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46231-Z
' g�FFO Town of Southold o�p oG 1/25/2023 y� P.O.Box 1179 0 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43783 Date: 1/25/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 500 Castle Hill Rd., Southold SCTM#: 473889 Sec/Block/Lot: 72.-1-1.10o- Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/25/2021 pursuant to which Building Permit No. 46231 dated 5/12/2021 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single-family dwelling with finished basement,rear deck,front and rear second floor balconies and carport as applied for. The certificate is issued to Arciga,Geanie&Juul-Hansen,Thomas of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0105 10/5/2022 ELECTRICAL CERTIFICATE NO. 46231 10/24/2022 PLUMBERS CERTIFICATION DATED 10/7/2022 mbig Heati AA J Aut i ed S' ature So�Fot,� TOWN OF SOUTHOLD BUILDING DEPARTMENT co 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#: 46231 Date: 5/12/2021 Permission is hereby granted to: Arciga, Geanie 50 West St Apt 7A New York, NY 10006 To: construct single-family dwelling as applied for per DEC Non-Jurisdiction letter, SCHD & Trustees approvals. At premises located at: 500 Castle Hill Rd., Southold SCTM #473889 Sec/Block/Lot# 72.-1-1.10 Pursuant to application dated 3/25/2021 and approved by the Building Inspector. To expire on 11/11/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,189.20 CO-NEW DWELLING $50.00 Total: $3,239.20 Building Inspector pF SO!/j�,ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlinCa)_town.southold.ny.us Southold,NY 11971-0959 • BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Geanie Arciga Address: 500 Castle Hill Rd city:Cutchogue st: NY zip: 11935 Building Permit#: 46231 Section: 72 Block: 1 Lot: 1.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 88 Ceiling Fixtures 19 Bath Exhaust Fan 5 Service 3 ph Hot Water Gas GFCI Recpt 17 Wall Fixtures 2 Smoke Detectors 4 Main Panel 200X2 A/C Condenser 3 Single Recpt Recessed Fixtures 66 CO2 Detectors Sub Panel A/C Blower 3 Range Recpt DoublE Ceiling Fan Combo Smoke/CO 4 Transformer UC Lights 46' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 73 4'LED Exit Fixtures 11 Pump Other Equipment: Fridge 2, Double Oven, DW, Gas Cooktop, Mini Fridge 1, W/D, Smart Toilet 6, Baseboard Heaters 4' (4), 6' (2), 8' (2), 200A Panel 42 Circuit/42 Used, 200A 42 / 39Used Notes: New Two Story w/ Finished Basement Inspector Signature: Date: October 24, 2022 S.Devlin-Cert Electrical Compliance Form VP MH Animit Tdephm(631)765-1802 54373 htohd`itoid t Fex(63 t)7654502 5�NYltt9714959 M? ir- BUII:UAG DErPARThW%NT TOWKOF SOUTHOLD OCT 1 9 2022 TO QERTI,U-CATION i DatC• :�4,,tv Haft Pamlt Na: Owmr, at-A tow*tw"fltio.9616r:usiod�hfdw water fly eystetn contkW less flim?J10 of.1% lend: Swomab befck+e tra+� � i s s N Iia►... I --(:ounty. LORES LAMB Notary Public tate of New York •�`-- ���' j 01ILA6179883 _ m Qualified In Suffolk Cour>hl fresOewmber31:20 3 Term Exp # # TOWN-OF SOUTHOLD BUILDING DEPT. - �o • �o 765-1802 INSPECTION [w OUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE`&CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O S\ REMARKS:. D ki DATE toll 1710-2A INSPECTOR OF So(/Tyol * # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm��' 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] F UNDATION-2ND-- [ ] INSULATION/CAULKING [ FRAMING /STRAPPIUQ [ ] FINAL [ ] FIREPLACE & CHIMNEY [ '] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION- [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)- - [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE 12A Z( INSPECTOR Irg s 31 # # =TOWN OF SOUTHOLD BUILDING DEPT. �yco 765-1802 -= INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE"& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMAR Spl,-- a —ofw0000r CaAlaPJ -p i LL e �S DATE 3 d 2 Z INSPECTOR hO��OF SO(/T�o� # * TOWN OF SOUTHOLD BUILDING DEPT. loom, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST 1Vf1q UGH PL13G. [ ] FOUNDATION 2ND [ INSULATIOWCAULKING [ ] 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: A �oi-oL DATE 11'517-07-2-- INSPECTOR OF SOUIyO� 1 &2.31 95d V cOL s/ / #,^) V # TOWN OF SOUTHOLD BUILDING DET. 765-1802 INSPECTION ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] 'FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL . ] FIREPLACE & CHIMNEY ' [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Wirer S'F'G1 DATE t_ 'LL1 Z INSPECTOR , �' hO�aOf SOUTyO�O TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ;/LN'S'.ULATIOWCAULKING [ ] 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: .l C." e i� an i -� yes e s>(4 — , qlA Wit ) \ S1 oo c�� ": DATE INSPECTOR Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 500 Castle Hill Road,Cutchogue NY 11935 Test Date 10/14/2022 Building Permit#: 46231 Compliance Pathway Performance Test Completed by : Christopher Silvia 1 SNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street OCT 19 2022 ICC m# Huntington,NY-11743 ` ; BPI# 631-673-0664 Building Envelope Tightness Volume Calculation : Check if: Floor Area Volume Q Conditioned Basement Basement 2683 26442 Conditioned Crawl Space 1St 2490 32274 Q sealed Attic d n 2 928 13549 *The conditioned floor area of dwelling is calculated in 3rd accordance with ANSI Z765,except that conditioned floor Atticdude ' s areas where the ceiling height is less than 5 Total Volume 72265 ft' CFM @50 pa 2015 Air changes/hr@5 p 1.67 W/i 9 Code Compliance: Pass Duct Tightness: Post Construction Tes -Total uct Leakage System-1: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa NJA CFM/100 ftZ CFA NJA Code Compliance: Exempt System-2: Within Condition Space Duct Location Conditioned S ace Floor Area Leakage CFM @ 25pa NJA CFM/100 fe CFA NIA Code Compliance:I Exempt System-3: Within Condition Space Duct Location Conditioned Space.. Floor Area Leakage CFM @ 25pa NJA CFM/100 ft2 CFA NIA Code Compliance: Exempt All building envelope tightiness testing has been verified using instruments and procedures specified in ASTM E1827 as required by 2018 IECC as amended by the 2020 New York State-Supplement,section 402.4.1.2.The building duct and plenum system has been verified as required by the 2018 IECC as amende1.�d(by 2020 New York State Supplement,Section 4033.4. , +F��yy/e�p��N�yFb Signature: �', ,, .�r,.,yDate: 10/14/2022 Christopl tr Silvia,?Home Energy Solutions MCA—ft"I FOUNDATION(IST) do TOWN • • . \ m - INSULATION. IA � -- • rr • e t ' � . 0 i I • TOWN OF SOUTHOLD—BUILDING DEPARTMENT N. 2 Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy • Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only 3 _..... 'L1 is PERMIT N0. "\v Building Inspector: MAR 25 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 Owner's Authorization form(Page 2)shall be completed. ,',:!D Date:03/18/21 OWNER(S)OF PROPERTY: Name:ThomasJuul-.Hansen SCTM#1000-72-1-1.10 Project Address^500 Castle Hill Road, Cutchogue, New York 11935 „ _ Phone#:646.246.3593 _ Email:thomas@thomasjuulhansen.com Mailing Address:50 west street apt 7a, New York, NY 10006 CONTACT PERSON: Name:Thomas Juul-Hansen Mailing Address:50 west street apt 7a,__New York,"NY 10006_ Phone#:646.246.3593 Email:thomq§-@Ihomasjgql_hl@psqn.com DESIGN PROFESSIONAL INFORMATION: Name:James Curtiss - CURTISS A.D. Mailing Address:P.O. BOX 311 Phone#:7187027354 Email:jcurtissarch@gmail.com _ CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION RNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 1,Sot ,Ooo, bU Will the lot be re-graded? RYes 0 N Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION Existing use of property:Residential Intended use of property:Residential 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. 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 Cade. 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 210.45 of the New York State Penal Law. Application Submitted By(print name):Thomas Juul-Hansen []Authorized Agent ROwner Signature of Applicant: Date: 3.19.2021 STATE OF NEW YORK) SS: COUNTY OF ) �molvas yu_u1-H1,1,n w being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Ow tX (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 i� AMBER A MCSNAN y Notary Public-State of New York da Of� i ,20� NO.01MC6��4gg13588 county My COMM anned fZ+ssJan 25,2ty 025 PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Michael J.Domino,President *QF SO(/jy Town Hall Annex John M.Bredemeyer III,Vice-President �Q� ��� 54375 Route 25 P.O.Box 1179 Glenn Goldsmith l [ > [ Southold,New York 11971 A.Nicholas Krupski G � Telephone(631)765-1892 Greg Williams %� i0 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES r• TOWN OF SOUTHOLD Permit No.: 9514A Date of Receipt of Application: July 3, 2019 Applicant: Genie Arciga &Thomas Juul-Hansen SCTM#: 1000-72-1-1.10 Project Location: 500 Castle Hill Road, Cutchogue Date of Resolution!lssuance: August 14, 2019 Date of Expiration: August 14, 2021 Reviewed by: A. Nicholas•Krupski Project Description: Conduct construction activity within 100'from crest of bluff to construct on vacant parcel an approximately 3,411 sf, 2-story, single-family dwelling with approximately 1,518sf waterside deck with steps, 1,632sf pool deck, 61sf spa, and 680 sf swimming pool, all located at least 100 feet from crest of bluff, install drinkingwater well and drainage system of leaders, gutters and drywells; and clear up to 50 feet from crest of bluff Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the survey prepared by Kenneth M.Woychuk, Land Surveying, PLLC, last dated June 29, 2019 and stamped approved on August 14, 2019. Special Conditions: None. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. Michael J. Domino, President Board of Trustees Glenn Goldsmith,Presidenta S®U� Town Hall Annex A. Nicholas Krupski,Vice President ® 54375 Route 25 � P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly cra Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 &U HVI BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD JAN T 2023 LD" CERTIFICATE OF COMPLIANCE BUI191NGOEPT. 'Q'OWP1 OFgOUIHOLD # 1992C Date: January 2, 2023 THIS CERTIFIES that the construction activity within 100' from crest of bluff, including clearing up to 50 feet from crest of bluff,to construct on vacant parcel an approximate 2,93 8sf two-story, single- family dwelling, with approximately 1 064sq ft waterside deck with steps; 748sq ft swimming pool; and 77sq ft front deck all located at least 100 feet from crest of bluff, At 500 Castle Hill Road, Cutchog_ue Suffolk County Tax Map#1000-72-1-1.10 Conforms to the application for a Trustees Permit heretofore filed in this office Dated July 3, 2019 pursuant to which Trustees Administrative Permit#9514A Dated August 14,2019,was issued and Amended on November 13,2019 and Amended again on January 20,2021 and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for construction activity within 100' from crest of bluff, including clearing up to 50 feet from crest of bluff,to construct on vacant parcel an approximate 2 938sf two-story single-family dwelling with approximately 1 064sq_ft waterside deck with steps; 748sg.ft., swimming pool,• and 77sq ft front deck all located at least 100 feet from crest of bluff. The certificate is issued to Geanie Arciga&Thomas Juul-Hansen owner of the aforesaid property. ao Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNYft.Stony Brook,50 Circle Road;Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 4vww.dec.ny.gov LETTER OF NO JURISDICTION—TIDAL WETLANDS ACT NOTIFICATION'OF POSSIBLE ENDANGERED.SPECIES ACT JURISDICTION August 27, 2019 Geanie Arciga &Thomas Juul-Hansen 15 Maiden Lane, 19th Floor New York,NY 1038 Re: Application #1-4738-01,154/.00003 Arciga Property,500 Castle Hill Rd., Cutchogue,S.CTM#1000-72-1-1.10 Dear Applicant: Based on the information you submitted,the Department of Environmental Conservation(DEC) has determined that the portion of the parcel referenced above that is located landward of the elevation contour.labeled"Crest of Bluff', which exceeds ten feet above mean sea level in elevation as shown on the survey prepared by Kenneth M. Woychuk,David H. Fox, last revised 6/29/[9,is beyond the jurisdiction'of Article 25 of the Environmental Conservation Law(Tidal Wetlands Act). Therefore,in accordance with the current Tidal Wetlands'Land Use Regulations (6 NYCRR Part 661),no permits.are required for activities conducted landward of the crest of the dune as shown on the referenced survey. However, please be advised,however,that no construction, sedimentation,or disturbance of any kind may takeplace seaward of the jurisdictional boundaries as indicated above,without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within the jurisdiction.of Articles 25 which. ndy result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary.and your.project(i.e. a 15'to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. In addition, please be advised that DEC has documented the summer occurrence of the Northern Long Eared Bat(NLEB) (Myotic septentrionalis), a species listed as "threatened" by both New York State and.theUS Fish & Wildlife Service,within 1.5 miles of the:project location. We have determined that tree cutting.at this location between April 1St and October 31St of any calendar'year will result in the"take" of these endangered/threatened species or their habitat within the meaning of Environmental Conservation Law (ECL) §11=535. The terns"take" is defined in part as the direct killing or injury of individual members of a protected species, interference with critical breeding,foraging;.migratory or other,essential;behaviors, or.the adverse modification of the species' habitat. The"take" of a'species listed as.endangered or threatened is prohibited in the absence of a permit from this Department issued pursuant to ECL ... .. ... §11-535: StMwyohl<. Department of w qzn nor . Environmental conservation Therefore,in.order to a avoid'am.Fndangere,d Species "take",.all.tree.cutting activities.:shall. only be conducted bet*een.the.dates of November.V and March 31st of each calendar year at the project site OR you must,get an Incidental Take Permit.from.this Department.. If you have questions.:about the:presence of protected species on of near you.:property;the potential effects of activities on these species or.your responsibilities as a landowner or project sponsor under the Endangered Species Regulations,-please contact the Regional Wildlife Maaager.at(63.1)'444-0306. This letter shall remain valid unless site conditions change. 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. Sincerely, `Kevin Kispert Permit Administrator file cc: NYSDEC—.MHP :NYSDEC-Wildlife. En-Consultants CURTISS A+D P.O.Box 311 Williston Park N.Y. 11596 O- 718.702.7354 E- icurtissarchcailgmail.com Date: 03.23.21 Town of Southold Building Department Town Hall Annex Building 54375 Route 25 P.O.Box 1179 Southold N.Y. 11971 Re: Juul-Hansen Residence 500 Castle Hill Road, Cutchogue, N.Y. 11935 SCTM# 1000-72-1-1.10 Dear Mr. Michael Verity, Enclosed are the signed and sealed construction documents, for the above referenced project, to obtain a building permit. The documents enclosed are: 1. 4 sets of signed and sealed construction documents with Rescheck on A-005.00 2. 1 original and 3 copies of the approved Town of Southold Board of Trustees site plan/survey dated January 20th, 2021 3. 1 original and 3 copies of the approved Suffolk County Board of Health site plan/survey dated March 9th, 2021. 4. Town of Southold Board of Trustees letter of resolution. 5. New York State Department of Environmental Conservation letter on no jurisdiction. 6. Building department application, signed and notarized where applicable. Please let me know if you need any additional information. Best regards, James Curtiss, R.A. 17 r (7r g�F!` �.�,. BUILDING DEPARTMENT=Electrical In e'or Fr TOWN OF SOUTHOLD JAN 18 2022 CD x Town Hall Annex- 54375 Main Road - PO Box 1 N' x Southold, New York 11971-0959 TOWN OF SO THOLD O Telephone (631) 765-1802 - FAX 631) 765-9502 rogerr(a)-southoldtownny.gov seanda-southoldtownnv.gov APPLICATION FOR ELECTRICAL INSPECTION 'ELECTRICIAN-INFORMATION (All Information Required) Date: ///� p�o Company Name: Electrician's Name: 1,,t27p 1,2 License No. 1.S'' /yoElec. email: &E I o L e C i Elec. Phone.No: 6 /6 st l.'request an.email copyof Certificate of Compliance Elec. Address.: r 0/-;- JOB. L;-JOB.SITE-INFORMATION (All Information Required) Name:. v/rLp S. ULL �/A�✓Sa� Address:' Cross Street: G C Phone No.; ai�z 9 �� Bldg.Permit#: 4(o a-?S. email: n/,c�• Tax.Map.Distriot: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF.WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly). Square Footage: 756o.: Circle;Al1.:That=Apply: Is job ready for inspection?: Y S/ NO Rough In Final Do you need-a:Temp_Certificate?: YES NO Issued Onjn� -;�I � Temp;Information: (All-information reggired) Service Siz 1 Ph 3,Ph Size: o .A #Meters.. _.Old.Meter# New Service Fire Reconnect- Flood.Reconnect-Service Reconnected-Underground- Overhead #.Und, round,Laterals 1 2 H Frame Pole Work done on•Service? Y N Additional Info'tm,ation: PAYMENT DUE-WITH APPLICATION yl BUILDING DEPARTMENT-Electrical Inspector y = TOWN OF SOUTHOLD o • Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 y�01. Telephone (631)765-1802 Temporary Certificate # 0 Date I 2022 Customer Name a Electrician Name y- Address Phone e-mail e-mail Phone License# Size A Phase Overhead Underground—>g #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Polel H Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# 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 from the date abov `. Authorized by • 1 kptl b..r..5' I r 1• _ Am.�,�s� I ] P f ufEDt BUILDING DEPARTMENT- Electrical Inspector • �O�S cPGy TOWN OF SOUTHOLD ; JAN o . Town Hall Annex- 54375 Main Road - PO Box.1179�,, �* Southold; New York 11971-0959 oy p� Telephone (631) 765-1802 - FAX (631) 765-9502 .101. .. .�a • roaerr(c-southoldtownny.4ov- seand(o_southoldtownny.g APPLICATION FOR ELECTRICAL INSPECTION' 'ELECTRICIAN INFORMATION (All Information Required) Date: ///SAD a,� Company Name: , G Q �(�G j C_- Electrician's Name: ipv , License No.*:,'�C-13 1,5- At Elec. email: �C Elec. Phone No: 16 IX 1.request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: ��� J UL - 1,1.4 Address: :. b i �_LJ'iz ary Cross Street: Phone No.; c-*I/.2 Q �' �� ©� Bldg.Permit#: 3/ email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: ��oa Circle All That-Apply: Is job ready for-inspection?: Y S/0 Rough In Final Do you need a Temp Certificate?: YES NO Issued On Temp Information: (All information required) Service Siz 1'Ph 3 Ph Size: o o A # Meters.� Old Meter# NewService Fire Reconnect- Flood.Reconnect- Service Reconnected-Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT-DUE WITH APPLICATION 01 PERMIT# Ad r s: Switch Outlets GFI'sI �1 ILIb Surface- Sconces l HHS — I bb UC Lts a Fans Fridge HW Exhaust I Oven �� / "G W/D SmokesIIS 1 DW Mini � "Carbon Micro Generator Combo ( Cooktop /,,� Transfer I ( l � Hood AH Service ,�f 3 , / �( � � � Amps �Ha�ve/� � Used SpeciaT�j LtIoIr Comments. 4 S.C.T.M.# DISTRICT 1000 SECTION 72 BLOCK 1 LOT 1.10 JR10190105-ZEC ` A `O`Y '42-3728-W 6n I sC9410 sOlovd TOWN COVERAGE 4422eh A♦r IK NOIF � BASED ON LOTDAREA DLANDWARD OF UTHOLD LOT AREA EROSION LINE L# So rJyeNl 64.574 So-o,I=ACRE I "a PICDWELLING:2939 S.F. REAR VIATERSOE Df DECK ECK;1064 S.F. FRONT DECK: 77S.F. SWINYING POOL: 748 S.F. TOTAL•4827 SE.or 8.9X I I 'DRAINAGE CALCULATIONS: Owalm FOOIPPoNh'28J8 SF. \\ 2DJ8, AM-488 Q M. (J)NO,4'DEEP ORYNfLS-53ICI PRMM ORIVEWg\ 4250 .0.166-706CI L! H (2)IODa a 6'DEEP DRYWELL-8210 PROVIDED `? J I I N oy o< LL t., F- 71 I _ - OCT 1 9 2022 r ' Sk I e 1 - ox L'. I 3 ' z 80.7' sk IIp1ADaa„ : axn:..:... LAND NIP VMJV(!160• 52.0' OF 1 •..i«i''.`•: :'.1'.`:.:I:':'., ':'i b•,:':':';:': NARY MCKAY JO.O' _—____ wvc eNu ( —•—•—_— �......_. MEUMO WAML WATER I8 1 s16•.Wa. � I � I I L I x I � I I �. 0 �• ;L I � I I SSP 23'317„W �CASTLR]76.94' .1n VACANT 150' \ F IECEIVEO 1 AUG 01 ? IIp SUFE.CO.; f. SUf4 ULIt COUNTY GLrnRTMENT OF HEALTH 5E,7VICF-S or-r-._�' "'I` OREGON ROAD APPi.CVhL OF CO^ICYRUCTEO WORKS FOR SIOMJ AS LOT 1 ON APPROVED YrLOR SU805SOBV YAP 17d•• TER A/FPI.Y,MEMS ORYMEILS AND CESSPM A SIN,C M. Rl CTZ0W r OT BAATAI PROPO"M M.LAST AYpmFD MY 10.1980 LOCADLWS SHORN ARE FROM REED OBSERVARWS �" SUBJECT TO COVENANTS&RESTRICTIONS 1JBER 9272 P0.5J5 AND 07 DATA OBTAINED FROW OD6RS. o0a 0 5�ozz 115.6 i.Na._pLO l -OFDS NAVD85 _�M 1t,a•.-rra naw lAon L1LK MO AREA:75,879.86 SO.FT.or 7.74 ACRES ntvAnox DAnNa Tie aL+e9e aea.y:N+u�;:•a-e>': ^. OL a LDaI tsaulNneaO ALRRAnov OR AmncW r0 ms a�Is A HnADOr Q sEcnw 7av9 Q vee NEW mar srA2r[DuunoW uK wRcs OF rns suleY EDROONS ■owl —o.Y YAP IAT�ARNO TIE IMO AQKYLR$OlHOS,SFD SEAL 9WL Anr M LER(D m a A VAI.TRUE LD^Y. ILARANI£ES OAYCARD xr2E0v 9M1L RUN Ly L1QdUDyFGH A L017(IIdUiAQT._5 5 s0 01aY A nro RnSON FDP AIAeI INE s Or 6 f1a O o AND LW/6 mmur N TIE or CMANY,WVFRAOENTAL Am.CY Aw LGOAG MSRNIIW _�. USED MCREQL AAD 1b INF SNOMN XE Q IM IENONtG p25n1UOdL QIMAN S ARF ME:ARE FORA61E - iNF O<iS'IS OR Ln016IW5 9IDWV NFRFLW FRDY AHF fADFFRtY LaZS f0 nE SIRfICN.QS ARE fM A SPEQiN:R15POY AIA USE lIOAIIaPF nEr AQ . -—_ �I NOT RRMOlD b YLWUYLNT INF PRO°RlY fMS DI 10 rJME IN[CRECiNN O<FENCE$AlipOOYAt SRWCnWES lR ANO OMD!DA'M71rILW/S Lt4YENA TIEANO/GR SIA9JRFAQ SRAAIURES REGOPLMD OR VFELU'dYD ARL NOT OUARANIQO lM6S PN19COlY FMDEZIT W TIE PRFIOS5 AT nR NE ff SWKY o R, suR.Er M DESCRIBED PROPERTY CERTIFIED TO: THOMAS JUUL HANSEN, _ YAP AXED: FINAL SURVEY JUNE 30,2022 VEMFY SILT FENCE 04-25-22 SKATED AT.CUTCHOGUE FND.LOCATION 09-14-21 toWN a',SOUTHOLD KENNETH T/ROYCBUK LAND SURVEYING,PLLC REVISED 12-14-20 ro7 lalm SUFFOLK COUNTY,NEW YORK Professional 1—d Surveying and Design REVISED If-10-20 Ela la Wle IY P.O.Boz 169 Aquabogue•New York 11951 Y.00lWn oaS>ol¢ �.w�l M.3(831;01888 Hi(OI)eve-Tool RLE/18-29 SG1lL 1'-JO' OAIE:NAY 15,2018 NY.S 1150 N0.070887 rnYsm4 Ib,ms,a YA„A a 8wre a rru W.enn— S.C.T.M.# DISTRICT 1000 SECTION 72 BLOCK 1 LOT 1 . 10 APMOVED BYBOARD OF -1 RUSTEES #R10190105—ZEC to TOWN OF SOUTHOLD S 42037'28"W 28.50' DATE -7*Nv,+tq 20 2-oz( BIN 5.0 .0 10 JIS SO DEC 2 3 2020 -80 MHW LINE ALONG BULKHEAD TOWN OF SOUTHOLD LOT COVERAGE BASED ON LOT AREA LANDWARD OF COASTAL EROSION LINE 06 54,374 SQ.FT. or 1.25 ACRES 1?0 0 • PROPOSED DWELLING: 2938 S.F. REAR WATERSIDE DECK W/STEPS: 1064 S.F. FRONT DECK: 77 S.F. 40 SWIMMING POOL: 748 S.F. .0 TOTAL: 4827 S.F. or 8.9X S 35c5136"w $0 se 7.001 aw 'w j1060 -"O 0 DRAINAGE CALCULATIONS: JeI 20 DWELLING1660 FOOTPRI 40 2938 -488 .F REO.2938 S.F. C (3) 8.x D&A � 4- DEEP ORYWMLS-531.f PROVIDED TYPICAL SI SCREEN DRNEWAY-4250 SQ.FT. 4250 x 0.166 706cf GEDTWtLE FA8RfO---, (2) IO'DIA m 6' DEEP DRYWELL- 821cf PROVIDED ---SUPPORT TS POS $o WOOD OR METAL 4E)R 4o FLOW DIRECT*N— EXCAVATED AND so BACKFILLED TRENC 51Y MIN. BUT SUFFICIENT TO soKEEr— STING GROUND SEDIMENT ON SITE , ND/OR Ln SILT FENCING HAY MCA =0 jim WS-11L I HIM,Ii 60 ... :- .1 TO OF 10 . ... \i�'" .� C -PC 70 0. 0 UMff or CLEARING, GRADING AND GROUND TYPICAL DRYWELL CROSS SECTION CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED DISTURBANCE 80- (CONC. PRECAST COMPONENTS) 6(l.,3/4* STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. 39,500 S.F.* 100' r SLAB FOR NM-TWM BE40W FILL TO 18* (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. r SLA9 FOR TRWW SEARING 74 APPROVED MEAVY DW ow PIPE MN FRAME AND APP�Dt"LET PIPE MIN.4.DIA. TO CIMDE TO E&ANS INDS PrICNED 41PNOICR - — 74 �O 7mmmol mono[ 1 16' ripm CLM OUT 441 SLATE OR STOPPER END O 8O SUITABLE OR P" 3' MIN. • 81 30,ELBOW 0 V- SWIMMING COLLAR ff WE BACK FILL MATERIAL TO BE DRY WELLDRY WELL CLEAN SAND AND GRAVEL FLOW 8'D1Ax4'DEEP 58.5' 8'Dft4*DEEP (7.71 DECK DECK EL 7T.0 EL(79.0) > 52.0'— 30.0 ::::2.......... 2 DWEWNG::: ...... ....... . .:".,.i...": . .............. BEDROOMS) LAND NIF . Roo F ........... VACA 150' OF MARY MCKAY DWELLING W/WELL WATER WELL CLEANOUT 810 4'DEEP S2 6 � 74 PROPOSED INGROUND STAGING AREA LP. GAS TANK 9 CONCRETE WASH OUT AREA IN BED OF PROPOSED mpoEoy. P. -`LP Ald 5 QO w S.. b�W WELL W (1) 100030EEP LP. V) SOIL STOCK E4 7.6 138.3' LIMIT OF CLEARM, GRADING AND GROUND aI DISTURBANCE Z82' 39.000 S.F.* DRY 10 D LIP. ELEC. TRANS. k, 110 CATV IRON SSI 023'30 w WELL" CONSTRUCTION ENTRANCE ASP Kk 1AIVD Nlp 176.94' CASTLE HILL ............. ............(PRIVATE ROAD 'JOSEP�j OF ......................... R.O.W) CAROLYlv RICCI 160.4.3' VACANT 150' NYS DEC COASTAL EROSION HAZARD LINE AS SHOWN ON PANEL 5 AUG. 29, 1988 OREGON ROAD SHOWN AS IDT I ON APPROVED MINOR SUBDIVISOIN MAP THE WATER SUPPLY, WLL$ DRYWRLS AND CESSPOOL OF BAXTER PROPERTIES, INC. LAST AMENEDED JULY 18, 1980 LOCATIONS SHOWN ARE FROM RELD OBSER VA 7701VS SUBJECT TO COVENANTS & RESTRICTIONS LIBER 9272 PG.535 AND OR DATA OBTAINED FROM OTHERS. 0". 72.0 AREA: 75,879-86 SQ.FT. or 1.74 ACRES ELEVA 170AI DATUM. NAVD88 OL DR BROW LOAM UNAUTHORIZED ALIERA77ON OR ADD1770M TO THIS SURVEY IS A WOLAY701V OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY —0.5' MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN BROWN ONLY TO TfE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 717LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U7701V SC NAYEY SANC LISTED HEAEON, AND TO THE ASSIGNEES OF THE LENDING INS777U770M, GUARANTEES ARE NOT TRANSFERABLE — —4.0' THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LIKES TO 7HE S7RUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 7HEY ARE PALE NOT IN7ENEED TO MONUMENT THE PROPERTY LINES OR 770 GUIDE THE EREC770VV OF FENCES, ADDITIONAL S7RUC77JRES OR AND OTHER IMPROVEMENTS. EASEMENTS BROWN AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON RIF PREMISES AT 7HE TIME OF SURVEY FINE SP TO COAIRSE SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: THOMAS JUUL HANSEN; SAND MAP OF: FILED: REVISED 12-14-20 SITUATED AT CUTCHOGUE REVISED 11-10-20 REVISED 04-09-20 TowN OF. SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PUC REVISED 10-03-19 — 17' SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design REVISED 08-27-19 AM 16, 2019 Box 153 Aquebogue, New York 11931 P.O. JUNE 29, 2019 ADD PROP. DWELLING McDONALD GEOSMCE FILE # 18-29 SCALE,1"=30' DATE:MAY 15, 2016 PHONE (631)298-1588 FAX (631) 298-1568 N.Y.S. LISC. NO. 050882 1 nukintataing the records of Robert J. Rennom & Kenneth N. Woychuk S.C.T.M.# DISTRICT 1000 SECTION 72 BLOCK 1 LOT 1 . 10 q�l #R10190105—ZEC -40 a'1F AOR 54228 508n W 1 OCT 0 8 221 BW 5.0 1s a.-�Q�i 77y '1? ��` V " _n BUILDING DEPT. ID goo .� r � �� TOWN OF SOUTFfOLD I 6� sj o u Oma! Oo ��a s�o6, TO AG�fyF p �� I F of TOWN OF SOUTHOLD LOT COVERAGE MHW LINE ALONG BULKHEAD BASED ON LOT AREA LANDWARD OF COASTAL EROSION LINE i �, So Is9 54,374 SC1.FT. or 1.25 ACRES PROPOSED DWELLING: 2938 S.F. REAR WATERSIDE DECK W/STEPS: 1064 S.F. FRONT DECK. 77 S.F. SWIMMING POOL: 748 S.F. Igoo TOTAL: 4827 S.F. or 8.9% I S350'. 5 7.0'I�'36"W 38 BW t.? I •O I DRAINAGE CALCULATIONS: IDWELLING FOOTPRINT: 2938 S.F. 2938 x 0.166488 CF REO. \ TYPICAL SILT (3) B'DIA x 4' DEEP DRYWELLS-531 cf PROVIDED \ SCREEN SECTION DRIVEWAY-4250 SQ.FT. 4250 x 0.166 706cf OWTEXTILE F (2) 10'DI4 x 6' DEEP DRYWELL- 821cf PROVIDED ----SUPPORT P05i5 WOOD OR METAL FLOW DIRECTIOW ~1 S/ O I EXCAVATED AND 6ACKFILLED TRENC SO•MM. BUT SUFFICIENT TO KEEF--- IsnNG GROUND SEDIMENT ON SITE 'fir HAY k ffil:�7T � BD/OR NC GST NO W oa a Or : `���'� OQ 04 0 4W LIMIT OF CLEARING, Uj GRADING AND GROUNDs�T TYPICAL ORYWELL CROSS SECTION CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED DISTURBANCE (GONG. PRECAST COMPONENTS) W 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.Q. 39.500 S.F.t \ FILL TO 18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. 4. 6*SLAII MR TRAFM WARM I APPROyrp Mx E"PPENEwr ow asr oNFRAME AND APPROVED ounET PFE PAW.4 RDI/1 —oovER ro Raaf TO E&Arr*gN =4 WVNED 1/8./1• I ® oaa° I 4 0 I I TYPICAL. CLEAN MUT 4. SLATE SURA�� 0 STOPPER ENO IND I 0 �' ..OUAR g' —�� 3P ELBOW W WYE ;:: •:. •...;. BACK FILL MATERIAL TO BE I CLEAN SAND AND GRAVEL 8'D Y WELL 9.3.:0::::;: •...:.o..:: 39.01 ::::. 80.7' FLOWy .i / conc, wall I 1:•�^•`••1 DRY WELL is 8'DIAx4'DEEP IFOUNDATION cont. woli 29,8' 46'-3" LOCATION I09-14-21 I LAND N/F VACA7150' 35' 59'-4- cont. won OF I I MARY MCKAY I 6'DWt4 DEEEEP _ DWELLING W/WELL WATER I _ cone. won L.._ _� ?R _ � I PROPOSED PROPOSED I INGROUNID STAGING AREA I I z L.P. GAS TANK CONCRETE WASH OUT AREA M BED OF PROPOSED DRNEWAY. I I :EXP' 8111N `.L.F?. La X-- w xx I �3 51BI IR � --,t 1WELL 'DEEP DRY WELL w/INLEr i•._::.;:., Z U- 44 Q (1) 10 013" LP. f:: :{ }� I STOCK P SOILX I I ' 1.6' X i I ' ( I LIMIT OF CLEARING. I OWING AND GROUND ' DISTUR6WCE NW s•^� 282'`y�ry L I I 39,000 S.F.t DRY WE10 LL W/I LET I I • L.P. I TRANS.?