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Home My WebLink About48148-Z � TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 48148 Date: 8/4/2022 Permission is hereby granted to: Gresham, David 860 United Nations Piz ... ................... ... .. New York, NY 10017 To: Construct new single family dwelling as applied for with flood permit and DEC no jurisdiction letter, and per Trustees #9764, & SCHD approvals. At premises located at: 435 Narrow River Rd. Orient SCTM # 473889 Sec/Block/Lot# 26.-3-10 Pursuant to application dated 6/2/2022 and approved by the Building Inspector. To expire on 2/3/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,613.60 CO -NEW DWELLING $50.00 Flood Permit $100.00 Total: �$1,763.60 Building Inspector " TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 1197] 0959��P (, ifs Telephone(631)765-1802 Fax (631) 765-9502 i. .. . ��oi,:,a� j : ,1,, �a,w 00"", Date Received APPLICA1 10N 1:01i BUILDING PERMIT EF-9F11 �W For Office Use Only PERMIT NO. � Building Inspectors. .. ...... _...W_._.. ._ f I` Applications and forms must be filled out in their entirety.Incomplete BUILDING DEPT applications will not be accepted. Where the Applicant is not the owner,an TOWN OF SOUTHOLD Owner's Authorization form(Page 2)shall be completed. Date:4-11-2022 OWNER(S)OF PROPERTY: Name:David Gresham & Benjamin Pardo sCTM#1000-26-3-10 Project Address:435 Narrow River Rd Phone#: 917-698-2070 Email: dm design@icloud.com Mailing Address: 4335 Noyac Rd Sag Harbor, NY 11963 CONTACT PERSON: Name:Jack Brierley �- Mailing Address:PO Box 4144 East Hampton NY, 11937 Phone#:63316046288 Email:jack@dueeastplanning.com DESIGN PROFESSIONAL INFORMATION: Name:Rodney D. Gibble Consulting Engineers Mailing Address:18 West 21 St Street, 3rd Floor New York, NY 10010 Phone#:2129892853Email:ivaduva@rdgengineers.com CONTRACTOR INFORMATION: Name:Dan LOOS Inc Mailing Address:105 Northwest Landing Rd East Hampton, NY 11937 Phone#:5168579571 Email:danloosine@yahoo.com DESCRIPTION OF PROPOSED CONSTRUCTION JlltNewStructure ❑Addition ❑Alteration ❑Repair DDemolition Estimated Cost of Project: ❑Other $-J,an0� �rr0 .. Will the lot be re-graded?, yes El No Will excess fill be removed from premises? Dyes cEQNo 1 PROPERTY INFORMATION Existing use of property:Single Family Home(Residential) Intended use of property:Single Family Home(Residential) Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Qr L1 o this property? E es ONO IF YES, PROVIDE A COPY. 74 El flieck Box after Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zane 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):Jack Brierley MAuthorized Agent ❑Owner Signature of Applicant: Date: 4-8-2022 STATE OF NEW YORK) SS: COUNTY OF,-05UA---Fi:W— a, " being duly sworn, deposes and says that(s)he is the applicant (Name of individuisigning cot o 9a)above named, (S)he is the,_..._, www.__.......�....... .___..,�. wwwww..wwwww._._�._�...�_ ...__. (Contrac ,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 _z day of ! ,20 22 Notary Public zaoV i,b mq e_§lldxA uolsslwwoD A-vq A;unoo Njo4nS ul peipleno 1PROPERTY..........�a�_�,.�OWNER... UT)f' '...�_.�A-rif 91 191®dMGO'oN u011131IS H (Where the applicant is not the owner) N80AM3Nd031`d1S'onandAHH1oN HSIVM A OHVM03 I, David Gresham residing at 435 Narrow River Rd Orient, Jack do hereby authorize _ Brierley (Due East Planning) to apply on m behalf to the To of Southold Building Department for approval a described herein. bL Owners tature Date David Gresham Print Owner's Name 2 Ruildinp.Devartment Anglication AUTHORIZATION (Where the Applicant is not the Owner) I, CS residing at. i (Print property owner's name) (Mailing Address) do hereby authorize_.. (Agent) <1 Doeto apply on my behalf to the Southold Building Department. (Owner's Signatxl e) (Date) rM '(1c�,�,pesf4rwy, (Print Owner's Name) -W Workers' ir OAIIME I Compensation CERTIFICATE OF INSURANCE COVERAGE Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed Insurance agent of that carrier ............. la.Legal Name'��A Address s"of'Insured use street address only) I b.Business Telephone Number of Insured DAN LOOS INC 516-857-9571 105 NW LANDING ROAD EAST HAMPTON,NY 11937 1c.Federal Employer Identification Number of Insured Work Location of Insured(Only required if coverage is specifically lim(tadto or Social Security Number certain locations in Now York State,La.,Wrap-Up Policy) 462197344 iand Address of Entity Requesting Proof of Coverage 3a.Name of In Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company SUFFOLK COUNTY DEPARTMENT OF CONSUMER AFFAIRS 3b.Policy Number of Entity Listed in Box"la" ,725 VETERAN'S MEMORIAL HIGHWAY DBL411715 SMITHTOWN, NY 11788 X Policy effective period 06/28/2021 to 06/27/2023 4. Policy provides the following benefits: A.Both disability and paid family leave benefits. B.Disability benefits only. C.Paid family leave benefits only. S. Policy covers: A.All of the employees employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employees employees: Under p46ift —Fani an authorized — Wv _i _t6__f _— l—b6i6dafKin8med' insured has NYS Disability and/or Paid Family Leave Benefits Insurance coverage as described above. Date Signed 6/112022 By (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and TillRichard White, Chief Executive Officer .......... IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If Box 4B,4C or 513 is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law.It must be emailed to PAU@wcb.ny.gov or it can be mailed for completion to the Workers'Compensation Board,Plans Acceptance Unit,PO Box 5200,Binghamton,NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box 4B,4C or SB have been checked) State of New York Workers" Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Article 9 of the Workers!Compensation Law)with respect to all of their employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) MM Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to Issue this form. gg DB-120.1 (12-21) � DB-120�ii� ( � �211 ) Additional Instructions for Form 1313-120.1 By signing this form,the insurance carrier identified in Box 3 on this form is certifying that it is insuring the business referenced in Box 1 a for disability and/or Paid Family Leave benefits under the NYS Disability and Paid Family Leave Benefits Law.The insurance carrier or its licensed agent will send this Certificate of Insurance Coverage(Certificate)to the entity listed as the certificate holder in Box 2. The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is cancelled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise, this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in Box 3c,whichever is earlier. This Certificate is issued as a matter of information only and confers no rights upon the certificate holder.This Certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This Certificate may be used as evidence of a NYS disability and/or Paid Family Leave benefits contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the disability and/or Paid Family Leave benefits policy indicated on this form, if the business continues to be named on a permit, license or contract Issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Insurance Coverage for NYS disability and/ or Paid Family Leave Benefits or other authorized proof that the business is complying with the mandatory coverage requirements of the NYS Disability and Paid Family Leave Benefits Law. NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the Issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits and after January first,two thousand and twenty-one,the payment of family leave benefits for all employees has been secured as provided by this article.Nothing herein, however,shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b)The head of a state or municipal department, board,commission or office authorized or required by law to enter into any contract for or In connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract,shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits and after January first,two thousand eighteen,the payment of family leave benefits for all employees has been secured as provided by this article. DB-120.1 (12-21)Reverse 6/l/22,5:18 PM image0(4).jpeg NYSIFNY 122VI Alba l � Now Yoryk State Insurance PO Box 66699,Fund I Y$If.' Orft CERTIFICATE OF WORKERS' COMPENSATION INSURANCE 462197344 " $x„44 " DAN LOOS INC " 105 NW LANDING RD ° `µ EAST HAMPTON NY 11937 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER DAN LOOS INC TOWN OF SOUTHOLD 105 NW LANDING RD 54375 MAIN ROAD EAST HAMPTON NY 11937 P.O.BOX 1179 SOUTHOLD NY 11971-0959 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12322 824-0 964163 01/15/2022 TO 01/15/2023 6/1/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO, 2322 824.0„ COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS" COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW„ AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDERS REGULAR NEW YORK STATE" EMPLOYEES ONLY, IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:I W.NYSIF.COM/CERT/CERTVAL.A$P,THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS, THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT DANIEL LOOS ONE PERSON CORP THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEWYORK STATE SUR NCE FUND 4 DIRECTOR,INSURANCE FUND UNDERwR171Nc VALOATION NUMBER: 1014518987 hltp- e//mall.google,cram/maiVull/?ogbl Inbox/FMf zGPGKbgWNvDLV cJG IxShgJsGX"?projector=1&mossagePartld=0. 111 A� CERTIFICATE 4F LIABILITY INSURANCE FDA06/01/2022 I) -� o6/oi/2o22 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT PHONE Ic^ STANDARD GROUP AFFILIATES INC .1 Eaal ,, Phone:(51 746-1333 A Nei Fa1c:(516)746-1367 99 HILLSIDE AVE-SUITE SalltaREas., WILLISTON PARK New York 11596 trlSll R(S)AFFORDING COVERAGE _ NAIgs INSURERA*Essex Insurance Company X9020 INSURED _ INSURER a,Progressive Insurance Company 10243 Dan Loos Inc 105 Nw Landing Rd INSURER c East Hampton New York 11937 IN SURIER D; INSURER E a INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. NN6t . L TYPE OF INSURANCE POLY SRF POLICY GP /IDOL SIIeII POLICE NUMeSR ARYYy,�Y)„ OaY'�"tYJ; LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 2,000,00i, DAMAOE'10 RENTED CLAIMS-MADE OCCUR PREMISES(Ea occuvancot 100,OOI MED EXP(Any one person) aQOt A Y N 3EA7002 06/22/2021 06/22/2022 PERSONAL&ADV INJURY $ 2,000„001 .. . ........... GEWL AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGA'T'E $ 4,000,001 POLICY ECT LOC PRODUCTS.COMPIOP AGG !$ 4,00,00(l, OTHER, $ AUTOMOBILE LIABILITY COM�t� S ht LI aEF t�(pn{t T 2,00 ,Igft; ANY AUTO BODILY INJURY(Per person) $ $ OWNEDX I SCHEDULED 06289637-0 11/02/2021 11/02/2022 B AUTOS ONLY AUTOS ONLY INJURY(Par accident) $ X HIRED X NON-OWNED , PROPERTY Oil�”"" _ ... $ AUTOS ONLY AUTOS ONLY IPer sccgdorwty ... ._. _ $ UONORELLA S OCCUR ( EACH OCCURI EIYCE $ - EXCESSLIAR CLAWS-MADCAG GATE DED RETENTION $ WORKERS COMPENSATION - � H. AND EMPLOYERS'LIABILII71' YIN TIUTS ER ANYPROPRIETO ARTNE'PJEF.XECUTIV/EE.L. OFF EPJ EtEREXCLUDSD 1 N/A E L.EACH ACCIDENT $ IMandatatNY In NH) E.L.DISEASE-EA EMPLOYEE,$ It yyes,describe under DESCRIPTION OF OPERATIONS Tae— E.L.DISEASE-POLICY LIMIT S DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached if more spare Is required) Coverage Includes: Primary and Non-Contributory Blanket Additional Insured Blanket Waiver of Transfer of rights against others to us CERTIFICATE HOLDER CANCELLATION Suffolk County Dept of Consumer Affairs 72S Veterans Memorial H SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Hwy THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Smithtown New York 11788 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE .y ©'1'9904015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD ELIZA-BETH A. NEVILLE Town Hall, 53096 Main Roa- TOWN CLERK P.O. Box 1179 REGISTRAR OF VITAL STATISTICS1y Z Southold, New York 11971 MARRIAGE OFFICER 4," $ Fax (631) 765-6146 RECORDS MANAGEMENT OFFICER ` Telephone (631) 765-1800 FREEDOM OF INFORMATION OFFICER ? southoldtown.northfork.riet OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD SOUTHOLD WASTEWATER DISTRICT APPLICATION CONSTRUCTION or ALTERATION PERMIT CESSPOOL or SEPTIC TANK Residential@$10_ -"." or Non-Residential @$25 Application No. . .�. Permit No. Applicant Name , e �. � /1 i/( /L_ LL �� v� i_ _ �, .. Applicant Mailing Address ,. Brief Tank Description of Propos .._w_w_ ,�w ..... .. Construction or Alt Septic Tank or Cesspool p 1 Location of Proposed Construction/Alteration �r , Owner of Property: ..w.��. � '��:� �� ,�� "��' (� ��"1 u 11\'s Owner Mailing Address:_._ ' w___M.� Owner Property Address .... �- "'-r __ .. _m.rA.51 Name and phone number of contact person Tax Map No: Section _.Block �w_....w_ �t_m............��... ....... ._.._m_.. Cross Street _..__..... ": "'�CL �, NOTE: LOCATION MAP MUST BE SUBMITTED WITH APPLICATION. NEW ONSTRUCTION REQUIRES SURVEY WITH HEALTH� � DEPARTMENT APPROVAL r 'Signature' of Applicant Date Received by: N BUILDING PLANNING " A spiral stairway is one in which the treads radiate HANDRAIL PERIMETER>6�/4 1N. fJ"crm a Central pC71e. SUCK a stair n1USt provide a1 CISOr width of at least 25 inches(660 mm)at and below the �� 4 t be identical and have a /4 IN.TO 23/ IN........ .....�....... handrail" Each tread mt�s minimum dimension of 6`1 inches (131 mrn) at a / IN. point 12 inches (305 mm) from its narrow end. The ;o stair must have at least 6 feet 6 inches (1051 mm)of ". headroom as measured vertically from the leading >_13/4 IN. edge of the tread. The ruse between treads can be a 18 IN, march as, but not more than, gw/2 inches (241 mm), .._. Commentary Figure R311.7.10.1 shows the required �..3...,. stairway, _..w. , el y I ; / N. dimensions of a spiral staurwa GRASPABLE FINGER RECESS AREA 26 1N MIN IS REQUIRED ON BOTH SIDES f>5/16 IN. "� - 12 IN. For SI: 1 inch =25.4 mm. Commentary Figure R311.7.8.5(2) TYPE II HANDRAIL i shall be i°ovidccl._w__ . )N. M y^ [� wit CENTER COLUMN,-mm,,8311.7.9 Illumination. S rw,, �w h 63/illurrilitation in accordance suitliSections R303.7 and 8303.8.This section contains references to the illumination provisions of Sections R303.7 and R303.8. The ._TREADs proper illumination of stairways is an important part of � stairway safety. This lighting can assist users by mak- ing sure the level changes do not occur in areas with shadows or in contrasting light, which would make them difficult to see. See the commentary to Sections For SI: 1 inch=25.4 mm. R303.7 and R303.8 for additional information. R311.7.10 Special stairways. Spiral stairways and bulkhead Commentary Figure R311.7.10.1 enclosure stairways shall comply with the requirements of SPIRAL STAIRS Section R311.7 except as specified in Sections R311.7.10.1 and R311.7.10.2. R3e 11.7.10.2 Bulkhead enclosure stairways. Stairwaysys serv- ••Sections 8311.7.10.1 and 8311.7.10,2 are exce ingbulkhead enclosures not part of the required building 1 P egress, providing access from the outside grade level to the tions to the general requirements for stairways as basement shall be exempt from the requirements of Sections prescribed In Section R311 7„ R311.3 and R311.7 where the height from the basement fin- ,R311.7.10.1.1 pairal stairways. The clear width at and below ished floor level to grade adjacent to the stairway is not more the handrails at spiral stairways Shall be not less than 26 than $ feet (2438 mm) and the,grade level opening to the inches (660 nim) and the walkline radius shall be not greater stairway is covered by a bulkhead enclosure with hinged than 24'/µ iriche:s (622 film). Each tread shall have a depth of doors or other approved means, not less thw�gi 6114 inches (171 mrn) at the walkhne Treads shall be identical, and the rise shall be not more than 9'/2 • This section exempts exterior "bulkhead enclosure inches (241 mm). Headroom shall be not less than 6 feet 6 stairways from the landing stairway and handrail inches(1982 mm). requirements found in Chapter 3, and it therefore per- mits '••A spiral stairway is one of two types of special stairs areas situation that has been fairly common in some that the code permits. Although a spiral, stair may be See Commentary Figure R311.7.10,2 for an illus- difficult to use to move furniture from one level to tration of the requirements. Because these stairways another, the code places no limitations on its use are not a part of the building's egress system and within the egress system if it meets the size require- serve only as a convenient way to access the base- ments of this section. A spiral stairway that meets ment from the exterior, the code exemption will not these requirements may provide the only means of greatly affect the occupants' safety. Through this egress from a level within an individual dwelling exemption, the size of the enclosure that is needed to regardless of the occupant load or size of area provide weather protection for the stairway is greatly served. reduced. 3-110 2018 IRC®CODE and COMMENTARY DUE EAST PLANNING,INC. PO BOX 4144 ' EAST HAMPTON,NY 11937 ahli BUILDING DEPT PH. 631.604.6288 'M' WNII OF SIOUTOI t"), WWW.DUEEASTPLANNING.COM r July 20, 2022 Building Department Town of Southold Annex Building 54375 Main Rd Southold, NY 11971 Attn: Nancy Dwyer, Building Inspector Property: 435 Narrow River Rd—Orient SCTM No.: 1000-26-3-10 Dear Nancy, For your continued review of the above-referenced property, enclosed please find the following: • Four (4) original Geotechnical drawings prepared by Soil Mechanics Drilling Corp., dated March 3, 2021; • Four (4) original updated A011, A012, A201, A301, and A801 sheets prepared by LUCID Architecture, dated May 2, 2022, and bubbled with revisions; and, • Four (4) copies of the specs for the HERCULES Vertical Platform Lift. We appreciate your time and attention this matter. Please contact this office if you require an additional information. Sincerely. Shannen McCaffrey HE"..''RGIULES Vertical Platform Lift The AmeriGlide Hercules Platform Lift is a compact and powerful wheelchair lift that is designed for the harsh North American climates. Equiped with a Direct Acme Screw Drive,the HERCULES offers smooth acceleration and deceleration while cutting cabin noise and vibration. j The HERCULES Vertical Platform Lift provides the user a seamless and safe experience.A series of safety features including;emergency stop button, emergency lowering hand-wheel and obstacle detection offer peace of 9 Y 9 P mind when operating the lift. i PERFORMANCE SPECIFICATIONS PLATFORM & CABIN SPECIFICATIONS Use Residential&Commercial Tower Configuration Left&Right Tower Configuration Power Supply 110VAC&24VDC Platform Configuration 0°,90°&180° Drive System Direct Acme Screw Drive Platform Dimension 34"X 54"(864 mm x 1372 mm) Motor 1 HP,24VDC 34"X 60"(864 mm x 1524 mm) 36"X 54"(915 mm x 1372 mm) Maximum Capacity 750lbs(340 kg)or 1000lbs(454 kg) 36'X 60"(915 mm x 1372 mm) Maximum Travel Up to 160 inches(406.4 cm) Custom:30"to 42"W&46"to 66"L Travel Speed 12 feet per minute(0.06 m/s) Cabin Height 42"Standard Cab 80"Outdoor Full Cab Platform Canopy .............36•_........_.._ TRAVEL OPTIONS HERC-44 Travel 44 inches with 72"Tower HERC-64 Travel 64 inches with 92"Tower HERC-78 Travel 78 inches with 108"Tower HERC-98 Travel 98 inches with 126"Tower HERC-115 Travel 115 inches with 158"Tower - — HERC-130 Travel 130 inches with 158"Tower 4.,7., HERC-160 Travel 160 inches with 190"Tower COMPLIANCE INFORMATION E. wr f24, ►. ---- _..60•._...- Certifications CSA 8613,8355,ASME 17.1,ASME 18.1 ._...................._.,.48...................................�y.,. „ , " A m e r i G I i d e Design HERCULES your POWER SUPPLY P m_r. _Eme$mons DOOR AND GAT 5 ''aate� _ _ Orientation TANDARD E__� P ;vl:: Le3�Ga Edit ='_L�i i864 mm x 11 Et�''e; - Ub"'.e_: m��-.eP '' Salety ze i= _ 44„x 60'(864 mm '_:524 rnim; 34"or?� X 42 :sae e_ � VDC5 x U' 2V Batteries Er erg .,gip, Alarm i0 - `.2°, _ ,�,+4 Galvanize SteelMa--'form ='" E�"�§�.,; 1�!ii��-1 372 .3- �8��-"=�'.`1"�. ." ,a.``p�„ S.�S� LOAD CAPACITY E., 915 155 , R �., 4 Wooden Emergency Lowering ev ce 30"X 8' -Interior ,=oe "n Flush Door= Automatic Folding Ramp 7501 LBS Custom:30 to 422 W 46'110 65' m 6' l-loir Flush 1000 LBS 38"X 8O'e ;nte o;Wooden Flush Door Pit Swilches CALL SMT_ONS Continuous Pressure riockeT � a Ws Mounted 36-,X 8W-LeXarE Door Switches 443' 6X _W 18,: 1115" Sur Taco Mounted 3FX��„�ase -L�X��;��r 124W 16T 362,X 802-Steel Fi.-e-Raied 1 Hours Call Post For pricing and or CABIN HEIGHT Top Gate--rams Mounted punted80" �Vi k an Amen'�'rde showroom 42„Stanulard Cabin o Ke,' Online at www a°."�,e ngfide.com 1 By phone,8001-990-8268 0 Outdoor Full Cab pe-15_ - - - T,= Standard 0 olo,,40as 03rey Cabin Canopy_ E 5 y"" � 2flncIte ecl 3.,x.-'iiTi ,`ui?a':Kit". -salor E '-,e, P-'t PLATFORM CONFIGURATION ION Staff iesa Steel 0°Degree 90°Degree 180°Degree TOWN OF SOUTHOLD EDUCATIONAL SEMINARS REQUEST Staff attending educational program: mm 4& Name of Seminar/Conf./Course: .............. /�wz'q"')uT (Please attach brochure to this form.) M Location (City, State) Dates of Seminar: Cost of Seminar: ir-avelcosts, EstLinated Amount Mileage 38q 7.-,-;A, A4,L_er 399 " x 5 _�4 Train/Bus/Plane Town Vehicle Y X_ Lod ink 4 of Nights Cost per night Total Lodging Cost Meals: Included in seminar cost Y X N if not, Cost$ Estimated cost if you answered no above Overtime Costs Employee Replacement Costs Total estimated cost to attend: Is the total cost budgeted? Y _N 't.tend mars. own,B' ard resoA u tu onis needo&for attendance A edti-ibationaYsem Department Head Approval Supervisor Approval Please plan ahead. A resolution is required prior to any town obligation (payment) for the seminar. Please attach this form and a copy of the resolution, if applicable, to all payment requests involving payment to a vendor or an employee reimbursement. Note: Please make sure you bring the appropriate tax exemption forms with you to the seminar The Rules Have Changed... Thermal Imaging Camera safely respond to incidents involving The Firefighter's Guide to Operations hazardous materials in an offensive or This course incorporates (8) hours of defensive mode. This course covers Lightweight Wood Construction portions of OSHA 1910.120 and NFPA This course introduces the student training under live fire conditions along with (4) hours of interactive lecture. 472 for the Hazardous Materials to the special characteristics and Technician. Topics include terminology considerations of Lightweight Students will receive instruction associated with Hazardous Materials Wood Construction. Topics such as on NFPA 1408 and gain the ability responses, use of reference manufacturing methods, component to evaluate their own department's res p compliance. Students are encouraged materials at a hazardous materials awareness, fire performance, and incident, determining appropriate strategies & tactics pertaining to fires to bring their own Thermal Imaging Camerasotherwise one will be decontamination methods and , involving lightweight wood construction the selection and use of chemical will be examined. Primary emphasis is provided. Designed for: MTOs, MFIs and Fire protective clothing. Course uses both on improving fire personnel's ability to lecture and hands-on skill stations. recognize the presence of lightweight Company/District Training Officers g p with responsibilities of training Designed for:All emergency response wood construction and the hazards administration and delivery. personnel related with it. Course material enables Pre-requisites: Firefighter 1 or equivalent Course Length:24 hours the student to recognize the dangers, and Principles of Instruction or Prerequisites: Hazardous Materials First operate safely and better predict the equivalent. Responder Operations, and SCBA overall reaction of a building during fire Materials Fee: $25 medical clearance.Student must be conditions. The course includes three Course Number: 01-14-0021 affiliated with a hazardous materials student activities. Course Length:12 hours response agency to attend regional Designed for: Fire Officers and senior Course Location: Academy classes.Academy offerings are open firefighting personnel. to all. Fire Officers and senior firefighting "�' Course number:01-09-0098 HAZARDOUSAZA S 1 AS Course Location(s):Academy, Locally via Course Length:12 hours Outreach Prerequisites: Basic Exterior Firefighting Hazardous Materials First Operations or equivalent Hazardous Materials Course number: 01-05-0071 Responder Operations Prepares emergency responders to Technician Module 2: Course Location(s):Academy effectively and safely respond to and Interpreting the Hazardous stabilize hazardous materials incidents Environment Refresher Training from a defensive position. Meets the This second in a series of Hazardous The Refresher Training course is a training requirements of OSHA 1910.120 Materials Technician modules unique approach to fire training in New for the first responder, both at the provides emergency response York State. It is designed to address the awareness and operations levels. personnel with skills to interpret and needs of veteran firefighters who have Includes recognizing and identifying better understand the hazardous been trained for some time and are in hazardous materials, classifications environments they will be working need of skill refresher opportunities. and the hazards of each class, in. This course covers portions A course is created by county fire transport vehicles and associated of OSHA 1910.120 and NFPA 472. coordinators to provide targeted hazards, planning for incidents, Topics include the use of chemistry refresher training and will include personal protective equipment and its for the emergency responder; specific skills retraining by selecting limitations, confinement methods and monitoring, detection and identification a series of existing units of instruction decontamination procedures. Case instrumentation; proper sampling from any of the courses listed below. studies identify appropriate operational protocols and identification of Contact your county fire coordinator for procedures. This course is also special response incidents such further information. contained in the Firefighter I course. as Clandestine Laboratories and Designed for: Fire service personnel Designed for: All emergency response Weapons of Mass Destruction/ Course number and length: personnel Terrorism incidents. 01-05-0042,2 units, 6 hours; Course Length: 16 hours Designed for:All emergency response 01-05-0043,3 units,9 hours; Course number:01-09-0071 personnel 01-05-0039,4 units,12 hours Course Location(s):Academy,Locally via Course length:12 hours Prerequisite: Firefighter I(1S)or Outreach Prerequisites: Hazardous Materials equivalent Technician Module One: Primary Courses Offered: Firefighter I, Firefighter Hazardous Materials Skills for the Hazardous Materials II,Apparatus Operator-Pump,Truck Responder.Student must be affiliated Company Operations,Apparatus Technician Module 1: Primary with a hazardous materials response Operator-Aerial Device Skills for the Hazardous agency to attend regional classes. Location: Locally via Outreach Materials Responder Academy offerings are open to all. Emergency response personnel will Course number:01-09-0099 learn basic skills to effectively and Course Location(s):Academy, Locally via 18 Outreach REV'10/2 3/20 Glenn Goldsmith,President Town Hall Annex !,� 54375 Route 25 A. Nicholas Krupski,Vice President P.O.Box 1179 t�. Eric Sepenoski �k Southold,New York 11971 Liz Gillooly 4 Elizabeth Pee les ww Telephone(631) 765-1892 p "b rFax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD February 17, 2022 Robert Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: DAVID GRESHAM & BENJAMIN PARDO 435 NARROW RIVER ROAD, ORIENT SCTM# 1000-26-3-10 Dear Mr. Herrmann: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, February 16, 2022: RESOLVED, that the Southold Town Board of Trustees APPROVE the request for a Transfer of Wetland Permit#9764 from Abby Tannenbaum to David Gresham and Benjamin Pardo, as issued on November 18, 2020 and Amended on March 18, 2021, Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please contact our office at (631) 765-1892. Sincerely, Z� Z oe A Nicholas Krupski, Vice- President Board of Trustees /dd ? asMMI .,t Sid BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 9764, DATE: NQyEMBER 1S 2020 ISSUED TO: ABAY TA'NNENB U'Ml PROPERTY ADDRESS: 435 NARROW IIMR ROAD,ORIENT SCTM# 1000-26-3-10 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on Nonber 18. 