PLATES UNLESS OTHERWISE NOTED.SILL PLATES 1 TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD SILL GASKET. I 5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I 1'-0"OF CORNERS, I I o Andersen CX14 Casement Egress Window INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A I I and window well as per R310.1 MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO 24"Dia"Bigfoot Footings, I I New Basemen:, Match Height I ( e BE ATTACHED TO SILL PLATES WITH3X3SQUAREWASHERANDNUT. Joseph FIschetti, P. E. Min.36 Below Grade to Existing Basement 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE BLOCKING AT8'o"o.c.(MAx.)AND MIDSPAN• I I a I PROFESSIONAL ENGINEER UP I I #4 Bars @12"O - - — - - - - - - - - -- - - - - - — - - - - - - - - - —� s — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — remove existing hopper window and —1 r — — — — — — — — — — — — — — —- I Existing Basement keep opening as 36"x 20"pass through I I I I 1 1/2 1/2 3 I I I I I WALL SECTION NEW DEN ADDITION 2X6 ACQ & DECK COPPER COATED ° 3 1/2"x 5 1/2" ROOF PLAN TERMITE SHIELD 0 SILL PLATE Post to Ridge OVER #4 SILL SEAL REBAR 500 Glenn Road - ° Southold NY 11971 5/8"dia.ANCHOR BOLT p i GRADE TO SLOPE w/3X3 SQUARE WASHER AWAY FROM BLDG. AND NUT(TYPICAL) ° ._i ._I— — 2x8 DF#2 RR @ 16"OG 2x8 DF#2 RR @ 16"Or, D I _ PROJECT TEAM: I #4 REBAR 12 8"PC WALL CLEAN_� I X x Designer/Builder o FILL — D c RIGAS CO BITUMINOUS COATING .- 22260 main road orient n 11957 a 631 3238022 #4 REBAR c@rigasco.com 1/2"EXPANSION JOINT 4 ° `' r 3 1/2"x 5 1/2" ° 2X4 KEYWAY o Post to Ridge 4"CONC.SLAB ~. � t . 4 , ------COMPACTED ---------- ' __ o 8' Engineer - — CLEAN FILL -- __� _ -- Joseph Fischetti, P.E. (2)#4 CONTINUOUS REBAR 1725 Hobart Rd, Southold NY 11971 631 7652954 n n 1 14Ir li® �r ( ilrl � i ® i I � I I li III II x«G a+eEDxwr�m 1. APPLY 3/4 THICK FIR COX 5HEATHING OVER ROOF FRAME 1 I 1 i 1 II I I ' ` I I bM•MA 0.YAxIW t' � ' r/ j ! y!'NWED9AIHING I y I1 1 .xxD Scale 1/4 1 2. APPLY METAL DRIP EDGE ON ANY UNDERLAY ALONG RAKE EDGES AND DIRECTLY TO DECK + 1 1 ALONG EAVES °rflEx'mM0°D�nleose, WVOGY9LL 3. USE ICE & WATER BARRIER UNDERLAYMENT WITH ASPHALT ROOFING OVER ENTIRE ROOF. TYPICAL WINDOW OPENING PANEL SPAN EQUAL OR SMALLER THAN 44 FEET Ue mu Is.oc I i ( 11 I ' I I i I I I I I I I xn.exxeunrxr,ewm YLL DOOR OPENING 4. SHEATHING MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT PANEL SPAN GREATER THAN 4 FEET _TeLL nYiV00D " 6 ru�aw,nf ww"c AND EQUAL OR SMALLER THAN 6 FEET ax wiwxvFD eDlrs w,wwwws �� um xurs a ry oc xa IDwoDesaexs A 3 aurDnxcxox w"x rac TYPICAL NDWALMULTIPLE OPENINGS 5. INSTALL ASPHALT ROOFING A5 PER MANUFACTURERS WRITTEN INSTRUCTIONS. PANEL SPAN GREATER THAN 6 FEET AND EQUAL OR SMALLER u.�O10'� .xOpx I6'O< THAN B FEET ��e+�a+��" WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER SEC.PROTECTION ALTE OR WOO STROPENINGPROTDSTION(IFNOTUSING HA MPACTGLKNESSO 6. GUTTER5, DOWN5POUT5, DRYWELL5 TO BE INSTALLED AS REQUIRED. GUTTERS AND W[NDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.EREFER TO L OPENINGS 1S MUST 1AVE DE AND TABLE RE UPGRADES OF N.Y.S.RESIDENTIAL APPLICABLE. DOWN 5 P O U T 5 O F NEW ADDITION TO DRAIN INTO NEW 8' x 2' DEEP D RYW E L L. CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWING S USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENCED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS RIGAS J;G— ENDWALL RAFTER CRIPPLE STUD — '4'�l-0 WALL STUD BOTTOM PLATE DESIGN/BUILD HEADER RIDGE LEDGER BATHTUB SIDEWALL DOUBLE JOIST JACK STUDS4 RAFTER FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS Joseph Fischetti F.E. CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP PPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 I LS26 