� ,, �o CATV 110 I IRON`_ 023130 yV wELt CONSTRUCION ENTRANCE -ISPR ALI Gt, _ I -� 176.9¢ _ Ay C'A,S' _ VU TLE HILL � LAND (PRIVATE OF /P `�/--- _ JOSEPH � ROAD) (?5' R.oA� H & CAROLYN RICCI VACANT 150' 6 � I v N N OREGON ROAD SHOWN AS LCT 1 ON APPROVED MINOR SUBDNISOIN MAP THE WATER SUPPLY, WELLS, DRYKLLS AND CESSPOOL OF BAXTER 3ZOPERTIES, INC. LAST AMENEDED JULY 18, 1980 LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS SUBJECT TO COVENANTS & RESTRICTIONS LIBER 9272 PG.535 AND OR DATA 08TAINED FROM OTHERS MEV. 72'0 AREA: 75,1379.86 SQ.FT. or 1.74 ACRES ELEVATION DATUM: NAV088 OL LM BROWN LOAM UNAUTHORZD AL7ERA7701V OR ADD/710N TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN SCBROWN ONLY 70 ATE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 717LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEPrON, AND TO THE ASSIGNEES OF 7HE LENDING INS71TU710N, GUARANTEES ARE NOT TRANSFERABLE. —4.0' THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY UNES TO 7HE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE PALE NOT INTENOL'D TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC71ON OF FENCES, ADD177ONAL S7RUC7VRES OR AND OTHER IMPROVEMENTS EASEMENTS BROWN AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT 774E 77ME OF SURVEY FINE SP TO COARSE s SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: THOMAS JUUL HANSEN; MAP OR FND. LOCATION 09-14-21 FILED: REVISED 12-14-20 SITUATED AT:CUTCHOGUE REVISED 11-10-20 NO WATER TOWN OF: SCUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design APRIL 16, 2019 17' P.O. Bog 153 Aquebogue, New York 11931 MSD GEOSLIENCE PHONE (831)298-1588 FAX (631) 298-1588 FILE18-29 SCALE:1"=30' DATE:MAY 15, 2018 M Y.S USC. NO. 050882 maintaining the records of Robert J. Hermes k Kenneth N. Boychut S.C.T.M.# DISTRICT 1000 SECTION 72 BLOCK I LOT 1 . 10 IRIO190105-ZEC rotito S42037'28"W 28.S0' aw 5.0 Pip SO10 /0 V .0 'y 4V6 0- TOWN OF SOUTHOLD LOT COVERAGE HIN LINE ALONG BULKHEAD BASED ON LOT AREA LANDWARD OF COASTAL EROSION LINE 54,374 SOFT. or 1.25 ACRES dill .0 10 PROPOSED DWELLING: 2938 S.F. REAR WATERSIDE DECK WISTEPS: 1064 S.F. FRONT DECK: 77 S.F. SWIMMING POOL: 748 S.F. 0 TOTAL: 4827 S.F. or 8.9% S 350 W to 9 7.00' Aw4 ro-10 CIO DRAINAGE CALCULATIONS: F0 ?o DWELL)NO FOOTPRINT: 2938&F. 2938 x 0.168-488 CF RE0. (3) aDA x 4' DEEP DRYWELLS.3314 PROMED sGut..........., loN DRNEWAYw4250 SOXT. 30. 4250 x 0,166- 7064 _ZOrOMTkr rAOR (2) 10-CM x 6' DEEP ORM11- 82101 PROWDED Z )L1130 WOOU 001 MLIAL Mow wrCTON- 40 rX0"Tb AND SANOILLM IrRMC 50 MIN, FFICIENT To KEEP BUT SU SEDIMENT ON SITE HAY BAIL D /OR rr MaSILT FENCING 60 %06.1 Or 70 - b 04 -1 LIMIT or CLEARMO. TYPICAL DRYWELL CROSS SECTION GRADING AND GROUNDso_ (CONC. PRECAST COMPONENTS) CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED DISTURBANCE 314' STONE BLEND OR N.Y. STATE D.O.T, APPROVED R.C.A. 39,500 S.F-i 100' 1 FILL TO 18* (AIN.) ABOVE EXISTING GRADE FOR DRAINAGE. 14 WAN btify T"°"'r wet me A"wrom at"pvc entwo I/r/f, MK 41"k To awc 10 1=10w OW63 KC#4w 11r11. 10 MIM001 74 ---I M El 0 0 1 I 1b slxrAS"eIE OR STOPPER ENO OR KUG 116# 110 3' MIN. 80 ELBOW COLLAR BACK FILL MATERIAL 70 BE W WYE CLEAN SAND AND GRAVEL DRY WELL CLEAN WELL 58.3 8'DLAx4*DEEP 8'DIAX4'DEEP 0= DECK 8.(77.0) EL(79-0) Aa AV ......•:::;'•::::;; 2.0 52.0'– P�ED CAR*-.% 30.0'— ::. LAND NIF OF VACAT 150MARY MCKAY 210 DWELLING W/WELL WATER e-7% WELL COCLEANOUT8' 4*DEEP 74 PROPOSED =EAEA INGROUND L.P. GAS TANK CONCREX WASH OUT AREA IN SW OF PROPOSED DRftWY. S-T :EXP. A?, 10`DtAx6'DCEP LL. DRY WELL W/NLET LL. 10 POO MJD4 L P. 0 f% I V) STOCK 7.E L1W OF CLE ARING GRAMG AND GR6;JN0 262, varmstycr 39,000 S.F.* DRY WEI 10 iDIVG DEEP L.P. nXc. TRANS. O 'Q• f �.oCATV IRO S S 1 02330#1 w CONSTRUCTION ENTRANCE 11111!"PH44 RW04 "vet 176 t CA STLE ILL LAND IVIF VATE RPRI; ROAD OP W) (25' R.O.W-) JOSEPH & CAROLYW RICCI VACANT 150' NYS DEC COASTAL EROSION HAZARD LINE r AS SHOWN ON PANEL 5 AUG. 29, 1988 011'z�!.,T'l 41. wP.1E N OREGON ROAD 7 T� _- 7W WATER SUPPLY, WELLS, DRY AND CESSPOOL SHOWN AS LOT I ON APPROVED MINOR SU9DMSOfN MAP OF BAXTER PROPERTIES, INC. LAST AMENEDED JULY 18, 1980 LOCATIONS SHOW ARE FROM nELD OBSERVATIONS SUBJECT TO COVENANTS & RESTRICTIONS LIBER 9272 PG.535 AND OR DATA OBTAINED FROM OTHERS NAV088 ELEVATION DATUM: ELEV. 72,0 AREA- 75,879-86 SQ.FT. or 1.74 ACRES DR 8RM OL LOW uwulwWrD AL7FRA7701V OR AD0177ON TO THIS SURVEY IS A VIOLA17ON Or SECTION 7209 OF THE'NEW YORK STATE EDUCA77ON LAW COPIES OF THIS SURVEY ED SEAL SMALL GUARANTEES INDfCA1FD HEREON SHALL RUN 0.56 MAP NOT PORING THE LAND SURVEYOR'S EMBOSSED NOT BE CONSIDERED TO BE A VALID TRUE COPY WATErz Lik..E(S) P AUI5'T C: INSPECTED By THr_ OROM ONL y To THE PERSON FOR WHO THE SURVEY IS PREPARED AND ON HIS BEHALF To 7HE 77 7L£ COMPANY, GOVERNMENTAL AGENCY AND LENDING INS rITUT70N SC XAYEY SOC LISTED HMOV, AND TO THE ASSIGNEE'S OF THE LENDING INS77TU170N, GUARANTEES ARE NOT TRANSFERABLE. SUFFOLK COUNTYIDE-PT. Ci- HEALTH SERVICES. 4.0' THE acMTS OR DIMENSIONS SHOW HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPEanC PURPOSE AND USE THEREFORE THEY ARE CALL E35 18 HOUPS IN ADVANCE, PALE NOT INTENDED M MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION Or FENCES, ADD1770MAL STRUCTURES OR AND OTHER IMPRO"EWTS, EASEMENTS BROWN AND/O4 SUBXRFACE SIRUCIURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALL Y EVIDENT ON 7HE PREMISES AT "IF AME Or SURVEY 2 TO c-'�C,:� tl$,�.UiE INCIPZCTION(S). FINE SIM TO THOMAS JUUL HANSEN; CoqM SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: sArro MAP OF: P. Ali FILED: REVISED 12-14-20Z SITUATED AT, CUTCHOGUE REVISED 11-10-20 TowN OF. SOLTHOLD KENNETH X WqY CHUK LAND�SURVEYING. PLLC REVISED 04-09-20 NO *ATMProfessional Land Surveying and Design REVISED 10-03-19 1 17' SUFFOLK COUNTY, NEW YORK P.O. Box 153 Aquebogue, New York 11931 REVISED 08-27-19 APRIL 10, 2019 PHONE (631)295-1588 FAX (631) e98-1588 MCDONALD CEOSCENCE �p JUNE 29, 2019 ADD PROP. DWELLING FILE 111 18-29 SCALE:10-30' DATE:MAY 15, 2018 N.Y.S. LISC. NO, 050882 maintaining the tecat of RebeK J. Bennem & Kenneth X. Werhuk GENERAL STRUCTURAL NOTES FOUNDATIONS CONT'D STRUCTURAL STEEL WOOD FRAMING Architect: 1. ALL WORK SHALL CONFORM TO THE CODE & REFERENCE STANDARDS LISTED 4. - COMPACTED GRANULAR FILL SHALL CONSIST OF BROKEN OR CRUSHED 1. STRUCTURAL STEEL SHAPES SHALL HAVE THE FOLLOWING PROPERTIES: 1. THE DESIGN AND INSTALLATION OF WOOD FRAMING MEMBERS SHALL CONFORM _ BELOW. STONE, OR BANK OR CRUSHED GRAVEL AND SHALL CONSIST OF SOUND, TOUGH, WIDE FLANGE ASTM A992 (Fy= 50 KSI) TO THE "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", THE "WOOD CURTISS A.D. DURABLE PARTICLES FREE FROM SOFT, THIN, ELONGATED OR LAMINATED PIECES ANGLES & CHANNELS ASTM A36 (Fy= 36 KSI) FRAME CONSTRUCTION MANUAL FOR ONE-AND-TWO FAMILY DWELLINGS", AND THE 2. THE STRUCTURAL DRAWINGS SHALL BE COORDINATED WITH THE ARCHITECTURAL, AND FREE OF MUD, DIRT, VEGETATIVE OR OTHER DELETERIOUS SUBSTANCES PLATES ASTM A36 (Fy= 36 KSI) INTERNATIONAL RESIDENTIAL CODE, WHERE APPLICABLE. James Curtiss, R.A. _ M/E/P/S DRAWINGS (INCLUDING ALL CONTRACT SHOP DRAWINGS) AND EQUIPMENT GRADED AS FOLLOWS: HOLLOW STRUCTURAL SHAPES ASTM A500, Gr. C (Fy= 50 KSI) P.O.BOX 311 MANUFACTURERS TO ENSURE THAT OPENINGS, ANCHORS, INSERTS, SLEEVES, SQUARE MESH SIZE PERCENT PASSING BY WEIGHT: 2. ALL NEW GENERAL FRAMING LUMBER SHALL BE SPECIES TYPE ATTACHMENTS, ETC. ARE PROVIDED AS REQUIRED. SOME OF THE DETAILS OF THE PASS 3 Y2" 100 2. SHOP DRAWINGS PREPARED UNDER THE SUPERVISION OF A LICENSED DOUGLAS-FIR-LARCH #1 OR BETTER, WITH Fb= 900 PSI. Williston Park, N.Y. 11596 WORK ARE SHOWN ON THESE DRAWING SHOULD BE CAREFULLY REVIEWED BY THE PASS 1 Y2" 55-100 STRUCTURAL ENGINEERING, INCLUDING COMPLETE DETAILS FOR THE FABRICATION CONTRACTOR TO FULLY COMPREHEND THE FULL SCOPE OF WORK. PASS 3/a" 40-65 AND ASSEMBLY OF STRUCTURAL STEEL MEMBERS, PROCEDURES AND DIAGRAMS 3. LUMBER SHALL BE PROPERLY SEASONED AND SHALL BE NEW UNLESS 718.702.7354 PASS Y4" 25-60 SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. THE STEEL FABRICATOR OTHERWISE APPROVED BY THE ENGINEER. jcurtissarch@gmail.com 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND COORDINATING PASS #10 15-45 SHALL BE AISC QUALITY CERTIFIED CATEGORY 1 OR 2. @g ALL DIMENSIONS WITH THE ARCHITECTURAL AND M/E/P/S DRAWINGS. IN CASE PASS #40 5-25 4. LUMBER SHALL BE FREE FROM KNOTS, SHAKES, ROT, CHECKS OR OTHER Owner- Desi Designer- Interiors: OF CONFLICT, THE CONTRACTOR SHALL IMMEDIATELY REQUEST A CLARIFICATION PASS #200 0-5 3. ALL BOLTS SHALL BE %" 0 MIN. TYPE-x U.N.O. AND CONFORM TO ASTM DEFECTS. g FROM THE ARCHITECT/ENGINEER. A325. BOLTS SHALL BE HEAVY HEX WIT HEAVY HEX NUTS AND PLAIN HARDENED 5. NEW FLOOR & ROOF JOISTS, HEADERS AND TRIMMERS, AS WELL AS OTHER Thomas Juul-Hansen, LLC 4. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN 5. THE COMPACTION EFFORT, WHERE REQUIRED, SHALL BE INSPECTED BY THE WASHERS CONFORMING TO ASTM F436. HORIZONTAL MEMBERS SHALL BE SET WITH THE CROWN EDGE UPWARD. 15 Maiden Lane, 19th Floor OWNER'S GEOTECHNICAL ENGINEER. MATERIAL REQUIRING COMPACTION SHALL BE New York NY 10038 FIELD PRIOR TO THE FABRICATION AND ERECTION OF ANY MATERIAL. ANY 4. WHERE CONNECTIONS ARE NOT SPECIFICALLY DETAILED ON THE DRAWINGS, PLACED IN MAXIMUM 8 LIFTS BEFORE COMPACTION. EACH LIFT SHALL BE Phone 646.246.3593 UNUSUAL CONDITIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE CONNECTIONS SHALL BE DESIGNED BY THE STEEL DETAILER FOR THE FOLLOWING 6. WOOD BEAMS SHALL HAVE A MINIMUM 4 BEARING AT MASONRY SUPPORT AND ATTENTION OF THE ARCHITECT/ENGINEER. COMPACTED WITH APPROPRIATE EQUIPMENT TO A MINIMUM 95 % ITS MAXIMUM REACTIONS: 2" BEARING AT STEEL SUPPORT. DENSITY AT OR NEAR OPTIMUM MOISTURE. NO LIFTS SHALL BE PLACED WHEN MOMENT: 5. IF ANY FIELD CONDITIONS PRECLUDE COMPLIANCE WITH THE DRAWINGS AND/OR WEATHER CONDITIONS ARE SUCH THAT THE MOISTURE CONTENT OF THE MATERIALCANNOT BE PROPERLY CONTROLLEDLRFD: O*Zxx*Fy (KIP-IN) ASD: Sxx*Fy/S2 7. JOISTS HANGERS, STRAPS, HOLD-DOWNS, TIES, CAPS, AND BASES SHALL BE Consultants: . CONDITIONS SPECIFIED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE SHEAR: SIMPSON OR APPROVED EQUAL. ATTACHMENT OF THESE DEVICES SHALL BE IN ARCHITECT/ENGINEER AND SHALL NOT PROCEED WITH ANY WORK THAT WOULD BE 6. ALL SOIL SURROUNDING AND UNDER NEW AND EXISTING FOUNDATIONS SHALL LRFD & ASD: 2*Zxx*FY/(4*BEAM LENGTH) ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. Structural Engineer: AFFECTED UNTIL FORMALLY DIRECTED BY THE ARCHITECT/ENGINEER ON HOW TO BE PROTECTED FROM FREEZING AND FROST ACTION THROUGHOUT THE COURSE OF Reilly Tarantino PROCEED. CONSTRUCTION. 5. WHERE STEEL MEMBERS ARE SPECIFIED TO BE SPLICED, THE SPLICE SHALL BE 8. JOISTS SHALL BE CROSS-BRIDGED AT MID-SPAN OR INTERVALS NOT TO Y DESIGNED BY THE STEEL DETAILER TO DEVELOP THE FULL CAPACITY OF THE EXCEED 8'-0" O.C. AND SECURELY NAILED AT EACH END. BRIDGING SHALL NOT 100 Park Blvd. • 6. THE CONTRACTOR SHALL MAKE NO DEVIATION FROM THE DESIGN DRAWINGS 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LIMITING POURS TO MINIMIZE SECTION UNLESS FORCES AT THE SPLICE LOCATION ARE SPECIFIED ON THE BE NAILED UNTIL AFTER PARTITIONS ARE IN PLACE. PROVIDE SOLID BRIDGING #209 WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. SHRINKAGE CRACKING. WALL CONTRACTION AND/OR CONSTRUCTION JOINTS SHALL DRAWINGS. SUCH SPLICES SHALL NOT INTERFERE WITH ANY ARCHITECTURAL OR BETWEEN BEAMS OVER GIRDERS AND PLATES OF BEARING BEARING PARTITIONS. Massapequa Park, New York, 11762 BE SPACED A A MAXIMUM DISTANCE OF 40'-0". SLAB CONTRACTION AND/OR MECHANICAL CLEARANCES. ALL SPLICE DETAILS AND LOCATIONS SHALL BE SHOWN METAL BRIDGING STRAPS MAY BE SUBSTITUTED AND INSTALLED ACCORDINGLY.ON THE SHOP DRAWINGS. WHERE SPLICES NOT SPECIFIED ON THE DRAWINGS AR hone 631.724.7888 CONSTRUCTION JOINTS SHALL BE SPACED AT A MAXIMUM DISTANCE OF 15 -0 . 7. IN CASE OF CONFLICT BETWEEN NOTES, DETAILS AND SPECIFICATIONS, THE PROPOSED BY THE CONTRACTOR, THE CONTRACTOR SHALL OBTAIN WRITTEN 9. NOTCHES WHERE REQUIRED AT THE EXTREME ENDS OF WOOD BEAMS SHALL BE p MOST STRINGENT REQUIREMENTS SHALL GOVERN. THE LOCATION AND CONFIGURATION OF PROPOSED JOINTS SHALL BE COORDINATED APPROVAL FROM THE ENGINEER. LIMITED TO THE TOP EDGE AND SHALL NOT EXCEED Y4" DEPTH OF THE BEAM. MEP Engineer: 8. THIS STRUCTURE HAS BEEN DESIGNED TO BE SELF-SUPORTING AND .STABLE WITH THE ARCHITECT AND THE STRUCTURAL ENGINEER. g AFTER CONSTRUCTION OF THE STRUCTURE HAS BEEN COMPLETED. THE STABILITY 8. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE 6. ALL DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO THE AISC 10. PROVIDE A MINIMUM Y2" AIR SPACE BETWEEN WOOD AND CONCRETE OR OF THE STRUCTURE PRIOR TO COMPLETION IS THE SOLE RESPONSIBILITY OF THE "` SLEEVES, OPENINGS, ANCHOR BOLTS, ETC. AS REQUIRED FOR THE BUILDING "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" AND AISC "CODE OF MASONRY. OTHERWISE, PROTECT OR TREAT WOOD IN CONTACT WITH CONCRETE CONTRACTOR. JOB SITE SAFETY AND CONSTRUCTION PROCEDURES ARE THE SOLE STRUCTURE AND FOR THE WORK OF OTHER TRADES BEFORE SETTING FORMS. STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES", LATEST EDITIONS. OR MASONRY. RESPONSIBILITY OF THE CONTRACTOR. LACK OF COMMENT BY THE COORDINATE ALL REQUIREMENTS WITH THE ARCHITECTURAL AND M/E/P/S ARCHITECT/ENGINEER IS NOT TO BE INTERPRETED AS APPROVAL OF THOSE DRAWINGS. 7. ALL BOLTING SHALL CONFORM TO THE RESEARCH COUNCIL ON STRUCTURAL 11. THE DRILLING OF HOLES SHOULD BE THROUGH HORIZONTAL MEMBERS TO ASPECTS OF WORK. CONNECTIONS" SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR FACILITATE THE INSTALLATION OF PIPING OR CONDUIT WILL ONLY PERMITTED WITH 9. VERTICAL CONSTRUCTION JOINTS IN WALLS SHALL BE USED ONLY WHEN A490 BOLTS", LATEST EDITIONS. THE FOLLOWING LIMITATIONS: 9. INCORRECTLY FABRICATED, DAMAGED OR OTHERWISE MISALIGNED OR THE DIAMETER OF SUCH HOLES SHALL NOT BE MORE THAN Y2" GREATER NON-CONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE UNAVOIDABLE AND SHALL TLOCATED AT A MINIMUM 6 -0 FROM ANY 8. ALL WELDING SHALL CONFORM TO AWS CODE D1.1 THE WELDING THAN THE OUTSIDE DIAMETER OF THE PIPE OR CONDUIT. UNDER NO ARCHITECT/ENGINEER PRIOR TO REMEDIAL OR CORRECTIVE ACTION. IF FAULTY SUPPORTING PIER OR BUTTRESS, ESS, EXCEPT WHERE SPECIFICALLY SHOWN ON THE CODE - STEEL", LATEST EDITION. CIRCUMSTANCES SHALL THE HOLD DIAMETER EXCEED 1 Y2" OR Yo. THE BEAM CONSTRUCTION PROCEDURES OR MATERIALS RESULT IN DEFECTIVE WORK THAT DRAWINGS. NO HORIZONTAL CONSTRUCTION JOINTS OTHER THAN THOSE SHOWN ON THE DRAWINGS WILL BE ALLOWED. DEPTH, WHICHEVER IS SMALLER. Seal: REQUIRES ADDITIONAL ENGINEERING TIME TO DEVISE CORRECTIVE MEASURE, 9. ALL STRUCTURAL STEEL SHALL BE CLEANED IN ACCORDANCE WITH THE STEEL ALL DRILLING OF HOLES SHOULD BE THROUGH THE NEUTRAL AXIS OR PROFESSIONAL FEES MAY BE CHARGED TO THE CONTRACTOR AT THE STANDARD 10. ALL REQUIRED UNDERPINNING, SHEETING, SHORING OR OTHER SIMILAR STRUCTURES PAINTING COUNCIL SPECIFICATION SP-3-82 FOR POWER TOOL CENTERLINE OF BEAM WHERE POSSIBLE. DRILLED HOLES SHALL BE LIMITED TO HOURLY RATE OF ADDITIONAL SERVICES. SUCH FEES MAY BE WITHHELD FROM EXCAVATION CONSTRUCTION ACTIVITIES SHALL BE THE SOLE RESPONSIBILITY OF CLEANING AND PAINTED TO A MINIMUM DRY FILM THICKNESS OF 2 MILS WITH A THE MIDDLE THIRD OF THE SPAN AND THE MIDDLE THIRD OF THE DEPTH. THE GENERAL CONTRACTOR'S PAYMENT. THE CONTRACTOR AND SHALL BE THE SUBJECT OF CONTROLLED INSPECTIONS AS SHOP COAT OF TNEMEC #10-99 ALKYD RUST INHIBITIVE PRIMER AS THE NUMBER OF FIELD ADDED HOLES (NOT INCLUDING HOLES RELATED TO 10. DO NOT SCALE DRAWINGS. REQUIRED BY THE REFERENCED BUILDING CODE. THE CONTRACTOR SHALL RETAIN MANUFACTURED BY TNEMEC COMPANY, INC. KANSAS CITY, MO, OR APPROVED CONNECTIONS) SHALL NOT EXCEED ONE HOLDER PER EACH 5 FEET LENGTH OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW YORK TO PROVIDE EQUAL. THE MEMBERS. -A' O N�� ALL NECESSARY DESIGNS AND REQUIRED INSPECTIONS. CONTRACTOR SHALL THE SPACING BETWEEN HOLES SHALL BE A MINIMUM OF 8 HOLE DIAMETERS �Q' ONY J.T }"O BUILDING CODE & REFERENCED STANDARDS SUBMIT SIGNED & SEALED DRAWINGS OF SUCH DESIGNS TO THE ENGINEER OF 10. ALL STRUCTURAL STEEL PLATES, BOLTS, NUTS, WASHERS, ETC. AS PART OF (BASED ON THE LARGER DIAMETER OF ANY ADJACENT HOLE). THE DISTANCE IS �'�` 1. 2020 INTERNATIONAL BUILDING CODE 2020 INTERNATIONAL RESIDENTIAL CODE EXPOSED EXTERIOR STEEL DUNNAGE OR OTHER MEMBERS NOTED ON THE MEASURED BETWEEN THE NEAREST EDGES OF ADJACENT HOLES. L RECORD TO REVIEW. 2020 NEW YORK CITY BUILDING CODE] DRAWINGS TO BE GALVANIZED SHALL BE HOT-DIP GALVANZIED AFTER FABRICATION THE TOP AND BOTTOM EDGES OF JOISTS SHALL NOT BE NOTCHED UNDER n 2. ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. 11. ALL EXISTING FOUNDATIONS AND EXISTING CONDITIONS DEPICTED ON THE CONFORMING TO ASTM A123 AND A153. TRIMMED ENDS OF STEEL AND ANDY CIRCUMSTANCES UNLESS A SPECIFIC NOTCH SIZE AND LOCATION IS 2 DRAWINGS ARE BASED ON LIMITED FIELD OBSERVATIONS. ANY UNUSUAL DISTURBED SURFACES SHALL RECEIVE A BASE COAT OF Z.R.C. COLD GALVANIZING PROVIDED IN WRITING BY THE ENGINEER. DESIGN CRITERIA CONDITIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION COMPOUND MANUFACTURED BY -Z.R.C. CHEMICAL PRODUCTS INC., QUINCY, MA, OR 1. DEAD LOADS PER MATERIAL OF THE ENGINEER OF RECORD. EQUAL AND A TOP COAT OF ALUMINUM BASED PAINT. 12. FLITCH BEAMS SHALL BE THRU-BOLTED WITH 3V' 0 A307 OR A36 BOLTS, 2. FLOOR LIVE LOADS NUTS AND WASHERS, 2 AT EACH END WITH REMAINDER 1'-6" O.C. STAGGERED • RESIDENTIAL 12. AT NO TIME SHALL BULLDOZERS, TRUCKS OR OTHER HEAVY EQUIPMENT BE 11. ALL GROUT FOR BASE PLATES AND ANCHOR BOLTS SHALL BE NON-METALLIC TOP AND BOTTOM. ONE & TWO-FAMILY DWELLINGS PERMITTED CLOSER THAN 8'-0" TO ANY FOUNDATION WALL. AND OF NON-SHRINKAGE TYPE WITH A MINIMUM COMPRESSIVE STRENGTH OF UNINHABITED ATTIC W/ STORAGE 20 PSF 5,000 PSI AT 28 DAYS. 13. ALL PLYWOOD SHEATHING SHALL COMPLY WITH APA. PLYWOOD SHALL MEET UNINHABITED ATTIC W/O STORAGE 10 PSF 13. CONFORM TO ALL BUILDING CODE PROVISIONS AND OSHA REQUIREMENTS C-D INTERIOR APA, STRUCTURAL I AND II C-D INTERIOR APA OR STRUCTURAL 1 HABITABLE ATTICS & SLEEPING ROOMS 30 PSF REGARDING THE BRACING, SHEETING, SHORING ETC. OF EXCAVATIONS. 12. ALL STEEL EXPOSED TO WEATHER SHALL BE HOT-DIP GALVANIZED AFTER AND 22 C-C EXTERIOR APA. ALL OTHER AREAS EXCEPT STAIRS 40 PSF FABRICATION CONFORMING TO ASTM A123 & A153. " ALL OTHER RESIDENTIAL OCCUPANCIES CONCRETE 14. PLYWOOD SHALL BE GLUE-NAILED TO THE ROOF/FLOOR JOISTS USING AN PRIVATE ROOMS AND CORRIDORS SERVING 40 PSF 1. CONCRETE SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ACI-318, 13. ALL BEAMS AND COLUMNS ADJACENT TO MASONRY SHALL HAVE DOVETAIL APA APPROVED ADHESIVE. PUBLIC ROOMS AND CORRIDORS SERVING 100 PSF "MINIMUM REQUIREMENTS FOR STRUCTURAL CONCRETE", LATEST EDITION. ANCHORS AT 1'-4" O.C. MAXIMUM OR THE EQUIVALENT INSTALLED UNLESS " ROOF LIVE LOAD 20 PSF OTHERWISE NOTED ON THE DRAWINGS. REFER TO THE ARCHITECTURAL DRAWINGS 15. ENGINEERED LUMBER SHALL BE ONE OF THE FOLLOWING (OR`APPROVED 2. CONCRETE MIX SHALL BE DESIGNED BY A CERTIFIED LABORATORY AND AND SPECIFICATIONS FOR REQUIREMENTS. EQUAL): 3. SNOW LOADS APPROVED BY THE STRUCTURAL ENGINEER. A. MICROLAM LVL BEAMS BY TRUSJOIST MACMILLAN No. Date Submission / Revisions GROUND SNOW LOAD, Pg = 20 PSF 14. REFER TO THE ARCHITECTURAL AND M/E/P/S DRAWINGS FOR OTHER B. TJI/PRO WOOD "I" JOIST BY TRUSJOIST MACMILLAN 3.17.21 FILE FOR BUILDING PERMIT SNOW EXPOSURE FACTOR, Ce = 0.9 3. THE FOLLOWING MIX PARAMETERS SHALL BE USED: REQUIRED MISCELLANEOUS STEEL. SNOW LOAD IMPORTANCE FACTOR, Is = 1.0 ELEMENT 28 DAY STRENGTH W C AIR CONTENT C. PARATIO PSL A TRUSJOIST ST MACMILLAN THERMAL FACTOR, Ct = 1.0 -� 15. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY GUYING AND BRACING THE INSTALLATION OF EACH ITEM SHALL BE IN STRICT ACCORDANCE WITH FOOTINGS 4,000 PSI 0.45 6% f 1.5� MANUFACTURER'S SPECIFICATIONS. DRIFT SURCHARGE LOAD, Pd = N/A FDN. WALLS . 4,000 PSI 0.45 6% f 1.5% ALL STRUCTURAL STEEL TO MAINTAIN SAFETY, STABILITY AND ALIGNMENT DURING WIDTH OF SNOW DRIFT, w = N/A EXT. SLAB 4,000 PSI 0.45 6% f 1.5% ALL PHASES OF CONSTRUCTION, AND SPECIFICALLY DURING CONCRETE FLAT-ROOF SNOW LOAD, Pf = 18 PSF STRUCT. SLABS 4,000 PSI 0.45 LESS THAN 3% OPERATIONS. SUCH BUYING AND BRACING SHALL REMAIN IN PLACE UNTIL THE STRUCTURAL ABBREVIATIONS STRUCTURAL SYMBOLS STRUCTURE HAS ATTAINED ADEQUATE:.STRENGTH. -A.B. = ANCHOR BOLT -L.W.C. = LIGHT WEIGHT CONCRETE 4. WIND LOADS 4. UNLESS OTHERWISE NOTES, CONCRETE SHALL BE NORMAL WEIGHT 145 PCF -B. = BOTTOM -L.L.V. = LONG LEG VERTICAL ( ) t!)- MOMENT CONNECTION ULTIMATE DESIGN WIND SPEED, Vult. = 130 MPH USING HARDROCK AGGREGATES. AGGREGATES USED IN CONCRETE SHALL 16. ALL STRUCTURAL STEEL WORK SHALL BE INSPECTED BY A LICENSED -BM. = BEAM -L.P. = LOW POINT RISK CATEGORY = II CONFORM TO ASTM C33, CONCRETE AGGREGATES. CERTIFIED TESTING AGENCY HIRED BY THE OWNER. ALL INSPECTIONS SHALL BE -BRG. = BEARING -MAS. = MASONRY a COLUMN ABOVE EXPOSURE CATEGORY = D IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE AMERICAN INSTITUTE OF -BLK. = BLOCK -MTL. = METAL INTERNAL PRESSURE COEFFICIENT = 0.0018 5. WATER USED IN CONCRETE WORK SHALL BE CLEAN AND POTABLE. STEEL CONSTRUCTION AND GENERALLY ACCEPTED INDUSTRY PRACTICE. THE -B.O.F. = BOTTOM OF FOUNDATION -NF. = NEAR FACE COLUMN BELOW COMPONENT & CLADDING PRESSURE = 35 PSF CONTRACTOR SHALL PROVIDE CERTIFIED LABORATORY MATERIAL CERTIFICATES FOR -BOT. = BOTTOM -N.W.C. = NORMAL WEIGHT CONCRETE _ 6. PORTLAND CEMENT SHALL CONFORM TO ASTM C150. ALL CONCRETE SHALL BE EACH DELIVERY OF MATERIAL .BROUGHT TO THE SITE. CERTIFIED REPORTS -B.P. = BASE PLATE -N.I.C. = NOT IN CONTRACT --�_ STEEL BEAM PENETRATION 5. SEISMIC LOADS ALL TYPE II. MAXIMUM CHLORIDE ION, PERCENT BY WEIGHT OF CEMENT, SHALL PREPARED BY THE .TESTING AGENCY SHALL BE SUBMITTED TO THE ENGINEER FOR -BRKT. = BRACKET -O.C. = ON CENTER RISK CATEGORY = II BE 0.06. REVIEW THAT ATTEST TO THE COMPLETENESS AND ADHERENCE OF THE WORK TO -C.I.P. = CAST-IN-PLACE -O.D. = ,OUTSIDE DIAMETER 7 �ITT CHANGE IN STRUCTURE ELEVATION'S SEISMIC IMPORTANCE FACTOR, le = 1.0 THE CONTRACT DOCUMENTS BY THE CONTRACTOR. -CLR. = CLEAR -OPNG. = OPENING i SPECTRAL RESPONSE ACCEL, SHORT, Ss = 0.178 7. CONCRETE MIXING, PLACEMENT AND QUALITY SHALL BE PER IBC SECTION 1905, -COL. = COLUMN -P.C. = PILE CAP SPECTRAL RESPONSE ACCEL, 1 SECOND, S1 = 0.05 ASTM C94, ASTM C685, AND ACI 302. MECHANICALLY VIBRATE ALL CONCRETE -CONC. = CONCRETE -PL. = PLATE SITE CLASS = D WHEN PLACED, EXCEPT SLABS ON GRADE NEED ONLY BE VIBRATED OR -C.M.U. = CONCRETE MASONRY UNIT -PT. = POINT DESIGN SPECTRAL RESPONSE, Sds = 0.19 THOROUGHLY RODDED AROUND EMBEDDED STRAPS OR HARDWARE, BOLTS FOR -CONST. JT. = CONSTRUCTION JOINT -P.T. = PRESSURE-TREATED DESIGN SPECTRAL RESPONSE, Sd1 = 0.08 HOLDOWNS, PT ANCHORAGES (IF NECESSARY), CURBS AND EDGES OF SLAB STEPS -CONT. = CONTINUOUS -PVC. = POLYVINYL CHLORIDE SEISMIC DESIGN CATEGORY B AND UNDER FLOOR DUCTS OR SIMILAR ELEMENTS. -C.J. = CONTROL JOINT -PSF. = POUNDS PER SQUARE FOOT Project Address: BASIC SEISMIC FORCE-RESISTING SYSTEM = WOOD FRAMED SHEAR -DEPR. = DEPRESSION -PSI. = POUNDS PER SQUARE INCH WALLS 8. CONFORM TO ACI HOT AND COLD WEATHER CONCRETING REQUIREMENTS, ACI -DET. = DETAIL -R. = RADIUS DESIGN BASE SHEAR = 2.5 KIP 305 AND ACI 306, LATEST REVISIONS. -D.L. = DEVELOPMENT LENGTH -REINF. = REINFORCED SEISMIC RESPONSE COEFFICIENT, CS = 0.07 -DIA. = DIAMETER -RETG. = RETAINING 500 CASTLE HILL RD. RESPONSE MODIFICATION COEFFICIENT, R = 5 9. CONCRETE FORMWORK SHALL BE FREE OF DEBRIS AND OIL TO ALLOW FOR -DIM. = DIMENSION -RET. = RETURN ANALYSIS PROCEDURE USED = EQUIVALENT LATERAL PROPER REMOVAL. FORMWORK SHALL REMAIN IN PLACE FOR A MINIMUM OF 7 -DIR. = DIRECTION -R.E. = RIGHT END CUTCHOGUE FORCE DAYS' FOR WALL FORMS AND 21 DAYS FOR BEAM FORMS UNLESS OTHERWISE -DWLS. = DOWELS -SECT. = SECTION DIRECTED BY THE ENGINEER. AFTER SUCH TIME, ALL FORMWORK SHALL BE -EA. = EACH -S.C. = SHEAR CONNECTOR 6. LATERAL EARTH PRESSURES REMOVED. -E.E. = EACH END -SHT. = SHEET NEW YORK 11935 EQUIVALENT LIQUID HEAD 40 PSF -E.F. = EACH FACE -S.L.V. = SHORT LEG VERTICAL AT REST 60 PSF 10. REINFORCING FOR CONCRETE SHALL BE DEFORMED BILLET STEEL -E.J. = EXPANSION JOINT -SIM. = SIMILAR CONFORMING TO ASTM A615, GRADE 60. -E.S. = EACH SIDE -S.O.G. = 'SLAB ON GRADE SPECIAL INSPECTIONS -EQ. = EQUAL -S.L. = SPLICE LENGTH SQUARE EACH WAY -SQ W. = . = THE FOLLOWING WORK ITEMS REQUIRE SPECIAL INSPECTIONS IN ACCORDANCE WITH 11. WHERE SPECIFICALLY INDICATED ON DRAWINGS, REINFORCING REQUIRING -E. Date: 03.17.21 APPLICABLE BUILDING CODE SECTION NOTED. EPDXY SHALL CONFORM TO ASTM A934-07. -EXIST. = EXISTING -STD. = STANDARD ITEM CODE SECTION -EXST. = EXISTING -STL. _ STEEL Project No: 21.001 = 12. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 WITH AMINIMUM -EXP. BOLT = EXPANSION BOLT -S.D.I. STEEL DECK INSTITUTE- P. JT. = EXPANSION JOINT -S.F. = STEP FOOTING OR SQUARE FOOT Scale: AS NOTED EX -STEEL CONSTRUCTION BC 1705.2 YIELD STRENGTH OF 75 KSI. LAP ONE MESH SIZE AT SIDES AND ENDS, AND = = -STRUCTURAL STEEL BC 1705.2.1 WIRE TOGETHER. WELDED WIRE FABRIC SHALL BE SUPPLIED IN SHE -EX FAR FACE -STIFF. STIFFENER !Drawn By: JC SHEETS ONLY. -FT. = FOOT A FEET -STR. = STRUCTURAL -CONCRETE BC 1705.3 13. ALL ITEMS CAST IN SLAB, SUCH AS REINFORCEMENT, PIPLES, SLEEVES, ETC. -FIN. = FINISH -SUP. = SUPPORT Dwg. Title: FOUNDATIONS SHALL BE SECURED PRIOR TO PLACING CONCRETE. -FL. = FLOOR -SYM. = SYMMETRICAL 1. FOOTINGS/MATT FOUNDATION HAS BEEN DESIGNED FOR A MAXIMUM ALLOWABLE -FTG. = FOOTING -THK. = THICK OR THICKNESS BEARING PRESSURE OF 2 TSF. 14. CONCRETE SHALL BE PLACED IN A MANNER TO AVOID SEGREGATION OF -FND. = FOUNDATION -THRD. = THREADED GENERAL NOTES AGGREGATES. UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED 5 FEET. -GALV. = GALVANIZED -T&B. = TOP AND BOTTOM 2. ALL UNSUITABLE MATERIAL (BRICK FRAGMENTS, ASPHALT, CONCRETE BOULDER, -GA. = GAUGE -T. = TOP T= GRADE - = TOP OF ETC.) WITHIN THE BUILDING AREA AND EXCAVATION SHALL BE REMOVED FROM THE 15. PIPES OTHER THAN ELECTRICAL CONDUITS SHALL NOT BE EMBEDDED IN -GR. SITE. ALL WATER AND UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE STRUCTURAL CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED BY THE -G.B. = GRADE BEAM -TO. = TOP OF BOTTOM OF THE EXCAVATION BEFORE COMPACTING SUBGRADE AND PACING ENGINEER. MAXIMUM PIPE SIZE SHALL NOT EXCEED Y3 OF THE SLAB THICKNESS -G.P. = GUSSET PLATE -T.O.C. = TOP OF CONCRETE CONCRETE OR GRANULAR FILL. AND BE LOCATED IN THE MIDDLE THIRD OF THE SLAB. MINIMUM SPACING SHALL -HT. = HEIGHT -T.O.F. = TOP OF FOUNDATION 3. GRADE BEAMS AND PILE CAPS SHALL BE POURED OVER UNDISTURBED OR BE 3 TIMES THE PIPE DIAMETER. PIPES SHALL NOT IMPAIR THE STRENGTH OF -H.P. = HIGH POINT -T.O.S. = TOP OF STEEL COMPACTED NATIVE SOIL AND/OR GRANULAR FILL (IF REQUIRED). THE MEMBER. -H.S. = HIGH STRENGTH -T.O.W. = TOP OF WALL Dwg. No.: -H.E.F. = HORIZONTAL EACH FACE -TYP. = TYPICAL 16. CONCRETE SLABS SHALL BE PROTECTED FROM LOSS OF SURFACE MOISTURE -H.I.F. = HORIZONTAL INSIDE FACE . -U.N.O. = UNLESS NOTED OTHERWISE FOR NOT LESS THAN 7 DAYS BY USING A CURING COMPOUND CONFORMING TO OTHERWISE-H.O.F. = HORIZONTAL OUTSIDE FACE - . UNDERSIDE -HOR. ASTM C-309 OR BY WET BURLAP OR A PLASTIC MEMBRANE. = HORIZONTAL -VE.F. = VERTICAL EACH FACE -IN. = INCH -V.I.F. = VERIFY IN FIELD 17. SHOP DRAWINGS FOR STEEL REINFORCEMENT SIZE AND LOCATIONS, -I.D. = INSIDE DIAMETER -V.O.F. = VERTICAL OUTSIDE FACE FORMWORK, SHORING AND RE-SHORING MEMBERS SHALL BE SUBMITTED TO -INV. = INVERT -W.W.F. WELDED WIRE FABRIC ENGINEER OF RECORD. -JT. = JOINT -W/ _ .WITH ■ 0 %0 -JST. = JOIST -W.P. = WORKING POINT -K. = KIP (1000 POUNDS) -L.W. = LIGHT WEIGHT Page: 18 OF 30 --- — --- Architect: CURTISS A.D. James Curtiss, R.A. P.O.Box 311 Williston Park N.Y. 11596 718.702.7354 jcurtissarch@gmail.com Owner- Designer- Interiors: Thomas Juul-Hansen, LLC 1 15 Maiden Lane, 19th Floor New York, NY 10038 Phone 646.246.3593 Consultants: Structural Engineer: - Reilly Tarantino 100 Park Blvd. o #209 Massapequa Park, New York, 11762 one � --- - - -- -- - - - ---_ � - - - ---- 631 724 7888 EP Engineer: 1'-0" (TYP.) — — — — — — — — — — — — Ln 2 - - ---- --- FO-500 o I 1 o" Seal: I `O 7'-7" 12'-8" 17'-5Y2" 18'-1 1Y2" 10 FF6.0 '00 I �I 0 f` N� 2*_IO» T/ SLAB I �P QNY J. EL = +69'-0' (DATUM) ,�'� U_ T SLAB 0 EL = +67'-0" (DATUM) I N �779C? 10" o WOOD COL. BEARING WALL 0 7 - ABOVE TYP.)7 ABOVE (TYP.) M, 2$-Olt orJ r _.. - ..-T ..-- _ - _ _ _ - _ ._. _ _ _ _ _ _ _ - _ _ J _ �L J L I - I 3 I— F6.0 No. Date Submission / Revisions 6 FO-500 2'-0" WIDE CONC. I 3.17.21 FILE FOR BUILDING PERMIT FO-500 HAUNCH. SEE DETAIL FOR REINF. SIZE & SPACING STL. COL. • 16 4 -8 ABOVE (TYP.) -6I„ „ 10" FOUNDATION WALLS CONC. FOOTING W/ 0 SHALL BE REINF. W/ N i �1 -�-- -�- i 12-#5 EACH WAY I I I 10 I 0) #5@12")12" H&V E.F. N T/ SLAB I Fo-5oo . N (TY EL = +69'-0" DATUM I _ _ _ _ 4'-8"x3'-6"x1'-6" CONC. PIER. PROVIDE 12-#6 L_ — — — — VERT. BARSXTENDING INTO FOOTIN BELOW I T SLAB I I EL = +69'-0" DATUM Project Address: I 41'-6" 500 CASTLE HILL RD. 4'-O" 3'-0" 9'-6" 3 -0" 9'-6" 3'-0" 9'-6" I I — — — — — — — — — — — — — — — — 0 M CUTCHOGUE F3.0 0 - - - - NEW YORK, 11935 0 D Date: 03.17.21 0 "i Project No: 21.001 01 4'-0" 4'-O" n3 1 - Scale: AS NOTED FO-500 S-300 .. Drawn By: JC o o Dwg. Title: 13'-701 Y2" 3'-0" 47'-1 OY2" 0 FOUNDATION PLAN 00 o � U_ U_ Dwg. No.: �, FOUNDATION PLAN -, FO-100 SCALE: 1/4" = 1'-0" NOTES: Aft 1. COORDINATE THIS DRAWING WITH SITE/ CIVIL DRAWINGS. 