2= and in consideration of application fee in the sum of M paid by Abby TannenbAignand subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to remove existing one-story dwelling,detached garage,concrete foundation,and all related structures;construct a new 12,516sq.fL,one-story,single-family dwelling on piling foundation with attached 51 diameter spiral staircase to grade;1623sq.ft.elevated deck;and 428sq.ft.lower deck with 7.71x113'steps; remove existing cesspool,install new UlA sanitary system,and construct 51x6'steps to access elevated OWTS to be raised with f3' high(max.)concrete retaining wall and approximately 84 cubic yards of clean sandy fill to be trucked in from an approved upland source; remove existing well and install new drinking water well;install stormwater drainage system;install pervious crushed shell driveway with edging; and maintain all non-structural surface area of property as an approximately 12,488sq.ft. non-turf buffer;and as depicted on the site plan prepared by TF Engineering,PLLC,last dated September 30,2020,and stamped approved on November 18,2020. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these presents to be subscribed by a majority of the said Board as of the 18'"day of November,2020. +�FF4J 111 1 011iM A, TERMS AND CONDITIONS The Permittee Tannenbaum.residingat 435 Narrow River Road, ent York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages,or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit,and the said Permittee will,at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely,or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents,and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein'authorized,or if,in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights,of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. Glenn Goldsmith,President Town Hell-Annex Michael J.Domino ' 54375 Route 25 A&k Bredem P 1179 e3'er III � � Southold Ne�?v" "orlc 11971 A.Nicholas Krupsid Telephone(631)765-1892 Greg Williams Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD November 24, 2020 Robert E. Herrmann En-Consultants 1319 Noith Sea Road Southampton, NY ,11968 " RE: ABBYTANNENBAUM 435 NARROW' R1 VER KOAD, ORIENT SCTM# 100046-3-10 Dear Mr. Harrm- ann: Th6toard of Town Trustees took fha'foilowing action during its"regular meeting held on Wednesday, November 1S, 2020 regarding the above rh6tter:; WHEREAS, E6-Cdhs6Jtants on behalf of ABBY TANNENBAUM applied to the Southold Town Trustees fora permit under the provisions,of"Chapter 175 of the Southold Town Cade, the Wetland Ordinance of the Town of `aathcld, 'plication dated August 11, 2020, and, WHEREAS; said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Devitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on November 18, 2020, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question.and the surrounding area, and, 2 WHEREAS, the Board has considered all.the testimony and documentation submitted concerning this application, and, + WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as.proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and,- RESOLVED, that the Board of Trustees approve the application of ABBY TANNENBAUM to remove existing one-story dwelling, detached garage, concrete foundation, and all related structures;.construct a new±2,516sq.ft., one-story, single- family dwelling on piling foundation with attached 5' diameter spiral staircase to grade; t623sq.ft. elevated deck; and 428sq.ft. lower deck with 7.7'x±13' steps; remove existing cesspool, install new I//A sanitary system, and construct 5'x6' steps to access elevated, OWTS to be raised with f3' high (max.) concrete retaining wall and approximately 84 cubic yards of clean sandy Rill to be trucked in from sn approved upland source; remove px sfiri'g r ell'ancl install new drinking 'ter` ` "Il jnii afl ift r drainage system install pervious crushed shell drive'. yywith edgI64; am nd aintaln all non-structural ral surfs area of properly as an a proxJmately A ,488sq.fL h,6n:turf buffer, drill as depicted on the site plan prepared'by TF Engineering, PLLO,,fist dated September 30, 2020, and stamped approved on November 18, 2020. ,Permit to construct and complete project will expire two years from the-date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the, date of this notification. Inspections are required at a fee of$50.00-per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, resident, oard of Trustees GG/dd FW CLEAN TWATURC /f tv` f h, AT<R � 21, ww 435 mt- vwms la -umn. --tow T ere axMYs. RIVER W w IT%k it ROAD A _U _j HAMLET OF ORIENT X�—, ww- 4%6 �AR.Ir qZ TOWN OF SOUTHOLD IN, V afmw-�T�m Prq-red Dr. f rm-loem ftm rlc� S --------- 6 -vx wczu cmv.-x A W.W -q^ft$m.W Mum mv--, ZS7 - fw wow-- Uf TREATMENT TANK �2 mwwmo 1-5 Nam CONTROL PANEL J gir ~KAM PaTim m ALLA 11E LATM TO ma N BMW Mvm w cmmKmw 44ELD�m'Fre.3=�Mw m To � $Dmly wacmvmd =-ww- TWAIMff T�TK TWATWff TW IF MOM ABBY TOM" w SCALL FR PIA MM wup m w *axwor �2ff im NAM 23-014 Ex ompom. WX m mt. 11QE MdfYAY. RTX SIE � LAN mu�. lQLMIDnEammlARNRRB CLEANOUT r! P��A L-- a- WLW K�00.N K IA�IM SM YNK0 BY MM M OF MR WE_VU ftft Zd MD W W.IAWA.M IM M W=�MT —AwwRII-HAWM k' -owm. W,2S M-La M 'mm) mv"mf 3.-w M--2m X.M a w —w lei W—m m.a CATER—m 2 =NAU I gA,�m W4.PER M-03&um- RmEwc4m9l wtwwa mVA— � W�w Ko. DATE DESWXN ICL�mm ��o w R%T I FRXTL�=�2s.-. �7m��m"RTMMAT "M L��.35-1� "'."�W� , w M MO—MA'm nlW Ir. WW EDI Fumpco G DtAGRAAWATIC f—IN, W"ft RIN cmm By RK Mt IGM EDZ WHO I&M 7&a Im zw--, -7�mw�w 1000-N-3-70 An om"m mot,zre sw m-� 0 a wmm Z I m w 82 un 199 al T fw= PUMP BASIN 1 5 twm 8 ,,x%omf we tr All 00" r-3T wDRAINFIELD SECTIO n wc M=m Qv Qwli: :rw SEPTIC E3df u5i 1 .ems SUE PLAN I?r NRa Z4 1.M 0 NX APPROVED BY 7 ve ft w i BoARD oF iRusrEEs 4 u W*K. WYNN OF SOUTHOM or am vcumm DATE Akt.0 —A - wW v SEPTIC PROFILE 1-1--N CONCRETE DEADMAN DWNFIELD PROFILE /—m\ C-1 WS c�Dl M", mw~m g 435 _ = _ �s,� r� NARROW 5 m RIVER ROAD r I- HAMLETOF ORIENT �. � a•sem ccs xaux ( TOWN OF ff NN c.,u SOU HOLD Ps zr Prepared By: TP PU'C P.O�BOX 596 mk EL 3,5 11NI-4�vl; m - (/ I k€tom. O FI 110 o M pm aux 1 maws�x 20 aia CQXVRETE RETAIMM WALL DETAIL Lu ffTE s,£MiH a— _MWA m c Q lE9gy IXt€M2 3t@-n a_vmm"KY rx= rmr m zxE _. S rAiS#1 =—Pon{5 T§ r£ s -mcem -b'"s. Yi. 037E �iKW CKW or. PNC M.®Z DMM ft eInER APkPgA F=€Z cETlnrrEp erg - � 4a— ��r�Y � - -i a(T R mro ac« FTy®j .26-310 ru rE - tAv moi PMATEVVELL wns a . SEPTIC '- zeu.E rmTmc maE nxanadtxi `=' sp \�Nm S11�7�.E PIA acus am uv s;smsm mte uuaruxx@ -.—..;. � RETAJNIN YPGaY GWR S ��f-c��F �`r= DCf 13 G r� iin C+2 14EW YORK STATE DEP RT I' "r, OF EN `IR.ONI E °'I"A.L CONSERvATiON Division of Environmental Petmits,Region 1 SUNY®Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 www.dec.ny.gov LETTER OF RQAVRISDICTION October 28, 2020 Ms. Abby Tannenbaum 15 Sheridan Square Apt. 1 G New York, N.Y. 10014 Re: Application #1-4738-04760!00001 Facility: 435 Narrow River Rd., Orient SCTM# 1000-26-3-10 Dear Ms. Tannenbaum: Based on the information you submitted the Department of Environmental Conservation has determined that the above property landward of the functional, asphalt road (Narrow River Rd.) greater than 100 feet in length, (as shown on the survey prepared by Kenneth M. Woychuk dated Jan. 18, 2020), which was constructed prior to August 20, 1977 as seen on the Tidal Wetland Map#726-556, is beyond the jurisdiction of the Article 25 Tidal Wetlands Act. In addition, the Department of Environmental Conservation (DEC) has determined that the referenced parcel is more than 100 feet from NYSDEC regulated freshwater wetlands (FWW#O-10). Our freshwater field biologist has determined the"wetland boundary as delineated by En-Consultants 11-7-19" on the southwestern area of the referenced survey is not part of the state-mapped wetland. Therefore, no permit is required pursuant to the Tidal Wetlands Act (Article 25) and the Freshwater Wetlands Act (Article 24) and their implementing regulations (6NYCRR Part 661 and Part 663), respectively. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15'wide construction area) or erecting a temporary fence, barrier, or hay bale berm. 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. Zerely„ , µ t . w. .,. • Sherri Aicher Deputy Regional Permit Administrator Cc: En-Consultants, BoEH, BMHP, File mairuovdr+rgsranab ° CX46Wn'�MY;gRaLD Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O. Box 1179 .,. ..m ._ ..W.. _.-... ------ BUILDING-DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND OR TIMBER CONSTRUCTION Datq:: 2Z Owner: t p Locatia-h of Properly: w Please eke notice that tl b pck a ►plicable,lihe): � . New commerciot��o�feiia4 15tructure_ .. Addition to e4,400§' amm0r4tAl:or residential structure Rellabilitatibn 6•^ n eistn °Z iramercial or residential structure to be constru k cl;or per ormed`at the subj6ct property reference above will utilize (check applicable,cine), True type p ;ruction ("TT) Pre-engineers, oqd construction (PW) Timber con tr666 b (To in the fol . .......w.__ Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: .,...�,, w Ze (pe1 son submitting this form): city (check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE RED REFLECTIVE WHITE PANTONE #187 1/217 The construction type S"T"ROKE designation shall be S6177 cc1177I g1177, 111V"or 66V77 to indicate the construction classification of the structure under DESIGNATION FOR.. STRUCTURAL section 602 of the BCNYS COMPONENTS THAT ARE OF TRUSS TYPE CONSTRUCTION "F» FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS "R77 ROOF FRAMING 66FR17 FLOOR AND ROOF FRAMING STANDARDS AND CODES ........ �� r, Scott A. Russell - � ST�O�][�I��][\�vA\T]ER, SUPERVISOR MANAGEMENT EM]ENT SOU'ITIOLD TOWN HALL-P.O.Box 1179 V' 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT ][NVOLVl»; ANY OF THE FOLLOWING. Yes No (CHECK ALL THAT APPLY) [ID A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. 13113. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. 02,0. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, If ' P � �.�. apply- X w.. �. .. ........w y t P mwater Management project. Signature, ontact-Information-Date_ ,_Count Tax,Map Number. _ Chapter,236-does-not _. . es.not a 1 - you answered YES to one or more of the above lease submit Two copies of a Stor a nent Control Plan and a completed Check List Form to the Building Department with: your Building Permit ,application. A,GroDwCG':`ANI: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date. �b,,dec,t tvA�w�e: �� r " Section Block Lot 6s.t�irri F0R, Kau p Reviewed By: � '" 1,,. � 7 bV01'k: �Oppra�ec).�_� [ ... alL tnitlrn� f.crnt�:,. . t tm J V r�C akt)t7� c't" ...—._ .., ... .._, i. �� .. ...�. vi Coils[ iot _.. ..... StornmalerrMana<ement Control Elan 1401 Regutrec F, _Al_ ...�.„,�... ..._._._..,_._.. Slclrn7walcr I``ILsnuccrrrenl C:crntrol Flan r„ Iie� n ...�...... � � gutted. (Foi-ward to Engirteciow Deparimenl lot- Revtew.) F()leiM ” Sid UP - 'FOS MAY 2014 APPLICANT. CHAPTER 236 S.C.T.Mf 1000 (property Owner,Design Professional, gent.Contractor,Other) b- (} - Ir ` 26 3 10 Stormwater Management Control Plan CHECK LIST \ANIG. � ( ��' Section ;Block Lot ' S M C P -Plan Requirements: Provide ONE co of the Building Permit Application. s_ � q PY � PP Date: r * The applicant must provide a Complete Explanation and/or Ream for not providing all Information that has been Required by the following Checklist! I. A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Ju tification Here! Yh NO NA show all of the following items: If you need additional room for explanations, Please Provie additional Paper. a. Location & Description of Property Boundaries b. Total Site Acreage, c. Existing Natural & Man Made Features within 500 L.F. E of the Site Boundary as required by §236-17(CX2). d. "rest Hole Data Indicating Soil Characteristics& Depth to Ground Water. e. Limits of Clearer g & Area of Proposed Land Disturbance. f. Existing & Proposed Contours of the Site (Minimum2'Intervals) g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements & utilities. h. Spol Grades& Finish Floor Elevations for all existing & Pr'oposecl sL'uctures. _ I. Location of proposed Swimming Pool and discharge ring. No swimminq pool proposed I. Location of proposed Soil Stockpile Area(s). - k. Location of proposed Construction Entrance/Staging Mea(s). I. Location of proposed concrete washout area(s). m. Location of all proposed erosion&sediment control measures. _- 2. Stormwater Management Control Plan must include Calculitions showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items teguir t , details shall include but not be limited to: a. Erosion & Sediment Controls. b. Construction Entrance & Site Access. c. Inlet Drainage St RIM res (e.g,catch basins,trench drains,etc.) d. Leaching Structures (e.q, infiltration basins,swag,etc.( z I r'l; i.'X( N1J.:RIN(a DE]P :RTiNIENT USE ONLY l 1 Additional Information is Required. Reviewed & I Stormwater Management Control Plan isNot Complete. .Approved By: ! — «Q - ® 1 - - - - - - - - - - - - - - - ..,. - - - 1 Stormwater Management Control Plan is complete. Date: t SMCP has been approved by the Engineering Department. I ; FORM " SNVCP Check List -TOS MAY 2014 C�J( Generated by REScheck-Web Software Compliance Certificate Project 435 Narrow River Road (VE) Energy Code: 2018 IECC Location: Miller Place, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area- 21508 ft2 Glazing Area 40% Climate Zone: 4 (5232 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 435 Narrow River Road Due East Planning Tom Baccarella Orient, NY 11957 PO Box 4144 NY Building Technology Group East Hampton, NY 11937 159 NY 25A (631) 604-6288 West Building, Suite B Susan@dueeastplanning.com Miller Place, NY 11764 631-495-0289 Info@NYBTG.com Compliance: 7.7%Better Than Code Maximum UA: 556 Your UA: 513 Maximum SHGC: 0.40 Your SHGC: 0.21 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. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envel �r Ceiling-Flat roof-tapered under EPDM 10" LD 2,026 30.0 3.2 0.031 0.026 63 53 foam: Cathedral Ceiling Wall to amb-2" Flash and Batt: Wood Frame, 16" 1,715 27.0 0.0 0.051 0.060 38 44 O.C. Door-Solar Innovations G2 366 Sliding: Glass Door (over 50%glazing) 423 0.320 0.320 135 135 SHGC: 0.20 Window Solar Innovations G2 -366 Fixed: Metal Frame w/Thermal Break 270 0.300 0.320 81 86 SHGC: 0.23 Window-Solar Innovations G2 366 Fixed/Operable: Metal Frame w/Thermal Break 282 0.320 0.320 90 90 SHGC: 0.20 Wall-above grade Breakaway foundation: Wood 851 28.0 0.0 0.050 0.060 38 46 Frame, 16" o.c. Door-Entry-1.75 Flush Solid Core: Solid Door 28 0.330 0.320 9 9 (under 50%glazing) Project Title: 435 Narrow River Road (VE) Report date: 04/11/22 Data filename: Page 1 of 10 --- ---------------- Window-Solar Innovations G2 366: Metal Frame w/ Thermal Break 63 0.320 0.320 20 20 SHGC: 0.20 Floor over amb-3" HD foam w/R19 Batt: All-Wood 1,544 40.0 0.0 0.025 0.047 39 73 joist/Truss Floor:Slab-On-Grade (Unheated) 95 10.0 0.540 0.540 0 0 Insulation depth: 2.0' Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Tom Baccarella � � --� � _ 04/12/2022 Kame-"rine a Date Project Title: 435 Narrow River Road (VE) Report date: 04/11/22 Data filename: Page 2 of 10 REScheck Software Version : REScheck-Web C�(J Inspection Checklist Energy Code: 2018 IECC Requirements: 97.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. -- Veri._ R, ,-.i w nValueVal lue fie Fielfied �., tion # Pre-Inspection/Plan Review Complies Comments/Assumptions & Re M...._. 103.1, Construction drawings and EComplies :Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable construction documents. 103 1, :Construction drawings and ElComplies Requirement will be met. 103.2, :documentation demonstrate Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems. '❑Not Observable �� Systems serving multipleONot.Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. _ 302.1, _ Heating and cooling equipment is. Heating: g Heatin _ ;❑ m Copliesw.`Requirement will bemet. _.._.w 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: ;❑Not Observable Manual J or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: i p1 H c h Im µact(Tier 1� 2 w 3 Low_Impact(Tdium Impct(Ti!Me ._. Project Title: 435 Narrow River Road (VE) Report date: 04/11/22 Data filename: Page 3 of 10 Section lie i _ e Foundation inspeCot w_.n. _._est,. _ Comments/Assumptions ntsNAsstnptlonsiifld µief value Value l� e 4021.2 Slab edge insulation R-value. ,- - R- OComplies Sea-the Envefope Assemblies (FO1)1 Unheated E3 Unheated CDoes Not table for vatue.s. k ® Heated ® Heated nNot Observable �ONot Applicable ............... 402.1, µm Slab edge insulation _�....... ... Q_..w_ ft ;Q-Complies �',NSee the Envelope Assemblies ('F03)1 depth/length. El Does Not table for values. vE.JNot Observable 9INot Applicable __... _.m. _......_... _.... �...._... , ,. u.. .. ._ ..... _ _.. .. .. _... .. mmm_._.. 303,2,1 A protective covering is installed ;nComplies Exception: Requirement is (F01 I]' to protect exposed exterior ElDoes Not not applicable. t,� insulation and extends a minimum of 6 in. below grade. E]Not Observable ,E]Not Applicable 4O3, D Snow-and ice-melting system Complies Exception:..�.....qis.__'..e...__.....Requirement is (1`0121� controls installed. 'CCDoes Not not applicable. v f[ Not Observable ; E]Not Applicable Additional Comments/Assumptions: 1 klMcyh Impact(Tier 1) 2 ..�._ ........... _m ._.. .... edium ImpacT2) Te3) we ww.w Project Title: 435 Narrow River Road (VE) Report date: 04/11/22 Data filename: Page 4 of 10 &S..e..ct.ion Plains;luefieelVerified # Framm Framing Inspection ValueComplies?. .. ._ comments/Assumptions omments/A.s_s_u..m_..pM. ons ,eq ID _. _. 402,1.1, Door U-factor, U- U- ;❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 [:]Not Observable ❑Not Applicable 402...� �,.,,,.w_..,.,.:Glazing (area-weighted U_ __.........................�. .,.,�.............-..-....��;�...�..�.wwwww....__._......,.._....__..._____ww._.....,.�. 'g ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 402.5 ❑Not Observable ; [FR2]1 ❑Not Applicable 303.1.3 U-factors of fenestration products " - � ElComplies_ Requirement will be met. [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or taken from the default table. [-]Not Observable ; ❑Not Applicable 402.4.1.1 :Air barrier and thermal barrier Complies Requirement nt will b_ ......�_,..__..... Re uirement will be met. [FR23]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies 'Requirement will be met. [FR20]1 'is listed and labeled as meeting ❑Does Not :AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. 2,4.5 'IC-rated �m.�,_.._,,�.__....w.......w._..ww....,�....,..�_-,.__,.�._.._._..,. ._M.m., .....-... . 40 ted recessed lighting fixtures flComplies Requirement will be met. [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.3.1. sUpply..and return ducts in attics ❑Complies 'Exception: Ducts located [FR12]1 'insulated >= R-8 where duct is ❑Does Not completely inside the >= 3 inches in diameter and >_ [-]Not Observable building envelope. R-6 where < 3 inches. Supply and return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 ' ,for< 3 inches in diameter. 403.3.2 .Ducts, air handlers and filter P,._._._lies Requirement,,,,.�..�_.-......�„�.. ❑Com will be met. [FR13]1 :boxes are sealed with ❑Does Not joints/seams compliant with ;International Mechanical Code or ❑Not Observable International Residential Code, as ❑Not Applicable _. . applicable. .............. ..-.... . 403.3.5 Building cavities are not used as - ❑lCompliesRequirement will be met„ [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable r❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ❑Complies 'Requirement will be met„ [FR17]2 above 105°F or chilled fluids ❑Does Not f below 55 °F are insulated to >_R- 3 ;❑Not Observable ; ❑Not Applicable '.403,4.1 Protection of insulation on HVAC '❑Complies 'Requirement will be met. [FR24]1 piping. ❑Does Not ❑Not Observable 'f .❑Not Applicable 03.5.3 Hot water pipes are insulated to R- R lComplies Requirement will be met. [FR18]2 >_R-3. ❑Does Not ❑Not Observable ; ❑Not Applicable .....� .��__..J g p _. ..... _. 1 Hi h Im act(Tier 1) 2 Medium Im act(Tier 2) 3 Low Im act (Tier 3) ��. ................_,,,,,,,� i ._.. �..k. w_ Project Title: 435 Narrow River Road (VE) Report date: 04/11/22 Data filename: Page 5 of 10 st ra lte l q Uryra +l_� � Rough-in ug l oleelfledComplies? Comments/Assumptions aluValue �_ .w. .. _w .. _....- 4016 Automatic or gravity dampers art ® omplies (FR191^" installed on all outdoor air ODoes Not intakes and exhausts. ,;[]Not Observable ; EINot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) Medium Impact C"Tier 2) "� Low Iml>at('l"ier 3) _..w_.....�................._..M_.....�._..�........___._ .ww_ �__ww .__.w_www ..�........�._____._w_...._____.....�. Project Title: 435 Narrow River Road (VE) Report date: 04/11/22 Data filename: Page 6 of 10 Re�o1D ion, Planfie di . . label ._ . Valued gFiel Value installed insulatiofied„ .... _.w.v..w. .._., ptions w_. # Insulation Inspection p, Complies? Comments/Assum 303.1 All is ed ❑Complies Requirement will be met. [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable R lcompNot table e Envelope Assemblies [1Floor insulation R-valueR es 402.1.1,.._ . _ ies 402.2.6 ❑ Wood ❑ Wood N11 ❑ Steel ❑ Steel ❑Not Observable i ❑Not Applicable .....www.,._.. .,_,__. ...._�...... ................................. 303.2, Floor insulation installed per ,❑Complies Requirement will be met. 402.2.8 'manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the ❑Not Observable underside of the subfloor, or floor :framing cavity insulation is in ❑Not Applicable contact with the top side of :sheathing, or continuous insulation is installed on the underside offloorframing and extends from the bottom to the top of all perimeter floor framing members. 402.2.5,1.1, .._Wall insulation wall with at least /z th th �� OCo p � mass M. .. 1 ,..,,.,e ❑nWood ,,,.._. Wood ❑Does Not ....�._.......�w.v......_..w_...�.........,�..� 402.2.6 wall insulation R value. If this is a R- R- ❑Oom lies See the Envelope Assemblies table for values. on the wall ❑ Mass ❑ Mass ❑Not Observable [I1\13]1 exterior,the exterior insulation requirement applies (FR10). ❑ Steel E] Steel ❑Not Applicable 03.2 Wall insulation is installed per ❑Com lies 'Requirement will be met, [I1\14]1 manufacturer's instructions. ❑Does Not =❑Not Observable ❑Not Applicable Additional Comments/Assumptions: �1 Hi h Im act(Tier 1) 2 Medium Im act(Tier 2) 3 Low lmpac � _ P.... . p�w_..........__.......�,.... t(Tier 3) Project Title: 435 Narrow River Road (VE) Report date: 04/11/22 Data filename: Page 7 of 10 V. _ Plans efied.._ . Fiel l fie Final Inspection Provisions slI Value Complies? Comments/Assumptions _ .._..,....._� _�... ,,,w_,www�.-�....._ ..._ .... .�..ww_� ......._. 402.1.1, Ceiling insulation R-value, R- R- ;❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood E] Wood ❑Does Not ,table for values. 402.2.2, Steel ❑ Steel ❑Not Observable ; 402.2.6 ❑Not Applicable [FI1] 303.1.1.1 . ................�..-....,...._ _......_.___..._www-www__---www.;... ...— -w_._.........._........................... - Ceiling insulation installed per ❑Complies Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [F12]1 Blown insulation marked every :300 ft2. ❑Not Observable ❑Not Applicable _ � �_.. .., � ,., , ...... .,.._. . i..,-----. 40 .23 Vented attics ithairardeble ❑Complies :Exception: Requirement ent is 122int ❑Does Not not applicable. to soffit and eave vents that .extends over insulation. ❑Not Observable ❑Not Applicable .._.... .,.,.,Attic access hatch and door ..... ... .,R_,._.0 ,._R .e.:.�._ ,,...�..��..�..,,.❑Co . ....-.��. ._ 402.2.4 mplies ;Requirement will be met [F13]1 insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 --.....__..........WM-ACH 50 = ❑Com lies `Require.. [F117] ach in Climate Zones 1-2, and ❑Doe sNot Requirement will be met. 1 �- <=3 ach in Climate Zones 3-8. .[:]Not Observable :❑Not Applicable 02]13 Ducts'determine airsuret leakage with o ft cfm/100 2.. ,..Cf. �,...0 ElCoes Not._ ... _ handler on:Al. .............._...___w air ..... pressure ,.w m(100 ❑Complies Exception: I ducts and air are located within either: Rough-in test:Total ;❑Nat Observable conditioned space. leakage measured with a pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total :leakage measured with a pressure differential of 0.1 inch w.g. across the entire system ;including the manufacturer's air 'handler enclosure. ....,M. .____„ ...........................�M.�.�..M�_. ....w........w_w_.-,......................................................... .. ...... ....... _..�w.......... 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies Exception: All ducts and air [F14]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not handlers are located within <=3 cfm/100 ft2 without air ❑Not Observable :conditioned space. handler @ 25 Pa. For rough-in tests, verification may need to ❑Not Applicable occur during Framing Inspection .. ,_...__w._... v. _..__..__. __......------------- 403.3,2.1 Air handler leakage designated ' Complies Requirement will be met. [F124]1 by manufacturer at <=2% of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 40.... ,u...�- 3.1.1 'Programmable thermostats ❑Complies.__. Requirement will be met. [F19]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications, ❑Not Applicable ... 40.,,..1.2 Heat pump thermostat installed _. ..,. ........... � _.w.ww„ww _... ......_.w ,,,..... _ ._. ._. _._w_w. 3 d ❑Complies Requirement will be met. [FI10]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable M 403.5.1 Circulating service hot water ❑Complies Requirement will be met. [Fl11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 1 Hi h Im acm 1) 2 Medium Impact(Tir 2) 3 ow pact(Tier 3) g p t (Tier � Low Im ac _. ,N...._....... ...........�a µ.w.._,__.._._.... ... .. ......._...— Project Title: 435 Narrow River Road (VE) Report date: 04/11/22 Data filename: Page 8 of 10 Section _ Pr ... -. .. Plant/luefiedField ri; d .. .. ._.._.p_ .. .. . w. & Re IDn�F�..... . . #� nal Inspection Provisions Com lies Comments/Assumptions 403.6.1 All mechanical ventilation system ❑Complies Requirement will be met. [FI25]2 fans not part of tested and listed - ❑Does Not HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable ❑ R403.6.1. Not Applicable .... _MMM_..... ..._..--wwwww_wwww.�M 403.2 Hot water boilers supplying heat ❑Complies Requirement will be met. [F126]2 :through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water '❑Not Observable temperature based on outdoor ❑Not Applicable temperature._ ........................... .._..__..... 403.5.1.1 Heated water circulation� �. ..m.._. �� systems . ❑Complies 'Requirement will be met. [F128]2 :have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ;❑Not Observable pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are :not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump 'when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems� ,OComplies _ Exception. Requirement is v [F129]2 comply with IEEE 515.1 or UL ❑Does Not not applicable. 515. Controls automatically :adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. .5.2 Demand recirculation water 40 'OComplie " Exception: Requirement is 3 s [F130]2 'systems have controls that !❑Does Not not applicable. manage operation of the pump 'and limit the temperature of the ❑Not Observable :water entering the cold water ❑Not Applicable piping to <= 104°F. _.... .. _._........ . 403.5.4 Drain water heat recovery units '❑Complies Exception: Requirement is [F131]2 tested in accordance with CSA ❑Does Not not applicable. 855.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units < 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units< 2 psi for individual units connected to three or more showers. 404 _,�.,.... ..., w.w.._w..._w ......_.. 1 90%or more of permanent .❑Complies Requirement will be met. [F16]1 fixtures have high efficacy lamps., ❑Does Not ❑Not Observable ; ❑Not Applicable �.....�... ...ww...... 404.1.1 Fuel gas lighting systems have ❑Complies Exception: Requirement is [F123]3 no continuous pilot light. EDoes Not not applicable. ❑Not Observable ; ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies 'Requirement will be met. [F17]2 ,❑Does Not ❑Not Observable ❑Not Applicable 1 H i h7: ..................._....___M... _v_.. wwwwww.... _.. ww._._......._._....... .... mlaac (Tier 1) 2 Medium Impact(Tier 2)� -1 3 Low Impact(Tier 3) Project Title: 435 Narrow River Road (VE) Report date: 04/11/22 Data filename: Page 9 of 10 Tetia ..�...... ........ ......_ � la .,. ,.. ,.. . ...e...s?..........,. Comments/Assumptions Value VleeEe Final Inspection Provisions 3033 Manufacturer manuals [ omplies .�. ;Require.... w:....�,.� ..._. ._._ Re � ment will be met. [FI1,813 mechanical and water heating ElDoes Not systems have been provided. ( Not Observable ... __..�.._ °CNot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1} 2 Medium Impact(T`ier°2} { 1 }Law Impact("rover 3} i Project Title: 435 Narrow River Road (VE) Report date: 04/11/22 Data filename: Page 10 of 10 CD X96. 