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. E FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE PROFESSIONAL ENGINEER 2X10 LS210 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND METAL STRAP LOCATED BY CONTRACTOR CRICKET AT TOP-SIDE OF RIM BOARD HIMNEY VENTILATION CHANNEL RAFTER AS REQUIRED SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN " VENTILATION SIDEWALL FLASHING FOUNDATION WOOD JOIST -," - TOP PLATE BLOCKING FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS®48"OC BARRIER TO LAP FLASHING AT WALL -- MAINTAIN GAP 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND ATTIC SHALL BE PROVIDED WITH A FASCIA 11/21/23 FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING MINIMUM NET FREE VENTILATING AREA _ WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'0" O.C. �.'� THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- ONTIN4 . SCREENED VENT ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT EXT. PLYWOOD FLASHING TO FORM CHANNEL OPENINGS OF +/+ INCH IN DIMENSION. / INSTALL 4'0" O.C. AND SO AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 1-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL N ALL OPENINGS KEEP ROOFING NAILS OUT 2ND. FLOOR WALL I OF FLASHING 1p ROOFING LAPS BASE FLASHING 4 INCHES NEW DEN ADDITION L'L9 BASE FLASHING WRAPS CORNERS, RAFTER EXTENDS UNDER SHINGLES AT RIDGE CAP OF SAME & DECK SIDES 4 INCHES AND LAPS MATERIAL AS ROOFING SHINGLES AT BASE MIN. 4 INCHES NAILED TO SHEATHING THROUGH VENT ol WOOD JOIST TOP PLATE 500 Glenn Road 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS®48"OC SIDE WALL FLASHING GIRDER/HEADER PROVIDE EDGE Southold NY 11971 - AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, LLS• WOOD JOIST FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PRO E HEMMED EDGES SO WALL STUD AS TO FORM DRAINAGE CHANNELS AND RAFTERS INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION ON ALL OPENINGS PRE-MANUFACTURED KEEP SHEATHING MIN. -1/2 INSTALL 4'0" O.C. RAFTER/PLATE RT75 TYDOWN ANCHOR CONNECT EACH RIDGE VENT FOLDS 1 ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH OVER RIDGE TO FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. CONFORM TO SLOPE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8 RAFTER TO PLATE AIR PASSAGE- 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS PLATES TO EACH STUD PROJECT TEAM. DBL. SILL PLATE TERMITE SHIELD I �"-- SILL GASKET t SUBFLOOR TYR. CONC. FOUNDATION A ` CONC. SLAB , NEOPRENE ///-WOOD JOISTS DAMOLY ON EXTERIOR GRANULAR FILL OOF EXTERIOR 6 MIL. POLY + , _ V, GASKET 6MIL POLY •"� // 2x6 /2x8 CONTINUOUS WOOD PLATE Designer/Builder V . �y ' STEEL COLUMN •• .• �•p + I BOLTED TO STEEL BEAM WITH •0 > ,. a I ,4 1/2 " DIA. BOLTS®48" o.c. STAG. •Q • CONC. SLAB •p 4•+e ` ROOF JACK �� . STEEL BEAM COMPACT FILL RIGAS CO • ^ \•O ANCHOR BOLT EMBEDM POURED CONCRETE: 7"ENT: � 4" x 1/4" x 8" STEEL y + p e ^ + BLOCK WALL: 15" ROOFING LAPS KEYWAY FOOTING e+ p C,0 FLASHING AT ,�•, TOP AND BOTTOM PLATE 22260 main road, orient ny 11957 a CONC. FTG. p "a0•p ate' SIDES AND TOP WITH 1 2" x 6" ANCHOR BOLT ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS / p 0 REINFORCING BAR (USP LBPS58 OR BP583) 1/2" GROUT 631 3238022 /8" DIA. ANCHOR BOLT I I I a@rigasco.com DRAIN TILE p ANCHOR BOLT CONNECTION FOUNDATION 3" STEEL COLUMN c I 1 SUPPORTING MAXIMUM PA IN FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATION 1 STORY 72" OC ROOFING AT BOTTOM ' CRAWL SPACE OR FOUNDATION TYPICAL GONG. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" GONG. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC Engineer SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL SL AB LAB SUBFLOOR / X6 WWM I r— DOOR FRAME Joseph Fischetti P.E. COMPACT FILL , GARAGE f DOOR G _JOIST 1725 Hobart Rd, Southold NY 11971 USE 2X8 STEEL BEAM FOR BLOCKOUT ' P.T. PLATE 4" SLAB I 631 7652954 ' W/6X6 WMM \ SLOPE 4"DRIVEWAY ' 1/2" AIR S�E 1 Q • e NOTCH JOIST AND ADJUST HEIGHT ' AT END AND 7 1 2" (WITH A NAILING PLATE IF NEEDED) GRADE a a-- ---ar --• • ,j,t 4 ES OF WOOD • • •� ►. TO BE APROX. 1/2" OR HIGHER THAN 'p ,�;•p �!• . e • C •" 4 ' t BEAMS e`� O +e' 0 •� •. STEEL BEAM TO ALLOW FOR SHRINKAGE O • '0 e (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) ' 6X6 W.W.M. � C � � 12" • e C 2e O � - -;- - �•- _ - a• a -ql •. MIN. :`,s : • •• aA•p 4,4•p aA,• Q REINFORCING BAR + !`NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM •a a s0 O —SUB FLOOR • NOTCH EQUALS 1/4 DEPTH OF BEAM + • • •'+e _ •O • REINFORCING BAR •• 0 e e•e . • II-II DRAIN TILE �I 12` O�, s _ �_�101ST SHEET METAL/ 30# FELT UNDER BEAM AT POINT • d 11A C a • OF CONTACT WITH CONCRETE OR GONG. BLOCK Q1 STEEL BEAM TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH 2 y4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. . �. 3" O SHIMS TO LEVEL BEAM PLATE (BOLTED TO BEAM) REINFORCE FOOTING WITH (2) //4 REINFORCING BARS. � 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT BEAM POCKET l sv .: � �.. A4 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS 4"MAX. GIRDER 4"DIA.MAXIMUM DECKING DECKING EXTERIOR e-,_ RIGAS WALL DECK JOIST DECK JOIST 2: 1/2"DIAMETER LAG SCREWS, THROUGH DOLTS WITH WASHERS CONTINUOUS PUSHING,EXTENDED 00.5'LEDGERLOK SCREWS PAST JOIST HANGERS,CAULKED TO (2)1/2"GALS.OR S.S. DESIGN/BUILD PREVENT WATER INTRUSION LEDGER FLOOR CARRIAGE BOLES WITH AND JOIST(LUSH ON TOP JOIST GIRDER RIM BOARD CAULK TO PREVENT WATER SIMPSON CBS WASHERS AND NUTS INTRUSION LEDGER AND ANCHOR DECKING 1/2•DIA.EXPANSION BOLTS, �:tom, JOIST FLUSH ON TOP EPDXY OR ADHESIVE(PER ' CONCRETE POST FLOOR "MIN. MANUFACTURE INSTRUCTIONS) • �' JOIST 1-5/8"M MI IN. w/WASHERS AND NUTS A•' r' PIER 5'MA DECK JOISTS '..� •" DECK/PORCH RAILING , DECKING ,_�� Joseph ischetti, •�, r• DECKING DECKING w' JOIST HANGER •;'\. � •, • DECK JOISTS •►•�r• 2X ACQ LEDGER BOARD FOUNDATION WALL a•o,ir NOTE: •��.w.• DECK JOIST DECK JOIST ,. . BLOCK FOUNDATION ..,.r.• JOIST HANGER �nNG PROFESSIONAL ENGINEER FOUNDATION •.i r.� TO BE FILLED WITH !•�, WALL •�;+ GROUT AT ANCHOR •�•j• 2X ACQ LEDGER BOARD LOCATIONS SIMPSON DTnZ HOLD-DOWN GIRDER GIRDER RIM BOARD LEDGER BOARD TO RIM BOARD DETAIL LEDGER BOARD TO FOUNDATION WALL DETAIL (MIN.2X8) DECKING 2"MIN. � 5'MAX. F.E JOIST THROUGH-BOLTS o THROUGH-BOLTS SHALL HAVE A DIAMETER OF W".PILOT HOLES FOR THROUGH-BOLTS 2'MIN. SHALL BE 17/32"TO 9/16"IN DIAMETER.THROUGH-BOLTS REQUIRE WASHERS AT THE BOLT HEAD AND NUT. SIMPSON CC SIMPSON CBS (2)AG BOLTS W S.S. 2X BLOCKING AT EACH POST CARRIAGE BOLTS WITH ATTACHED WITH lOd THREADED EXPANSION AND ADHESIVE ANCHORS ANCHOR ANCHOR WASHERS AND NUTS NAILS TOP AND BOTTOM 12"« STAGGER FASTENERS USE APPROVED EXPANSION OR ADHESIVE ANCHORS WHEN ATTACHING A LEDGER BOARDCONCRETE jIN2WS TO A CONCRETE OR SOLID MASONRY WALL AS SHOWN IN LEDGER DETAIL.EXPANSIONPO$TAND ADHESIVE ANCHOR BOLTS SHALL HAVE A DIAMETER OF 1/2".MINIMUM SPACING AND PIER POST-TO-DECK CONNECTION 2"MIN. 5-1/2"MIN.FOR 2X8 EMBEDMENT LENGTH SHALL BE PER THE MANUFACTURER'S RECOMENDATIONS.ALL 0 ® 6-1/2"MIN.FOR 2X10ANCHORS MUST HAVE WASHERS 5"MAX• 7.1/2"MIN.FOR 2X12 LAGSCREWS 03/4"MIN. LAG SCREWS SHALL HAVE A DIAMETER OF 1/2'.LAG SCREWS SHALL HAVE PILOT HOLES 4•MAX. 11/21 /2 3 2'MIN. LEDGER LAG SCREW,THROUGH BOLT, DRILLED WITH 5/16"DIAMETER HOLES.ALL LAGS SHALL BE INSTALLED WITH WASHERS. OR ANCHOR WITH WASHER LAG BOLTS SHALL HAVE 1-1/2"UNTHREADED SHANK LENGTH MUST PENETRATE BEYOND RIM BOARD A MINIMUM 1/2".LAG SCREWS AND WASHERS MUST BE GALVANIZED OR S.S. CONCRETE LEDGERLOK SCREWS PIER LEDGERLOK SCREWS SHALL BE A MINIMUM LENGTH OF 5".LEDGERLOK SCREWS SHALL NOT 4"DIA.MAXIMUM BE USED FOR MASONRY,CONCRETE,BRICK VENEER,STUCCO,SIDING,OR RIGID FOAM LEDGER BOARD FASTENER SPACING AND CLEARANCES INSULATION.SCREWS SHALL BEAMINIMUM DISTANCE OF 3-3/4'FROM ENDS AND I-3/4" FROM TOP AND BOTTOM EDGES. 