0j 2. CELLAR SLAB SHALL BE 4" NORMAL WEIGHT CONCRETE W/ 6x6/ W4.OxW4.0 W.W.M. VE_ WE E 3. F3.0 INDICATES 3'-0" WIDE x1'-0" THICK CONCRETE FOOTING W/ 5-#5 LONG ■ 0 DIRECTION & #5®12" SHORT. DIRECTION. 4. F6.0 INDICATES 6'-0" WIDE x1'-0" THICK CONCRETE FOOTING W/ 7-#5 LONG DIRECTION & #5012" SHORT. DIRECTION. 5. SEE FO-500 FOR TYPICAL FOUNDATION DETAILS. Page: 19 OF 30 SEE PLAN FOR 1'-o" Architect: CELLAR FOUNDATION WALL (SEE REINF. CURTISS A.D. PLAN FOR SIZE & REINF.) • CELLAR FOUNDATION WALL (SEE T WALL PLAN FOR SIZE & REINF.) ' EL = SEE PLAN SEE PLAN FOR % James Curtiss, R.A. REINF. Y2" FULL DEPTH EXPANSION �' BEARING WALL P.O.Box 311 " JOINT (CONT.) 1 (SEE PLAN) Williston Park, N.Y. 11596 CELLAR SLAB (SEE PLAN _ CELLAR SLAB (SEE PLAN _ ' 1'-0" COCN. WALL CONC. SLAB (SEE FOR SIZE & REINF.) VAPOR BARRIER TYP. W/ #5®12" O.C. PLAN FOR SIZE #5®24" O.C. 718.702.7354 Y2" FULL DEPTH EXPANSION ( FOR SIZE & REINF. - JOINT (CONT.) VAPOR BARRIER TYP. -\ =� HORIZ. & VERT. AND REINF.) jcurtissarch@gmail.com • curtissarch POOL WALL & FOOTING X X CONSTRUCTION SHALL BE -- x x x x x 1 -1 /x x x x x , x Owner- Designer- Interiors: �( COORDINATED WITH G.C. PROPOSED ' _7 --% Thomas Juul-Hansen, LLC • 15 Maiden Lane, 19th Floor POOL New York, NY 10038 LIMIT of -- - - - - - Phone 646.246.3593 EXCAVATION `' -I 2'-0" 3-#5 CONT. o • W� o Consultants:M Structural Engineer: • -- I_I1-=1-! I=-I.I_I-i' 4 TYPICAL HAUNCH DETAIL Reilly Tarantino I.1= _ - -- _ - - Z500 " = 1'-0" 100 Park Blvd. BOTT. OF FOOTING BOTT. OF FOOTING !-_=1 ==III==' SCALE: 1 _ . _ SEEPLAN #209 Massapequa Park, New York, 11762 SEE FOOTING 1'-0" SCHEDULE P SEE FOOTING �_! ===_ =-==I-_' - I = #5 (TYP.) hone 631.724.7888 SCHEDULE �_;-� =_ 1=== ,I -=1 CONC. FOOTING W/ -i 7-#5 LONG DIR. & 2'-0 11===1 11==1 I � » MEP Engineer: #5@12 SHORT DIR. J TYPICAL FOUNDATION WALL DETAIL — - 1 -'� TYPICAL SECTION AT OMBINED ING -I ' FO-500 SCALE: N.T.S. • -' SCALE: N.T.S. -' -, ,, • NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR o SUPPORT OF EXCAVATION DESIGN AND INSTALLATION. NOTE: CONTRACTOR SHALL BE RESPONSIBLE FORSUPPORT OF EXCAVATION DESIGN AND INSTALLATION. , •' 1 0„ ,_ in _ • - - - �l i-il FI-I -111---iii--i-i Hl- iiil ' li iIII- . II 1I ii Ilii�liJiiil liiililiii ilii l � - i= Ilii -Iii I_= 1=-i CONC. SLAB (SEE PLAN 1'-0” 4'-0" Seal: FOR SIZE AND REINF.) 7e it x x' x— x x — x TYPICAL RETAINING WALL/ POOL I ' II -II (.=lil Ili---! I ! =i=1 _,I 3 REINFORCEMENT DETAIL PROPOSED STEPS (SEE FO-500 SCALE: 1" = 1'-0" J.NFA L ARCH. DWGS.) �P pNY J.T ' � FOUNDATION WALL (SEE PLAIN FOR SIZE �I 5 TYPICAL STEPPED FOOTING DETAIL AND REINF.) !' • L- - 1'-0" ALTERNATE EVERY FO-500 SCALE: N.T.S. n s! OTHER BAR 107- 2' 0. 08 9` C' - - = • SEE PLAN #4 ® 12 O.C. A�� T73 x x z -I-'=1_ - I= ( 111 4» CONC. SLAB j \ V (TYP.) w L`' • • -- CONC. FOOTING (SEE � - - III . PLAN FOR REINF.) ' • . . , 1 k I= SEE PLAN #3 BAR EACH STEP _ (TYP.) • . • No. Date Submission / Revisions 6 STEPPED SLAB DETAIL z g (2)–#5 CONT. 3.17.21 FILE FOR BUILDING PERMIT FO-500 SCALE: N.T.S. � - Li— w iii • _ IV (TYP.) EXP. JOINT • � I I - ' (TYP.) #4 © 16" O.C. CONC. SLAB ON GRADE W/ ' ' • X 2'-0" LONG 6" X 6" - W4/W4 WWM 1" x Y8" SAWCUT #4 ® 12 O.C. • j- (TYP.) 8 CORNER DETAILS— REINFORCED _ ( ,' CONCRETE WALLS & GRADE BEAM o LL #5@12" O.C. CONSTRUCTION JOINT CONTROL JOINT DEPRESSIONS & FO-500 SCALE: 1" = 1'-0" AUDIT. SLAB BREAKS LProject Address: (', ' TYPICAL SLAB—ON—GRADE DETAIL 1,_4„ (2) #5 CONT. FO-500 SCALE: N.T.S. (TYP.) 500 CASTLE HILL RD. (', ' TYPICAL CONCRETE STAIR DETAIL CUTCHOGUE FO-500 SCALE: N.T.S. 4'-8tp NEW YORK, 11935 Date: 03.17.21 G-1�II G�� CONC. PIER BELOW Project No: 21.001 II II II Scale: AS NOTED -1 1y2„ Drawn By: Jc � 6 2" 6Y2„ 1Y2" Dwg. Title: m W8 STL. COL. W/ TYPICAL FOUNDATION _ 16x160/" BASE PLATE G 4 co ��- - j--- - - - 'T- DETAILS II I � Dwg. No., 2'-5" • 00 BASE P LATE D ETAI L on 11me 0 rl—o" COMBINED PIER DETAIL FO-500 SCALE: N.T.S. IN ff FO-500 SCALE: N.T.S. Page: 20 OF 30 --- Architect: CURTISS A.D. James Curtiss, R.A. P.O.Box 311 Williston Park, N.Y. 11596 718.702.7354 jcurtissarch@gmail.com Owner- Designer- Interiors: Thomas Juul-Hansen, LLC POOL FRAMING 15 Maiden Lane, 19th Floor BY OTHERS New York, NY 10038 Phone 646.246.3593 Consultants: Structural Engineer: - - Reilly Tarantino 100 Park Blvd. #209 Massapequa Park, New York, 11762 I phone 631.724.7888 -- - ---- -- --- -- --- -- -- -- -- - ---- MEP Engineer: - — ---- --- - U II j — — U i O i Seal: 0 o ci I 0 Y Y J J J >� J W W J J J .— J i0 e— r U) o X x xo x OF NES 1{ N M � � ,�P - J. T t}"p x x Y 3 I N N N N N w N BEARING WALL S-101 v v v v (TYP.) 0 � I rJw- I d I Z _ - - --- - - -- - - - -- — -- -- — — — N - - - ------------ - -- - -- ---- ``aA °8?739 f_J N �� ssi �' — J I r �2) 13/4" 14" LVL (CA T.) — — — — — — — — — — — — I -- --(5) -7%4"x14" LVL (CANT.) ---W14x22 ------ - - - r r r ------- -- — -- I II II II II 11 II II II II fl _ L J L J L J LJ L J L J L J l 1 I I 11 I I I I t l I I I I I I I I --- --- ------ - - - - ----- ------------- ---- ir Omni U I II II II II II II II II I II 11 11 H I H 11 11 11 11 11 11 11 11 11 U u u u u u u u u u ) x 1 (3 2x 2 ®, OI 1/4"x14" LVL CANT.) I Y 1 4' �I� No. Date Submission / Revisions 4L 3.17.21 FILE FOR BUILDING PERMIT T � I I • Z I' J__ w - --- -- — -- - - - L I Z Z -J ' Q 1 U C; W14x22 Ox I Q III 14 TJI 560 FLOOR JOIST ®12 O.C. 1 1� o M x 0 14x22 t cfl ! - 1,4" TJI 560 @12" 0.0. (CANT.) `n J ♦— I W8x31 STL. COL. (TYP.) I x .. 3 13/4"x 14' LVL Project Address: N � I I 500 CASTLE HILL RD. M ' I CUTCHOGUE J 'CB1 CEN NEW YORK , - 11935 r, t- - -- - r� r� - -- -- 11 I � LJ 3 -13�'�x ...L.JLJ _-___ __ _ ___ ___ _ _ - - _ -._-_______-- -- -- _-_-_ -_.___-----_-___.._- 14-'r LVL CANT. --- - - -- -- --- - - -- — - - --- --- --- - - ------J - 1 „ L J LLJ - - W14x22 14 RIM JOIST (5) 1%"x14" LVL (CANT.) - - --- - - - - -- - (3) 13/4"x14" Date: 03.17.21 LVL (CANT.) 1 Project No: 21.001 - - -- --- - - INDICATES RIM JOIST --- --- - -- --- - ANCHOR ROD. SEE 14'-g" 14" RIM JOIST �I NOTE 3 BELOW s-soo Scale: AS NOTED WHERE NO HEADER STUD FRAME FOR FACADE Drawn By: Jc PRESENT (TYP.) Dwg. Title: (2) 14" LVL HEADER. PROVIDE (2) Y2" THRU-BOLTS AT 12" O.C. TO ACCEPT FRAME OF WALL FIRST FLOOR FRAMING I FLOOR JOIST (SEE PLAN 3-#5 T&B FOR SIZE & SPA ING) PLAN --- -- ---- -- -- COVER - - - - --- - -- - - - - I - - - - -- - - - — --- - - - (TYP.) •, • I ---�I II FIRST FLOOR FRAMING PLAN 1 Dwg. No.: S-101 SCALE: 1/4" = 1'-0" a x. NOTES: #3 TIES 1. FIRST FLOOR SUBFLOOR SHALL BE 3/4" PLYWOOD, STRUCTURAL POST INDICATION DIAGRAM12" ®12" O.C. 2x6 FRAME BELOW ;01 eGRADE 1. f " 0 INDICATES WOOD POST STARTING AT FRAMING LEVEL AND GOING DOWN FACADE ASSEMBLY 2. TOP OF STEEL SHALL BE 1 -0 5i� BELOW TOP OF SUBFLOOR SEUV ELEVATION UNLESS NOTED THUS [...]. a INDICATES WOOD POST CONTINUING FROM LEVEL ABOVE AND GOING TO FRAMING LEVEL BELOW 3. ® INDICATES %" ANCHOR BOLT. PROVIDE AT 1'-0" FROM r, INDICATES POST ABOVE STOPPING AT FRAMING LEVEL 2 TYPICAL CONCRETE BEAM DETAIL CB- 1 3 FACADE ASSEMBLY SUPPORT DETAIL EACH CORNER OF WALL AND AT 32" O.C. LJ O INDICATES STEEL POST S-1101 SCALE: 1" = 1'-0" S-101 SCALE: 1" = 1'-0" 4. SEE S-700 TYPICAL WOOD FRAMING DETAILS. Page: 21 OF 30 Architect: CURTISS A.D. EDGE OF SECOND James Curtiss, R.A. 14" RIM JOIST FLOOR DECK P.O.Box 311 EDGE OF ROOF Williston Park, N.Y. 11596 DECK 14 RIM JOIST 718.702.7354 jcurtissarch@gmail.com I I — (3) 13/4"X113/8" LVL Owner- Designer- Interiors: i I 3 ff » » „ -J -- -___ _. (3 1 x Y4 Lv _-_ Thomas Juul-Hansen, LLC 3) 1 x 4 V + -- (2 5/s 5' S L. -- -- -- ( 5 'x5 ' S L. PL. 15 Maiden Lane, 19th Floor New York, NY 10038 " 74 ' L 2 " VL + 2 3f ( ) X4' 7 + 11 11 1 " TJI 560 ROOF JOIST ®16" O.C. Phone 646.246.3593 ( 4 4 -- ) 13 'x %I 7" ST ® 5 »x » L. PL s X-7" - %'x7' S > (3) 13/4ffx11�/$>, LVL w Consultants: = Structural Engineer: o M ;. z > Reilly Tarantino w w _ __ _ I__ .. Q v 100 Park Blvd. r- #209 o o Massapequa Park, New York, 11762 " N phone 631.724.7888 Q a ® N M OPEN TO ;- @> BELOW 1-- @ ►– MEP Engineer: (3 cn Lno o 0 EDGE OF SECOND J _ IX FLOOR @I I ® FRAMING FOR oo --- - - --- - O o LL- �� I I 2'x2' SKYLIGHT - — — O SHALL BE 0 o O _ -r'DOUBLE JOIST -- M L I LL- 0 U').. O ( O l ~ O I 0 Seal: PROPOSED WALL BELOW (TYP.) - -- - OF NE WJ W '-, 7 7 7 --- -" --- --- ---- L ( ) /4" 11 VL (2 1 "x 1/ L L ( ) 1 " 1 / ' V (2 1 "x 1 N - -- ---- " O 7739e � - � (3) 13/4 x11/$" LVL [ l I - - II - 4aA--]A-1 A I� Vtl j (3) 13/4"x 14" LVL (3) 13/4 x5Y4 LVL ( 1 4 Y4 L (3) 13/4 X544 LVL DROPPED CROPPE[ DROPPED UL 14" RIM JOIST LINE OF HOT TUBE ABOVE. PROVIDE 1%4"x14 LVL ®8" O.C. BELOW HOT TUB IN PLACE OF 14" RIM JOIST JOIST. PROVIDE SOLID BLOCKING BETWEEN LVL BELOW EDGE OF TUB No. Date Submission / Revisions 3.17.21 FILE FOR BUILDING PERMIT • 1 SECOND FLOOR LOW ROOF FRAMING PLAN POST INDICATION DIAGRAM S-10 SCALE: 1/4" = 1'-0" ® INDICATES WOOD POST STARTING AT FRAMING LEVEL AND GOING DOWN NOTES: 123 INDICATES WOOD POST CONTINUING FROM LEVEL ABOVE AND GOING TO FRAMING LEVEL BELOW 1. PLYWOOD SHEATHING SHALL BE 2 LAYERS OF 3/4" ADVANTECH INDICATES POST ABOVE STOPPING AT FRAMING LEVEL THICK. 13INDICATES STEEL POST 2. SEE S-700 TYPICAL WOOD FRAMING DETAILS. Project Address: 500 CASTLE HILL RD. CUTCHOGUE NEW YORK, 11935 Date: 03.17.21 Project No: 21.001 Scale: AS NOTED Drawn By: JC Dwg. Title: SECOND FLOOR/ LOW ROOF FRAMIONG PLAN Dwg. No.: JI% f) A ft- Aft Page: • 22 OF 30 Architect: CURTISS A.D. James Curtiss, R.A. , P.O.Box 311 (3) 13/4"x11/8" LVL (3) 13/4"x11/8" LVL (3) 13/4"x11/8" LVL Williston Park, N.Y. 11596 J � ® - 718.702.7354 jcurtissarch@gmail.com L x I Owner- Designer- Interiors: Thomas Juul-Hansen, LLC 1 15 Maiden Lane, 19th Floor New York, NY 10038 Phone 646.246.3593 ax Consultants: I Structural Engineer: v Reilly Tarantino 1 N 100 Park Blvd. -'� @ #209 MassapeNphone 63gua Park,1.724 7888 New York, 11762 o X LL- M o MEP Engineer: - -- - iio Ifs - - -- III Lo II l II II it � II f PROPOSED WALLS BELOW (TYP.) - - - - - Seal: I ' LL OF Nt ® ® - - -- (3) 1%"x11'3/8" LVL (3) 1%"x11%" LVL (3) 13/4 x 1 1/8 LVL (3) 1%"x1 1/8 LVL EDGE OF nr��\ PROPOSED ROOF n �877r Cn sst �`'t 1 HIGH ROOF FRAMING PLAN POST INDICATION DIAGRAM S-103 SCALE: 1/4" = 1'-0" ® INDICATES WOOD POST STARTING AT FRAMING LEVEL AND GOING DOWN NOTES: 0 INDICATES WOOD POST CONTINUING FROM LEVEL ABOVE AND GOING TO FRAMING LEVEL BELOW 1. ROOF SHEATHING SHALL BE 3/4" ADVANTECH PLYWOOD (TYP.) 2. HEADER INDICATED SHALL BE FLUSHED WITH TOP OF JOIST. INDICATES POST ABOVE STOPPING AT FRAMING LEVEL 3. SEE S-700 TYPICAL WOOD FRAMING DETAILS. 0 INDICATES STEEL POST No. Date Submission / Revisions 3.17.21 FILE FOR BUILDING PERMIT Project Address: 500 CASTLE HILL RD. CUTCHOGUE NEW YORK, 11935 Date: 03.17.21 Project No: 21.001 Scale: AS NOTED Drawn By: JC Dwg. Title: ROOF FRAMING PLAN Dwg. No.: A %00 Page: 23 OF 30 Architect: F CURTISS A.D. PROVIDE Y2" --- ---- --- - --- --- --- ---- - - - - James Curtiss, R.A. PLYWOOD ONE P.O.Box 311 SIDE OF WALL Williston Park, N.Y. 11596 1'� 1 OY2" 10 4Y2" 718.702.7354 6'-3„ o jcurtissarch@gmail.com i' --J BWL 1-B -- Owner- Designer- Interiors: 1'-10" BRACED WALL „ » BRACED WALLL BRACED WALL Thomas Juul-Hansen, LLC 0 BRACED WALL O BRACED WALL O BRACED WALL PANEL CS-PF PANEL CS-PF PANEL CS-PF PANEL CS-PF PANEL CS-PF j PANEL CS-PF 15 Maiden Lane, 19th Floor r -- ® _ New York, NY 10038 BWL 1-BPhone 646.246.3593 i PROVIDE Y2" Consultants: PLYWOOD ONE SIDE OF WALL T Structural Engineer: - I Reilly Tarantino • 100 Park Blvd. BRACED WALL #209 PROVIDE Y2" PLYWOOD ONE PANEL CS-PF Massapequa Park, New York, 11762 SIDE OF WALL phone 631.724.7888 i N MEP Engineer: - L0 Z-7-Z- -- - ----i PROVIDE Y2" o� PLYWOOD ONE - SIDE OF WALL Seal: ---� C r- a OF NFA �P �oNc J. -0 -0 -05'-8" 3'-0" 3'-0" 4'-OY" 2 n BWL 1-A L - ' 1'-10" I - - - - I r- -- - BWL 1-A - - - - - --- - -- -- -J LBRACED WALL BRACED WALL LBRACED WALL BRACED WALL PANEL CS PF PANEL CS PF PANEL CS PF PANEL CS PF 173 BRACED WALL L BRACED WALL L BRACED WALLlop�' i- - PANEL CS-PF PANEL CS-PF PANEL CS-PFS` BWL 1-1 BWL 1-2 BWL 1-1 BWL 1-2 ' DIAPHRAGMA DIAPHRAGM B No. Date Submission / Revisions 1 FIRST FLOOR BRACED WALL PLAN 3.17.21 FILE FOR BUILDING PERMIT S-201 SCALE: 1/4" = 1'-0" ALL BRACING SCHEDULE - DIAPHRAGM A DOZES. MIN. LENGTH ADJUSTMENT FACTORS ADJUSTED MIN. BRACING LENGTH 1. COORDINATE THIS PLAN WITH MAIN FRAMING PLANS. WIND SPEED BRACED WALL BRACED WALL NUMBER OF 800 LB. HOLD BLOCKING 2. ® INDICATES BRACED WALL PANEL CS-WSP. SEE BRACED WALL TYPICAL DETAIL METHOD IREQ D 602.103 LENGTH LINE PROVIDED NOTES SHEETS FOR MORE INFORMATION. (MPH) LINE LINE SPACING (1) (FT ) b. EXPOSURE c. RIDGE HEIGHT d. WALL HEIGHT e. (FT) (FT ) DOWN (Y/N) NEEDED (Y/N) 3. CS-PF INDICATES PORTAL FRAME BRACED WALL PANEL. SEE S-203 & B204 FOR BWL'S TYPICAL DETAILS. TOTAL PANEL LENGTH EQUALS LENGTH OF BEAM SPAN PLUS SUPPORTS. 140 BWL 1-1 28'-3" CS-WSP 12'-4" 1.6 0.7 1.1 1.0 18'-5" 8'-4" N Y N/A 4. EC-# INDICATES BRACED PANEL END CONDITION. SEE S-203 & S-204 FOR END 140 BWL 1-2 28'-3" CS-WSP+CS-PF 12'-4" 1.6 0.7 1.1 1.0 18'-5" 38'-1" N Y N/A CONDITIONS AND DETAILS. 5. SEE BRACED WALL TYPICAL DETAILS SHEETS ON S-203 & S-204. 140 BWL 1-A 30'-0" CS-WSP+CS-PF 13'-0" 1.6 0.7 1.1 1.0 20'-0" 7'-10" N Y N/A • 140 BWL 1-B 30'-0" CS-WSP+CS-PF 13'-0" 1.6 0.7 1.1 1.0 20'-0" 7'-10" N Y N/A WALL BRACING SCHEDULE - DIAPHRAGM B MIN. LENGTH ADJUSTMENT FACTORS ADJUSTED MIN. BRACING LENGTH WIND SPEED BRACED WALL BRACED WALL 800 LB. HOLD BLOCKING Project Address: METHOD REQ'D 602.103 LENGTH LINE PROVIDED (MPH) LINE LINE SPACING (1) (FT) b. EXPOSURE c. RIDGE HEIGHT d. WALL HEIGHT e. NUMBER OF (FT.) (FT.) DOWN (Y/N) NEEDED (VN) NOTES BWL'S 140 BWL 1-1 48'-2" CS-WSP+CS-PF 20'-3" 1.6 0.7 1.1 1.0 30'-4" 23'-2" N Y N/A 500 CASTLE HILL RD. 140 BWL 1-2 48'-2" CS-WSP 20'-3" 1.6 0.7 1.1 1.0 30'-4" 14'-5" N Y N/A CUTCH 0 G U E '� ' » NEW YORK, 11935 140 BWL 1-A 24 -2 CS-WSP+CS-PF 10 -8 1.6 0.7 1.1 1.0 16 -0 15 -9 N Y N/A 140 BWL 1-B 24'-2" CS-WSP+CS-PF 10'-8" 1.6 0.7 1.1 1.0 16'-0" 9'-7" N Y N/A Date: 03.17.21 Project No: 21.001 Scale: AS NOTED Drawn By: Jc Dwg. Title: FIRST FLOOR BRACED WALL PLAN Dwg. No.: S �Lui goo Page: 24 OF 30 Architect: CURTISS A.D. James Curtiss, R.A. P.O.Box 311 Williston Park, N.Y. 11596 C-391 1'-10" 718.702.7354 jcurtissarch@gmail.com Owner- Designer- Interiors: i I ;! Thomas Juul-Hansen, LLC -- - 15 Maiden Lane, 19th Floor New York, NY 10038 Phone 646.246.3593 Consultants: Structural Engineer: Reilly Tarantino 100 Park Blvd. #209 Massapequa Park, New York, 11762 phone 631.724.7888 MEP Engineer: - -- - i Seal: r i .�E O F tiF L L_I r of P�pNY J. 1O n � o i i Z — — -- - BWL 2—A 5'-9Y2" 4'-5Y2» ,Q 7739?! LL8,VIO� BWL 2-1 BWL 2-2 No. Date Submission / Revisions 1 SECOND FLOOR BRACED WALL P LANWALL BRACING SCHEDULE 3.17.21 FILE FOR BUILDING PERMIT S-20 SCALE: 1/4" = 1'-0" ADJUSTMENT FACTORS NOTES: MIN. LENGTH ADJUSTED MIN. BRACING LENGTH WIND SPEED BRACED WALL BRACED WALL 800 LB. HOLD BLOCKING 1. COORDINATE THIS PLAN WITH MAIN FRAMING PLANS. METHOD REQ'D 602.103 e. NUMBER OF LENGTH LINE PROVIDED NOTES 2. ® INDICATES BRACED WALL PANEL CS—WSP. SEE BRACED WALL TYPICAL DETAIL (MPH) LINE LINE SPACING (1) (FJ ) b. EXPOSURE c. RIDGE HEIGHT d. WALL HEIGHT BWL,S (�) (FT) DOWN (Y/N) NEEDED (Y/N) SHEETS FOR MORE INFORMATION. 3. EC—# INDICATES BRACED PANEL END CONDITION. SEE S-203 & S-204 FOR END 140 BWL 2-1 28'-3" CS—WSP 6'-8" 1.6 0.7 1.1 1.0 8'-2" 24'-5" N Y N/A CONDITIONS AND DETAILS. 140 BWL 2-2 28'-3" CS—WSP 6'-8" 1.6 0.7 1.1 1.0 8'-2" 13'-7" N Y N/A 4. SEE BRACED WALL TYPICAL DETAILS SHEETS ON S-203 & S-204. 140 BWL 2—A 30'-0" CS—WSP 7'—O" 1.6 0.7 1.1 1.0 8'-8" 11'-10" N Y N/A 140 BWL 2—B 30'-0" CS—WSP 7'-0" 1.6 0.7 1.1 1.0 8'-8" 11'-4" N Y N/A Project Address: 500 CASTLE HILL RD. CUTCHOGUE NEW YORK, 11935 Date: 03.17.21 Project No: 21.001 Scale: AS NOTED Drawn By: JC Dwg. Title: SECOND FLOOR BRACED WALL PLAN Dwg. No.: U K TA ■ Page: 25 OF 30 rol Architect: H!,� , VA . � �I U0 CURTISS A.D. James Curtiss, R.A. ' BRACED WALL NOTES CONTINUOUS RIM FULL-HEIGHT BLOCKING TABLE R602.10.1.3 P.O.Box 311 1. BRACED WALL LINES AS INDICATED ON BRACED WALL PLANS SHALL BE CONSTRUCTED IN ACCORDANCE WITH R602.10 OF THE 2015J OR BAND JOIST CONTINUOUS ALONG LENGTH SPACING OF BRACED WALL LINES Williston Park, N.Y. 11596 INTERNATIONAL RESIDENTIAL CODE. OF BRACED WALL PANEL 2. THE MAXIMUM SPACING BETWEEN BRACED WALL LINES SHALL BE 60 FT. BRACED WALL LINE SPACING CRITERIA 718.702.7354 3. BRACED WALL PANELS ARE FULL-HEIGHT SECTIONS OF WALL. BRACED WALL PANELS SHALL BE CONSTRUCTED AND PLACED APPLICATION CONDITION BUILDING TYPE PERPENDICULAR FRAMING MAXIMUM SPACING EXCEPTION TO MAXIMUM SPACING jcurtissarch@gmail.com ACCORDING TO BRACED WALL PLANS AND THE BRACING METHOD SPECIFIED. WIND BRACING ULTIMATE Owner- Designer- Interiors: 4. BRACED WALL PANELS SHALL NOT BEGIN MORE THAN 10'-0" FROM THE END OF A BRACED WALL LINE. THERE SHALL NOT BE MORE THAN 20'-0" BETWEEN TWO BRACED WALL PANELS ON THE SAME BRACED WALL LINE. DESIGN WIND DETACHED, 60 FEET NONE Thomas Juul-Hansen, LLC 5 Maiden Lane, 19th Floor 5. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CONTINUOUSLY SHEATHED STRUCTURAL WOOD PANEL SPEED 100 mph TOWNHOUSE METHOD U.O.N. . THE PLYWOOD SHEATHING SHALL BE STRUCTURAL GRADE AND NOT LESS THAN 1/2" IN THICKNESS. 8d @ 6" O.C. TO < 140 mph 6. BRACED WALL PANELS SHALL BE NAILED OR SCREWED IN ACCORDANCE WITH TABLE R602.3(1) OF THE 2015 IRC. 8d @ 6" O.C. ALONG SDC A-C DETACHED USE WIND BRACING New York, NY 10038 7. BRACED WALL PANELS ARE NOTED BY THE FOLLOWING: ALONG BRACED BRACED WALL Phone 646.246.3593 a. CWALLS-WSP = CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL WALL PANEL PANEL SDC A-B TOWNHOUSE USE WIND BRACING SEISMIC UP TO 50 FEET WHEN LENGTH OR REQUIRED BRACING SDC C TOWNHOUSE 35 FEET BRACING PER TABLE R602.10.3 3 IS Consultants: b. CS-PF = CONTINUOUSLY SHEATHED PORTAL FRAME ( ) c. GB = GYPSUM BOARD ADJUSTED IN ACCORDANCE WITH Structural Engineer: 8.THE ENDS OF BRACED WALL LINES SHALL BE CONSTRUCTED USING ONE OF THE METHODS BRACED R602.10.3(4) WALL PANEL Reilly Tarantino SHOWN BELOW: BRACED WALL DETACHED, UP TO 35 FEET TO ALLOW FOR A SINGLE 100 Park Blvd. CONTINUOUSLY SHEATHED PANEL SDC D0, D1, D2 TOWNHOUSES, 25 FEET ROOM NOT TO EXCEED 900 SQUARE FEET. #209 ONE-& TWO SPACING OF ALL OTHER BRACED WALL Massapequa Park, New York, 11762 CONTINUOUSLY SHEATHED BRACED WALL LINE STORY ONLY LINES SHALL NOT EXCEED 25 FEET. phone 631.724.7888 (3)-16d @ 16" O.C. UP TO 35 FEET WHEN LENGTH OF REQUIRED BRACED WALL LINE ALONG BRACED (3)-16d @ 16" SDC D0, Dl, D2 DETACHED, 25 FEET BRACING PER TABLE R602.10.3(3) IS MEP Engineer: WALL PANEL O.C. ALONG TOWNHOUSES ADJUSTED IN ACCORDANCE WITH TABLE '/0 // BRACED WALL R602.10.3(4) PANEL PERPENDICULAR FRAMING Seal: CONTINUOUS RIM ZFULL HEIGHT BLOCKING OR BAND JOIST CONTINUOUS ALONG LENGTH RETURN HOLD-DOWN OF BRACED WALL PANEL PANEL DEVICE BRACED WALL PANEL FIGURE R602.10.8(l) BRACED WALL PANEL AT AT END OF BRACED ( END OF BRACED WALL LINE WALL LINE BRACED WALL PANEL CONNECTION WHEN NE PERPENDICULAR TO FLOOR/ CEILING FRAMING �0 y, END CONDITION 1 END CONDITION 2C�l�- - J. O CONTINUOUSLY SHEATHED CONTINUOUSLY SHEATHED CONTINUOUS ADDITIONAL FRAMING FULL- HEIGHT r BRACED WALL LINE BRACED WALL LINE RIM OR END MEMBER DIRECTLY BLOCKING @ 16" O.C. y JOIST ABOVE BRACED WALL ALONG BRACED PANEL WALL PANEL ��r7 � . 8d @ 6" O.C. o ALONG \-8d @ 6" O.G. TOE NAIL (3)-8d BRACED ALONG BRACED NAILS AT EACH WALL PANEL WALL PANEL BLOCKING RETURN MEMBER No. Date Submission / Revisions PANEL 3.17.21 FILE FOR BUILDING PERMIT 48" MINIMUM BRACED 4 10'-0' BRACED WALL PANEL AT END OF *SEE REQUIREMENTS WALL PANEL BRACED BRACED WALL PANEL BRACED WALL LINE WALL WALL PANEL END CONDITION 3 END CONDITION 4 PANEL ( CONTINUOUSLY SHEATHED REQUIREMENTS (3)-16d @ 16" O.C. EACH O.C. ALONG ALONG @G BRAA CED d @ BRACED WALL LINE RETURN PANEL: 24" FOR BRACED WALL LINES SHEATHED WITH WALL PANEL BLOCKING WOOD STRUCTURAL PANELS BRACED WALL 100 MEMBER 32" FOR BRACED WALL LINES SHEATHED WITH PANEL STRUCTURAL FIBERBOARD DISTANCE D: 24" FOR BRACED WALL LINES SHEATHED WITH (2)-16d @ NAILS WOOD STRUCTURAL PANELS 32" FOR BRACED WALL LINES SHEATHED WITH ONTINUOUS ADDITIONAL FRAMING EACH SIDE STRUCTURAL FIBERBOARD RIM OR END MEMBER DIRECTLY FULL- HEIGHT JOIST BELOW BRACED WALL BLOCKING @ 16" O.C. HOLD-DOWN 800lbs. CAPACITY FASTENED TO THE EDGE OF THE PANEL ALONG BRACED Project Address: DEVICE: BRACED WALL PANEL CLOSEST TO THE CORNER & FIGURE R602.10.8(2) WALL PANEL TO THE FOUNDATION OR FLOOR FRAMING BELOW BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR/ CEILING FRAMING 500 CASTLE HILL RD. FIRST BRACED CUTCHOGUE HOLD-DOWN WALL PANEL BWL A BWL B BWL C BWL A BWL B BWL C DEVICE END CONDITION 5 NEW YORK, 11935 FIGURE R602.10.7 J ENDS OF BRACED WALL LINES WITH CONTINUOUS SHEATHING J C.0 m 3 X m Q Date: 03.17.21 R602.10.1 .1 LENGTH OF BRACED WALL LINE: THE LENGTH OF A BRACED WALL LINE < < 4' MAX. Project No: 21.001 SHALL BE THE DISTANCE BETWEEN ITS ENDS. THE END OF A BRACED WALL LINE SHALL BE ;' Scale: AS NOTED THE INTERSECTION WITH PERPENDICULAR BRACED WALL LINE, AN ANGLED BRACED 4' MAX. NO BRACED WALL LINE Drawn By: JC WALL LINE AS PERMITTED IN SECTION R602.10.1.4 OR AN EXTERIOR WALL AS SHOWN IN N ROOF & FLOOR BEAR @ Dwg. Title: FIGURE R602.10.1.1 .4' MAX. 3 SAME ELEVATION —4' MAX. ca 4' MAX. � O TYPICAL BRACED WALL SOLD BLOCKING BETWEEN DETAILS 1 RAFTERS ATTACHED TO TOP Q W m NOTE: IN THE ABSENCE PLATES WITH 8d @ 6" O.C. OF A BRACED WALL Dw No.: ALONG LENGTH OF LINE, BWL A,B,C SHALL g BRACED WALL PANEL END @ EXTERIOR WALL J FIGURE R602.10.8.2(1 ) TYPICAL BRACED WALL PLAN FIGURE R602.10.1.1 m TYPICAL UPPER FLOOR BRACED WALL PLAN BRACED WALL PANEL CONNECTION TO BRACED WALL LINES PERPENDICULAR RAFTERS R602.10.1 .2 OFFSETS ALONG A BRACED WALL LINE: EXTERIOR WALLS PARALLEL TO A BRACED WALL LINE SHALL BE OFFSET NOT MORE THAN 4 FEET (I219mm) FROM THE DESIGNATED BRACED WALL LINE LOCATION AS SHOWN IN FIGURE R602.10.1 .1 INTERIOR WALLS USED AS BRACING SHALL BE OFFSET NOT MORE THAN 4 FEET (1219 mm) FROM A BRACED WALL LINE THROUGH THE INTERIOR OF THE BUILDING AS SHOWN IN FIGURE R602.10.1.1 • R602.10.1 .3 SPACING OF BRACED WALL LINES: THE SPACING BETWEEN PARALLEL BRACED WALL LINES SHALL BE IN ACCORDANCE WITH TABLE R602.10.1.3. INTERMEDIATE BRACED WALL LINES THROUGH THE INTERIOR OF THE BUILDING SHALL BE PERMITTED. Page: 26 OF 30 AF L 17 Architect: 1 (0 L__0�1 CURTISS A.D. U0 =3 l 3 James Curtiss,rt s, R.A. FASTENING SCHEDULE (R602.3(1)) F L O O R P.O.Box 311Williston Park, N.Y. 11596 (PER 2020 RESIDENTIAL CODE OF NEW YORK 24.2"SUBFLOOR TO JOIST OR GRIDER 3-16d BOX (3_21"X0.135");OR BLIND AND FACE NAIL NUMBER &TYPE 2-16d COMMON (3 2"x 0.162") 71$.702.7354 DESCRIPTION OF BUILDING ELEMENTS SPACING &LOCATION OF FASTENER a,b,c 25.2"PLANKS (PLANK AND BEAM 3-16d BOX (3 2'x 0.135");OR AT EACH BEARING FACE NAIL R O O F -FLOOR&ROOF) 2-1 bd COMMON (3 2"x 0.162") jcurtissarch@gmail.com TENSION STRAP PER TABLE FASTEN KING STUD 1. BLOCKING BETWEEN CEILING JOISTS 4-8d BOX (2 2 x 0.113") OR 3-8d TOE NAIL 26.BAND OR RIM JOIST TO JOIST AT EACH BEARING FACE NAIL 602.10.6.4 ON OPPOSITE 0 0 0 0 TO HEADER WITH OR RAFTERS TO TOP PLATE COMMON (2 2'x 0.131") OR 3-16d COMMON (32"x 0.162") Owner- Designer- Interiors: 0 0 0 0 ( 3-1 Od BOX (3"x 0.128"); OR 4-10 BOX (3'x 0.128"),OR g ° SIDE OF SHEATHING) o (6) 16D SINKERS 3-3"x 0.131"NAILS 4-3"x 0.131"NAILS;OR Thomas Juul-Hansen, LLC 0 1, 4-3"x 14ga.STAPLES,6" 15 Maiden Lane, 19th Floor 0 2.CEILING JOIST TO TOP PLATE 4-8d BOX (2 2'x 0.1 13") OR 3-8d PER JOIST,TOE NAIL CROWN o COMMON (22"x 0.131") OR 27. BUILT-UP GIRDERS AND BEAMS, 20d COMMON (4"x 0.192");OR NAIL EACH LAYER AS FOLLOWS: New York, NY 10038 0 0 0 0 0 CONTINUOUSLY SHEATHED ° 3-1 Od BOX (3"x 0.128");OR 2"LUMBER LAYERS 32"O.C.AT TOP AND BOTTOM Phone 646.246.3593 ° ° ° ° BRACED WALL PANEL ° 3-3"x 0.131"NAILS AND STAGGERED 0 0 0 0 0 3.CEILING JOIST NOT ATTACHED TO 4-1 Od BOX (3"x 0.128") OR l Od BOX (3"x 0.128");OR & 0 � 1 �� MEETING MIN. LENGTH 0 0 0 0 0 PARALLEL RAFTER, LAPS OVER 1.. FACE NAIL MIN. 3 xl 1/4 NET HEADER STEEL HEADER PROHIBITED IF Y2 3-16d COMMON (3 2 x 0.162") 3"x 0.131"NAILS BOTTOM STAGGERED ON ° 4 SPACER IS USED, PLACE ON BACK-SIDE OF HEADER REQUIREMENTS OF TABLE o ° o ° 0 PARTITIONS [SEE SECTIONS R802.5.2 AND OR 4-3"x 0.131"NAILS OPPOSITE SIDES Consultants: R602AT EACH JOIST OR RAFTER,FACE .10.5 0 0 0 0 o TABLE R802.5.2) 28.LEDGER STRIP SUPPORTING 4-16d BOX (3 2"x 0.135") NAIL Structural Engineer: JOISTS OR RAFTERS Jr• ° o 0 0 0 0 ° 4.CEILING JOIST ATTACHED TO 3-16d COMMON (3 2 x 0.162"), a o PER TABLE FACE NAIL OR 4-1 Od BOX PARALLEL RAFTER (HEEL JOINT) [SEE (3"x 0.128");OR Reilly Tarantino 0 0 0 IF NEEDED PANEL SPLICE EDGES FASTEN TOP PLATE TO R802.5.2 0 0 0 ;, ° SECTIONS R802.5.2 AND TABLE R802.5.2) ) 4-3"x 0.131"NAILS FASTEN SHEATHING TO HEADER WITH 8D COMMON OR 100 Park Blvd. ° ° ° �. GALVANIZED BOX NAILS IN 3 GRID PATTERN AS SHOWN SHALL OCCUR OVER & BE NAILED 0 HEADER WITH TWO 5. COLLAR TIE TO RAFTER, FACE NAIL 4-1 Od BOX 3"x 0.128") OR 29.BRIDGING OR BLOCKING TO JOIST 2-1 Od BOX (3"x 0.128") OR EACH END,TOE NAIL TO COMMON BLOCKING WITHIN ° ROWS OF 16D SINKER OR 1 4"x 20 ga. RIDGE STRAP TO RAFTER 3-1 Od COMMON (3"x 0.148") FACE NAIL 2-8d COMMON (22"x 0.131 #209 0 0 ° 0 0 0 THE MIDDLE 24" OF THE 0 NAILS AT 3" O.C. (TYP.) OR 4-3"x 0.131"NAILS EACH RAFTER OR 2-3"x 0.131") NAILS Massapequa Park, New York, 11762 0 0 0 HEADER TO JACK-STUD STRAP PER TABLE R602.10.6.4 ON PORTAL-LEG HEIGHT. ONE ROW o 6. RAFTER OR ROOF TRUSS TO PLATE 3-16d BOX (32"x o.13s") OR phone 631.724.7888 3-1 Od COMMON (3"x 0.148") TOE NAIL ON OPPOSITE SIDE SPACING OF FASTENERS 0 0 0 o BOTH SIDES OF OPENING OPPOSITE SIDE OF SHEATHING OF 3" O.C. NAILING IS REQUIRED o 0 OR 4-3"x 0.131"NAILS OF EACH RAFTER/TRUSS NUMBER &TYPE IN EACH PANEL EDGE o o DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,b,c MEP Engineer: 0 0 0 0 4-16d (3 2"x 0.135") OR TOE NAIL 0 0 0 0 0 0 OR HIP RAFTERS;OR ROOF RAFTER TO 3-1 Od COMMON (3"x 0.148") EDGES INTERMEDIATE MINIMUM 2-INCH RIDGE BEAM (INCH.) SUPPORTS 0 0 0 0 0 o OR 4-1 Od BOX (3"x 0.128") WOOD STRUCTURAL PANELS,SUBFLOOR,ROOF&INTERIOR WALL SHEATHING TO FRAMING&PARTICLEBOARD . 00 00 0 OR 4-3"x 0.131"NAILS WALL SHEATHING TO FRAMING ° ° ° ° MIN. DOUBLE 2x4 FRAMING COVERED WITH MIN.L"THICK o11% 0 3 3-16d (32"x0.135") OR END NAIL 30.%8"-Y2' 6d COMMON (2"x0.113") NAIL 16 0 0 0 0 0 MIN.g' WOOD 2-16d COMMON (3 2"x 0.162") (SUBFLOOR,WALL ° ° ° ° ° ° ° WOOD STRUCTURAL PANEL SHEATHING WITH 8D COMMON OR o ° ° 0 0 o STRUCTURAL PANEL OR 3-1 Od BOX (3"x 0.128") 8d COMMON (2#'x 0.131") NAIL b 12 0 0 0 0 GALVANIZED BOX NAILS AT 3" O.C. IN ALL FRAMING (STUDS, 0 0 SHEATHING OR 3-3"x 0.131"NAILS (ROOF);OR RSRS-01 (28"x0.113") WALL NAIL(ROOF) 0 0 0 o AND SILLS) AS SHOWN TYP. ° ° 8.STUD TO STUD (NOT AT BRACED 16d COMMON (3 2"x 0.162") 24"O.C. 31.'%32"-1" 8d COMMON NAIL(22"x 0.131") 0 0 0 0 0 0 WALL PANELS) FACE NAIL OR RSRS-01; (23"x 0.113") NAIL 6 12 Seal: 0 00 0 0 ° l Od BOX (3 2'x 0. 135");or 16"O.C. (ROOF) 0 0 0 o MIN. DOUBLE 2x4 POST 0 0 3"x0.131"NAILS FACE NAIL 0 0 0 o MIN. LENGTH OF PANEL PER TABLE R602.10.5 (KING AND JACK STUD). ° 0 9.STUD TO STUD AND ABUTTING STUDS 16d BOX (32"x 0.135") OR 12"O.C. AT INTERESTING WALL CORNERS (AT 3"x 0.131"NAILS FACE NAIL 32. lYa"- 1Y4" 10d COMMON NAIL(3"x 0.148") 0 0 0 o NUMBER OF JACK STUDS o o BRACED WALL PANELS) 16d COMMON (3 2'x 0.162"), 16"O.C. NAIL;OR 8d (2 2"X0.131") 6 12 ° ° ° ° PER TABLES R602.7(l) & 2 ( ) ( ) 0 0 FACE NAIL DEFORMED NAIL ° ° l0. BUILT-UP HEADER (2"TO 2" 16d COMMON (32'x 0.162") 16"O.C. EACH EDGE OTHER WALL SHEATHING 0 0 0 o MIN. (2)Y2'0 ANCHOR BOLTS of N 0 o HEADER WITH Y2"SPACER) FACE NAIL 33.Y2"STRUCTURAL 1Y2"GALVANIZED ROOFING NAIL, ,�4� 0 0 0 0 INSTALLED PER SECTION R403.1 .6 WITH o ° 16d BOX (3 "x0.135"); 12"O.C. EACH EDGE CELLULOSIC FIBERBOARD L• 1� � J.T 0 0 0 0 2"X2"X3/6' PLATE WASHER o o FACE NAIL SHEATHING 16 HEAD DIAMETER,OR 1 4 LONG 3 6 /�Q ��Y 0 0 0 0 11.CONTINUOUS HEADER TO STUD 5-8d BOX 21"x 0.113" ;OR TOE NAIL 16ga.STAPLE WITH 2b"OR V CO �� $ 0 0 ( 2 ) CROWN �� 1 0 to 010 0 0 0 0 0 0 4-8d COMMON (2 2"x 0.131"); 34.2%32'STRUCTURAL l Y4'GALVANIZED ROOFING NAIL r a r ° " ° . OR 4-1 Od BOX (3"X 0.128") CELLULOSIC FIBERBOARD L HEAD DIAMETER,OR 1 "LONG 3 6 Ch ' d' SHEATHING 16 12.TOP PLATE TO TOP PLATE 16d COMMON (32'X 0.162") 16"O.C. FACE NAIL 16ga.STAPLE WITH-"OR 1" N a••q d' ° 9 d �r ° CROWN �. °. 4 "' • °; e • l Od BOX (3"X 0.128");OR 12"O.C. FACE NAIL 35.y"GYPSUM SHEATHING lY2 GALVANIZED ROOFING NAIL; A �° a °,a :•° 4, d °p ° a 4. 4 e• s .. d a.d.. °..e' �: e °a•: C° STAPLE GALVANIZED 1 . Q ° d 3"x 0.131"NAILS S LONG 1 7 74. w. , • •'• •" d '. ° ,' a` •` a" •° .