3 - /U o �\ SITE C-) IMPROVED INFORMATION Co \ �I ..7 SCTM# 1000-26-3-10 � EL 2.6' E AREA - 18,870 SQ FT (0.43 ACRES) �l y a-� o ,, � 18,492 SQ FT (WITHOUT WETLANDS 18,870 SF - 315 SF) i CD - = I \ 0 h A�9 435 o � A �' LIMITS OF DISTURBANCE: 16,804 SF (0.39 ACRE) / 9p \ , , _ I` � Q HAMLET OF ORIENT rr , ; , -. �,( d 9 i NARROW NARROW /. �;,,, , 1`J t. �)� <, ,- / § TOWN OF SOUTHOLD � / ` o P , f RIVER SUFFOLK COUNTY ' `' KIPPE �, ~] VERTICAL DATUM - NAVD 1988 FAi` t ,- i > I , . / RS �CHQRD Sj �� BOUNDARY AND TOPOGRAPHY BY FIELD MEASUREMENT BY KENNETH M. RIVER WOYCHUK LAND SURVEYING, PLLC DATED JANUARY 18, 2020. Z +'>:,P t � E t a ��^ \��> / Q Qom/ / ROAD 11� i l`' '`i '.1 "� ? l f`1 :��";"mm�-� / � ` ��9�. � EARTHWORK ,,u I 9 u, PRM R� CUT 26 C.Y. J / \, O �' OLS F FILL 49 + C.Y. � / / �G�\ NET IMPORT 23 C.Y. � \, 0- go /� �P m % ' ° / � A �o HAMLET OF O �ti c-1 y f �� 11 ORIENT r a�� 7 _� s T_ F c/� cY �y o ��,, `�� TOWN OF � IMPROVED / ,- O yF .A,� i ,/'Z \ �� SOUTHOLD CD " w ,,,� sd" EXIST CONTOURS, TYP ',� ORIENT HARBOR PROJECT SITE a TEMPORARY EROSION & SEDIMENT CONTROL (TESC) SEQUENCING ', GIDS BAY 1. HOLD THE PRE-CONSTRUCTION MEETING. Prepared By: �I0 / Iz � \ SLAVES BURYING GROUND 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR. All r "�° �% / �'- ro \,\, 3. FLAG AND INSTALL PROJECT LIMITING FENCE / LIMITS OF DISTURBENCE. � ,�� •• t 4. DESIGNATE STOCKPILE AND MATERIAL STORAGE AREAS. O k,) ° /,r ` O 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE. Q 1 . /. / 1 \ 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, HAY DIKE, ETC.). 7. GRADE AND STABIL[ZE TEMPORARY CONSTRUCTION PARKING. z 8. COMPLETE MASS GRADING OF THE SITE. Lo / -,' `- _ ° E VICINITY MAP \ 9. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH NEW YORK STATE EL 2.8' / STANDARDS AND MANUFACTURERS RECOMMENDATIONS. TF Engineering, PLLC � y� .•� ,'° / \ \ SCALE 1 = 1000 O ,, . / �_. , . \ 10. RELOCATE EROSION CONTROL MEASURES, OR INSTALL NEW MEASURES TO STAY P.O. BOX 596 O 1 i-1 ,. 1,1",, U \ ` s IN COMPLIANCE WITH NEW YORK STATE STANDARDS. N \ sr IMPROVED SAG HARBOR, NY 11963 � r w i �' _ °° 11. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS C) 0 / p`,`; 11-1 \ ; ` ° ` o' DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, O o 0.6 BROWN SANDY LOAM (OL) N Fj,,,,, I \ '_" of WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING, OR EQUIVALENT. U) \ N �o ELEVATION 3.7 12. CONSTRUCT STORMWATER CHAMBERS. � \\ 1 ` s�'S 13. STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE. N LLj / \ BROWN 14. SEED, SOD, STABILIZE, OR COVER ANY AREAS TO REMAIN UNWORKED FOR MORE OF NEW cr_ LIMITS OF DISTURBENCE ` _� \ ` v LOAMY SAND THAN 30 DAYS. Q.,�O�Np`fNE 15. UPON COMPLETION OF THE PROJECT STABILIZE ALL DISTURBED AREAS. LLj li � CONSTRUCTION MATERIAL STORAGE SM 16. REMOVE TEMPORARY EROSION CONTROL MEASURES. ( \\ x NIS\ �o ` GW EL 12' µ'� � ° , \ 0.6' CLAYEY SAND LSC) s o o \ \ Cd �� LOCATION \\� ' � . '94bFESS0% Co � PROP BUILDING ` � �, , �`� i ` 06/01/2022 9:58:43 AM PROP RETAINING WALL FOR SANITARY O STORAGE POD 40 � SEE SEPTIC SITEPLAN BY TF i ` ` Cn SAND SP ENGINEERING PLLC DATED 2/2/2021 \ ) ',\ `�.. TEMPORARY EROSION & SEDIMENT CONTROL (TESC) NOTES zU-i \ \ ..� \. PROP BUILDING LOCATION `' • 1. IN ACCORDANCE WITH THE PROVISIONS OF THE USEPA GENERAL PERMIT, TOWN OF SILT FENCE / PROJECT •V .11 \1 I,\ '°\,a SOUTHOLD AND NYS DEC, DURING THE COURSE OF CONSTRUCTION, CERTAIN EROSION ' ` "` 3 AND SEDIMENT CONTROL MEASURES MAY BECOME NECESSARY TO PREVENT THE "' LIMITING FENCE TYP ` ' ` TRANSPORT OF SEDIMENT TO OFF,-SITE AREAS, PONDS, WATER COURSES, DRAINAGE r-- \ " I \° ` r,,._w _, \ \\ RECHARGE BASINS, ETC. ACTUAL EROSION CONTROL MEASURES WILL BE C) I K, 1�wD 0% �. �. C-3 C-5,� / U,1, ,4 f\. �\ 1*_� (D TEST HOLE INFORMATION DICTATED BY FIELD CONDITIONS AS CONSTRUCTION PROGRESSES BUT THE OWNER: ABBY TANNENBAUM a_ t f�.:� �� C-3 C-5 r` _�_ _\ ` CONCRETE WASHOUT PITS BY K. WOYCHUCK LS, 1/15/20 FOLLOWING GENERAL CONDITIONS SHALL BE OBSERVED. SCALE: PER PLAN o L__� ,� �� l� �� - '� � ,`' o �\ �'` �' \ � HIGHEST EXPECTED GROUNDWATER 2. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AND REMAIN UNDISTURBED. ,�, , , - -3,,, i �•• \ ` �, `\\ e'�,�� ,� I PROP DECK LOCATION \\ ELEVATION 1.2' TEST HOLE. 3. CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO MINIMIZE THE SIZE OF JOB NUMBER: 20-014 _j i `\ EXPOSED AREAS AND THE LENGTH OF TIME THAT AREAS ARE EXPOSED. ALL EXCESS `• '` 11__________� ` ' MATERIALS THAT CANNOT BE CONTAINED IN THE TOPSOIL STOCKPILE AREA SHALL w ,', i I II 5', •�• ` \ BE TRUCKED OFF SITE AND DISPOSED OF IN AN APPROVED DISPOSAL FACILITY. � `�,1 ' IMPORTED MATERIALS SHALL BE CLEAN SOILS FROM AN APPROVED UPLAND SOURCE. i R r r" t r - x tib,' 1 F,ti ."- I" ;�1. ) ;- -; �• \\ \\,I / 4. THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED TO REDUCE C> � 1 � �• ` RUNOFF VELOCITIES. % � (, \ TOPSOIL STOCKPILE 5. SEDIMENT SHALL BE RETAINED ON THE SITE. ,' I r� �, 11 ,".... / FLOW 6. SPECIFIC SEDIMENT CONTROL METHODS AND MATERIALS EMPLOYED IN THE �,` INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM {,t`- - ' , TO THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL. I EXIST WELL &%% 2. ,,� \ / � �' / 7. SEDIMENT BARRIERS (SILT FENCES, HAY BALES OR APPROVED EQUAL) SHALL BE 1 y� f / INSTALLED AS REQUIRED ALONG THE LIMITS OF DISTURBANCE FOR THE DURATION 11 °�;• �;' 1 / OF THE WORK. NO SEDIMENT FROM THE SITE SHALL BE PERMITTED TO WASH ONTO ADJACENT PROPERTIES WETLANDS OR ROADS. IMPROVED ��• �j`,` °.� 8. GRADED AND STRIPPED AND STOCKPILES SHALL / �' r.,=I a' L BE KEPT STABILIZED / *� \ ;, _ THROUGH THE USE OF TEMPORARY SEEDING AS REQUIRED SEED MIXTURES SHALL [-� I •• F_"f 7 \�� \" ,I ��"�%Y/x" EL 3.2' BE IN ACCORDANCE WITH THE NATIONAL RESOURCES CONSERVATION SERVICE EXIST WELL /� �r- +__ TEST ./ ,. € -- HOLE r RECOMMENDATIONS. N0. DATE DESCRIPTION r... .. o % . >'„' ��, F; ,-o �; /\ '' . , '; �✓ 9. INSPECTION AND MAINTENANCE OF EROSION CONTROL MEASURES ARE TO BE �/ -, PERFORMED DAILY BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION DRAWN BY: ' L� FOR THE DAY AND AFTER HEAVY OR PROLONGED STORMS. MA EDZ WETLAND BOUNDARY AS ,� / ;. \ r.\ Y\Y .. `, �" ' �., ' , / % ,, , ,e,,,,� t\ I_ INCLUDE\firs-._ t tx.. ✓ \%\ �r',\ �' :' - MAINTENANCE MEASURES / DELINEATED BY " ' - ',� X ,°, .!��' � /`\ f / :\�\;° \'\\ '`�\\ ;: ! ,I ,,�\`'� EXIST WELL TO REMAIN N LUDE BUT ARE NOT LIMITED T0, CLEARING AND/OR REPAIR OF SEDIMENT BASINS ,t �;'•,. `v. '`. �� , _ �' E'.'� OR TRAPS, SEDIMENT BARRIERS, BERMS DIVERSIONS AND INLET PROTECTION. DESIGNED BY: DWR EN-CONSULTANTS 11/7/19, ,.. ,;"; � ` ; " ;,'. ,°', 'r" SOLID WASTE / r\y ` ,`� ,r ,>`\ �. ✓� 10. APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING CONSTRUCTION. y ' �> - CHECKED f!;`;f; ;; 'N ` _ .; `;,/, EC ED BY: DWR KMS % ; , �. DISPOSAL DUMPSTER . u /. . / , ;: ; ' 11. A STA3ILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT SOIL / ., ,, „. , ,' - , , , _„ , AND LOOSE DEBRIS FROM BEING TRACKED ONTO LOCAL ROADS. THE CONSTRUCTION �'/ :':'/, PERVIOUS - __ :: :: :�_ --' X .j ;.`r PORTABLE TOILET: DA " , ,`-' ENTRANCE SHALL BE MAINTAINED UNTIL THE SITE IS PERMANENTLY STABILIZED. MAY 31, 2022 ,,- F:F, •• 'TEMPORARY y , , / `,"<.,f-".:/.• ', ,' ;.� ;,�,;.,.,:'...� \ I,k '= 12. SEDIMENT BARRIERS AND OTHER EROSION CONTROL, MEASURES SHALL REMAIN IN ,. , ;; .: , „ „ , r.e,- CONSTRUCTION "�, ` / s y � - ,, / - PLACE U \ . UNTIL UPLAND DISTURBED AREAS ARE PERMANENTLY STABILIZED. AF \ = TER f :.�', , PARKING / '. < r, PERMANENT STABILIZATION,T BILIZA - TION PAVED AREAS SHALL B z ",,,� `-�: � E CLEANED. /. - 4 .. , \`\ / ;',:>; •• >\ . : ! y', / .\ y\ ; , ` " , ; -, � ,._, �-; 13. EARTHWORK CALCULATIONS ARE FOR PERMIT USE # -26-3-10: C� `\ `� IMPROVED � \ EL 2.61 '- ; `•. 435 \. . > n� , �I--' 2. -) •\! NARROW r \ + ' . /'r t4,s ki F ? X11, `•\ RIVER z r - `,j�_I..�f i!'`1(-7 ' _�� < •' GRADE BREAK N `! ROAD w J \! •` o. '' •• H AMLET OF � .•�,�' /' `„' /"� �� \ 31 HORIZONTAL TO op /' �\ ` 1' VERTICAL MAX F__ ° �` / \ \\ \ % . � �� r°~ //' \\ \\ \` EL 4.51 ORIENT = IMPROVED \ /' / ` \ TOWN OF \ ` \ \ w '' '•\ SOLITHOLD CD j / •• r f�. // //' \\\ \ `\ L //' // \\\ \/ 4 3 `\ • Prepared By: / /i \ // �' t' ! i \ / ,, CO ,,, \/ f ' `\\ //' e•,, ...�e'er;':�11;:.�`,_ •• / a., ,,:...t. y z PROP 8 0 X 2 DEEP PRECAST ,; �.,., ,' . £1111 ;. > , �, :_.L._ _, CONCRETE DRYWELL FOR WATER r,Thr',,.. ,'1,s',,�<, 1:,-.. ., • dM- EL 2.8' 't``-4 X,tJ"p,�V. " , `, n, y.• , y ,)": • '= _" TREATMENT BACKFLUSH ONLY . r>. fi > 7' . 1111 ,....�, ♦. TF Engineering, PLLC r; �,�': O ;; . ,.f >.�_,,yy. � -` P.O. BOX 596 :. , s N i; w 'Y';-,;><= r r sr SAG HARB / / :. `¢ ,,,N:!P.� , `..,a^':f'{ A•-i,i, rlr i i O N {"'` ,C f F •'�-i ._;.>B'"d,j.`"�P;"�q�.'°,Y i;- �,L/q"'t,d;•'`�,y"'', r"i .L..-,i_.,,,,1"{,, ;.°f. ;�(9/ / ✓, e, r. �, \, a" Mj 11 S O / .gF o /// f 0.1, ' ""' / t� 199m F O L ,�xP, ,>` 0 l'w Y, Y:P.. W x F r ...1111.... .....::.... •` 1111. ;k;, =�. .<<.....>:<.1111.<<..::,,:::• ....11.11..:-11..11,, , <,.:::,'11.11<,_:;,,;::, .1111 ,,.,.,..:�. . ';�::: 11;;1.1.,; ........,. ...... . .. ...... .1111.......�.. ,4 :s y> ti; s P,. t" , V ( .- r i • s F N E W ;^ O W .y 6 ',J�R 8,,;x..4;_'' f`r- ,I- �-�,P' f„ y .., n ,le"�' .9" .1111/ `� l \ O y I • ip� Aa.• j'-. M OF ISTURBENCE LI ITS D P O �Y\..r "n9p J' V (Z { .2 t,� Z- d r 1 F.1111 l' k x~ �'X f (n _ :�, :; 1. ..11..1 .. , .11.1.1 `` ,r.,..,..,,<.:;11.11'.•: 1111.,.. .'.: 1111:,:....' < .. ....,... ...:�.,-:. r ;T. 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TO C. 3'Lo S� , ro BINDING WIRE ROAD Lid B B STAPLES MOUNTABLE BERM (2 PER BALE) STRAW BALE --E- - -- W ! - ---,T EXISTING GROUND PROFILE 3 FT IMPERMEABLE � - °- --� L "��- --s-. __ � - HEIGHT OF FILTER z TYP. SHEETING � ;•`-� � -.��:� Yom.-.-fi-• � = 16 MIN. � 7 _ �- �, -�--- , , , , , , , , HAMLET OF I % o o _.__._ . z 12 MIN WOOD OR ORIENT STRAW BALE CD � �� N � IMPERMEABLE METAL STAKES / SHEETING (TYP.) (2 PER BALE) w z P_� SECTION B-B Z TOWN OF _ PERSPECTIVE VIEW C° o NOTE= CAN BE TWO STACKED BALES Lu OR REACH R3 FTLDEPTHAVATED TO SOUTHOLD � 36" MIN. FENCE POST PLAN VIEW WOVEN WIRE FENCE (MIN. 14 WASHOUT STRUCTURE WITH STRAW BALES GAUGE W/ MAX. 6" MESH Prepared By: > SPACING) WITH FILTER CLOTH CONSTRUCTION SPECIFICATIONS Z CONSTRUCTION SPECIFICATIONS C) FLOW N z z 1. STONE SIZE - USE 1 TO 4 INCH STONE. 1. LOCATE WASHOUT STRUCTURE A MINIMUM OF 50 FEET AWAY FROM OPEN CHANNELS, STORM DRAIN INLETS, SENSITIVE �n COMPACTED SOIL AREAS, WETLANDS, BUFFERS AND WATER COURSES AND AWAY FROM CONSTRUCTION TRAFFIC. EMBED FILTER CLOTH 2. LENGTH - NOT LESS THAN 30 FEET. 2. SIZE WASHOUT STRUCTURE FOR VOLUME NECESSARY TO CONTAIN WASH WATER AND SOLIDS AND MAINTAIN AT LEAST 4 TF Engineering, PLLC � A MIN. OF 6" IN GROUND 0 4�� 3. THICKNESS - NOT LESS THAN 6 (SIX) INCHES. INCHES OF FREEBOARD. TYPICAL DIMENSIONS ARE 10 FEET X 10 FEET X 3 FEET DEEP. P.O. BOX 596 C) SAG HARBOR, NY n963 0 4. WIDTH - 12 (TWELVE) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. 3. PREPARE SOIL BASE FREE OF ROCKS OR OTHER DEBRIS THAT MAY CAUSE TEARS OR HOLES IN THE LINER. FOR LINER, "' SECTION VIEW 24 (TWENTY-FOUR) FOOT IF SINGLE ENTRANCE TO SITE. USE 10 MIL OR THICKER UV RESISTANT, IMPERMEABLE SHEETING, FREE OF HOLES AND TEARS OR OTHER DEFECTS THAT oN COMPROMISE IMPERMEABILITY OF THE MATERIAL. cn 5. GEOTEXTILE - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. w CONSTRUCTION SPECIFICATIONS 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED 4. PROVIDE A SIGN FOR THE WASHOUT IN CLOSE PROXIMITY TO THE FACILITY. of NEw C> BENEATH THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 5. KEEP CONCRETE WASHOUT STRUCTURE WATER TIGHT. REPLACE IMPERMEABLE LINER IF DAMAGED (E.G., RIPPED OR P JPO a_ PUNCTURED). EMPTY OR REPLACE WASHOUT STRUCTURE THAT IS 75 PERCENT FULL, AND DISPOSE OF ACCUMULATED cf) 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF MATERIAL PROPERLY. DO NOT REUSE PLASTIC LINER. WET-VACUUM STORED LIQUIDS THAT HAVE NOT EVAPORATED AND 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL .Af EITHER "T" OR "U" TYPE OR HARDWOOD. SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY DISPOSE OF IN AN APPROVED MANNER. PRIOR TO FORECASTED RAINSTORMS, REMOVE LIQUIDS OR COVER STRUCTURE TO o MUST BE REMOVED IMMEDIATELY. PREVENT OVERFLOWS. REMOVE HARDENED SOLIDS, WHOLE OR BROKEN UP, FOR DISPOSAL OR RECYCLING. MAINTAIN RUNOFF 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24 AT TOP AND MID DIVERSION AROUND EXCAVATED WASHOUT STRUCTURE UNTIL STRUCTURE IS REMOVED. SECTION. FENCE SHALL BE WOVEN WIRE 6" MAXIMUM MESH OPENING. 8. WASHING IS NOT ALLOWED. s °8273° FESSIot,P�- `n 9. ENTRANCE SHALL BE INSPECTED DAILY AND CLEANED WHEN ROCK VOIDS ARE FILLED WITH DIRT. � 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. o FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI 100X, STABILINKA, OR APPROVED EQUIVALENT. CONCRETE WASHOUT PIT 3 o6io�i2oa2 9:58:48 AM 4. PREFABRICATED UNITS SHALL BE GEFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. STABILIZED CONSTRUCTION ENT RA N C E c� w 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. C-3 C-5 w F- c l SILT FENCE 1 U o 3 C- C- 5 OWNER: ABBY TANNENBAUM SCALE: PER PLAN NO JOB NUMBER: 20-014 U Lu L.� X O m U FINISHED GRADE NO. DATE DESCRIPTION IIII Ilill T i 1 _ III! IIII' III!''I- ill_ NATURALLY COMPACTED FILL DRAWN BY: EDZ UNDISTURBED SOIL DESIGNED BY: DWR COVER 1' MIN NATURALLY COMPACTED FINISHED GRADE 12 MAX NATIVE FILL I I CHECKED BY: DWR, KMS �- CULTEC RECHARGER 180HD 4 INLET LINE HEAVY-DUTY CHAMBER VIII f' 4 � i r�UNDISTURBED SOIL DATE: MAY 31, 2022 ^� RECHARGER 180HD SIDE PORTAL TO BE CUT IN FIELD TO ALLOW FOR SCTM# 1000-26-3-10 -- - HEAVY DUTY CHAMBER FC-24 FEED CONNECTOR OD STORMWATER INLET 4" INLET PIPE INSERTED PIPE AS NEEDED. CUT SHALL BE WITHIN 1/4" 12�� MIN INTO CHAMBER CULTECT HVLV FC-24 FEED CONNECTOR 6 , TYP TOLERANCE OF SIDE PORTAL TRIM GUIDELINE. � TEMPORARY CULTEC RECHARGER 180HD 4 CULTEC RECHARGER 180HD 5 NTS C-4 C-5 NTS C-4 C-5 EROSION Y -AND 3 Q N SEDIMENT 4-70 w CONTROL DETAILS N N N O c\jJ M L0 Q 5s �-ssD�s P E I T E T Ilk IEW m 'm a A 04447.4 AK R rK A D 0 1 E I I y ppi 43b i\j " "hRke"%W R. 1 v 951 201 W. WASHINGTONDRAWING INDEX I" Ll NO. NAME ISSUED DATE ISSUED FOR GENERAL ZEELAND , 49464 A A001 GENERAL A010 ASSEMBLIES_ - A011 GLAZING ELEVATIONS 616F' ' ■ ` 41 ■ 0® A012SCHEDULES 05 ARCHITECTURE A100 ARCHITECTURAL SITE PLAN H T A R C T E C T R E A201 GROUND LEVEL PLAN A202 MAIN LEVEL PLAN A203 ROOF PLAN A210 GROUND LEVEL RCP ��ANTS A211 MAIN LEVEL RCP CONSUA301 EXTERIOR ELEVATIONS A302 EXTERIOR ELEVATIONS ARCHITECT OF RECORD DESIGNER CONSULTING ARCHITECT STRUCTURAL ENGINEER A401 BUILDING SECTIONS A402 BUILDING SECTIONS LUCID ARCHITECTURE DMG DESIGN STUDIO, DAVID GRESHAM DUE EAST PLANNING DILANDRO ANDREWS ENGINEERING A403 BUILDING SECTIONS 201 W WASHINGTON AVE SUITE 250 64 COOPER LANE P.O. BOX 4144 158 COUNTY ROAD 39, SUITE 10 A501 WALL SECTIONS -- ZEELANID, MI 49464 EAST HAMPTON, NY EAST HAMPTON, NY 11937 SOUTHAMPTON, NY 11968 A502 WALL SECTIONS P: 616.741.0044 P: 917.698.2070 P: 631.604.6288 P: 631-259-3959 E: info@lucidarc.com E: DMGDESIGN@ICLOUD.COM E: SUSAN@DUEEASTPLANNING.COM E: noraz@dilandroandrews.com CONTACT: ERIC DEWITT CONTACT: DAVID GRESHAM CONTACT: SUSAN BRIERLEY CONTACT: NORA MUEGER Al"PROVED AS 11410TPI DATE: B.P.# FEES (03 (p BY: SURVEY CIVIL ENGINEER STRUCTURAL ENGINEER NOTIFY BUILDING DEFAfl"fvro,lf AT 765-1802 9 APJI TO 4 PM FOR TI-§r KENNETH M WOYCHUK LAND SURVEYING, PLLC TF ENGINEERING RODNEY D. GIBBLE CONSULTING ENGINEERS f OLL.OVVJING IN SPECTIOkMS: PO BOX 153 PO BOX 596 18 WEST 21 ST STREET, 3RD FLOOR 1. FOUNDATION - TINO R':^ ,"" ED AQUEBOGUE, NEW YORK 11931 SAG HARBOR, NY 11963 NEW YORK, NY 10010 FOR POUNED C,()NC RF -rE P: 631.298.1588 P: 631.740.7273 P: 212.989.2853 2. I t.) ULA - r l t, €J"i f`!(y & I'LL .`, :'.;d;%A 3. I1�.):sULATiON E: E: INFO@TFCIVILENGINEERING.COM E: ivaduva@rdgengineers.com 4. FINAL - CONSTRUCTION LlUCT CONTACT: KEN WOYCHUK CONTACT: ETHAN ZAWESKI CONTACT: JULIAN VADUVA BE COiMPLETE FOR C.O. ALL CONSTRUCTION SHALL VIET THE REQUIREMENTS OF THE N.Y. STATE CONSTRUCTION & F'2C iGY CODES: NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION [RIF10RS I �.� JUL ? 7 2n7'i BUIL UNG DEP-; TOWN QF)CUTH 7/25/2022 5:19 48 PM Autodesk Docs)/Orient House/ORIENT DETAIL.rvt PROJECT SPECIFICATIONS AND NOTES DRAWING REFERENCE SYMBOLS ABBREVIATIONS CONTRACT NOTES SECTION OR DETAIL DETAIL REFERENCE AFF ABOVE FINISHED FLOOR HT HEIGHT THERMAL AND MOISTURE DRAWING NO.WHERE SECTION OR DETAIL AGGR AGGREGATE HVAC HEATING VENTING AND AIR CONDITIONING 1. Contractor to submit itemized bid and time schedule;noting all allowances. IS SHOWN OR REFERENCED FROM ALT ALTERNATE 1. All insulation systems to meet 2015 international energy code minimums. HWH HOT WATER HEATER ALUM ALUMINUM INFO INFORMATION 2. All permits and fees in bid. _ 2. See Material Scheudle and Assemblies Sheet for Weather Resistive Barrier and insulation specifications. APPROX APPROXIMATE INSUL INSULATION 1 3. Alltemporary heat and electric in bid. I I ENLARGED PLAN, BD BOARD INT INTERIOR 3. Provide water resistive barrier at exterior walls. See exterior material schedule for product specification at differeing cladding materials. ' PLAN CALLOUT BLDG BUILDING JT JOINT 4. Any change to the contract price will be submitted to the owner via change order for approval. Install per manuf.Recommendations. Overlap all joints 6"min,install from bottom up,overlapping upper layers over lower,shall be BO BOTTOM OF LAM LAMINATE continuous up to the underside of the roof rafter. - # 5. Contractor subsitutions shall be submitted as an alternate to base bid. All subsitutions shall be presented to owner for final approval. BRG BEARING LAV LAVATORY 4. Seal all penetrations(elec.Boxes,hose bibs,vents,etc)with liquid flashing,self-sealing flashing tape,and/or silicone caulk. A5.# BS BOTH SIDES MAX MAXIMUM GENERAL NOTES BSMT BASEMENT MECH MECHANICAL 5. See details for proper window installation. # - - - - - - - , BUILDING SECTION BTU BRITISH THERMAL UNIT MIN MINIMUM 1. All construction to meet applicable local,state,and national codes. A3.# BW INTERIOR BEARING WALL, SEE FRAMING PLAN MISC MISCELLANEOUS 6. Contractor to provide mock up of fully installed and flashed window for review by architect. AND GENERAL NOTES MO MASONRY OPENING 2. All dimensions are to face of stud and face of sheathing at exterior walls,finished face at interior walls UNO. 7. Basement Slab:Seal control joints and other joints in concrete basement slab with urethane caulk. C/S COUNTER SINK MTL METAL # 3. DO NOT SCALE DRAWINGS.Written dimensions hold priority over apparent scale. - - - WALL SECTION CAB CABINET- NIC NOT IN CONTRACT 8. The General Contractor shall refer to HERS for all thermal requirements and compliance with these mandates. A3.# CER CERAMIC NTS NOT TO SCALE 4. Contractor to send architect and owner construction photos once a week. CJ CONTROL JOINT OPP OPPOSITE WALLS AND SHEATHING 1 CL CENTER LINE OSB ORIENTED STRAND BOARD 5. Contractor to provide as built archlmech/elec/plumb/site drawings. 1. All exterior walls are 2x6 studs @ 16"o.c.w/sheathing flush with foundation.Walls drawn at 6". See structural for sheathing and shear EXTERIOR ELEVATION CLD CLOTHES DRYER PLMB PLUMBING 6. Contractor to field verify all conditions and shall notify architect of all discrepancies. Contractors and subcontractors who fail to verify, wall details. A3.# CLG CEILING PLY PLYWOOD review,and coordinate work shall take full responsibility any work improperly constructed or located. CLO CLOSET PROP PROPERTY 2. All interior walls are 2x4 studs @ 16"o.C.,unless noted otherwise. 1 CLR CLEAR R RADIUS 7. Unless noted otherwise,all wall dimensions are to face of stud,masonry,or concrete. Dimension strings may contain non-critical CLW CLOTHES WASHER RD ROOF DRAIN dimensions. 3. Wood stud walls to be capped with double top plate,overlapping at corners and intersections. Joints to be offset by 24". Top plate width COL COLUMN equal to studs. 2 A6.# 4 INTERIOR ELEVATION REF REFRIGERATOR CONC CONCRETE REINF REINFORCED D 8. The contractor shall be responsible for the accurate placement of all new construction on site. It is recommended to utilize a professional CONT CONTINUOUS ( ) • surveyor to locate the project. 4. Provide all wood blocking required for attachment of misc.Equipment including but not limited to,toilet accessories,door hardware, REQD REQUIRED electrical devices,equipment indicated,grab bars,handrails,and millwork,and hooks or shelving in closet spaces. Blocking shall be 3 COORD COORDINATE RM ROOM 9. The job site be maintained in a clean,orderly,and broom swept condition free of debris and litter,and shall not unreasonably solid wood 2x6 minimum,314"plywood. CTR COUNTER encumbered wiht and materials or equipment. Each subcontractor shall immediately upon completion of each phase of their work shall ANNOTATION SYMBOLS O LS ROUGH OPENING " remove all trash and debris as a result of their operation. 5. All drywall to be screwed and glued. Provide 518drywall on all surfaces,type"x"where indicated. DF DAMPROOFING SAF SELF ADHERED FLASHING DIA DIAMETER SF SQUARE FEET Y P requiring P g p P g gyp y ( PP30'). DIM DIMENSION 10. An portion of the work re uirin a shop drawing or submittal shall not be started until the submission or shop drawings has been 6. Provide control joints in Wallboard as recommended b wallboard manufacturer. Coordinate location with architect a rox. TAGS ARE REFERENCED IN SCHEDULES OR LEGENDS SIM SIMILAR L U C 19 reviewed by the architect. All shop drawings and submittals bust be reviewed by the contractor prior to architect review. DN DOWNARCH I T E C T U R E SIP STRUCTURALLY INSULATED PANEL 7. Garage to be separated from residence and its attic by min.Of 518"type x gyp.Bd.Applied to garage side. DTL DETAIL SPEC SPECIFICATION 11. Frame lines are aligned with face of foundation and/or sheathing. # WINDOW TAG DW DISHWASHER SS STAINLESS STEEL 8. Cement board moisture resistant backing material must be installed in walls behind tub and shower enclosures. Paper-faced EA EACH 201 w Washington ave 12. Set sheathing flush with foundation wall. Adjust non-critical dimensions if foundation plan deviates from framing plan frame line backerboard shall not be used. SSD SEE STRUCTURAL DRAWING dimensions. Notify architect for clarification if adjustment is greater than 1". DOOR TAG ELECT ELECTRICAL Zeeland, mi 49464 MECHANICAL,ELECTRICAL,AND PLUMBING #1#,# WIDTH EQ EQUAL STRUCT STRUCTURAL, SEE STRUCTURAL 616.741.0044 voice 13. Contractor and subcontractors are to verify and check all dimensions before work is started. " "� - STYLE EV ELEVATION SW SHEAR WALL, SEE STRUCTURAL www.lucidarc.com 1. Smoke detectors to be installed on each level and in each sleeping room. They are to be hard wired,interconnected with battery backup. HEIGHT EW EACH WAY T+B TOP AND BOTTOM 14. Contractor and subcontractors shall notify architect if dimensional errors or structural conflicts occur;and shall proceed upon clarification EX EXISTING or revision issued by architect. 2. Carbon monoxide detectors to be installed centrally located outside each sleeping area in the immediate vicinity. They are to be hard TBD TO BE DETERMINED wired with battery backup. # KEYNOTE TAG FD FLOOR DRAIN EXT EXTERIOR TNG TONGUE AND GROOVE DESIGNER: 15. All work is to be performed from final construction documents only and a copy of the approved permit set must be located on the site at TO TOP OF DAVID M GRESHAM all times.The contractor's subcontractors shall be given full sets of final construction documents with no sheets excluded. 3. Verify all mechanical,electrical,and plumbing requirements before framing. FDN FOUNDATION TTS TIGHT TO STRUCTURE 16. Contractor and shall notifyarchitect if dimensional errors or structural conflicts occur;and shall proceed upon clarification or revision 4. Mechanical,electrical,and plumbing systems are design build b others and to be coordinated b the contractor. ##-# EXTERIOR WALL TAG FIN FINISH TYP TYPICAL p P P 9 Y 9 Y Y � FLR FLOOR DMG DESIGN STUDIO issued by Architect. FP FIREPLACE U.N.O UNLESS NOTED OTHERWISE 5. Sheet metal ducts shall be sized,designed and constructed in accordance with ASHRAE guide and requirements. VERT VERTICAL 64 COOPER LANE 17. Verify all mechanical and plumbing requirements before framing. FTG FOOTING VIF VERIFY IN FIELD EAST HAMPTON NYD I M E N S I O N I N G SYSTE I� 6. All ductwork to be heavy gauge sheet metal. GA GAUGE WD WOOD 18. Mechanical and electrical systems are design build by others.No ductwork allowed in roof attic spaces. GALV GALVANIZED WP WATERPROOF 7. Kitchen exhaust hood systems capable of exhausting in excess of 400 cfm shall be provided with makeup air at a rate approximately GWB GYPSUM WALLBOARD 19. Contractor to coordinate designs by others with architectural drawings. equal to the exhaust rate.Such makeup air systems shall be equipped with a means of closure and shall be automatically controlled to PARTITIONS ARE TYPICALLY DIMENSIONED WRB WATER RESISTANT BARRIER GYP GYPSUM start and operate simultaneously with the exhaust system. FROM STUD FACES AND COLUMN I FRAMING LINES HB HOSE BIB CLIENT: 20. Contractor and subcontractors to verify all rough openings with product suppliers. 8. Coordinate installation of volume dampers with duct mounted access doors with General Contractor and Architect approval.Install 11 HD HEAD PRIVATE 21. Transition lines of differing floor materials shall occur at centerline of closed door. access doors in ductwork for service of dampers,coils sensors and other duct mounted devices.Provide lock-type dampers. HDR DIMENSION LINE HDR HEADER HDW HARDWARE 22. Slope all exterior concrete min.1/8"/foot away from building. 9. Turning vanes shall be double thickness,airfoil-type. 23. Field verify locations of all downspouts. 10. Strap hangers shall not be less that 1"by 118"attached to side of duct with sheet metal screws. PROJECT DATA • # - EXISTING COLUMN LINE 24. All pocket doors to be in 24 walls. 11. All duct interiors to be painted matte black if metal ducts are visible through diffusers. PROJECT: 148001-21 25. See structural for all sheathing,shear wall,and wall bearing details. 12. Provide register&diffuser submittals for Architecture review&approvals. LOCATION: 435 NARROW RIVER ROAD ORIENT, NY 11957 ORIENT HOUSE - # NEW COLUMN LINE MUNICIPALITY:TOWN OF SOUTHOLD, NY 26. Contractor to provide 2x6 minimum blocking,backing,and framing for light fixtures,electrical units,millwork,coat hooks,media 13. Test,balance and submit an air balance report showing air quantities at air outlets shall be within 5%of those specified.Submit three equipment,hardware,and other items as required. If blocking is buried in wall for future use,photographs and drawings of the existing copies of test readings with pressures,temperatures velocities and flow quantities. THIS PROJECT SHALL COMPLY WITH THE MOST RECENT CODES FOR THE TOWN OF SOUTHOLD, conditions will be given to owner for future reference. INCLUDING ALL AMENDMENTS AND APPENDICIES THE FOLLOWING CODES SHALL APPLY:. 14. The contractor shall coordinate thermostats and their location with Architect,Owner,and Owner's AN contractor for approval. RESIDENTIAL CODE 2015 OF NEW YORK STATE w/AMENDMENTS 435 NARROW RIVER ROAD 27. All bedroom and bathroom stud walls shall receive open cell spray foam insulation. 15. No ductwork allowed in roof attic or crawl spaces. FIRE CODE 2015 OF NEW YORK STATE w/AMENDMENTS ORIENT, NY 11957 28. All interior wall and ceiling finishes shall not be less resistant to flame spread than class 1. NEW YORK STATE ENERGY CODE 2015 w/AMENDMENTS 16. Use programmable thermostats. 29. Provide fire-stopping as required. PROJECT DATA: �(REO A&, 17. Seal around metal flues of combustible equipment using metal collar and fire-rated caulk. 30. General Contractor to be responsible for protecting wall,ceiling and floor finishes during construction. LOT SIZE: 18,492 SF BUILDABLE(18,807 SF LOT AREA-315 SF WETLANDS) �5 G Q E 18. All bathrooms to have vent fans installed with programmable timers. PORCH ZONING: R 40 4�0 �4\ STT 31. The Owner's written authorization must be obtained prior to the ordering of any material,awarding of any contracts or the execution of 481 SF SCTM# 1000 26 03 10 any work which involves extra cost. 19. All mechanical rooms to have combustion air. >k are to have ceiling PROPOSED: 20. Garages -- .. ;:... 32. All substitutions to be reviewed and approved in writing by the Architect. 9 g fan(s)installed. N :: ° NEW 1 BEDROOM 1 1/2 BATH , 1 STORY SINGLE FAMILY RESIDENCE w/OUTDOOR DECKS, TOTAL: 3442 SF. Q4g47-a1 O4 33. Shop drawings shall be provided for Architect's review.See submittal schedule for requirements. SITE 14.5' FFE. TOTAL LOT COVERAGE 17.1%OF 20%ALLOWABLE. .y 34. Closet systems by others,GC to coordinate. 1. Verify all topographic and subsurface conditions and adapt foundation plans accordingly. DN► ^I IFEM 35. All finish flooring to extend under cabinetry,millwork, plumbing fixtures,and into closets. 2. Contractor to verify undersurface conditions at time of excavation and provide appropriate under slab and foundation perimeter drainage. Run all drains to daylight where grade permits. Consult with geotechnical engineer in the field to verify the adequacy of Cr6. The Contractor shall be responsible for the coordination of all the incoming utilities. drainage system installation as required. � } _ ISSUED SETS: _ � � 3. No trees to be removed without owner approval. All trees near the construction zone will be fenced off at the drop line. TERRACEIMF] FOR DATE --- ZH EXTERIOR MATERIALS 482 SF OWNER REVIEW 02.22.22 1. See material finish schedule for exterior material specs. 