24"X24"X12"CONC.FTG. HANDRAIL NOTES: 3'BELOW GRADE All required handralls shall be of one of the following types (ALT.:BIGFOOT FOOTING) or provided equivalent graspability. i_ 1).Type I.Handralls with circular cross section shall have an outside diameter of at least 1-1/4 inches and not greater m 36"MIN. than 2 Inches.If the handrail Is not circular It shall have a perimeter dimension of at least 4lnches and not greater than dimension Inches with a maximum cross section of NEW DEN ADDITION FLOOR SHEATHING NAILING AT 12"DIAMETER LAG SCREWS, ATTACH TO I-IOIST 1/2"DIAMETER LAG SCREWS, dimension of 2-1/4 Inches. 6"MAXIMUM ON CENTER TO THROUGH-BOLTS WITH WASHERS WITH A MINIMUM THROUGH-BOLTS WITH WASHERS JOISTS WITH HOLD DOWN OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN OF(19)Bd NAILS OR 5'LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN 2).Type 11.Handralls with a perimeter greater than 6-1/4 Inches shall profilee graspable finger recess area with both & DECK sides c the profile.The finger recess shall begin with a STAIR RAILING distance of 3/4 Inch measured vertically from the tallest SOLID SAWN DECK 7011DER I1015T5 DECK t t portion of the profile and achieve a depth of at least 5A6 FLOOR JOISTS JOIST JOIST t s Inch within 7/8 Inch below the widest portion of the s sprofile.The required depth shall continue for at least 3/8 1.1/2'SPACE THREADED ROD MAYBE THREADED ROD MAY BE Inch to a level thatIs not less than 1-3/4 inches below the MINIMUM SLOPED UP TO 1:12 MINIMUM2X6X36" SLOPED UP TO 1:12 tallest portion of the cess sh.The minimum width of the500 Glenn Road AWAY FROM THE HOUSE ATTATCHED TO JOIST AWAY FROM THE HOUSE handrail above the recess shall be 1.1/4 Inches to a WEB WITH(16)10d NAILS GIRDER maximum of 2-3/4 inches.Edges shall have a minimum HANDRAILS JOIST HANGER AND CUNCH LJOIST HANGER radlus of 0.01 Inches. Southold NY 11971 BALUSTERS lOd THREADED NAIL OR N70 WOOD SCREWS, LATERAL LOAD DEVICE WITH JOISTS PARALLEL TO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) 16« EQUALSrAGERFDI 2ROWHAN LONG. STAGGERED IN 2 ROWS OPEN BALUSTER ATTACHED TO WALL da " " HANDRAILCONNECTION PROJECT TEAM. • ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH IF BEAM IS CONSTRUCTED WITH 3 MEMBERS (2)THREADED NAILS OR SCREWS AT EACH END OR OF THE STAIRS.HANDGRIP PORTION OF ALL HANDRAILS 6 FT.MIN.EXTENT OF BLOCKING ATTATCHED OUTSIDE MEMBER TO THE SPLICE END;SPLICB SHALL BE LOCATED ONLY OVER SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN INSIDE MEMBERAS SHOWN. INTERIOR POSTS CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE ATTACH BLOCKING TO DECK WITH 1/2'DIAMETER LAG SCREWS, BEAM ASSEMBLY D FAI L Designer/Builder 70d NAILS AT 4"O.C.STAGGERED THROUGH-BOLTS WITH WASHERS OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN is DECK t t STAIR TREAD JOIST ; ; RIM BOARD RIGAS CO THREADED ROD MAY BE MINIMUM I-1/2"THICK FLOOR JOISTS SLOPED UP TO 1:12 STRINGER ' AWAY FROM THE HOUSE 22260 main road orient ny 11957 BLOCKING.BLOCKS MUST (SOLID OR WOOD-1) GIRDER FILL BAY AND FIT SNUGLYL JOIST HANGER JOIST 631 3238022 c@rigasco.com Nil GIRDERIHEADER STRINGER TO DECK/PORCH CONNECTION LATERAL LOAD DEVICE WITH JOISTS PERPENDICULARTO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) Engineer SPLICED JOISTS OVER HEADER/GIRDER CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CONNECT TY-DOWN ANCHORS TO EACHJOIST GROUND WIND SEISMIC FROST WINTER ICE SHIELD FLOOD NAILING SCHEDULE NAIL NAIL Joseph Fischetti P.E. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS JOINT DESCRIPTION NOTES 1 LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED QTY. sPACINc STRINGER JOIST TO: 4-Bd COMMO PER TOE @16• 1725 Hobart Rd, Southold NY 11971 MODERATE SLIGHT TO SILL,TOP PLATE OR GIRDER JOIST NAIL (2)THRU- 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE BRIDGING 2-8d COMMON EACH TOE BOLTS t 631 7652954 TO JOIST END NAIL BLOCKING EACH TOE P944 POST •m t TO JOIST 2•Bd COMMON END NAIL WOOD JOIST ANCHOR 0 PIER 16"TREAD 1). ALL FRAMING,CONSTRUCTION,COMPLIANCE TO BE PER 2015 IRC,2016 NYS UNIFORM SUPPLEMENT O�! 3.16d COMMON SILL BLOCKING TO: EACH TOE OR TOP PLATE BLOCK NAIL t LEDGER STRIP EACH FACE GIRDER/HEADER - ►—CONC.SUB w•�•• 2). ALL FRAMING MATERIAL TO BE#1 ACQ PRESSURE TREATED LUMBER. TO BEAM 3-t6d COMMON JOIST NAIL ` (AS REQ.) r WOOD JOIST •� JOIST ON LEDGER PER TOE 'O•' •; . 3). ALL FASTENERS,HANGERS,AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL. TO BEAM 3-8d COMMON JOIST NAIL �'• B'dla. •v DECK PIER BTO JOTS ST PER END '!O CONIC. PER PLAN 4). ALL PIERS AND FOOTINGS TO BE 3 FOOT BELOW GRADE. AN JOIST 3.16d COMMO JOIST NAIL 3'0" PIER •'' FLUSH JOISTS WITH HEADER/GIRDER ��' BAND JOIST TO: PER �1•� .�Y• 2-16d COMMO TOE NAIL 5). ALL JOISTS TO BE BLOCKED OVER GIRDERS AND AS SPECIFIED. SILL OR TOP PLATE FOOT ALL101STS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH C•' "''•'� THE PROPER STEEL CONNECTOR. 6). FLASH ALONG HOUSE WALL,OVER LEDGER WITH MIN.10"FLASHING. IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LWHEADERS TO ALLOW FOR SHRINKAGE. GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NOTES NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING (SEE PLANS) In each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH BUILDING HEIGHT CONSTRUCTION NOTES: TOP PLATE 10'WALL:4-8d COMMO RAFTER TOE-NAIL TOTAL SQ.Ff.OF CONSTRUCTION (SEE PLANS) 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACH DESIGN CRITERIA(UNIFORM CODE) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE Intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TO TOP PLATE 10,WALL:4-8d COMMONJOIST TOE-NAIL RIGAS for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5 DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL I UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH L/180 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING) DESIGN/BUILD 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM-SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS W80 meets current federal,state,countyand local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS L/360 g P TO RAFTER WFCM-SBC END NAIL EXTERIOR BALCONIES AND DECKS MASONRY WALLS(8"THICK) 80 CEILINGS(PLASTER STUCCO) V360 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the FIRE ESCAPES 40 CEILINGS GYPSUM Lnao should be adhered to even if In variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE CONCRETE WALLS(6"THICK) 85 (GYPSUM) accordance with table 3.3. TO RAFTER 2-8d COMMON END NAIL GUARDS AND HANDRAILS 200 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS U240 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH I END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(R301.5)PER 20 SQ.IN.20001bs EXTERIOR WALLS(PLASTER,STUCCO) W360 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/240 First wall studs shall be connected to the foundation,Sill late,Or bottom late with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) H/120 • a P. E.4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete P WALL FRAMING: STAIRS SLEEPING ROOMS 43o0 LINTELS(SUPPORTING MASONY WALLS) IJ600 Joseph F I s c h e tt I, responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed In accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION QTY. SPACING NOTES ROOF GROUND SNOW LOAD 20 precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO PER FACE NAIL PROFESSIONAL ENGINEER P p P P g PTOP PLATE 2-16d COMMON FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMON JOINTS FACE INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE T I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's specifications and applicable codes. Type P STUD O.C. NAIL Sym.: SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION 16"O.C. FACE 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with Sd cooler nails at 7"o.c.at panel HEADER TO 16d COMMON SMOKE&CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL In table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD _�3-16clCOMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 6).TYPE If EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS 1 1/2 1/2 3 LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL N01ES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. 17 NONE - 3).Provide 1/2"expansion joint material between concrete slabs and abutting P y. JOIST TO: PER TCE TO HEAVY MODERATE concrete or mason walls occurin in exterior or unheated interior areas. SILL,TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: �' g 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TCE 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-Sd COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING EACH TCE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 2-8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"O.C. d COMMON 6"O.C. SEENOTES: 5).Unless otherwise noted,all slabs on grade to be 3000 p.s.i..Concrete to be TO JOIST END NAIL @ @13 poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: P g g' BLOCKING TO: EACH TCE SEE NOTES:1(BOTH FIELDS) to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and 3-16d COMMON INTERIOR ZONE 8d COMMON @ 6"O. 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O. 8d COMMON @ 4"O.C. SEE NOTES:1,3 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one 3-16d COMMO attached with the above requirements. TO BEAM JOIST NAIL NEW DEN ADDITION 8x16 cart iron foundation vent for every 150 sq.ft.of area. NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-BdCOMMO PER TCE 7).Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END & DECK the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16d COMMONJOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, 8).Drainage as required by current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2-16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NCTE:1 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 5 OO Glenn Road 1).All framing techniques and methods as prescriptive design of current SBC High Wind 3).Posts supporting girders shall be anchored to a 12"xl AT'thick concrete footing. JOINT DESCRIPTION NAIL NAIL g Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING 3.Tabulated 4 inch o.c.nails spacing assumes sheathing to rafter/truss framing members with G>0.49.For Southold NY 11971 Edition Wood Framing Construction Manual. ) P g g g below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.B framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION QTY. 4'EDGE ZONE Sd COMMON @ 6"O. 8d COMMON @ 12"O.C.SPACING SEE NOTES:1,3(BOTH FIELDS) NOTE:2 FOR PANEL FIELD where needed. GYPSUM 7" O.C.EDGE 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. Sd COOLERS Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 ( )j ( ) length 6).Concrete piers shall be a minimum 6"above grade. PROJECT TEAM: openings.LVL headers to have 3 jack studs and 2 full len h studs on each side of WALL SHEATHING: openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall NOTES 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder($). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMONAS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall 5).All flush beams headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"O.C.EDGE be used. Designer/Builder 6d COMMON 6).Double up floor joists under walls that run parallel to the floor joist and under bathtu 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM Sd COOLERS 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 10"O.0.FIELD 2 Verify septic stem with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. 7).Provide 2-openings thick s othe otherwise (height to match Floor joists)around stairwell and/ r ) fY P system g P PP FLOOR SHEATHING" R I GAS CO other attest openings unless otherwise noted(typical). 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 22260 main road orient ny 11957 8).Dormers running up roof rafters are to be supported by double rafters on either side P g P P fY QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. s where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOG 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 631 3238022 HVAC SYSTEM NOTES 1"OR LESS 8d COMMO 12"O.C.FIELD (5.7 Q.FT.2ND.FLOOR) 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists MIN.44"SILL-AFF under all bearingwalls. NOTES" NreblocYS ing'haCodprovid dtocuEBLOCKINGteddraREQUIRED c@rigasco.com 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Flreblorking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective flre barrier between stories,and between a top story and the roof space. 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Flrebloddng shall be provided In wood-frame construction In the following location,. needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment Supplier, levels.Concealed horizontal fumed spaces shall also be flrebiocked at Intervals not exceeding 10 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as flreblocking In walls constructed u CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. SOIL COMPACTION: g parallel rows of studs or staggered studs. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing Engineer Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR 2).At all Interconnections between concealed vertical and horizontal spaces such as occur at soffits, 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL drop callings and cove ceilings. ELECTRICAL NOTES shear capacities,nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. : adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1).All electrical to be installed as per N.Y.S.Residential Construction Code. DENSITY(PER ASTM D 698 AND ASfM o 1557).COMPACT THE 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT IT LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at calling and floor level,to resist the free passage of Joseph F i S ch ett i P.E. 2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted to have regular 1/2"sheetrock.All walls to be taped and finished. 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the flreblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. 1725 Hobart Rd, Southold NY 11971 3).All electrical work to comply with 2014 NEC. to be reduced tol-16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 631 7652954 approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type material over. and R315 of IRC. 16).AEI sill plates and wood in contact with concrete to be pressure treated.Sill plates to JIXTERIOR FIBERGLASS COLUMNS TO BE HB&G be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL INSTALL WITH CAP AND BASES.USE WITH FLASHING CAPS TO COVER TOP d AA S