•d• '. . ' 3. DOUBLE TOP PLATE SPLICE -1 bd COMMON (3 2"X 0.162"); FACE JOIN (MIN.24 LAP 4"SC • Q e .. •. e. '. .a d ° °.. . :s d e a 013 ) e 1 E NAIL NEA SCREWS,TYPE W OR S d ° R 12-16d BOX 3 2"x 5" ; E T M F 36.8"GYPSUM SHEATHING II/4'GALVANIZED ROOFING NAIL ( SPLICE LENGTH EACH SIDE O 5' LONG BOLTS PER OR 12-1 Od BOX (3"x 0.128"); END JOINT) STAPLE GALVANIZED, 1 a LONG 7 7 SECTION R403.1.6 OR 12-3"x 0.131"NAILS 15"LONG 1 8"SCREWS, OVER CONCRETE OR MASONRY BLOCK FOUNDATION 14.BOTTOM PLATE TO JOIST,RIM JOIST, 16d COMMON (32'x 0.162") 16"O.C. EACH EDGE TYPE W OR S BAND JOIST OR BLOCKING(NOT AT BRACED FACE NAIL WOOD STRUCTURAL PANELS, COMBINATION SUB-FLOOR WALL PANELS) 16d BOX (3 2'x 0.135");OR 12"O.C. EACH EDGE UNDERLAYMENT TO FRAMING 3"x 0.131"NAILS FACE NAIL 3 6d DEFORMED (2"x 0.120") NAIL; 7 15.BOTTOM PLATE TO JOIST,RIM JOIST, 3-16d COMMON (3 2"x 0.135"), 3 EACH 16'O.C. FACE NAIL 37./4'AND LESS BAND JOIST OR BLOCKING (AT BRACED R 2-16d COMMON 2 EACH 16"O.C. FACE NAIL NA 8d COMMON (22"x 0.131") 6 12 No. Date Submission / Revisions WALL PANELS) 11 4 EACH 16"O.C. FACE NAIL , NAIL 3 2 x o.t 62"); OR 38./ 1 8d COMMON (2 "x 0.131") NAIL; 3.17.21 FILE FOR BUILDING PERMIT 4-3"x 0.131"NAILS OR 8d DEFORMED(2 2"x 0.120") 6 12 16.TOP OR BOTTOM PLATE TO STUD 4-8d BOX (2 'x 0.1 13"); OR TOE NAIL NAIL 1� 39. 1Y"-1Y4" COMMONI Od x .l NAIL; 3-16d BOX (3 2 x 0.135"); OR OR 8d DEFORMED21"x 0.120" 6 12 4-8d COMMON (2 2'x 0.131"); NAIL ( 2 ) OR 4-1 Od BOX (3"x 0.128");OR 3-3"x 0.131"NAILS 3-16d BOX (3 2"x 0.135");OR END NAIL REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL WOOD STRUCTURAL PANEL NAIL SOLE PLATE (2) FRAMING ANCHORS /-NAIL SOLE PLATE 2-16d COMMON(32"x0.162"); SHEATHING USED TO RESIST WIND PRESSURES (R602.3(3)) SHEATHING TO TOP OF TO JOIST PER APPLIED ACROSS SHEATHING TO JOIST PER R 3-1 Od BOX (3"x 0.128");OR 2020 RESIDENTIAL CODE OF NEW YORK BAND OR RIM JOSIT TABLE R602.3(1) JOINT WITH A CAPACITY OF r TABLE R602.3(1) 3-3"x 0.131°NAILS MINIMUM NAIL MIN.WOOD PANEL NAIL ULTIMATE DESIGN ' 670 lbs IN THE HORIZONTAL 17.TOP PLATES,LAPS AT CORNERS AND 3-1 Od BOX (3"x 0.128" OR FACE NAIL STRUCTURAL IN.NOMINAL MAX. SPACING WIND SPEED (mph PANEL WALL STUD ND EXPOSURE :� INTERSECTIONS PANEL SPAN WI R � AND VERTICAL DIRECTIONS 2-16d COMMON 31"x 0.162" THICKNESS(in) SPACING(in) EDGES FIELD CATEGORY ( 2 ) SIZE PENETRATION(in) RATING OR 3-3"x 0.131"NAILS ("O.C.) ("O.C.) 18. 1"BRACE TO EACH STUD AND PLATE6d 1.5 24/0 3/8 16 6 12 140 1 15 1 10 3-8d BOX (2 2'x 0.1 13") OR FACE NAIL 2-8d COMMON (2 2"x 0.131") COMMON OR 2-1 Od BOX (3"x 0.128");OR (2.0"x 2 STAPLES, 1 4"0 .113") 19. t"xb"SHEATHING TO EACH BEARING 3-8d BOX (2 2'x 0.1 13") OR FACE NAIL COMMON 1.75 24/16 %6 16 6 12 170 140 135 COMMON `�\ 2-8d COMMON (2 2"x 0.131") WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST APPROVED BAND OR OR 2-1 Od BOX (3"x 0.128");OR O 1 ") 24 6 12 140 115 110 Project Address: RIM JOSIT 2 STAPLES, 1"CROWN, 16 ga., OVER RAISED WOOD FLOOR-FRAMING ANCHOR OPTION 1 4'LONG (WHERE PORTAL SHEATHING DOES NOT LAP OVER BAND OR RIM JOIST) 2o. 1"x8"AND WIDER SHEATHING TO 3-sd BOX (2 2"x o.l 13") OR FACE NAIL 500 CASTLE HILL RD. EACH BEARING 3-8d COMMON (2 2"x 0.131") OR 3-1 Od BOX (3"x 0.128");OR ATTACHED SHEATHING 3STAPLES, I"CROWN, 16 ga., CUTCHOGUE TO BAND OR RIM JOIST t -a"LONG WITH 8D COMMON } WIDER THAN t" x 8 WOOD STRUCTURAL PANEL NAIL SOLE PLATE TO JOIST NAILS @ 3" O.C. TOP & 4-8D Box (22°x 0.131");OR NEW YORK, 11935 BOTTOM . ,. NAIL SOLE PLATE TO 3-sD COMMON (2 2" x 0.131 SHEATHING TO TOP OF PER TABLE R602.3(1) JOIST PER TABLE OR 3-1 Od BOX (3" x 0.128"); OR BAND OR RIM JOSIT " "� R602.3(1) 4 STAPLES, 1"CROWN, 16 ga., 1 Date: 03.17.21 . 4"LONG 21.JOIST TO SILL,TOP PLATE OR GIRDER 4-8D BOX (22' x 0.113");OR TOE NAIL Pro ect No: 21.001 jq' k 3-8D COMMON (2 2" x 0.131"); J OR 3-1 Od BOX (3" x 0.128");OR Scale: AS NOTED 3-3"x 0.131"NAILS 22.RIM JOIST, BAND JOIST,OR BLOCKING 8d BOX (2 2'x 0.1 13") 4"O.C.TOE NAIL Drawn By: JC TO SILL OR TOP PLATE(ROOF $d COMMON (2 "XO.131");OR Dwg. Title: APPLICATIONS ALSO) WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND O l Od BOX (3"x 0.128"); OR 6"O.C.TOE NAIL APPROVED BAND 3"x 0.131"NAILS RIM JOIST 23. 1"X6"SUBFLOOR OR LESS TO EACH JOIST 3-8D BOX (2 2" x 0.113");OR FACE NAIL OR RIM JOSIT TYPICAL BRACED WAL L 2-8D COMMON (22"x OVER RAISED WOOD FLOOR-OVERLAP OPTION SECTION 0.131");OR 3-1 Od BOX (3"x (WHERE PORTAL SHEATHING LAPS OVER BAND OR RIM JOIST) 0.128");OR 2 STAPLES, 1" DETAILS 2 FRONT ELEVATION CROWN, 16 ga., 1 4"LONG FIGURE R602.10.6.4 METHOD CS-PF - CONTINUOUSLY SHEATHED Dwg. No.: PORTAL FRAME PANEL CONSTRUCTION ■ Page: 26 OF 30 Architect: FLOOR FRAMING (SEE PLAN FOR CURTISS A.D. SIZE & SPACING) James Curtiss, R.A. 1lV 'i' P.O.Box 311 ' � WOOD BEAM (SEE Williston Park, N.Y. 11596 --- -__ - ----- ----- - -- -- - PLAN FOR SIZE) W14x22 STL. BEAM 718.702.7354 --- ------ - ------ - - -- TYP. jcurtissarch@gmail.com W 14x99 STL. BEAM Owner- Designer- Interiors: Thomas Juul-Hansen, LLC • (CONT.) 15 Maiden Lane, 19th Floor New York, NY 10038 W14x22 (TYP. 4 SIDES). Phone 646.246.3593 PROVIDE MOMENT I CONNECTION CAPABLE OF 50 KIP-FT OF FORCE Consultants: Structural Engineer: Y Tarantino W8x31 STL. COLUMN Reilly (TYP.) 100 Park Blvd. #209 Massapequa Park, New York, 11762 phone 631.724.7888 CONC. PIER (SEE PLAN FOR DETAILS) MEP Engineer: CONC. FOOTING (SEE PLAN FOR DETAILS) Seal: .��Of NEWjY 1 SECTION AT CANTILEVER �Po��� ' ,201p� S-300 SCALE: 1/2" - 1'-0" o �r w 08 71 S No. Date Submission / Revisions 3.17.21 FILE FOR BUILDING PERMIT Project Address: 500 CASTLE HILL RD. CUTCHOGUE NEW YORK, 11935 Date: 03.17.21 Project No: 21.001 Scale: AS NOTED Drawn By: 3C Dwg. Title: TYPICAL BUILDING SECTIO Dwg. No.. so 0 Page: 28 OF 30 Architect: 2x CONT. TOP PL. W/ (2) Y2" C U RT I SS A.D. STL. BEAM (SEESTEEPLAN)BEAM BOLTS ® 24" O.C. 2x CONT. TOCP PL. W/ (2) Y2" STEEL BEAM BOLTS © 24 O.C. James Curtiss, R.A. • (SEE PLAN) T/GONG. WALL ° 3/4"O THRU BOLT P.O.Box 311 Y2 STIFF. h' EACHCL ® 18" O.C. Williston Park, N.Y. 11596 SIDE OF WEB ° STAGGERED o 1" GROUT 718.702.7354 w NON—SHRINK Y2" STIFF. R EACH � n 3/4" BEARING jcurtissarch@gmail.com CAP R SIDE OF WEB PLATE Owner- Designer- Interiors: 3/46 CONT. TOP PL. W/ (2) HSS L8x6x3/4" STEEL ANGLE y2" BOLTS 24" O.C. J L Thomas Juul-Hansen, LLC STL. COL. CAP R FLITCH BEAM 2X6 CONT. TOP PL. W/ (2) �-CONCRETE 15 Maiden Lane, 19th Floor HSS (SEE PLAN) PACK STL. BEAM W/ Y2" BOLTS @ 24" O.C. (2) 13/4"X 9Y4" M.L. EA. SIDE FDN WALL� New York, NY 10038 STL. COL. BEAM WIDTH Phone 646.246.3593 4 + 4" (SEE CHART) Consultants: TYPICAL BEAM TO HSS COLUMNiv Structural Engineer: 1 CONNECTION DETAIL STEEL BEAM TO FLITCH BEAM DETAIL 3 STEEL BEAM PACKING DETAIL Reilly Tarantino 2 S-500 SCALE: N.T.S. 6" MIN. S-500 SCALE: N.T.S. —500 SCALE: N.T.S. FLOOR FRAMING 100 Park Blvd. SEE PLAN FOR CONIC. FND. WALL #209 SIZE & LOC. SEE PLAN Massapequa Park, New York, 11762 phone 631.724.7888 10" MEP Engineer: 10 3" 21 w PAP Al X 0 0 o D X X ADD STIFF. PLATES %6 U o OPENING w BASE PLATE WHERE OPENING Y2 Bf OF - - w OF OPENING STEEL BM. OF HOLE o ;o (SEE TABLE) SEE PLAN EXCEEDS 0.33 D SEEPLAN, W z • ° T FINISH _ �' — • FLOOR ~ .2 10, (4) 13/s"O HOLE _ N 5/$" PLATE (TYP) ,� N W o T/GONG. z o SIZE OF FILLET o HHS STL. COL. WHERE A IS GREATER NPa o - N z STEEL BEAM SEE J (SEE PLAN) THAN 36" OR Yg OF 'D' WELD +Ys W PLAN Seal: Z USE 3/4" PLATE MIN. W • BASE PLATE 1 - PER STD. PIPE 6" LONG 3 MIN. 00 4-3/4"O ANCHOR NOTE 2, Y4" MIN. I.D. SAME OR LARGER (2) ADD'L FND. WALL It'%;�_ L BOLTS THAN HOLE BARS 11Y2' SECTION RECTANGULAR hof N `N 1Y2" 6" TYPICAL COLUMN BASE PLATE DETAIL NOTES CIRCULAR 7 TYPICAL STEEL BEAM CONCRETE POCKET DETAIL �'��o�,v�.r o �, S-500 SCALE: N.T.S. y '� 1Y2" 1. USE THIS DETAIL FOR LOCATIONS AND SIZES OF OPENING SHOWN 3. ALL OPENING SHALL BE CENTERED ON BEAM DEPTH UNLESS SHOWN moo. o ° ON PLAN. OTHERWISE. n 4 "V: 5/s" 5 TYPICAL BASE PLATE AN C H 0 R DETAIL 2. WELD REINFORCING PLATES TO BEAM WEB SUFFICIENTLY TO 4. GRADE OF STEEL FOR PLATES TO BE SAME AS THAT OF BEAM. BEAM POCKET SCHEDULE 2 S-500 DEVELOP THEIR FULL CAPACITY AT 0.66 Fy STRESS AT EACH AND 5. CENTER OPENINGS BETWEEN FILLER BEAMS UNLESS OTHERWISE SHOWN. N =N -- - SCALE: N.T.S. WITHIN LENGTH 'X' AND EXTEND SAME WELD SIZE CONTINUOUSLY BM. SIZE HEIGHT WIDTH DEPTH BEARING R ANCHOR RODS 087739 �` W10 12" 10" 6" 8*'X 6"x3/4" 2 o ACROSS THE ENTIRE OPENING. W12 14" 10" 6'0 10 6" 8"x6"x3/4" 2 �FESS10'� HHS STL. COL. W14 14' 10" 6" 10"x6"x3/" 2 SEE PLAN 6 TYPICAL BEAM PENETRATION DETAIL (4) ' s"O HOLE —500 SCALE: N.T.S. NOTES: % POCKET HEIGHT ALLOWS FOR 1" MAX. GROUT BELOW BEARING PLATE. BASE PLATE 2 2. ANCHOR RODS SHALL BE %'4" 0. • 3. GROUT POCKET SOLID W/ NON-SHRINK GROUT AFTER BEAM INSTALLATION. EDGE DISTANCE 01 10" (SEE NOTE #2) 1Y2" '2Y2" 1 2" / 3 O.C. (TYP.) SHEAR CONNECTION TABLE W8 TO W18 No. Date Submission Revisions -__- CROP BEAM IF �� EDGE OF FND REQUIRED DOUBLE ANGLE OF A325N I STL. COLUMN TO 3.17.21 FILE FOR BUILDING PERMIT C14% b WALL BEAM SIZE THICKNESS x �4��� BOLTS BE SUPPORTED ° LENGTH Off- co' — a -- (3) js"0 HOLE o - W8 Y4" x 6" 3 o- -- -L I 3/4" 0 TOP AND EDGE OF FND W10 Y2" x 6" 3 BOTTOM PLATES WALL o HSS STL. COL. W12 Y2" x 9" 4 BO S �b A-490 (SEE PLAN) - - - -- ----------------------------------- - BOLTS T&B BOLTS CAN BE BASE PLATE 3 BOLTS REPLACED WITH AN (SEE NOTE #1) EQUIVALENT WELD TO o THE BEAM WEB 4 BASE PLATE DETAIL THICKNESS = 3/4" ANGLE (SEE NOTES ° S-500 SCALE: 1" #1 AND #2) MOTE: --- - 1. ANCHOR BOLTS SHALL BE A MIN OF 4" FROM THE EGDE OF 8 TYPICAL SHEAR CONNECTI0N DETAIL STL. BEAM TO SUPPORT COLUMN. CONCRETE FND WALL IN ALL DIRECTIONS. S-500 SCALE: N.T.S. CUT FROM COL. ABOVE NOTES: EACH SIDE OF WEB 10 TYPICAL MOMENT CONNECTION DETAILS Project Address: 1. SEE THE SHEAR CONNECTION TABLE FOR THE ANGLE SIZE, BOLT TYPE, BOLT —500 SCALE: N.T.S. SIZE, ETC. NUMBER OF BOLTS IS SHOWN FOR EACH MEMBER. PDPAT-62KP FASTENERS 2. THE EDGE DISTANCE SHALL BE 1.75x BOLT 0, 1Y2" MINIMUM. 9 COLUMN SUPPORTED BY BEAM DETAIL INSTALLED INTO EXISTING 500 CASTLE HILL RD. 3. SHEAR CONNECTIONS ARE SUBJECT TO CHANGE DURING SHOP DRAWING TOP FLANGE NAIL HOLES —500 SCALE: N.T.S. REVIEW. CUTCHOGUE STEEL HEADER THICKNESS NEW YORK 11935 4" D MAX PENETRATION AREA NAILER ATTACHMENT PER DESIGNER Y4" TO Y2" SHEAR POINT PDPAT-62KP MUST Date: 03.17.21 SHEAR CONN. 2Y2" HEADER PENETRATE THROUGH THE Project No: 21.001 CONN. ® THICKNESS STEEL HEADER _ Scale: AS NOTED z - X BEAM FLANGES Drawn By: JC N 35/" MAX. - Dwg. Title: MOMENT CONNECTIONS TO DEVELOP O o FULL MOMENT CAPACITY OF CANTILEVER BEAMS UNLESS SHOWN OTHERWISE ON PLAN TYPICAL STEEL FRAMING I' ! STEEL HEADER THICKNESS 11 MOMENT CONNECTION THRU STEEL BEAM ' Y2" TO 3/4" DETAILS S-500 SCALE: N.T.S. WEB PENETRATION P=O. MIN. 12 BEAM E I FOR A36 STEEL —500 SCALE: 9� N.T.S. Dw No.: B • NOTES: HEADER P=0.36" MIN. 1. PENETRATIONS SHALL NOT BE THROUGH THE BEAMS FLANGES. THICKNESS FOR A572 OR A992 STEEL 2. NO BEAM PENETRATIONS WILL BE ALLOWED UNLESS SIZE & LOCATION ARE SHOWN ON PLAN. ff In SIMPSON HANGER ON STEEL HEADER WITH SIMPSON HANGER ON A 3X NAILER BEAM 12 POWER—ACTUATED FASTENERS (MIT AND BA SIMILAR) OVEV 13 (ITS, MIT SIMILAR) S-500 SCALE: N.T.S. S-500 SCALE: N.T.S. Page: 29 OF 30 Architect: CURTISS A.D. NOTE: SP4 @ UNALIGNED STUDS PLYWD SHEATHING PLYWD SHEATHING James Curtiss, R.A. ALL DETAILS&SPECIFICATIONS 14 H2 16"O.C. 8d COMMON NAILS @ 8d COMMON NAILS @ @ 6"O.C.EDGE&FIELD 6"O.C.EDGE&FIELD SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS P.O.BOX 311 INDICATED ARE BY"SIMPSON TABLE 3.2A-WFCM STRONG-TIE"OR APPROVED EQUAL Williston Park, N.Y. 11596 CS20 HRC22 Yz"ANCHOR BOLTS s/"ANCHOR BOLTS j HRC22 (OPTIONAL) I CS20 STRAP FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEED 718"702.7354 • HDU5 HCP I (mph) (mph) curtissarch mail,com H2.5 I 90 100 110 120 90 100 110 120 1 @9 ANCHOR BOLT FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT H2 SP4 I --_- CONNECTION SUPPORTING EDGE NAIL SPACING(in) SPACING(in) SPACING(in) Owner- Designer- Interiors: MP-MENDING PLATE LSSU28 MLS701 (@ UNALIGNED I T (WHERE REQ'D) STUDS) I I II II I SILL PLATE TO FOUNDATION' (1)STORY ALL 1 46 72 Thomas Juul-Hansen, LLC D 1 D2 D3 D4 D5 I I II II I (CRAWL SPACE OR BASEMENT) (2)STORY 23 3s 15 Maiden Lane, 19th Floor (3)STORY 15 23 New York, NY 10038 WALL BOTTOM PLATE TO (1)-(3)STORIES 32 19 28 Az3 •I• PSPN516Z =�= CS20 STRAP(STRAP TO BE FOUNDATION 6 3 36 57 Phone 646.246.3593 (OPTIONAL) WRAPPED UP ON LOWER END) HOLD-DOWN SOLID BLK'G (SLAB-ON-GRADE) CORNER HOLD-DOWN REQ.AT HOLD-DOWN p ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1.14 B HDR's SPANNING OVER 6'-0" A 1. ANCHOR BOLT SPACING BASED ON MAXIMUM SHEAR CAPACITY OF UNBLOCKED ROOF AND/OR FLOOR DIAPHRAMS(279 pM NSP TYP. HEADER DETAIL NOTE: 2. ANCHOR BOLT SPACING BASED ON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 3"O.C.(731 piQ BUILT IN ACCORDANCE WITH Consultants: SECTION 3.4.4 • �• ABWZ o o FJA N.T.S. 1. SHEATHING AS PART OF SHEARWALL SEGMENT(SWS),WHERE 3. ANCHOR BOLT SPACING BASED ON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 6"O.C.(421 pit)BUILT IN ACCORDANCE WITH Structural Engineer. NSPV NOTED ON FLOOR PLAN,SHALL BE CONTINUOUS FROM SILL TO I SECTION 3.4.4 • • AC4 "?"'• %:('• TOP PLATE OR ADEQUATELY BLOCKED AT SHEATHING JOINTS. ANCHOR BOLT TO BE 7"MIN.EMBEDMENT IN POURED CONCRETE OR 15"MIN.EMBEDMENT IN CONCRETE BLOCK. '� •• i - ••:•�;''•'' PSPN516Z a ANCHOR BOLT TO BE 12"IN FROM EACH END. ReillyTarantino e..;t.; :;•ti:� @ EA.JOIST il= 8d COMMON NAILS @ 6"O.C.EDGE&FIELD. WHEN EXISTING = = 2. HOLD REQUIRED AT ALL(4)CORNERS OF STRUCTURE U.O.N. 100 Park Blvd. LUS28 -''' i•4: ?%,. STRUCTURE IS EXPOSED NAIL STOPPER PLATES NAIL STOPPER PLATES #ZO9 TYP. SHEARWALL DETAIL D11 " Y4 ALL STRAPPING TO BE 1 "x 20 GA.STL.'" Massapequa Park, New York,a 11762 D6 D7 D8 D9 � N.T.S. "SIMPSON"EQUIVALENT-CS20(COILED STRAP) MSTA36 FSC MSTA36 phone 631.724.7888 FASTENER SCHEDULE FOR STRUCTURAL MEMBERS RAFTER TO RIDGE CONNECTION CS20 LFTA TABLE 3.1-WFCM FOR STRAP-(3)8d COMMON NAILS @ EA.END OF STRAP WRAPPED 12" HDU2 FOR NOTED COLLAR CLG TIE-(3)10d COMMON NAILS EA. MEP Engineer: UNDER PLT ° o 0 0 • (W/THREADED ROD) DESCRIPTION OF BLDG.ELEMENTS #OF NAILS SPACING N CS20 CS20 ROOF FRAMING RAFTER TO TOP PLATE TO STUD CONNECTION a SS3 SIRM ° RAFTER TO TOP PLATE(TOE-NAILED) 3-8d PER RAFTER FOR STRAP: (3)8d COMMON NAILS @ EA.END OF STRAP - ° o o CEILING JOIST TO TOP PLATE(TOE-NAILED) 3-8d PER JOIST FOR TOE-NAILING: (5)8d COMMON NAILS CS20 FOR CJ TO RR: (11)16d COMMON NAILS(FOR(5)PITCH) H2 CS20 CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 3-16d EACH LAP (9)16d COMMON NAILS(FOR(8)PITCH) �t jAlFOR C OF EA.PLATE TO PLATFORM ABOVE- 1 16d COMMON NAILS y,".. (12"MIN ON SLPR) CEILING JOIST LAPS OVER PARTITION FACE-NAILED 3-16d EACH LAP ( ) STUD SHOE FOR C+AId11LE1/ER (12"MIN ON STUD) II ( ) @ 16"O.C. z.( REINFORCING COLLAR-TIE TO RAFTER(FACE-NAILED) 3-8d PER TIE GABLE END WALL CONNECTION OP.1 NOTCHED STUDS BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END STUD TO FLOOR ASSEMBLY TO STUD CONNECTION D12 D13 D14 D 15RIM BOARD TO RAFTER(END-NAILED) 2-16d EACH END ONLY APPLICABLE FOR(2)TWO STORY CONFIGURATIONS) A35F FOR STRAP: (3)8d COMMON NAILS @ EA.END OF STRAP MTS16 WALL FRAMING FOR C OF EA.PLATE TO PLATFORM ABOVE: (1)@ C OF EA. MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE A35F TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d PER FOOT PLATE TO PLATFORM BELOW: (1)16d COMMON NAILS @ 16"O.C. Seal: TABLE R402.2-NYSRCFLOOR TO FLOOR LTP4 CONNECTIONS TOP PLATE AT INTERSECTIONS(FACE-NAILED) 4-16d JOISTS-EACH SIDE MINIMUM SPECIFIED COMPRESSIVE STRENGTH aft) STUD TO FLOOR ASSEMBLY TO SILL PLATE(S)CONNECTION D 16 STUD TO STUD(FACE-NAILED) 2-16d 24"O.C. FOR STRAP: (3)8d COMMON NAILS @ EA.END OF STRAP WEATHERING POTENTIAL b HEADER TO HEADER(FACE-NAILED) 16d 16"O.C.ALONG EDGES FOR C OF EA.TO PLATFORM:(1)@ C OF EA. TYPE OF LOCATIONS OF CONCRETE CONSTRUCTION NEGLIGIBLE MODERATE SEVERE PLATFORM BELOW: (1)16d COMMON NAILS @ 16"O.C. TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-16d PER 2x4 STUD BASEMENT WALLS,FOUNDATIONS&OTHER CONCRETE NOT 2,500 2,500 2,500 c UPLIFT STRAP CONNECTION REQUIREMENTS EXPOSED TO THE WEATHER MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS 3-16d PER 2x6 STUD STUD TO FLOOR ASSEMBLY TO SILL PLATE(S)CONNECTION ;.... .. TABLE 3.313-WFCM •, P�G OF TABLE R301.4-NYSRC •.' •`'• •�• L "Y (ROOF TO WALL,WALL TO WALL&WALL TO FOUNDATION) 4-16d PER 2x8 STUD SLAB ON GRADE APPLICATION ! ::iT'i•;;,.1 BASEMENT SLABS&INTERIOR SLABS ON GRADE EXCEPT 2,500 2,500 2,500 c (lbs!sq ft)OR(psf) r'• '"' Y� (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.3-WFCM) BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, 2-16d PER FOOT FOR STRAP: (3)8d COMMON NAILS @ EA.END OF STRAP ••�;;,•r".:•;• ` ON�,I,r GARAGE FLOOR SLABS FOR C OF EA.PLATE TO PLATFORM BELOW: (1)16d COMMON NAILS @ 16"O.G. BASEMENT WALLS,FOUNDATION WALLS,EXTERIOR WALLS& 2,500 3,000 d 3,000 d :' '• '''� y USE LIVE LOADS FASTEST MILE WIND SPEED(mph) END JOIST OR BLOCKING(FACE-NAILED) OTHER VERTICAL CONCRETE WORK EXTYP.SECTION DETAILS PORCHES, TO THE WEATHER EXTERIOR BALCONIES 60 90 100 110 120 FLOOR FRAMING r PORCHES,CARPORT SLABS&STEPS EXPOSED TO THE WEATHER 2,500 3,000 d,a 3,500 d,a DECKS 40 FRAMING SPAN ROOF SPAN NUMBER OF 8d COMMON NAILS IN BRIST TO ISILL,TOT(TOE NOAIR GI DER(TOE-NAILED) 2-- d PER 8d EACH FINST D • N.T.S. N.T.S. � PLATE &GARAGE FLOOR SLABS PASSENGER VEHICLE GARAGES 50 (in)O.C. (ft) EACH END OF 1 Y4"x 20 GA.STRAP NAILING & STRAPPING FOR SI:1 POUND PER SQUARE INCH=6,895 kPa ATTICS WITHOUT STORAGE 10 12 12 2 2 3 3 BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END N.T.S. 087TT3g v" a. AT 28 DAYS psi ATTICS WITH STORAGE 20 16 2 2 3 4 I, SEE TABLE R301.2(1)FOR WEATHERING POTENTIAL BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16d EACH BLOCK GENERAL NOTES c. CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING&THAWING DURING CONSTRUCTION SHALL BE AIRENTRAINED CONCRETE IN ROOMS OTHER THAN SLEEPING 40 20 2 3 3 4 LEDGER STRIP TO BEAM FACE-NAILED 3-16d EACH JOIST ACCORDANCE WITH FOOTNOTE"d" ( ) 1. G.C.TO FIELD VERIFY ALL EXISTING CONDITIONS AND 25.ELECTRICAL WORK TO BE IN ACCORDANCE W/NEC d. CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE)SHALL NOT BE LESS THAN(5%)FIVE PERCENT OR SLEEPING ROOMS 30 24 2 3 4 5 JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d PER JOIST VERIFY LOCAL REQUIREMENTS WITH LOCAL BUILDING AND TO BE CERTIFIED BY THE BOARD OF FIRE MORE THAN(7%)SEVEN PERCENT STAIRS 40 28 3 3 4 5OFFICIALS PRIOR TO CONSTRUCTION. UNDERWRITERS. e. SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT BAND JOIST TO JOIST(END-NAILED) 3-16d PER JOIST 2. G.C.TO VERIFY ALL DIMENSIONS AND CONDITIONS 26.NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE. CLIMATE&GEOGRAPHIC DESIGN CRITERIA GUARDRAILS&HANDRAILS 200 32 3 4 5 6 BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d PER FOOT PRIOR TO CONSTRUCTION AND PRIOR TO ORDERING IT IS THE ITY OF THE CONTRACTOR TO TABLE R301.2(1)-NYSRC 36 3 4 5 7 ROOF FRAMING MATERIALS. 27 FILE FOR AND OBTAIN LALL REQUIRED APPROVALS& 16 12 2 3 3 43. RECORD ARCHITECT/ENGINEER OR DESIGN GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM 1,2 WINTER ICE-SHIELD FLOOD STRUCTURAL PANELS 8d 12"O.C. PERMITS FROM ANY&ALL GOVERNING AGENCIES 16 2 3 4 SNOW SPEED DESIGN WEATHERING FROST LINE TERMO.C.ON EDGE SUPERVISOR OR DAILY INSPECTOR OF THIS PROJECT. LOAD (mph) CATEGORY ITE DECAY DESIGN UNDERLAYMENT HAZARDS 6"DEPTH TEMP REQUIRED 20 3 4 4 5 4"O.C.ON GABLE RAKE 28.IT IS THE RESPONSIBILITY OF THE ARCHITECT TO 4. ALL FOUNDATIONS&FOOTINGS SIZED FOR BEARING 45psi 110 C SEVERE 3'-6" M-H I S-M YES 24 3 4 5 6 DIAGONAL BOARD SHEATHING ON VIRGIN(UNDISTURBED)SOIL AT MINIMUM BEARING DESIGN TO THE LATEST NYS RESIDENTIAL CODES AND ALL OTHER APPLICABLE CODES,LAWS,RULES& 28 3 4 6 7 1x6 OR 1x8 2-8d PER SUPPORT CAPACITY OF(2 TONS)PER SQ.FT.WITH A MINIMUM REGULATIONS IN THE DESIGN OF THIS PROJECT AND ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS OF 3"(in)COVER. IS THE RESPONSIBILITY OF THE CONTRACTOR TO TABLE 3.8-WFCM 32 4 5 6 8 1x10 OR WIDER 3-8d PER SUPPORT 5. ALL WOOD FRAMING,INCLUDING JOISTS,BEAMS, CONSTRUCT PROJECT AS PER PLANS&RESIDENTIAL No. Date Submission / Revisions FASTEST-MILE WIND SPEED(mph) 36 4 5 7 - CEILING SHEATHING POSTS,STUDS,ETC.TO BE DOUGLAS FIR CODES. 90 1 100 1 110 120 19.2 12 2 3 4 5 GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD CONSTRUCTION GRADE OR BETTER @ fd 1200psi. 28.IT IS THE RESPONSIBILITY OF THE ARCHITECT TO 3.17.21 FILE FOR BUILDING PERM] 16 3 4 4 5 6. WOOD SILLS ON SLABS TO BE(2)2x6 cca WOLMINIZED DESIGN TO THE LATEST NYS RESIDENTIAL CODES AND STRUCTURAL SHEATHING WALL SHEATHING LUMBER W/3"(in)SQUARE WASHER-SEE TABLE ALL OTHER APPLICABLE CODES,LAWS,RULES& E F E F I E I F E I F 20 3 4 5 6 STRUCTURAL PANELS 8d 12"O.C. 3.2A-WFCM. REGULATIONS IN THE DESIGN OF THIS PROJECT AND SHEATHING LOCATION RAFTER/TRUSS SPACING MAX.NAIL SPACING FOR 8d COMMON NAILS 24 4 5 6 7 FIBERBOARD PANELS 7. ALL HEADERS TO BE SUPPORTED BY 4x4 POST(TYP) IS THE RESPONSIBILITY OF THE CONTRACTOR TO (INCHES O.C.) (INCHES O.C.) 28 4 5 7 8 7 U.O.N. CONSTRUCT PROJECT AS PER PLANS&RESIDENTIAL /s" 6d 3"EDGE/6"FIELD CODES. 4'(ft)PERIMETER EDGE ZONE 12 6 12 6 12 6 12 6 6 32 4 6 7 - zl6z» 8d 3"EDGE/6"FIELD 8. PROVIDE DOUBLE HEADERS&TRIMMERS AT ALL FLOOR&STAIR OPENINGS AND UNDER ALL POSTS& 29.MECHANICAL SYSTEM SHALL COMPLY WITH CHAPTER 12 16 6 12 6 6 6 1 6 6 6 48„ 36 5 6 8 - GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD PARTITIONS RUNNING PARALLEL TO FRAMING.FLOOR THROUGH CHAPTER 24 OF THE NYSRC. 19.2 6 6 6 6 6 6 6 6 24 12 3 4 5 6 HARDBOARD 8d12"O C JOIST SHALL BE DOUBLED BENEATH ALL PARALLEL a6" PARTITIONS. 30.PLUMBING SYSTEM SHALL COMPLY WITH CHAPTER 25 24 6 6 6 6 6 6 4 4 16 3 4 5 7 PARTICLE BOARD PANELS Sd 12"O.C. THROUGH CHAPTER 32 OF THE NYSRC. 9. BRIDGING TO BE EITHER SOLID BLOCKING OR 18 GA. INTERIOR ZONE 12 6 12 6 12 6 12 6 12 1 20 4 5 6 8 DIAGONAL BOARD SHEATHING CROSS BRIDGING,NOT EXCEEDING 8'(ft)O.C. 31.ELECTRICAL SYSTEM SHALL COMPLY WITH CHAPTER 33 16 6 1 12 1 6 12 6 1 12 6 12 48" a61• 24 4 6 7 - 1x6 OR 1x8 2-8d PER SUPPORT 10.ALL HEADERS TO BE(2)2x8 MIN.U.O.N.ON PLAN. THROUGH CHAPTER 42 OF THE NYSRC. 19.2 6 1 12 1 6 12 6 6 GABLE ENDWALL(EDGE ZONE) 28 5 6 8 1x10 OR WIDER 3-8d PER SUPPORT 11.THE TOP&BOTTOM OF JOISTS MAY BE NOTCHED, 32.CONTRACTOR SHALL RELOCATE ALL EXISTING • 24 6 12 6 12 ]t4 6 6 INTERIOR ZONE 32 5 7 - FLOOR SHEATHING NOTCH IS NOT TO EXCEED 2"(in)&NO NOTCHING AT ELECTRIC,TELEPHONE,ANTENNA&CABLE TV SERVICE MIDDLE Y OF JOIST SPAN. WIRING AS REQUIRED. GABLE ENDWALL RAKE&RAKE TRUSS 4 4 4 4 4 4 PERIMETER ZONE 36 6 8 - - STRUCTURAL PANELS 33.ALLOW MINIMUM OF 18"(in)BETWEEN BOTTOM OF FLOOR BOARD SHEATHING 1. TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF CEILING DEAD LOAD OF 1"OR LESS 8d 6"EDGE 112"FIELD 12. ALL STRUCTURAL WOOD TO BE KEPT BACK 2"(1n)MIN. (10 psf).IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE CEILING ASSEMBLY FROM CHIMNEY. JOIST&TOP OF SCREED COAT OR PROVIDE CCA SHEATHING SIZE RAFTER/TRUSS SPACING MIN.NUMBER OF 8d COMMON NAILS IS NOT CONNECTED TO THE ROOF ASSEMBLY,THE TABULATED NUMBER OF GREATER THAN 1" 10d 6"EDGE/6"FIELD LUMBER. NOTE: NAILS SHALL BE INCREASED BY(1)NAIL AT EACH END OF THE STRAP.FOR EACH 13.JOIST HANGERS&OTHER METAL FASTENERS TO BE (INCHES O.C.) PER SUPPORT (5 psf)INCREASES IN STRUCTURAL ROOF CEILING DEAD LOAD,THE TABULATED DIAGONAL BOARD SHEATHING "TECO","SIMPSON-STRONG-TIE"OR EQUAL&ARE TO 34.ALL INTERIOR DOORS ARE TO CONFORM WITH NYSRC. 1. FOR GABLE ROOFS 10"TO 45°PITCHES. NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED BY(1)NAIL. 1x6 OR 1x8 SHEATHING 12-19.2 2 2 2 2 2. SEE FASTENING SCHEDULE FOR NAILING IN 2.FOR WALL TO WALL&WALL TO FOUNDATION CONNECTIONS,THE TABULATED 1x6 OR 1x8 2-8d PER SUPPORT COMPLY WITH NYSRC. 35.WINDOW&EXTERIOR DOORS SHALL BE PROPERLY EACHZONE. NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED BY(1)NAIL AT EACH ALL CONCRETE HAUNCH FOOTINGS TO HAVE #5 FLASHED AT HEADS&PROPERLY SEALED&WEATHER 1x10 OR LARGER SHEATHING 12-19.2 3 3 3 3 END OF THE STRAP FOR EACH FULL WALL ABOVE. 1X10 OR WIDER 3-8d PER SUPPORT 14. (2) REBAR REINFORCING RODS U.O.N. STRIPPED. PROP PROJ.SHALL COMPLY WITH THE FOLLOWING SECTIONS&TABLES OF THE NEW YORK STATE RESIDENTIAL CODE: 15.ALL CONCRETE"T"FOOTINGS TO HAVE(3)#5 REBAR 36.ALL GYPSUM WALLBOARD SHALL BE TAPED&SPACKLED Project Address: TABLE R301.2(1)-NYSRC R308-NYSRC GLAZING R314.3-NYSRC HEADROOM R406-NYSRC FOUNDATION WATERPROOFING&DAMP PROOFING R602.8-NYSRC FIRE BLOCKING REINFORCING RODS U.O.N. (3)COATS READY FOR PAINT: CLIMATE AND GEOGRAPHIC DESIGN CRITERIA R308.1-NYSRC IDENTIFICATION THE MINIMUM HEADROOM IN ALL PARTS OF THE STAIRWAY R406.2-NYSRC CONCRETE&MASONRY FOUNDATION FIRE BLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED Y2"(in)SHEETROCK FOR ALL WALLS&CEILING SHALL NOT BE LESS THAN 6'-8"(2032mm)MEASURED DRAFT OPENINGS(BOTH VERTICAL&HORIZONTAL)AND TO FORM 16.THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS TABLE R301.2.1.1-NYSRC EACH PANEL OF GLAZING INSTALLED IN HAZARDOUS WATERPROOFING %"(in)TYPE"X"FOR ALL GARAGE&MECHANICAL ROOMS DESIGN CRITERIA:CONSTRUCTION DESIGNED IN LOCATIONS AS DEFINED IN SECTION R308.4,SHALL BE VERTICALLY ....EXTERIOR FOUNDATION WALLS THAT RETAIN EARTH&ENCLOSE AN EFFECTIVE FIRE BARRIER BETWEEN STORIES AND BETWEEN A BELOW GRADE(EXCLUDING SLABS)SHALL BE DAMP Y"(in)M/R GREENBOARD FOR ALL BATHROOMS AND WET TOP STORY AND THE ROOF SPACE. PROOFED W/AN ELASTIC COAL TAR BASE. O O CASTLE HILL R D■ ACCORDANCE WITH AMERICAN FOREST&PAPER PROVIDED WITH A MANUFACTURER'S OR INSTALLER'S LABEL, R315-NYSRC HANDRAILS HABITABLE OR USABLE SPACES LOCATED BELOW GRADE SHALL BE WALLS ASSOCIATION(AF&PA)WOOD FRAME CONSTRUCTION DESIGNkTING THE TYPE AND THICKNESS OF GLASS AND THE WATERPROOFED WITH A MEMBRANE EXTENDED FROM THE TOP OF R806.1 &R806.2-NYSRC ROOF VENTILATION 17.FIREPLACE FOOTINGS SHALL EXTEND 6"(in)FROM 37.ALL FINISHES SHALL BE DIRECTED BY OWNER. MANUAL FOR ONE&TWO FAMILY DWELLINGS(WFCM) SAFETY GLAZING STANDARDS WITH WHICH IT COMPLIES, R315.1-NYSRC HANDRAILS THE FOOTING TO THE FINISHED GRADE.THE MEMBRANE SHALL VENTILATION OPENINGS SHALL BE PROVIDED W/CORROSION FOUNDATION ON ALL SIDES. WHICH ISVISIBLE IN THE FINAL INSTALLATION.THE LABEL ....HANDRAIL HEIGHT MEASURED ABOVE STAIR TREAD CONSIST OF(2 PLY)HOT MOPPED FELTS,55#ROLL ROOFING,(6 RESISTANT WIRE MESH W/Y"MIN.TOY4"MAX.OPENING.FREE 38.ALL -JOIST CO LUMBER IS TO BE MANUFACTURED BY TABLE R301.4-NYSRC SHALL BEACID ETCHED,SANDBLASTED,CERAMIC-FIRED, NOSINGS,SHALL NOT BE LESS THAN 34"(in)(864mm)AND NOT MIL)POLYVINYL CHLORIDE,(6 MIL)POLYETHYLENE OR(40 MIL) VENTILATING AREA SHALL NOT BE LESS THAN 1:150 SPACE 18.PROVIDE COMBUSTION AIR VENTS AS PER NYS "TRU-JOIST CORP:'OR APPROVED EQUAL CUTCH 0 G U E MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS EMBOSSED MARK,OR SHALL BE OF A TYPE WHICH ONCE MORE THAN 38"(in)(965mm)....HANDRAILS ADJACENT TO A PLYMER-MODIFIED ASPHALT.THE JOINTS IN THE MEMBRANE SHALL VENTILATED. ENERGY CODE. APPLIED CANNOT BE REMOVED WITHOUT BEING DESTROYED. WALL SHALL HAVE A SPACE NOT LESS THAN 1 Y2"(in)(38mm) BE LAPPED AND SEALED WITH AN ADHESIVE COMPATIBLE WITH 39.NO CONSTRUCTION OR DEMOLITION SHALL COMMENCE 1 1 Q TABLE ERS SC -NYSRC 19.FOR ALL 4"(in)POURED CONCRETE SLABS,PROVIDE PRIOR TO ISSUANCE OF BUILDING PERMIT. NEW YORK 1 1 V 3 5 FASTENERS SCHEDULE FOR STRUCTURAL MEMBERS BETWEEN THE WALL AND HANDRAIL THE WATERPROOFING MEMBRANE. R905-NYSRC REQUIREMENTS FOR ROOF COVERINGS 6x61%o WWF OVER 10 MIL MIN(U.O.N.)POLYETHYLENE R308.4-NYSRC HAZARDOUS LOCATIONS VAPOR BARRIER OVER 6"In WELL COMPACTED FILL. 40.CONTRACTOR SHALL PROVIDE ALL REQUIRED ( ) TABLE ER5.2.5-NYSRC WHIRLPOOLS,SAUNAS,STEAM ROOMS,BATHTUBS AND VAPOR BARRIER 5.GLAZINGN DOORS AND ENCLOSURES FOR HOT TUBS, R316-NYSRC GUARDS R406.3.2-NYSRC R905.2.5-NYSRC FASTENERS 20.BASEMENTS WITH HABITABLE SPACE SHALL COMPLY INSURANCE AND INSURANCE CERTIFICATES. FASTENERS R316.1-NYSRC GUARDS REQUIRED FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED SHOWERS,(LAZING IN ANY PART OF A BUILDING WALL R301.2(8)-NYSRCENCLOSING MESE COMPARTMENTS WHERE THE BOTTOM NYSRC ....RAISED FLOOR SURFACES....SHALL HAVE GUARDS NOT R408-NYSRC UNDER FLOOR SPACE STEEL,STAINLESS STEEL,ALUMINUM OR COPPER ROOFING NAILS, WITH EMERGENCY EGRESS SECTION 310-NYSRC.A 41.CONTRACTOR SHALL TAKE ALL NECESSARY LESS THAN 36"(in)(914mm)IN HEIGHT MIN.12 GA.SHANK W/A MIN.%"HEAD ASTMF 1667 OF A LENGTH TO SILL OF NOT MORE THAN 44"(in)ABOVE FLOOR AREA PRECAUTIONS TO SAFE GUARD THE EXISTING SHEAR WALLS EXPOSED EDFE OF GLAZING IS LESS THAN 60"(in)(1524mm) R408.1-NYSRC CRAWL SPACE VENTILATION PENETRATE THROUGH THE ROOFING MATERIAL AND A MIN.OF 3/4" OF WINDOW AND SKYLIGHTS SHALL BE NOT MORE RESIDENCE&CONTENTS AGAINST DAMAGE FROM THE R303.1-NYSRC HABITABLE ROOMS MEASURED VRTICALLY ABOVE ANY STANDING OR WALKING R316.2-NYSRC GUARD OPENING LIMITATIONS THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL NOT BE INTO THE ROOF SHEATHING.WHERE THE ROOF SHEATHING IS THAN 8%OF EXTERIOR WALL AREA. ELEMENTS DURING CONSTRUCTION. Date: 03.17.21 GLAZING 8%FLOOR AREA SURFACE REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS,RAISED LESS THAN(1)SQ.FT.FOR EACH(150)SQ.FT.OF UNDER FLOOR LESS THAN Y4"THICK,THE FASTENERS SHALL PENETRATE VENTILATION 4%FLOOR AREA R313-NYSRC S110KE ALARMS SPRINKLERS&CARBON FLOOR AREA.....SHALL HAVE INTERMEDIATE RAILS....THAT DO SPACE AREA. THROUGH THE SHEATHING FASTENERS SHALL COMPLY WITH 21.GLAZING IN DOORS,SHOWER DOORS AND 42.CONTRACTOR SHALL REPAIR ALL EXISTING CONDITIONS Project No: 21.001 MONOXIDE ALAPM NOT ALLOW PASSAGE OF A SPHERE 4"(in)(102mm)OR MORE IN ASTMF 1667. ENCLOSURES SHALL BE SIZED&CONSTRUCTED OF DAMAGED DUE TO THE EXECUTION OF THIS WORK TO R310-NYSRC EMERGENCY EGRESS COMBINATION SMOKE&CARBON MONOXIDE ALARM SHALL BE DIAMETER R408.3-NYSRC CRAWL SPACE ACCESS MATERIALS AS TO MINIMIZE THE POSSIBILITY OF ITS ORIGINAL CONDITION. Scale: AS NOTED R310.1.1-NYSRC MINIMUM OPENING AREA INSTALLED IN EAEXH CH SLEEPING ROOM AND OUTSIDE EACH ACCESS SHALL BE PROVIDED TO ALL UNDER-FLOOR SPACES. R905.2.6-NYSRC ATACHMENT INJURY TO PERSONS IN THE EVENT THAT THE GLAZING ALL SLEEPING ROOMS TO HAVE EMERGENCY ESCAPE AND SLEEPING IN SL AND ON EACH STORY- R324.1-NYSRC ACCESS OPENINGS THROUGH THE FLOOR SHALL BE MIN.18"(in)BY ASPHALT ROOF SHINGLES SHALL HAVE A MIN.OF(6)SIX IS BROKEN OR DAMAGED.SEE SECTION R308-NYSRC. 