4. Slope all exterior concrete min. 147 foot away from building for the first 10'min. AREA SCHEDULE (GROSS) BUILDING PERMIT 05.02.22 5. Final grade is to be sloped min.1/2"/foot away from building for the first 5'min. Tamp backfill. Lucid Area LEVEL: AREA: 2. Contrator to field verify building heights and envelope limits. Inform architect of any discrepancies. - - N i. .- i r- 6. Field verify locations of all downspouts with architect. Roof design without gutters may be acceptable. 3. All exposed mechanical and plumbing vent locations to be approved by architect prior to installation. Color to match adjacent materials, D FINISHED ■ or be painted to match. Confirm color with architect. 7. Contractor to provide shoring and bracing prior to and during any demolition as required. FINISHED GROUND LEVEL 482 SF 4. An on-site mock up is required for all exterior materials for owner and architect approval prior to installation. 8. Site is to be kept clean and trash free. Contractor to pick up trash and debris at end of each work day. Pay special attention to wind MAIN LEVEL FINISHED MAIN LEVEL 1988 SF2470 SF ISSUED-SHEET: blown trash. 1988 SF OUTDOOR FOR DATE 5. All chimneys to terminate not less than 2'-0"above the highest point of roof within 10'-0"of chimney. OUTDOOR PORCH 481 SF 9. Street,curb&gutter and sidewalk are to be protected from damage such as indentations from trash container or other heavy objects MAIN LEVEL 6. Exposed concrete:architectural finish,care to be taken in layout of formwork to match panel widths. placed on pavement during construction. 1/16°=1,4, OUTDOOR TERRACE 482 SF 963 SF 7. All field cut edges of wood siding to be stained. 10. Buildings should have address numbers,building numbers or approved building identification placed in a position that is legible and 3433 SF visible from the street or road fronting the property. GROUND LEVEL 8. All wood cladding to be fully finished on back side. 482 SF 11. All hardscape adjacent to the structure shall drain surface water away from the foundation a minimum fall of 114 inch per foot. 9. Stainless fasteners to be used for all attachments. 12. Field verify routing of all existing and proposed utilities and utility trenches as required to avoid damage to any trees. 13. Field verify location of all existing utilities.Notify the architect if significant discrepancies exist. I I 14. All surplus soil shall be removed from site,or coord.With owner the placement and regrading on site. I I " CONTENT: I I GENERAL I UP "I rnTrri -� - - - - -�- - - - - -� - J I lirlrlll lirlrlll� UP, L_ I1111111� © COPYRIGHT - ALL RIGHTS RESERVED PROPERTY OF LUCID ARCHITECTURE LLC. GRADE SHEET: 1/16"=1'-0" A001 5/3/202210:19:09 AM BIM 360//Orient House/ORIENT FLIPPED rvt R1 �- SLOPE MEMBRANE ROOF ((_ WD STRUCT (R-50 MIN) EXTERIOR ROOF MEMBRANE -1/4"COVERBOARD -TAPERED POLY ISO 6"-2"RIGID INSUL(R-8 MIN) -VAPOR/AIR BARRIER -SHEATHING PER STRUCTURAL -6"(R-42 MIN)CLOSED CELL SPRAY FOAM INSUL -ROOF FRAMING PER STRUCTURAL -CEILING ASSEMBLY PER PLAN CEILING ASSEMBLY INTERIOR 5 ASSEMBLIES - ROOF A01 11/2"=1'-O" C2 C1 GYP BD CEILING WD SOFFIT ■ STRUCTURAL ASSEMBLY STRUCTURAL ASSEMBLY -RESILIENT CHANNEL -FURRING WHERE REQUIRED --_-_--_ --- --_-- - -5/8"GYP BD _ _ -WD PER SCHEDULE -PAINT PER FINISH SCHEDULE -FINISH PER SCHEDULE L U U� ARCHITECTURE 201 w washington ave zeeland, mi 49464 616.741.0044 voice www.lucidarc.com DESIGNER: 4 ASSEMBLIES - CEILING DAVID M GRESHAM DMG DESIGN STUDIO 64 COOPER LANE EAST HAMPTON, NY W2 W1 !4" 3/4„ STANDING SEAM METAL PANEL STANDING SEAM METAL PANEL CLIENT: MAIN LEVEL WALL (R-28� I GROUND LEVEL WALL (R-28) PRIVATE EXTERIOR .. EXTERIOR I � -STANDING SEAM METAL PANEL -STANDING SEAM METAL PANEL -METAL PANEL CONCELAED FASTENER SYSTEM -METAL PANEL CONCELAED FASTENER SYSTEM -AIR&WEATHER BARRIER I -AIR&WEATHER BARRIER ■ -SHEATHING PER STRUCTURAL i FINISH -SHEATHING PER STRUCTURAL FINISH -2x 4 7/8"WD FRAMED WALL(UNO) ( ASSEMBLY -4"CLOSED CELL SPRAY FOAM INSUL(R-28) PROJECT: 148001-21 ASSEMBLY -4"CLOSED CELL SPRAY FOAM INSUL(R-28) -2x6 PT WD FRAMING(UNO) ORIENT H 0 U S E -FINISH ASSEMBLY PER PLAN -FINISH ASSEMBLY PER PLAN INTERIOR INTERIOR I 435 NARROW RIVER ROAD ORIENT, NY 11957 3 ASSEMBLIES - EXTERIOR WALLS jD A01 1 1/2"=1'_O" �S �C, D IV/ C,S/� < > < 7 04447-a, �O TILE PAINTED GYP BD -TILE PER FINISH SCHEDULE -PAINT PER FINISH SCHEDULE -THIN SET MORTAR -5/8"GYPSUM BD ISSUED-SETS: -CEMENT BACKERBOARD <1 -ACOUSTIC BATT INSULATION AS INDICATED FOR DATE WALL -ACOUSTIC BATT INSULATION AS INDICATED WALL = PER PLAN ASSEMBLY PER PLAN ASSEMBLY -STUD SIZE AS INDICATED PER PLAN OWNER REVIEW 02.22.22 -STUD SIZE AS INDICATED PER PLAN BUILDING PERMIT 05.02.22 ISSUED-SHEET: FOR DATE 2 ASSEMBLIES - INTERIOR PARTITIONS A01 1 1/2"=1'-0" F3 F2 F1 TILE FLOOR OVER METAL 7777777777777777777 HEATED TILE FLOOR OVER SLAB ON GRADE (R-10) GRATING WOOD FRAMING (R-56 WHERE SOFFIT BELOW) ; OILMATER REPELLENT(CLR SEALER) " - -OPEN JOINT TILE FLOORING SYSTEM -TILE FLOORING PER SCHEDULE f °' CAST IN PLACE CONCRETE PER STRUCT CONTENT: -METAL GRATING PER STRUCTURAL -THIN SET MORTAR -WATERPROOF MEMBRANE -FRAMING PER STRUCTURAL -HEATED FLOORING SYSTEM - - _ - 2"RIGID INSULATION(R-10) ASSEMBLIES -THIN SET MORTAR DRAINAGE COURSE -SUB FLOOR PER STRUCTURAL -- -8" (R-56) CLOSED CELLSPRAY FOAM(WHERE CEILING SOFFIT BELOW) ASSEMBLY -FRAMING PER STRUCTURAL -CEILING/SOFFIT PER PLAN © COPYRIGHT - ALL RIGHTS RESERVED. PROPERTY OF LUCID ARCHITECTURE LLC. SHEET: 1 ASSEMBLIES - FLOOR A01 1 1/2"=1'-0" A01 0 513/2022 10:19 09 AM BIM 360.//Orient House/ORIENT FLIPPED.M CONTRACTOR TO VERIFY WINDOW DIMENSIONS IN CONGRUENCE WITH FIELD VERIFIED FRAMING DIMENSIONS ADJUST SIZES SHOWN FOR TYPICAL JOINT SIZE T-1 0" T-10"36"SWING DOOR FOR CODE EGRESS FIXED GLASS 3- O', 12'-6 3/4" T-6 3/8" T-1 0" ..........IIiIlIliIIll ........ ... IIlIIIlIIIF- IIIIIIIIC:)IIIIIIIIIIII .......... LU I I ..... ..... IIIIiNII? ARCH ITECTU RE itI ,.......... a- ----- 201 w Washington ave zeeland, mi 49464 616.741.0044 voice www.lucidarc.com O (,g--,N\ Op F1 SLI ('8 =7 KI 2 DER 12 rl IN� FIXED I I ('10 PERABLE10 ERABLE 9 XED 8 3/8" 1.-01. T811 1 3/8" 1'-O" 318" V.011 DESIGNER: DAVID M GRESHAM DIVIG DESIGN STUDIO 64 COOPER LANE EAST HAMPTON, NY CLIENT: T-6 3/8" 31'-1 1/2" T-6 3/8" T-1 0" PRIVATE .. .......7 IIPROJECT: -21 II148001 ORIENT HOUSE IIII <I10 ll........ ........ .... 435 NARROW RIVER ROAD IIIIORIENT, NY 11 957 I ...... ......IIIIII :D A&C IIIIIII . ..........LE (P 447-r7 *\ FIXED 7 6 SLIDER 6 3/8" 1'-O" 3/8" 1�-011 r4k� F1 K5N� FIXED 5 XED 4 3/8" 3/8" V-011 ISSUED-SETS: FOR DATE OWNER REVIEW 02.22.22 BUILDING PERMIT 05.02.22 T-10" T-1 0" T-I 0" T-1 0"T-6 3/8" FOR DATE '7 llllIII ?�k. llIil2 IIIlIIIIC)3 j2 III ...... . . ......... .......... CONTENT: IIIGLAZING I......... ....... IIIcli ----ELLL ELEVATIONS III0C COPYRIGHT - ALL RIGHTS RESERVED PROPERTY OF LUCID ARCHITECTURE LLC. 3 OPERABLE 3 /"*�2 OPERABLE 2 I FIXED I FIXED 14 rl 3N� OPERABLE LL SHEET: 7I 3/8" V-011 81. V-011 3/8" 11-01, 318" 11-01, 318" 1 A01 1 7/25/2022 5:19:49 PM Autodesk Docs-.//Orient House/ORIENT DETAIL,rvi ■ ■ L U ARCHITECTURE 201 w washington ave zeeland, mi 49464 616.741.0044 voice SLIDERWINDOW & SCHEDULE www.lucidarc.com DIMENSIONS MARK MANUFACTURER OPERATION WIDTH HEIGHT AREA ................................-................ .... .. ................................................................................. DESIGNER: 1 :SOLAR INNOVATIONS G2 FIXED 7'-6 3/8" 9'-0" 68 SF DAVID M GRESHAM ................................:.......................................... ............... ......... ....... ...................................................-............................................ ........ ... 2 :SOLAR INNOVATIONS G2 FIXED/SLIDER 7-10 :9'-0" 71 SF 3 SOLAR INNOVATIONS G2 FIXED/SLIDER 7'- 10" 9'-0" 71 SF ............................................... . ............... .................................... ... 10 4 SOLAR INNOVATIONS G2 ;FIXED :7 - 10 9 -0 71 SF DMG DESIGN STUD 5 ...................... ... :SOLAR INNOVATIONS G2 ...... . FIXED 7'-6 3/8"............ 9'-0 68 SF 64 COOPER LANE 6 SOLAR INNOVATIONS G2 SLIDER 31'-4" :91-0 282 SF EAST HAMPTON, NY SOLAR INNOVATIONS G2 FIXED 7'-6 3/8" 9'-0" 68 SF 8 SOLAR INNOVATIONS G2 FIXED 7'- 10" 9'-0" .......... .. 9 :SOLAR INNOVATIONS G2 FIXED/SLIDER 7'- 10" 9'-0" 71 SF 10 :SOLAR INNOVATIONS G2 FIXED/SLIDER T- 10" 9'-0" 71 SF CLIENT: .... ....... .. 11 'SOLAR INNOVATIONS G2 FIXED . . ... .... .... ....... 7'-6 3/8"........ ............,9.._..0.. . . ._ 68 SF.. 12 SOLAR INNOVATIONS G2 SLIDER 15'-8" 9'-0" 141 SF PRIVATE ........... ............. ................... .................................. ................... ............ .......................................... ............... ................... ..... ...... . ............ ............-.. .... ....-..............-........... 13 iSOLAR INNOVATIONS G2 FIXED/SLIDER T-10" T-9 '61 SF 14 SOLAR INNOVATIONS G2 FIXED T- 10" 9'-0" 71 SF ........ ............. ..........................-......................... ..... ........................ .............. ................................... .........:........................... ....... ........: Grand total: 14 ■ PROJECT: 148001-21 DOOR SCHEDULE ORIENT HOUSE MARK TYPE/MANUF. FINISH WIDTH HEIGHT THICKNESS DESCRIPTION HARDWARE :COMMENTS ......................................................................................................... ............ LOWER LEVEL FLR ..........................T................. . ........... ......................... ............... ........... .................................................. .......... ....... ............ ......................... .. ......... .................. . .............. . ........................................ 001 FLUSH SOLID CORE 4'-0 8'-6" 0'-1 3/4" EXTERIOR 435 NARROW RIVER ROAD ORIENT, NY 11957 T.O. PORCH ........................................... .. .......... .. ........ ............ ..... .... ................... 002 TBD, BY WINDOW MANUF. 2 -91, 8'-8" 0'-2 1/4" EXTERIOR ��RED A&C MAIN LEVEL FLR 101 FLUSH SOLID CORE 3'-8" 8'- 10" 0'- 1 3/4" CUSTOM PIVOT DOOR ................................. ... ... ............ ............. 102 FLUSH SOLID CORE 7'-2" 8'-10" 0'-1 1/2" CUSTOM SLIDING DOORS •�.r, . 103 1 FLUSH SOLID CORE :4'-2" 8'- 10" 0'- 1 3/4" CUSTOM PIVOT DOOR FLUSH104 SOLID CORE 3'-2" 8'- 10" 0'- 1 3/4" CUSTOM PIVOT DOOR :4:.;yz Grand total: 6 447- Ou"OR AND C) I TES 1. CONTRACTOR TO PROVIDE INSTALLATION MOCK-UP OF WINDOW WITH ALL FLASHING AND SEALANTS INSTALLED FOR ARCHITECT PPR * L. ISSUED-SETS: ia x �� ryG 2. LL EXTERIOR AND INTERIOR GLAZING SHALL BE TEMPERED. G FOR DATE OWNER REVIEW 02.22.22 3. ALIGN TOP OF WINDOW WITH TOP OF G6OR IN A LEVEL PLANE ABOVE FINISH FLOOR. BUILDING PERMIT 05.02.22 4. CONTRACTOR SHALL VERIFY ALL WINDOW AND DOOR ROUGH OPENING DIMENSIONS WITH MANUFACTURER PRIOR TO FRAMING. 5. CONTRACTOR TO SUBMIT SHOP DRAWINGS OF ALL DOOR AND WINDOW UNITS,SYSTEMS AND ASSEMBLIES WITH FIELD VERIFIED DIMENSIONS FOR ARCHITECTS APPROVAL PRIOR TO FABRICATION. CONTRACTOR SHALL REVIEW AND APPROVE SHOP DRAWINGS ■ PRIOR TO SUBMITTAL TO ARCHITECT AND OWNER. 6. SEE FLOOR PLANS AND ELEVATIONS FOR WINDOW AND DOOR SWING DIRECTIONS. ISSUED-SHEET: 7. ALL REQUIRED EMERGENCY EGRESS WINDOWS SHALL HAVE A MINIMUM NET CLEAR OPENABLE AREA OF 5.7 SQUARE FEET. THE FOR DATE MINIMUM NET CLEAR OPENABLE HEIGHT DIMENSION SHALL BE 24 INCHES. THE MINIMUM NET TO CLEAR OPENABLE WIDTH DIMENSION SHALL BE 20 INCHES. WHEN WINDOWS ARE PROVIDED AS A MEANS of ESCAPE OR RESCUE THEY SHALL HAVE A FINISHED SILL HEIGHT NOT MORE THAN 44 INCHES ABOVE THE FINISHED FLOOR. 8. INTERIOR DOORS SHALL HAVE A CLEARANCE OF 3/8 INCHES ABOVE FINISH FLOOR. 9. PROVIDE WELDED STAINLESS SILL PAN AT ALL DOORS,DRAIN TO EXTERIOR. 10, ALL DOORS TO HAVE A MINIMUM OF 4 HINGES AT 8 FOOT HEIGHT,3 HINGES AT 7 FOOT HEIGHT. CONTRACTOR TO PROVIDE TEMPORARY HINGES AS REQUIRED. VERIFY FINISH AND HARDWARE SPECIFICATION WITH INTERIOR DESIGNER AND ARCHITECT. 11. ALL EXTERIOR DOORS TO HAVE MULTI POINT LATCHING HARDWARE. 12. ALL POCKET DOORS TO BE IN 2X6 WALLS. 13. REFER TO HEAD,SILL,AND JAMB DETAILS FOR ADDITIONAL INFO. CONTENT: 14. ALL DOOR HARDWARE TO BE LOCATED AT 36"AFF. SCHEDULES 15. ALL FIXED WINDOWS TO BE DIRECT SET GLAZING WITH NO SASH. 16. SEE WALL SECTIONS FOR VERTICAL ROUGH OPENINGS AT UNITS THAT SPAN FLOOR TO CEILING. 17. ALL POCKET DOORS TO HAVE HAFELE SLIDO HARDWARE. 18. THE GENERAL CONTRACTOR SHALL REFER TO HERS FOR ALL THERMAL REQUIREMENTS AND COMPLIANCE WITH THESE MANDATES. �>,,, a © COPYRIGHT - ALL RIGHTS RESERVED. PROPERTY Or LUCID ARCHITECTURE LLC. r_ 1 A�AWND OPPER NDOVIIS TO BE LIMITED`TO 4"Of�ENING. SHEET: A01 2 7/19/2022 3:31:12 PM Autodesk Docs)/Orient House/ORIENT DETAIL.M ■ ■ ■ ■ ■ ■ ♦ / / \ C�O�cS'��t�cP92 ' / / \ \ ♦ i / Fs -10" / / 1000, / ' 3� / L E E Aft mm / \ DIMPROPOSED SINGLE FAMILY RESIDENCE A R C H I T E C T U R E FFE \ \ \ 201 w Washington ave r \ zeeland, mi 49464 \ \ / s6o, `` ♦ 616.741.0044 voice ♦ \ / ,R \ \ ♦ www.lucidarc.com .: ♦ DESIGNER: ` DAVID M GRESHAM DMG DESIGN STUDIO ♦ . ♦ 64 COOPER LANE EAST HAMPTON, NY ♦ Q P� G� CORNER OF MCI 8 @ ♦ �` �QJ STAIR STRUCTURE TYP. N . PRIVATE ♦ �� \ / DN \ ti \ til ■ ♦ \ / \ / DN ♦ PROPOSED DRIVEWAY PROJECT: 148001-21 ORIENT HOUSE \ �p� ♦ 435 NARROW RIVER ROAD ORIENT, NY 11957 E D ARC DN 5 D EOY N'9 r 04447-0-\ wr Oar oO &191 , / ` O / \ ISSUED-SETS: FOR DATE OWNER REVIEW 02.22.22 BUILDING PERMIT 05.02.22 / \ ISSUED-SHEET: ' FOR DATE / ` O ♦ / O / CONTENT: Q' ARCHITECTURAL ♦ / / SITE PLAN ' © COPYRIGHT - ALL RIGHTS RESERVED. PROPERTY OF LUCID ARCHITECTURE LLC. / SHEET: ARCHITECTURAL SITE PLAN Al 00 5/3/202210:19:11 AM BIM 360://Orient House/ORIENT FLIPPED.rvl ■ KEYNOTE LEGEND 3 VERTICAL STANDING SEAM METAL SIDING 70 PVE37 2 STOP PNEUMATIC VACUUM ELEVATOR A g C D E F G H I J K L 4 2 3 1 I --- I A402 I A402 I I I A402 I A402 ( - - - - - - - - - - - - - - - - - - I- - -II I I I I II I I I I I I I ( I LINE I ■ I I II I i I I I I I I I I � ABOVEOF STRUCTURE raIm In I I II I I I I I I I I L U U ARCHITECTURE I I 94'-0" I I I I I 15'-4" T-10" T-6" 8'-2" 15'-8" 6'-10" 1'-0' 7'-10" T-10" " T-10" 8'-2" 201 w washington ave zeeland, mi 49464 I L 616.741.0044 voice INE OF STRUCTURE T-10' 6�/� ABOVE 2 www.lucidarc.com — - — ---- --— - - - - — - — - I I - - - - - I I - - - - --- — -- - - --- --— - -, - — -- - ---— - I -- -- --- --- -- --- — - - - — - — - 3 I 8 I I I I I I >c: .. - - - - - - - - - - - DESIGNER: 8 — - — - — - — - — - -- - I LINE ABO OF STRUCTURE DAVID M GRESHAM DMG DESIGN STUDIO 8'-2" 6'-0" 64 COOPER LANE ' 1 >. A301 T-0" 1 EAST HAMPTON, NY -—-—-— I ———-—-—-———- .I "LINE OF CURB BELOW I . I A401 INSULATED WALLS �. - -`` CLIENT: 2"REC SSED FLOOR FOR SUMP �� PRIVATE CD o \ \d ,rr I I I I I I to ih I 04 CN r? J o PROJECT: 148001-21 _ _. _ - - -- - -- - - - - - _ ORIENTHOUS _ I E - - -- - - - - - - - - - - - - - - - � �--- - - - - � -I- - - - - - � - - - - - - - - - - - - - - - - - - - - - - �- - - - � - „ - - �; - - � T-- - - - - � - - - - - -I - - - - - - - - - C14 - - - - - - 4 co70. I SEPTIC CONTAINMENT SYSTEM.SEE o I I t I \ 435 NARROW RIVER ROAD CONTAINMENT DRAWING BY OTHERS r /'� 4 A403 ORIENT, NY 11957 ED ARC FL OOW THROUGH STORM VENT, 6X12" 12"ABOVE GRADE . 41,7I I I ��✓ #,� T �C, t, 001 SF- ------ I I 7'-0„ �. ' /. � , / .�� .j UTILITY I I ------------ 2 Vii: y y�r I ✓ \. - C) �Lw 001 I, FLOW THROUGH STORM VENT, (�, 0 6X12", 12"ABOVE GRADE A l 1 Q4447-01 0 I I /� t-5 1/2" M _ UP ISSUED-SETS: to A301 II I M I I I 5 FOR DATE L - OWNER REVIEW 02.22.22 - - - � — b = =—=-__ -= -= --- --- -I --- -� — - --- - — - — - --� - --- �- -- - --- - - - - - — - - - - - - - - - BUILDING PERMIT 05.02.22 - - - �- - — - - - - - - - - - - - - - - - - T - - - - - - - - -r - - - - - - - - - - - - - - - -� - - - - - - I - - - - -r - - — - — - — � - - - - - -—� - - - — - - - — - - — - — - - - - — - - - -- - - - - - - - - 6 I I LINE OF STRUCTURE ABOVE r UP 00 ■ ------ I I m I I I I --i--- 1 I I I I I I I I I ' A403 6'-10" 6'-0" 14'-8" ISSUED-SHEET: 3'-10" 01 I FOR DATE -------------------------- ------- --- I + - - - - - - - -- - - - - - - - - - -- - - - - - -1- - - - - - -I - - - - -f- - - - - - - � - - - ----------------- - — I I I I I A302 I I I I I CONTENT: GROUND LEVEL PLAN f C COPYRIGHT - ALL RIGHTS RESERVED. PROPERTY OF LUCID ARCHITECTURE LLC. GROUND LEVEL PLAN SHEET: 114"=1'-0" A201 7/25/2022 5.19:49 PM Autodesk Docs)/Orient House/ORIENT DETAIL.M LL TYPES KEYNOTE LEGEND WOOD STUD WALL,2x 4 7/8"AT EXTERIOR,UNO. ALL STUDS AT 16"O.C.,5/8"GYP.BD. 3 VERTICAL STANDING SEAM METAL SIDING 5 LINE OF EXPOSED STRUCTURE, SEE STRUCTURAL 7 36" HANDRAIL, 1"x1" BAR STOCK PTD. SEE STRUCTURAL ------ 15 PARTIAL HEIGHT WALL UNIFOR 3"WALL SYSTEM 23 FLOOR OUTLET ALT.3"WOOD STUD WALL,INTERIOR,LINO. ALL STUDS AT 16"O.C.,5/8"GYP.BD.EA.SIDE 24 GFI PLUG STRIP 31 FREESTANDING SHOWER AND CONTROLS 32 FREESTANDING TUB UNIFOR 5"WALL SYSTEM 33 SHOWER WITHOUT CURB, SLOPE TO LINEAL DRAIN ALT.5"WOOD STUD WALL,INTERIOR,LINO. ALL STUDS AT 16"O.C.,5/8"GYP.BD.EA.SIDE 34 WALL MOUNTED SINK w/FAUCET 35 UNDERMOUNT SINK w/INTEGRAL SPRAY FAUCET 36 VESSEL SINK w/FAUCET 40 DURAVIT 216309 RIMLESS TOILET 42 (2)24" REFRIGERATOR& FREEZER opp. 43 WITTEN VARIA M-80H GAS INSERT FIREPLACE 44 36"OVEN 45 24"DISHWASHER 49 WASHER 50 DRYER 51 MILLWORK, SEE MATERIAL SCHEDULE 53 COUNTERTOP, SEE MATERIAL SCHEDULE A B C D E F G H I K L 54 COUNTERTOP w/BACKSPLASH, SEE MATERIAL SCHEDULE 61 MIRROR, SEE INTERIOR ELEVATIONS 70 PVE37 2 STOP PNEUMATIC VACUUM ELEVATOR I I I I I I I I I I I ■ II I I I I I I I I I I II I I I I I I I I I I 94'-0" iI 15'-4" 15, 4" �. 63'r4" I I 1 ARC H DTEC: TURE T-10" T-6" 8'-2" 15'-8" T-10" T-10" T-10" T-10" 8'-2" II 201 w washington ave - - --� - - - - - - - - - - -- - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - -- - -- - - --- - - - - - - - - - - - - - - - - - - - - - - - -- - zeeland, mi 49464 5 616.741.0044 voice www.lucidarc.com 2 I 5 I I 3 I 1 I --- A402 A402 A403 A402 41 - - - DESIGN ER: 01 DAVID M GR ESHA M 2 ( DMG DESIGN STUDIO JAS 64 COOPER LANE EAST HAMPTON, NY CLIENT: 3 W2 2 PRIVATE - - - - - - - - - - - - T - - - - - -7— — - - - - - - - - - - - - - ■■ A30 1 ,................ ........ 6 � ❑® 7` IIIIIIII I ... ...............;. .. ..... _- - -�0'- —�-- - P1 -❑_t®7' 0p - 51 Y — 1. 1 2 '-3"........ ............ 32 I , 3 ,4 2- _❑�,•, _:�Y:�,Ya trnJ; ✓;�C R16' 15' IIIILI _.5 l8."0 -8" zo ...................... .......... `i _31 023 '_9.. 1 t�. ............... —�o✓ _ --l, 1n -5— --J - A4210 �1 / � Vc4a`�-Q: .\a � ` -, flp 1) � yj O 1rC4.�-8 1 001-21M <A301 ORIENT HOUSE 107 403 SF — 1 I °24LIVING ------ 1' 2'-6. 12 36 A401 ? 105' 183 EF 169 SF MASTE BEDROOM 435 NARROW RIVER ROAD0 43 49 zo MASTER BATH :61 ORIENT, NY 11957 LU M 36 M M 50 DAA02 531 /b,103 CEPORCH CHASE 15 sF .......... T 13R0 -97132............ .... . .............. 1 D v . 6-6"MIN HEAD RM,8 3/8' UTIL C 4 TREAD DEPTH AT WALKLINE(12"-)5 ............ ..... .............. . .......... .................................................................. v� ❑ FROM FACE OF CENTER POST) 447 M3'-0118„CLOSE los3soCLOSE LO . ........... 40M 109,55 SF SF ISSUED-SETS:N NTRY CHASE FOR DATE 2 OWNER REVIEW 02 22 22 4' 4'-2 4 - 3 -11' '2'-4 12' 54 51 BUILDING PERMIT05.02.22- 44 3 ............................ ........ . ...... . .................. ................................_................... ... ... .............. . ............................._ ........... 51 5 rr ------ ------ ............................................. b4 zn4 to - --------- - IIIl II O4❑® IiIII - O-3 15— —SF (V 1THEN _......... .... - -- . - . ...........—..... .IIIiIIIII. ....... -10 306 S F �IIIIII Q1 III IIII - - - - - 6 ISSUED S HEET: STUDY FOR D AT Pi E10 365 SF DINING ... ... _53 12'-7" ................ . ..... ............... 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SHT:A MAIN LEVEL PLAN 1/4"=1'-O" A202 7/25/2022 519:49 PM Autodesk Docs://Orient House/ORIENT DETAIL M A B C D E F 2 5 3 G H 1 J K L 4 1 A402 I I A402 I I A403 I I A402 A402 I 94'-4" 15'- 63' 4" 8'-2" 15'-8" T-10" T-10" T-10" T-10" 8'j2" ■ I I ( I I I I I I I I — — — — — — — — — — — — — — — — — — — — — — — — — — i — — — — — — — — — — — — — I — — — — — —I — — — — — — — — - - - - - - - - - - - - - 1 — L U C I U I I I I I I I I I I ARCHITECTURE I I I I I I I I I I 201 w Washington ave I I I I I I I I I I zeeland, mi 49464 616.741.0044 voice www.lucidarc.com I I 2 I ( ( I A403 I I I I DESIGNER: I I I I I I I I DAVID M GRESHAM METAL GRATE REFER TO I DMG DESIGN STUDIO I I STRUCTURAL i I I I I I I I 2 EAST64 HAMPTON, PER LANE I AMPTON, NY I I R1 I I I I I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - _ - - - _ _ - - 3 CLIENT: I I I I PRIVATE ---- I DN E MI I I I I 1 ■ PROJECT: 148001-21 I i I I I I o ORIENT HOUSE I I I I I I 9 I I I I I 435 NARROW RIVER ROAD ORIENT, NY 11957 BRED A&C, 1/8"/1'-0" I 1/2"/ 1'-0" 1/2"/1'-0" 1/8" - I _ /1 -0 ti a — I —— — — — — — — — — — — — , — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 4 I I I I I I 04447-n1 X04 - Vent Hood v I I I I I I I I I A401 ISSUED-SETS: o FOR DATE I I OWNER REVIEW 02.22.22 BUILDING PERMIT 05.02.22 I I I I I I IH HIM IH HIM iiI I I I ■ I I I I I I 5 ISSUED-SHEET: FOR DATE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - _ _ _ _HE:U _- _ - - g I I I I I I I I I I I I ON I I I I I I I I I I I I I A403 I I1 ( I � I - - - - - - - - - - - - - - - - - -,- - - - - - - - -- - - - - - - -t - - - - -t- - - - - - - t - - t- - - - .- - -I - - - - - - - - - - 7 I- - - I I I I I I I I I I I I I I I I I I ( I I I I ( ( CONTENT: ROOF PLAN © COPYRIGHT - ALLRIGHTS RESERVED PROPERTY OF LUCID ARCHITECTURE LLC. 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F2 F2 F2 PRIVATE --- — MAIN LEVEL FLR ----- — I MAIN LEVEL FILM _ _ __- MAIN LEVEL FIL� PROJECT: 148001-21 NMI ��|` L--�' OrU[NF HOUSE | ' | / | | | / | \ / \��/ / ' 435 NARROW RIVER| `v' / ( C% } `<~�/ | | \ �/ORIENT, NY -- 0 IDE | | | | / \ | / . | | | | / | | | | | | / | | | | | | / | | / . / | | | |- | | | | BSUED-SETS FOR DATE | | | | / | | OWNER REVIEW 02.22.22 1K1417 SF / / BUILDING PERMIT 05.02.22 UTILITY | | | | | | | | | | / | | � METAL GRATE.SEE / / Il'i POOR | STRUCTURAL | | | / | | ISSUED'SHEET: / . / FOR DATE Fl | | | | / | | | | | | / | | . � � | LOWER LEVEL FLR _- �"OWsnLE"EL ______� -- --_—__ -_ -------- -- |------- -- ------ -- �'G^ `� ' �-G^ �� G^ r - ' -- ------' -- ------- -- -- ------ -- -- ' - �'O^ `� �'O^ | | | | | | | | | | | | | | | | � | | | | | | / | | ----| | |---| | |---| | |---| CONTENT: WALL SECTIONS ' ' ---| � |----| | �---� ' | | | | | | (0 oupmmxT ALL RIGHTS RESERVED, PROPERTY urLUCID ARCHITECTURE LLC. SECTION @ AWNING WINDOW r3'**\V SECTION @ NORTH LOWER WALL -rl SECTION @ CHASE r2 SHEET: A502 5/3/2022 10-19:29 AM BIMm0HOrient House/ORIENT FLIPPED.rvt W11V1301N31yWMOH luau0p soo0 HsapolnV Ad 91[£E ZZOZ/61/L o9ve :133HS '011 3Hf110311HOHV 010(11 d0 A1N3dOHd 03AUS3H S1H91H 11V - 1H91HAd00 mijov10 3isvm :1N31N00 31VO »03 :133HS-03f1SSl ZZ70'90 11Wli3d JNIOline ZZ'ZZ'ZO M]I MU IMM0 31110 X103 :SAS 03(1SSI 30 Z96 G l AN '1N31d0 OVOd H3AIH MOHHVN 9£b 3snOH A31H0 GZ-1008ti1 :103r0Hd RVAIdd :1N3110 #'33L1 OH W31SAS OI1d3S 03AONdd`d kiNnoo N10.3dns 013NI131SVM::tr AN 'NOldAVH 1SVI INV] U3d000 b9 oioniS NOIS34 SAO NVHS3U9W01Ada - - - - - - - - - - - - - - - - — - - — — — — — — — — — — — — — - - - - - - - - - - - - — - - - - :83N91930 , � � � — — — — — — — — — — — — — — LU00'0Je 10(1 -MMM colon bb00 1b19 G9 „z-,oi _ liZ — — — I _iiZ — — — — — I--��_ _ I_liZ — — — — — — I — — — —I —liZ- — —. —�rZ- — ?�ld 13A31 NIt/W I ' , � � bMV It1I `puelaaz i ME u015UIgSeM M [0z I r .........:�......... . 11 I . Z I Z , ..Z 3unio :miIHDbV AMk ..._ .. _ N MUM _........_......... , NI`d I(l 2IOOl3 I 213HSdM I 131101 NNIS I NNIS WO ani NIV/10 213MOHS ( ( 131101 I NNIS NNIS ;, 213HSVMHSI4 NNIS f I I I I I I I I I I I I i- - - - - - - - - - - -1 - - - - - - - - - - - - - - - - — — — — — — — — I- - - - -T - - — — — — — — — — — — — — — — — L— — — — — — — — — — — — — — — — — — — — — — — -L - - - - I— — — — — -L - - r - - --I I , � I I I 1N3n d00a 1N3n d002i Project GRESHAM RESIDENCE 435 Narrow River Road A B C D E F G Orient, NY, 11957 H I J K L 94'-4" IA 31r�4,r 8r_21r ' I I I - - - - - - -I - -- - - - - - ' - - - ' ------ - - - I ' i( I I Client ------ ------ -------L------- ------- David Gresham 64 Cooper Lane I I East Hampton, New York I ' I i I I I I I Architect I I I I I Lucid Architecture 201 W Washington Ave#250 I( I Zeeland, MI 49464 I I" TYP. p 616 741 0044 I 8 REINF CONC 2 CURB (TYP.) S-200 I EDGE OF afro'{ I structural Engineer Q1��5�� /� \ 1�'`��1 ��,��5 I SLAB/GB 15'-10" I TYP. \ � 7'-11" 3 s-200 Ronxir D.GIHHLE I x PC_1 I r PC-1 / \ C ON3ULTIIdG ENQIIJEERs - - - - - - — —----\-- - - 9—- - - - - _ -_ -_ _—�_ _ �, _ _ _ _ 18 West 21st street I 'Third Floor I NY, NY 10010 — — — — 2 1 r 1 Phone 212-989—?.853 , www.rdgenginam.com I ..� ✓ I ( �, .., 1 L—on]-- ---J L--- ---J L_— -�-- J L ' _JGB-1 [1'-0"] ® � _J co V L---t---j PC_3 PC-3 [1'-0"] PC-3 f 8' REINF PC-3 [1'-0"] A 2 CONC SLAB I I I I I x I l I S-200 TYP. - f 1 QI ENCLOSURE (SEE I ( T.O. SLAB I .l 5 I PILE & PILE CAP Pc-1 ARCH DWGS) I �-, -6 CENTERED Q 1 -a EL.: 4 I �� ] I 1 SPIRAL STAIR �1� GRADE i I i 115E TIMBER I of 2 �, POST I �r I — PC 1 EL.: 4'-0" I I m I ''-*r I - I S-200 — I ' .. GRADE " 10 I C9 L_ J 2" DEEP I TYP. 8" REINF CONC I i o o �� PITMP I 3,-10" �I I EL.: 99'-6" r -1 CURB TYP. 2 DEEP a, o Q I I i { } N X Q F--m " i ELEVATOR I1. 5—0 5 x10'-0" PC-1 I PIT ' f4DD L TOP BAR \ L, moo^ r , r t Pc-19 ' UP a ___ I � _ 61 10T TIMBER 1 ' *� ,� I I `D , _ PREFABRICATED �5 PILE (TYP.) *�a�6 �'� '�--- L N — — a�61 SPIRAL STAIR 1��5 -\ *� L -� Z ————— r N *� 15 Q (SEE ARCH I 2#5 x13'-0" L__ _ �� I DWGS S—too TYP. I I \ ADD'L TOP BARS -\--- - - - - -I - - _ I I " Ir - \ I %r -- - - - ( � � I � � � II sol N N r. lo� 15 I I 4 o L---�- --J L_ _J s-too L 1 1 �r� o r, 0 1 L_ _J C ---�-- NQ L-- —J PC-3 [1 -0 ] PC-3 TYP. GRADE " I N •- • I I --—— EL.: 4-0 [1 O ] PC-3 1 i I PC-3 [1 0 ] 16-4 I Q, PC-3[1'-0"] W Al TOPc&EA. i 1 I � h BOTTOM REBARS I �I I ENCLOSURE PIT NOTES: 1 1 *� I I 1 1 (SEE ARCH 1. BOTTOM OF SLAB DOESN'T PC-1 * I I I DWGS) t CHANGE AT PITS r 1 I I I I GB-1 PC-1 A �---J I 2. TOP REBARS INTERRUPTED BY PC-1 [1'-0"] 0 —I 0 I PITS SHALL BE HOOKED _I I _ ' TYP. �l ( IGB-1 (r x 3. PROVIDE ADD'L TOP REBARS I —— AS SHOWN ON PLAN (SPACE AT _ — — — EDGE OF — — N PC-4 3 ox. FROM EDGE OF PIT) SLAB GB L L__J UP ——— [1II-0"] 6'-10" PC-1 x a 1 I — C 6 1 Ig9 r „ 01 STAIR // (�1 \\ CURB I(TYP.) NF Nc / __�__ STRINGER I / TYP -- - - - - - (SEE ARCH - ---- - -- - - - - - - - - -—�- --� - - - - - - - - Iz --�—- - - - - 6 DWGS ( � ( I 1 1 1 *W8x68 r J L_-- ___J L —200 _-- _ J s STAIR � — I , I [1'-O"] PC-3 [1'-0"] PC--3 TYP. I , POST , i I I 1 L_— 1 6 I I x ( --- - --- -------- -- - - - - i - - - 1 03-25-2022 DOB FILING Rev Date Issue Drawving Title N LEGEND NOTES: FOUNDATION PLAN PC-# INDICATES PILE CAP DESIGNATION D 1/4" = 1'-0" 1. TREATED 11MBER ALLOWABLE CAPACIIYSSHALL BE DRIVEN TO A OF 10 TONS AND 15 TONS 1NIMUM RESPECTIVLY, STRINGER [x'-x"] INDICATES BOTTOM OF PILE CAP OR AFTER DRAG DOWN. (PILE CALCULATIONS AND SPECIFICATIONS TO FOUNDATION PLAN & 0 1 2 4 8 FT GRADE BEAM ELEVATION SBE TATOVIDE B A }OTECHNICAL ENGINEER LICENSED IN THE ESTAIR LANDING DN _ rl GEOTECHNICALENGINEECATES RNGIIN ER FOR TREATED ESPECS)R PILES (SEE 2 SITE ELEVATIONS SHALL BE COORDINATED w/ ARCHITECT AND CIVIL FRAMING PLAN *W, *L, *MC & *PLATES - DENOTES CORROSION ENGINEER DRAWINGS. z RESISTANT HIGH STRENGHT LOW-ALLOY STEEL (A588} � INDICATES 15T TREATED TIMBER PILES {SEE *HSS12x4x1/2 UP '� GEOTECHNICAL ENGINEER FOR SPECS} 3. REFER TO 'SOIL MECHANICS DRILLING CORP' FOR GEOTECHNICAL STAIR I *W8x68 BEAM *HSS - DENOTES CORROSION RESISTANT REPORT DATED MARCH, 2021 FOR ADDITIONAL SUBSURFACE seal. Date 25-Mar-22 STRINGER IN INFORMATION AND RECOMMENDATIONS. HIGH STRENGTH LOW-ALLAY STEEL (A847) = INDICATES STEEL COLUMN .<<GOF NEW P *W8x68 STEEL 4. GC TO PROVIDE A PILE ID PLAN WITH PROPOSED COORDINATES 'tP p�� '11B 09,E Project No. POST BELOW FOR PILE INSTALLATION FOR REVIEW AND APPROVAL. o C. <� * 21015 ELEVATIONS SHOWN ON THIS DRAWING 5. AS-INSTALLED LOCATION OF PILES SHALL BE DETERMINED BY o ' w Drawn by ARE IN NAVD88 DATUM. SURVEY AND SUBMITTED TO ENGINEER FOR REVIEW, PILE CAPS ��+ �,� iv HAVE BEEN DESIGNED FOR A INSTALLATION TOLERANCE OF 3".SURVEY SHALL STAIR LANDING FRA3244 I N G PLAN FOR PROJECT ELEVATIONS REFER TO LOCATIONS WITHCLY ALLRPILESDEXC EXCEEDING TOLERANCDEVIATIONSOE CLEARLYED FESS o�P%_ Checked by RDG 1/4" = 1'-0" ARCHITECTURAL DRAWINGS IDENTIFY. 