43.DRAWINGS ARE NOT TO BE SCALED.FOLLOW Drawn B ]C INTERCONNECTED, TERMITE SHIELD FASTENERS PER SHINGLE WHERE THE ROOF IS ON ONE OF THE DIMENSIONS ONLY.NOTIFY ARCHITECT DESIGNER y' RESCUE OPENINGS WITH A MINIMUM NET CLEAR OPENING OF 24"(in).OPENINGS THROUGH A PERIMETER WALL SHALL BE 16"(in) 22.ALL CONSTRUCTION SHALL BE IN ACCORDANCE W/ FOLLOWING CATEGORIES-THE BASIC WIND SPEED PER R301.2(4) IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. 5.7 SQ.FT.EXCEPTION GRADE FLOOR OPENINGS SHALL HAVE R402.2-NYSRC CONCRETE BY 24"(In) THE NYSRC CODES,THE IRC BUILDING CONSTRUCTION DWg. Title: A MINIMUM NET CLEAR OPENING OF 5.0 SQ.FT. R314-NYSRC STAIRWAYS CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH AS G ADE OR GREATER;AND THE EAVE IS 20'(ft)OR HIGHER ABOVE MANUAL&THE NYS ENERGY CODE ALL LATEST 44.NO CHANGE WILL BE PERMITTED WITHOUT PRIOR R502-NYSRC BEARING GRADE ( � R314.1-NYSRC WIDTH SHOWN IN TABLE R402.2-NYSRC.CONCRETE SUBJECT TO WEATHERING AS A.ALL ENDS OF EACH JOIST,BEAM OR GIRDER FLOOR SYSTEMS& ADDITIONS). WRITTEN NOTIFICATION OF&APPROVAL OF THE R310.1.2-NYSRC MINIMUM OPENING HEIGHT ....MINIMUM CLEAR WIDTH OF THE STAIRWAY AT AND BELOW INDICATED IN TABLE 301.2(1)-NYSRC,SHALL BE AIR ENTAINED AS SPECIFIED JOIST FRAMING SHALL COMPLY WITH SECTION R502.6 OF THE NEW R905.2.7-NYSRC UNDERLAYMENT APPLICATION ARCHITECT/ENGINEER OF RECORD. THE MINIMUM NET CLEAR HEIGHT SHALL BE 24"(in) THE HANDRAIL HEIGHT,INCLUDING TREADS AND LANDINGS, IN TABLE 402.2-NYSRC.THE MAXIMUM WEIGHT OF FLY ASH,OTHER YORK STATE RESIDENTIAL CODE FOR ROOF SLOPES FROM(2)VERTICAL UNITS IN(12)UNITS 23.ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY 45.CONTRACTOR SHALL PROVIDE THE OWNER WITH A SHALL NOT BE LESS THAN 31.5"(1n)(787mm)WHERE A POZZOLANS,SILICA FUME OR SLAG THAT IS INCLUDED IN CONCRETE HORIZONTAL(2:12)UP TO(4)VERTICAL UNITS IN(12)UNITS TYPICAL WOOD F RAM I N, THE MIN-NYSRC MINIMUM OPENING WIDTH MIXTURES FOR GARAGE FLOOR SLABS AND EXTERIOR PORCHES,CARPORT HORIZONTAL(4:12),SHALL RECEIVE(2)LAYERS TRAPPED&VENTED AS REQUIRED A NYS CODE.CAST CERTIFICATE E OCCUPANCY OR COMPLETION&AND THE MINIMUM NET CLEAR WIDTH SHALL BE 20-(in) HANDRAIL IS INSTALLED ON ONE SIDE AND 27"(in)(698mm) B.ALL STRUCTURAL LUMBER SHALL HAVE A MINIMUM END BEARING ( � )� IRON PIPE SHALL CONFORM W/LOCAL CODE WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES SLABS AND STEPS THAT WILL BE EXPOSED TO DE-ICING CHEMICALS SHALL OF NOT LESS THAN 3"(in) ELECTRICAL CERTIFICATE FROM AN APPROVED AGENCY R310.1.4-NYSRC OPERATIONAL CONSTRAINTS NOT EXCEED THE PERCENTAGE OF THE TOTAL WEIGHT OF CEMENTITIOUS R905.2.8-NYSRC ICE SHIELD REQUIREMENTS&HAVE APPROVED CLEAN-OUTS& UPON COMPLETION OF THIS PROJECT. DETAILS EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE THE M-NYSRC TREADS&RISERS MATERIALS.MATERIALS USED TO PRODUCE CONCRETE AND TESTING ALL ROOF EAVES SHALL BE PROVIDED WITH ICE SHIELD JOINTS. THE MAXIMUM RISER HEIGHT SHALL BE 8Yo"(in)(209mm)AND THEREOF SHALL COMPLY WITH THE APPLICABLE STANDARDS LISTED IN MEMBRANE FROM EDGE TO 24"(in)PAST INSIDE WALL 24.ALL HEATING&COOLING DESIGNS SHALL CONFORM OPERATIONAL FROM THE INSIDE OF THE ROOMS WITHOUT THE USE OF KEYS OR TOOLS THE MINIMUM TREAD DEPTH SHALL BE 9"(in)(229mm) ACI318.IN ADDITION TO THE CEMENTS PERMITTED BY ACI318,CEMENT W/A.S.H.R.A.E. COMPLYING WITH ASTM C 11571S PERMITTED. Dwg. No.: IL N ■ Page: 30 OF 30 Architect: CURTISS A.D. PROJECT: James Curtiss, R.A. P.O.Box 311 Williston Park, N.Y. 11596 IU n 19 U LF '[U"l mANS �C� N R"zE N C EN " I'V 0 U APPR VED AS NOTED i - 718.702.7354 1DAT B.P.i jcurtissarch@ gmail.com FFE: 3 03 Designer- Interiors: NOTIFY BUILDING D 7 WENT AT Owner 76,'"-1802 8 AM To 4' PM FOR THE Thom-as Juul-Hansen, LLC S 42037'28" W F0'L'LOWING INSFIECT!CINS: I OIV, 0/� 500 CASTLE HILL RM" UAU 28.50' 0 1. FIOUNDATION - TWO REQUIRED 15 Maiden Lane, 19th Floor BW 5.0 New York, NY 10038 Z' FOR POURED CONCRETE 16?0 2. ROUGH - FRAMING & PLUMBING Phone 646.246.3593 sys A 3. INSULATION ZONING INFORMATION &APPROVALS 0, 0 4. FINAL - CONSTRUCTION MUST SITE PLAN BASED ON SURVEY BY: 0 Consultants: CUTCHOGUL IN 5 M Y S00) BE COMPLETc FC:) C.O. KENNETH WO CHUK LAND SURVEYING,PLLC n/40 DATED 1214.20 _31 ALL CONSTRIJCTI"'�'N SHALL MEET THE REFER TO SURVEY FOR SEPTIC AND DRYWELL DESIGN AND LOCATIONS,UTILITIES,SITE DESIGN AND Structural Engineer: IMPROVEMENTS MHW LINE ALONG BULKHEAD REQUIREMENTS OF THE CODES OF NEW A YORK'STATE. NOT RESPONSIBLE FOR Reilly Tarantino APPROVALS. \� \\\� 0 100 66), DESIGN OR CONSTRUCTION ERRORS. 100 Park Blvd. 1. SOUTHOLD TOWN BOARD OF TRUSTEES APPROVAL OF ADMINISTRATIVE AMENDMENT TO ADMINISTRATIVE 10 SCTM# : 1 000=72 1 1110 PERMIT#9514A DATED 1.20 21. 2 LETTER OF NO JURISDICTION-N Y S DEPARTMENT OF ENVIRONMENTAL CONSERVATION APPLICATION# #209 1-4738-01154 100003. 3 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES REFERENCE#R10-19-0105-ZEC,STAMPED Massapequa Park, New York, 11762 1 APPROVED 3.9.21 0 -1? CO',/.,, PLY V,!ITH ALL CODES OF hone 631.724,7888 500 CASTLE HILL ROAD 1100 \N N[�',N' Y;11r'�',/ STATE & TOWN CODES p DRAWING LIST: CUTCHOGUE,N.Y.11935 S A S R E �A NID C, IN I D I T 10 N S OF TAX MAP#1000-72-1-1.10 MEP Engineer: 60 7.00' LOT COVERAGE(SF): EXISTING E TOTAL ?i EXIS J PROPOS 7�< 1. TITLE SHEET- SITE PLAN D A-001.00 R-80 I L -io-TA ZONE: 54,374.0 57.374.0 _ ( 1-10 A-002.00 LOT SIZE 1.25 a�� 1.25 ac 2. LEGEND& DETAILS -OARD 3. GENERAL NOTES&CONDITIONS A-003,00 BUILDING AREA. 20% 00 (10,8748) RETAIN STORM WATFR 10 SC , 'r'�, 4. SCHEDULES- PLMB,RSR. -WALL TYPES A-004.00 PROPOSED: 31 OLE,T,OM TRUSTEB - -------- PURSUANT TO 0114AHER 236 1 DWELLING 29380 2,938.0 5. ENERGY CODE-TABLES A-005.00 2 REAR DECK WITH STEPS 1,'0640 1 1,064.0 3. FRONTDECK 77.0 77.0 OF THE TOWN CODE. 6. LOWER LEVEL- FOUNDATION PLAN A-100.00 4. SWIMMING POOL 7480 748.0 \_40 7. FIRST FLOOR PLAN A-101.00 TOTAL 4,827.0 4,827.0<10,87d 8 8. SECOND FLOOR&FRST.FL ROOF PLAN A-102.00 6.9%<2°% OCCUPANCY OR ALLOWED EXISTING PROPOSED SETBACKS SQ 9. ROOF DRAINAGE PLAN A-103.00 FRONT 600, 383 USE IS UNLAWFUL Seal: 0 0 REAR 100 GTO CREST OF BLUFF - 10. ELEVATIONS A-200.00 MIN.SIDE YARD. 200' 300' 11. ELEVATIONS A-201.00 (AGG 45 0') (AGG.82 0) 6,� WITHOU-11- CERT([-'ICATE A-300.00 ZONING INFORMATION TAKEN FROM SITE PLAN DONE BY KENNETH M WOYCHUK LAND SURVEYING DATED 12.14.2C AND 12. BUILDING SECTIONS 10� 13. BUILDING SECTIONS A-301.00 APPROVED BY BOARD OF TRUSTEES DATED 1.20.21 11�1>4 OF OCCUPANCY 14. DETAIL SECTIONS A-400.00 zt PROPOSED HOUSE IS 2 STORIES 15. DETAIL SECTIONS A-401.00 FIRST FLOOR IS SET AT 79.0' GRADE PLANE*IS SET AT 73 6' ES T 16. DETAIL SECTIONS A-402.00 STORY ABOVE GRADE PLANE DEFINITION OF13L 0 � 17. GENERAL ROOF DETAILS A-403.00 1. FIRST FLOOR IS 5 4'ABOVE GRADE PLANE*,<6 FEET. 2. FIRST FLOOR IS 70.2%LESS THAN 6 FEET ABOVE FINISHED GROUND LEVEL PLUMBER CERTIFICATION STRUCTURAL SET FROM REILLY-TARANTINO 3 AT NO POINT IS THE FIRST FLOOR HIGHER THAN 12 FEET, ON LEAD CONTENT BEFORE 18. GENERAL NOTES S-001.00 19. FOUNDATION PLAN FO-100.00 *GRADE PLANE AVERAGE": 7 eCERTIFICATE OF OCCUPANCY 1. 710' 2. 73 5- EILEC-r-_ 0 N 20. TYPICAL FOUNDATION DETAILS FO-500.00 3 750" SOLDER USED IN WATER pj'S p L_: 4. 75 0** S-101 2 5. 740 74 SUPPL Y SYSTF V CANNOT CTJOJ�� r'14jUUJR 21. FIRST FLOOR FRAMING PLAN 5.:: ED 6. 7 EXCEED 21-10 I-)F I% LEAD. 22, SECOND FLOOR/LOW ROOF FRAMING PLAN S-102,00 73.6'>73.0'(FIRST FLOOR SET AT 79,0') 23. ROOF FRAMING PLAN S-103.00 REPRESENTS GRADE ELEVATION ABOVE 73.0 ?4 24. FIRST FLOOR BRACED FLOOR PLAN S-201.00 \ � (�1 - 25, SECOND FLOOR BRACED FLOOR PLAN S-202.00 OftnUSS PLACARDInt; S-203.00 26, TYPICAL BRACED WALL DETAILS I p PLUMBINe ALI.P! 27, TYPICAL BRACED WALL DETAILS 2 S-204.00 &0 ZIE-� OW"3 28. TYPICAL BUILDING SECTION S-300.00 _P:- TESTING FEF.0fj'-:rjo�4�Rl CD G 29. TYPICAL STEEL FRAMING DETAILS S-500.00 C:) 4 30. TYPICAL WOOD FRAMING DETAILS S-700.00 73.5;,, 1 No. Dat 0 INN75 0' OL 1>0 Submission Revisions g/0 0 3.17.21 FILE FOR BUILDING PERMIT 5.04.21 GRADE ELEVATION STUDY T < DO NOT PROCEED FLOOR OR'29 7% 2,064.0 AREA OF FIRST FLOOR OR 70.2% 874 0 ARE�OF FIR DECK >6 FEETA ��\ fRAIIAING UNTIL SURVEY FINISHED GROUND ------,3Q 01 52.b" --,76 OF FIDUNDATION LOCATION ABOVE LEVEL 14.U' PAS BE"E31 APPROVED. 71 C\JF DROPOSED 2053 CRY t-KAIVI WELLING W. LAND NiF ROOF TER E OF MUSt pro-vide Rlantlabs MARY MCKAY p , D, J and S as ,,. r 4 74 Crio r lightin gr NYS E z1 erg,y iiico, rePlaced or 68 74. colljorm to C"'41P of the Town CoAn elf z B1 0 wer door C 'L < an ductwork < I K testi g required. LU Project Address: U) 0 M- - 7.6 ( � ; 500 CASTLE HILL RD. ,Jlt�j SECOND FLOOR V! de- 6-� w�2 \ CUTCHOGUE 0 , At,-\ FIRST FLOOR+79.0' --FIRST FLOOR+79.0'td-N n Q4eb re NEW YORK, 11935 oft GRADE PLANE+73.6' 74 O� +75 0' GRADE PLANE+73.6' �T 71.0' SPe 0)17 ev _J 4E+73 +735' 73 5' - +710' LL LEFT SIDE ELEVATION FRONT ELEVATION ELEr' Date: 03.17.21 T R N I Project No: 21.001 IRION PIN Scale: AS NOTED 51°23'30" W Drawn By: 3C n �A Dwg. Title: 17Q) L 4 J) R0,4D ASPHALT/GRAVEL SECOND FLOOR SECOND FLOOR 0. 50, �AIVD/V/F ROADV!Ay OF TITLE SHEET FIRST FLOOR+79.0' FIRST FLOOR+79.0' JOSEPH&CAR R/cC/ SITE PLAN +7" 750 1 _7777� +750' +75.0' U16� GRADE PLANE+73.6' gd-N GRADE PLANE+73.6' +74 0. r= SITE PLAN SLAB+�_9.0'- xt\ SLAB+69.0' Dwg. No.: _Izv- SCALE:1" 30'-0" REAR ELEVATION RIGHT SIDE ELEVATION in 21 GRADE STUDY ■ SCALE:N.T.S. Page: 01 OF 30 Architect: ABBREVIATIONS LEGEND: D.O.B. GENERAL NOTES CURTISS A.D. ABBREVIATIONS PERTAIN TO ARCHITECTURAL DRAWINGS ONLY.REFER TO CONSULTANTS DRAWINGS FOR THF'ABBREVIATIONS. I PROPOSED CONSTRUCTION SCOPE OF WORK: NEW RESIDENCE James Curtiss, R.A. 1. ALL WORK TO CONFORM TO THE LATEST REQUIREMENTS OF THE 2020 P.O.Box 311 % PERCENT DW DISHWASHER H.B. HOSE BIB O.C.OR o.c.ON CENTER SUSP. SUSPENDED F DROP ARCH OR CONDITION ABOVE RESIDENTIAL CODE OF NEW YORK,2017 UNIFORM CODE SUPPLEMENT,AND THE Williston Park, N.Y. 11596 & AND DWG(S) DRAWING(S) HC HOLLOW CORE OCC OCCUPANT SV SHEET VINYL 2020 ECC ENERGY CODE. FIRE DEPARTMENT REGULATIONS,UTILITY COMPANY @ AT H.C. HANDICAPPED O.D. OUTSIDE DIAMETER — REQUIREMENTS,THE BEST OF TRADE PRACTICES,AND THE REQUIREMENTS OF E EAST O/H OR OVHD OVERHEAD T TREAD A PROPOSED POURED CONCRETE ANY OTHER AUTHORITY HAVING JURISDICTION. 718.702.7354 # POUND OR NUMBER HDW HARDWOOD FOUNDATION WALL AND FOOTING jcurtissarch@gmail.com EA EACH Hp�t HARDWARE OPN'G(S) OPENING(S) TBD TO BE DETERMINED GENERAL NOTES FINISH SYSTEM (DOORS AND FRAMES) OWSJ OPEN WEB STEEL JOIST TEMP TEMPERATURE OR TEMPORARY @g EIFS EXTERIOR INSULATION& HOLLOW METAL OPP OPPOSITE TEL TELEPHONE A.C.T. ACOUSTICAL CEILING TILE HM Owner- gner- Interiors: EJ EXPANSION JOINT DENOTES ALIGNMENT OF 1. SEE GENERAL NOTES ON A-003.00 FOR ADDITIONAL REQUIREMENTS. Thomas Desi Hansen, LLC ADD'L ADDITIONAL ALIGN Desi ADJ ADJACENT OR ADJUSTABLE fJRZ. HORIZONTAL OZ. OUNCE TER TERRAllO INDICATED SURFACES 2. GENERAL POOL NOTES ON A-004.00 EL ELEVATION 1R HOUR PERF. PERFORATED T&G TONGUE&GROOVE 15 Maiden Lane, 19th Floor AFF ABOVE FINISHED FLOOR 3. NO WORK TO BEGIN UNTIL A PERMIT IS ISSUED BY THE TOWN OF SOUTHOLD OR ANY ELEC ELECTRIC OR ELECTRICAL ALT ALTERATION OR ALTERNATE EMER. EMERGENCY HSS HIGH STRENGTH STEEL PL PLASTER THK THICK OTHER GOVERNING JURISDICTION. New York, NY 10038 ALUM ALUMINUM ENCL ENCLOSURE HGT HEIGHT PLAM PLASTIC LAMINATE T.O. TOP OF SECTION REFERENCE NUMBER 4. INTERIOR DIMENSIONS ARE FROM FINISH-TO-FINISH.WALL TYPES ARE ON A-004.00 Phone 646.246.3593 HVAC HEATING,VENTILATION AND PLYWD PLYWOOD TOC TOP OF CONCRETE DRAWING REFERENCE NUMBER 5. REFER TO STRUCTURAL DRAWINGS BY REILLY-TARANTINO FOR ALL STRUCTURAL ANDD. ANODIZE EP ELECTRIC PANEL AIR CONDITIONING POL POLISHED TOS TOP OF STEEL INFORMATION,FRAMING SIZES,REINFORCING, AND REQUIRED CONNECTIONS, APPROX. APPROXIMATE ELEV ELEVATORFASTENERS,AND STRAPPING REQUIREMENTS. HWH HOT WATER HEATER POLY POLYETHYLENE OR TPO THERMOPLASTIC POLYOLEFIN Consultants: ARCH ARCHITECTURALENG. ENGINEER POLYURETHANE TYP TYPICAL 6. ELECTRICAL INSPECTIONS ARE REQUIRED BY TOWN OF SOUTHOLD ACCEPTED AGENCY. VERIFY WITH AGENCY TYPE AND SCHEDULE OF INSPECTIONS. Structural Engineer; ASTM AMERICAN SOCIETY FOR EPDM ETHYLENE PROPYLENE IN INCH PR POWDER ROOM TESTING AND MATERIALS DIENE MONOMER UL UNDERWRITER'S INDICATES ELEVATION NUMBER 7, ALL CONSTRUCTION WORK PERFORMED ON PREMISES ARE TO BE A-V AUDIO-VISUAL INCL INCLUDED OR INCLUDING PR. PAIR LABORATORIES INC. INDICATES SHEET NUMBER PERFORMED BY AN APPROVED CONTRACTOR,GENERAL CONTRACTOR WILL Reilly Tarantino AVG. AVERAGE (SYNTHETIC RUBBER) INSUL INSULATED OR INSULATION PREFAB PREFABRICATED U.O.N. UNLESS OTHERWISE NOTED BE RESPONSIBLE FOR PERFORMANCE AND COMPLETION OF WORK FOR ALL 100 Park Blvd. EPT EPDXY PAINT INT INTERIOR PSF POUNDS PER SQUARE FOOT USG UNITED STATES GYPSUM CORP. SUB-CONTRACTORS. #209 BD BOARD EQ EQUAL PSI POUNDS PER SQUARE INCH DETAIL REFERENCE NUMBER 8. BEFORE COMMENCING WORK,THE CONTRACTOR SHALL FILE ALL REQUIRED Massapequa Park, New York, 11762 EQUIP. EQUIPMENT JANT. JANITOR VB VAPOR BARRIER DRAWING REFERENCE NUMBER BET. BETWEEN PT PAINT � INSURANCE CERTIFICATES,OBTAIN ALL REQUIRED PERMITS AND PAY ALL FEES EST ESTIMATED JT JOINT BLDG BUILDING VCT VINYL COMPOSTION TILE REQUIRED BY ALL GOVERNING JURISDICTIONS. VERT VERTICAL INDICATES AREA OF DETAIL phone 631.724.7888 PTD PAINTED �` BLK BLOCK E.W.C. ELECTRIC WATER COOIER L LINEN PART. PARTITION 9. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR BLK'G. BLOCKING EXIST EXISTING LAB LABORATORY PVC POLYVINYL CHLORIDE VEST. VESTIBULE PROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS MEP Engineer: BLKD BULKHEAD EXP EXPOSED LAM LAMINATE VIF VERIFY IN FIELD INDICATES NEW DOOR IF THEY WERE INDICATED IN THE DRAWING. BM BEAM EXP.JT. EXPANSION JOINT LAV LAVATORY Q.T. QUARRY TILE VOL VOLUME 10. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE B.O. BOTTOM OF EXT EXTERIOR LB(S) POUND(S) QTY QUALITY VWC VINYL WALL COVERING STIPULATION OF LOCAL AUTHORITIES,BUILDING MANAGEMENT OR BOARD OF LIN LINEAR OR LINEAL DIRECTORS. B/S BOTH SIDES R RISER W CLOTHES WASHER OR WEST BREAK MARK FA FIRE ALARM 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL BSMT BASEMENT F.A.R. FLOOR AREA RA`IO LT LIGHT R. RADIUS W/ WITH CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. FD FLOOR DRAIN MAS MASONRY RB RESILIENT BASE WC WATER CLOSET OR THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND FEN FOUNDATION MAX MAXIMUM CENTERLINE R.C.P. REFLECTED CEILING PLAN WALLCOVERING BRACING FOR ALL STRUCTURAL REMOVAL TASKS,THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR CAB. CABINET FE FIRE EXIT RD ROOF DRAIN WD WOOD O INDICATES MECH MECHANICAL NEW WINDOW U 0 N CAP. CAPACITY RE: REFER TO ( � .) DURING THE EXECUTION OF THE WORK. F.E.C. FIRE EXTINGUISHER CABINET W/D STACKED WASHER/DRYER MED. MEDIUM Seal: CJ CONTROL JOINT FBO FURNISHED BY OTHERS REBAR REINFORCING BAR WDW WINDOW 12. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK AND SHALL PROVIDE ALL CL CLOSET MEZZ MEZZANINE REC'MD RECOMMENDED Q REVISION TAG DIMENSIONS REQUIRED FOR OTHER TRADES:MECHANICAL,ELECTRICAL, FF FINISH FLOOR WIC WALK-IN CLOSET MDF MEDIUM DENSITY FIBERBOARD PLUMBING,ETC. CLG CEILING FFD FUNNEL FLOOR DRAIN REF. REFERENCE OR 11//0 WITHOUT MFD MANUFACTURED REFRIGERATOR 13. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING,REPAIRING AS CLK'G CAULKING SD SMOKE DETECTOR REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS,AND FH FIRE HYDRANT MFG MANUFACTURING WP WATERPROOFING OR • CLR CLEAR FHC FIRE HOSE CABINET MFR MANUFACTURER REINF REINFORCED OR REINFORCING WALLPAPER ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. CMU CONCRETE MASONRY UNIT FIN. FINISH REP REPRESENTATIVE WR WATER RESISTANT CO CARBON MONOXIDE 14. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT ���RED )yc' COL COLUMN FIXT FIXTURE MH MANHOLE REQ'D REQUIRED WT. WEIGHT AND SHALL BE PROPERLY CAPPED OR PLUGGED. (j� MES c MILL MILLWORK GFCI �P ss t� CONC CONCRETE FL FLOOR REV REVISION WWF WELDED WIRE FABRIC +42" OUTLET W1 HEIGHT ABOVE FLOOR 15. ANY/ALL PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY n� PERSONS LICENSED IN THEIR TRADES,WHO SHALL ARRANGE FOR AND OBTAIN ^ CONST. CONSTRUCTION FLUOR FLUORESCENT MIN MINIMUM RM ROOM WWM WOVEN WIRE MESH MISC MISCELLANEOUS INSPECTION AND REQUIRED SIGN-OFFS. CONT CONTINUOUS F.O. FINISHED OPENING R.O. ROUGH OPENING YR YEAR ® EXHAUST FAN-SEE M.ELECTRICAL CP CONTROL PANEL MM MILLIMETER A-003.00 FOB FACE OF BRICK �"' GUARDS:AS PER R312.1 u CPT CARPET M.O. MASONRY OPENING S SOUTH 3068 T-0"x 6'-8"(FOR DOORS) ��� T_s t FOIC FURNISHED BY OWNER, GUARDS(RAILS)SHALL BE PROVIDED FOR THOSE PORTIONS OF `° CT CERAMIC TILE MTL METAL INSTALLED BY CONTRACTOR SC SOLID CORE OPEN-SIDED WALKING SURFACES, INCLUDING STAIRS,RAMPS,AND \�i � 013 CTR CENTER FP FIREPROOFING N NORTH SCHED. SCHEDULE OR SCHEDULED GENERAL USE RECEPTACLE DISTRIBUTION AND COUNTERTOP RECEPTACLES TO LANDINGS,THAT ARE LOCATED MORE THAN 30 INCHES MEASURED 0 N CF CUBIC FEET FR FIRE RATED OR FIRE RATING NAT NATURAL SCWD SOLID CORE WOOD DOOR FOLLOW NOTES:AS PER E3901.2&E901.4 OF 2020 RESIDENTIAL CODE OF VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN CY CUBIC YARDS S.D. SMOKE DETECTOR N.Y.STATE. 36 INCHES HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. FT FOOT OR FEET NDL NO DOLLAR LIMIT THE DRAWING REPRESENT THE MINIMUM REQUIREMENT NECESSARY TO SATISFY INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. NIC NOT IN CONTRACT SECT. SECTION D CLOTHES DRYER FTG FOOTING REQUIRED RECEPTACLE LOCATION.VERIFY WITH OWNER ALL ADDITIONAL HEIGHT:R312.1.2. . SF SQUARE FOOTTEET RECEPTACLE LOCATIONSLOCATIONS CANNOT BE LESS THAN WHAT ARE ON THESE FURR FURRING N0.OR No. NUMBER REQUIRED GUARDS AT OPEN-SIDED WALKING SURFACES,INCLUDING DGG DENSGLASS GOLD FIREGUARD FUT. FUTURE NOM NOMINAL PLANS..SHT. SHEET STAIRS,PORCHES,BALCONIES,OR LANDINGS,SHALL NOT BE LESS DEG. DEGREE SIM SIMILAR THAN 3'-0"(36 INCHES)IN HEIGHT MEASURED VERTICALLY ABOVE THE NTS NOT TO SCALE SMOKE&CARBON MONOXIDE ALARMS:AS PER R-314,R-315: DEMO DEMOLITION GA OR ga. GAUGE SPEC SPECIFICATION ADJACENT WALKING SURFACE OR THE LINE CONNECTING THE D.F. DRINKING FOUNTAIN GALV GALVINIZED SPR SPRINKLER SMOKE ALARMS&CO DETECTOR NOTES AS PER SECTION R314-315 OF THE 2020 NOSINGS, DIAG. DIAGONAL RESIDENTIAL CODE OF NEW YORK STATE: jTHIS PROJEC-' CAL)_S FOR GUARDS @ 3'-6"(42 INCHES)IN HEIGHT GB/GYP.BD GYPSUM BOARD SQ.OR SQUARE ALL SMOKE&CARBON MOXIDE ALARMS TO COMPLY WITH SECTION R314-315 OF THE 2020 MEASURED'�I:rj'DALLY ABOVE THE ADJACENT WALKING S_URFACE.) DIA.>D DIAMETER G.C. GENERAL CONTRACTOR S.S. STAINLESS STEEL N.Y.S.RESIDENTIAL BUILDING CODE,LATEST EDITION PROVIDE SMOKE DETECTOR IN EXCEPTIONS No. Date Submission / Revisions DIFF DIFFERENCE OR DIFFEF!P,TiAL GFI GROUND FAULT INTERRUPTER ST STONE EACH SLEEPING ROOM AND OUTSIDE EACH SLEEPING AREA IN THE VICINITY OF THE 1. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A DIM DIMENSION or BEDROOMS AND IN THE BASEMENT A CARBON MONOXIDE DETECTOR ON ANY STORY HEIGHT OF NOT LESS THAN 34 INCHES MEASURED VERTICALLY FROM 3.17.21 FILE FOR BUILDING PERMIT DIMMER(LIGHTING) GL GLASS STD STANDARD HAVING A SLEEPING AREA,WITHIN 15 FEET OF THE SLEEPING AREA.ALL DETECTORS TO A LINE CONNE'.,TLVG THE NOSINGS. DN DOWN GP GEORGIA PACIFIC STL STEEL BE HARDWIRED TOGETHER WITH BATTERY BACKUP 2. WHERE•1 HE TOP OF THE GUARD SERVES AS A HANDRAIL ON GYP GYPSUM STOR. STORAGE n S T AIRS,THE TOP OF THE GUARD SHALL BE NOT DR DOOR G.W.B. GYPSUM WALL BOARD STRUCT STRUCTURAL GENERAL STAIR NOTES: LESS OTHAN S14 i^di: ,E.S AND NOT MORE THAN 38 INCHES AS DTL DETAIL R311.7.1 -WIDTH:STAIRWAYS SHALL NOT BE LESS THAN 36"IN CLEAR WIDTH AT ALL I._LY FROM A LINE CONNECTING THE NOSINGS, MEASURED VE':�C^. POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT. R311.7.2-HEADROOM: THE HEADROOM IN STAIRWAYS SHALL NOT BE LESS THAN 6-8" R312.1.3 OPENING LIMITATIONS: MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING FROM THE FLOOR SURFACE OF THE LANDING OR PLATFORM ON THAT PORTION OF THE SURFACE TO THE REQUIRED GUARD HEIGHT THAT ALLOW PASSAGE STAIRWAY. OF A SPHERE 4"IN DIAMETER. R311.7.5.-STAIR TREADS AND RISERS: THE RISER HEIGHT SHALL NOT BE MORE THAN 8 EXCEPTIONS: %",THE TREAD DEPTH SHALL NOT BE LESS THAN 9". 1. THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR, R311.7.8.-HANDRAILS: HANDRAIL HEIGHT SHALL NOT BE LESS THAN 34"AND NOT MORE FORMED BY THE RISER,TREAD AND BOTTOM RAIL OF A GUARD, THAN 38".HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH SHALL NOT ALLOA1 PASSAGE OF A SPHERE 6 INCHES IN DIAMETER. CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS. 2. GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A SPHERE 4%INCHES IN DIAMETER. Project Address: WIRE OR SNOW FENCING STAPLED TO POSTS, 500 CASTLE HILL RD. EXTENDING INTO TRENCH W/STANDARD STRENGTH FILTER FABRIC WITH FLOW RATE OF 0.3 GAL./S.F./MIN.ATTACHED STABILIZE ENTIRE PILE WITH TO THE FENCE&EXTENDING INTO TRENCH CUTCH 0 G U E VEGETATION OR COVER 6-0"LONG STEEL CHANNELS OR NEW YORK 11935 4"x4"WOOD POSTS,2'-0"INTO GROUND, 10'-0"0.C. STABILIZE ENTIRE PILE WITH VEGETATION OR COVER 2 2 2 RE-BAR,STEEL PICKETS,OR WIRE OR NYLON BOUND BALES 1 1 2"x2"STEEL STAKES 1-1/2"TO 2"IN GROUND PLACED ON THE CONTOUR GRADE ANGLE FIRST STAKE TOWARD PREVIOUSLY Date: 03.17.21 LAID BALE Project No: 21.001 BACKFILL AND COMPACT Scale: AS NOTED GRADE EXCAVATED SOIL Drawn By: JC Dwg. Title: 4"x4"TRENCH UPSLOPE INSTALLATION NOTES: ALONG THE LINE OF POSTS FLOW AREA CHOSEN FOR STOCKPILING SHALL BE DRY AND STABLE MAX.SLOPE SHALL BE 1/2 INSTALLATION NOTE: LEGEND - DETAILS UPON COMPLETION OF STOCKPILING EACH PILE SHALL BE INSTALLATION NOTES: SURROUNDED BALES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT WALLS WITH SILT FENCING OR STRAW BALES,THEN STABILIZED WITH EXCAVATE 4"x4"TRENCH ALONG LOWER PERIMETER OF SITE EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4" VEGETATION OR COVER INSTALL A SECTION AT A TIME,AND POSITION THE POSTS AGAINST THE BACK EACH BALE SHALL BE SECURELY ANCHORED IN PLACE BY STAKES OR RE-BAR (DOWNSTREAM WALL OF THE TRENCH,NET SIDE AWAY FROM DIRECTION OF FLOW) DRIVEN THROUGH THE BALES,ANGLED TOWARDS PREVIOUSLY SECURED BALE TO ALL BOND DRIVE POST INTO GROUND UNTIL NETTING IS APPROX.2"FROM THE TRENCH BOTTOM REMOVE BALES WHEN THEY SERVED THEIR USEFULNESS SO NOT TO BLOCK THE SITE'S FINAL DRAINAGE Dwg. No.: LAY THE TOE-IN FLAP OF FABRIC INTO THE UNDISTURBED BOTTOM OF THE TRENCH, STEEPER SLOPES REQUIRE AN INTERCEPT TRENCH STRAW BALES OR JOIN SECTIONS AS SHOWN ABOVE. SILT FENCE SOIL STOCKPILING USING SILT FENCE DETAIL SILT FENCE DETAIL STRAW BALE EMBEDDING DETAIL SOIL STOCKPILING DETAIL SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. A 00 0 0% M � � 2 � U Page: 02 OF 30 Architect: B.GENERAL NOTES AND CONDITIONS: 8. BACKFILLING OF WALLS IN INTERIOR AREAS WHERE CONCRETE SLABS WILL BEAR ON GRADE SHALL BE 14.REMOVE TOPSOIL AND OTHER MATERIALS BEFORE POURING SLAB.SLABS ON GRADE SHALL BE POURED F.(FINISH CARPENTRY) 3. CAULK AT EXTERIOR DOOR FRAMES,WINDOW FRAMES,AND ELSEWHERE TO ENSURE A C U RT I S S A.D. (CONTINUED FROM A-001.00) GRITS OR BACKRUN GRAVEL,WELL COMPACTED,BROUGHT TO A SUBGRADE OF 8"BELOW FINISH FLOOR ON 4"OF COMPACTED POROUS FILL OR SUITABLE ON-SITE MATERIAL PLACED OVER UNDISTURBED SOIL. 18. FOR PAINTED PARTITION WALLS,ALL PARTITIONS SHALL BE TAPED,SPACKLED SMOOTH,AND WEATHERPROOF JOB;USING GUN APPLICATION.ALL SURFACES TO RECEIVE CAULKING TO BE DRY LINE OR AS CALLED FOR IN THE DRAWINGS. SANDED READY TO RECEIVE PAINT IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS AND AND THOROUGHLY CLEANED OF ALL LOOSE PARTICLES OF DIRT AND DUST,OIL,GREASE,OR OTHER James Curtiss, R.A. 1. OWNER SHALL SELECT ALL: 15.FOUNDATION WALLS SHALL BE WATERPROOFED FROM BOTTOM OF FOOTING TO WITHIN 12"OF GRADE WITH INDUSTRY STANDARDS. FOREIGN MATTER. P.O.BOX 311 9. BACKFILLING OF EXTERIOR FOUNDATION WALLS SHALL BE CLEAN GRAVEL,WELL COMPACTED,BROUGHT EITHER A CEMENTIOUS PLASTER COATING,BENTONITE CLAY,OR ANOTHER APPROVED METHOD 19. MOISTURE RESISTANT GYP.BD.TO BE USED IN AREAS SUBJECT TO MOISTURE OR IN DIRECT 1.1. INTERIOR FINISHES TO A SUBGRADE OF 8"BELOW SIDEWALK PAVING. PROVIDE REGLET OF TIE INTO BASE COURSE FLASHING CONTACT WITH CONCRETE. 4. ALL INSULATION SHALL BE PROTECTED BY A VAPOR BARRIER LOCATED ON THE WINTER WARM SIDE Williston Park, N.Y. 11596 1.2. FLOORING OF THE INSULATION.INSULATION SHALL BE INSTALLED IN SUCH A MANOR THAT PROVIDES 1.3. INTERIOR WALL TREATMENTS 10. BACKFILLING OVER UTILITIES RUNNING OVER PAVING AREAS SHALL BE OF GRITS.REMAINDER OF SITE 16.CONCRETE FINISHES WILL BE AS FOLLOWS:FLOORS-SMOOTH STEEL TROWEL FINISHES;WOOD FLOAT AT 20. TILED WALL AREAS IN TO HAVE CEMENT BACKERBOARD. CONTINUITY OF INSULATION AT PLATE LINES,SILL LINES,AND CORNERS. _ 1.4. APPLIANCES SHALL BE GRADED TO ASSURE DRAINAGE OF SURFACE WATER FROM BUILDING. CRAWL SPACES.WALLS OF EXPOSED CONCRETE SHALL HAVE NAP TIE HOLES FILLED.PROVDE 1"LEVEL 21. TILE AS SELECTED BY OWNER ON FULL MORTAR BED WITH 2x2 16/16 GUAGE WWM ON CLEAVAGE 718.702.7354 1.5. EQUIPMENT CONCRETE SLAB AT CRAWL SPACES. MEMBRANE 5. INSTALL METAL FLASHING AROUND ALL ROOF PENETRATIONS.ALL COLORS AND FINISHES,ETC., jcurtissarch@gmail.com 1.6. PLUMBING FIXTURES 11. BRING GRADE TO WITHIN FOUR INCHES OF THE REQUIRED FINISH GRADE.SPREAD TOPSOIL TO PROVIDE 22. ALL FLOOR TILE TO HAVE A COEFFICIENT OF FRICTION(SLIP RESISTANCE)OF >0.6% WHEN WET SHALL BE REVIEWED BY OWNER. 1.7. LIGHTING FIXTURES 17.STEP FOOTINGS WHERE ELEVATION CHANGE,1 VERTICAL TO 2 HORIZONTAL. AND A WATER ABSORPTION OF<0.5%. 12. FINISH GRADE AS REQUIRED.DISPOSE OF ALL SURPLUS EXCAVATED MATERIALS;PROVIDE ALL FILL AND 6. PROVIDE FLASHING AROUND ALL CONNECTIONS;VALLEYS,HIPS,CORNERS,AND RIDGES,TYP. Owner- Designer- Interiors: 2. ARCHITECT: TOPSOIL TO PROVIDE FINAL GRADING AS INDICATED IN THE DRAWINGS. E.WOOD FRAMING 16.CONNECTIONS(SEE STRUCTURAL NOTES): Thomas Juul-Hansen, LLC 7. INSTALL ICE DAM PROTECTION 3'-0"FROM EDGE OF ROOF,AS REQUIRED. 15 Malden Lane 19th Floor 2.1. LIMITS HIS RESPONSIBILITY IN REGARDS TO THESE DRAWINGS TO THE EXTENT OF THE WORK 13. GRADES NOT OTHERWISE INDICATED ON THE PLANS SHALL BE UNIFORM LEVELS OR SLOPES BETWEEN REFER TO CHAPTER 23 OF THE BUILDING CODE OF NEW YORK STATE FOR ALL CODE RELATED ISSUES JOISTS HANGERS,FRAMING ANCHORS&RAFTER ANCHORS SHALL BE MINIMUM 18 GAGE PRIM AS SHOWN AND SPECIFIED.IT SHALL BE UNDERSTOOD THAT THE SCOPE OF THESE DRAWINGS POINTS WHERE ELEVATIONS ARE GIVEN.ABRUPT CHANGES IN SLOPES SHALL BE WELL-ROUNDED.PITCH INCLUDING SHEAR WALLS. GALVANIZED STEEL MANUFACTURED BY SIMPSON,TECO OR APPROVED EQUAL. SPECIAL NAILS AS K.ENERGY NOTES New York, NY 10038 INCLUDE ONLY ARCHITECTURAL INFORMATION AND THAT NO FURTHER LIABILITY WILL BE ALL GRADE AWAY FROM BUILDING. 1. TERMITE PROTECTION SHALL BE BY MEANS OF CHEMICAL TREATMENT OR METAL TERMITE SHIELD, SUPPLIED BY MANUFACTURER SHALL BE USED FOR REQUIRED NAILING. Phone 646.246.3593 ASSUMED BY THE ARCHITECT BEYOND THESE SIGNED AND SEALED DRAWINGS. METAL CROSS BRIDGING SHALL BE GALVANIZED STEEL AS MANUFACTURED BY TECO,SIMPSON OR 1. THE ARCHITECT CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE,THE DRAWINGS CONFORM TO 2.2. ARCHITECT SHALL NOT BE "INSPECTING"THE WORK.THE OWNER WILL HOLD HARMLESS, 14. GRADE MIN 6"FOR FIRST 10'-0"AS PER R401.3 OF THE N.Y.S.BUILDING CODE,LATEST EDITION. 2. ALL WALL BEARING BEAMS TO HAVE STANDARD ANGLES,ANCHORS,AND BEARING PLATES U.O.N. APPROVED EQUAL AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS DIRECTIONS. THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. INDEMNIFY,AND DEFEND THE ARCHITECT FROM ANY CLAIM OR SUIT WHATSOEVER, JOISTS SHALL BE ANCHORED TO CONCRETE WALLS NO LESS THAN EVERY 4 FEET USING THE ABOVE 2. DOORS,FRONT,SIDE,INSIDE TO GARAGE,U-.40.DOOR INFILTRATION SHALL NOT EXCEED 1.0 CFM PER Consultants: INCLUDING,BUT NOT LIMITED TO,ALL PAYMENTS,EXPENSES OR COSTS INVOLVED,ARISING 15. CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY IF EXCAVATION ON ANY PART OF THE SITE 3. WOOD SILLS ON CONCRETE TO BE PRESSURE TREATED,2"4"ANCHORED TO FOUNDATION BY 4"DIAM. MENTIONED METAL ANCHORS. LINEAR FOOT OF CRACK WHEN TESTED AT IMPACT PRESSURE OF 25 MPH WIND. FROM THE CONTRACTOR'S PERFORMANCE OR THE FAILURE OF THE CONTRACTOR'S WORK TO REVEALS FILL OR GROUND WATER. ANCHOR BOLTS PLACED 12"FROM EACH END OF PLATE SECTION,WITH INTERMEDIATEBOLTS PLACED, 3. WINDOWS,SLIDING GLASS DOORS,ALL GLASS,U-.32.WINDOW INFILTRATION SHALL NOT EXCEED 1.0 Structural Engineer: CONFORM TO THE DESIGN INTENT AND THE CONTRACT DOCUMENTS. SPACED MAXIMUM OF 30"O.C.AT ALL SILL PLATES(MIN.2 PER SILL PIECE).EACH BOLT SHALL BE A MIN. 17.SOLID LUMBER JOISTS: CFM PER LINEAR FOOT OF CRACK WHEN TESTED AT IMPACT PRESSURE OF 25 MPH.WIND. 2.3. SHALL NOT HAVE CONTROL AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, 16. CONTRACTOR MAY BACK-FILL AGAINST FOUNDATION WALLS ONLY AFTER SEVEN(7)DAY CONCRETE CURE 21"LONG WITH A MIN.OF 15"EMBEDDED INTO THE CONCRETE.EACH PLATE SHALL HAVE A MINIMUM OF NOTCHES IN SOLID LUMBER JOISTS,RAFTERS AND BEAMS SHALL NOT EXCEED ONE-SIXTH OF THE MEMBER 4. EXTERIOR JOINTS AROUND DOORS,WINDOWS,WALLS,CEILINGS,ETC...SHALL BE CAULKED, Reilly Tarantino METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES FOR SAFETY PRECAUTIONS AND TIME USING PROPER CONSTRUCTION METHODS AND EQUIPMENT TO AVOID DAMAGING THE WALLS.BRACE TWO ANCHOR BOLTS.FOR POCKET BEAMS PROVIDEn"AIR SPACE AT END,TOP&SIDES. AND SHALL NOT BE LOCATED IN THE MIDDLE ONE-THIRD OF THE SPAN. GASKETED,WEATHER-STRIPPED,OR OTHERWISE APPROPRIATELY SEALED AS REQUIRED. PROGRAMS IN CONNECTION WITH THE WORK IN ACCORDANCE WITH THE CONTRACT WALLS AS REQUIRED.WHERE BACKFILL IS PLACED AGAINST FOUNDATION WALLS BEFORE FLOOR NOTCH DEPTH AT THE ENDS OF THE MEMBER SHALL NOT EXCEED ONE-FOURTH OF THE DEPTH OF THE 5. PROVIDE DRAFT STOPPING IN THE FLOOR ASSEMBLIES 100 Park Blvd. DOCUMENTS. CONSTRUCTION IS IN PLACE,PROVIDE TEMPORARY BRACING. 4. ALL WOOD POSTS RESTING ON TOP OF CONCRETE WALLS SHALL HAVE METAL SEATS ANCHORED TO MEMBER.HOLES BORED OR CUT INTO SOLID LUMBER JOISTS,RAFTERS OR BEAMS SHALL NOT BE CLOSER 6. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SUBMIT THE SIZE DESIGN AND TYPE OF #209 CONCRETE BASE.ALL POSTS RESTING ON TOP OF STEEL BEAMS SHALL HAVE CLIP ANGLES BOLTED OR THAN 2 INCHES TO THE TOP OR BOTTOM OF THE JOISTS,OR TO ANY OTHER HOLE LOCATED IN THE MECHANICAL SYSTEMS WHICH WILL BE USED IN SUFFICIENT DETAIL IF REQUIRED BY THE BUILDING Massapequa Park, New York, 11762 3. GENERAL CONTRACTOR SHALL: 17. ALL FILL SHALL BE PLACED IN 8"LOOSE LIFTS(MAX.)COMPACTED W/VIBRATORY ROLLERS/PLATES TO WELDED TO THE FLANGES OF THE STEEL BEAM.BEARING PLATES AND MOISTURE BARRIERS SHALL BE MEMBER. DEPARTMENT. PROVIDE A MINIMUM OF 95%OF THE MAX.DRY DENSITY(ASTM D1557).FILL MATERIAL SHALL QUALIFY AS PROVIDED. WHERE THE MEMBERS ARE NOTCHED,THE HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE NOTCH. phone 631'724.7888 3.1. OBTAIN AND ARRANGE FOR ALL REQUIRED PERMITS,INSPECTIONS,CERTIFICATES,TESTS, SELECT,WITH LESS THAN 10%PASSING NO.200 SIEVE. THE DIAMETER OF THE HOLE IN JOISTS SHALL NOT EXCEED ONE-THIRD OF THE DEPTH OF THE MEMBER. 7. ALL DOMESTIC HOT WATER 140 DEGREES MAXIMUM SETTING.HEATER TO HAVE IMPUT OF 75,000 AND SURVEYS. 5. ALL LUMBER EXCEPT LAMINATED BEAMS AND WOOD I-JOISTS SHALL BE K.D.DOUGLAS FIR WITH THE BTU's OR LESS WITH CAPACI TY OF NOT LESS T HAN 20 GAL.NOR MORE THAN 120 GAL.W/RECOVERY MEP Engineer: 3.6. IS REQUIRED TO PROVIDE THE OWNER WITH ALL REQUIRED LICENSES,INSURANCE 17. ALL CONCRETE WALLS SHALL BE ADEQUATELY BRACED DURING CONSTRUCTION TO RESIST WIND LOAD OF FOLLOWING MINIMUM VALUES:Fb=1,200 PSI,Fv=95 PSI AND E=1,600,000 PSI. 18.NOTCHING AND BORING: EFFICIENCY OF 75% CERTIFICATES,AND INSURANCE COVERAGES. 24 PSF.NOTE THAT FLOOR AND ROOF DIAGHRAMS WILL PROVIDE ULTIMATE STABILITY FOR WALLS.UNTIL NOTCHES IN SOLID LUMBER STUDS SHALL NOT EXCEED 25 PERCENT OF THE STUD DEPTH. 3.7. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE STARTING CONSTRUCTION AND THESE ARE IN PLACE,CONCRETE WALLS SHALL NOT BE BUILT WITHOUT BRACING. 6. WHERE FLUSH FRAMED METAL JOIST HANGERS SHALL BE USED.UNLESS OTHERWISE SHOWN.PROVIDE BORED HOLES SHALL NOT EXCEED 40 PERCENT OF THE STUD DEPTH AND THE EDGE OF THE HOLE SHALL 8. INSULATE ALL DUCTS AND PIPING AS REQUIRED BY CODE.ALL DUCTWORK LOCATED IN NOTIFY THE ARCHITECT OF ANY AMBIGUITIES OR DISCREPANCIES BEFORE PROCEEDING WITH METAL CONNECTORS AT ALL CONNECTIONS INCLUDING JOIST HANGERS,HURRICANE TIES,POST CAPS. NOT BE CLOSER THAN 5/8 INCHES TO THE EDGE OF THE STUD. UNCONDITIONED SPACE SHALL BE SEALED AS PER SECTION 403.11(6)AND INSULATED AS PER THE WORK. C.CONCRETE NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CROSS-SECTION. SECTION 403.10 OF THE STATE ENERGY CODE. 3.8. NOTIFY THE ARCHITECT FOR CLARIFICATION AND/OR INSTRUCTIONS IF ANY QUESTIONS ARISE 1. ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH THE ACI-318 REINFORCED CONCRETE BUILDING 7, PLACE HURRICANE CLIPS ON ALL ROOF RAFTERS.REFER TO A-206.00 FOR ALL REQUIRED CONNECTIONS, BEFORE OR DURING CONSTRUCTION AS TO THE INTENT OR DETAILS OF THE DRAWINGS. CODE,LATEST EDITION AND TO THE REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE OR LOCAL FASTENERS,AND STRAPPING REQ.'S. 19.ENGINEERED LUMBER:(REFER TO R502.8 OF THE RESIDENTIAL BUILDING CODE OF NEW YORK) 9• REFER TO DETAIL DRAWINGS FOR THERMAL TRANSMITTANCE OF WALLS,CEILINGS,ROOFS,AND 3.9. VERIFY ALL CONDITIONS COVERING OR AFFECTING THE STRUCTURAL WORK,OBTAIN ALL CODES,WHICHEVER GOVERNS. NOTCHES,HOLES,ETC.IN ENGINEERED LUMBER SHALL BE IN STRICT COMPLIANCE WITH FLOORS. DIMENSIONS TO INSURE!THE PROPER STRENGTH,FIT,AND LOCATION OF THE STRUCTURAL 8. ALL ENGINEERED LUMBER PRODUCTS SHALL BE INSTALLED IN ACCORDANCE W/MANUFACTURER'S MANUFACTURER'S GUIDELINES. WORK. 2. ALL CONCRETE WORK FOR FOUNDATION AND FLOOR SLABS IS TO BE 1:2:4(PORTLAND CEMENT,SAND, RECOMMENDATIONS AND SPECIFICATIONS,FOLLOW RECOMMENDATIONS FOR BEARING,FASTENING,AND 10. EFFICIENCY OF HEATING EQUIPMENT SHALL NOT BE LESS THAN 75%. 3.10. REPORT TO ARCHITECT AND ENGINEER ANY AND ALL CONDITIONS WHICH MAY INTERFERE GRAVEL OR STONE AGGREGATE)MIX. BRACING REQUIREMENTS.PRE-ENGINEERED JOISTS SHALL BE WOOD I-SECTIONS WITH CONTINUOUS 20.PERPENDICULAR FLOOR JOISTS AND BRACED WALL CONNECTIONS: WHERE THE FLOOR FRAMING IS PERPENDICULAR TO THE BRACED WALL LINE,SOLID BLOCKING FOR THE 11. E.E.R.FOR AIR CONDITIONING EQUIPMENT SHALL NOT BE LESS THAN 6.8. WITH OR OTHERWISE AFFECT OR PREVENT THE PROPER EXECUTION AND COMPLETION OF WEBS.JOISTS SHALL BE INSTALLED IN CONFORMANCE WITH ALL MANUFACTURER'S RECOMMENDED Seal: THE NEW WORK. 3. ALL CONCRETE SHALL BE NORMAL WEIGHT STONE CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH PRACTICES,PROCEDURES AND DETAILS,INCLUDING ACCESSORIES. FULL DEPTH OF THE FLOOR JOIST SHALL BE PROVIDED FOR THE LENGTH OF BRACING REQUIRED.THE INTERIOR-BRACED WALL SHALL BE NAILED TO THE BLOCKING IN ACCORDANCE WITH N.Y.S.BUILDING L.TYPICAL LOAD SCHEDULE 3.11. MUST TAKE ALL NECESSARY PRECAUTIONS AND ACTIONS TO SAFEGUARD THE BUILDING AND OF 3,000 PSI AT 28 DAYS. ITS CONTENTS FROM THE ELEMENTS DURING CONSTRUCTION. 9. LAMINATED VENEER LUMBER SECTIONS SHALL HAVE THE FOLLOWING MINIMUM DESIGN VALUES: CODE,LATEST EDITION. 1. THIS PROJECT HAS BEEN DESIGNED FOR THE WEIGHTS OF MATERIALS INDICATED IN THE DESIGN . • 3.12. IS RESPONSIBLE FOR ALL ADEQUATE BRACING OF STRUCTURAL MEMBERS,WALLS AND 4. WATER REDUCING ADMIXTURE SHALL BE INCORPORATED INTO ALL CONCRETE AT A MINIMUM DOSAGE Fb=2,800 PSI,Fv=265 PSI AND E=2,000,000 PSI FOLLOWING MANUFACTURER'S RECOMMENDATIONS CRITERIA. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE ALLOWABLE CONSTRUCTION • • RECOMMENDED BY THE MANUFACTURER. 21.FIRESTOPPING REQUIRED: NON-STRUCTURAL ITEMS DURING CONSTRUCTION. FOR BEARING,FASTENING,AND BRACING REQUIREMENTS. LOADS AND TO PROVIDE PROPER DESIGN CONSTRUCTION OF FALSEWORK,FORMWORK,STAGING, ' 3.13. PROTECT THE WORK AND ALL ADJACENT PROPERTY FROM LOSS OR DAMAGE RESULTING FIRESTOPPING&FIRE BLOCKING MATERIAL SHALL COMPLY WITH THE NEW YORK STATE BUILDING CODE BRACING,SHEETING,SHORING,ETC. - • FROM ITS OPERATIONS,AND IN THE EVENT OF SUCH LOSS OR DAMAGE,SHALL MAKE SUCH 5. ALL CONCRETE,OTHER THAN FOR FOOTINGS,SHALL BE AIR-ENTRAINED TO 4 TO 6%.EXTERIOR CONCRETE 10. PLYWOOD USED FOR ROOF SHEATHING SHALL BE 4"CDX EXPOSURE I EXTERIOR GRADE W/A.P.A. AND BE INSTALLED IN THE LOCATIONS SPECIFIED BELOW: S.��F'•ED qRC IDENTIFICATION INDEX 40/20 OR BETTER. PLYWOOD USED FOR WALL SHEATHING SHALL BE /"CDX CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT THE M.ELECTRICAL '� ME s CUA '1 REPLACEMENTS OR REPAIRS AS REQUIRED,WITHOUT ADDITIONAL COST TO THE OWNER. SHALL BE AIR ENTRAINED TO 5%TO 7%. 1 CEILING AND FLOOR LEVEL AND AT 10 FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL,AND IN �� Tis 3.14. PROVIDE ALL NECESSARY TOOLS AND MATERIALS REQUIRED FOR THE EXECUTION OF WORK EXTERIOR GRADE W/A.P.A IDENTIFICATION OF 32/16 OR BETTER.PLYWOOD FOR STUCCO SHALL BE MIN. CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. 1. ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH LATEST EDITION OF THE NATIONAL ELECTRICAL z , s <n AS DESCRIBED IN THE ACCOMPANYING SECTION OF THESE SPECIFICATIONS,AS HEREIN 5 "r°_ „) 6. CALCIUM CHLORIDE IS NOT PERMITTED FOR USE IN CONCRETE. /"CDX EXTERIOR GRADE. • BATTS AND BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED NON-RIGID MATERIALS CODEND/OR APPLICABLE LOCAL,STATE,AND UTILITY COMPANY RULES,LAWS,AND ORDINANCES. Ar % � 1 ENUMERATED AND SHOWN ON THE ACCOMPANYING DRAWINGS. (NEC)( ) k , %'., ;: i 3.15. SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS s SHALL BE ALLOWED AS FIRE-BLOCKING IN WALLS CONSTRUCTED USING PARALLEL ROWS OF STUDS 2. VERIFY EXACT LOCATION OF ELECTRICAL SERVICE ENTRANCE INCLUDING POINT OF SERVICE,AND !; -: 7. ROD REINFORCEMENT SHALL BE INTERMEDIATE GRADE DEFORMED BARS CONFORMING TO ASTM 11. ALL FLOOR SHEATHING SHALL BE /"(NOM.)CDX,EXPOSURE I,APA FATED,WITH TONGUE AND GROOVE OR STAGGERED STUDS. SYSTEMS CHARACTERISTICS. "I -"� OR RUBBISH CAUSED BY ITS EMPLOYEES,SUBCONTRACTORS,OR THEIR OWN WORK.AT THE A615-GRADE 60.REINFORCEMENT SHALL CONFORM TO ASTM A185 AND A82(FABRIC). EDGES U.N.O.CONNECT FLOOR SHEATHING WITH 10d COMMON NAILS SPACED AT 6"AT SUPPORTED (P 4 . '",." ,_ • AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS 3. THE ELECTRICAL CONTRACTOR SHALL COOPERATE WITH OTHER CONTRACTORS TO INSTALL EQUIPMENT r\ " ^fio,- COMPLETION OF WORK,THE SUBCONTRACTORS SHALL REMOVE FROM THE BUILDING AND EDGES AND 12"AT INTERMEDIATE SUPPORTS. FIELD-GLUE USING ADHESIVES MEETING APA mak- • THE SITE ALL RUBBISH,TOOLS,AND SURPLUS MATERIALS,AND SHALL LEAVE THE PREMISES 8. ALL CONCRETE FLOORS SHALL BE POURED LEVEL,EXCEPT WHERE FLOOR DRAINS OCCUR,IN WHICH CASE SPECIFICATIONS.AFG-01 APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SOFFITS,DROP CEILINGS AND COVE CEILINGS. IN PROPER SEQUENCE SO AS NOT TO INTERFERE WITH THE PROGRESS OF OTHER CONTRACTORS,AND " q - < • • AT VERTICAL CHASES AND FLOOR PENETRATIONS;OPENINGS AROUND VENTS,PIPES,AND DUCTS AT GIVE GENERAL CONTRACTORS ALL NECESSARY INFORMATION FOR MAKING PROPER PROVISIONS FOR BROOM CLEAN UNLESS OTHERWISE SPECIFIED. 3 �� O ��,+0 THEY SHALL BE SLOPED OR WARPED TO DRAIN.TOTAL SLOPE IS NOT TO EXCEED/ BELOW FLOOR LEVEL. 3.16. THE CONTRACTOR WARRANTS TO THE OWNER THAT ALL MATERIALS AND EQUIPMENT 12. ALL EXTERIOR POSTS,GIRDERS,AND JOISTS SHALL BE WOOD PRESSURE TREATED IN ACCORDANCE CEILING AND FLOOR LEVEL,WITH APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME INSTALLATION OF HIS EQUIPMENT. FURNISHED UNDER THIS CONTRACT SHALL BE NEW UNLESS OTHERWISE SPECIFIED,AND THAT 9 REINFORCING IS TO BE UNPAINTED AND UNCOATED,FREE FROM RUST OR SALE,AND SHALL BE CLEANED WITH THE REQUIREMENTS OF THE CURRENT AWPA STANDARDS C2 FOR Wl i ER-BORNE PRESERVATION AND PRODUCTS OF COMBUSTION. ALL WORK AND MATERIALS SHALL BE FREE FROM DEFECTS. AND STRAIGHTENED BEFORE BEING SHAPED AND PLACED IN POSITION.ACCURATELY POSITION TREATMENT.ALL WOOD MUST BE LABELED,CERTIFYING CONFORM TO REQUIREMENTS DIRECT. • FIRE-RATED ASSEMBLIES 4. ALL MATERIALS SHALL BE NEW,CARRY THE UNDERWRITERS LABEL OR BE"LISTED"BY THAT GROUP,AND • . , • ' 3.17. GENERAL CONTRACTOR,ASSUMES COMPLETE RESPONSIBILITY FOR SUBSTITUTIONS, REINFORCEMENT AND SECURE AGAINST DISPLACEMENT.IF THERE IS A DELAY IN POURING CEMENT, BE FULLY EQUAL TO MAKES SPECIFIED. 13. BLIND FLASH ALL JUNCTIONS WHERE VERTICAL MEETS HORIZONTAL(ROOF,CHIMNEYS,WINDOWS, G.STEEL CHANGES,AND OMISSIONS. PREVENT RUSTING OF REINFORCING. 5. ALL WIRING,CONCEALED,FLUSH OUTLETS EXCEPT AS NOTED OTHERWISE. 3.18. PATCH AND REPAIR ALL EXISTING AREAS LEFT EXPOSED AND/OR DAMAGED DO TO THIS DOORS,ETC.).PROVIDE CRICKET WITH MATCHING ROOF MATERIAL AT ALL DEAD-END VALLEYS TO ALLOW 1. ALL STRUCTURAL STEEL SHALL BE NEW AND CONFORM TO ASTM A36 6. UPON COMPLETION OF WORK,TEST INSTALLATION THOROUGHLY AND RENDER IT FREE FROM SHORTS, ADDITION WITH SIMILAR MATERIALS OR AS DIRECTED BY THE OWNER. 10. ALL REINFORCEMENT SHALL BE OF SIZE AND SPACING AS CALLED FOR ON DRAWINGS OR PER LOCAL CODES. CONTINUOUS WATER FLOW. 3.19. PROVIDE MATERIAL AND LABOR FOR ALL PATCHING AND REPAIRING REQUIRED AS A RESULT GROUNDS OR IMPROPER CONNECTIONS. OF THE WORK OF THE CONTRACTOR TRADES. 2.THE DESIGN,FABRICTION AND ERECTION OF ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE 11. SPLICES OF WWF,AT ALL SPLICE EDGES,SHALL BE SUCH THAT THE OVERLAP MEASURED BETWEEN 14. ALL EXTERIOR WOOD OR WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. WITH THE LATEST EDITION OF AISC SPECIFICATIONS. 7. LUMINAIRES IN CLOTHES CLU::; ?S TO CONFORM TO THE LATEST EDITION OF THE BUILDING CODE OF 3.18. SUBMIT TO OWNER ALL FINISHES FOR APPROVAL PRIOR TO PURCHASE. OUTERMOST CROSS WIRES OF EACH FABRIC SHEET IS NOT LESS THAN THE SPACING OF THE CROSS WIRES NEW YORK,OR APPLICABLE; ATE,LOCAL LAWS,GOVERNING JURISDICTIONS. 3.19. SUBMIT ALTERNATES/SUBSTITUTIONS FOR REVIEW AND APPROVAL BY OWNER PRIOR TO PLUS 2",NOR LESS THAN 8". 15. ALL PARTITIONS,EXTERIOR WALLS,AND CEILINGS WILL BE COVERED WITH %"TYPE"X"FIRECODE WALLS 3.SHOP AND FIELD CONNECTIONS SHALL BE WELDED OR MACHINE BOLTED WITH ASTM 233 SERIES 8. ALL OUTLETS TO BE GFCI IN W'ET AREAS,KITCHEN,AND BATHROOMS. PURCHASING MATERIALS.ARCHITECT SHALL REVIEW FOR THE SOLE PURPOSE OF CHECKING AND CEILINGS IN GARAGE AND OVER BOILER OR FURNACE. ELECTRODES AND A307 BOLTS WITH LOCK WASHERS,RESPECTIVELY. 9. PROVIDE AN EXHAUST RATE CF 50 chFOR ALL BATHROOMS AND 100 cfm FOR ALL RANGE HOODS. No. Date Submission / Revisions FOR CONFORMANCE WITH THE DESIGN PRIOR TO CONSTRUCTION 12. ALL REINFORCEMENT SHALL BE SECURELY TIED IN PLACE TO PREVENT DISPLACEMENT DURING 10. RECESSED LIGHTING SHALL HAVE THERMAL PROTECTION AND BE LABELED AS SUCH. 3.17.21 FILE FOR BUILDING PERMIT 3.20. GENERAL CONTRACTOR MUST GUARANTEE THAT MATERIALS AND LABOR COSTS ARE MET CONSTRUCTION.THE WIRE SHALL BE 16 GA.CONFORMING TO ASTM A82. 16. DOUBLE ALL FRAMING UNDER PARALLEL PARTITIONS.PROVIDE FIRESTOPPPIVG AROUND ALL OPENINGS 4.PAINT ALL NEW STEEL ONE SHOP COAT RUST INHIBITIVE PAINT AND FIELD TOUCH-UP EXCEPT 11. RECESSED LIGHTING IN DIRECT CONTACT WITH INSULATION TO BE TYPE IC RATED: ACCORDING TO CONTRACT SPECIFIED AMOUNTS.OWNER WILL NOT BE RESPONSIBLE FOR AS REQUIRED BY CODE FOR AREAS TO BE WELDED. CHANGES TO PRICES IN MATERIAL AND LABOR,GENERAL CONTRACTOR MUST SECURE COSTS 13. ALL SIDEWALKS AND RAMPS TO BE 2,500 PSI CONCRETE,4"THICK BROOM FINISH SCORE W/3/"DEEP 11.1. NON-IC RATED RECESSED LIGHTS TO BE/ FROM COMBUSTIBLES. AND GUARANTEES FROM VENDORS PRIOR TO SUBMITTING FINAL BID TO OWNER. CONTRACTION JOINTS INTO APPROXIMATLEY 4'-0"SQUARES OR AS SHOWN,U.O.N.ON PLANS. 17. PROVIDE AT LEAST DOUBLE JOISTS AND HEADERS AT WATER CLOSET DRAINS,AND BATHTUBS,AND ALL 11.2. NON IC RATED R CERTIFICATE LIGHTS B TO BE I FROM INSULATION. 5.ALL STRUCTURAL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS IN COMPLIANCE WITH 12. UNDERWRITER'S CERTIFIC./'�i!_=.';:•ALL BE OBTAINED AND PRESENTED TO THE OWNER UPON COMPLETION 3.21. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED,BUT REQUIRED FOR PROPER VENT AND MECHANICAL OPENINGS,2-0"OR MORE IN WIDTH,UNLESS OTHERWISE SHOWN IN DRAWINGS. CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE D.FOUNDATIONS,FOOTINGS&SLABS THE AMERICAN SOCIETY'S STANDARD QUALIFICATION PROCEDURE. OF ALL ELECTRICAL WORK. INDICATED IN THE DRAWING. 18. TAIL JOISTS OVER 4'-0"LONG AND HEADER JOISTS SHALL BE HUNG IN APPROVED METAL STIRRUPS OR 6.PROVIDE ALL STRUCTURAL STEEL MEMBERS AS INDICATED ON THE DRAWINGS.ALL WORK SHALL BE N.PLUMBING 3.22. IF THE GENERAL CONTRACTOR FAILS TO FOLLOW THE THE AFOREMENTIONED PROCEDURES, 1. FOUNDATION WALLS SHALL BE 8",10",12",AND 16"(AS INDICATED ON PLANS)POURED CONCRETE TO BEAR HANGERS AND SPIKED SECURELY UNLESS SUPPORTED ON WALL OR GIRDER. ON FOOTINGS WITH 4"CONCRETE FLOOR SLAB ON 6 MIL POLY CONTINUOUS SHEET ON 6"POROUS FILL WI IN ACCORDANCE WITH THE STANDARDS OF THE INDUSTRY AND ALL LOCAL GOVERNING CODES. THE GENERAL CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THE CONSEQUENCES OF REBAR AS NOTED IN DETAILS, UNLESS OTHERWISE NOTED ON PLANS. FABRICATION SHALL BE STRAIGHT,FREE OF TWISTS, BENDS,OR OPEN JOINTS. 1• PROVIDE ALL LABOR,EQUIPMENT AND MATERIALS NECESSARY TO EXECUTE THE PLUMBING WORK AS HIS ACTIONS AND DECISIONS. 19. FASTEN SECURELY ALL PARTS OF CAPENTRY WORK IN THERE PROPER PLACE.BRACE,PLUMB,AND LEVEL INDICATED ON THE DRAWINGS,AND AS REQUIRED BY LOCAL CODES AND ORDINANCES. ALL MEMBERS AND SECURE WITH SUFFICIENT NAILS,SPIKES,AND BO'_TS TO ENSURE RIGIDITY. 7.FURNISH ANCHORAGE REQUIRED TO EXECUTE ALL WORK INDICATED ON THE DRAWINGS. IN THE WORK 9. PROVIDE MEANS"FURNISH AVD INSTALL". 2.FOUNDATIONS HAVE BEEN DESIGNED FOR AN ALLOWABLE SOIL BEARING CAPACITY OF 1.5 TONS PER SF, OF OTHER TRADES,ANCHOR BOLTS AND OTHER ITEMS WHICH REQUIRE EMBEDMENT SHALL BE 2. INCLUDE ALL PIPING;DOMESTIC HOT AND COLD WATER,SANITARY SUPPLY AND HOOKUP OF ALL BEARING CAPACITY OF SOILS SHALL BE VERIFIED PRIOR TO PLACEMENT OF FOOTINGS. 20.NAIL LAPPED JOISTS OVER ANY BEARING,TOGETHER WITH TWO 10d NAILS. FIXTURES SCHEDULED ON THE DRAWINGS;AND INSULATION OF DESIGNATED PIPING RUNS.SHALL FURNISHED TO THOSE TRADES PRIOR TO THE EXECUTION OF THEIR WORK BY SUB-CONTRACTOR 10. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS AND ALSO INCLUDE ALL GAS PIPING AND EQUIPMENT CONNECTIONS WHERE REQUIRED. SPECIFICATIONS. 21.PROVIDE SOLID SURFACES AT LEAST 1%" 3.FOOTINGS SHALL BE A MIN.OF 3'-0"BELOW GRADE,OR BELOW THE FROST LINE IN BOTH DIRECTIONS ALL CORNERS FOR SECURING FOR PROPER INCORPORATION INTO THEIR WORK. AS INDICATED BY APPLCIABLE CODES,EXCEPT THAT THE BOTTOM OF THE FOOTING SHALL BE ADJUSTED TO3. ALL ITEMS,SUCH AS FITTING^ ETC.,NOT MENTIONED BUT UNDERSTOOD TO BE NECESSARY TO 11. ALL MATERIALS STORED WITHIN THE BUILDING SHALL BE NEATLY STACKED.MATERIALS SHALL NOT THE ACTUAL LEVEL OF APPROVED BEARING STRATA FOUND UPON EXCAVATION. SUB-FLOORING.DRYWALL,ETC.FORM SURFACES WITH FRAMED MEMBERS OR WITH 2"WOOD BLOCKING g.ALL STRUCTURAL STEEL SHALL CONFORM TO: COMPLETE THE PLUMBING SHALL BE INCLUDED. BE STORED OUTSIDE THE BUILDING.DO NOT STORE COMBUSTIBLE MATERIALS ON THE PREMISES ALWAYS REFER TO DRAWINGS FOR BOTTOM OF FOOTING LOCATION. SECURED WITH AT LEAST 2 8d NAILS AT EACH END. HOT-ROLLED WIDE FLANGE SHAPES A992 e BARS PIPES 12. INFORMATION ON DRAWINGS SHALL SUPERCEDE THESE SPECIFICATIONS. AND PLATES A501 4. SOIL,WASTE,AND VENT PIPING TO BE OF MATERIAL APPROVED BY LOCAL CODES. FOR A PERIOD LONGER THAN NECESSARY FOR THE EXECUTION OF THE WORK. 22.PROVIDE/"x3"BRIDGING BETWEEN ALL FLOOR JOISTS.MAXIMUM SPACE BETWEEN ROWS OF BRIDGING 4. TABLE R401.4.1 AND SUPPORTS SHALL BE 8'-0".SOLID BLOCKING AT ENDS. PRESUMPTIVE LOAD-BEARING VALUES OF TUBES 500(Fy=46KSI) FOUNDATION MATERIALS(a) MATERIAL,FABRICATION,AND ERECTION SHALL CONFORM TO THE LATEST REQUIREMENTS 5. PROVIDEBY LOCAL CODE. OUTS FOR SOIL AND WASTE LINES AS SHOWN ON DRAWINGS,AND OF TYPE APPROVED 13. DRAWINGS ARE NOT TO BE SCALED.WRITTEN DIMENSIONS SHALL BE USED ONLY. CLASS OF MATERIAL LOAD BEARING PRESSURE 23.ROOF CONSTRUCTION SHALL BE INDICATED ON DRAWINGS. OF THE AISC SPECIFICATION. (pounds per square foot) 24.ALL LUMBER AND CONNECTIONS SHALL BE IN ACCORDANCE WITH NEW YORK STATE BUILDING CODE, H.MASONRY 6. ALL WATER SUPPLY PIPING BELOW GROUND SHALL BE TYPE K COPPER TUBING.ALL WATER SUPPLY Project Address: 14. EXIT ACCESS,EXITS,AND EXIT DISCHARGE SHALL CONFORM TO CHAPTER 10 OF THE BUILDING CRYSTALLINE BEDROCK 12,000 LATEST EDITION,WITH THE NATIONAL DESIGN SPECIFICATIONS FOR STRESS GRADE LUMBER AND IT'S 1.ALL BRICK TO COMPLY TO STANDARD SPECIFICATIONS FOR BUILDING BRICK ASTM C216-79 PIPING ABOVE GROUND SHALL BE TYPE L COPPER TUBING. CODE OF THE STATE OF NEW YORK. FASTENINGS.LUMBER IS TO BE FURNISHED AND INSTALLED,COMPLETE WITH FASTENINGS,ANCHORS, AND SHALL BE STRUCTURAL CLAY BRICK GRADE SW.MORTAR FOR BRICK TO BE TYPE 1.MASONRY SEDIMENTARY AND FOLIATED ROCK 4,000 BLOCKING,SADDLES,HANGERS, ETC.REQUIRED TO COMPLETE THE JOB.ALL STEEL BOLTS CONNECTINGUNITS SHALL BE CLEARLY IDENTIFIED TO SHOW GRADE OF UNITS AND COMPRESSIVE STRENGTH. 7. PROVIDE FOR DRAINAGE WATER SYSTEM,AND CAP ALL STUDS UNTIL FINISH WORK IS INSTALLED. 5OO CASTLE HILL R D. SANDY GRAVEL and/or GRAVEL(GW and GP) 3,000 WOOD MEMBERS SHALL BE SUPPLIED WITH AND TIGHTENED AGAINST STEEL WASHERS OR PLATES.JOIST INSTALL DRAIN VALVE AT WATER METER WITH%4"HOSE THREAD AND VACUUM BREAKER. HANGERS AND CONNECTORS,STEEL BRIDGING AND OTHER SPECIAL CONNECTIONS AND HARDWARE 2.WALL REINFORCEMENT SHALL BE APPROVED NON-CORROSIVE METAL TIES,VERTICAL SPACING OF 8. PROVIDE STOPS ON WATER SUPPLIES TO EACH FIXTURE AND WHEEL SHUT OFF VALVES. C U TC H OG U E SAND,SILTY SAND,CLAYLEY SAND,SILTY GRAVEL MUST BE INSTALLED IN ACCORDANCE WITH THE NEW YORK STATE BU LDING CODE REQUIREMENTS. REINFORCING MUST NOT EXCEED 32"O.C. and CLAYLEY GRAVEL(SW,SP,SM,SC,GM,GC) 2,000 9. INSTALL ALL COLD AND HOT WATER PIPING. 25.BEAMS WITH FLITCH PLATES TO RECIEVE STEEL PLATE LENGTH AND WIDTH OF WOOD BEAMS HOLDING 3.WHERE LOOSE LINTELS ARE REQUIRED IN MASONRY VENEER,USE 4"x3-1/2"x5/16"THICK STEEL 10. FIXTURES AND EQUIPMENT BY OTHERS,ROUGH-IN,AND FINAL CONNECTIONS OF REQUIRED WASTE, CLAY,SANDY CLAY,SILTY CLAY,CLAYLEY SILT, 1,500b FLITCH PLATES IN PLACE,THICKNESS AS NOTED ON DRAWINGS.BOLTFLITCH WITH 3/4"BOLTS AT 2'-0"O.C. ANGLE.(NOTE THAT FIRST DIMENSION IS VERTICAL LEG,UNLESS OTHERWISE NOTED.) VENT,AND 11. INSULATE ALL P P NGATER UIN UNHEATED AREAS SPPLY PIPING BY NG COAT RACNTEOR.ALL SUPPLY NOTES.PIPING TO BE VALVED. NEW YORK, 11935 SILT and SANDY SILT(CL,ML,MH,and CH) STAGGERED,WITH TWO BOLTS AT EACH END. F4.BUILD INTO MASONRY ALL MATERIALS FURNISHED BY OTHER TRADES,SUCH AS ANGLES,ANCHOR 0.MECHANICAL(HVAC) FOR SI:1 POUND PER SQUARE FOOT=0.0479 kPa .CARPENTRY BOLTS,FLASHING,STEEL LINTELS AND FRAMING,VENTS,SLEEVES,DOOR FRAMES,MISC.STEEL a.WHEN SOIL TESTS ARE REQUIRED BY SECTION R401.4,THE ALLOWABLE BEARING 1. GENERAL FRAMING SHALL BE ERECTED PLUMB,LEVEL,TRUE,AND SECURELY NAILED. WORK W/ANCHORS,ETC. 1. COORDINATE HVAC DISTRIBUTION SYSTEM,INCLUDING ALL CHASES,DUCTS,BRANCHES,ETC.WITH CAPACITIES OF THE SOIL SHALL BE PART OF THE RECOMMENDATIONS. 2. STRUCTURAL LUMBER SIZES ARE BASED ON DOUGLAS FIR#2 OR BETTER WITH A MIN.BENDING 1.OPENINGS CARPENTRY WORK. Date: 03.17.21 b.WHERE IN-PLACE SOILS WITH AN ALLOWABLE BEARING CAPACITY OF LESS THAN 1,500 MEMBER FIBER STRESS OF 875 PSI AND AN"E"OF 1,600,000 PSI. psf ARE LIKELY TO BE PRESENT AT THE SITE,THE ALLOWABLE BEARING CAPACITY SHALL 3. SET ALL JOISTS AND GIRDERS W/NATURAL CAMBER UP 1.ALL DOORS,OPENINGS,AND WINDOWS TO BE SET WITH TOP AT 6-8"A.F.F,UNLESS OTHERWISE NOTED, Project No: 21.001 BE DETERMINED BY A SOILS INVESTIGATION. 2. PROVIDE AN EXHAUST RATE OF 50 ch FOR ALL BATHROOMS&100 ch FOR ALL RANGE HOODS. B.SITE WORK 4. PROVIDE SOLID BLOCKING UNDER ALL NON-LOAD BEARING PARTITIONS RUNNING PERPENDICULAR Scale: AS NOTED TO JOISTS OR AS PER PLANS.PROVIDE SOLID 2x BLOCKING BETWEEN ALL ROOF RAFTERS OVER 2.ALL GLAZING AT GLASS DOORS,ENTRANCE,SIDELIGHTS,TUB AND SHOWER ENCLOSURES SHALL BE 3. ALL PIPING AND ASSOCIATED EQUIPMENT SHALL BE HYDROSTATICALLY TESTED AT CODE STANDARD EXCAVATION BACKFILLING,GRADING 5. BEARING CAPACITY OF SOILS SHALL BE VERIFIED PRIOR RI PLACEMENT OF FOOTINGS BEARING POINTS.(VENT AS REQ'D). FULLY TEMPERED SAFETY GLAZING.GLASS SHALL BE IDENTIFIED. AND NO LESS THAN ONE AND ONE HALF 1' Drawn By: JC ELEVATION OF WATER TABLE SHALL ALSO BE VERIFIED PRIOR TO PLACEMENT OF FOOTINGS& ( /)TIMES THE MAXIMUM OPERATING PRESSURE. 1. REMOVE ALL VEGETATION,REFUSE,OR EXISTING STRUCTURES IN CONFINES OF BUILDING 5. DETAILS OF FRAMING INCLUDING FIRE-STOPPING,BLOCKING,BRIDG'NG,NOTCHING,ETC.TO Dwg. Title: FOUNDATIONS.WATER TABLE SHOULD BE AT LEAST 3'-0"BELOW LOWEST POINT OF CRAWL SPACE. 3.HEADERS FOR DOORS&WINDOW OPENINGS(UNLESS OTHERWISE NOTED) � CONSTRUCTION AND PAVING CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. CONFORM TO THE BUILDING CODE OF NEW YORK STATE LATEST EDITION. 4. ALL DUCT WORK(AIR DISTRIBUTION SYSTEM)TO BE TESTED AND BALANCED IN ACCORDANCE WITH 6. STUDS IN LOAD BEARING PARTITIONS SHALL ALIGN WITH RAFTERS,TRUSSES,AND JOISTS.IF SIZE OF OPENING: HEADER: SMACHA AND ASHRAE STANDARDS.THIS IS TO INCLUDE INDIVIDUAL EQUIPMENT FUNCTIONAL 6. ALL CONCRETE SHALL BE NORMAL WEIGHT STONE CONCRETE WITH A MINIMUM COMPRESSIVE REQUIRED INSTALL ADDITIONAL STUDS TO PROVIDE THE ADDITIONAL SUPPORT. UNDER 5'-0" 212"x8" PERFORMANCE AND INTEGRATED SYSTEM REQUIREMENTS. GENERAL NOTES 2. PREPARATION SHALL INCLUDE IDENTIFYING REQUIRED LINES,LEVELS,CONTOURS,AND DATUM. STRENGTH OF 3,000 PSI AT 28 DAYS 7. ALL WALLS SHALL BE ADEQUATELY BRACED UNTIL THE ENTIRE STRUCTURAL FRAME HAS BEEN 5'-0"TO 5'-11" 2/2"x10" 3. IDENTIFY UNKNOWN UNDERGROUND,ABOVE GROUND,AND AERIAL UTILITES.STAKE AND FLAGINSTALLED AND IS SECURELY SOUND. 6'-0"TO 6'-11" 2/2"xl2" 5. SPLITTER DAMPERS AND/OR BALANCING DAMPERS TO BE UTILIZED AT BRANCH TAKE-OFFS. 7. NO FOOTINGS SHALL BE POURED ON FROZEN SOIL OR IN WATER. 8. ALL FIRESTOPPING/DRAFTSTOPPING SHALL CONFORM TO N.Y.S.BUILDING CODE LATEST EDITION T-0"AND OVER SEE DRAWINGS COMPLETE WITH QUADRANTS!NDICATING DAMPER POSITION.AT ALL CHANGES OF DIRECTION IN LOCATIONS.NOTIFY UTILITY COMPANY TO REMOVE AND RELOCATE EXISTING UTILITIES AS REQUIRED.PROTECT ABOVE AND UNDERGROUND UTILITIES WHICH ARE TO REMAIN. 8. ° ALL FILL SHALL BE COMPACTED IN 6"LAYERS TO NOT LESS THAN 95/°OF THE MAXIMUM DENSITY WHEN REQUIREMENTS, LINTEL SCHEDULE: MAIN AND BRANCH DUCTS,VANED ELBOWS OR R/D RATIONS OF 1.5. AND D CONDITIONS 9. ALL WALLS SHALL BE ADEQUATELY BRACED UNTIL THE ENTIRE STRUCTURAL FRAME HAS BEEN TESTED IN ACCORDANCE WITH ASTM D1557. INSTALLED AND IS SECURELY SOUND. SPAN: LINTEL: Fy=3" UNLESS OTHERWISE NOTED,PROVIDE 6. RETURN PIPING OF BASEBOARD RADIATION TO BE RUN BENEATH ACTIVE SUPPLY LINE AND BELOW 9. 4. EXCAVATE AS REQUIRED TO PROVIDE SUFFICIENT WORKING ROOM FOR THE LAYING OF 0'-0"-4'-0" 3%"x 3%"x 46" FOUNDATION WALLS.EXCAVATION FOR ALL FOOTINGS TO BE ON UNDISTURBED EARTH WITH A CHANGES OF LEVEL OF FOOTINGS MUST BE KEPT WITHIN THE SAFE ANGLE OF REPOSE OF THE SOIL 5'-0" 3/ x 3/„x/10. ALL FIRESTOPPING/DRAFTSTOPPING SHALL CONFORM TO N.Y.S.BUILDING CODE LATEST EDITION REQUIREMENTS. s6" 3-2x10 HEADERS OVER ALL BEARING CONTROL VALVE.ALL TO BE HOUSED WITHIN BASEBOARD RADIATION COVER,AS REQUIRED. MINIMUM DEPTH AS SHOWN ON THE DRAWINGS,UNLESS OTHERWISE GOVERENED BY LOCAL (ONE VERTICAL TO TWO HORIZONTAL). 6'-0" 4"x3%"x%6" WALL OPENINGS 6'-0"OR LESS. Dwg. No.: CODES OR EXISTING SOIL CONDITIONS. 11. THE CONTRACTOR SHALL PROVIDE EVERY ITEM OF FRAMING AS REQUIRED,WHETHER SPECIFICALLY 6 7. ALL AIR FLOW DEVICES TO HAVE INDIVIDUAL CONTROL TO FACILITATE BALANCING AND INDIVIDUAL SHOWN OR NOT,TO MAKE A COMPLETE JOB IN ACCORDANCE WITH GOVERNING CODES AND GOOD T-0" 4"x3/x/6" OWNER/TENANT PREFERENCE. 10.ALL FOOTINGS TO BE CENTERED UNDER WALLS,PIERS,OR COLUMNS U.O.N. PRACTICE. 8'-0" 5"x3%"x%s' 5. GRADE TOP PERIMETER OF EXCAVATION TO PREVENT SURFACE WATER FROM DRAINING INTO 12. ANY LUMBER CLOSER THAN 8"TO FINISHED GRADE OR IN CONTACT WITH MASONRY OR CONCRETE 9'-0" 5"x3%"x%" 8. PROVIDE NECESSARY EXHAUST SYSTEM, INCLUDING PIPING,FLUES,VENTS,ETC.,AS REQUIRED BY THE EXCAVATION.PROTECT EXCAVATIONS BY METHODS REQUIRED TO PREVENT CAVE-INS OR 11.PROVIDE CORNER BARS IN FOOTING THE SAME SIZE AND NUMBER AS THE CONTINUOUS REINFORCEMENT SHALL BE PRESSURE TREATED LUMBER. 10'-0" 6"x3%"x3/8" STATE AND LOCAL CODES.FIREPROOF,AS REQUIRED. LOOSE SOIL FROM FALLING INTO THE EXCAVATION.REMOVE LUMPED AND LOOSE SOIL, LAPPED 2'-O"WITH MAIN REINFORCEMENT. ANDIL AMM, BOULDERS,AND ORGANIC MATERIAL FROM THE EXCAVATION.STOCKPILE EXCAVATED 13. ALL LUMBER SHALL BEAR A VISIBLE GRADE STAMPING. A f) 14. ALL JOISTS BEARING ON CONCRETE SHALL BE FIRECUT W/A MINIMUM BEARING LENGTH OF 411. J.INSULATION/MOISTURE CONTROL 9. SUPPLY&RETURN DUCTS IN ATTICS AND UNHEATED AREAS SHALL BE INSULATED TO A MINIMUM OFMME MATERIAL AND REMOVE EXCESS MATERIAL NOT BEING USED FROM THE SITE. 12.SLABS ONH GRADE SHALL BE 4"CONCRETE,W/SMOOTH,HARD,STEEL TROWEL FINISH.ON 6 MIL 15. EXCEPT AS UPGADED ON PLANS AND DETAILS,ALL LUMBER SHALL BE NAILED IN ACCORDANCE W/ 1. SEE PLANS FOR INSULATION REQUIREMENTS. R-8.ALL OTHER DUCTS SHALL BE INSULATED TO A MINIMUM OF R-6 AS PER THE LATEST EDITION OF RM POLYETHYLENE VAPOR BARRIER 6"MIN.POROUS FILL U.O.N. THE SPECIFIED FASTENER SCHEDULE IN THE BUILDING CODE OF NEW YORK STATE. 