6. DEWATERING OF THE SITE DURING CONSTRUCTION IS THE SOLE Sheet No. RESPONSIBILITY OF THE CONTRACTOR. FO - 1 00 SHEET 1 of 7 Project GRESHAM RESIDENCE 435 Narrow River Road Orient, NY, 11957 A B C D E F 94'-4" G H I J K L Client David Gresham 64 Cooper Lane 15'-4" 15'- " 63' 4" East Hampton, New York 8'-2" 7'-6" 8'-2" 15'-8" 7'-10" 7'-10" 7'-10" 7'-10" 8'-2" SPLICE (SEE TYP. DETAIL ON _ - 5-201) *MC18x58 _ _ _ } _ _ _ _ - _ _ - y _ - _ - - _ _ _ - _ - _ 1 Architect I SPLICE (SEE Lucid Architecture T.O. MC18 BEAMS I TYP. DETAIL ON 201 W Washington Ave#250 I EL.: 12_-6 S-201 Zeeland, MI 49464 p 616 7410044 F- I I Z ¢' I I < Structural Engineer M U I I 00 LO 001 0I x I I I I I I I Ln 00 RODNEY D. GisHLE C>CONSULTING ENGDiEERB 18 hest 21st Street I Third Floor I NY, NY 10010 TYP. 1 I I I , Phone 212-989-2859 1 wwwxften&eers.com 6 5 S-201 S-201 I *TJ* I .T1��61 2 -- - - - - *MC1$x58 -------------- - - - - - - - - - - ------ - - - - -- - - - -- 201 201 *W1Ox22 F' _ CENTERED O I , ® STINGER *HSS6x4x3/g UP STAIR * STRINGER I I I PREFABRICATED B � �q �+, I � (TYP.) 00 I I ( SPIRAL STAIR C� to I c [� (SEE ARCH xo x o 001 I I I I I I O DWGS I N N l N N *L3x3xt/4 I x x LEDGER WELDED o O N TO MC18 (TYP.) — ' ( ro •`` r'{ G1 r'1 1 I �rV I iFV`��v I I 4, , I 4a�6 / -�- -- *W14x30 (-21/," 1 -� - - - - J------ ------1 ------ -------------- C-4 TYP. S 201 I 4 EQ. EQ. EQ. EQ. S-201 w I I I I c� I T.O. MC18 BEAMS r _ r IY EL.: 108 -6 I I N I I I I I N I x 0 N I O x l O N I 00 V X to O I I I I I I I I I I I 1" STONE ON I I I I 14 - 11/2" S.S. x GRATING I *HSS4x4 I X61 ( HANGER U P *�1g��1 *��61 �1��61 5 ( *MC18x58 I I I I I I I 1 I I I I I I 1 03-25-2022 DOB FILING I I 1 I I I I I I I 1 ( I I I I M Rev Date Issue Zi DNI U Drawing Title < I I U * I SPLICE (TYP.) I -- - - - -- - - - - --- - *MC18x58 - - - - - - - - - -------------- - - -- - - - - - - - - - - - - - - - - LOW DECK FRAMING PLAN *HSS12x4x1/2 ' STAIR STRINGER *W, *L, *MC & *PLATES — DENOTES CORROSION Seal.A588 N 25—Mar-22 RESISTANT HIGH STRENGHT LOW—ALLOY STEEL (A583) LOW DECK FRAMING PLAN LEGEND PLAN NOTES �oF "Ewy Date 1'-0"= '<P Qta�� B .�, N *HSS — DENOTES CORROSION RESISTANT 1/4" 1. SEE DRAWING S-200 FOR GENERAL NOTES � Project No.9 c, l� * 21015 HIGH STRENGTH LOW—ALLOY STEEL (A847) 0 1 2 4 8 FT NEW STEEL MEMBER 2. SEE DRAWING S-200 FOR TYPICAL DETAILS NEW WOOD JOIST HEADER OR TRIMMER 3. SEE DRAWINGS S-201 & S-202 FOR . " � W Drawn by iv SECTIONS AND TYPICAL DETAILS aCOLUMN/POST UP ONLY4. ELEVATIONS SHOWN ON THIS DRAWING GFEcss% � Checked by RDG W COLUMN/POST DOWN ONLY ARE IN NAVD88 DATUM ()EE ARCH DWGS FOR PROJECT ELEVATIONS Sheet No. COLUMN/POST UP AND DOWN S- 100 SHEET 2 of 7 Project GRESHAM RESIDENCE 435 Narrow River Road Orient, NY, 11957 A B C D E F G H I J K L Client 94'-4" David Gresham 15-4 15- 6 St 4 , 64 er Lane East Hampton, New York 8'-2" 7'-6" 8'-2" 15'-8" 7'-10" 7'-10" 7'-10" 7'-10" 8'-2- Architect ' Lucid Architecture 201 W Washington Ave#250 Zeeland, MI 49464 p 616 7410044 Structural Engineer RODNEY D. GiBBLE C ONSULTMG ENGINEERS 18 Rest 21st Street I Third Floor I NY, NY 10010 , TYP. TYP. TYP. Phone 212-989-2859 I www.rdgenQineers.oam I I 1 SPLICE ' 5 I 1 5 (TYP.) ( *�f1a�61 *��y6� S-202 *�$y6 S-201 *3i�x61 S-202 *V1��61 2 CANT *MC18x58 *MC18x58 CANT —- - - ----------- - - _---- - - - - - - - - - - - - --_-- - - - - - - - - - - - - - --_-- - - ------ 7 - - - 3 ----- ----- - ----- ----- MC8x21.4 (-21/2") � MC8x21.4 (-21/2") MC8x21.4 (-21/2') ► MC8x21.4 (-21/2") 1" STONE MC8x21.4 (-21/2') 6 _ ON 11/2" 6 S.S. I ( 'I S-202 I 111/4" LVL JOISTS C�16" O.C. S-202 DN GRATING 11 i TYP. I — — TYP. HSS6x4x% li w li li co STAIR 11 ^ 11 i I LO CONNECT C6 TO SPIRAL STRINGER I N it `N =N ^ 11 I 00 x \ J =N I' N it I STAIR POST w/ WELDED (TYP.) N N T.O. MC18 BEAMS N x i SHEAR *R3/g �, i � EL.: 14'-6' .� N N x -t N N x �!, o_ i� x x LIFT OPNG X 73L/-4PLYWOOD N co I 3 II � II 31 �' (SEE ARCH Q TYP. FLOORING (SEE �- DN * * I ^ ) Vff x00 �_ DWGS TYP. DETAIL) - x I PREFABRICATED x 00 x 4 3 TYP. U *C6x13 SPIRAL STAIR I *WT4x12 * TRIM WEB & c� 1 "co (2) 111/4' LVL's TRIMMER 5-202 8 � \mow (SEE ARCH BRACE I — 11 /4 LVL JOISTS ®16 O.C. C-- — — — 111/4 LVL JOISTS 016O.C. S-202 x CD DWGS) BOTTOM (TYP-) I FLANGE OF C 111/'4' LVL JOISTS @16_O.C. ]I� �) 3 OPP LO MC18 — * 0 y6l ro'I I rol 61 S-201 o CANT *� *W14x109 (-21/2") C �$ HEADER4 V7S ]I� �) W1 474 (-21/2') ("�WCANT L1 = Project GRESHAM RESIDENCE 435 Narrow River Road Orient, NY, 11957 A B C D E F 94-4 G H I J K L Client David Gresham 15 64 Cooper Lane —4 4 " " East Hampton, New York I I 15— I I 63 I I , 8'-2" 7'-6" 8'-2" 15'-8" 7'-10" 7'-10" 7'-10" 7'-10" 8'-2" I , 4 I I I I I I I I I --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Archdtect Lucid Architecture I I 201 W Washington Ave#250 Zeeland, MI 49464 p 616 7410044 1 I Structural Engineer I I I I I I I I I I I 1 K> RODNEY D. GIBHI.E C ONMMTMG ENGINEERS 18 West 218t Street f Third Floor I NY, NY 10010 Phone 212-989-2858 I wwwxdgenginem.com I I I 1 CANT *MC18x58 *MC18x58 tCANT MC8x21.4 (-21/4') MC8x21.4 (-21/4") MC8x21.4 (-21/40) MC8x21.4 (-21/4") MC8x21.4 (-21/4") - I d I II d P I d I I I II � II II II W II II I I III � i^- II II I T.O. MC18 BEAMS I ", 11/2. S.S. N EL.: 25'-0" N *WT4x17.5 TIE GRATING �x .: N o TYP. N ►x i x co N 3/" PLYWOOD 1 I (TYP.) ._1 0000 TYP FLOORING (SEE SNI. d c� to 3 TYP. DETAIL) � N I � - 4 M U I I I * x S-202 91/2' LVL JOISTS ®24" ox. 91/2" LVL JOISTS ®24" ox. LO x 1 S-202 S-202 co 9*1 CANT _ *MC13x50 (-21/4") W14x74 (-21/4") W1 474 (-21/4") CANT o V --_ -- - - - - - - - - - - - - 4 TRIM WEB & *MC13x50 (-21/4') Ln BOTTOM TYP.FLANcO *L3x31/4 MC18 91/2" OF 91/2" LVL JOISTS ®24" ox. � 4 � LEDGER elfs-202 WELDED TO UJ 91/2_LVL JOISTS 024" ox. 91/2" LVL JOISTS MC18 (TYP. ® ®24 o.c. — GRATING) N _\ N 1 /2 S.S. !. , i N !, I o GRATING too J I i ^ �. I 1 I CV x tx 00 to N r� 3 3 I 0 � `^ � T.O. MC111 BEAMS 3 EL.: 25 -0 U-) N X, x I I I00 l i c� ei 3/4" PLYWOOD i Ili II � FLOORING (SEE l TYP. DETAIL) I *HSS4x4x3/ *WT4x17.5 TIE MC8x21.4 —21/" / — 5 HANGER (TYP.) ( 4 ) MC8x21.4 (-21/4") —_--- MC8x21.4 (-21/4") =777-7. MC8x21.4 (-21/4") BELOW --- --- -�- - - - - - - - CANT -.� - - - - - - -- - - *MC18x58- - - - - - - - - - ,� *MC18x58 - - -� - - CANT 6 *�ay6 I 1 03— 25-2022 DOB FILING 1 S-202 I Rev Date Issue ' TYP. Drawing Title I ------ ------- ------------- ----�- - - - - - - - - - - - - - - - 7 ROOF FRAMING PLAN *W, *L, *MC & *PLATES - DENOTES CORROSION RESISTANT HIGH STRENGHT LOW-ALLOY STEEL (A588) *HSS - DENOTES CORROSION RESISTANT HIGH STRENGTH LOW-ALLOY STEEL (A847) N seal. Date 25-Mar-22 ROOF FRAMPLAN LEGEND PLAN NOTES OF NEW�P�� %( o 0� y09 1/4 = V-011 1. SEE DRAWING S-200 FOR GENERAL NOTESOa 6� Project No. 21015 0 1 2 4 8 FT NEW STEEL MEMBER 2. SEE DRAWING S-200 FOR TYPICAL DETAILS "' s ' a W Drawn by NEW WOOD JOIST HEADER OR TRIMMER 3. SEE DRAWINGS S-201 & S-202 FOR �D'�° iv SECTIONS AND TYPICAL DETAILS �. COLUMN/POST UP ONLY Op 3244 Pv� Checked by 4. ELEVATIONS SHOWN ON THIS DRAWING 0 ssi0'a RDG COLUMN/POST DOWN ONLY ARE IN NAVD88 DATUM (,EE ARCH DWGS FOR PROJECT ELEVATIONS Sheet No. COLUMN/POST UP AND DOWN S- 102 SHEET 4 of 7 Project GENERAL NOTES ENCLOSURE ENCLOSURE G RES HAM RESIDENCE CODES AND STANDARDS 3. FLOOR SHEATHING SHALL BE 3/4" APA (AMERICAN PLYWOOD SEE PLAN (SEE ARCH DWGS) SEE PLAN (SEE ARCH DWGS) 1. 2020 BUILDING CODE OF NEW YORK STATE ('BCNYS'}. ASSOCIATION) 48/24 SPAN-RATED SHEATHING, TONGUE AND 435 Narrow River Road GROOVE, EXPOSURE 1. GLUE AND NAIL SHEATHING WITH 10d STRUCTURAL DESIGN CRITERIA Orient, NY, 11957 2. AMERICAN CONCRETE 114STITUTE ("ACI") 'BUILDING CODE COMMON NAILS AT 6" ALONG PANEL EDGES AND AT 12" IN THE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318-14. FIELD U.O.N. ON THESE DRAWINGS. 2020 NEW YORK STATE BUILDING CODE ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES FINISH (SEE FINISH (SEE 4. STEEL HANGERS SHALL BE USED TO JOIN JOISTS, HEADERS AND ARCH DWGS 3. AMERICAN INSTITUTE OF STEEL CONSTRUCTION ("AISC"} BEAMS TO OTHER MEMBERS AT FLUSH-FRAMED CONDITIONS. SNOW LOADS ARCH DWGS) SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" ASIC 360-16. U.O.N., HANGERS SHALL BE OF A SIZE SPECIFICALLY DESIGNED 4. AMERICAN WOOD COUNCIL ("AWCI 'NATIONAL DESIGN FOR THE MEMBER SUPPORTED. REF: ASCE 7-16 SECTION 7 SPECIFICATION (NDS) FOR WOOD CONSTRUCTION--WITH 2018 5. BOLTS USED IN WOOD-FRAMING CONNECTIONS SHALL BE ASTM GROUND SNOW LOAD P 25 psf 2020 NYSBC FIGURE 1608.2 8" CONC SUPPLEMENT" AWC NDS-2018. A307 UNLESS OTHERWISE NOTED. g - 'CURB 8 CONCONIC6. 'LVL" DENOTES 1-3/4" WIDE '2.OE MICROLLAM LVL' BEAM ASCE 7: STRUCTURAL CURB Client IMPORTANCE FACTOR Is = 1.0 TABLE 1.5-1 & TABLE 1.5-2 SLAB SEE STRUCTURAL FOUNDATIONS MANUFACTURED BY TRUS JOIST CORP. OF THE DEPTH INDICATED. BLDG CATEGORY H #4®16 o.c. DOWELS w/ { #4®16" ox. DOWELS w/ SLAB (SEE HILTI 'HY500' ADHESIVE & #5 CONT PLAN) HIL11 'HY500' ADHESIVE & PLAN 1. TREATED TIMBER PILES SHALL HAVE A MINIMUM ALLOWABLE 6" MIN EMBED SLAB KEBABS #5 CONT } SLAB KEBABS David Gresham CAPACITY OF 10 TONS AND 15 TONS RESPECTIVELY, AFTER DRAG 7• ALL MANUFACTURED LUMBER SHALL BE HANDLED AND INSTALLED EXPOSURE FACTOR Ce = 0.8 ASCE 7: TABLE 7.3-1 SEE PLAN 9" MIN EMBED DOWN. PILE CALCULATIONS AND SPECIFICATIONS SHALL BE TERRAM CATEGORY D _ ( ) - (SEE PLAN} 64 Cooper Lane IN ACCORDANCE WITH THE TRUS JOIST'S RECOMMENDATIONS. East Hampton, New York PROVIDED BY A GEOTECNICAL ENGINEER LICENSED IN NY STATE. FULLY EXPOSED T.O. SLAB C4 x � T.O. SLAB � � � P � 2. AS INSTALLED LOCATIONS OF PILES SHALL BE DETERMINED BY SPECIAL INSPECTIONS THERMAL FACTOR Ct = 1.0 ASCE 7: TABLE 7.3-2 EL. SEE PLAN • a • U EL. SEE PLAN • • ° "� U SURVEY AND SUBMITTED TO ENGINEER FOR REVIEW. FOUNDATIONS GRADE GRADE HAVE BEEN DESIGNED FOR AN INSTALLATION TOLERANCE OF 3". R ° d "' ° < -.4 4 v•' SURVEY SHALL CLEARLY INDICATE DEVIATIONS FROM INTENDED 1. GENERAL Pf= o.7xCexCtxisxP _ I I e' 77 �-- Architect LOCATIONS WITH ALL PILES EXCEEDING TOLERANCE CLEARLY o � ��Q U �� 0 _ z w IDENTIFIED. SPECIAL INSPECTIONS AND TEST SHALL BE PERFORMED AS ASCE 7: EQ 7.3-1, "I I IE 1 0 z =III=I 10 C� cn DESCRIBED BELOW BY AN AGENCY APPROVED BY THE BUILDING FLAT ROOF SNOW LOAD Pf = 14 psf EQ 7.4-1 & FIG 7.4-2 1=1 I I- °' ��0�� O0 _ - O �O0 OFFICIAL PER BCNYS §1703.1. ' •• a I-;r �,`; ' �;� U cn -I I- c <. Lucid Architecture 3. NOTIFY BUILDINGS DEPARTMENT PRIOR TO START OF WORK. =III=1 4• I I � /'°el`®/�,,\ � =1 I=I 4 ( 2#4 CONT -III- • d I ��;`��''`�°,4°®� -I I1= • ✓ � 201 W Washington Ave#250 PER BCNYS §1704.2.4, THE APPROVED AGENCY SHALL KEEP I ° • REBARS .� 4. DEWATERING OF THE SITE DURING CONSTRUCTION IS THE SOLE RECORDS OF SPECIAL INSPECTIONS AND TESTS. THE APPROVED "� -III=I a ` i7 I Zeeland MI 49464 RESPONSIBILITY OF THE CONTRACTOR. WIND LOADS v - E I ��`��, �'� AGENCY SHALL SUBMIT REPORTS OF SPECIAL INSPECTIONS AND GB-1 -III- ° ( 1 -0 0 p 616 7410044 TESTS TO THE BUILDING OFFICIAL AND TO THE ENGINEER. REPORTS REF: ASCE 7-16: CHAPTER 26 GENERAL REQUIREMENTS BEYOND =L ( VERT REBAR, HOOK AROUND ° I #4®12 ox. "STEGO WRAP 5. ALL FOOTINGS / PILE CAPS SHALL BE CENTERED ON COLUMN OR SHALL INDICATE THAT WORK INSPECTED OR TESTED WAS OR WAS _ SLAB TOP REBAR TYP. SEE a. STIRRUPS COMPACTED POST ABOVE, U.O.N. CHAPTER 28 MWFRS {ENVELOPE PROCEDURE) PART 2 - ( (TYP.) { 15-MIL." NOT COMPLETED IN CONFORMANCE TO APPROVED CONSTRUCTION _ of !9 ca 4 „ ( PILE CAP SCHEDULE FOR _ SOIL DOCUMENTS. DISCREPANCIES SHALL BE BROUGHT TO THE CHAPTER 30 C&C PART 2 '� v ( ADD'L INFO) ``� U I REBARS IMMEDIATE VAPOR BARRIER structural Engineer IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF • -- CAST-IN-PLACECONCRETE • •I I THEY ARE NOT CORRECTED, THE DISCREPANCIES SHALL BE BASIC WIND SPEED 3 sec gust) 128 mph FIGURE 1609.3(1) °i I TIES (SEE PILE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND TO ( g } p d I ° I SEE ARCH DWGS FOR I _ _ RonN D. G><aHr.E 1. ALL CONCRETE WORK SHALL COMPLY WITH ACI 301-05 THE ENGINEER PRIOR TO THE COMPLETION OF THAT PHASE OF CAP SCHEDULE) WATERPROOFING 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS". THE WORK. A FINAL REPORT DOCUMENTING REQUIRED SPECIAL TABLE 1.5-1 & TABLE 1.5-2 III- I- I a REQUIREMENTS I-I - =1I I I I I CONMMTING ENGnmRs WORK SHALL ALSO CONFORM TO THE REQUIREMENTS AND INSPECTIONS AND TESTS, AND CORRECTION OF ANY IMPORTANCE FACTOR IW = 1.0 BLDG CATEGORY Ti PC-1 .III- I �I GB-1 �I I=I I= I I-1 18 hest 21st Street I Tbird Floor ( NY, NY 10010 RECOMMENDATIONS OF THE FOLLOWING ACI DOCUMENTS: 305R, DISCREPANCIES NOTED IN THE INSPECTIONS OR TESTS, SHALL BE -I -III I Ii ftme M2-W9-28 I ww xdgengbuers•oom 306.1, 306R, 211.1, 211.2, 214, 304R, 304.28. 304.5R, 309R, 308, SUBMITTED AT A POINT IN TIME AGREED UPON PRIOR TO THE UNDISTURBED 302.1R, SP-66, 117, 347R. START OF WORK BY THE OWNER OR THE OWNER'S AUTHORIZED EXPOSURE CATEGORY D ASCE 7: SECTION 26.7 UNDISTURBED 2. SHOP DRAWINGS FOR ALL REINFORCING SHALL BE PREPARED IN AGENT To THE BUILDING OFFICIAL. 10 TON TIMBER PILES NATURAL SOIL NATURAL SOIL ACCORDANCE WITH THE ACI DETAILING MANUAL AND SUBMITTEDGCI - ±0.18 ASCE 7: TABLE 26.13-1 (SEE LAYOUT DETAILS FOR APPROVAL PRIOR TO THE START OF WORK. CONSTRUCTION OF IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE A MINIMUM INTERNAL PRESSURE COEFFICIENT P - MaaSED s LDINCS) ON THIS DWG, AND IN JOINTS AND CLEAR COVER AT ALL LOCATIONS SHALL BE CLEARLY 24 HOURS OF ADVANCE NOTICE PERFORM SUCH GEOTECHNICAL ENGINEER SHOWN. INSPECTIONSANY WORK WHICH PROCEEDS EDS WITHOUT REQUIRED WALLS INSPECTION(S) SHALL BE AT THE SOLE RISK AND RESPONSIBILITY FIELD ± 25 psf FOR SPECS) OF THE CONTRACTOR AND HE EDGES ± 31 sf 3. CONCRETE MIXES SHALL BE PREPARED IN ACCORDANCE WITH THE /SHE SHALL THEREBY HOLD MAIN FRAMING RESISTING SYSTEM p ASCE 7: SECTION 3 SECTION NYS BUILDING CODE AND SUBMITTED FOR REVIEW AT LEAST 14 HARMLESS AND INDEMNIFY THE OWNER, ARCHITECT, ENGINEER, AND DESIGN PRESSURES ROOFS: FIGURE 28.5-1 2 DAYS PRIOR TO THE PLACEMENT OF CONCRETE. SPECIAL INSPECTOR FROM ANY LIABILITY RESULTING FROM SUCH FIELD 1: 34 psf • w WORK. mcEs ± 49 psf 4 - 4. CONCRETE FOR FOUNDATION ELEMENTS: -NORMAL WEIGHT ALL INSPECTION SHALL BE PERIODIC UNLESS NOTED OTHERWISE WALLS: -MINIMUM 28-DAY STRENGTH OF 4,000 PSI BELOW. AREA FIELD ± 46 psf -MAXIMUM WATER/CEMENTITIOUS RATIO OF 0.50 BY WEIGHT <,oe EDGES ± 56 psf COL -5.5% AIR CONTENT 2. FABRICATED ITEMS (BCNYS §1704.2.5) AREA FIELD ± 35 psf >-K Encs ± 35 psf 5. ALL REINFORCING BARS SHALL BE NEW BILLET STEEL CONFORMING SHOP FABRICATION SHALL BE INSPECTED PER BCNYS §1704.2.5 COMPONENTS AND CLADDING ASCE 7: COLFS: . TO ASTM A615, GRADE 60, ALL WELDED WIRE FABRIC SHALL UNLESS THE FABRICATOR IS APPROVED BY THE BUILDING DESIGN PRESSURES AREA naln ± 73 psf FIGURE 30.4-1 fi 0" CONFORM TO THE STANDARDS OF ASTM A185. DEPARTMENT PER BCNYS §1704.2.5.1. o-,Dof EDGES ± 97 psf 2'-2" 0"48' 2'-2" CORNERS ± 132 psf 2'--6 11 1 6. ALL REINFORCEMENT SHALL BE SECURELY HELD IN POSITION WHILE 3. STEEL CONSTRUCTION (BCNYS §1705.2) nen ± 57 psf PLACING CONCRETE. IF NECESSARY, ADDITIONAL BARS SHALL BE AREA EDGES ± 76 psf PROVIDED BY THE CONTRACTOR TO FURNISH SUPPORT. -HIGH-STRENGTH BOLTING >,Doer�� + 90 r V sf -WELDING • "� ,I _J Q uo 7. REINFORCING STEEL SHALL HAVE A MINIMUM CLEAR COVER AS -ASSEMBLY OF STEEL FRAME DETAILS - -_ FOLLOWS, U.O.N. ON THESE DRAWINGS: EARTHQUAKE LOADS ;O R REF: 2020 NYSBC SECTION 1613 AND ASCE 7-16 SECTION 12 GV - .- CONCRETE POURED AGAINST EARTH...........................3" 4. CONCRETE CONSTRUCTION(BCNYS §1705.3 AND TABLE 1705,3) I CONCRETE EXPOSED TO EARTH OR WEATHER -REINFORCING STEEL IMPORTANCE FACTOR le = 1.0 TABLE 1.5-1 & TABLE 1.5-2 ....................1-1 2 #5 OR SMALLER........................... / " -ANCHORS CAST IN CONCRETE BLDG CATEGORY IT #6 OR LARGER..............................................._2- -POST-INSTALLED ANCHORS IN CONCRETE 11'-6%1'-6- V-6" V-6" -USE OF REQUIRED DESIGN MIX SITE CLASS (SOIL) E ASCE 7-16 TABLE 20.3-1 CLEAR COVER SHALL BE EXPLICITLY SHOWN AND NOTED ON ALL -FABRICATION OF CYLINDERS FOR STRENGTH TESTS - Continuous PCI PC3 REINFORCING BAR SHOP DRAWINGS. -SLUMP, AIR CONTENT AND TEMPERATURE - Continuous -CURING TEMPERTUREST - Continuous MAX CONSIDERED EQ MOTION Ss = .181 g BCNYS FIGURE 1613.2.1(1) PILE CAP LAYOUT DETAILS PILE CAP SCHEDULE Si _ .0559 BCNYS FIGURE 1613.2.1(2) STRUCTURAL STEEL -IN-SITU CONCRETE STRENGTH (CYLINDER TESTS) 1. ALL WORK SHALL CONFORM TO THE AISC "CODE OF STANDARD -FORMWORK SHAPE, LOCATION AND DIMENSIONS SPECTRAL RESPONSE PARAMETERS SDs = •288g ASCE 7-16 SECTION 11.4 MARK "p# REINFORCING REMARKS So, _ .154 g PRACTICE FOR STEEL BULDINGS AND BRIDGES", AISC 303-10. 5. WOOD CONSTRUCTION (BCNYS §1705.5): 4#6 VERT REBARS & 2. SHOP DRAWINGS, PREPARED IN ACCORDANCE WITH AISC 'DETAILING -FABRICATION OF WOOD STRUCTURAL ELEMENTS AND ASSEMBLIES SEISMIC DESIGN CATEGORY B BCNYS TABLES 1613.2.5(1)&(2) ,BI PC-1 34" #4®12"o.C. CLOSED TIES SEE PC1 DETAIL FOR STEEL CONSTRUCTION", SHALL BE SUBMITTED FOR REVIEW AND UNLESS THE FABRICATOR IS APPROVED BY THE BUILDING ACCEPTANCE PRIOR TO PERFORMING WORK. OFFICIAL TYP. PC-1A " 6#6 VERT REBARS & SEE PLAN FOR ANALYSIS PROCEDURE EQUIVALENT LATERAL ASCE 7-16 SECTION 12.8 MIN. 4©12"o.c. CLOSED TIES DIMENSIONS 3. OBTAIN ALL FIELD MEASUREMENTS REQUIRED FOR PROPER 6. DRIVEN DEEP FOUNDATIONS (BCNYS §1705.7 AND TABLE 1705.7} FORCE ANALYSIS PC-1B 34 # FABRICATION AND INSTALLATION PRIOR TO THE START OF PC-3 36" (3)#5 BTW PILES SEE PC3 DETAIL DETAILING AND FABRICATION. PRECISE MEASUREMENTS ARE THE SPECIAL INSPECTOR SHALL BE PRESENT CONTINUOUSLY DURING BASIC SEISMIC-FORCE STEM ORDINARY MOMENT FRAMES + SOLE RESPONSIBILITY OF THE CONTRACTOR. DETAILER SHALL VISIT PILE INSTALLATION. COMPLETE AND ACCURATE REPORTS SHALL BE RESISTING SYSTEM R =31/2 ASCE 7-16 TABLE 12.2-1 P 36" #6®12"o.c. E.W. T&B REBARS JOBSITE AS MANY TIMES AS NECESSARY TO MEASURE EXISITNG RECORDED FOR THE INSTALLATION OF EACH PILE, AS WELL AS CONDITIONS AS TO OBTAIN REQUIRED DIMENSIONS, MATERIALS, SIZES, LENGTHS AND OTHER ITEMS LISTED IN BCNYS TABLE 1705.7 AS FOLLOWS: DESIGN BASE SHEAR V =.083W ASCE 7-16 SECTION 12.8.1 4. THE CONTRACTOR SHALL SUPPLY ALL ADDITIONAL STEEL, -ELEMENT MATERIALS, SIZES AND LENGTHS - Continuous CONNECTIONS GUYING, ETC. REQUIRED FOR ERECTION AND SHALL -DRIVING OPERATIONS - Continuous OF COLUMN BE SOLELY RESPONSIBLE FOR THE STABILITY AND SAFETY OF THE -PLACEMENT LOCATIONS AND PLUMBNESS - Continuous + .�. AND PILE CAP WORK DURING CONSTRUCTION. -CONFIRM TYPE AND SIZE OF HAMMER - Continuous -NUMBER OF BLOWS PER FOOT OF PENETRATION - Continuous NOTE: 5. WIDEFLANGE SHAPES SHALL BE ASTM A992 GRADE 50. ANGLES, -REQUIRED PENETRATIONS TO ACHIEVE DESIGN CAPACITY - FLOOD DESIGN CRITERIA UNLESS SHOWN OTHERWISE ON CHANNELS, PLATES AND MISCELLANEOUS PIECES SHALL BE ASTM Continuous NOTES: PLAN, ALIGN �_ OF PILE CAP A36. STRUCTURAL STL-EL TUBING SHALL BE ASTM A500, GRADE -TIP AND BUTT ELEVATIONS - Continuous THE STRUCTURE IS LOCATED IN FLOOD ZONE 'AE' WITH THE BASE B. PIPES SHALL BE ASTM A53, GRADE B. (U.O.N. ON PLAN) -DOCUMENTATION OF ANY DAMAGE - Continuous FLOOD ELEVA11ON 6' PER SURVEY PREPARED BY 'KENNETH M 1. SEE COLUMN SCHEDULE FOR DIMENSIONS AXBXt WITH OF COLUMN WOYCHUK LAND SURVEYING PLLC' AND DATED JAN 18, 2020. 2. DIMENSION 'B' ALWAYS PARALLEL TO COLUMN WEB, BASE PLATE 6. BOLTS, NUTS AND WASHERS SHALL CONFORM TO THE (SEE PLAN & REQUIREMENTS OF ASTM A325 OR A490. BOLTS SHALL BE 3/4 ABBREVIATIONS USED ON DRAWINGS GRADE ELEVATION: 4' TYP. DETAIL) INCHES IN DIAMETER, UNLESS NOTED OTHERWSE. PROVIDE A I FINISH (SEE MINMUM OF 2 BOLTS PER CONNECTION. 1. U.O.N. DENOTES 'UNLESS OTHERWISE NOTED" DESIGN FLOOD ELEVATION (DFE) : 8' _T_ ANCHOR BOLTS ARCH DGWS) 1 03-25-2022 DOB FILING 7. ALL WELDING ELECTRODES SHALL BE E70XX (U.O.N. ON SECTIONS). 2. V.I.F. DENOTES "VERIFY IN FIELD". ALL ELEVATIONS ARE IN NAVD88 DATUM (SEE BASE PLATE GRADE (SEE MINIMUM FILLET WELD SIZES SHALL COMPLY WTH THE AISC I TYP. DETAIL) ARCH DGWS) Rev Date Issue SPECIFICATION, BUT SHALL NOT BE LESS THAN 1/4 INCH, U.O.N. 3. (N) DENOTES NEW. SEE SCHEDULE � THESE DRAWINGS. FOR ELEVATION I ? Drawing Title 4. (E) DENOTES 'EXISTING". 8. ALL WELDING SHALL BE DONE BY AWS CERTIFIED WELDERS AND SHALL CONFORM TO THE AMERICAN WELDING SOCIETY AWS D1.1. 5. T.O. DENOTES "TOP OF". 9. SLAG SHALL BE REMOVED FROM ALL WELDS FOR INSPECTION. 6. F.O. DENOTES "FACE OF". - Y a ; ° N A' 4 •" a' I: I' e� ad a '` d 10. ALL PIPES AND TUBES SHALL BE COMPLETELY SEALED WITH CAP » rr _ °. ° z +••' • d ' ° • ' • • GENERAL NOTES DESIGN 7. E.W. DENOTES EACH WAY". _ • ,'� ° � • •° .. ••e :•° . � °: ° � .,. '. a„ � PLATES. MINIMUM DEAD AND LIVE DESIGN LOADS (PSF) zo l ' I e' �•� "i ' ' . CRITERIA & TYPICAL 11. CUTTING OR ENLARGEMENT OF BOLT HOLES WITH TORCHES IS 8. E.F. DENOTES "EACH FACE". o(r °: 4 J . L �. • C STRICTLY PROHIBITED. zca °' a �, Q ° MINIMUM ANCHORS: _ as :•a .. HOOK ALL BARS 9. T&B DENOTES "TOP AND BOTTOM". LOCATION DL LL TL _ ° .I J46 (4) 3/4 ANCHOR BOLTS o ,a. : " ."d EXCEPT AS NOTED DETAILS & SECTIONS 12. MEMBERS MAY ONLY BE SPLICED WHERE SPECIFICALLY DETAILED WITH 4" HOOKS. ;� 3" " ' < • IN SCHEDULE ON ACCEPTED SHOP DRAWINGS. 10. CLR DENOTES CLEAR COVER FOR REINFORCING BARS. ° ° STEEL CONTRACTOR TO .'• a • d• • Pa . ° < *d o MAIN FLOOR 35 40 75 DETERMINE REQUIRED 13. FIELD CUTTING OF STEEL IS ONLY PERMITTED WHERE SPECIFICALLY 11. C.J. DENOTES "CONSTRUCTION JOINT". ANCHORAGE TO SAFELY M . " "-===� . ' a $ Seal. Date SHOWN ON ACCEPTED SHOP OR FIELD WORK DRAWINGS. SUSTAIN ERECTION AND - d .a. e I 'I `a �D� NEW . 25-Mar-22 12. E.J. DENOTES "EXPANSION JOINT". OUTSIDE DECK 40 40 8o CONSTRUCTION FORCES J 14< a' ' •. '4 SEE PLAN FOR BOTTOM OF '( 14. ALL BEAMS SHALL BE FABRICATED AND INSTALLED WITH NATURAL nrelnrrr »�Tulu rrr (rrrl» ' -'! ' - ' - _! !i' P QFF �� 'Z�O5P Project No. CAMBER UP. _ _ _ _ _ PILE CAP ELEVATIONS ROOF 30 20 50 REBAR SEE - - C. <� * 21015 15. SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR FIRE SCHEDULE & II-III " II II r_ "'� 4 PROTECTION REQUIREMENTS. TYPICAL BASE PLATE DETAIL FOR COLUMNS PC DETAIL) m ' I 10 ON 11MBE PILES �I �'' L Drawn by EXT. WALLS 20 - 20 I I o:d STRUCTURAL WOOD FRAMING ��`�� ON THIS DWG, AND iv GEOTECHNICAL ENGINEER Op 3244 Checked by 1. JOISTS AND BEAMS SHALL BE INSTALLED WITH THE NATURAL FOR SPECS} OF&Ss%OSP RDG CAMBER UP. SEES PLAN AND PILE CAP DETAIL 2. CROSS BRIDGING SHALL BE PROVIDED AT 8'-0" O.C. MAX. FOR Sheet No. ALL JOISTS WITH SPANS GREATER THAN 12'-0". SECTION 1 3/47=19-00S - 200 -20 SHEET 5 of 7 Project GRESHAM RESIDENCE 435 Narrow River Road GRIND Orient, NY, 11957 SMOOTH USE PA-7018-W *R1/2 ELECTRODE A USE PA-7018-W 3 SIDES (TYP.) *MC18 BEAM S-201 5/16 ELECTRODE USE PA-7018-W SEE PLAN ELECTRODE 0 MC18 5/1 6 ( ) N 1" GRANTING COPE T&B FLANGE SHEAR Client *MC18 OF THIS MC *F 1/2x4x12 i *MC18 BEAM ® \ WEB I I (SEE PLAN) David Gresham 64 Cooper Lane East Hampton, New York I I I I � USE PA-7018-w 1 1®12 ELECTRODE 3 SIDES {TYP.) I ---- i ; i *WT4 BRACE /4 USE PA-7018-W * ELECTRODE 0 MC18 5 Architect 5/16 USE PA-7018-W i j i (SEE PLAN) L3x3 LEDGER /16 ELECTRODE l l I {SEE PLAN} /16 i i *R./8x6x6 w/ (2) Lucid USE PA-7018—W I 3 / id Architecture 3 SIDES (TYP.) ELECTRODE 1/4 3/4"0 A325 TC USE PA-7018-W BOLTS 201 W Washington Ave#250 s/ ELECTRODE � MC18 *MC18 Zeeland, MI 49464 16 / WEB Zeeland, BEHIND SHEAR p 616 7410044 USE PA-7018—W CENTERED ® MC18 SHEAR 5/16 ELECTRODE *WT4 BRACE W8 COLUMN *R1/2x5x12 *fit'1/2x4x12 (SEE PLAN) / (SEE PLAN} Structural Engineer RODNEY D. GIBHLE CONSULTING ENGnU=S ECTI N 6 ET I L SECTIONs -20 1 /2"=1'-Q" -20 18 heat 21st Street I Third Floor I NY, NY 10010 1'/2x=1'-00 1 /2"=1'-4" -2t) Phone 212-989-2859 I wwwxdgengineen.com *MC18 WEB *WT4 BRACE *MC18 (SEE PLAN) \ WEB A USE PA-7018-W REMOVE BACKER & S-201 5 ELECTRODE BACKGAUGE /16 N (GRIND SMOOTH) \ USE PA-7018-W USE PA-7018-PA-7018-W,ELECTRODE ELECTRODE 1/4 *WT4 BRACE I I I I -- '--- USE PA-7018—W (SEE PLAN) I *R / 6x6 w 2 ' x 5 —< ELECTRODE i I I i *W14 BEAM 3 8x / ( ) /6 i '�' (SEE PLAN) 3/4"O A325 TC BOLTS I WP .�' i -7 I + I I I I *T-%x6x6 w/ I (2) 3/470 A325 I I *W14 BEAM TC BOLTS (SEE PLAN) CP *R1/2x19 *JL31/2x31/2x1/2 w/ GRIND (3) 3/4"O A325 TC *R1/2x19 SMOOTH BOLTS ON EA LEG USE PA-7018—W W8 COLUMN ELECTRODE {SEE PLAN) *MC18 w/ BEVEL END *MC18 BEAM MC18 (SEE PLAN) (SEE PLAN) WEB TYPICAL MOMENT SPLICE DETAIL DETAIL SECTION 4 1'/27a1'-o• -20 1�/2 =1'-0• -2Q PT 2x6 BOLTED TO MC8 w/ *W8 (SEE—\ 1/4 %"0 THRU BOLTS ® 16"o.c. PLAN) MC8 (SEE PLAN 3 SIDES 1/4 SEE ARCH DWGS FOR Rt/2x4x4 SEE ARCH DWGS THERMAL AND FIREPROOFING INSULATION PT 2x6 BOLTED TO MC8 w/ 1 03-25-2022 DOB FILING *JL31/x31/ x1/ w 3 T&B S.S. GRATING STONE FINISH REQUIREMENTS /8 THRU BOLTS ® 16 o.c. 3 2 2 2 / ( ) REMOVE BACKER & 3 SIDES (TYP.) Rev Date Issue PLYWOOD /4"0 A325 TC BOLTS BACKGAUGE USE PA-7018-W T.O. FINISH (SEE PLAN) (SEE ARCH {SEE PLAN) Drawing Title (GRIND SMOOTH) ELECTRODE Y MAIN FLOOR DWGS) T.O. FINISH USE PA-7018—W T MAIN FLOOR ELECTRODE 1/4 C6 SEE MAINFLOOR PLAN) IF Y *JL31/2x31/2x1/2 W/ (2) 3/4"01 RETURN S ECTI 0 N S TOP (TYP) 1 + �- *L3x3x3/8 A325 TC BOLTS ��„ + STEEL BEAM /4 I CP I L30x% w/ (SEE PLAN) + I 3 SIDES (TYP.) GRIND 3 SMOOTH (2) /4 0 A325 L3x3x /8 w/ I (np) 1/4 ELECTRODE USE 18-W TC BOLTS W14 (SEE (2) 3/4'0 A325 + I 1 USE PA-7018—W *L3x3x3/g X USE PA-7018—W ELECTRODE LVL OR TJI Seal. Date PLAN} TC BOLTS 4 ELECTRODE 4" LONG JOISTS (SEE 25-Mar-22 *L3x3 LEDGER AND GRATING PLAN) '�� NEw Y 3 SIDES (TYP.) *W10 SEE 3 SIDES '�� a�� C�6 O,A Project No. MC8 (SEE--/ NOT SHOWN FOR CLARITY * 1 JSE PA-7018-w ( c, �< 21015 MC18 (SEE /4 ELECTRODE PLAN) (TYP.) 1" RETURN TOP (TYP PLAN) PLAN} 1/4 USE PA-7018-W tr ' , L Drawn by *MC18 (SEE ELECTRODE ® MC18 � W USE PA-7018-W ) PLAN) + ,=d iv 5 ELECTRODE 0 MC18 /16 ECTI N 3 ECTI NC I N 2 1 ' -20 1 /2" 1'-0" -20 E ? y - 1 /2"-1'—ID" —20Op opEss��P�� Checked b RDG Sheet No. S- 201 SHEET 6 of 7 Project GRESHAM RESIDENCE 435 Narrow River Road Orient, NY, 11957 STEEL BEAM (SEE PLAN) LVL BEAM LVL SHIM Client BOLTED TO STEEL BEAM "�" "�' David Gresham 64 Cooper Lane East Hampton, New York 1 ROOF FINISH MC12 BEAM (SEE FLANGE 1" RETURN TOP (TYP.) 1 * PLAN) ROOF FINISH RATES/x5x7 /8 2 (SEE ARCH CUT WT4x15.5 (SEE ARCH DWGS) SECTION A-A $ USE PA-7018-W } ELECTRODE 0 MC18 FINISH DWGS) L3x3 LEDGER WELDED TO MC T&B S/ ROOF FINISH PLYWOOD (SEE ARCH PLYWOOD * BEAM PLYWOOD {SEE PLAN} DWGS) (SEE PLAN) (SEE PLAN) (SEE PLAN) 18 Architect USE PA-7018-W CUT *WT4x15.5 (SEE ARCH DWGS CUT *WT4x15.5 ) PLYWOOD Lucid Architecture MC12 BEAM 1/4 1®12 ELECTRODE " WELDED TO MC WELDED TO MC " (SEE PLAN) T.O. MC18 BEAMS 1 GRANTING BEAM 5 (SEE PLAN) O(,_T.O. MC18 BEAMS BEAM 201 W Washington Ave#250 EL: SEE PLAN _T.O. MC18 BEAMS " EL: SEE PLAN A EL: SEE PLAN Zeeland, MI 49464 SIMPSON TOP - - - - - - - - - - ao 2 p 616 741 0044 FLANGE HANGER 3 SIDESTYP. ' 1/4 + + CUT & FIMSH + + CUT & FINISH K '�' *JL3'/2x3l/2x'/2 STEEL BEAM Structural Engineer (EXPOSED) I + (EXPOSED) + A3252TC/BOLTS (SEE PLAN) LVL JOISTS *WT4 BRACE I *W8 COLUMN - - LVL JOISTS LVL JOIST (SEE PLAN) "�' '+' (SEE PLAN) I �' -F' LVL JOISTS RODNEY D. G><sHr.E (SEE PLAN) LVL JOIST (SEE PLAN) (SEE PLAN) (SEE PLAN) CONSULTING ENGwEERs 18 Real 21st street � This Floor � x�t, NY 10010 STEEL BEAM (SEE PLAN) - --- CID Phone �16tStr �rww (SEE PLAN) L3x3x3 w * 3 3 " ___ W14 STEEL BEAM LVL SHIM i cam /8 / R/gx6x6 w/ (2) /4 � *MC13 STEEL ) GRIND (3) 3/4" A325 A325 TC BOLTS (SEE PLAN SMOOTH , A TC BOLTS BEAM (SEE *MC18 BEAM USE PA-701e-w PLAN) ELECTRODE (SEE PLAN) (TYP-) FINISH FINISH USE PA-7018-w *MC18 BEAM CONT LVL ATTACHED TO *MC18 {SEE 1/4 ELECTRODE CONT LVL FINISH LVL BEAM FINISH (SEE ARCH (SEE ARCH BOTTOM OF MC12 (FOR PLAN) BOLTED TO (SEE ARCH (SEE PLAN) (FOR WINDOW (SEE ARCH DWGS) DWGS) WINDOW SUPPORT) BOTTOM OF DWGS) MC12 (FOR SUPPORT) DWGS) USE TOP FLANGE HANGER BA1.81/9.5 (MAX) FOR 91/2" LVLs WINDOW USE PA-7018-W /ts ELECTRODE USE TOP FLANGE HANGER BA1.81/11.25 (MAX) FOR 111/4" LVLs SUPPORT) 5 ECT N 4 ECTI N 3 SECTION 2 1'/;=16-00 -20 /2�=�'-o" -20 1 /z=�._o. -20 1 /EC of N _20 m *W8 (SEE PLAN) 2 TOP FLANGE OF&COLUMN BEAM OF COLUMN OF COLUMN M RATE%x6x7 W8 COLUMN I W8 COLUMN & BEAM & BEAM SEE ARCH DWGS FOR Z (SEE PLAN) (SEE PLAN) I THERMAL INSULATION o PT 2x6 BOLTED TO MCS w/ !I ® I AND FIREPROOFING I N ® %"0 THRU BOLTS C� 16"o.c.SLOT (SEE REQUIREMENTS =No 11 � � I 5 I I I I SECTION 5/S-202 ,� �, PLYWOOD FLANGE ti 1 TYP. FLANGE i i TOP FLANGE j FOR ADA INFO) �" w 6 (SEE PLAN) RATE%x81/2 /4 RATE%x81/z i I REMOVE RATES/8x6x7 7 1/2" �0 T.O. FINISH BACKER & MAIN FLOOR x2'-7" (T&B) x2'-7" (T&B) i i BACKGA GE r -I * 1/2x31/2xt/2 R7/2 w/ SHEAR USE PA-7018-W w 3 3/4"o TC 3/4"S A325 *JL31/2x31/zx1/2 w/ i i 5/6 ELECTRODE 0 MC18 A325 TC BOLTS W14 STEEL -}- -�- TC BOLTS (TYP.) W14 STEEL-- I I 3 " BEAM (SEE i i BOLTS ON EA LEG i i CP 0 A325 TC + L3x3x% w/ BEAM (SEE PLAN) 'I' I I 'I' GRIND + 3 PLAN) SMOOTH -,- (2) /4"0 A325 BOTTOM FLANGE-----_ I TC BOLTS I II I ELEECTRAODE018-w �N J LVL JOISTS UTES/0 6 X cn + PLAN)(SEE (SEE PLAN) (BOTH SIDES) SLOT (SEE I I I SECTION 5/S-202 PW FOR ADA INFO) t" RETURN 0 TOP (TYP.) TYP. 3 SIDES I i SHEAR T-1/2 w/ I I TYP. t/4 (3)I I 3/4"0 A325 WI *MC18 (SEE14 STEEL I I USE PA-7018-W ELECTRODE 0 MC18 I I I 5/s 1/4 TC BOLTS BEAMS (SEE I I *MC18 (SEE PLAN) 6" W14 STEEIL BEAMZI I PLAN) (SEE PLAN) i i PLAN) BOTTOM FLANGE RATES/gx3x6 1 03-25-2022 DOB FILING I (BOTH SIDES) W8 COLUMN W8 COLUMN 5 W8 COLUMN Rev Date Issue �8 (SEE PLAN) {SEE PLAN) - (SEE PLAN) N USE PA-7018-W 5/16 ELECTRODE) @ MC18 Drawing Title TYP. 7 8 5 S-20 6 S-202 S-20 W8 COLUMN S-202 (SEE PLAN) SECTIONS ECTI 0 N a ECTI 1 /2-1'-0' -20 � /2��'-o' �' 20 1 /EC a' 20 ECTI N 5 1'/274-00-0 -20 Seal. Date 4� NEW y 25-Mar-22 y�Q'�a�� O C�� Project No. 21015 WDrawn by + °'B iv op opceenO�P�� Checked by RDG Sheet No. S- 202 SHEET 7 of 7 B-1 B-2 UNIFIED SOIL CLASSIFICATION (EL. 4.1') GROUND SURFACE (EL. 3.8') GROUND SURFACE SOIL GROUPS TYPICAL NAMES AND SOIL SYMBOLS DK. BRN. ORG. LOAM DK. BRN.ORG. LOAM GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, LITTLE OR NO FINES r 1 1 2 2 (OL)(6) 1 1 1 1 2 2 (OL)(6) 1 1 1 2 DK. BRN./BRN.SANDY SILT ( 1 DK. BRN.SANDY SILT LOA I TIDAL GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES. ° LOAM,TR.GRAVEL, ROOT TIDAL TR. ROOTS 9:21 am LITTLE OR NO FINES :®•�••0 2 1 (OL)(6) 8:05am 2 2 1 (OL)(6) 3'-7" A or GM SILTY GRAVELS, GRAVEL- SAND - SILT MIXTURE RN. CLAYEY SILT,TR. ROOT 4,_3„ 3 BRN.SILTY SAND LOAM,T PA TR.TO LITTLE SAND _ GRAVEL, ROOTS 5 11 (ML)(6) ® • ® — — 5 5 6 (OL)(6) ® • ® GC CLAYEY GRAVELS, GRAVEL- SAND - CLAY MIXTURE �' ' ` 3 12 RN.SAND,TR.GRAVEL,SI T ® • 3 7 RN./LT. BRN.CLAYEY SIL • • BABIS AND JOSEPHINE • • • NINA ESH00 13 (SP)(3b) • • 6 TR.SAND,ROOTS KRASANAKIS JOHN CARTER �. 