2. INSTALL"TYVEK"BUILDING WRAP OVER BUILDING SHEATHING IN ACCORDANCE W/MFG.'S THE RESIDENTIAL CODE OF NEW YORK STATE. AOUJI1111100 6. ALL SAFETY PRECAUTIONS SHALL BE USED AS PER O.S.H.A REGULATIONS. OVERLAP JOINTS AND BOND TOGETHER HER IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 16. PLACE PLYWOOD PANEL FACE GRAIN IN DIRECTION OF SPAN(TRANSVERSE TO JOIST SPAN). SPECIFICATIONS.SEAL ALL SEAMS,JOINTS,CORNERS,FLASHINGS,HEADERS AND ALL EXTERIOR 7. CONTRACTOR SHALL PROVIDE ALL THE NECESSARY SUPPORT,BRACING,SHORING,ET13.SLABS SHALL BE PLACED ON NONCOMPRESSIBLE BEARING MATERIAL.THE CONTRACTOR SHALL HAVE THE 17. LEAVE%fi'SPACE AT ALL PLYWOOD PANEL END JOINTS AND%"SPACE AT ALL PANEL END JOINTS. VENTING HOLES W/3M CONTRACTOR SHEATHING TAPE#8086.CONTRACTOR TO CAULK ALL 10. ALL SUPPLY EXHAUST INTAKE AND OUTLETS TO BE EQUIPPED WITH TIGHT SHUT DAMPER AT(TEMPORARY^"%R PERMANENT)AS REQUIRED FOR THE SAFE INSTALLATION OF NEW RESPONSIBILITY TO REMOVE ALL SOFT BEARING MATERIAL AND REPLACE IT WITH COMPACTED FILL OF OPENINGS IN EXTERIOR WALLS.CAULKING SHALL BE FIRST QUALITY SILICONE SEALANT, BUILDING ENVELOPE TO MINIMIZE AIR LEAKAGE. CONSTRUCTION. SAND AND GRAVEL UNDER SLABS ON GRADE. Page: 03 OF 30 Architect: DOOR SCHEDULE VERIFY WITH OWNER ALL TYPES AND SIZES WINDOW SCHEDULE SCHUCOWINDOWS -AWS 70.HISERIES CURTISS A.D. BASEMENT TAG UNIT DIMENSIONS TYPE REMARKS James Curtiss, R.A. LOCATIONP.O.Box 311 TAG SIZE FROM TO MAT. FRAME SILL HWARE REMARKS 4'-0"x T-0" PICTURE Williston Park, N.Y. 11596 O1 3'-0"x T-0" HALL GYM © 3'-3"x T-0" " 718.702.7354 PLUMBING RISER 14"VTR 14"VTR 1. ALL POTABLE WATER LINES TO BE 3q"TYPE'L'COPPER. 1 1 MASTER BATH O2 3'-0"x 7'0" HALL PLAYROOM 3'-9"x 10'-0" jcurtissarch@gmail.com 2. ALL WASTE&VENT PIPING(ABOVE GRADE)TO BE © SCHED.40 P.V.C.MIN.BELOW GRADE TO BE E,H.C.I. 1 Owner- Designer- Interiors: ALL PIPING BELOW GRADE TO BE CAST IRON 1 _ — —r 2„ O 3'0"x 7'0" HALL MECH.RM MTL. MTL. FIREPROOF SELF-CLOSING OD 7'6"x 10'0" Thomas Juul-Hansen, LLC 3. VERIFY WI OWNER WATER SUPPLY FOR NEW REFRIGERATOR I 1 I 3'-0"x T-0" HALL LAUNDRY E.1 PICTURE-FIXED 15 Maiden Lane, 19th Floor 1 4. VERIFY W/OWNER INSTALLATION OF POT FILLER AT STOVE 1 1 I I O 14'-3"x 10'-0"OVERALL O New York, NY 10038 I I 21 1/ 1/2 I 1/21 2 1 3'-0"x 7'-0" GUEST BATH#4 O SEE ELEVATION FOR COMBINATION E.2 CASEMENT-OPERATIONAL-EGRESS COMPLIANT' Phone 646.246.3593 I I 5 `NOTE: 1 1 1 I INDIVIDIAL UNIT SIZES PLUMBING CONTRACTOR TO BECOME FAMILIAR WITH ALL 1 I 1 PLUMBING REGULATIONS IN THE TOWN OF SOUTHOLD ( 1 SECOND FLOOR T-0"x 7'-0" HALL GUEST E.3 PICTURE FIXED O PRIOR TO ANY PLUMBING WORK. I — — Consultants: 1 I 7 ????????x T-0" GUEST CLOSET 0 T-2"x 10'-0" PICTURE FIXED - Structural Engineer: I 1 3" 1%' 2" 1%' 3" © 5'-3"x 10'-0" Reilly Tarantino C.O. I Tl100 Park Blvd, 1 1 FIRST FLOOR 0" 3'-10"x 10'-0" #209 SINK KITCHEN PWDR.RM. i BATH#2 BATH#3 TAG SIZE LOCATION TO MAT. FRAME SILL HWARE 15'-6"x 10'-0" " " Massapequa Park, New York, 11762 I phone 631.724.7888 TOILET _ 2" — I 8 Z-0"x 8'-0" HALL CLOSET D 6'-0"x 10'-0" _ � MEP Engineer: I L - -� -- � — I I_ - - T _ 2,� SHOWER "I I 1� °1 2° I 1 I 1 r r — — (�9 x 8'0" HALL CLOSET VERIFY WITH OWNER OK 15'-6"x 8'-0" v� 1/ I /z I 1 1 I „ „ 1 „ 1 „ „ „ TYPE AND OPERATION 1 1 1 11/ 12.. 11/ 11/ 11/ 12 11/ BATHTUB I 1 1 I I I I 10 T-0"x 8'-0" POWDER CLOSET O 2'0"x 2'0" SKYLIGHT IMPACT RESISTANT VERIFY WITH OWNER OPERABLE OR FIXED 1 ' 1 _ EXTERIOR DOOR SCHEDULE _ C.O. CLEAN OUT — — 1 — ( —I — FIRST FLOOR 11 3'0"x 8'0" BR HALL BATH#2 SCHUCO SLIDING DOORS ASE60 1%z" 1 Z" 3" 1%" 3" 2" 1%" 1Y2 3" 2" VERIFY WITH OWNER C.O. 1 I I 12 x 8'4, BR HALL CLOSET TYPE AND OPERATION TAG UNIT DIMENSIONS TYPE REMARKS- VIEWED FROM EXTERIOR 1 C.O. 3 WASHING MACHINE I 1 1 3,. 13 3'-0"x 8'-0" HALL BR HALL D.1 ACTIVE-PASSIVE Seal: l� L I 9'-6"x T-0" GLIDING _#_4_ 3'-6"x 8'-0" HALL HALL D.2 PASSIVE-ACTIVE BATH#4 LAUNDRY 1 I i 15 S-0"x 8'-0" HALL BR HALL D.3 10'-0"x T-0" ACTIVE-PASSIVE _ 2— r — r I I 16 2'-6"x 8'-0" BR HALL W.I.C. D.4 PASSIVE-ACTIVE ED R� 1%"I 1 I O 10'-6"x 10'-0" I 2" 1%" 1%" 1/z" I I 17 3'-0"x 8'-0" BR HALL BATH#3 D 5 ACTIVE-PASSIVE I e I D 5.1 TO HAVE AUDIBLE ALARM-SEE POOL NOTES BELOW BASEMENT 18 2'-6"x 8'-0" BATH#3 W.C. �1 1 I D.6 PASSIVE-ACTIVE 10'-0"x 10'-0" ACTIVE" �� ��. X12 1 SECOND FLOOR D.7 PASSIVE �Q C.O. 3„ I i _ TAG SIZE F OMATION To MAT. FRAME SILL HWARE -'_3"F.A.I. 19 TO APPROVED 2'-6"x 8'-0" BATH W.C. EXTERIOR DOOR SCHEDULE SCHUCO HINGED DOORS C.O. 4" SANITARY SYSTEM 20 6'-0"x8'-0" BATH CLOSET TAG UNIT DIMENSIONS TYPE REMARKS HOUSE TRAP _ ____.— 21 INSWING DOORS-2 PANELS OPERABLE 6'-0"x 8'-0" BATH CLOSET D.8 T-6"x 10'-0" HINGED PLUMBING RISER TO HAVE AUDIBLE ALARM-SEE POOL NOTES BELOW No. Date Submission / Revisions SCALE:N.T.S. 22 2'6"x 8'0" BATH W.C. D 8 1 INSWING DOORS D.9 7'-6"x 10'-0" 3.17.21 FILE FOR BUILDING PERMIT 2 PANELS OPERABLE 23 2'-6"x 8'-0" BATH SHOWER GLASS D.10 3-3"x 8'-0" PANEL INSWING 24 2'-6"x 8'-0" BATH SHOWER GLASS D.11 3'-1"x 8'-0" PANEL INSWING 25 3'-0"x 8'-0" STAIRS BEDROOM D.12 3'-3"x 8'-0" PANEL INSWING TO HAVE AUDIBLE ALARM-SEE POOL NOTES BELOW 7%" 6X8 VERIFY WITH ALL MANUFACTURER'S PRIOR TO ORDERING ANY WINDOW SYSTEM. %"-TYP. 1 s 8" 8%° %" 3 „ a „ s/e„ 2 VERIFY WITH OWNER FINAL DOOR WIDTH AND GLIDING DIRECTION 8" Y„ Y„5Y„ �„ 8 e„ /a /a , /e 5 z 4 5/ 8 5i2 2” GENERAL NOTES: SISTANT GLASS ALL WINDOWS TO BE WINDB RNE DEBRIS,IMPACT-RE UNDERSIDE OF ?= ALL WINDOWS-EXTERIOR COLOR AS PER OWNER UNDERSIDE OF a ALL WINDOWS NECESSARY FOR EGRESS ARE SPECIFIED IN WINDOW SCHEDULE UNDER"REMARKS". CEILING CEILING UNDERSIDE OF UNDERSIDE OF UNDERSIDE OF CEILING ALL GLAZING TO LOW E4, CEILING 2-2"x6"WOOD 2-2"x6"WOOD ', CEILING ALL GLAZING WITHIN 18"TO ANY WALKING SURFACE TO BE IMPACT-RESISTANT SAFETY GLASS. 2-2"x6"WOOD TOP PLATE TOP PLATE VERIFY WITH OWNER OPERABLE WINDOWS&DOORS TO HAVE INSECT SCREENS TOP PLATE 2-2"x4"WOOD 2 2"x6"WOOD 1 1 LAYER,8' G.W.B. HARDWARE TO BE SELECTED BY OWNER TOP PLATE TOP PLATE 2 LAYERS 2 LAYERS,8"G.W.B. 1 LAYER 1 EGRESS WINDOWS Project Address: 1 LAYER %"G.W.B. 8"WATER-RESISTANT EACH SIDE 4"PLYWOOD, G.W.B. 1LAYER 8"G.W.B. STAIR SIDE ONLY /a G.W.B. R310.1 WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THEY SHALL HAVE A SILL HEIGHT OF NOT MORE EACH SIDE 2"x6"@ 16"O.C. 2"x6"@ 16"O.C. THAN 44"ABOVE THE FLOOR. 5OO CASTLE HILL RD. 2'x6"@ 16' O.C. WOOD STUDS 2"x6"@ 16"O.C. WOOD STUDS WOOD STUDS _ 2x4 @ 16 O.C. R310.1.1 MINIMUM OPENING AREA.ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR WOOD STUDS HORIZONTAL HORIZONTAL HORIZONTAL WOOD STUDS OPENING OF 5.7 SQ.FT.EXCEPTION:GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQ.FT. Cj U TC H 0 G U E HORIZONTAL BRACING 1 BLOCKING BRACING/BLOCKING BRACING/BLOCKING HORIZONTAL p R310.1.2 MINIMUM OPENING HEIGHT SHALL BE 24" BRACING I BLOCKING BRACING 1 BLOCKING R310.1.3 MINIMUM OPENING WIDTH SHALL HAVE A NET CLEAR OPENING OF 20". NEW YORK 11935 R-21 BATT INSULATION R-21 BATT INSULATION R310.1.4 OPERATIONAL CONTRAINTS EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. POOL & HOT TUB NOTES: 1 LAYER 1 LAYER,8"G.W.B. STONE WALL TILE ON FOUNDATION WALL 8"G.W.B. 2 LAYERS 2 LAYERS,8"G.W.B. _ Y"THINSET MORTAR 1 LAYER SWIMMING POOLS,SPAS,AND HOT TUBS TO FOLLOW THE GUIDELINES OF SECTION R326 OF THE 2020 RESIDENTIAL CODE OF EACH SIDE 8"G.V .B. e , NEW YORK STATE.SWIMMING POOLS SHALL BE COMPLETELY ENCLOSED BY A PERMANENT BARRIER COMPLYING WITH Date: 03.17.21 EACH SIDE 6-MIL POLY WATERPROOFING /'G.W.B. o SECTIONS R326.4.2.1 THROUGH R326.4.2.6. BELOW IS A SUMMARIZATION OF CERTAIN REQUIREMENTS. - 3/"PLYWOOD, �� MEMBRANE 2 RIGID INSULATION COMPLY WITH THE REQUIREMENTS OF SECTIONS R326.4.2.1 THROUGH R326 4 2 6 AND WITH Project No: 21.001 2"x6"@ 16"O.C. 2"x6"@ 16"O.C. STAIR SIDE ONLY 1 LAYER,Y"DUROCK R326 4 2 7 GATES GATES SHALL WOOD STUDS WOOD STUDS WATER-RESISTANT R-15 BATT INSULATION THE FOLLOWING REQUIREMENTS. Scale: AS NOTED 2"x6"@ 16"O.C. • R326.4.2.7.1 -SELF-CLOSING AND OPENING CONFIGURATION.ALL GATES SHALL BE SELF-CLOSING,IN ADDITION,IF THE CEMENT BOARD 4� GATE IS A PEDESTRIAN ACCESS GATE,THE GATE SHALL OPEN OUTWARD,AWAY FROM THE POOL. Drawn By: JC R-21 BATT INSULATION WOOD STUDS �_: 2"x4"@ 16"O.C. R 21 BATT INSULATION 2"x6"@ 16"O.C. WOOD STUDS R326.4.2.7.2.-LATCHING.ALL GATES SHALL BE SELF-LATCHING,WITH THE LATCH HANDLE LOCATED WITHIN THE Dwg. Title: ✓�; 3b WOOD STUDS ENCLOSURE 2"x6"WOOD a 2"x4"WOOD o R326.4.2.7.3-LOCKING.ALL GATES SHALL BE SECURELY LOCKED WITH A KEY,COMBINATION OR OTHER CHILD-PROOF 2"x6"WOOD 2"x6"WOOD 1 LAYER,/"WATER-RESISTANT WINDOW SCHEDULE SOLE PLATE SOLE PLATE SOLE PLA G.W.B. SOLE PLATE LOCK SUFFICIENT TO PREVENT ACCESS TO THE SWIMMING POOL THROUGH SUCH GATE WHEN THE SWIMMING POOL IS NOT IN USE OR SUPERVISED. FINISH FINISH ' 2"x6"WOOD FINISH ;; �` SOLE PLATE FINISH R326.4.2.8. DOORS WITH DIRECT ACCESS TO THE POOL THROUGH A BARRIER WALL SHALL BE EQUIPPED WITH AN ALARM THAT PLUMBING RISE R FLOOR FLOOR FL00 ��: FLOOR PRODUCES AN AUDIBLE WARNING WHEN THE DOOR AND/OR ITS SCREEN ARE OPENED. FINISH SWIMMING POOL SHALL BE EQUIPPED WITH AN APPROVED POOL ALARM DEVICE,THE ALARM SHALL BE CAPABLE OF .; FLOOR DETECTING A CHILD ENTERING THE WATER AND GIVING AN AUDIBLE ALARM WHEN IT DETECTS A CHILD ENTERING THE WATER. WALL TYPES THE ALARM SHALL BE CLASSIFIED BY UNDERWRITERS LAB(OR OTHER APPROVED INDEPENDENT TESTING LAB)TO REFERENCE STANDARD ASTM F2208 AND SHALL PRODUCE AUDIBLE POOLSIDE AND AT ANOTHER LOCATION ON THE PREMISES 1 AS DRAWN 2AS DRAWN 3 AS DRAWN (� AS DRAWN 5 AS DRAWN WHERE THE SWIMMING POOL IS LOCATED.ALL DEVICES SHALL BE INSTALLED,USED AND MAINTAINED IN ACCORDANCE WITH Dwg. No.:> < > > < > THE MANUFACTURER'S SPECIFICATIONS. - SUCTION OUTLETS SHALL BE DESIGNED TO PRODUCE CIRCULATION THROUGHOUT THE POOL AND SPA,AND SHALL BE BATHROOM(WET)SIDE: BATHROOM SIDE: HALL SIDE: MECHANICAL ROOM SIDE: PROTECTED AGAINST USER ENTRAPMENT. 1 a PROVIDE ONE(1)LAYER Za CLOSET SIDE: 3a PROVIDE ONE(1)LAYER 4a PROVIDE R-21 BATT INSULATION IN WALL AND 5X PROVIDE ONE(1)LAYER PROVIDE SUCTION FITTINGS AS PER R326.6.2. AM Y8" PROVIDE ONLY ONE(1)LAYER OF 8"G.W.B. e a , e „ PROVIDE ATMOSPHERIC VACUUM RELIEF SYSTEM AS PER R326.6.3 WATER-RESISTANT G.W.B. / WATER-RESISTANT G.W.B. TWO(2)LAYERS/ G.W.B. / TYPE'X'FIRE RESISTANT G.W.B. PROVIDE DUEL DRAIN SEPARATION AS PER R326.6.4 POOL CLEANER FITTINGS TO COMPLY WITH R326.6.5 MECHANICAL ROOM SIDE: ALL WOOD IN CONTACT WITH CONCRETE THE PROPOSED SWIMMING POOL SHALL BE SURROUNDED BY A TEMPORARY BARRIER DURING INSTALLATION OR 1 X PROVIDE ONE(1)LAYER 3b AS DRAWN 4b NON-BATHROOM SIDE: TO BE PRESSURE TREATED U PROVIDE ONE(1)LAYER%"G.W.B. CONSTRUCTION AND SHALL REMAIN IN PLACE UNTIL A PERMANENT BARRIER INCOMPLIANCE WITH R326.5.2.OF THE NYS Am 0 8"TYPE'X'FIRE-RESISTANT G.W.B. SUPPLEMENT. WALL TYPES NOTE:PROVIDE BLOCKING+PLYWOOD NOTE:PROVIDE BLOCKING+PLYWOOD - THE PROPOSED SWIMMING POOL SHALL BE SURROUNDED BY A PERMANENT ONCE CONSTRUCTION IS COMPLETE IN ALL WODD IN CONTACT WITH CONCRETE BRACING AS REQUIRED FOR SINK, BRACING AS REQUIRED FOR SINK, COMPLIANCE WITH R326.5.3 OF THE NYS SUPPLEMENT. TO BE PRESSURE TREATED SCALE: 1"=V-0" MEDICINE CABINET AND VANITY MEDICINE CABINET AND VANITY Page: 04 OF 30 ��U U���~U���� A.D.K ��� U U���� �� U � James Curtiss, R�� P.O.Box 311 Williston Park, N.Y. 11596 718.702.7354 'CUrtiSS8[Ch@�/08i[CO0 Generated by REScheck-Web Software Owner- Designer- Interiors: Compliance Certificate Thomas uuu/'nunomn. LLC 15 Maiden Lane, 19thFloor Floor 1: Slab-On-Grade(Heated) 58 5.0 0.740 43 New York, NYi0038 Insulation depth: 0.2' Phone 646.246.3593 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other Project juul-Hansen Residence calculations submitted with the permit application.The proposed b ilding hhas been designed toll meet the 2018 IECC requirements in R3heck Version RESch k Web and to comply with the ry reg ir in the REScheck Inspection Checklist. Energy Code: 2018 IIECC ma.dat C0OSUlt8OtS: Location: Cutchogue, New York S- 4 .2- 1 Construction Type; Single-family Na Title Sign ture Date Structural EOgiO88[ Project Type: New Construction Reilly Tarantino Conditioned Floor Area: 6,224 ft2 100Park Blvd. Glazing Area 44% #709 Climate Zone: 4 (5572 HDD) Permit Date: Massapequa Park, New York, 11762 Permit Number: phone 631.724.7888 Construction Site: Owner/Agent�: Designer/Contractor: MEP EOgiO98[ 500 Castle Hill Road Thomas Juul-Hansen James Curtiss Cutchogue, New York 11935 500 Castle Hill Road CURTISS A.D. Cutchogue,New York 11935 P.O.Box 311 Williston Park, New York 11596 718.702.7354 7777 77 Compliance: 26.6%Better Than Code Maximum ILIA: 1433 Your ILIA: 1052 Maximum SHGC: 0.40 Your SHGC; 0.32 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. S88[ Envelope Assemblies 17A-71 49.0 20.0 RED Ceiling: Flat Ceiling or Scissor Truss 918 Skylight: Metal Frame w/Thermal Break 24 0.230 6 f_S C SHGC: 0.32 Ceiling 1: Flat Ceiling or Scissor Truss 357 49.0 10.0 0.021 8 Ceiling 2: Flat Ceiling or Scissor Truss 420 30.0 20.0 0.021 9 Ceiling 3: Flat Ceiling or Scissor Truss 700 30.0 20.0 0.021 15 �A Ceiling 4: Flat Ceiling or Scissor Truss 500 30.0 20.0 0.021 11 <LDoor: Solid Door(under 50%glazing) 25 0.350 9 Window: Metal Frame wl Thermal Break 2,537 0.230 583 SHGC:0.32 Window 3: Metal Frame w/Thermal Break 280 0.230 64 SHGC:0.32 Wall 1: Solid Concrete or Masonry 1,644 15.0 10.0 0.044 60 Window 1: Metal Frame w/Thermal Break 282 0.230 65 SHGC: 0.32 Floor:All-Wood joist/Truss 833 30.0 10.0 0.024 20 No. Date Submission Revisions ^ ' . /15/21 Project Title:juul-Hansen Residence Report date:_ _--- 3.17.21 FILE FOR BUILDING PERMIT - Data filenarne: Page 1 of 2 Data filename: Page 2 of 2 [�h]�[���`� CODE. �_t��~|�^� � Project Address: CLIMATE AND GEOGRAPHIC DESIGN CRITERIA [REFER TO TABLE R301.2(l)OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE.] GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER AIR MEAN 500 CASTLE HILL D "SNOW SPEED(d) TOPOGRAPHICAL SPECIAL WIND-BORNE DESIGN FROST UNDERLAYMENT FLOOD FREEZING ANNUAL ��U U~���U U����U UK� LOAD (MPH) EFFECTS(k) WIND DEBRIS ZONE(m) CATEGORY(0 WEATHERING(a) LINE TERMITE(c) DESIGN REQUIRED(h) HAZARDS(g) INDEX(i) TEMP.0) K ^K � UK "��K �K�K ��~ �~ �~ " �� " " �� �� �' �� REGION(l) I I DEPTH(b) TEMP(e) 20 PSF 130 NO NO YES B SEVERE 3 FEET MODERATE 20* YES NOT IN FLOOD 1500 NEWYORK � 1 1935 TO HEAVY ZONE a.WEATHERNG MAY REQUIRE A HIGHER STRENGTH CONCRETE OF GRADE OF MASONRY THAN NECESSARY TO SATISFY THE STRUCTURAL REQUIREMENTS OF THIS CODE.THE WEATHERING COLUMN SHALL BE FILLED IN WITH THE WEATHERING INDEX,^NEGL|G|8LE^.^MOOERATE^.OR^SEYERE^FOR CONCRETE A8DETERMINED FROM FIGURE R3O1.2(3).THE GRADE OFMASONRY UNITS SHALL 8EDETERMINED FROM ASTM C34.C55,C62.C73.CGO.C12Q.C145.C216. OR C652. Date: 03.17.21 b.THE FROST LINE DEPTH MAY REQUIRE DEEPER FOOTINGS THAN INDICATED IN FIGURE R403.1(1).THE JURISDICTION SHALL FILL IN THE FRONT LINE DEPTH COLUMN WITH THE MINIMUM DEPTH OF FOOTING BELOW FINISH GRADE. Project No: 21.001 c.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE TO INDICATE THE NEED FOR PROTECTION DEPENDING ON WHETHER THERE HAS BEEN A HISTORY OF LOCAL SUBTERRANEAN TERMITE DAMAGE. ' d.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE WIND SPEED FROM THE BASIC WIND SPEED MAP[FIGURE R301.2(4)AI,WIND EXPOSURE CATEGORY SHALL BE DETERMINED ON A SITE-SPECIFIC BASIS IN Scale: AS NOTED ACCORDANCE WITH SECTION R3O1.21.4. Drawn By: 3C o.THE OUTDOOR DESIGN DRY-BULNTEMPERATURE SHALL BESELECTED FROM THE COLUMNS OFQ7Y2'PERCENT VALUES FOR WINTER FROM APPENDIX DOFTHE INTERNATIONAL PLUMBING CODE DEVIATIONS FROM THE APPENDIX D ' TEMPERATURES SHALL BE PERMITTED TO REFLECT LOCAL CLIMATES OR LOCAL WEATHER EXPERIENCE AS DETERMINED BY THE BUILDING OFFICIAL. Dwg. Tit|e: f.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE SEISMIC DESIGN CATEGORY DETERMINED FROM SECTION R301.2.2.1. g.TO ESTABLISH FLOOD HAZARD AREAS,EACH COMMUNITY REGULATED UNDER TITLE 19,PART 1203 OF THE OFFICIAL COMPILATION OF CODES,RULES AND REGULATIONS OF THE STATE OF NEW YORK(NYCRR)SHALL ADOPTA FLOOD HAZARD MAP AND SUPPORTING DATA.THE FLOOD HAZARD MAP SHALL INCLUDE,AT A MINIMUM,SPECIAL FLOOD HAZARD AREAS AS IDENTIFIED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY IN THE FLOOD INSURANCE STUDY FOR THE COMMUNITY,ASAMENDED ORREVISED WITH: ENERGY CODE iTHE ACCOMPANYING FLOOD INSURANCE RATE MAP(F|RM) ii.FLOOD BOUNDARY AND FLODDVYAYMAP(F8FM).AND iii RELATED SUPPORTING DATA ALONG WITH ANY REVISIONS THERETO, TABLES THE ADOPTED FLOOD HAZARD MAP AND SUPPORTING DATA ARE HEREBY ADOPTED BY REFERENCE AND DECLARED TO BE PART OF THIS SECTION. h.|NACCORDANCE WITH SECTIONS R0O5.12.R905.4.3.1.RQ05.531.RQO5.6.3.1'R005I31 .AND RQU5D3.1.WHERE THERE HAS BEEN AHISTORY OFLOCAL DAMAGE FROM THE EFFECTS OFICE DAMMING,THE JURISDICTION SHALL FILL|N THIS PART OFTHE TABLE WITH^YES^ OTHERWISE,THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH"NO". i.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE 100-YEAR RETURN PERIOD AIR FREEZING INDEX(BF-DAYS)FROM FIGURE R403,3(2)OR FROM THE 100-YEAR(99 PERCENT)VALUE ON THE NATIONAL CLIMATIC DATA Dwg. No.: - CENTER DATA TABLE"AIR FREEZING INDEX-USA METHOD(BASE 32DEGREES Fj^ j.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE MEAN ANNUAL TEMPERATURE FROM THE NATIONAL CLIMATIC DATA CENTER DATA TABLE"AIR FREEZING INDEX-USA METHOD(BASE 32 DEGREES F.)" k.IN ACCORDANCE WITH SECTION R301.2.1.5,WHERE THERE IS LOCAL HISTORICAL DATA DOCUMENTING STRUCTURAL DAMAGE TO BUILDINGS DUE TO TOPOGRAPHIC WIND SPEED-UP EFFECTS,THE JURISDICTION SHALL FILL IN THIS PART OFTHE TABLE WITH"YES^ OTHERWISE THE JURISDICTION SHALL INDICATE^NO''|NTHIS PART OFTHE TABLE. 1.IN ACCORDANCE WITH FIGURE R301.2(4)A,WHERE THERE IS LOCAL HISTORICAL DATA DOCUMENTING UNUSUAL WIND CONDITIONS,THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH"YES"AND IDENTIFY ANY SPECIFIC REQUIREMENTS.OTHERWISE,THE JURISDICTION SHALL INDICATE"NO"IN THIS PART OF THE TABLE. m.IN ACCORDANCE WITH SECTION R301.2.1.2.1,THE JURISDICTION SHALL INDICATE THE WIND-BORNE DEBRIS WIND ZONE(S).OTHERWISE,THE JURISDICTION SHALL INDICATE"NO"IN THIS PART OF THE TABLE. m�� n.THE GROUND SNOW LOADS TO BE USED IN DETERMINING THE DESIGN SNOW LOAD FOR ROOFS ARE GIVEN IN FIGURE R301.2(5)FOR SITES AT ELEVATIONS UP TO 1000 FEET.SITES AT ELEVATIONS ABOVE 1000 FEET SHALL HAVE THEIR 005MOO GRDUNOSNOWLOAD|NCREASEDFR0MTHEMAPPEDVALUE8Y2PSFFOREVERY1OUFEETABOVE1OUOFEET. �� �� ASPER FIGURE R3O1.2(4)8'PROJECT|SNOT LOCATED|NAREQUIRED WIND DESIGN REGION. Page: 05OF3O POOL BY OTHERS Architect: CURTISS A.D. James Curtiss, R.A. P.O.Box 311 +75.0 Williston Park, N.Y. 11596 1 A 201 718.702.7354 +75.0 jcurtissarch@gmail.com Owner- Designer- Interiors: Thomas Juul-Hansen, LLC 15 Maiden Lane, 19th Floor LU New York, NY 10038 o Phone 646.246.3593 coJ O a POOL BY THERS Consultants: i Structural Engineer: Reilly Tarantino 100 Park Blvd. #209 UJ Massapequa Park, N Q 300 75 p hone 631 724 7888 ew York, 11762 z 10" 7'-7 " 10 11 0' 10" 37'-5" 10" w oz p LU 0 m - MEP En ineer: cw> 0 6a 6a" 6CD $" 6411 681 Q z g zo-i" °� o C/) = z w 0 m CD 9 TREADS @ 12"EA. 6'-0" 10 RISERS @ 7.2"EA. I D RAILING `o o LAUNDRY `r SELF-CLOSING,SELF-LATCHING, I OUTWARD SWINGING GATE AS PER; I CLG.HGT @ � o' ., ° 8'-0"ABOVE SLAB I I o Seal: R326.4.2.7.1.OF THE 2020 W FLOOR SLAB @ RESIDENTIAL CODE OF N.Y.S. I r i V +67.0' I PITCH SLAB AWAY LATCH TO BE ON INSIDE OF GATE I 12'8" I > > 1x - I I I %"/FOOT TO GUEST 3'3" I 8 6'_g2 68 13'8" <8> x s 8 2 0 o i i i TRENCH DRAIN. CLG.HGT @ 8'-5-ABOVE SLAB i I I I DRAIN TO DRYWELL +72.0 UP i FLOOR SLAB @+69.0' i i i RED A 1 2 UP i i i o s' g�� S C �Cyi I :A 28'-5" � I- 11 - 2 191-01, 63 4 0 2 2 TRENCH DRAIN TO � zl'�•'}} r`���A��' 8 p 12-3-' a I I - - -i - o +69.0 DRYWELL O1 a 1 03 1'2� 1 +73.5 I LINE OF PATIO-STEP TRANSITION ABOVE tC C? A-301 NGL MECHANICAL/STORAGE 1x PITCH SLAB TO DRAIN Y4"1 FOOT. I� 8'0' k FLOOR SLAB +67.0' BATH #4 I� +75.0 @ a 3'_p 24'-8" DRAIN TO DRYWELL b� ,1 6-" HALL 5 TYPE'X'ALL WALLS AND CEILING i 4 _ 78 FLOOR SLAB @ \ O I "' FLOOR SLAB @ � u -1 RETAINING WALL +75.0 SEAL ALL JOINTS AND PENETRATIONS +67.0'A.S.L `r +69.0' C? i \ WITH FIRE-RATED CAULK / OII -i 1 �, V-2z' 4'_0" a u �, _ �\ i 11 \ 1 x n +69,0 Q Q / `I 1 x 3., �_ m O +670 _ No. Date Submission / Revisions z U? I 32'-#' 1 0 � +69.0 A 200 0 � w `" 1 6a __V:'ROOF LEADER ROOF LEADER 1 1a HALL 1 BQ 3.17.21 FILE FOR BUILDING PERMIT I 3 TREADS @ 10"EA. CLG.HGT 1 5.04.21 GRADE ELEVATION STUDY TO DRYWELL TO DRYWELL +gg•p' @ 8'5" - I \ o I / 4 RISERS @ 6"EA. LL o ABOVE SLAB UJ , I `� CO i / 2 2 FLOOR SLAB @ r----- ----- < PITCH SLAB AWAY o o +69.0' w LU w _ Qf � I - r - _ /a"/FOOT DN_ I -• � \ 1 i 2"x6"WOOD I -------- 4'-0" ------ i 4' I , '. STUDS @ 16"O.0 4'0" I RAILING \ ---- - r a 16'-8" 4'-0" 8'-0" o 1'0" Q ---------- I Qm PLAY GYM LL' w zo o I CLG.HGT @ 8'-5"ABOVE FINISH FLOOR CLG.HGT @ 8'-5"ABOVE FINISH FLOOR �,� '� i o - �, 0 2 I ` oo @D @� /ROOF LEADER o ° FLOOR SLAB @+69.0' - FLOOR SLAB @+69.0' r---- FLOOR AS SELECTED BY OWNER. q "' `" TO DRYWELL 10"POURED CONC.FOUNDATION WAL I 5 N FLOOR AS SELECTED BY OWNER. Q w n,' �, A 201 PITCH SLAB I " s' SEE 6/A 400.00 FOR FLOOR COMPOSITION SEE 6/A 400.00 FOR FLOOR COMPOSITION \SOIL TO `_ 1.5"/FOOT SEE STRUCTURAL DRAWINGS FOR AL I ►- , CAR PORT _!0 i APPROVED'--, w REINFORCING INFORMATION I FLOOR SLAB @+69.0' z SEPTIC SYSTEM M 7 I 6�„ RAILING 4 e " 14 5i Project Address: A 401 ` 30'72" z 0'0" 7 10° TRENCH DRAIN 1 ti 88 5'-0"OVERHANG I DRAIN TO DRYWELL / �� PITCH SLAB AWAY I = %"/FOOT wcl ' LINE OF 2 2 6'0" 4'-0" � - 500 CASTLE HILL RD. FIRST FLOOR ABOVE I i +69.0 +69.0 M ADE 4'p,. co CUTCHOGUE ROOF LEADER / 2'-0" � 2'0" TO DRYWELL o Fire separation _ 5 ROOF LEADER NEW YORK 11935 I o 5 I, 5 5 5 o required as per TO DRYWELL o NYS Code p \ C? - • / 9 ' CV - +71.0 _ c� +73.5 Date: 03.17.21 O z D.1 D.2 D.1 10" 2' o = r Project No: 21.001 + 69.0 I RETAINING WALL +74.0 3'0"J 4'-0" 3'-0" Cl) w 9'6" 3'0" 9'6" 3'-0" 9'-6" 12'-10" 2'0" C? O Scale: AS NOTED - -- - - Drawn By: JC +69.0 +69.0 _i Dwg. Title: 0 o Q Q (V ww - LOWER LEVEL N 1�0 O �� O FOUNDATION PLAN UJ W � M O N +71.0 DN +72.0 Dwg. No.: UP 7 41'-6" 3'-4" T-10" 2'-8" 3'-0" 25'-8" Ir 1 RAILINGS LOWER LEVEL - FOUNDATION PLAN A 200 SCALE:%"=1'-0" Page: 06 OF 30 Architect: 59'-4" CURTISS A.D. James Curtiss, R.A. N. P.O.Box 311 Williston Park, N.Y. 11596 (A2 718.702.7354 jcurtissarch@gmail.com Owner- Designer- Interiors: Thomas Juul-Hansen, LLC 15 Maiden Lane, 19th Floor New York, NY 10038 Phone 646.246.3593 0 Consultants: N Structural Engineer: Poo T ERS Reilly Tarantino 100 Park Blvd. #209 2 Massapequa Park, New York, 11762 A-300 phone 631.724.7888 REFER TO POOL NOTES ON A-004.00 FOR ALL SAFETY INFORMATION 38'-4" MEP Engineer: 18 0 GUARDS: T.O.RAIL @ 3'-6"HIGH �_ -- 3, 3 RE DS @ 12' EA. / RISERS 6" A. --1 SELF-CLOSING / 6' TREAD @ 12"EA. SELF-LATCHING GATE -0" 10 RISERS @ 7.2"EA. 10 Seal: SEE POOL NOTES A-004.00 3-3" FLOORTILE AS ELECTE BY OWNER RAILING /" D qac RAILING +77 0 SEE D TAIL SE N 4 2. _ —+77.0— L FL00 COMPO TION z cv �P Ss UJ GUARDS: DN 4 ha T.O.RAIL @ 3'-6"HIGH UJ �, ( LINE OF OVERHANG ABOVE ti V' cn 5'6" 5'-10" _8„ 1.0.. CSS 2'0" �I ---- -- 4.. �� p 1127'1 y® ---- 3 RAILING Q DN o U A-301 GUARDS: 10'-0" 6'-3" 10'-0" 2'-0 o w — -- --- T.O.RAIL @ 3'-6"HIGH Cl) EE D.8.1 D.7 D.6 O p DN �, o C? 0 2'-0" 10'-6" 2'-0" 10'-6" 2'0" 10'6" 2'0" 3' 10' _ +79.0 D.5.1 OH / �� No. Date Submission / Revisions / 3.17.21 FILE FOR BUILDING PERMIT 10'-0" R' ROOF LEADER ROOF LEADER o 4 4 3 TO DRYWELL TO DRYWELL 74' d SD CO 4'-0" 1,_� BEDROOM BEDROOM f GFCI 2'-0" 5'-4" 4" DN q CLG.HGT @ 10'-0"A.F.F. CLG.HGT @ 10'-0"A.F.F. 1 +42" r I FLOOR @+79.0' FLOOR @+79.0' A-300 �a>vvine SEE 3-A-401.00 FOR FLOOR SEE 3-A-401.00 FOR FLOORMwineN COMPOSITION 2 COMPOSITION O E `t I GFCI ----------- / SI +42" 6'•22' 3a SD 7 I I till. �_- 11'4' 16'-11" I I o 5'-8" 3'-6" 2'-2" 5'-1" 3'-6" 8'-4" - - 0 ITCHEN GFCI �(n 1 — _J 10 ,�, `��� � ,�� s�� , I +42" / 1 a / la 7� - 4'62 6- 4 3.7, LIVING AREA i �� jij PWDR. — Glo FCI �i SD 1a N A 201 `P �� li 11 mE M� :� � 1a O 2 0 O CLG.HGT @ 12'-0"A.F.F. N b C? WOOD FLOOR @+79.0' i -- 4 _ 'I OF LEADER 12 ii - A-200 N SEE 5 A-400.00 FOR FLOOR COMPOSITION i GFCI I -4`Y I 32n2" TO DRYWELL ®\ BR HAL II _ _= I, b ��� Project Address: +42" PNTRY i ii 3b - `F" 1a n - L — I 'II. II 'p BATH #2 � II 2 � l ® _ L--- ----� 60 SI I I� II 8—' 73., II \ X16 in ! 4 cfu ' --- I � - 8 8 ;; W I 500 CASTLE HILL RD. 11 ii O 5'Dz" \ ii C. T N 2' i� 13 II 1 - - = CUTCHOGUE 4b n h', _ M�� la � 18 N _ O G 2CI - - - � 17 4 NEW YORK, 11935 ROOF LEADER ROOF LEADER o 1 9'-5" 1 \ \10'-0" 14 4a SD CO 2a 64 O" 15 / 2a 3✓ BATH # TO DRYWELL TO DRYWELL "It SD CO 4 o 2'-0" 10'-6" '-0" 10'-6" 2'-0" 10'-6" \ / r, T-9" HALL GFCI Date: 03.17.21 BR HALL 1a 3b +42° ` ! Project No: 21.001 --- --- - D.5 Scale: AS NOTED C? O O O I Drawn By: ]c M - Dwg. Title: GUARDS: DN T.O.RAIL @ 3'-6"HIGH2' Ir Ir FIRST FLOOR PLAN -0" 10'-6" 2' 2'-0" 10'-6" -0" 10'-6" 2'-0" 10'-6" 2'-0" 2'-0" " 5'-10" 3'-9" 3'-0" T-6" 3'-0" 3'-9" 4'-8" 31'-6" w co cD 52'-0" cn 41'-0" Dwg. No.: W U) 93'-0" m o EXTERIOR STAIR 1 G.C.TO V.I.F.FINAL NUMBER OF TREADS AND RISERS 200 7'-10" SEE DETAIL ON A-002 FOR CODE COMPLIANCE !® DO NOT EXCEED THOSE REQUIREMENTS FIRST FLOOR PLAN RAILINGS SCALE:%"=1'-0" Page: 07 OF 30 Architect: CURTISS A.D. James Curtiss, R.A. P.O.Box 311 Williston Park, N.Y. 11596 718.702.7354 jcurtissarch@gmail.com Owner- Designer- Interiors: Thomas Juul-Hansen, LLC 15 Maiden Lane, 19th Floor New York, NY 10038 Phone 646.246.3593 1 A 201 Consultants: Structural Engineer: Reilly Tarantino 100 Park Blvd. #209 Massapequa Park, New York, 11762 phone 631.724.7888 MEP Engineer: 2 A-300 Seal: . S��RED�h'� •• C-� Pe�Esc )R � �/TfC \ 52'-0" 4 '-0" 121. �0' 3'4" 10'-0" 1 16'-T 10'-0" 2'0" Fo LLL GUARDS: T.O.RAIL @ 3'-6'HIGH 26-7 o z'o" 7'-6" BALCONY -J�---- -- O FIREPI i� I' D - - --- - - - - -- No. Date Submission / Revisions 25 � � 3.17.21 FILE FOR BUILDING PERMIT _ I M D 1 M sD co 1 5.04.21 HOT TUB ENCLOSURE co - �r-� I \\ I I� t �� RAILINGS- 4R @ 6° A-300 T= I I \ I 1 3'_0„ 3T@11" A. 4'_0„ MASTER BEDROOM IFIIF I I CLG.HGT @ 10'-0"A.F.F. WOOD FLOOR @+91.0' STOR E -__ I _ _ I r, I / I [PROVI E FLASH NG RAILINGS i i O �- -- _ — —� 3 LOCATION OF ROOF F OR H@+-�0' �- S E 3 A 4 00 FOR,'FLOOR OMPOSI ION NJ LEADERS AND OVERFLOW 10'0" � � LEADERS a - 0 Cb 3'-4" T- T-6" T-4" 3'-5" GUARDS: � `bN — N `� I I 6, Project Address: CHIMN Y FLUE , OPEN - — M TO BELOW C) it 1 " N -- 1a -------- 4 - i i - 4 -------- 1a-- N Nt_', 500 CASTLE HILL RD. - _ 6'-0" 3.. = l CUTCH 0 0 0 E 20 21 6a 64 1a 1a NEW YORK, 11935 i BATHROOM STONE FLOOR BATHROOM BENC .�. 19 WOOD FL. 24 23 WOOD FL. W 22 W.C/ Date: 03.17.21 -- 3a WOO WOOD FL. N N 0 ��N 0 . I ® �flf `r' Scale: AS NOTED GUAR S: SEL -CLOSIN i. N +I SEL -LATCHIh G GATE z T.O. IL @ 3'6 HIGH I x l Dwg. Title: SEE DOOL NOtES A-00 .00 7M 69i ALOSUR REQUI MENTS 04 0 FOR E�FcRAI NGS O 3'4" O M D.9 O 3'S„ SECOND FLOOR & BALCONY T-6" 1'-3" F RST.F L. ROOF PLAN GUARDS: 10.41 30'-3" T.O. RAIL @ 3'-6'HIGH 9• Dw No.: 41'-0" 1 A-200 SECOND FLOOR PLAN SCALE:Y4"=1'-0" Page: 08 OF 30 Architect: CURTISS A.D. James Curtiss, R.A. P.O.Box 311 Williston Park, N.Y. 11596 718.702.7354 jcurtissarch@gmail.com Owner- Designer- Interiors: Thomas Juul-Hansen, LLC 15 Maiden Lane, 19th Floor New York, NY 10038 Phone 646.246.3593 Consultants: Structural Engineer: Reilly Tarantino 100 Park Blvd. #209 Massapequa Park, New York, 11762 phone 631.724.7888 MEP Engineer: Seal: S CO�T'QC,y/� 2 A-309 �� 1 F -1 ❑ i A-301 1 1 I I I I L J II LOCATION OF ROOF I I DRAIN TO BE CENTERED IN WALL BELOW IIII I I No. Date Submission / Revisions n 3.17.21 FILE FOR BUILDING PERMIT EPDM PROTECTION SHEET ON I I 1 EPDM PROTECTION SHEET ON TPO MEMBRANE BY CARLISLE OR I I TPO MEMBRANE BY CARLISLE OR A 300 APPROVED EQUAL,FULLY ADHERED ON I I APPROVED EQUAL,FULLY ADHERED ON � 2"RIGID INSULATION,BUILT-UP,TAPERED � 2"RIGID INSULATION,BUILT-UP,TAPERED SLOPE TO DRAIN I MECHANICALLY FASTENED ON I I MIN.%"PER FOOT,TYP. Ll 4"EXTERIOR GRADE PLYWOOD I ❑ _ I I MECHANICALLY FASTENED ON i i I I I %4'EXTERIOR GRADE PLYWOOD -a � II IIII II II \� II II II II i I I I I LOCATION OF ROOF Ir 2 I I FLASH AROUND I AND OVERFLOW A 200 I I SKYLIGHT I I 2 DRAINS TO BE CENTERED IN WALL ELOW SLOPE TO DRAIN FLASH UP AND AROUNDI I I I I I I I MIN,4"PER FOOT,TYP. CHIUMNEY i I I I — - I-I- - - I - - - - - - - U I - Project Address: I II 11 I 500 CASTLE H ILL RD. II I II I IIL - - - - � E - - - - -1I CUTCHOGUE C - - - ❑ E7 I r - - — –1 NEW YORK 11935 LOCATION OF ROOF LL I I I I DRAIN TO BE CENTERED IN I I I I I l� El [I WALL BELOW I I I Date: 03.17.21 _J Project No. 21.001 __J Scale: AS NOTED i t I jt' fi Drawn By: ]c � — J L — J LIN[;OF WALLS Dw . Title: BELOW,TYP. g LINE OF WALLS BELOW,TYP, ROOF DRAINAGE PLAN 1 Dwg. No.: A-200 Ami ROOF DRAINAGE PLAN 03100 SCALE:4"=V-0" Page: 09 OF 30 93'-0" Architect: 52'-0" 41'-0" CURTISS A.D. ALL GUARDS AND RAILINGS TO Curtiss, R.A. FOLLOW GENERAL NOTE A-002.00 I aures EXTENT OF HOUSE P.O.Box 311 T.O.RAIL @ 3'-6"HIGH I Williston Park, N.Y. 11596 CHIMNEY EXTENT OF HOUSE 718.702.7354 CHIMNEY - = -} - Trr - ROOF ur ISSarC al .com - t- I r_ �c gm I IT N Owner- Designer- Interiors: WINDOW HEAD/CEILING Thomas Juul-Hansen, LLC GUARDS: T - T.O.RAIL @ T-6'HIGH / \ 15 Maiden Lane, 19th Floor GUARDS: New York, NY 10038 WOOD SHINGLE 51DING I \\ ! _ T.O.RAIL @ T-6"HIGH Phone 646.246.3593 4 —WOOD SHINGLE SIDING � HORIZONTAL WOOD o � Consultants: - - \ / !._T _=- __ Structural Engineer: SIDING HORIZONTAL WOOD Reilly Tarantino ROOF DECK+93,0' I - -- -- -- -- - - - - -- - _ ,� SIDING 100 Park Blvd. JJ o - SECOND FLOOR+g1.0' % Massapequa Park, New York, 11762 -- - phone 631.724.7888 N CEILING - - - - - ��- - 1 WINDOW HEAD - _ - - l - WINDOW HEAD/CEILING N `V MEP Engineer: - - � — M O q GUARDS: o T.O.RAIL @ 3'-6" HIGH _LL - -- - = Seal: N FIRST FLOOR+79.0' - \ / - FIRST FLOOR+79.0' t77 ri 11 1 1 BRED AR y - - - T - - — N Scu S N CEILING - - - - - - - cam' c� - - -- - - -� •' ��,PrS.E� WINDOW HEAD - + +74.0' o N o +73.5' 3.5' O � o 031 i O - D.1 D.2 D.1 o �' 0 O +71.0 __-- i J SLAB+69.0' I- - - - -J �- - - - - - - - - - -J L- - - - - - L- - - - - -J - - - - - - i I I I SLAB+69.0' i i i - i i i ------- ------------------------ - I - t-- ---------- ------- t ------------- ------ ------------------------- EXPOSEDCONCRETE WALL -------- ----4-O--------------- -----------9 6"----------- ------- ------------Y-6"----------- ------- -----------9-6"----------- ---------------------------------------- No. Date Submission / Revisions 3.17.21 FILE FOR BUILDING PERMIT 1 5.04.21 HOT TUB ENCLOSURE FRONT ELEVATION - SOUTH 34'-0" GRADE ELEVATION STUDY SCALE:%"=1'-0" 29'.0" -- --- - - - - — CHIMNEY - - - GUARDS: T.O.RAIL @ 3'-6"HIGH / —WOOD SHINGLE SIDING T D.1 HORIZONTAL Project Address: WOOD SIDING ROOF DECK+93.9 500 CASTLE HILL RD. 9 CEILING N CUTCHOGUE -- - - - - WINDOW HEAD N EW YO RK, 11935 - ' - Date: 03.17.21 0 i Project No: 21.001 N Scale: AS NOTED O o GUARDS: Drawn By: JC T.O.RAIL @ 3'-6'HIGH Dwg. Title: 0 _ \\ N FIRST FLOOR+79.0' ELEVATIONS _ � o - \ CEILING N HEAD Dwg. No.: +75.6 U) o "' +73.5 I: -- ----- o +73.0 o m I I EXPOSED CONCRETE WALL o Eo o I SELF-CLOSING,SELF-LATCHING, I I +71.0 ! +71.0 +71.0 a I OUTWARD SWINGING GATE AS PER I I I _ 2 LEFT SIDE ELEVATION - UI/EST `- - - - - - - - - -R326.42.74OFTHE-2028- - - - - - - - I 10 TREADS@12°EA. _ � RESIDENTIAL CODE OF N.Y.S. 11 RISERS @ 6.0"EA. I / I -� - - - I _ F_ SLAB+69.0' SCALE:Y"=1'-0° - -- - - - - - - - - - - - - - - - - - - - - - - - J / f - -- - I S N POOL BY OTHERS L - - - - - - - - _- SLAB+67.0' Page: 10 OF 30 Architect: CURTISS A.D. CHIMNEY James Curtiss, R.A. iJ P.O.Box 311 Williston Park, N.Y. 11596 T.0.R0 +103.0' _ - � .-, t = _--_;= 77T7711CN _ _ CHIMNEY 718.702.7354 I I I I I TITJ I I I i I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I 1 11 111 111 1 1 1 A, WINDOW HEAD/CEILING _ - jcurtissarch@gmail.com GUARDS: Owner- Designer- Interiors: T.O.RAIL @ 3'-6"HIGH Thomas Juul-Hansen, LLC GUARDS: -- _ WOOD SHINGLE SIDING T.O.RAIL @ 3'-6'HIGH N 11 15 Maiden Lane, 19th Floor WOOD SHINGLE SIDING-----\ - DJ ___ D.6 -F-- _ New York, NY 10038 N o Phone 646.246.3593 HORIZONTAL WOOD =-- _ 11 1 - O _ HORIZONTAL Consultants: SIDING— _ M WOOD SIDING --- ---- ROOF DECK+93.0' S'F III tructural Engineer: - - - - --- _ _ - , Reilly Tarantino SECOND FLOOR+91.0' jJ - N 100 Park Blvd. % F, i i 0 0 _ — _ Massapequa Park, New York, 11762 N N DTE TT77 TIT 711 WINDOW HEAD/CEILING WINDOW HEAD_ _ phone 631.724.7888 _ — -- / \ -- MEP Engineer: o GUARDS: v 0 T.O.RAIL @ 3'-6'HIGH OF HO `- o Q D.5.1 o - \ / —r - \ / _ __ N Seal: FIRST FLOOR+79.0' L FIRST FLOOR+79.0' o - - FUI 1-1 - - -- - - -- o `VFTFT7 _ CEILING% N i - WINDOW HEAD +75.0 I I RCD +75. +75.0 ��5 PTEs u�T�s'yi� C? SELF LATCHING GATE o I I ------� J oo o co T� z` � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -i '9 ` p3 — — — — — — — — — — — — — — — — — — — — — — — — — — — — o • N ��� SLAB+69.0 i - - - SLAB+69.0' ; - EXPOSED CONCRETE REAR ELEVATION - NORTH POOL WALL _ SCALE:4"=1'-0" BY OTHERS No. Date Submission / Revisions 3.17.21 FILE FOR BUILDING PERMIT 1 5.04.21 HOT TUB ENCLOSURE GRADE ELEVATION STUDY T.O.ROOF+103.0' C? - - CV -- - WINDOW HEAD/CEILING - WOOD SHINGLE SIDIN GUARDS: T.O.RAIL @ 3'-6'HIGH I - o HORIZONTAL WOOD SIDING - - iProject Address: SECOND FLOOR+91.0' -J 7_7771 0 0 N N _ _ - 500 A TLE HILL RD. WINDOW HEAD/CEILING - CUTCHOGUE NEW YORK, 11935 GUARDS: o T.O.RAIL @ 3-6"HIGH O \ O Date: 03.17.21 Project No: 21.001 Scale: AS NOTED Drawn By: 3C FIRST FLOOR+79.0' Dwg. Title: GV / +75.0 +75.0 I 1 +75.0 ELEVATIONS / IUJ 0 73.5 +73.5 oo O I - I D.3 I I I m � Dwg. No.: \ ( I I- - - - - - - - - - - - - - - - - - - - - - - - - -- I i SLAB+69.0' H L - - - - - - - - - - - - - - - - - - - - - - - - - - - Alb, 9MJ Ilk_7� A tj /64 Mzu U0 2 RIGHT SIDE ELEVATION - EAST SCALE:4"=1'-0" POOL BY OTHERS Page: 11 OF 30 93'-0" Architect: e CURTISS A.D. CHIMNEY CHIMNEY --------- James Curtiss, R.A. Al EN A701 — - — - — - — - — - --- T.O.ROOF+103.0"' P.O.Box 311 Williston Park, N.Y. 11596 REFER TO STRUCTURAL DRAWINGS ALL GUARDS AND RAILINGS TO PERFORMED BY REILLY&TARANTINO FOR FOLLOW GENERAL NOTE A-002.00 SEE POOL NOTES ON cli ALL STRUCTURAL INFORMATION. T.O. RAIL @ 3'-6"HIGH A-004.00 FOR ENCLOSURE REQUIREMENTS NNi WINDOW HEAD CEILING 718.702.7354 STRUCTURAL INFORMATION ON THESE Jcur ssarc gma com DRAWINGS ARE FOR GRAPHICAL PURPOSES Owner- Designer- Interiors: GUARDS: C? C? SEE GENERAL NOTE A-002.00 Thomas Juul-Hansen, LLC T.O.RAIL @ 3-6"HIGH 15 Maiden Lane, 19th Floor C? Phone 646.246.3593 Ann Consultants: ROOF DECK+93.0' OFZ� Structural Engineer: Aff RIM - -------- Tgag I �� I , I 1 1 MASTER BE UTO I P4_0M CEILING 'V vl� SECOND FLOOR+91.0'/t-\ Reilly Tarantino SEE STRUCTURAL DRAWINGS FOR FRAMING CD 100 Park Blvd. UNDER HOT TUB Elm #209 WINDOW HEAD I WINDOW HEAD CEILING Massapequa Park, New York, 11762 phone 631.724.7888 3 ------ A-400 MEP Engineer: c? C? ------\- clj C? C? F------- O Al ---- --- H L A.401 _ BEDROOM A-400 —Uvjhn I ------ --- 4 BEDROOM FIRST FLOC +79.0' FIRST FLOOR 79.0'_&�_ Seal: c? 9 N EN CEILING C? % zo _V V V _ L0 o9 - — - — - - FLOOR JOISTS ------------ RETAINING WALL BEYOND o LO Ir---- D SEE STRUCTURAL DRAWINGS J X CD X -S WALL BEYOND RETAINING C> L? oo co oo C? GRADE PLANE+73.6' E0 co 0 bo ------- 4 A-400 :�E A.401 LOWEST EL+71.0' +71.0 /-- ------ PITCH SLAB AWAY )/4" FOOT GYM PLAYROOM HALL SLAB+69.0' SLAB+69.0' A zt\_ 0 A x ------ M IT 3 - - - - - - - - - - --F -LI- - - - - - - - - - - - - - - - - - - B.O.FOOTING MIN 3'-0"BELOW GRADE — — — — — — — — — — — —— — — — — — — — _J - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - F TRENCH DRAIN — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — - - - - - - - J DRAIN TO DRYWELL FOOTING BEYOND No. Date Submission Revisions SECTION 3.17.21 FILE FOR BUILDING PERMIT SCALE:Y4" V-0" REFER TO STRUCTURAL DRAVIINGS PERFORMED BY 1 5.04.21 HOT TUB ENCLOSURE REILLY&TARANTINO FOR ALL STRUCTURAL INFORMATION. GRADE ELEVATION STUDY STRUCTURAL INFORMATION'v'N THESE DRAWINGS ARE FOR GRAPHICAL PURPOSES A.402 GUARDS: SEE GENERAL NOTE A-002.00 T.O.RAIL @ 3'-6"HIGH T.O.ROOF+93.0' c? 1PC. --N FIRST FLOOR ROOF �Mffl U888MVVVV0/VV HORIZONTAL WOOD WINDOW HEAD CEILING SIDING COD SHINGLE Project Address: SIDING II 500 CASTLE HILL RD. Eo EN GUARDS: c? T.O.RAIL @ T-6"HIGH GUARDS: 402 CUTCHOGUE T.O.RAIL @ 3'-6"HIGH NEW YORK 11935 1? 111 -1 IL A, LIVING 402 FIRST FLOOR+79.0' DRAIN TO DRYWELL Date: 03.17.21 MUM Project No: 21.001 Scale: AS NOTED 3-0" Co 'i "I v . ... ..... ? Dwg. Title: ? c? co GRADE PLANE+716 co ao 1X 4 +71.0 3 BUILDING SECTIONS I A.402 z10 oo DigA-402 SLAB+69.0' +69.0 % PLAYROOM MECHA�IICAL STORAGE LA Y8"TYPE'S'GYP.BID.ALL WALLS AND CEILING SEAL DINTS Dwg. No.: L . S AND PENETRATIONS �RR 7 i I ' • TRENCH DRAIN WN Lt WITH FIR -RATED CAULK — — — — — — — — — — — — — — — — — — — DRAIN TO DRYWELL — — — — — — — — — — — — - L - - - N 5 21 SECTION SCALE:Y4" l'-O" Page: 12 OF 30 P____P, _ IZ: T'M111 L d 20 +79 Ur Architect: CURTISS A.D. James Curtiss, R.A. P.O.Box 311 Williston Park, N.Y. 11596 718.702.7354 jcurtissarch@gmail.com Owner- Designer- Interiors: Thomas Juul-Hansen, LLC 15 Maiden Lane, 19th Floor New York, NY 10038 Phone 646.246.3593 Consultants: Structural Engineer: Reilly Tarantino 100 Park Blvd. #209 Massapequa Park, New York, 11762 phone 631.724.7888 MEP Engineer: 1 SIM. (A0 SIM, A.403 @.401 �- - - - T.O.ROOF+103.0' — o , "• - ..: .;---'- - ' ,. .. -- - - - - - - i REFER TO STRUCTURAL DRAWINGS PERFORMED BY N I REILLY&TARANTINO FOR ALL STRUCTURAL INFORMATION. WINDOW HEAD/CEILING — — STRUCTURAL INFORMATION ON THESE DRAWINGS ARE FOR GRAPHICAL PURPOSES GUARDS: rl SEE GENERAL NOTE A-002.00 it T.O.RAIL @ 3'-6"HIGH I I ROOF GUARDS: -- i DRAIN IN WALL SEE GENERAL NOTE A-002.00 T.O.RAIL @ 3'-6"HIGH DA D4D3 '�R �; YV MASTMASTER BEDROOM SECOND FLOOR+91.0' E BAT�I OOM I I 0 0 o ° 1 27-� I_ _ �_ `l N WINDOW HEAD/CEILING _ _N I Nell ESI IIROOF I I DRAIN IN WALL II ' II GUARDS: Cl) o SEE GENERAL NOTE A-002.00 N \ T.O.RAIL @ 3'-6"HIGH \ II II No. Date Submission / Revisions 3.17.21 FILE FOR BUILDING PERMIT A.403 C, FIRST FLOOR+79.0' / I BEDROOM m CV N �n I +75.0 - +75.0 I +75.0 04 GRADE PLANE+73.6' +73.5 @ — o -- — 1 - - B I II III D.3 II I I I I / I II III II i I I I I II III II I I I co `o I �+ I II III II I I I I 5 I II III II I I I I SLAB+69.0' +69.0 — — - - — I � �/, % /�. /'. i �/ Fl Com%/..'��C✓//C ' C ice// / % / �C< — — — — Project Address: -- - - - - - - - - - - - - - - - - - SECTION �\ \ 500 CASTLE HILL RD. 1 SCALE:Y4"=1'-0" C U T C H O G U E NEW YORK, 11935 Date: 03.17.21 Project No: 21.001 Scale: AS NOTED Drawn By: 3C Dwg. Title: BUILDING SECTIONS Dwg. No.: Am ■ Page: 13 OF 30 Architect: CURTISS A.D. James Curtiss, R.A. __--_---_---- - _--- P.O.Box 311 Williston Park, N.Y. 11596 GUARDS: SEE GENERAL NOTE A-002.00 T.O.RAIL @ T-6"HIGH 718.702.7354 \ jcurtissarch@gmail.com FLOOR TILE AS SELECTED BY OWNER Owner- Designer- Interiors: -- — — - --------- �\ \ Thomas Juul-Hansen, LLC ADJUSTABLE USTABLE DECK SUPPORTS BY �\ BISON OR APPROVED EQUAL ON -_ 15 Malden Lane, 19th Floor EPDM PROTECTION SHEET ONNew York, NY 10038 \\ \\ TPO MEMBRANE,FULLY ADHERED ON - - - � -- - - -- \�\�\ Phone 646.246.3593 . +� .M Tf INSULATION OTION BOARD �\ �JJ����JJJJ Consultants: C K T.O.ROOF+93.0' _ �\ - �.--- -- - -- - \ Structural Engineer: - 2"RIGID INSULATION Reilly Tarantino BUILT-UP,TAPERED,MECHANICALLY FASTENED 100 Park Blvd. s #209 %"EXTERIOR GRADE PLYWOOD Massapequa Park, New York, 11762 phone 631.724.7888 R-49 BATT INSULATION MEP Engineer: I _ .. FIRST FLOOR CEILING _ _ _ WALL CONSTRUCTION,TYPICAL: WOOD SINGLE AS SELECTED BY OWNER ON AIR MOISTURE BARRIER-HOUSE WRAP ON %"EXTERIOR GRADE PLYWOOD ON i 2"x6"WOOD STUDS @ 16"O.C.W/ R-21 BATT INSULATION i %"GYP.BD.INTERIOR FINISH i %"GYP.BD. Seal: gED Abzcy URT�SS DETAIL DETAIL DETAIL 3 SCALE: 1"=V-0" SCALE: 1"=1'-0" SCALE: 1"=V-0' "%�?r� s �21 N ENGINEERED FLOORING ON 1%"WARMBOARD-S ON 2 LAYERS 232"ADVANTECH SUBFLOORING FIRST FLOOR+79.0' No. Date Submission / Revisions --------------------- — _ 3.17.21 FILE FOR BUILDING PERMIT WALL CONSTRUCTION,TYPICAL: ....... WOOD SINGLE AS SELECTED BY OWNER ON --- - _ -I- �M AIR MOISTURE BARRIER-HOUSE WRAP ON " EXTERIOR GRADE PLYWOOD R-30 BATT INSULATION is i GYP BD. CEILING ° ---------------------- 4 c 2-2"x4"TOP PATE 2 LAYERS OF 2"RIGID INSULATION %"GYP BD. ON c v 2"x4"WOOD STUDS W/ v R-13 BATT INSULATION ON EXTERIOR PLYWOOD 2"RIGID INSULATION 5'-0" c cQv DETAIL c Project Address: SCALE: 1"= V-0" NOTE:PITCH ALL GRADE AWAY FROM BUILDING 500 CASTLE HILL R D. GRADE MIN.6 INCHES FOR FIRST 10 FEET AS PER c R401.3 OF THE N.Y.S.BUILDING CODE,LATEST EDITION. v C U TC H OG U E FOR IMPERVIOUS SURFACE,PITCH MATERIAL ° 4 c %4°/FT.(2%)AWAY FROM BUILDING - +71.0 NEW YORK 11935 c v 2"x4"PRESSURE TREATED c SILL PLATE ENGINEERED FLOORING ON Date: 03.17.21 5mm REGUPOL MEMBRANE ON \ 4"CONCRETE SLAB ON Project No: 21.001 6 MIL.POLY.VAPOR BARRIER ON c 2"RIGID INSULATION ON Scale: AS NOTED ° 6"GRAVEL BASE ON WELL TAMPED SOIL Drawn By: JC Dwg. Title: SLAB+69.0' --�_ - -- —-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—- - �- --- --- °c a a p aa° a d f / - I / CONTINUOUS WATERPROOFING MEMBRANE DETAIL SECTIONS 10"POURED CONCRETE FOUNDATION WALL v °10" SEE STRUCTURAL DRAWINGS FOR REINFORCING AND FOOTING INFORMATION ca v FILTER FABRIC Dwg. No.: COARSE GRAVEL ° REMOVE DISTURBED SOIL AND ORGANIC 4"PERFORATED DRAIN PIPE AROU c Q c MATERIAL AND THEN BACKFILL WITH PERIMETER OF FOUNDATION,TYP. v CONTROLLED FILIL. v ° a 4 o ■ c c c v \ DETAIL POURED CONCRETE FOOTING \ 5 SEE STRUCTURAL DRAWINGS FOR REINFORCING AND FOOTING SCALE: 1"= V-0" INFORMATION.B.O. FOOTING MIN 3'-0"BELOW GRADE �\\\\ Page: 14 OF 30 Architect: CURTISS A.D. James Curtiss, R.A. -- — — --- — — -- — -------- P.O.Box311 v Williston Park, N.Y. 11596 EPDM PROTECTION SHEET ON 718.702.7354 TPO MEMBRANE BY CARLISLE OR jcurtissarch@gmail.com APPROVED EQUAL,FULLY ADHERED ON 2"RIGID INSULATION,BUILT-UP,TAPERED, Owner- Designer- Interiors: MECHANICALLY FASTENED Thomas Juul-Hansen, LLC — 4"EXTERIOR GRADE PLYWOOD 15 Maiden Lane, 19th Floor T.O.ROOF+103.0' ------- New York, NY 10038 SLOPE)/4"PER FOOT — CANT STRIP Phone 646.246.3593 -- - - - FT Consultants: ;I Structural Engineer: N I I Reilly Tarantino 0 A T N UL o I 100 Park Blvd. #209 ;I I BEDROOMC-EILINGgb_ Massapequa Park, New York, 11762 phone 631.724.7888 TJI AS PER STRUCTURAL DRAWINGS W/ MEP Engineer: R-30 BATT INSULATION 4"GYP.BD. �LLi Seal; DETAIL SCALE: 1"= 1'-0" D ARe ���s �RTiss F�, Y ENGINEERED FLOORING ON ENGINEERED FLOORING ON ------ 3 1%"WARMBOARD-S ON 1%"WARMBOARD-S ON .9T 3 2 LAYERS 2%2'ADVANTECH SUBFLOORING 2 LAYERS 2%2'ADVANTECH SUB FLOOR]NG TJI AS PER STRUCTURAL DRAWINGS W/ TJI AS PER STRUCTURAL DRAWINGS W/ R-30 BATT INSULATION R-30 BATT INSULATION E SECOND FLOOR+91---------------------- .0' ------------------------------ I I s� o No. Date Submission / Revisions . � 3.17.21 FILE FOR BUILDING PERMIT WIN AD FILING -------------_------ — 4"GYP.BD. �N I � ------------- I � i I � 5 DETAIL 2 DETAIL SCALE: 1"= V-0" SCALE: 1"=1'-0" Project Address: ---- z---------- ----------------------5,- 1J1 6Z. ° ENGINEERED FLOORING ON e 1 500 CASTLE HILL RD. ��-�--� I %"WARMBOARD-S ON °q0" 2 LAYERS 2 3z"ADVANTECH SUBFLOORING 2"x4"PR��StfRE T-R€NT€8------- ------------------------ 10"POURED CONCRETE FOUNDATION WALL CU TC H OG U E SILL PPR� 2"RIGID INSULATION BOARD TJI AS PER STRUCTURAL DRAWINGS W/ ' R-21 BATT INSULATION R-30 BATT INSULATION ENdINE6RED FLOORING ON 2"x6"WOOD STUDS @ 16"O.C. FIRST FLOOR---- NEW YORK 11935 emm RE(� POIrMEMBRANI:ON--------- - ----------- ------ ° /4"CONCRETE SLAB ON %'PLYWOOD -———--———— � / 6 MIL.POLY.VAPOR BARRIER ON GYP,BD. - / 2"RIGID INSULATION ON-------- "! / 6"GRAVtBAS1 0f�t-------- -- - - --------------- a PITCH SLAB AWAY ___________ ------------------------------------- Y'' Date: 03.17.21 / WELL TAMPED SOIL ° --------------- / i 4,./FOOT - - - - - - - - - - - - -- - cq Project No: 21.001 _ v _ SLAB+69.0' - - - - - - - - - - j N Scale: AS NOTED L Drawn By: JC 111111111111111 v a Dwg. Title: %"EXTERIOR GRADE PLYWOOD v 2 LAYERS OF 2"RIGID INSULATION BOARD DETAIL S E CT I O N S 0 0 EXTERIOR GRADE PLYWOOD REMOVE DISTURBED SOIL AND ORGANIC MATERIAL v J D DRAIN AND THEN BACKFILL WITH Q ° v 4 ° o 0 0 OF wg ' CONTROLLED FILL. SOIL STACK TO APPROVED ° v N,TYP. SEPTIC SYSTEM ° a o 4 RED CONCRETE FOOTING A- 0 STRUCTURAL DRAWINGS FOR REINFORCING AND OTING INFORMATION ■ 0.FOOTING MIN 3'-0"BELOW GRADE 4 DETAIL 3 DETAIL SCALE: 1"=1'0" SCALE: 1"= 1'-0" Page: 15 OF 30 Architect: CURTISS A.D. James Curtiss, R.A. P.O.Box 311 Williston Park, N.Y. 11596 718.702.7354 GUARDS: GUARDS: T.O. RAIL @T 3'-6"HI SEE GENERAL NOTE A-002.00 — — SEE GENERAL NOTE-6"A-002.00 HIGH H jcurtissarch@gmail.com T.O.RAIL @ T-6"HIGH -- _ - FLOOR TILE AS SELECTED BY OWNER Owner- Designer- Interiors: FLOOR TILE AS SELECTED BY OWNER ADJUSTABLE DECK SUPPORTS BY Thomas Juul-Hansen, LLC BISON OR APPROVED EQUAL ON 15 Malden Lane, 19th Floor ADJUSTABLE DECK SUPPORTS BY EPDM PROTECTION SHEET ON New York, NY 10038 TPO MEMBRANE BY CARLISLE OR BISON OR APPROVED EQUAL ON -- — _--- --- Phone 646.246.3593 EPDM PROTECTION SHEET ON APPROVED EQUAL,FULLY ADHERED ON TPO MEMBRANE,FULLY ADHERED ON %"HIGH-DENSITY PROTECTION BOARD %"HIGH-DENSITY PROTECTION BOARD ZZFULLY ADHERED ON ADHERED TO INSULATION --- - - Consultants: __ 2"RIGID INSULATION, A-403 BUILT-UP,TAPERED Structural Engineer: 2"RIGID INSULATION /_/�._ _ --� MECHANICALLY FASTENED ON BUILT-UP,TAPERED,MECHANICALLY FAST IdED ♦ /� ♦ 4"EXTERIOR GRADE PLYWOOD Reilly Tarantino T.O.ROOF+93.0' / / 100 Park Blvd. - - F` - --- %4'PER FOOT SLOPE Y4"PER F A-403 S OPE 4"PER FO T SLO %"PER FOOT _ , Massapequa Park, New York, 11762 = T A-403 phone 631.724.7888 a 3/"EXTERIOR GRADE PLYWOOD M MEP Engineer: �1� 171 � 9 GUTTER 'i'j L111 ';'i "' lu GUTTER R 49 A I SU A 10 R- 9 A 1 SU 10 R 49 BATT INSULATIONWOOD SHINGLE SIDING WOOD SIHINGLE SIDING � # _ FIRST FLOOR ROOF I 3'0" GYP.BD. 011 HORIZONTAL WOOD SIDING HORIZONTAL WOOD SIDING - WALL CONSTRUCTION,TYPICAL: Seal: HORIZONTAL WOOD SIDING i AS SELECTED BY OWNER ON WOOD SHINGLE SIDING AIR MOISTURE BARRIER-HOUSE WRAP ON $"EXTERIOR GRADE PLYWOOD ON I 2"4"WOOD STUDS @ 16"O.C.W/ R-21 BATT INSULATION i I I 4"GYP.BD.INTERIOR FINISH �LE APIC _FT J�_ ' i k ; DETAIL DETAIL —1'c II SCALE: 1"= 1'-0" SCALE:1" 1'-0 6 = " �''� O�"• � I � � � I I I � GUARDS: i i ENGINEERED FLOORING ON SEE GENERAL NOTE A-002.00 i 1%"WARMBOARD-S ON GUARDS: T.O.RAIL @ T-6"HIGH i i 2 LAYERS z%2'ADVANTECH SUBFLOORI G - - = _ _-__-_ --- €RA1 #dflA02.00 T.O.RAIL @ 3-6"HIGH No. Date Submission / Revisions FIRST FLOOR+79.0' _ _ i ' --- — --- -- 3.17.21 FILE FOR BUILDING PERMIT FLOOR TILE AS SELECTED BY OWNER ON SUPPORTS�Y=- --- BISON OR APPROVED EQUAL ON I I \ \ I l I TPO MEMBRANE BY CARLISLE OR WOOD SHINGLE SIDING ` =-- ROVED EQ11A1„TULLY ADliEiD-QN_--.- -. o TYVEK HOUSE WRAP I ` �, CV � \ / HIGH-DENSITY PROTECTION BOARD _ — EUILY_ADHERED_O _ J J � `� 2"RIGID INSULATION BOARD,BUILT-UP, TAPERED AND MECHANICALLY FASTENED ON R-30 BATT INSULATION Y4"EXTERIOR GRADE PLYWOOD a - - CEILING _ __ a a ROOF GUTTER -- r= _ 3-011 IN WALL,BEYOND - .:r...Lrc.-vY o III i ` Project Address: �.�..� � 500 CASTLE HILL R T 0 D. R-30 BATT INSULATION ALL WALLS AND CEILING C U TC H OG U E SEAL ALL JOINTS AND PENETRATIONS / WITH FIRE RATED CAULK NEWYORK, 11935 5 DETAIL 2 DETAIL SCALE: 1"=1'-0" SCALE: 1"=1'-0" Date: 03.17.21 Project No: 21.001 Scale: AS NOTED Drawn By: JC Dwg. Title: DETAIL SECTIONS Dwg. No.: 0■ DETAIL 31 DETAIL 4 SCALE: 1"= V-0" SCALE: 1"=V-0" Page: 16 OF 30 Architect: THERMOSET / THERMOPLASTIC MEMBRANE FB T!",- THERMOSET THERMOPLASTIC MEMBRANE FB . THERMOPLASTIC MEMBRANE -• � • � :.�`.�.�.��..r�, -�.��r�'�.=,:��-•- FB - Mll C U RT I S S A.D. =[DETAILNOT E ON 25 & 30-YEAR WARRANTY PROJECTS. ACCEPTABLE EDGING SHALLPOURABLE SEALER POCKETS MUST BE USED IN CONJUNCTION WITH RAIN HOODS AND AN EXTRA James Curtiss, R.A. RMOSET DETAIL U-1A.1 WHEN USING EPDM MEMBRANE OR FB-1B WITH TPOLAYER OF PRESSURE SENSITIVE ELASTOFORM FLASHING [EXTENDING 3" (76mm) BEYOND THE BASE P.O.Box 311 LAYER OF FLASHING] FOR PROJECTS WITH 25 AND 30-YEAR WARRANTIES.A��OwEp MAX. c' Williston Park, N.Y. 11596 S�OpE 13:12114'1 T BY OING HERS RING MAX`M�M 25% UP TO 20 YEARS UP TO 30 YEARS 718.702.7354 .: jcurtissarch@gmail.com - 6" (152mm) WIDE PRESSURE- :::., • ,�. _ SEALANT SENSITIVE CURED COVER STRIP IN ( ) Owner- CONJUNCTION WITH PRIMER BY OTHERS Designer- Interiors: SecurSEAL B RAIN HOOD (BY OTHERS) Thomas Juul-Hansen, LLC DRIP EDGE OR 1 (SEE "CAUTION" NOTE ABOVE) 15 Maiden Lane, 19th Floor FASCIA (BY - - -- New York, NY 10038 OTHERS) PRESSURE-SENSITIVE Phone 646.246.3593 POURABLE SEALER POCKET -41 11 11 4 1 Consultants: WOOD NAILER (BY OTHERS)F2 -" ,,. CARLISLE ------_ ADDITIONAL 9" (230mm) WIDE ______ _____- PRESSURE-SENSITIVE 1-1/2" (38mm) RING SHANK NAILS WATER POURABLE --_ _____ Structural Engineer: 1 1 " (38 m O.C. CUT-OFF :.; SEALER ------ _----= ELASTOFORM FLASHING - , (SEE CAUTION ABOVE Reilly Tarantino MASTIC ;. P - ---- - ---- XXXX q' SEALA T " "=" B =-==== 100 Park Blvd. 1 - - - --- z„ - -- - -- #209 ��- o Massapequa Park, New York, 11762 i �QO�o �� y phone 631.724.7888 F_ / Q LLJ MEP Engineer: DIMENSION "XGREATER El ❑ o MIN. 1/2 (13mm) FILLER w ,=x 3" (76mm) NOTES: i _ ry - - - _ _ DIMENSIONS mm 1. USE APPROPRIATE COVER STRIP & PRIMER BASED NOTES: NOTES: UPON MEMBRANE TYPE. FOR EPDM, REFER TO 0 1/2" 13 TOw DIMENSION ...? 1. THE MAXIMUM ALLOWABLE SURFACE TEMPERATURE OF THE PENETRATION THERMOSET U-1A. FOR TPO, REFER TO1" 25 1. REMOVE EXISTING LEAD, FLASHING THERMOPLASTIC U-1A. MATERIAL & ENSURE THE DRAIN RING I I SHALL NOT EXCEED 180' F (82' C). B 2" 51 MIN. IS COMPLETELY CLEAN DOWN TO BARE ) RAI; DRAIN 2. ALL DEBRIS (PAINT, RUST, LEAD, OTHER FLASHINGS, ETC. MUST BE 2. WOOD NAILER MUST EXTEND PAST TOTAL WIDTH OF METAL. s, PI(�f::: ) I;a METAL FASCIA DECK FLANGE. UNIVERSAL SINGLE-PLY PIPE REMOVED FROM THE PENETRATION. 2. FLEECE-BACKING MUST BE REMOVED SEALANT (BELOW JOINT 3. PENETRATIONS, MEMBRANE, FLASHING AND METAL I •;r 3. METAL FASCIA DECK FLANGE MUST BE TOTALLY FROM THE MEMBRANE SO THAT WATER (INSIDE POCKET) MUST BE - - - Seal: COVER FLANGE PRIMED WITH EPDM PRIMER PRIOR TO APPLYING POURABLE SEALER. DO NOT I - COVERED BY PRESSURE-SENSITIVE COVER STRIP WITH ) CUT-OFF MASTIC IS IN DIRECT ..-, .. .. _..... MINIMUM 2" (51mm) COVERAGE PAST NAIL HEADS. CONTACT. PRIME THE BLUE PLASTIC SUPPORT STRIP. O MANDATORY PDM 4. TO REMOVE FINISHING OILS, SCRUB METAL FLANGE � 3. THE HOLE IN THE MEMBRANE SHALL 4. POURABLE SEALER MUST COMPLETELY FILL POURABLE SEALER POCKET TO • WITH WEATHERED MEMBRANE CLEANER; ALLOW TO DRY EXCEED THE DIAMETER OF THE DRAIN PREVENT PONDING OF WATER. PRIMER AT ALL PRIOR TO APPLYING PRIMER. 4; PIPE, BUT SHALL BE NO LESS THAN INTERFACES OF r` 5. POURABLE SEALER MUST CONTACT PRIMED PRESSURE-SENSITIVE POURABLE SEALER A a ,c,==` 1/2" (13mm) FROM THE ATTACHMENT ELASTOFORM FLASHING AND DECK MEMBRANE. EXCEPT BLUE 5. APPLY PRIMER TO METAL FLANGE AND MEMBRANE F :;.:r4, POINTS OF THE DRAIN CLAMPING RING. PLASTIC SUPPORT SURFACE PRIOR TO INSTALLING PRESSURE-SENSITIVE o =' s C'� 6. SECUREMENT IS REQUIRED FOR POURABLE SEALER POCKETS WHICH ARE STRIP - - � �\ 4. ALL BOLTS OR CLAMPS MUST BE IN FLASHING. !.>.:ti�;:��,"• " GREATER THAN 18" (457mm) IN DIAMETER. REFER TO SPECIFICATIONS. ,i� F,,,.•,:�Fs'�,, � •• PLACE TO PROVIDE CONSTANT : 6. WHEN METAL FASCIA BY OTHERS IS USED, FASTENER COMPRESSION ON WATER CUT-OFF 7. ON MECHANICALLY-FASTENED ROOFING SYSTEMS, ADDITIONAL MEMBRANE TYPE AND FASTENING FREQUENCY SHALL BE MASTIC. SECUREMENT IS REQUIRED (SIMILAR TO DETAIL MF-86) REGARDLESS OF SIZE DIMENSIONS mm RECOMMENDED BY METAL EDGE MANUFACTURER. JOINT 5. ROOF DRAIN SIZE AND NUMBER OF OR DIAMETER. '9TH 3?12 '1 i0' COVER OA 1" 25 MIN. CONTINUOUS DRAINS SHALL BE IN ACCORDANCE 8. PIPE CLUSTERS MUST HAVE MINIMUM 1" (25mm) CLEARANCE BETWEEN N � CLEAT WITH THE LOCAL CODES. PENETRATIONS. @ 2" 51 MIN. FleeceBACK MEMBRANE DETAIL NO. -� FleeceBACK MEMBRANE DETAIL NO. -FleeceBACK MEMBRANE EPDM PRESSURE-SENSITIVE DETAIL NO. 1!N1 ROOF DRAIN WITH CONTINUOUS p."" -- FAST ADHESIVE/AQUABASE SecurSEAL DRIP EDGE FASCIA FAST ADHESIVE/AQUABASE -FAST ADHESIVE/AQUABASE POURABLE SEALER POCKET MEMBRANE c (� ,,.•,r. -- APPROVED SUBSTRATE LF B - 1 A APPROVED SUBSTRATE I B - 6 A -•APPROVED SUBSTRATE For additional F13 - 16A --- SEE NOTES oradditional information, refer o -•SEE NOTES n orma on, refer o ❑O --SEE NOTE(S) For additional information, refer to Specifications FLEECEBACK ADHERED 0 ( ) Specifications FLEECEBACK ADHERED 0 ( ) Specifications FLEECEBACK ADHERED THERMOSE1 THERMOSET / THERMOPLASTIC MEMBRANE _..,:.• .. ;<-:- _. . _ FB �r7 THERMOSET / THERMOPLASTIC MEMBRANE FB THERMOPLASTIC MEM BRANE ..�: - . r a=Y FBNo. Date Submission Revisions 3.17.21 FILE FOR BUILDING PERMIT o_ DETAIL NOT FOR USE ON 25 & 30-YEAR WARRANTY PROJEC-S. ACCEPTABLE PIPE FLASHINGS o ~ SHALL CONFORM WITH FB-8A DETAIL OR REFER TO THERMOSET/THERMOPLASTIC UNIVERSAL EPDM MEMBRANE SPLICES SHALL INCORPORATE 6" (152mm) WIDE FIELD APPLIED SecurTAPE FOR REFER TO DETAIL FB-12C WHEN USING AQUA BASE 120 ADHESIVE OR HYDROBOND. PROJECTS WITH 20, 25 & 30-YEAR WARRANTIES. vQ DETAILS. a� EPDM ) TPO/PVC/KEE HP CURED 9" (229mm) WIDE EPDM PRIMERMEMBRANE .. WATER STAINLESS TEEL ANY FB-9 ANY FB --FleeceBACK MEMBRANE BY CUT-OFF CLAMPING RING ANY FB-9 FLASHING ( ANY APPLICABLE TERMINATION " TERMINATION INSTALLED WITH PRESSURE-SENSITIVE MASTIC OTHERS) (ABOVE (ABOVE (ABOVE FLEECE-BACKING SIDE w BONDING ANTICIPAT ANTICIPAT€ ING UP ELA TOFORM FLASHING a "; a -; ADHESIVE ,,, LAP SEALANT ANTICIPATED WATER WATER IN CONJUNCTION WITH a %A THERMOPLASTIC a EPD PRIMER o ! WATER LEVEL LEVEL) LEVEL) 1 NON- ->,. o ":"<;. I � -J - HOT 1-1/2" _- O REINFORCED O CARLISLE v ` ' FLASHING t1 `, AIR (38mm) EXPANSION JOINT3 WELD, M N. SUPPORT OR qw B SPONGE TUBING o k` O A (BY OTHERS) - - - - - -- 3 C ❑ CARLISLE FASTENER & Project Address: SEAM FASTENING PLATE, MAX. 12 (305mm) O.C. , z CARLISLE FASTENER 500 CASTLE HILL RD. EXPANSION JOINT FILLER & SEAM FASTENING (BY OTHERS) INDOOR INDOOR PLATE, MAX. 12" AIR AIR DIMENSIONS mm (305mm) O.C. r-11CUTCHOGUE DIMENSIONS mm y 0 1/2" 13 MIN. O 1/2" 13 MIN. NOTES: NEWYORK, 11935 NOTES: @ 3" 76 MIN. @ 1-1/2" 38 TO 1. WHEN EXPANSION JOINT SUPPORT IS USED, WIDTH OF JOINT SHALL BE A MINIMUM OF 3/4" (19mm) AND SHALL NOT EXCEED 2" (51mm). 1. MECHANICALLY FASTENED BASE SECUREMENT IS REQUIRED WHEN ANY ONE OF THE FOLLOWING MAY © 1" 25 MIN. 2" 51 OCCUR: NOTES: © 1" 25 MIN. 2. APPROXIMATELY 1/8" (3mm) DIAMETER BEAD OF CUT-EDGE SEALANT IS REQUIRED ON CUT EDGES OF 1.1, SPECIFIED WARRANTIES GREATER THAN 20-YEARS. Date: 03.17.21 REINFORCED TPO MEMBRANE. I 1.2. WARRANTY WIND SPEEDS GREATER THAN 90MPH. 1. REMOVE ALL LEAD AND OTHER FLASHING NOTES: 1.3. PROJECTS 'WITH CONTROL OR EXPANSION JOINTS OR ANTICIPATED BUILDING MOVEMENT. Project No: 21,001 BEFORE INSTALLING FIELD-FABRICATED PIPE 3. SPLICES SHALL BE COMPLETED USING MINIMUM 3 (76mm) WIDE SecurTAPE/ PRIMER WITH EPDM 2. REFER TO SPECIAL CONDITION SPEC. SUPPLEMENTS G-01-18 OR G-08-18: Scale: AS NOTED 1. REMOVE ALL LEAD AND OTHER FLASHING 2.1. TO BLOCK INDOOR AIR INFILTRATION AND HUMIDITY AT THE JUNCTION (G-01-18 SEAL. MEMBRANE AND MINIMUM 1-1/2" (38mm) HOT AIR WELD WITH TPG/PVC. Drawn By: JC BEFORE INSTALLING FIELD FABRICATED PIPE 2. TEMPERATURE OF PIPE MUST NOT EXCEED SEAL. 4. WHEN USING 60 OR 80-MIL TPO AND 80-MIL PVC/KEE HP REINFORCED THERMOPLASTIC MEMBRANE 2.2• WHERE ROOF SYSTEM IS DESIGNED WITH A VAPOR RETARDER G-08-18) Dwg. Title: 180°F (82°C). FLASHING, APPLY A 4-1/2" (114mm) DIAMETER THERMOPLASTIC "T-JOINT" COVER AT ALL FIELD 2. TEMPERATURE OF THE PIPE PENETRATION MUST SPLICE INTERSECTIONS. 3. PRESSURE-SENSITIVE EPDM T-JOINT COVER OR 6" (152mm) WIDE PRESSURE-SENSITIVE FLASHING, IN 3. PRIOR TO APPLYING PRESSURE-SENSITIVE NOT EXCEED 140°F (60°C) WHEN USING PVC OR CONJUNCTION WITH EPDM PRIMER, MUST BE CENTERED OVER EPDM FIELD SPLICES AT THE ANGLE ELASTOFORM FLASHING, APPLY EPDM PRIMER TO KEE HP AND 160°F (71°C) WHEN USING TPO ALL EPDM SPLICE INTERSECTIONS MUST BE OVERLAID WITH A PRESSURE-SENSITIVE T-JOINT COVER. CHANGE. PROJECTS WITH 25 OR 30-YEAR WARRANTIES OR WHEN USING 145-MIL MEMBRANE FIELD GENERAL SPLICE AREAS. FLASHING. PRIOR TO DOING SO, APPLY LAP SEALANT ALONG THE EDGE OF THE MEMBRANE SPLICE (UNDER THE SPLICES SHALL BE OVERLAID WITH TWO LAYERS OF PRESSURE-SENSITIVE ELASTOFORM FLASHING. THE 6"x6" T-JOINT COVER) COVERING THE EXPOSED SPLICE TAIPE 2" (51mm) IN EACH DIRECTION FROM BOTTOM LAYER SHALL BE 6" (152mm) WIDE COVERED WITH A 12" WIDE TOP LAYER (305mm). BOTH ROOF DETAILS 4. MECHANICAL SECUREMENT IS REQUIRED AROUND 3. APPLY HEAT TO FLASHING AND FORM BY HAND THE SPLICE INTERSECTION. PROJECTS WITH 25 & 30-YEAR WARRANTIES OR WHEN USING 90-MIL LAYERS SHALL BE CENTERED AND SEALED WITH CONTINUOUS LAP SEALANT. ALL PIPES GREATER THAN 18" 457mm PRIOR TO HOT AIR WELDING ( ) IN EPDM FLASHING, INTERSECTIONS MUST BE OVERLAID WITH 1f1N0 LAYERS OF PRESSURE-SENSITIVE 4. WHEN THE USE OF FAST ADHESIVE (FULL SPRAY) IS NOT FEASIBLE ON THE VERTICAL SUBSTRATE DIAMETER. ELASTOFORM FLASHING. THE BOTTOM LAYER SHALL BE 6"X'.6" (152mm X 152mm) COVERED WITH A 4. MECHANICAL SECUREMENT IS REQUIRED APPLICABLE BONDING ADHESIVE MAY BE USED. APPLY A COAT TO THE FLEECE SIDE OF THE 5. IN COLDER TEMPERATURES A HEAT GUN MUST AROUND ALL PIPES GREATER THAN 18" 12"X12" TOP LAYER (305mm X 305mm). BOTH LAYERS SHALL BE CENTERED OVER THE SPLICE MEMBRANE AND ALLOW TO DRY. ONCE THE ADHESIVE ON THE FLEECE IS DRY, APPLY BONDING BE USED WHEN FORMING PRESSURE-SENSITIVE (457mm) IN DIAMETER. INTERSECTION AND SEALED WITH CONTINUOUS LAP SEALANT, REFER TO FB-2 DETAILS. ADHESIVE AT THE COVERAGE RATE OF 60 SQUARE FEET PER GALLON TO THE WALL SUBSTRATE AND Dwg. No.: ELASTOFORM FLASHING. 5. REFER TO THERMOPLASTIC UNIVERSAL DETAILS 5. ROOF MEMBRANE SHALL NOT BE ADHERED OVER THE EXPANSION JOINT SUPPORT OR SPONGE TUBING. A SECOND COAT TO THE FLEECEBACK MEMBRANE. 6. REFER TO EPDM UNIVERSAL DETAILS FOR HOT FOR HOT STACK, STEEL TUBING & FLEXIBLE STACK, STEEL TUBING & FLEXIBLE PIPE PENETRATIONS. PENETRATIONS. - FleeceBACK MEMBRANEp DETAIL NO. _- FleeceBACK MEMBRANE DETAIL NO. _ -- FleeceBACK MEMBRANE PARAPET/CURB WITH CONTINUOUS DETAIL NO. } -� FAST ADHESIVE/AQUABASE FIELD FABRICATED PIPE FLASHING -- FAST ADH ESI VE/AQU ABASE DECK-TO-WALL EXPANSION JOINT ' FAST ADHESIVE/AQUABASE -- APPROVED SUBSTRATE @ .. FB - 8B APPROVED SUBSTRATE FB - 3B -- APPROVED SUBSTRATE MEMBRANE FB - 1 2B --- SEE NOTES ora itwna information, refer to p -SEE NOTE(S) For additional information, refer to Specifications ❑O --- SEE NOTE(S) For additional information, refer to Specifications FLEECEBACK ADHERED ❑0 ( ) Specifications FLEECEBACK ADHERED ❑ p FLEECEBACK ADHERED Page: 17 OF 30