0 0 8 ® 7 • �v' �,S SCTM#1000-26-3-3 � cn RUTH & EUGENE OLIVA SW WELL GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES d 4 11 • • 4 10 (ML)(6) • ® SCTM#1000-26-3-2s q .� SCTM#1000-26-3-4 \ SCTM#1000-26-3-8 a c 1 0 345 DOUGLAS ROAD N 1 • 9 RN./GRAY BRN./GRAY FI ® 455 DOUGLAS ROAD op o- -,, 235 DOUGLAS ROAD �„ \ 615 NARROW RIVER ROAD P�� SP POORLY GRADED SANDS OR GRAVELLY SANDS LITTLE OR NO FINES • • 15 BRN./LT. BRN.SAND,TR. • • 10 SANDY SILT,TR.GRAVE • • G � IMPROVED cs+ IMPROVED o Q© • IMPROVED \ C-1 C-2 o (PRIVATE WELL) o o IMPROVED 1 GRAVEL,SILT • • 6 (ML)(6) • • q w o (PRIVATE WELL} z C 14 • 8 • (PRIVATE WELL} s F p x, (PRIVATE WELL) Q� SM SILTY SANDS SAND - SILT MIXTURES 01 101 10 5 1315 (SP)(3a) • • 5 g RN. SAND, LITTLE GRAV • • PROP I/A SANITARY SYSTEM �o<< EL 2.6' `r -� WELL 150+ FROM -+ \ EXIST WELL • 10 $ TR.SILT • q DRAINFIELD o o = a 10 1 7716 , \ �i c u, r o PROPERTY ze U) \ �P�� TO REMAIN g 9 BRN./LT. BRN.SAND,TR. • • • 6 11 (SP)(3b) • • 46S00� Tp W EXISTING `crg \61� Sc CLAYEY SANDS, SAND - CLAY MIXTURES O o GRAVEL,SILT • 9 RN./LT. BRN.SAND,TR. • �'(q �(� `,, cn n EXIST SEPTIC © o rn n �, o� 8 • • 13 LITTLE GRAVEL,TR.SIL • • S �;.; r . CESSPOOL TO A o N y0 ML INORGANIC SILTS, VERY FINE SANDS, CLAYEY SILTS, SLIGHT PLASTICITY (SP)(3b) • • • (SP)(3b) • ® • 7 R�gDJ '" ,' ` BE REMOVED TO REMAIN ( )( ) • TS 7s2p �w �� '^ PER SCDH c, - ` v �� n n--+, \ INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, GRAVELLY CLAYS • • N. SAND,TR.GRAVEL,S T • • I/Sl J' cP n a CL (SP)(3b) ,� �� STANDARDS ( �-' ® • SSQ 1�a.T , � � � � SANDY CLAYS, SILTY CLAYS 15 • • • 15 • • 0 oUG�4s��`` ��'�� .� �`� o \ OL ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW PLASTICITY 6 • 6 BRN./LT. BRN.SAND,TR. ® iQ � �� Y O '-� o ' 14 '� INORGANIC SILTS, MICACEOUS OR DIATOMACEOUS FINE SANDY OR 7 $ ® • • 7 GRAVEL,SILT • • • �90� �� \ � ,� gam• \ MH SILTY SOILS, ELASTIC SILTS 8 g ® • 10 (SP)(3b) • • $rS 76� ti`k... ` �. i ,` INORGANIC® • lF �� CH C CLAYS OF HIGH PLASTICITY, FAT CLAYS e o `" �� ' J4 65.3�� EXIST WELL 20 10 0 �`� 20 40 • • • • DU I� TO REMAIN • • 6�qS j w " "3w OH ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, ORGANIC SILTS • • . • �' ;�, � ��f j scale 1 = 20`� 20 BRN,SAND,TR.GRAVEL,SILT • 20 • �R�'9D �� ! `... ``r`' "" feet 7 8 (SP)(3b) • ® • ® ® , 1,51� 653 �` Pt PEAT AND OTHER HIGHLY ORGANIC SOILS AL A 9 • 1 • ,Lt , ' - ; °' ", ; } DIAMETER ALLOWABLE SOIL BEARING PRESSURES 10 • • 12 • �� " k � N.Y.C. BLDG. CODE TABLE 1804.1 BRN. SAND,TR.GRAVEL,SILT • (SP)(3b) N r •.... .. ` . ,•. SPIRAL ';;. �� CLASS OF MATERIALS MAXIMUM ALLOWABLE MAXIMUM ALLOWABLE • • • • • • , \, ' STAIRCASE .:�, """ zr 4 S , ,-- >: -; sS' (Notes 1 &3) FOUNDATION PRESSURE FOUNDATION PRESSURE • • ` r .::: �r :x•,2x;,:c,,„_ 3Tpo ' � (TSF) kPa tri \ ( ) • • / '•. TS , , :::,' _` SEE NOTE '`. �r )► 25 • • 25 • • k ♦ `.'.;;. 1. BEDROCK(NOTES 2&7 • • • • JEANNE MARKLE `! ♦\, 1a HARD SOUND ROCK-GNEISS, DIABASE, SCHIST 60 5,746 9 • • %/' ;� o . ' , ;,_ �; STORM DRAINAGE CHAMBERS 10 ® • 10 • JOHN WEDGE / L; �+ S _ _ , F �' 1b MEDIUM HARD ROCK-MARBLE, SERPENTINE 40 3,830 9 9 - - .�. O6, 5 X 6 STAIRS:,''. >:':: :>::.. e.: %: :,.'.: BENEATH DECK �' 1c INTERMEDIATE ROCK-SHALE, SANDSTONE 20 1,915 10 • • SCTM#1000 26-3 1 •, f ,\, `. SEE CALCULATIONS BELOW 11 • 13 • ® ,� . `, *� TO OWTS £= : ;;,'`. : _ ,::f:.. `s 155 HARBOR ROAD > ;.' ; y 1d SOFT ROCK-WEATHERED ROCK g :.: „ , „ f,, -, Vic..: :; ,: :;.. S 766 :� I �v BORING ?_7 0 END OF BORING 27 0 � � END OF BO G VACANT � '. ,, ' �' "` -k�<`-` 2. SANDY GRAVEL&GRAVEL GW,GP NOTES 3 4 8 &9 ;.;.y ,y. CAROLYN & JAMES \ ILL! w EXISTING CONCRETE \♦� \ 2a DENSE 10 958 1-STORY ?,, :•;::`:::; •:.:;:: .:....:.. SIN6LE MCLAUGHLIN 2b MEDIUM ILL! w . FOUNDATION AND m ti %'.:::;.r :;::; ;:;,`/-,FAMILY DWELLING 6 575 LA SIFICATION SB CLASSIFICATION ` :. : '• '•::::.::•.. '.:. : ,:, :, , U_ NO SB C S LL NO y: �� o .� t.:: :;:.. _-__ SCTM#1000-26-3-9 FRAME BUILDING TO ., o o ON PILES ,,.<<, ,., ;, 3. GRANULAR SOILS(GC,GM, SW,SP,SM,&SC)(NOTES 4,5,8,&9 B-1 B 2 jy `` `. - 515 NARROW RIVER ROAD 3a DENSE .............. S FFE 14.5 BE REMOVED � ^ ^� �- •�, F' � , 6 575 .................. sTpo ' ,' �O• Lr 5` ;:' <:' `ate,..` ; ;%;',,; IMPROVED 3b MEDIUM 3 EXIST DWELLING ^� , (PRIVATE WELL) 2s7 %--C)9, k. tib. 66+,; �` ,. '% ;;:;'% `v`> 4. CLAYS(SC,CL,&CH)(NOTES 4,6,8,&9) AND APPURTENANCES , 4a HARD TO BE REMOVED 0 �, '`.` y` ,. 479 ` Q ;- STAIRS TO DECK 4b STIFF 5 287 4c MEDIUM 1 2 150.00 TO SEPTIC 2 9 .. . SYSTEM ';.', S. SILTS&SILTY SOILS ML&MH NOTES 4,8,&9 (275 HARBOR ROAD) ��' :A % `� �� PROP WATER : ( )( ) ` .. ^' ;, ti, : i:' �v t''lZ�V� 5a DENSE 3 287 p SUPPLY LINE 5b MEDIUM \, . SEE NOTE 17 , 3 1.5 144 W t;,,^ , , ,1N, PROP PRIVATE WELL 6. ORGANIC SILTS,ORGANIC CLAYS, PEATS,SOFT CLAYS, EXIST WELL ! t;-..•,, �. `' F •:; x.; SEE NOTE 23 LOOSE GRANULAR SOILS,&VARVED SILTS SEE 1804.2.1 SEE 1804.2.1 TO REMAIN . .4y �. ''�` y,,;<xa`` C-1 C-2 7. CONTROLLED&UNCONTROLLED FILLS SEE 1804.2.2 OR 1804.2.3 SEE 1804.2.2 OR 1804.2.3 CATHERINE DIPANE 'rcPIPE .a h`' COMPACTION RELATED TO SPOON BLOWS PER FOOT SCTM*1000-26-3-12 L 7 TEST � ,.w3.,,... 5� ' : � ,.�.� EL 3.2 275 HARBOR ROAD EXIST WELL HOLE L 7 ~ ` MIN" SAND SILT & CLAY ` =v`" "`� '° PROP PERVIOUS CRUSHED SHELL IMPROVED TO BE ABANDONED ;`_',``v- > _ <_`` fs,}. LOOSE 15 OR LESS SOFT 10 OR LESS PROP UNDERGROUND DRIVEWAY WITH METAL EDGING -_ : DESIGNATED CONSTRUCTION ACCESS MEDIUM 16 TO 39 MEDIUM 11 TO 29 ELEC SERVICE :. ;. '- , ..' �' DENSE 40 OR MORE \ PROJECT LIMITING ~r " HARD 30 OR MORE NON-TURF x� =v} : .: .., h FENCE AND AREA ;' -:` : :`: :::::-::;' {-<ay ......................:: N STANDARD PENETRATION TEST BUFFER AREA °� OF GROUND EL � I� (2"SPOON, 1401b HAMMER,30"FALL) `12,488 SF `..... . DISTURBANCE , 6 SPOON BLOW COUNT IS GENERALLY SHOWN IN 6" INCREMENTS FOR 2' DRIVE WITHIN THE FENCE e N=17 BLOWS +/- 16,814 SF 2 PER FOOT TO OBTAIN BLOWS PER FOOT(N) USE THE 2ND & 3RD 6" INCREMENT ...... : EXIST ASPHALT CONCRETE o - /��'' ROTARY CASING EXTRA HEAVY CASING SAMPLE SPOON PAVEMENT TO REMAIN o SIZES, INCHES 2.5 2.0 MILDRE6 P % PE�� SC CCI SCTM#t0O0-26-3-11 " / ,/; :-;:' ;:; -;::t- /� � �' N/F OYSTER PONDS HISTORICAL HAMMER WEIGHT POUNDS 140 305 NARROW RIVER ROAD �%':,. '/ `� _ SOCIETY ROAD (CEMETERIES} / / `-- -'"` ` /s;. HAMMER FALL, INCHES VACANT '% j j' '' �' �; ', IMPROVED 30 F' �,;;., . ,>" -` / (NO WATER SERVICE) CB - CASING BLOWSPER 1 FOOT DRIVE UD - UNDISTURBED SOIL SAMPLESB - SPOON BLOWS PER 6 INCH DRIVE NO - SAMPLE NUMBER PF• :-:: .:.:.::.:.:.::::.:: _/:. , �O,,. "', SCTM#1000-27-4-8 P - PUSHED BY WEIGHT OF HAMMER FEET - DEPTH FROM G D. SUR. NOTED AT EACH 5' FRESHWATER WETLAND BOUNDARY WOR - WEIGHT OF ROD WOH - WEIGHT OF HAMMER (INCLUDES ROD AS DELINEATED BY EL 2.3 :; ;.... .......... ;: ` '; /� TIDAL WETLAND BOUNDARY THE LIABILITY OF SOIL MECHANICS DRILLING CORP. ITS FF EN CONSULTANTS 11/7/19 ' ` /'/� OFFICERS OR EMPLOYEES, FOR ERRORS, OMISSIONS �. AS DELINEATED BY OR NEGLIGENCE RESULTING IN PERSONAL INJURIES, PROPERTY DAMAGE OR ANY CONSEQUENTIAL DAMAGES, IS EN CONSULTANTS 11/7/19 LIMITED TO THE AMOUNT OF THE FEE PAID FOR THIS REPORT.THE RETENTION OR USE OF ANY PART OF THIS REPORT WILL CONSTITUTE AN ACCEPTANCE OF THIS LIMITED LIABILITY. IF THIS IS UNACCEPTABLE,TIHE CLIENT MUST NOTIFY SOIL MECHANICS DRILLING CORP. IN WRITING BY CERTIFIED MAIL,WITHIN SEVEN DAYS FROM THE DATE OF RECEIPT. THE FEE CHARGED FOR THIS REPORT IS BASED ON THIS LIMITATION OF LIABILITY WHICH IS THE ES- SENCE OF THIS AGREEMENT.IF THE CLIENT WANTS A HIGHER LIMITATION OF LIABILITY, SOIL MECHANICS DRILLING ] BORING LOCATION PLAN CORP.,WILL NEGOTIATE ONE, BASED UPON A HIGHER FEE BEING CHARGED FOR THE ADDITIONAL ASSUMPTION OF LIABILITY. SOIL MECHANICS DRILLING CORP., ITS OFFICERS OR EMPLOYEES, HAVE NO LIABILITY OR RESPONSIBIL- ITY TO PERSONS OTHER THAN THE CLIENT FOR WHOM THIS REPORT WAS PREPARED. ANYONE, OTHER THAN OUR CLIENT, RELIES ON THIS REPORT AT THEIR OWN RISK. Rodney D. Gibble Consulting Engineers #18 West 21 st Street, 3rd Floor, New York, New York 10010 C 5'i DRILLING e subsoil investigations 3770 MERRICK ROAD * SEAFORD, NEW YORK 11783 * 516 - 221-2333 NOTES: #435 NARROW RIVER ROAD 1. -SOIL DESCRIPTIONS ARE BY VISUAL EXAMINATION OF SOIL SAMPLES RECOVERED DURING DRILLING OPERATIONS. D 2. -SOIL DESCRIPTIONS ARE IN ACCORDANCE WITH THE UNIFIED SOIL CLASSIFICATION SYSTEM. 4�D -SUBSURFACE INVESTIGATION - 2. -GROUND WATER ENCOUNTERED AT THIS SITE IS UNDER TIDAL INFLUENCE. ORIENT POINT, NEW YORK 4. -SOIL STRATIFICATIONS ARE ACCURATE TO WITHIN TWO FEET VERTICALLY. -� 5. - ELEVATIONS WERE REFERENCED TO B.M. -AT FINISHED FLOOR OF EXISTING DWELLING. ACTUAL ELEVATION GIVEN 6.5', VERTICAL BORING SCALE: DRAWING DATE: DRAWING NUMBER: REFERENCED FROM SEPTIC SITE PLAN PREPARED BY TF ENGINEERING, PLLC, DRAWING C-1 DATED JULY 31, 2020. 114"=1'-0" MARCH 3,2021 JUL 2 0 2022 21 R050-2 6. -SOIL SAMPLES WERE OBTAINED USING A CENTRAL MINE EQUIPMENT(CME)AUTOMATIC TRIP HAMMER. DATES OF BORING: DWN.BY: CKD.BY: BUILDING DEPT. MARCH 2,2021 JMR CV SHEET 1 OF 1. aJ�+3 O'_SOUTHQq,r) .. } ONv- A � GENERAL NOTES 22. 'T'HESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE 5. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN SHEATHING PANELS ON FLAT SURFACES SHALL BE INSTALLED WITH FACE STEEL DECK NOTES PROPERTY OF THE ARCHITECT OR ENGINEER WHETHER THE PROJECT FOR ACCORDANCE WITH ACI PUBLICATION 315, LATEST EDITION. GRAIN PERPENDICULAR ACROSS SUPPORTS AND CONTINUOUS OVER TWO OR All, � 1. THE STRUCTURE IS DESIGNED [N ACCORDANCE WITH THE NEW YORK BUILDING WHICH "THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE USED ON MORE SPANS. PROVIDE 1/8" SPACE BETWEEN PANEL EDGES PARALLEL TO FACE ANY OTHER PROJECTS OR EXTENSIONS TO 'PHIS PROJECT EXCEPT BY 6. SPLICE TOP BARS AT MID-SPAN ONLY AND BOTTOM BARS AT SUPPORT' ONLY GRAIN, 1/16" SPACE,BETWEEN PANEL EDGES OVER SUPPORTING MEMBERS. I. STEEL DECK SHALL BE DESIGNED, FABRICATED, AND ERECTED IN CODE 2020. ALL WORK SHALL CONFORM TO LATEST N.Y.S. BUILDING CODE AND AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE UNLESS OTHERWISE NOTED. ALL REINFORCING SHALL LAP 36 BAR DIAMETERS ACCORDANCE WITH I THE CURRENT SPECIFICATION OF T1iE STEEL DECK , ALL RULES AND REGULATIONS. ARCHITECT OR ENGINEER. MINIMUM AT SPLICES UNLESS OTHERWISE NOTED. 4. FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING MEMBERS WITHDiLandro INSTITUTE. r �. CONSTRUCTION ADHESIVE SUCH AS PL200, LAID IN A CONTINUOUS 1/4" WIDE, 2. ALL FLOOR LIVE LOADS ARE IN ACCORDANCE WITfI SECTION 1607 OF NEW , 2. COMPOSITE FORMED STEEL FLUOR DECK TO BE 2" DEEP 20 GAGE UNCOATED , _, 1 �, Andrews 23. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, 7. REINFORCING STEEL COVERAGE SHALL BE AS FOLLOWS (SEE SECTION 20.6.1 BEAD ALONCI THE MEMBER LENCTTH. ( _...._,_.,,._.; YORK STATE BUILDING CODE 2020. CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC., FOR WORK ACI 318,FOR CONDITIONS NOT NOTED)UNLESS NOTED OTHERWISE.,IN PLANS. STEEL, THICKNESS = 0.0358"), GALVANIZED (G60 COATING), UNITED STEEL DECK 1 ��`�� .r t ra PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. 5. AT DESIGNATED SHEAR WALLS, HORIZONTAL EDGES OF WALL SHEATHING TYPE. LOK-FLOOR, COMPOSITE FLOOR DECK AS MANUFACTURED BY CANAM 3. THE PROPOSED STRUCTURE HAS BEEN DESIGNED TO WITHSTAND THE WIND A. STEEL,CORPORATION OR AN APPROVED EQUAL UNLESS O'T'HERWISE NOTED. 158 County Rd. 39, Suite 10 PRESSURES SPECIFIED IN SECTION 1609. FORMED WALL 2" BACKFILL SIDE. /4" FRONT SIDE SMALL BE BACKED BY SOLID BLOCKING BETWEEN STUDS TO PROVIDE 24. CONTRAC'T'OR SHALL BE RESPONSIBLE FOR NOTIFYING THE LOCAL BUILDING B. FOOTING 3" BACKING FOR SPECIFIED PANEL EDGE NAILING. Southampton, N.Y.11968 DEPARTMENT AT LEAST 48 EiOURS PRIOR TO ANY WORK. C. SLABS ON GRADE '/4" TOP, 3" BOTTOM 3. FORMED S'T'EEL ROOF DECK 'TO BE 1-I/2" DEEP, 20 GAGE (UNCOATED STEEL, Office: (631) 259-3959 4. THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR THEFOLLOWING 3 TI IICKNESS = 0.0358"), GALVANIZED (G60 COATING)., WIDE RIB, UNITED STEEL Info@DiLandroAndrews.com LOADS: D. STRUCTURAL SLABS /4 25. IF ANY, CONTRACTOR SHALL DISCONNECT, CAP AND REROUTE ANY EXISTING LAMINATED VENEER LUMBER LAMINATE_® DECK "B" DECK PROFILE, AS MANUFACTURED BY CANAM STEEL DECK, UTILITY LINES IN AREA OF FOUNDATION WORK AND SHALL USE HAND 8. PROVIDE ADDITIONAL REINFORCING AT AL,I., CONCRETE WALL OPENINGS, SEE , INCORPORATED OR AN APPROVED EQUAL, UNLESS OTHERWISE NOTED. A. FLOOR LIVE LOAD: 40 PSF EXCAVATION IN AREAS OF SUSPECTED UNDER GROUND UTILITIES AND DETAILS. STRUCTURAL UCTURAL LUMBER AND PARALLEL STRAND 4. T[--IE STEEL DECK SHALL BE SUPPLIED IN MINIMUM LENGTHS AS REQUIRED TO Professional Seal SERVICES. IF ANY LINES ARE BROKEN OR DAMAGED, 'THE CONTRACTOR WILL LUMBER NOTES: ,� „ B. ROOF LOADS: REPAIR AND REPLACE SAME AT HIS OWN EXPENSE AND ARRANGE FOR PROPER 9. WELDING OF REINFORCING BARS, ONLY WHEN PERMITTED BY THE PROVIDE A 3-SPAN CONDITION END CLOSURES, ROOF SUMPS, CLOSURES AT INSPECTION OF HIS WORK. STRUCTURAL, ENGINEER. SHALL CONFORM TO THE AMERICAN WELDING PENETRATIONS, AND ALL OTHER ACCESSORIES NECESSARY FOR A COMPLETE OF NE SNOW: 1. LAMINATED VENEER LUMBER (LVL) SHALL BE "MICRO-LAM" AS INSTALLATION ARE REQUIRED. W}-O SOCIETY STANDARD D1.4-79; BARS SHALL CONFORM TO ASTM A706. Q OCCUPANCY CATEGORY II MANUFACTURED BY WEYERHAEUSER, "G-P LAM" AS MANUFACTURED BY THE �Q' ENR ELECTRODES FOR SHOP AND FIELD WELDING OF REINFORCEMENT BARS SHALL �'` Y GROUND SNOW LOAD,Pg R GEORGIA PACIFIC CORPORATION OR "GANG-LAM" AS MANUFACTURED BY TI--IE 5. COMPOSITE FORMED STEEL FLOOR DECK SI IALL BE WELDED TO SUPPORTING p� p EXPOSURE FACTOR,Ce 1.0 CONCRETE NOTES CONFORM TO ASTM A233, CLASS F,90XX. SCHEDULED OR DETAILED LOUISIANA PACIFIC CORPORATION. PARALLEL, STRAND LUMBER (PSL) SHALL STEEL WITH 5/8" DIAMETER PUDDLE WELDS AT l2" ON CENTER, UNLESS = � REINFORCEMENT SHALI,NOT BE TACK WELD FOR ANY REASON. X m w THERMAL FACTOR,Ct 1.0 BE "PARALLAM" AS MANUFACTURED BY WEYERHAEUSER. LAMINATED OTHERWISE NOTED. INTERMEDIATE SIDE., CONNECTIONS SHALL, BE MADE WITH IMPORTANCE FACTOR,Is 1.0 1. CONCRETE STRENGTHS AND TYPES SHALL BE USED IN TI{E AREAS AS SPECIFIED STRUCTURAL, LUMBER (L,SL) SHALL BE "TIMBERSTRAND" AS MANUFACTURED 410 SELF TAPPING SCREWS OR WELDED WITH 1 1/2" LONG WELD. FLAT ROOF SNOW LOAD,Pi' 20.0 PSF BELOW, UNLESS OTHERWISE NOTED: 10. DEFORMED BAR ANCHORS SHALI, CONFORM TO STANDARD SPECIFICATION BY WEYERHAEUSER. S AT A � FOR DEFORMED STEEL, WIRE FOR CONCRETE REINFORCEMENT ASTM A496 WITH MAXIMUM SPACING OF Y-0" ON CENTER, UNLESS OTHERWISE NOTED. IN LIEU FO �9720� C. WIND DESIGN DATA: A MINIMUM YIELD STRENGTH OF 70,000 PSI. STANDARD ASTM A615 GRADE 60 OF PUDDLE WELDS, POWDER ACTUATED FASTENERS HAVING THE SAME AR�FESS10 WIND LOADS HAVE BEEN USAGE 28 DAY MAX AGG. REINFORCING BARS MAY NOT BE SUBSTITUTED FOR DEFORMED BAR ANCHORS 2 CAPACITY AS THE SPECIFIED I MINIMUM ALLOWABLE STRESS AND STIFFNESS CHARACTERISTICS OF BEAMS PUDDLE WELDS, MAY BE USED. FASTENERS SHALL WITH ASCE 7,SECTIONN6.5,,METHOD 2 ANALYTICAL.PPROCEDUREBDETERMINED BASED ON SECTION 1609.1.1 IN ACCORDANCE, STRENGTH (PSI) SIZE UNLESS PERMITTED BY THE STRUCTURAL-.ENGINEER. Q DESIGNATED AS LVL,PSL,AND LSL MATERIAL SHALL BE AS FOLLOWS: BE MANUFACTURED BY HILTI, INC. OR AN APPROVED EQUAL. SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER INDICATING A. SLAB ON GRADE 4000 S.C. 1" 11. PROVIDE WELD SMOOTH WIRE FABRIC MINIMUM 4x4-W� OxW. 0 IN AL,L TOPPING 2.UE LVL 2.0E PSL 1.55E LSL OCCUPANCY CATEGORY II � � FASTENER DATA INCLUDING SIZE R STEEL SUBSTRATE MATERIAL, SPACING, BASIC WIND SPEED(3-SECOND GUST 128 MPH B. FOUNDATION AND BASEMENT WALLS 4000 S.C. l FB (FOR DEPTHS< 12 )= 2600 PSI 2900 PSI 2325 PSI CAPACITIES, INCLUDING DIAPHRAGM SHEAR CAPACITIES, METHOD OF ) SLABS UNLESS OTHERWISE NOTED. IMPORTANCE FACTOR,lw 1.0 C. PIERS 4000 S.C. 1 FC(PARALLEL TO GRAIN)= 2510 PSI 2900 PSI 2170 PSI INSTALLATION AND PROGRAM FOR QUALITY ASSURANCE OF INSTALLATION. EXPOSURE D D. RETAINING WALLS 4000 S.C. 1 12. PROVIDE #4 AT 12" CENTERS MINIMUM, EACH WAY TOP, IN ALL HOUSEKEEPING FC(PERPENDICULAR TO GR-AIN)= 750 PS[ 625 PSI 900 PSI INTERNAL PRESSURE COEFFICIENT 0.18 PADS SUPPORTING MECHANICAL EQUIPMENT WHETHER SHOWN ON THESE FV= 285 PST 290 PST 310 PSI 6. STEEL DECK MUST BE PROTECTED BEFORE AND AFTER ERECTION AND ALL DESIGN WIND PRESSURE FOR COMPONENTS AND CLADDING ON BUILDING WALLS 2. CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE DRAWINGS OR NOT UNLESS OTHERWISE NOTED. E= 2,000,000 PSI 2,000,000 PSI 1,550,000 PSI DEBRIS CLEANED FROM ITS SURFACE WHERE CONCRETE WILL BE POURED OR (USE ZONE 4 GENERALLY;USE'ZONE 5 WITHIN Y-0"OF BUILDING WALL CORNERS): SPECIFICATIONS AS SC OF STONE CONCRETE SHALL HAVE NATURAL SAND FINE ROOFING IS TO BE PLACED. AGGREGATE, NORMAL WEIGHT COARSE AGGREGATES CONFORMING TO ASTM MEMBER SIZES SHOWN ON PLAN (WIDTH X DEPTH)SPECIFIED AS LVL MAY BE 5. THE STRUCTURE HAS BEEN DESIGNED FOR THE IN-SERVICE LOADS ONLY. C33 AND TYPE I PORTLAND CEMENT CONFORMING TO ASTM C150. CONSTRUCTED OF MULTIPLE LVL PLIES OR PSL OF THE SPECIFIED DEPTH, SUPPORT OF ANY CONSTRUCTION EQUIPMENT INCLUDING REINFORCING OF FRAMING NOTES: FASTENED TOGETHER BY NAILING OR BOLTING AS REQUIRED. MEMBER SIZES THE BUILDING STRUCTURE IS THE RESPONSIBILITY OF THE GENERAL CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE FOLLOWED ONLY BY PSL MUST BE INSTALLED AS A SOLID MEMBER,NOT ABBREVIATIONS `�N- SYMBOLS CONTRACTOR. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED SPECIFICATIONS AS LW OR LIGHT WEIGHT SHALL HAVE EXPANDING CLAY OR 1. PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING OF NEW BUILT-UP. ON FRAMED FLOORS OR ROOFS. LOAD SHALL NOT EXCEED DESIGN LIVE LOAD SHALE COARSE AGGREGATE CONFORMING TO ASTM C330.. NATURAL SAND AND AREAS. INS'TAL.L, AND REMOVE (AFTER COMPLETION) ALL 'TEMPORARY AB ANCHOR BOLT PSI POUNDS PER SQUARE INCH U) FOR EACH PARTICULAR LOAD. TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150. LW CONCRETE SHALL SUPPORTS, HEADERS AND DUST SCREENS TO ADEQUATELY SUSTAIN ALL 3. MEMBERS MAY NOT BE BORED OR NOTCI-IED WITI IOUT WRITTEN PERMISSION ARCH ARCHITECT PSL PARALLEL STRAND LUMBER W NOT WEIGII LESS THAN 95 NOR MORE THAN 116PCF. LOADS. FROM THE ENGINEER. BC BOTTOM CHORD RF ROOF 6. REINFORCING TO SUPPORT CONSTRUCTION EQUIPMENT AND THE DESIGN BEL BELOW RJ ROOF JOIST O ENGINEERING OF THE FORM WORK, SHORES AND RE-SHORES, AS WELL AS ITS 3. ALI.CONCRETE.,SHALL,BE A MINIMUM 4000 PSI @ 28 DAY TEST. 2. ALL WOOD FRAMING NOTED AS 2x MATERIAL TO BE DOUGLAS FIR GRADE 2 OR BM BEAM RING RETAINING CONSTRUCTION, SHALL BE 'THE RESPONSIBILITY OF THE CONTRACTOR. ALL BETTER UNLESS OTHERWISE NOTED. BO BOTTOM OF SCHED SCHEDULE SUCH ENGINEERING SHALL BE PERFORMED BY A PROFESSIONAL ENGINEER 4. CONCRETE MIXES SHALL BE PROPORTIONED TO RESULT IN CONCRETE SLUMP STRUCTURAL STEEL BP BASEPLATE SECT SECTION -J LICENSED IN THE STATE OF NEW YORK. AT THE POINT OF DISCHARGE.,AS FOLLOWS: 3. WOOD SILLS TO BE (1)2" x 6" A.C.Q. LUMBER WITH 1/2" DIA. ANCHOR BOLTS 12" BOS BOTTOM OF STEEL SF SQUARE FEET < LONG MINIMUM AT Y-0" O.C. AND F-0" AWAY FROM CORNERS UNLESS 1. STRUCTURAL STEEL MATERIALS AND WORKMANSHIP SHALL BE IN BRCG BRACING SHTHG SHEATHING (Y- 7. -7. THE METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE A. RAMPS AND SLOPING SURFACES -3" MAXIMUM OTHERWISE NOTED. ACCORDANCE WITH TI-IE LATEST AISC "ALLOWABLE STRENGTH DESIGN (ASD) BRG BEARING SIM SIMILAR RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR B. FOUNDATION CONCRETE -3" TO 6" SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS". BS BOTH SIDES SOG SLAB ON GRADE SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE C. ALL OTHER CONCRETE., -3" TO 5" 4. PROVIDE DOUBLE HEADERS, TRIMMERS, AND FRAMING AT ALL STAIR BW BOTH WAYS SPEC SPECIFICATION INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. OPENINGS, FLOOR OPENINGS, BATF-ITUBS, AND ALL POSTS AND PARTITIONS 2• MATERIALS: C CAMBER SS STAINLESS STEEL CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND 5. MIXING, TRANSPORTING, AND PLACING OF CONCRETE, SHALL, CONFORM TO ACI RUNNING PARALLEL TO FLOOR FRAMING. PROVIDE BLOCKING UNDER ALL CA COLUMN ABOVE STAG STAGGER PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, 301. PARTITION WALLS RUNNING PERPENDICULAR TO JOISTS. A. WIDE FLANGE SHAPES: ASTM A992 GRADE SU CAN'T CAN'T'ILEVER S"I'IF STIFFENER Of BREAKAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO B. AMERICAN STANDARD SHAPES,ANGLES, CB COLUMN BELOW STL STEEL �- APPLICABLE CODES, STANDARDS,AND GOOD PRACTICE. 6. THERE SHALI, BE NO HORIZONTAL, CONSTRUCTION JOINTS IN CONCRETE 5. BRIDGING TO BE EITHER SOLID OR (1) V x 3" OR 18 GA CROSS BRIDGING &NOT PLATES AND BARS: ASTM A36 CC CENTER TO CENTER sTRUCT STRUCTURAL (f) POURS. ALL CONSTRUCTION JOINTS SHALL BE MADE IN THE CENTER OF SPANS TO EXCEED A MAXIMUM 8'-0" O.C. C. STRUCTURAL STEEL TUBING,RECTANGULAR CF CUBIC FOOT TO TOP OF 8. PRINCIPAL OPENINGS IN THE STRUCTURE ARE INDICATED ON THE CONTRACT WITH VERTICAL, BULKHEADS. THE LOCATIONS OF THE CONSTRUCTION JOINTS AND SQUARE.,: ASTM A500.GRADE B(FY=46 KSI) CIP CAST IN PLACE TC TOP CHORD DOCUMENTS. REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. ADDITIONAL 6. ALL NON-BEARING INTERIOR HEADERS TO BE ""2) 2 x 6UNLESS OTHERWISE D. BOLTS: ASTM 325 , , , Q ( CL CENTERLINE TEMP TEMP ORARY PLUMBING DRAWINGS FOR SLEEVES, CURBS, INSERT'S, ETC. NOT HEREIN REINFORCING AT CONSTRUCTION JOINTS SHALL BE SPECIFIED BY THE NOTED. E. ANCHOR RODS: ASTM F1554, GRADE 36 COL COLUMN TOC TOP OF CONCRETE INDICATED. OPENINGS IN SLABS WITH A MAXIMUM SIDE DIMENSION OR STRUCTURAL.ENGINEER, SEE TYPICAL,DETAIL. DRAWING SHOWING LOCATIONS F. WELDING ELECTRODE: ASTM E70XX, LOW HYDROGEN CONC CONCRETE TOF TOP OF FOOTING W DIAMETER OF 12 INCHES OR LESS SHALL NOT REQUIRE ADDITIONAL FRAMING OF CONSTRUCTION JOINTS SHALL BE SUBMITTED BY THE GENERAL. 7. ALL INTERIOR HEADERS SHALL BE(2)2"x 8" UNLESS OTHERWISE NOTED. G. SHEAR CONNECTORS: 3/4" 0 ASTM A-108 CY CUBIC YARD TOS TOP OF STEEL z OR REINFORCEMENT, UNLESS OTHERWISE NOTED. THE LOCATION OF SLEEVES CONTRACTOR TO THE STRUCTURAL ENGINEER FOR REVIEW AND DIA DIAMETER TOW TOP OF WALL W OR OPENINGS IN STRUCTURAL MEMBERS SHALL BE SUBMITTED TO THE VERIFICATION. 8. ALL STRUCTURAL WOOD SHALL BE KEPT 2" CLEAR FROM CI IIMNEYS. 3. ALL BEAMS AND GIRDERS SHALL BE PROVIDED WITH FLEXIBLE SHEAR DET DETAIL TYP TYPICAL H W STRUCTURAL ENGINEER FOR REVIEW AND VERIFICATION. CONNECTIONS EQUAL IN VALUE 1'0 'THE LOADS SHOWN ON THE AISC SAFE DN DOWN LION UNLESS OTHERWISE NOTED E' 7. ALI., CONCRETE SHALL, CONTAIN A CONCRETE MIX USING A MINIMUM OF 5.0 9. JOIST HANGER TECO CONNECTIONS REQUIRED AT ALL FLUSH STRUCTURAL LOAD 'TABLES PLUS THE PERCENTAGE LISTED BELOW, UNLESS OTHERWISE DWL DOWEL VIF VERIFY IN FIELD 9. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, FLOUR ELEVATIONS, SACKS OF CEMENT PER CUBIC YARD. NO FLY ASH SHALL BE USED IN ANY LOAD CARRYING CONDITIONS. ETC. TO BE BY AN APPROVED MANUFACTURER NOTED. EF EACII FACE W/ WITEI SLOPES AND THE LOCATION OF DEPRESSED FLOOR AREAS. CONCRETE. AL,L, EXPOSED CONCRETE TO BE AIR ENTRAINED AIR CONTENT FOR FLUSI-I STRUCTURAL FRAMING. W}IEN IN CONTACT WITH A.C.Q. USE NEW EOS EDGE OF SLAB WP WORKING POINT T A. ALL BEAMS WITHOUT'STUD SHEAR CONNECTORS =+35% SHOULD BE 6 f ERCE.v'I'WI'T'H A"I'OI,ERANCF.,OF+/- 1.5 PERCENT'. DOUBLE DIP GALVANIZED FRAMING HARDWARE. EP EMBEDDED PATE WWR WELDED WIRE REINFORCEMENT 10. CONTRAC'T'OR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE SITE PRIOR B. ALL GIRDERS WI'T'HOUT STUD SHEAR CONNECTORS =+35% EQ EQUAL TO STARTING WORK AND SHALL FAMILIARIZE HIMSELF WITH 'THE INTENT OF 8. GENERAL CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL 10. FRAMING CONNECTIONS FROM EXTERIOR WALL TO ROOF ARE TO BE TIED WITH C. ALL BEAMS WITH STUD SHEAR CONNECTORS =+65% EX EXISTING THESE PLANS AND MAKE WORK COMPLY WITH THE SAME. SLOTS, PIPE SLEEVES, ANCHOR BOLTS, ETC. AS REQUIRED FOR MECHANICAL FRAME CONNECTIONS. D. ALL GIRDERS WITH STUD SHEAR CONNECTORS =+65% F FOOTING 'TRADES BEFORE CONCRETE IS POURED: THESE ITEMS ARE TO BE INSTALLED BY FDN FOUNDATION 11. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR GENERAL CONTRACTOR. SLOT AND SLEEVE DRAWINGS SHALL BE SUBMITTED 11. ALL BEAMS MUST HAVE SOLID BEARING TO FOUNDATION, (REFER TO THESE REQUIREMENTS SHALL BE ADJUSTED AS NECESSARY FOR MEMBERS FIN FINISH TO CONSTRUCTION AND PRIOR TO ORDERING MATERIALS. BY 'THE GENERAL CONTRACTOR TO THE STRUCTURAL ENGINEER FOR REVIEW CONSTRUCTION DETAILS). THAT SUPPORT OTHER BEAMS. THIS PROVISION MAY BE REDUCED ONLY FJ FLOOR JOIST AND VERIFICATION. WHERE SPECIFICALLY PERMITTED BY THE STRUCTURAL ENGINEER. FLG FLANGE a 12. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. 12. ALL HEADERS EXCEEDING 5-0" SHALT.. HAVE., A DOUBLE JACK STUD WITH A CONNECTIONS SHALL BE DESIGNED TO DEVELOP A MINIMUM END REACTION FRMG FRAMING 9. NO CONCRETE IS TO BE POURED UNTIL ALL HOLES AND OPENINGS SHOWN ON DOUBLE.,KING STUD AND A DOUBLE., SILL PLATE. OF 6.0 KIPS. USE A MINIMUM OF 2 BOLTS FOR ALL BOLTED CONNECTIONS. FT FEET 13. THE GENERAL CONTRACTOR SHALL COMPARE STRUCTURAL SECTIONS WITH PLANS AND SHOP DRAWINGS ARE REVIEWED AND VERIFIED. FTG FOOTING ARCHITECTURAL SECTIONS AND REPORT ANY DISCREPANCY TO THE 13. 'ACQ' DESIGNATION REFERS TO CURRENT ARSENIC-FREE., TREATED WOOD 4. THE USE OF THE CUTTING TORCH IN 'THE FIELD WILL NOT BE PERMITTED. GALV GALVANIZED W 1%_ ARCHITECT PRIOR TO FABRICATION OR INSTALLING STRUCTURAL MEMBERS. 10. FILL ALL PLUMBING SLOTS WITH CONCRETE OF THE SAME STRENGTH AND TO STANDARDS AND SHALL,TAKE,THE PLACE OF'CCA'. GLB GLUE-LAMINATED BEAM / Lr) THE SAME DEPTH AS THE FLOOR SLAB AFTER PIPING IS INSTALLED UNLESS 5. ENDS OF BEAMS AND WEBS SHALL BE REINFORCED WHERE CUTS OR COPES GR GRADE 14. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY OTHERWISE SHOWN. 14. FIREBLOCKING SHALI, BE PROVIDED IN CONCEALED SPACES OF STUD WALLS REDUCE STRENGTH BELOW REQUIRED VALUES. 1 IDR l LEADER r-- CONTRACTOR. SUB-CONTRACTOR, ERECTOR, FABRICATOR, MATERIAL AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR I-IGR IIANGER r SUPPLIER, ETC. 1N LIEU OF PREPARATION OF SHOP DRAWINGS, SIGNIFIES HIS 11. PIPES OR CONDUITS PLACED IN SLABS SHALL NOT HAVE AN OUTSIDE LEVELS AND AT 10-FOOT INTERVALS BOTH VERTICAL,AND HORIZ.,ONTAL,. 6. WHERE MILLED STIFFENERS ARE REQUIRED, THERE SHALL BE NO WELD 1-IORIZ HORIZONTAL >- ACCEPTANCE OF ALL INFORMATION SHOWN HERE ON AS CORRECT AND DIAMETER LARGER THAN 1/3 THE SLAB TI IICKNESS AND SHALL NOT BE SPACED PLACED AT THE MILLED SURFACES (EXCEPT FOR TACK WELDS OR WHERE 1--ISB I IIGI-I STRENGTH BOLT Z OBLIGATES HIMSELF TO ANY JOB EXPENSE, REAL OR IMPLIED, ARISING DUE TO CLOSER TI--IAN THEIR DIAMETERS ON CENTER. ALUMINUM CONDUITS SHALL SHOWN OTHERWISE). NO WELD SHALL BE PLACED IN CLIPPED CORNERS OF IN INCH ANY ERRORS THAT MAY OCCUR HERE ON. NOT BE PLACED IN CONCRETE. DIMENSIONED WOOD FRAMING NOTES: STIFFENERS. INFO INFORMATION LL' JST JOIST < Z 15. ALL CODES, COMMITTEE REPORTS, SUPPLEMENTS, SPECIFICATIONS, ETC. 12. NO ALUMINUM SHALL BE CAST IN CONCRETE. 7. AL I, WELDING SHALL BE SUBJECT TO INSPECTION AND SHALL BE IN 1. T'HF_, STRUCTURAL WOOD S'T'RESS GRADE STAMPED LUMBER SHALL BE GRADED KKIP I- Z W REFERRED 'TO IN 'THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE AS FOLLOWS UNI.,F.,SS OTHERWISE NOTED ON PLANS: ACCORDANCE WITH THE LATEST MANUALS OF THE AMERICAN WELDING KSF KIP PER SQUARE FOOT U PROJECT SPECIFICATIONS INCLUDE ALL AMENDMENTS, SUPPLEMENTS AND 13. SE[OP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. SOCIETY. NO WELD SHALL START UNLESS AN INSPECTOR ENGAGED BY THE LB LAG BOLT W Lr) ADDENDA IN FORCE AT THE DATE OF THESE DOCUMEN'T'S. WORK SHALL NOT BEGIN UNTIL CONTRACTOR RECEIVES APPROVED SHOP OWNER IS PRESENT (1N THE SHOP AND IN THE FIELD). SHOP DRAWINGS LL L[VE LOAD O c JOISTS, RAFTERS AND STUDS: DRAWINGS. APPROVED BY THE STRUCTURAL ENGINEER WITHTHEIR STAMP OF APPROVAL LLI I LONG LEG HORIZONTAL 16. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONSENT OF THE OR AS NOTED SHALL BE PROVIDED TO THE INSPECTION AGENCY. ALL WELDING LWC LIGHTWEIGHT CONCRETE a ARCHITECT OR ENGINEER WILL NEGATE THE CERTIFICATION OF THESE PLANS. 14. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO DOUGLAS FIR-LARCH OR DOUGLAS FIR-LARCH (NORTH},NO. 2. IS TO BE DONE BY WELDERS LICENSED IN ACCORDANCE: WITH ALL, LVL LAMINATED VENEER LUMBER REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, INCLUDING FB(BASE)=850 PSI REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, AND THE RULES MAX MAXIMUM FV(BASE)= 180 PST 17. IF INTHE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES SUBMISSION OF CONCRETE TEST MIXES. AND REGULATIONS OF THE BOARD OF STANDARDS AND APPEALS. MC MOMENT CONNECTION WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR SHALL, STOP E(BASE)= 1,600,000 I'SI Revisions MIN MINIMUM WORK AND NOTIFY THE ARCHIT'EC'T OR ENGINEER. SHOULD HE FAIL TO 1.5. NO CONCRETE IS TO BE POURED UNTIL PLACEMENT OF REINFORCEMENT IS 2. "THE DESIGN OF THE DIMENSIONAL LUMBER MEMBERS AND 'THEIR 8. WHERE STEEL MEMBERS ARE REQUIRED TO BE SPLICED AND/OR WHERE NOTED NTS NOT TO SCALE No. Date Description FOLLOW THIS PROCEDURE AND CONTINUE WITH WORK, HE SHALL ASSUME ALL Cl IECKED AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. CONNECTIONS IS BASED ON THE LUMBER HAVING A MOISTURE CONTENT AT M.C. ON DRAWINGS, THE CONNECTION SI[ALL BE MADE TO DEVELOP TliE FULL NWC NORMAL WEIGHT CONCRETE 1 08/29/22 FOR PERMIT RESPONSIBILITY AND LIABILITY THEREFROM. 'T THE TIME OF INSTALLATION OF 19%OR LESS. STRENGTH OF THE SECTION. SUCH CONNECTIONS SHALL NOINTERFERE WITH OC ON CENTER 2 ANY ARCHITECTURAL OR MECHANICAL CLEARANCES. P/C PRECAST 3 __/_-/_- 18. CONSTRUCTION SHALL COMPLY WITH ALL, FEDERAL, STATE AND LOCAL REINFORCING STEEL 3. JOISTS OR RAFTERS ARE TO BE INSTALLED WITH "CROWN" UP (I.E. POSITIVE 9. POWDER ACTUATED FASTENER 4 CODES. ORDINANCES, RULES AND REGULATIONS. CONTRACTOR SHALL 9. SUBMIT SHOP DRAWINGS, ERECTION PLANS, WORK PROCEDURES, AND PCF POUNDS PER CUBIC FOOT ARRANGE FOR ALL, NECESSARY PERMITS AND INSPECTIONS INCLUDING THE CAMBER)AND WITHIN 1/2 INCH OF STRAIGHT, END-TO-END ALIGNMENT. , 5 QUALIFICATIONS "TU THE STRUCTURAL ENGINEER FOR APPROVAL. Ph PLATE CERTIFICATE OF OCCUPANCY. 1. ALL REINFORCING STEEL SHALL BE GRADE 60 AND SHALL CONFORM TO ASTM PLF POUNDS PER LINEAR FOOT ` . ° ,, 4. SEVERELY DISTORTED TWISTED BOWED, CUPPED CHECKED. ETC. LUMBER 10. FULL PENETRATION GROOVE WELDS ARE TO BE ULTRASONICALLY TESTED. PLWD PLYWOOD � SPECIFICATION OF DEFORMED AND PLAIN BILLET STEEL BARS FOR CONCRETE ( ) 19. WHERE, CONFLICT EXISTS BETWEEN THE GENERAL BUILDING CODE SPECIFIED REINFORCEMENT, ASTM A615, STANDARD SPECIFICATION FOR EPDXY-COATED SHALL NOT BE USED. ABOVE., AND OTHER CODES, PUBLICATIONS, SPECIFICATIONS AND DRAWINGS STEEL REINFORCING BARS, ASTM A775, STANDARD SPECIFICATION FOR PSF POUNDS PER SQUARE FOOT Designed By : NM CITED HEREIN, THE REQUIREMENT'S OF THE .MORE STRINGENT ITEM SHALL FABRICATION AND JOBSITE HANDLING OF EPDXY-COATED STEEL REINFORCING 5. NOTCHES 1N THE 'TOP OR BOTTOM OF DIMENSIONED LUMBER JOISTS OR 11. ALL CONNECTIONS USING HIGH STRENGTH BOLTS SHALL BE TESTED BY OWNERS T'ES'TING LAB. Drawn B NM GOVERN. BARS, ASTM D3963, STANDARD SPECIFICATION FOR EPDXY-COATED STEEL RAFTERS SHALL NOTEXCEED ONE,-SIXTH THF.,MEMBER DEPTH AND SHALL NOT y WIRE AND WELDED WIRE REINFORCEMENT, ASTM A884. DETAILING OF BE LOCATED IN 'T'HE MIDDLE THIRD OF THE SPAN. END NOTCHES SHALL NOT 12. HIGH STRENGTH BOLTS OR WELD SHALL BE USED IN THE FOLLOWING Checked By : AA REINFORCEMENT, ASTM A615. DETAILING OF REINFORCING STEEL SHALL EXCEED ONE-FOURTH THE MEMBER DEPTH. BORED HOLES SHALL NOT BE 2U. ANY SUBSTITUTIONS OR ALTERNATES(DE'T'AILS, MEMBERS, ETC.)MAY BE USED REINFORCEMENT, LOCATIONS: CANTILEVERED MEMBERS (EACI{ SIDE), MEMBERS NOTED M.C., AT CONFORM TO THE AMERICAN CONCRETE INSTITUTE DETAILING MANUAL. WITHIN HIN TWO INCHES OF THE TOP AND BOTTOM OF THE MEMBER AND THEIR [F SUCH SUBSTITUTION OR ALTERNATES ARE SUBMITTED TO THE ENGINEER _, ,-. -, _ _ , - , , MEMBERS SUPPORTING MAOI-PINERY OR OTHER MECHANICAL EQUIPMENT, AT DIAMETER SHALL NO[ EXCEED ONE-THIRD THE MEMBER DEPTH, UNLESS Q \� FOR REVIEW AND ACCEPTANCE IS GRANTED; HOWEVER, TEIE ENGINEER SHALLALL HANGER, POST, STRUT AND COLUMN CONNECTIONS, AT MEMBERS " BE THE SOLE JUDGE OF ACCEPTABILITY. IN ANY EVENT, THE CONTRACTOR 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM SPECIFICATION A185 (70,000 OTHERWISE NOTED ON PLANS. FRAMING TO COLUMNS AND WITHIN Y-O"OF COLUMNS. Date : 08/29/2022 SHALL BE RESPONSIBLE FOR THE DESIGN OF SUCH ALTERNATES AND PSI MINIMUM) AND SHALL BE SUPPLIED IN FLAT SHEETS. ALL WELDING WIRE SUBSTITUTIONS WHICH HE PROPOSES. THE ENGINEER SHALL NOT BE FABRIC SHALL BE. LAPPED TWO (2) FULL MESH PANELS AT ENDS AND SIDES 13. WHERE A307 BOLTS ARE USED, THREADS SHALL BE DISTORTED AFTER Scale: AS NOTED RESPONSIBLE FOR ANY CHANGES WITHOUT NOTIFICATION. AND TIED SECURELY, UNLESS OTHERWISE NOTED. SHEATHING PANELS: INSTALLATION TO PREVENT NUTS FROM BACKING OFF. 3. REINFORCING AND WELDED WIRE MESH FOR SLAB ON GRADE SEIALL BE 14. ALL STEEL IS TO BE ERECTED WITH NATURAL CAMBER UNLESS OTHERWISE 21. LARGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER SCALE SUPPORTED BY PRECAST CONCRETE CUBES OR BRICK OR CHAIRS DESIGNED 1. SHEATHING PANELS, PLYWOOD OR ORIENTED STRAND BOARD ("USB"), SHALL NOTED; KEEP ENDS OF ALL CANTILEVERS IJP AS NOTED ON DRAWINGS. DRAWINGS. IT IS THE INTENTION OF TI{E DRAWINGS TO PROVIDE FOR A FOR EARTH BEARING AT A MAXIMUM OF 4'-0" ON CENTER IN EACH DIRECTION. CONFORM TO U.S. PRODUCT STANDARD PS-1, AND BEAR THE APA GRADE-TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ONLY (,j' f COMPLETE JOB IN ALL RESPECTS AND NO EXTRAS WILL BE ALLOWED FOR DEPTI{ OF SUPPORT SEIALL PROVIDE FOR 3/4 TOP COVER TO REINFORCING, 15. STRUCTURAL MEMBERS TO BE PAINTED WITH i TEIE FOLLOWING PRIMER; "10-99 ,u i MATERIALS AND/OR LABOR REQUIRED TO COMPLETE THE WORK, AS UNLESS OTHERWISE NOTED. PLYWOOD SHALL BE USED ON FLOORS. TNEMEC PRIMER" MODIFIED ALKYD RUST INHIBITIVE PRIMER, TNEMEC CO.,(DRY FILM THICKNESS .M I INC. OR APPROVED E I IICKNESS 2.9 TO 15 MILS a INDICATED. 2. SHEATHING PANELS FOR FLOORS, ROOF, AND WALLS SEIALL BE APA RATED Q ) ) SE I' 4. PROVIDE STANDARD BAR CHAIRS AND SPACERS AT 5-0 CENTERS MAXIMUM, SHEATHING, EXPOSURE 1, WITH A MINIMUM SPAN INDEX RATING OF 32/16. SEE �" � C � ��2� FOR ALL SLABS ABOVE GRADE. UT nit,;DF- ARCHITECTURAL PLANS FOR THICKNESS. TO°'' \ ]Lan £o .. i Andrews „• 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631) 259-3959 II Info@DiLandroAndrews.com 23'-6" -'- 3194" 31;4 g'_2:: I Professional Seal I I P € I I t € _ m a I ~ W I _ E , I f Fpp 09720l I RIFESS IONP� P I I 3 � I � I 1 i t i i I 1 P I 20'_8:, 1 +i V : + P ! i co INN �g6 = p I g5 `�� 16'-8'' - 3 ' Q r +— �1��15 1 I 4' 0" ��V_W 1'-0" T-10" T-10" 3 I I I t I I I I F-3.0 3 ` F-5.0 F-5.0 �i" E F-5.0 I 3 SIM. I _ ... F-5.0 I t 1 I P I t 1 1 5-200 I I I IIUP PILE& PILE CAP I ` PREFABRICATED ( TOP OF WALL 3 I CENTERED @ ---U2 + SPIRAL STAIR SPIRAL STAIR , I EL. -4'-6" NS-200,rI - ' POST I I I (SEE ARCH I TOP OF WALL t DWGS) I I EL. = 5'-0" I N z I f 3 ! + + I 3 P F-3.02:_p:] J — NEW 5"SLAB ON GRADE REINFORCED SLAB TROUGH FOR IPE, I j W/4x4-W2.ox 2.0 WWF � 2 RECESSED FLOOR OR SUMP �- t + i ROOF DRAIN PIPE, BY 1 SEE D�TAIL 7/S-200 IPI 4'-6" / ( + z ! OTH�RS. 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FROM DATUM Date : 08/29/2022 FOUNDATION PLAN Scale: AS NOTED C - INDICATES CONTINUOUS/ISOLATED SCALE: 1/4"= 1'-0" FOOTING, 4000 PSI COMPRESSIVE STRENGTH MIN. Olt& 0 N In Sheet# DiLandro Andrews r< 158 County Rd. 39, Suite 10 1 Southampton, N.Y.11968 A � � D H ' � � � Office: (631)259-3959 j s Info@DiLandroAndrews.com € i 94'-4" € 15'-4" 164" 63-4" -4" 1 ! I 7'-10' � 7'-6" ( 8'-2" -I 15'-8" I 7'-10" —�� 7'-10" � 7-10" 7'-10" 8'-2" Professional Seal 0,-4„ C15x50 ! •:` i F NEtv _- -- -------- _-- - - ----- - - .__.._ _ _ ! _—_—--- - ENR 0 ! moc , 09720 I gaFES SIONP� F ! 9 Z Z U Q E o O0<N OPEN o ! I cf x! / 1 x x U U ° 8 / I � �a�3 � 2 G vIG vIG GOy E 1 ------ ------- x3x1/4 LEDG Z 1 I ! Q 3 ! ! ! t I } ( I I PREFABRICATED E !• f T F -----t-SPIRAL IR E ARCH SEj W t DWGS) o I x ! ' ; I PREFABRICATED cMxx 3 SPIRAL STAIR z -j o i I - (SEE H o ( Q { x OPEN LO tx j 3 ! DWGS)RC /J U • 1 112' FIB LASS MUNI! i j ; I I �! 3 ! 1 9 3 xx x x x x x WI 1 I O x x 2 I E V' GO J vl vIG �1G I I IG I! 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ALL WOOD FRAME CONNECTIONS NOT BEARING TYPICAL CONNECTIONS ARE TO HAVE A Drawn By : NM SIMPSON FACE-MOUNT HANGER SIZED TO FIT CONNECTING MEMBERS. Checked By : AA : . J Ls 2. ALL WOOD FRAME CONNECTIONS NOT BEARING TYPICAL CONNECTIONS ARE TO HAVE A \: (P :•. `,. SIMPSON FACE-MOUNT HANGER SIZED TO FIT CONNECTING MEMBERS. \ 3. ALL JOISTS OVER BEARING WALLS ARE TO HAVE SOLID 2X BLOCKING BETWEEN JOISTS AND Date : 08/29/2022 BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. Scale: AS NOTED 4. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. FIRST FLOOR FRAMING PLAN 5. FLOOR SHEATHING TO BE 3/4" CDX MIN GLUED AND SCREWED, UNLESS OTHERWISE NOTED. SCALE: 1/4"= 1'-0" 6. ALL EXTERIOR STEEL SHALL BE HOT DIPPED GALVANIZED. U I r Sheet# - Andrews •tea ::;; DiLandro .,��...... : �W ...._,......_........................... Engineering 158 County Rd. 39, Suite 10 A ( ) ( ) B u Southampton, N.Y.11968 6 H ' Office: (631) 259-3959 Info@DiLandroAndrews.com 94'-4" 1 E 15'-4" ' ' 15'-.4" € i 63�4" ° i Professional Seal { T-10" T-6" 8'-2" 15'-8" T-10" T-10" T-10" T-10" — 8'-2" +� i I - E ! 0'-4" 1 t ! t S 1 9 1 W OF New I — _.._ - N------ ENR y 9 0 � e M I I EEE FpAR 09720 I OFESSION 9 I {{ L5x5x3/4 (UP)CORNE� POST E E ! I 3 TO CONNECT CURTAIN WALL. ' SEE DETAIL 5/S-401 �$y3 �ay35 $y31 �y3y 2 vIv v 1 # ' E CANT ' ' �' ' ' C15x50 ° ' C' G C15x50 ' C' CAN ' L3 L3 L3 L3n Z Q 3T w 3 E L6= L6x3 1/2x5/16 SLV, TYP. o j PREFABRICATED ( SPIRP L STAIR(SEE I o ARCH DWGS) L5x5x3/4 (UP)CORNER POST CCv TO CONNECT CURTAIN m oX WALL. SEE DETAIL 5/S-401 U p U ?>> o CONNECT C6 TO E , W � � � Tml ; PROV DE BLOCKING x SPIRAL STAIR POST w/ z -' BELOWCURTAIN WA L Cn Q � 15x50 w/ L3 LEDQER v WELDED SHEAR PLATE 1 1/2' Fl E ROLASS GRATIN -- � M J ! L3= L3x3x1/4, TYP. W12x87 ,. CO 12x87 30 30 X oX N 6 � z' L.L.. 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SEE � DETAIL 5/S-401 0 d- O 0- I 3 _ _ _ __..._.. ..._-—._...___. ____wW.___ ----•-•--•c- - - - --�--- Revisions No. Date Description 1 08/29/22 FOR PERMIT 2 --/--/-- ---- 3 --/--/-- ---- 4 --/--/-- ---- MOMENT CONNECTION VALUE -INDICATES STEEL COLUMN BELOW 5 (FT-KIPS) p \.. 41 BEAM MATERIAL - INDICATES STEEL COLUMN ABOVE/ BELOW NOTES: Designed By : NMBEAM SIZE SPAN DIRECTIONJ'\ �G - INDICATES STEEL COLUMN ABOVE Drawn By : NM 1. ALL WOOD FRAME CONNECTIONS NOT BEARING TYPICAL CONNECTIONS ARE TO HAVE A RAFTER PITCH EXTENTS OF G� SIMPSON FACE-MOUNT HANGER SIZED TO FIT CONNECTING MEMBERS. FRAMING - INDICATES WOOD POST BELOW ® -INDICATES LOAD BEARING WALL BELOW Checked By : AA DIRECTION 2. ALL WOOD FRAME CONNECTIONS NOT BEARING TYPICAL CONNECTIONS ARE TO HAVE A (2) 1 3/4x 11 7/8 LVL 1--,Q� ® - INDICATES WOOD POST ABOVE/BELOW C - INDICATES LOAD BEARING WALL ABOVE :.. . 3700 2B-01 N SIMPSON FACE-MOUNT HANGER SIZED TO FIT CONNECTING MEMBERS. a ❑ - INDICATES WOOD POST ABOVE - INDICATES SHEAR WALL BEAM END REACTIO� I 0 3. ALL JOISTS OVER BEARING WALLS ARE TO HAVE SOLID 2X BLOCKING BETWEEN JOISTS AND (LBS-WOOD) MOMENT ~—JOIST/RAFTER Date : 08/29/2022 BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. (KIPS-STEEL) CONNECTION TYPE. &SPACING WOOD POSTS TO BE (2)-2X MINIMUM U.O.N. Scale: AS NOTED COLUMN 4. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. BEAM NUMBER OVER BEAM STEEL COLUMNS TO BE HSS5x5x3/8 MINIMUM U.O.N. 5. FLOOR SHEATHING TO BE 3/4"CDX MIN GLUED AND SCREWED, UNLESS OTHERWISE NOTED. SECOND FLOOR FRAMING PLAN BEAMS / HEADERS JOIST / RAFTERS COLUMN / POST WALL 6. ALL EXTERIOR STEEL SHALL BE HOT DIPPED GALVANIZED. SCALE: 1/4" = 1'-0" U A FRAMING LEGEND Sheet# DiLandro j Andrews ,�...... ,v••............................§... E C1 g 1 P3 E:e C i i'1 g 158 County Rd. 39, Suite 10 B C 1 Southampton, N.Y.11968 A B r n ' Office: (631) 259-3959 Info@DiLandroAndrews.com 94'-4" I ° I ! 15'-4" ' 15'i ' ' 63-4" ° ' i 7'-10" I 7'-6" I 8'-2" I 15'-8" i 7'-10" 7'-10" 7'-10" 7'-10" 8'-2" Professional Seal ! t 0'-4" ! r I I E I OF NEw ENR yo I � r N 9 I ! p� I I a m E I � Cr I I I E 09 720 NP��I I SS � .0 I i I I , I I I ! I I IE I II L5x5x3/4 DOWN CO NER � I i POST TO CONNECT CURTAIN 1109* WALL. SEE DETAIL 5/ -4012 �g�g1 i ay36 ay31 GO I I GO E G� r i v vl 1 I yG I f € CANT ' C15x50 _ __ G - C1 5x50 E G C1 5X50 ° C' C15x50 ' �'� CANT _. _ _ _ ,__, ._ _ _ _ .._ _ _ ___ __ __ _ __ _ _ ___._. ....,,,,,__.__ _,,,, _. r __.. .._..�..__ � _ _. _I� _t � __ ___ _ _ .. _ _ __ ___ __ _ _ _ _______._.- _ ._.._ - 3 L3x3x1/4 L3x3x1/415 L3x3x1/4 L3x3x1/4 15 15 t � IL5x5x3/4 (DOWN CORNER POST TO CONNECT CURTAIN , 4 WALL. 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( N 8 CORNER LOnWn// CONNECT CURTAIN C 7 WALL. SEE DETAIL 5/S-401 0 u.. d- O � I IE I I � I I _ ------ _ _ _ E Revisions € No. Date Description 1 08/29/22 FOR PERMIT 2 --/--/-- ---- 3 --/--/-- ---- NOTES: 4 5 --/--/-- ---- MOMENT CONNECTION VALUE - INDICATES STEEL COLUMN BELOW 1. ALL WOOD FRAME CONNECTIONS NOT BEARING TYPICAL CONNECTIONS ARE TO HAVE A (FT-KIPS) . SIMPSON FACE-MOUNT HANGER SIZED TO FIT CONNECTING MEMBERS. G BEAM MATERIAL �� -INDICATES STEEL COLUMN ABOVE/BELOW 2. ALL WOOD FRAME CONNECTIONS NOT BEARING TYPICAL CONNECTIONS ARE TO HAVE A Au O Designed By : NM SIMPSON FACE-MOUNT HANGER SIZED TO FIT CONNECTING MEMBERS. BEAM SIZE SPAN DIRECTION , -INDICATES STEEL COLUMN ABOVE Drawn By : NM RAFTER PITCH EXTENTS OF Checked By : AA 3. ALL JOISTS OVER BEARING WALLS ARE TO HAVE SOLID 2X BLOCKING BETWEEN JOISTS AND DIRECTION FRAMING - INDICATES WOOD POST BELOW ® -INDICATES LOAD BEARING WALL BELOW BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. o N• �. \. (2) 1 3/4x 11 7/8 LVL ,—,D,, ® -INDICATES WOOD POST ABOVE/BELOW C -INDICATES LOAD BEARING WALL ABOVE 3700 28-01 CV 4. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. BEAM END REACTIOZN '4 ❑ - INDICATES WOOD POST ABOVE -INDICATES SHEAR WALL 5. FLOOR SHEATHING TO BE 3/4"CDX MIN GLUED AND SCREWED, UNLESS OTHERWISE NOTED. (LBS-WOOD) MOMENT ~`—JOIST/RAFTER Date : 0$/29/2022 (KIPS-STEEL) CONNECTION TYPE. &SPACING WOOD POSTS TO BE (2)-2X MINIMUM U.O.N. Scale: AS NOTED 6. ALL EXTERIOR STEEL SHALL BE HOT DIPPED GALVANIZED. COLUMN BEAM NUMBER OVER BEAM STEEL COLUMNS TO BE HSS5x5x3/8 MINIMUM U.O.N. ROOF FRAMING PLAN BEAMS / HEADERS JOIST / RAFTERS COLUMN / POST WALL SCALE: 1/4" = 1'-0" FRAMING LEGEND Sheet# O > CONNECT P.T. PLATE TO a; Z w FOUNDATION SHELF W/ DlLt FIRST POUR SECOND POUR w Q _j ` TYP. LAP TYP. LAP E a _j 4"0x12" LONG ANCHOR Q Q BOLTS AT 3 0"o.C. Andrews SEE NOTE 1 SEE NOTE 1 > w �t s\\moi DIAMOND SAW CUT. IN AREAS WHERE 6" 6" 6' 6" --w t E t i n e e r E n t.t STOP REINF. SHORT OF STOP REINF. SHORT OF - U) w 1" PREFORMED EXPANSION SLAB IS LEFT EXPOSED, (I.E. LEFT b O 2 UNCOVERED), FILL W/SPECIFIED JOINT AT EACH SIDE JOINT AT EACH SIDE z a- MATERIAL �„ 0 ® 158 County Rd. 39, Suite 10 JOINT FILLER IN ACCORDANCE W/ a PREMOLDED TONGUE ~ Southampton, N.Y.11968 Office: (631) 259-3959 MANUFACTURER'S INSTRUCTIONS - AND GROOVE JOINT " x x x x Info@DiLandroAndrews.com CORNER BAR SIZE AND _ SPACING TO MATCH �— ill- - lll. j I(T I SLAB ON GRADE, SEE HORIZ. REINF. 0 1=- I� PLAN FOR REINF. P f I Seal ro essiona ea ,. _... 011 „•` NT. #5 HORIZONTAL TYP - - �', p ...I .._I T (2)-TOP AND BOTTOM . �=;•.. : � -� SOF NEW c~n #5 DOWEL AT 12"o.c. �Q� ENR rO.p� NOTE. NNTS"BE TO BE USED WHEN C-CRETIN F.TO BE 7""j"T".CONSTRUCTION JOINTS SEE SLAB PLAN FOR CONTROL THE SAW CUT IS TO BE PERFORMED MAY Llll Y BE„IN„SEEB _NIA"T'ONBRECI "IA9 RIAN"NO DETAIL LLL 2x4 KEY 20 5 JOINT LOCATIONS NOTED"CJ" UP TO 12 HOURS AFTER THE CONC. z M w IS POURED, REFER TO ACI 301. AT CORNERS AT INTERSECTIONS C� in o 110#5 HORIZONTAL @ FO0972Q� TYPICAL CONTROL JOINT DETAIL SLAB ON GRADE CONSTRUCTION JOINT DETAIL I 18"o.c. R�FESS10 1 � Second Pour First Pour ` , (3)-#5 CONT. BOTTOM OF FOOTING SEE PLAN FOR 0 WRAP W.W.F. AROUND CONT. TYP. LAP REINFORCEMENT w 1 -0 #4 NOSING BAR, EDGE W1-1' SEE NOTE 1 PROVIDE V V GROOVE ON EXPOSED SEE NOTE 3, 4 AND 7 .` '.•,• .• 12" MIN OF 3/4" CRUSHED FACE OF WALL AT JOINT. SEE NOTE 7 STONE BELOW FOOTINGS MIN VAPOR RETARDER, Q RADIUS TOOL 0'-6" 0'-10" 0'-6" LAP EDGES 24"AND TAPE, 0- CONSTRUCTION JOINT, OMIT AT EXTERIOR SLABS w SEE PLAN FOR CHANGE 6" 6" IN ELEVATION CENTER 2x4 KEY ON WALL SHRINKAGE CRACKCr 1'-10" eel of .� 31F- ;. TYPICAL FOUNDATION DETAIL W' ", , 3 �•":,• ':�;:�... � S-200 PROVIDE CONT. CHAIR AT REFER TO GEO TECH. != ' SCALE: N.T.S. PIER, IF REQUIRED 3'-0"O.C. MAX TO MAINTAIN REPORT OR 6" MIN. CONSTRUCTION JOINT CONTROL JOINT REINF. AT EL. SHOWN GRANULAR SUB-BASE ®NOTE: CONTINUE WALL UP TO 3" BELOW NATURAL"CUT"GRADE OR O > FIRST FLOOR FRAMING Z r ) J COMPACTED SUB-GRADE 1. ALL BAR SPLICES SHALL BE GLASS"B" LAP SPLICES WITH 56 BAR DIAMETERS MINIMUM w w FLOOD VENT J ii Q 0 2. PROVIDE CONSTRUCTION JOINT AT END OF EACH DAY'S POUR. WALLS SHALL NOT BE POURED IN CONTINUOUS Q w — TYPICAL SLAB ON GRADE DETAIL-RESIDENTIAL STEPPED SLAB DETAIL LENGTHS EXCEEDING 30 FEET WITHOUT PROVIDING CONSTRUCTION JOINTS OR CONTROL JOINTS. > w C) O " PREFORMED EXPANSION �- 3. PROVIDE CONSTRUCTION/CONTROL JOINTS AT FACE OF PIERS UNLESS OTHERWISE NOTED ON PLAN. z o- MATERIAL Uj 20 0 0 Q TYPICAL SLAB ON GRADE DETAIL 4, AT CONTROL JOINT, PROVIDE BEVEL JOINT"T' /10 INTO WALL SURFACE BOTH SIDES. STOP ALTERNATING io 1 HORIZONTAL REINFORCING BARS 6" SHORT OF CONTROL JOINT, x x x x x z S-200 • o O SCALE: N.T.S. 5. SEE APPROPRIATE SECTION FOR WALL REINFORCEMENT. } i III-II�II.I. 1 -IC-1 SLAB ON GRADE, SEE (_ 6. VERTICAL REINFORCING AND/OR SUPPORT BARS NOT SHOWN FOR CLARITY. o I ') III PLAN FOR REINF. I= = _III-111=T U 1-1 -1 -1iI--LI Q PROVIDE CAULKING AT JOINT IF REQUIRED. SEE SPECIFICATIONS. • o w I_�I-I-I TIT---- 7. 1 CONT. #5 HORIZONTAL F- 1 �=i -ll 0 (2)-TOP AND BOTTOM Z a 111;;;1 CENTER W R� 0 #5 DOWEL AT 12"o.c. � L.L ~ COLUMN PIER u- 2x4 KEY BEAM TO BE CENTERED ON 2 GRADE CONCRETE WALL CONSTRUCTION DETAIL FOOTING - S-200 SCALE: 3/4"= 1'-0" c%> o #5 HORIZONTAL @ COLUMN/PIER/OR GRADE o 18"o.c. BEAM ` ,..<.. . (3)-#5 CONT. BOTTOM OF FOOTING Z I PIER/COLUMN 12"MIN OF 3/4" CRUSHED .;;. 0 = REINFORCEMENT IF REQ'D STONE BELOW FOOTINGS Q w 0'-6" 0'-10" 0'-6" O U z w I I FOOTING TOP 1'-10" Lu I I REINFORCEMENT IF REQ'D, W Oj SEE SCHEDULE o o TYPICAL FOUNDATION DETAIL (ALTERNATE) I O }' Z UFTG. BOTTOM REINF., SEE SCHEDULE M Qz � BOTTOM OF FTG. EL., z Uj NOTES: SEE PLAN W � N 0 CO� LL 1. SEE FOOTING SCHEDULE FOR FOOTING DIMENSIONS PROVIDE DIAMOND SHAPE O WRAP W.W.F. AROUND CONT. n- FOR�VI, TO BE FILLED W/ 1T-OII #4 NOSING BAR COLUMN CONIC, AFTER COLUMN IS MIN ISOLATED FOOTING SCHEDULE INSTALLED STEEL CLOSURE PLATE x 6"WIDE BEARING CAPACITY OF SOIL= 2000 PSF 6" DEEPRevisions TROUGH No. Date Description ALLOWABLE I REINFORCEMENT - - I, I .\, — 1 08/29/22 FOR PERMIT CALLOUT AXIAL LOAD LENGTH WIDTH THICKNESS LENGTHWISE WIDTHWAYS ADD ITONAL INFO. F-2.0 15.0 KIPS 2'-0" 2'-0" 2'-0" (3)-#5 (3)-#5 90d HOOK @ END SEE SLAB PLAN 2 FOR CONTROL O �� F-3.0 30.0 KIPS 3'-0" 3"-0" 2'-0" (4)-#5 (4)-#5 90d HOOK @ ENDJOINT LOCATIONS \� \G\ O\,,��i 1 3 --/--/-- ---- F-5.0 75.0 KIPS 41-01# 41-011 (7)-#5 (7)-#S 90d HOOK @ END NOTED"CJ o JF Q- Q\,P S - ., 4 --/--/-- ---- �' ------ 2 PIPE, BY OTHERS ( ) #3 STIRRUPS S NOTE: 1)ALLOWABLE AXIAL LOADS ASSUME COLUMN IS CONCENTRIC ON FOOTING - FOR OFFSET FOOTINGS FURTHER Designed By : NM CALCULATIONS ARE REQUIRED. Drawn By : NM 2) MINIMUM BASEPLATE SIZE IS TO BE 1'-0"x1'-0"x3/4". Checked By : AA 5 TYPICAL ISOLATED FOOTING DETAIL 6 SLAB AT COLUMN DETAIL PLAN 7 SLAB TROUGH Date : 08/29/2022 Scale: AS NOTED S-200 SCALE: N.T.S. S-200 SCALE: 3/4"= 1'-0" S-200 SCALE: 3/4"= 1'-0" Sa200 Sheet# JOISTDETAILS Plate nail-16d(0.135"x 3Y2") Load bearing or braced/shear wall1y"round holes may be cut Plate nail, 16d(0.135"x 3 Y2") Plate nail, 16d(0.135 x 3 Y") at 12"on-center above(must stack over wall below) Load bearing or braced/shear wall above anywhere in web outside of When sheathing thickness exceeds Y", 2x stud wall at Floor panel nail- /Blocking panel: %"TJ'"Rim Board, (must stack over wall below when present) ALL® A L HOLES - TJ'® Joists hatched zone if they are at 16"on-center at 16"on-center - P 1Ya"or 1%"TimberStranda LSL or No load bearing located 3"away horizontal) Blocking panel: trim sheathing tongue at nm board 16"on-center 8d(0.131"x 2Y")at 6"on-center g y y TJ" Web stiffener TJI •oist. wall above Min distance from Table A Min.distance from Table B (edge-to-edge) I 1Ya"TJ Rim Board, 1Ya"or Plate nail-16d 0.135"x 3Y' JBID king ane): ® required on both ( ) g p from a larger hole. 1Y"TimberStrand LSL or q * Web stiffeners required on 2x4 minimum Web stiffeners 1Ya"TJI Rim Board, DO NOT !` ' • sides at A2W ONLY at 16"o Floor both sides at A3.4W ONLY TJI foist Sheathing squash blocks required each side 1Ya"or 1Y"TimberStrand LSL cut or notch flange. i`• �; �� •� �•'� � Floor panel nail- � .• 4 8d(0.131"x 2Y2")at 6"on-center* boundary nails, at B3W ONLY or TJI®joist . I .a' n f°t? 8d(0.131"x 2Y") 1y"or 1%" - .: ._- Andrews •• ; �, Web Stiffeners required at 4"on-center TimberStrand %s" Web stiffeners 6" O g -••-=... i rt r<i r1 e e r i n Rim-to-joist q I •• 9 nail each side at A3.-W LSL rim board. 61 B1 W required on both 1 Toe nail-10d(0.131" sides of both joist " 2 x D1 D1 Closely grouped round L2 2 x LZ DL 6" 6" Toe nail, Toe nail, 6 L1 jl I 1Ye"TJ"'Rim Board, When sheathing 7 12„ x 3" at 6"on-center ! i ends at B4W ONLY No field cut minimum holes are permitted if 158 County Rd. 39, Suite 10 10d(0.131"x 3") 10d(0.131 x 3") (A3.I/A3.1 W only) thickness exceeds/a , ) minimum No fres cur oo not cut Web stiffeners required End of joists at DO NOT hatched (applies to all holes the group perimeter notes to holes larger Southampton, N.Y.11968 at 6"on-center at 6"on-center 1%"or 1 y"TimberStrand LSL. trim sheathing tongue min. on both sides at B1 W ut holes in cantilever except knockouts) meets requirements for hatched than 1h"in Office: (631) 259-3959 TJI®rim Dist at rim board Centerline reinforcement. zones round or square holes. zones cantilever Web stiffener } and BZW ONLY of support Info@DiLandroAndrews.com Toe nail ent (0.131"x 3") PP Table A - End Support @ required on both Must have 13/4"minimum at 6"on-center* Install proper blocking to Blocking panels may be required pp * sides at Al W ONLY joist bearing at ends.Attach support all panel edges 62 BZW Blocking panels may be required with braced/shear with braced/shear walls above or Minimum distance from edge of hole to inside face of nearest end support Al Al W A2 A2W rim joist per A3 detail. A3 A3.1 A3.2 A3.3 walls above or below-see detail B1 B3 B3W below-see detail B1 B4 64W O O O O 1 p o o a o 0 0 0 o JOIST TJI ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE • *For additional installations specifications see Rim Board A3.4 A3.4 �f DEPTH 2" 3' 4" 5" 6Y" 7" 8%" 11' 13 2" 3" 4" 5" s�" 7" 8�" 11" 13" Professional Seal *For additional installation specifications see Rim Board Details and Installation In A3W A3.1 A3.2 A3.3 P O O Nall through 2x-cantilever,wood backer and O O W Details and Installation in Weyerhaeuser Installation Guide 110 r-o 1'6° r-o" 3'-0" 5'-0" 1'-0" r-s^ 2'-6" 3'-6" 4'-6" Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001. y 1Ya"TJI Rim Board or 1ya"or 1Yz"TimberStrand® Blocking TJI@ joist web with 2 rows 10d(0.148"x 3") 210 r-0" r-6" 2'-6" 3'-0" 5'-c' r-0" 2'.0" 2'-6" 4'-0" 5'-0° for Floor and Roof Framing,TJ-9001. LSL.Nail with 10d(0.131"x 3")nails,one each at nails at 6"on-center,clinched. 9Y„ 230 1'-6" z'-o" 2'6" 3'-s" 5'6" OF NEjv panel 1'-0" 2'-0" T-0" 4'-6" 5'-0" top and bottom flange. Nail to blocking panel with Use 16d(0.135"x 3 )nails with 3Y2"TJI 360 r-6" 2'-0" 3'-0" 4'-0" s'-0" r-6" 2'-6" T-6" 5'-0" 5'-6" ® connections equivalent to floor panel schedule. joist flange widths. 560 r-s" 2'-6" S-6" s-0" T4' 2'-0" T-0" 4'-0" 6'-6" 6'-0" ,w\P NeNRY 0 6'-0"length of TJI joist 8"diameter maximum hole for 11/"- 1Ya'TJ Rim Board 1Ya"or 1y"TimberStrand 110 r-o° r-o° r-s" x-o° r-s° 3'-0^ 5'6" r-o" r s" z'-o° 2'-s° 4's° 5'-0° s'-o" reinforcement and filler 16"deep blocking panels;6"diameter 210 r-0" r-6° T-0" 2'-0" T-a' T-6^ 6'-0" r-0" r-6" 2'-6" T-0" 5'•0" 5'-6" 6'-6" LSL. Nail with 10d(0.131"x 3")nails, , O 4'-0"length of 8"diameter maximum hole for 11%"- block. Use 4'-0"length maximum for blocking panels 9Y" Attach reinforcement to joist 11/'• 230 r-o° r-6° 2'-0° 2'-6° 3'-0° 3'-6^ s'-s° r-o° r-o° z'-s° 3'-6° 5'-6" 5'-6° T-o° 3q"reinforcement 7 one each at top and bottom flange. 1, 360 1'-6" 2'-0" 3'-0" 3'-6" 4'-6" 5'-0" T-0" 1'-6" 2'-6" 3'-6" 4'-6" 6'-6" 6'-6" T-6" i=• 16"deep blocking panels;6"diameter with 9Yz"and 11 "TJI deep or shorter than 12"long. with one 8d(0.131"x 2/") ! � rn � 560 1'-6" 2'-6" 3'-0" 4'-0" 5'-6" 6'-0" 6'-0" 2'-6" 3'-6" 4'-6" 5'-6" T-0" T-6" 8'-0" ar Attach reinforcement to'Dist nail at each corner F1 applies to 110 r-c^ r-o° r-o° r-o° r-s° r-o° 3'-0° sem" r-o° r-o" r-s° r-o" 3'�" a'-o° s'-o° a'-o° 8' diameter maximum hole or on one side at E2, maximum for blocking panels 9Yz" joists. Do not cut flanges. 1 Web stiffeners 11/"-16"deep blocking panels; both sides at E3 with one 8d(0.131"x 2%2") deep or shorter than 12"long. Horizontal blocking uniformly 210 r-o" r-0" 1'-0" 1'-6" 2'-0" 2'-6" 3'�" Fi'-D" 1'-0" T-0" 2'-0" 2.'-6" 4'-0" 4'-6" 6'-6" 8'-6" OQ720�1 Load from above required I both 6"diameter maximum for lk'TJ'Rim Board 14'or 1Y" nal!at each corner Do not cut flanges. panels between each loaded joists 1a" 230 r-o° r-o° 1'-0" r-6° 2'-6° z'-s" a'-o° T-o° r-o° r-o" r-o" 3'-0° a'-o° 5'-0° T-o° 9'-0° A sides at E1 ONLY blocking panels 9n deep or TimberStrand LSL. Nail with joist. Nail to top plate with only. 360 r-0" r-0" r-6" r-6" 3'-6" 4'-0" 5.6" 8'-0" r-0" r-s" 2'-6" 4'-0" 6'-0" 6'-6^ 8'.0" 9'-6" RoFESTONp shorter than 12"long. 10d(0.131"x 3")nails,one 12"length of 3/" connections equivalent to Wood D Z t�` 560 r-0" r-0" 2'-0" T-0" 4'-6" 5'-0" 6'-6" 9'.0" r-6" T-0" 4'-0" 5'-0" T-o" T-6" 9'-0" 10'-0" Yi6"� Do not cut flanges. IA"TJI'Rim Board or 1y"or 1y" each at top and bottom flange. reinforcement on floor panel schedule. backer ak��e e� 0�\`1� 110 1'-0° r-0" 1'-0° r-o" r-a' 1A" 2'-0" T-0" s-0" 1'4' 1'-0" 1'-0" r-6" 3'-0" T-0° 5'-s" r-s" 1a-0" i \�_� TimberStrand LSL. Nail with 10d 3 �e5 t�`a�ti�\ aaS 210 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" Z-6- 3'-6" 6'-0" 1'-0" 1'-0" 1'-0" 2'-0" 3'-0" 3'6" 6'6" 8'-0" 11'-0" one side at E5, 12' length of/ �� gt G \O 16" 230 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 1'-6" 3'-D" 4'-0" T-0" 1'-0" 1'-0" 1'-0" 2'-0" 3'6" a'-0" T-0" 9'-0" 11.0" (0.131"x 3")nails,one each at Attach reinforcement to both sides at E6 ��2 J top and bottom flange. joist web with 3 rows Full depth vertical reinforcement on one side ��<�\e �r Jr�'0 360 r_°° r-o° r-o° r-o° r-s^ z'-s° a'-s° s'-s° 9'-0° r-o° r-°" 1'-s" 3'-0° 1 '-0° 1 r-6° x' . : " blocking between at ET both sides at E8 F1 \2�g ` 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" T-0" 5'-0" T-6" 10-0" 1-0" 2-0" 3-0" 4'-6" 6'-6" T-0" 10'-0" 1"V_#,2'-o" 10d(0.148"x 3 )nails at 6" 9 Attach reinforcement on-center,clinched. Use 2 each joist a" s" T• 8" 10'• 12'• 14/" 1s/" 4" 6•• r• 8" 10" 12" 14/" 163/." 2x4 minimum 0J Less than 5" to joist flange with `L' t<` rows with 9%"and 11 8" Less than 5" E7 E8 18•1 360 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 5'-6" 9'-6" 1'-0" 3'-0" 4'-6" 6'-0" 10'4' 11'-0" 13'-6" squash blocks I' p 8d(0.131"x 2Y")nails at 6" a+`� TJI'''oists. 560 r-a' r-o" 1'-0" 2'-0" 4'-s" T-0" 1°'-s" 2'-0" s-o" 6'-6° 8'-0" 1r-0" 12'-0" 14'-o" 1Y"TJ®Rim Board or .\��t(` on-center.When reinforcing ) E5 E6 Gap*: WEB STIFFENER ATTACHMENT 360 1 r-o" r-0" r-0" 2'-°" 4'-0' T-o" 10'-0" r-0" r-6" 3'.0" 4'-6" e'-0" 1r-6" 13'-6" 15'-6" CS Use 2x4 minimum squash blocks to 1Y"or 1Y2"TimberStrand`'LSL. Face grain a+ ��y"minimum 20 660 r-0" 1'-0" r-0" r-0" 2'-0" 4'-6" 8'-6" 1 r-0" r-o" 3'-6" 5'-0" T-0" 10'-6" 13'-0' 14'-6" 15'-6" R' bath sides,stagger nails. _ transfer load around TJI'joist Nail with 10d(0.131"x 3") horizontal E4 Not for use with 3Y2" TJI0 joist flange widths 1.. 2%"maximum E1 E1 nails,one each at top and E2 E3 (1Y"for TJI@' Nailing: Table B - Intermediate or Cantilever Support bottom flange. EXTERIOR DECK ATTACHMENT Option#1: 560, 560D) See table below. Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support Applysubfioor TJIO joist blocking with end JOIST TJI ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Structural exterior sheathing blocks installed at 1 oist-s an Web stiffener both sides. DEPTH adhesive to all j P - 2" 3" a" 5^ sY" r 8%" 1113' z" 3" 4 s" sY" r a%" 1r 13^ � Flush bearing plate required. Flashin locations using See table below. *V>lth point load from above,and no support Hanger height must Double TJI Joist Filler Block: g contact surfaces g below,install web stiffener tight to t0 flange 110 T-0" 2'-6" T-6" 4'-6" T-6" 1'-6" 2'-6" T-6" 5'-6" 6'-6" g g Hanger Backer Block: Install tight Maximum Ya' overhang two 8d(0.113"x 2%") Tight g p g be a minimum of 60% Attach per the table. g t fit* (gap at bottom flange) yy.. 210 2'-0" 2'-s" 3'-s° 5'-0" s'-o" 2'-0" 3'-0" a'-o° s'-s° 7'-6° to top flange(tight to bottom permitted at beam. Treated 2x nails or 230 2'-G' 3'.0" 4'-0" 5'-6" 8'-6" ofjoist depth Nails shall be driven from - P 2'-0° 3'-s° 4'-s° 6'-6" T-6" flange with face mount hangers). led er a 2 "screws, De th Minimum Web Nailing Requirements 360 T-0" 4'-0" F-6" 6'-6" 9'-0" T-0" 4'-6" 5'-6" T-6" 8'-0" alternating sides.Clinch nails Clinch nails when possible. g o\5�5Q Y i TJh Joist Series P Number Nails 5so T-6" 5'.0" s'-0" T-6" 10'-0" 4'-0" 5-6" 6'-6" V-o" 9'-0" 110 1'-0" 1'-0" 1'-6" 2'-6" 4'-0" 4'-6" 9'-6" 1'-0" 1'-6" 2'-6" 4'-0" 7'-0" T 0" 9'6" when possible. •• See fastener a 1 ,�3\ �a a\ typ cal (in.) Stiffener Size Type 1Ya"TJ" Rim Board or 1/4" �� End Intermediate LLI II p table below. Maintain 1 ryQ 5 •• 5 210 1'-0" 1'.0" 2'-0" 3'-0" 4'-6" :-o" 9'-0" 1'-0" 2'-0" T-0" 4'-6" 8'-0" 8'-0" 10'_0" or 1/"TimberStrand LSL. 110 All /s x 2/c'"' r^ 2"distance(minimum)from 8d 11%" 230 1'-0" 2'-0" 2'-6" 3'-8" 5'-0" 5'-6" 10'-0" 1'-0" 2'-6" 3'-6" 5'-0" 8'-6" 9'-0" 10'-6" v, Top mount edge of ledger to fastener. 210 All %"x 2%s' 1 360 2'-0' 3'-0" 4'-0" R-6" T-0" T-6" 11'.0" 2'-0" 3'-6" 5'-0" T-0" 9'-6^ 9'-6^ 11 :.. hanger 230&360 7 5 „n, (0.113"x 2)z"} 9 i b Option#2: All /e'x 2/,s 3 3 560 1'-6" 3'-0" 4'-6" 5'-6" 8'-0" 8'-6" 12'-0" 3'-0" 4'-6" 6'-0" 8'-0" 10'x" 17'-0" 12.'-0" CD Fastener Allowable Load121(lbs/bolt) 2x_strapping installed at Y3 16d 110 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 2'-6" 4'-6" 8'-6" 1'-0" 1'-0" 1'-0" 2'-6" 6-0" 6'-0" 9'-0" 12'-0" W Face mount Backer block y2'Through bolt joist-span locations using two 560 All 2x4j2J 210 r-0" r-0" r-a' r-°° 2'-s" 3'-0" 5'$" 9'-6" r-0" r-0" 2'.0" T-6" 6'-0" T-0" 10'.0" 13'-0" - / Rim Board Material la bolt Through bolt (0.135"x 3Y2.") C G` both sides of web Y" g Y" g with Air Space 14" 230 1'-0" 1'-0" 1'-0" 2'-0" T-6" 4'-0" 6'-0" 10'-6" 1'-0" T-0" 2'-6" 4'-0" 6'-6" T-6" 11'-0" 13'-6" G hanger 2y"screws per joist,typical with single TJI'joist 1y"TJ"Rim Board(3, 480 695 18" 4 4 360 1'-0" 1'-0" 2'-0" 3'-6" 5'-6" 6'-0" 3'-6" 12'-6" 1'-0" 2'-0" 4'-0" 5'-6" 9'-0" 10'-0" 12'-0" 14'-D" 1 4'TimberStrand LSL 610 725 615(4) Option#3: 560D 20 2x4'2' 16d 5 5 560 1'-0" 1'-0" 1'-6" 3'-6" S-6" 6'-6" 9'-6" 13'-6" 1'-0" T-0" S-0" T-0" 10'-0" 11'-0" 13'-6" 15'-0" Web stiffeners required if sides of �: (3, 110 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" 8'-6" 1'-0" 1'-0" 1'-0" 1'-0" T-6" 4-6" 8'-6" 11'-6" 15'-0" a hanger do not laterally support at H2 With top mount hangers,backer block required only H3 1 Y2'TimberStrand LSL 675 725 Directly applied ceiling 22" (0.135"x 3Yz") 6 1124"(31 6 13 210 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3-6'• 6'-0" 10'_0" 1'-o" 1'-o" 1'-0" 1'-6" 4'-6" 5'-6" 10'-0" 12'_6" 16,_0" least%"of TJI"'joist top flange O for downward loads exceeding 250 lbs or for uplift (1)Corrosion-resistant fasteners required forwet-service applications. P61 When specified an the layout, One Of W 16" 230 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 2'-0" 4'-0" 6'-6" 11'-0" 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" 6'-0" 10'6" 13'-6" 16'-6" U„• W conditions.For nailing requirements see page 5,TJ- LA (2)Allowable load determined in accordance with ASTM D7672. 8 O (1)PS1 or PS2 sheathing,face grain vertical 3so r-o^ r-o" r-o° r-o° 3'-0° 4'-0° s'6" to-o° 13'-6" r-0" r-o" 2'-0" 4'-0° T s° a's° 13'-0° 1a'-s° n'-o^ 9001 Weyerhaeuser' O 3 1y"TJ"Rim Board is allowed with joist de the<_16"onl . the brac►ng options above is required 2 Construction rade or installation Guide for Floor and (4)Maximum airs ace. 1 P Y ( ) g eller � 560 r-o° r-o° r-o° r-o° z'-s" 3'-s^ 7'-0" 1r-o" 15'-0" r-o° r-o° 3'-s° 5'-6" 9'-0° 10'-0° ta'-s° 16'-0° 18'-o° Roof Framing, TJ-9001. O p 3 Web stiffeners are always required for 22"and 24"TJI'560D Joists a" 6' T' 8'• 10" 12" 14/" 163/4' 4" 6" T' 8" 10" 12" 14Y4" 16/" W BEAM DETAILS FASTENING of FLOOR PANELS 1S„ 360 1 r-0" 1'-s° T 6'-0" 9' 14'-6" r-a' 4'-0" 6'-6" 9'-0" 1a'-s" 1s'-s" 1s'-o° O Guidelines for Closest On-Center Spacing per Row FiLLER and BACKER BLOCK SIZES 560 1'-0" 1'-0" 1'-0" 2'-0" 6'-0" 10'-0" 15'-6" 1'4' 6'-0" 8'-6" O TJI"(1)(2) Rim Board 1a4.. TJI"Joists 110 210 230 or 360 360 560 560D 360 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 6'-0" 11'-0"EAEt'-p" t'6" 4'-0" T-0" 12'-6" 16'-6" " 20'6" .__I 1 " TimberStrand"LSL TimberStrand"LSL Microllam" Parallam" 20 560 1'-0" 1'-o" 1'-0" 1'-0" t'-6" 5'6° BEARING FOR DOOR BEAM TO BEAM BEARING AT Nail Size 110,210, 360 and 1/s"TJ Depth 9Y2"-11%" 14"-16" gy2--11%/ 14"-16" gyZ'_11r/•• 14"-16" 18"-20" 11%'• 14"-16" 18"-20" 22"-24" Rectangular holes based on measurement oflotigest side. LL W BEARING AT WALL OR WINDOW HEADER and 230 560 Rim Board 1y4' 1y2' or wider LVL PSL CONNECTION CONCRETE WALL Leave ya'of web minimum at to and bottom of hole.DO NOT cut Dist flanges. x 8d(0.113"x 2y2"),Sd(0.131"x 2y") 4" 3" 6" 4" 3" 3" 4" 4' Filler Block(1) 2x6+%" 2x8+%" 2x6+)z" 2x8+Y2" 2x12+y" Two Two Two Four%"x 15" . Tables are based on uniform load tables in current design literature.) _J V J 1Ya"TJ Rim Board or Strap per code if top plate 2x6 2x8 g ® 10d(0.148"x 3"),12d(0.148"x 3y4") 4"(3) 4•'(3) 6" 4" 3" 3" 5" 4" (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathing 1Y"Or 1 y"TimberStrand 15 not Continuous Over For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located Q LSL or blocking for lateral header 16d(0.162"x 3Y2') 6" 6" 16"(4) 6"fs) 61(5) 6"(6) 8"(41 2x6+%" 2x10+%" 2x6+y" 2x10+Y" at the center of the joists an provided that no other holes occur in the joist. r , 6" Cantilever Filler 2x6 2x10 Not 1 p p 1 support 3 (Detail E4) 4'-0"long 6'-0"long sheathing sheathing sheathing sheathing applicable Not applicable //�� ( C -1 pP (1)Stagger nails when using 4"on-center spacing and"maintain/ joist and panel edge distance.One row of fasteners is permitted(two at abutting 4'-0"long 6'-0"long 4'-0"long 6'-0"long /ALL O V/ABLE HOLES _ Headers and Beams L.L I- panel edges)for diaphragms.Fastener spacing for TJI joists in diaphragm applications cannot be less than shown in table.When fastener spacing for 1W Strap per Code if top blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI"joists. Backer Block() s , a •, a •• a w „ (Detail F1 /3 or/4 /4 or/s / or 1"Net 2x6 2x8 2x12 Two/a x 15" 1.55E TimberStrand® LSL Headers and Beams J >_ Q plate is not Continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at(east/: and staggered. over column (3)With 10d(0.148"x 1'/P)nails,spacing can be reduced to 3"on-center for light gauge steel straps. or H2) sheathing 2 x diameter of the ~ Top mount 4 Filler (0.131"x 3 z') I- ( )Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1y"(to minimize splitting). Nail Size (0.131"x 3") largest hole(minimum) hanger (5)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1y"(to minimize splitting). Backer (0.131"x 3") Protect untreated Y depth Column Face mount (6)Can be reduced to 3y"on-center if nail penetration into the narrow edge is no more than 1y;'(to minimize splitting). Filler 32 50 Allowed hole zone hanger wood from direct ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Nail 15 g contact with recommendations listed above. Quantity(2) " Backer 15 15 r - ----- -- -----concrete ■Maximum nail spacing for TJI joists is 18"on-center. p p L1 L2 L3 See current Weyerhaeuser L4 " (1)If necessary,increase filler and backer block height for fare mount hangers and maintain gap at top ofjoist;see detail W.Filler and backer block o L ------ -------- O ■14 ga.staples may be substituted for 8d(0.113"x 2Y')Wads if minimum penetration of 1"into the TJI joist or nm board is achieved. dimensions should accomodate required nailing without splitting 12"minimum for backer blocks and 24"minimum for filler blocks o 0 0 0 o 1.55 E TimberStrand®LSL literature for framing connectors ■To minimizes splitting,maintain edge distance and rows acro of 2 x nail diameter or%',whichever is greater. q 9 p g( ) P 9, g spacing /z 9 (2)Clinch nails when possible. Header or Beam Maximum Round ■Nailing rows must be offset at least y"and staggered. ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor Depth Hole size Multiple-Member Connections for Top-Loaded Beams and Roof Framing, TJ-9001. 8" 9y" �1 X 0 p Joists must be laterally supported at 6" 11y"-11�" 3 A" Fastener Installation Requirements cantilever and end bearings by blocking 14"-16" 4X" Piece #of Fastener TJI@ joist floor framing does El panels, hangers,or direct attachment to General Notes See Illustration for allowed hole zone O Width Plies Type() Min. Length #Rows O.C. Spacing Location When fasteners are required on both not require bridging or a rim board or rim joist. . Allowed hole zone suitable for headers and beams with sides, stagger fasteners on the second uniform and/or concentrated loads anywhere along the member. BEARING AT 10d nails 3" 3'z' gg mid-span blocking Round holes only �/ 12" side so they fall halfway between y 0J COLUMN 2 12 Screws nails 3 Y4" 2``' One side fasteners on the first side. • No holes in headers or beams in plank orientation. (-+••- Screws 3%"or 3Y" 2 24" LLI 10d nails 3" 3'2' Al H2 Other Trus Joist® Headers and Beams �_ ti • 12" Both sides Rim board joint �� 12d-16d nails 3 Y4' 2'2' DO NOT bevel cut joist Microllam LVL t9 3 E2 between joists DO NOT overhang seat Cuts 1.3E TimberStrand" and Parallam"PSL r 3 1 beyond inside face of wall. on beams beyond the inside LSI_hole zone hole zone 2 x diameter of the 1Y4" 3/$'or 3J" Both sides v::,depth Screws 2 24'• Load must be applied evenly across � � r 5" One side entire beam width.Otherwise, use face of support member. largest hole(minimum) Verify column capacity (" (2, connections for side-loaded beams. DO NOT cut,.notch or drill O �-- 10d nails 3" 3 One side and beam bearing12" -- L5 12d-16d nails(', 3Ya" 2a, (per ply) � --- ----I except as indicated in holes in headers or beams length.See current 4 d o L--- -J ° ° illustrations and tables. Weyerhaeuser literature. Screws 5"or 6" 2 24" Both sides Multiple pieces can be nailed or bolted together to CS ° ° 6/' One side form a header or beam of the required size,u to a TJI rim joist " Z Microllam LVL and Other Trus Joists Beams L6 q p L3 1k"TJO Rim Board Or Parallam"PSL Header or Beam Maximum Round I- z 5"or 6" Both sides maximum width of 7" � ••• � allowed hole zone 2 Screws 2 24" 1Y"or 1 Y"TimberStrand LSL. Depth Hole Size LU 3Y" 6 3/4° One side CA2) U Y"bolts 8" 2 24" - middley span 4%" 1" W � n/ d 1.3E TimberStrande LSL allowed hole zone d "- 1 0 O (1) 10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW, USP WS,or TrussLOK`�' 61 L1 7y"_20" 2" COLUMNDETAILS (2)An additional row of nails is required with depths of 14"or greater. H 1 See illustration for Allowed Hole Zone a (3)When connecting 4-ply members, nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes BEAM ON B2 • Allowed hole zone suitable for headers and beams with uniform loads only. • Round holes only COLUMN CAP NAILING AT BEARING (FLOOR) L5 TJI@ Joist to Bearing Plate Squash Blacks to TJI Joist B3 No holes in cantilevers. Revisions • No holes in headers or beams in lank orientation. No. Date Description l 1Ya"TJI'Rim Board or (Load bearing wall above) p 1Y4"or 1 y"TimberStrand LSL. Joist may be shifted up to 3"if Use B1 or B2 at i One 10d(0.128"x 3") � 1 08/29/22 FOR PERMIT floor panel edge is supported `.,� WARNINU' .` One 8d 0.113"x 2%") nail into each flange 64 Use bearings { and span rating is not exceeded. 2 --/--/-- ---- nail each side. Drive Do not cut joist flanges. With load bearing or Joists are unstable until braced laterally 4-4-- ____ nails at an angle at Plumbing Drop braced/shear Wall Bracing Includes: P1 least 1Y"from end. from above ---- O End of joists • Blocking • Sheathing • Strut Lines 4 + Hangers • Rim Board • Rim Joist 5 --/--/-- at centerline ---- 3�"minimum COLUMN BASE 13/"minimum end bearing g Also see detail B2 of support L2 -" intermediate bearin single-family applications 111111 5Ya"may be required for maximum H1 (`� Shear transfer:Connections equivalent capacity p U 9 Y NM l to floor panel nailing schedule � J� - _ Desi Wed B • rlr Drawn By : NM y=:..;:.:•, Rim to TJI��Joist o / DO NOT walk on joists DO NOT walk on joists DO NOT stack building >;; «:4;•''"'::�`<;�. 1Y8"TJI Rim Board, o / Checked By : AA �'°' •^' 1y'or 1 Y2"TimberStrande LSL. TJI- 560 rim joist:Toe Additional joist is required if o / until braced. that are lying flat. materials on unsheathed nail with l Od(0.128"x 3") O o INJURY MAY RESULT. joists. Stack on/ over or TJ{�110 rim'oist: floor panel edge is unsupported L4 - � � / ! Y �.� ':. •. �. nails,one each side of i \ ` P2 One 10d(0.131"x 3")nail into or if span rating is exceeded. •� WARNING NOTES: beams or walls. s' TJI"joistflan e TJI`c560 ' Exterior Deck each flange j g ':• LA DO NOT use sawn g floor joist ° Attachment Lack of proper bracing during construction can result in serious TJIe 210 230 and 360 rim joist: j • : lumber far rim accidents.Observe the following guidelines: Date : 08/29/2022 > Structural 9 g One 16d(0.135"x 3y2")nail into INSTALLATION TIPS O sheathing board or blocking, 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI"joists must be completely installed and properly nailed. ELEVATED o as it may shrink 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the ba This can also be Scale: AS NOTED each flange. •Subfloor adhesive will improve floor performance, but O y COLUMN BASE 1%"minimum bearing With depths> 16", use TJI®360 rim joist. may not be required. after installation. accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. Top View O Use only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each joist. Locate rim board joint between joists. Safety bracing(1x4 engineered lumber. Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a worker or •Squash blocks and blocking panels carry stacked Protect untreated wood O minimum)at 8'on-center(6' one layer of unnailed sheathing. BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2). Packing out the web from direct contact with See ALLOWABLE on-center for TJIO 110 joists)and 4.Sheathing must be completely attached to each TJI"joist before additional loads can be placed on the system. of a TJI joist(with web stiffeners)is not a substitute concrete 1Y"knockouts O H3 HOLES extended to a braced end wall. 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. 7 lye"TJ®Rim Board or for squash blocks or blocking panels. at approximately 6.The flanges must remain straight within 1/2"from true alignment. ,.;�.. ..,,.:.;,:•.• Pp Y Fasten at each joist with '1;s• :,;� 1Ya"or 1,Y2"TimberStrand LSL. 12"on-center two 8d(0.113"x 2y")nails minimum Warning: Drilling, sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this `' ; �"' •When joists are doubled at non-load bearing parallel product may(see WARNING). p y contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California S � 300 partitions, space joists apart the width of the wall for Bearinglate to be to cause cancer.For more information on Proposition 65,visit wy.com/inform. Optional plumbing or HVAC. P P3 non-shrink flush with inside face Drive nails at an See framing plan(if applicable)or SUSTAINABLE 9 One 10d(0.128"x 3")nail each Weyerhaeuser installation Guide for Floor •Additional joist at plumbing drop(see detail). of wall or beam rout FORESTRY angle to minimize yINITIATIVE Weyerhaeuser, Microllam, Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum Wey-ritenkrh-wuser Weyerhaeuser NR. © 2020 Weyerhaeuser NR Company. All rights reserved. minimum from end end and intermediate bearing lengths. �. Certified Sourcing Sheet# wwwsiipr 71 . SFl-WODB September 2020 Reorder TJ-4015 This sheet is intended as a supplement to the Weyerhaeuser installation Guide for Floor and Roof FraminTJ-9001 and the Dee Depth Trus Joist TJI Joist Installation Guide T3-9006 which should be referenced for additional information. Blocking not required between joists :; .z Blocking not required between joists Subfloor for detached one— and two—family It ` for detached one— and two—family dwellings, assigned to Seismic Design dwellings, assigned to Seismic Design , \� Category A, B or C or located where Category A, B or C or located where DiLandto Rim board g y `' `` ' � the d S 0 - \ Subfloor Foundation the mapped Ss < 0.4g ` .'`' ;;:; "F`` e p g �;; '.;., mapped s < 4Andrews bearingwall .............. . .. ��, �� \ or beam ;., v 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office. (631) 259-3959 „ I� �e .�J Typical \ TypicaI Info@DiLandroAndrews.com 1 1/2 min. BEARING C blocking =. �. REQUIRE a� ,•` g .:,, c blocking f f. ;�, Professional Seal Foundation, `, • Foundation, 24 max. .:a�''•�'�•� bearing wall " �'�` bearing wall I � , _ Foundation,------_.; _``'f 9 OF NEw _F or beam bearing wall or beam �� 10 Foundation, End to End Joist with or beam, NENR}- .per End to End Joist with o a JOIST ADJUSTMENT TOLERANCE BEARING WALL bearing wall End to End Joist Bearing Wall Above End to End Joist Bearing Wall Above r m or beam 1 Fp �9720� AR�FES S10NP� Blocking not required between joists * top mount or face mount hangers Knee wall bracing: min. 7/16" Plywood or for detached one— and two—family \ OSB excepted where indicated otherwise by Rim board `: dwellings, assigned to Seismic Design the project designer e Category A, B or C or located where 9 Y the mapped Ss < 0.4g °` qty Bearing wall r _ •:-''� or beam iv Typical blocking Knee wall Foundation, !� "'`' bearing wall ,.-- Hanger* r Joist blocking for lateral wall `'. : or beam - ` Foundation g ` r;. ,._ �, Foundation 2x6 flat ' _ ' bracing if required by local Rim board bearing wall Wood beam .,.. . Foundation, or bearing ,F building code OSB 1 1/8" (� or beam bearing wall wall or Beam End to End Joist with or beam MULTIPLE LEVEL Z_ Bearing Wall Above WOOD BEAM CONNECTIONS WITH HANGER KNEE WALL STARTED Rim Board and Blocking at Exterior Wall BRICK AT LOWER LEVEL :E W End to End Joist Q � � O LL min. 1/8" space min. 1/8" space- pace Joist with 2x3 chords Strongback 2 O Joist with 2x3 chords � 32 joint cover (same depth as O �— " ,:1 stron backs 1 and 2 centered `' min. 2 from end min. 2 from end 9 ) Nails 0.120" x 3" C Nails 0.120" x 3" C Option 2 on splice 1- m Clinch nails if necessary / ( > (Better)( ) �J I 9 1/2" and 11 7/8 ' � I Better - J Cl) 9 1 /2" and 1 1 7/8" Wood filler: Wood Filler: f _ 9 Q 2 x 1/2" wood 1 2" wood oasts 2 nails Wood Filler: ( Stron back 1 — joists — 3 nails / / 14" et 16" 1/2" wood Y 14" et 16" sheeting x 3 1/21; sheeting x 3 1 /2 joists — 3 nails sheeting x 3 1 2" joists — 4 nails Wood filler: 9 / r W Joist with 2x4 chords - ; °d Joist with 2x4 chords �._, 2 x 1/2" wood �.. i sheeting x 3 1/2 �— Q th Option 1 .; Wood Filler: `;ter`" P ` Wood Filler: 2x4 2 x 1 2" wood Wood Filler: 2x4 �� (Good) r� Y: sheeting x 3 1/2 f !F Wood wood Filler: ;I Use gun nails 0.122"x3.25" or 3 2 x /2 1 screws to secure strongback sheeting x 3 1/2" at mid span of joist **Use dry lumber for strongback** r LATERAL BRACING FOR A SINGLE JOIST WITH HANGER LATERAL BRACING FOR A DOUBLE JOIST WITH HANGER Q STRONGBACK (at mid span) STRONGBACK OVERLAP Only required if the hanger does not provide lateral support for the joist's top chord Only required if the hanger does not provide lateral support for the joist's top chord O Squash block :, Typical Typical Reinforcements need to be anal zed in p Filling 5 8 q . YP• Wood iece g Rim board YP Y 1 -2x6 '; OSB 1 1/8" blocking blocking a Analyzer software to have all material I on OSB panel r. 1/16" higher requirements (sizes, quantities, etc.) E' Typical than the joist Bearing wall f � ,.;:� O ° blocking Q or beam Solid lumber fixed Z F' Izi N., K Reinforcements ` U LO need Foundation, w need to be analyzed `} -� bearing wall O r Header in Analyzer software 11 . ., �- Q r. : ' to have all ateria or beam a e d req uirem ntsm(sizes, Woo piece 2x6 flat ' '' J\ quantities, etc.) 2� Rim board : .;,, —The joists must have the bottom OSB 1 1 /8" M' " / I flange retained by 1x3 SPF 3/Stud or Revisions ° MULTIPLE LEVEL Foundation, resilient channels at 16" c/c REINFORCEMENT FORA No. Date Description bearing wall1 08/29/22 FOR PERMIT BRICK AT LOWER LEVEL or beam CANTILEVERED JOIST CONCENTRATED SIDE LOAD REINFORCEMENT FOR A CONCENTRATED TOP LOAD CANTILEVERED BALCONY 2 3 --/--/-- ---- 4 --/--/-- ---- 5 --/--/-- ---- Use load distribution brackets (multi—joist Maximum permitted opening if there is Lit *Blocking not illustrated at bearing 1 /4" max. Wood filler Steel no concentrated to load g \ fixed to h beam connectors or the equivalent) having the P Designed By : NM r Solid lumber* beam capacity to transfer load as indicated in Subfloor Drawn B NM Analyzer's software report. y 1 1/2" thick top _ Floor joist Checked By : AA plate attached to the --,� C - beam (the plate 1/s must exceed % el •• n e a Ess side) Date c o th o' t de) 08/29/2022 Ste 0 1(:D1 beams0 Scale: AS NOTED Woad piece ..`'` a : Bottom plate 4 f..': Foundation fixed to Top mount Bearing for floor joists for levelling :��' = K ��''^r,. bearing wall beam hanger Point load Support fixed J",\ pP 1..=' to knee wall or beam on the side Typical blocking with some depth as TYPICAL OPEN WEB JOIST DETAILS zj �301 joists and connecting them where STEEL BEAM BOTTOM FLANGE BEARING STEEL BEAM CONNECTIONS required by the project designer. SOLID LUMBER SCALE: N.T.S. CANTILEVER PERPENDICULAR TO OPEN JOIST HANGER NOT REQUIRED WITH TOP PLATE AND HANGER DOU3LED JOIST LOAD TRANSFER TYPICAL BLOCKING DETAIL Sheet# STEEL COL., SEE PLAN CONNECT FLANGES TO PLATES W/(4)-3/4"0 \ - "x12"xBEAM GAUGE A325 SLIP CRITICAL BOLT NAILER TO BM. W/J"Q1 �- I (4)-3/4"0 F1554 GRADE 36 s FULL PEN b 1'-3' 1 BOLTS TYP. '- ANCHOR BOLTS W. 9" STEEL PLATE 0'-12" THRU-BOLTS AT 2 0"O.C. .. _ Andrews 0 Q 1/4 I I EMBEDMENT AND 3" HOOK STAGGERED ACROSS BM. WEB _ (2)-ROWS J"0 THRU BOLTS AT 16" CENTER M 4"THICK BASE PLATE ON O.C., STAGGERED AT 8"O.C. 2X NAILER(S) 158 County Rd. 39, Suite 10 tp LINE T"THICK LEVELING PLATE a O Southampton, N.Y.11968 ® TO MATCH BASE PLATE w = 5/16 P. DIMENSION ON o 1- O 0 IOnfo�@DiLand oA drrews.com 0-6 0' 1 4" NON SHRINK GROUT W W o m 0 FOOTING, SEE PLAN AND DETAILS FOR BEAM #OF 4"A325 S.C. MOMENT 0 CEN ER SIZE BOLTS T&B FLANGE CAPACITY(kip*ft) Professional Seal W8 4 16 PLAN ELEVATION W10 4 20 PLATE SINGLE I PLATE SINGLE or New 6 31 I CONNECTION W/2' I CONNECTION W/2' Qgyp TYPE 1 BASEPLATE 4 25 �� \AENRY THICK PLATE THICK PLATE W12 6 37 ( J"xFLANGE 0�� _ 53 * 8 50 WI DTHx6-' PLATE °3 m w TYPICAL STEEL BASE PLATE DETAILS 4 28 I I FULL PENSTEEL SIZE.SEE PLAN FOR PROVIDE LVL BLOCKING RIPPED TO F 01 W14 6 43 Op 720 FIT SNUG BETWEEN BEAM FLANGES 9F� 1 I S-400 SCALE: 3/4" = 1'-0" 8 57 SSI( 3 TYPICAL STEEL BEAM PAD OUT AND NAILER S-400 SCALE: 1-1/2"= V-0" BOLTED MOMENT CONNECTION WELDED MOMENT CONNECTION 2 TYPICAL BEAM TO COLUMN MOMENT CONNECTION S-400 SCALE: 1-1/2"= 1'-0" O STEEL BEAM STEEL COLUMN, SEE PLAN 81 O O—�I TYPICAL PROVIDE 1/2" SHIM WHEN BEARING, SHEAR OR PARTITION WALLS ARE BOLT LAYOUT DETAIL A-A LOCATED ABOVE BEAM 1/4 (2)-ROWS 1/2"0 COUNTER-BORED, A307 BOLTS, AT 16"O.C., STAGGERED AT 8"O.C. SUBFLOOR Q (2)-1/4"ANGLES I I Q (2)-R 9x3/8x0'-3", (1)-EA. SIDE, WITH (2)-HOLES FOR 8" (3)-3/4"0 A325 BOLTS O THRU-BOLTS T.O. JOIST (2)a"0 A 325 BOLTS AT W8'S I O o ` T.O. STEEL (3)-3/4"0 A325 BOLTS J SINGLE PLATE CONNECTION W/2' R 9x3/8xBEAM O Q THICK PLATE WIDTH +2" (2) BOLTS W/W8 W -- I--- J — M I LVL BEAM W 114 W W TJI/LVL FLOOR JOISTS I R 3x3/8xBEAM F— BOLTED DOUBLE ANGLE WIDTH +2" I— U) PSL OR ANTHONY POWER SIMPSON FACE MOUNTED HANGER CONNECTION AS PER AISC BEAM BLOCKING (IUT @ WOOD FLOOR FINISHES. M1U @ STONE/TILE FLOOR FINISHES) 4 TYPICAL STEEL BEAM CONNECTIONS TYPICAL WOOD BEAM FRAMING TO STEEL COLUMN S-400 TYPICAL LVL/TJI TO STEEL MEMBER S-400 SCALE: SCALE: 1-1/2" = 1'-0" 5 - 6 - 1 -0 0 O S-400 SCALE: 3/4" = V-0" ry W L0 O >' SIMPSON STRONG-TIE SIMPSON STRONG-TIE SIMPSON STRONG-TIE z HURRICANE STRAP HURRICANE STRAP RIDGE STRAP �-- MODEL#CS16 (TYP.) MODEL# H8 (TYP.) MODEL# LSTA30 (16"O.C. MAX SPACING) (16"O.C. MAX SPACING) U z W W8x35 COLUMN W8x35 COLUMN W8x35 COLUMN O W 'Cl- O ° ° C15x50 C15x50 C15x50 r ° Revisions 5116 TYP 7116 TYP 5/16 TYP No. Date Description ATTACH FLOOR TO FLOOR ATTACH EACH RAFTER TO PLATE ATTACH EACH RAFTER TO RIDGE W10, SEE PLAN 1/2"x9"x7" PLATE TOP FLANGE W10, SEE PLAN 1 08/29/22 FOR PERMIT (2) 112"STIFFENER PLATES 2 1 W10, SEE PLAN 3 (3)-3/4"0 SINGLE PLATE 4 CONNECTION W/8"THICK PLATE 1/2"STIFFENER PLATE 0 5 _-/-_/__ ---- SIMPSON STRONG-TIE SIMPSON STRONG-TIE (2) 1/2"x9"x7" PLATE TOP AND BOTTOM FLANGE O- "0 SINGLE PLATE (3)-3/4"0 SINGLE PLATE s, HURRICANE STRAP HURRICANE STRAP ®._ 12 °' MODEL#SSP(TYP.) MODEL# HETA40(TYP.) a CONNECTION W/a"THICK PLATE CONNECTION W/$"THICK PLATE a MODEL#DSP FOR DOUBLE STUD (16"O.C. MAX SPACING) Designed By : NM (16"O.C. MAX SPACING) 7116 —{TYP 1/2"x9"x7" PLATE BOTTOM FLANGE Drawn By : NM 5116 TYP Checked By . A , . ya 4pf. . .,....t• . :;• ••. . S-400 318 TY 318 TY Date : 08/29/2022 • r Scale: AS NOTED s • ATTACH FLOOR TO FOUNDATION 8 MOMENT CONNECTION AT COLUMN 9 MOMENT CONNECTION AT COLUMN 10 SHEAR CONNECTION AT COLUMN 7 TYPICAL EXTERIOR WALL STRAPPING DETAILS S-400 SCALE: 3/4"= 1'-0' S-400 SCALE: 3/4"= 1'-0" S-400 SCALE: 3/4"= 1'-06 �4 0" S-400 SCALE: 3/4"= V-0" Sheet# FULL HT STIFF OR MILL BOTTOM OF COLUMN AS NOTED ON PLAN SHEAR PL , WELDS AND FASTENERS PER "TYPICAL COLUMN, SEE THUS NON-FRAME BEAM CONN SCHEDULE AND DETAILS" gS PLANS FOR SIZE EXCEPT PL THICKNESS = THICKNESS PER SCHED CJP TYP BEARING PLATE W/3/4"fd SUPPORTING GIRDER 1/2" + 1/8" (MIN 5/8") T&B FLANGE A325 BOLTS (2 EACH SIDE). LENGTH &WIDTH AS REQ'D MINIMUM PLATE THICKNESS _ z TO MATCH FLANGE THICKNESS `o BELOW 5/16 I I SUPPORTED BEAM I PL 5/8x4"WIDE 2„ I ! SHEAR PL, WELDS, AND FASTENERS PER "TYPICAL NON-FRAME BEAM STIFFENER PLATE EACHF CONN SCHEDULE AND DETAILS", SIDE MATCH FLANGE COLUMN THICKNESS OF COLUMN PL THICKNESS=THICKNESS I I HSS CJP PER SCHED + 1/8" I I TYP ABOVE. WELDS TO BEAM il EB SHALL HAVE CAPACITY 5/16 TYP TO CARRY ENTIRE COLUMN SUPPORTING GIRDER I I W BEAM TO MATCH LOAD. I I OPPOSITE W BEAM A A UNO FOR CONDITION WITH OFFSET>6", EXTEND SHESEE WHEN TOP OF BEAM I SUPPORTED AR PL FOR 5/16 1 COLUMN SUPPORTED BEAM _ BEAM INTERSECTING BEAM TO TOP FLANGE EA SIDE, 5/16 S-401 SCALE: 3/4"=1'-0" WHERE NO INTERSECTING BEAM OCCURS, PROVIDE ISTIFF PL 1/4 x(d-2) MIN 1/4 AT STIFF IS OFFSET RELATIVE TO TOP OF (TOTAL NUMBER OF FASTENERS 1/4 PL 1/4, TYP GIRDER AND SEE DETAIL 3" 3" IN 2 ROWS SHALL BE 1 MORE EA SIDE WHEN IT IS FLUSHED THAN THAT REQUIRED FOR ONE ROW. 2 MIN IN 2ND ROW) AT W BEAM DEEPER TYPICAL OFFSET BEAM CONNECTION BASE BEARING PLATE ON STEEL BEAM 2 S-4101 CJP TYP S-401 SCALE: 3/4"= 1'-0" T&B FLANGE SCALE: 3/4"= 1'-0" Wx BEAM TO MATCH OPPOSITE Wx BEAM UNO END OF BEAM WHERE BEAM TERMINATES OVER COLUMN II ! I { 1/4 I EXTEND SHEAR PL FOR (1 AT STIFF C15x50 INTERSECTING BEAM TO I 1/4 PL 1/4, TYP TOP FLANGE EA SIDE, L5x5x3/4 CORNER POST WHERE NO INTERSECTING (PLATE OCCURS AT TOP AND BEAM OCCURS, PROVIDE BOTTOM OF POST) Wx GIRDER PER PLAN STIFF PL 1/4 x(d-2) MIN -_ EA SIDE A ! I �A I I ) �5/16TYP 5/16 TYP 5x5x1/2"STEEL PLATE HSS COLUMN W GIRDER AND W BEAM V I I 4 TOP BEARING PLATE CONNECTIONSTEEL ANGLE CONNECTION CJP S-401 5 TYP SCALE: 3/4"= 1'-0" S-401 W BEAM TO MATCH OPPOSITE W BEAM LINO II II II � CJP TYP W GIRDER AND W BEAM WITH DI NOTES: 1. BEAM TO BEAM MOMENT CONNECTION, INDICATED 2. FOR CONNECTION WHERE FLANGE THICKNESS OF FLANGE THICKNESS OF BEAM, SEE DETAIL TYPICAL BEAM TO BEAM MOS S-401 SCALE: 3/4"= 1'-0' 41/2" / \` a FACE OF BEAM CONNECTION SCHEDULE " TYP a 2.. 2., WEB \ \ Andrews �et�in€�rirsc� IN SHEAR PLATE (A36) SIZE THICKNESS WELD FASTENER DISTANCE 158 County Rd. 39, Suite 10 I ISouthampton, N.Y.11968 M - a (IN) "a" (A325-N HSB, UNO) "d" Office: (631) 259-3959 14—I Info@DiLandroAndrews.com Cl) W6x, C6x 318 1/4 2-3/4"0 I i — I i T I I W8x, C8x 3/8 1/4 2-3/4"0 2 1/2" I a Professional Seal SHEAR PL PER FASTENER PER a W10x, C10x 3/8 1/4 2-3/4"0 3 1/2" SCHEDULE SCHEDULE OF NCiv y FASTENER PER W12x, C12x O NOTE: THIS CONNECTION IS ACCEPTABLE SHEAR PL PER SCHEDULE MC12x 3/8 5/16 3-7/8"0 3" �Q' NENRY WHERE BEAMS OF SAME DEPTH AND SPAN SCHEDULE Off. O (t5%) INTERSECT GIRDER AT THE SAME POINT W14x 3/8 5/16 3-7/8"0 4" M cc W16x 3/8 5/16 4-7/8"0 31/2" TYPICAL SYMMETRIC BEAM TYPICAL BEAM CONNECTION F�pROF 72 S SloWl "�� E W18x 3/8 5/16 4-7/8"0 41/2" W21 x 3/8 5/16 5-7/8"0 4 1/2" STIFFENER PL W24x 3/8 5/16 6-7/8"0 41/2" TO MATCH 1/2 OTHER SIDE W27x 1/2 5/16 7-7/8"0 4 1/2" 4" 3" FASTENER PER SHEAR PL PER _ W30x 1/2 5/16 8-7/8"0 4 1/2" SCHEDULE 2"2" SCHEDULE I I W33x 1/2 5/16 9-1110 4 1/2" - i W36x 1/2 5/16 10-1110 4 1/2" I I F- �i NOTE: PROVIDE ONE SIZE LARGER DIAMETER PRETENSIONED"SC" SLIP CRITICAL J II TYPE BOLTS AT"SLRS" BEAM CONNECTIONS OR WHERE INDICATED THUS II a SC"ON PLAN. THE CONNECTION SURFACE SHALL BE CLASS"A" FAYING SURFACE TYP .w a W FULL HEIGHT STIFFENER Q 1/4 \_ 3 ( EDGES BOTH SIDES WHERE NOTED V 5/16 ON PLAN THUS 0 BS c— G TYPICAL BEAM TO BEAM END CONNECTION TYPICAL BEAM STIFFENER SHEAR PLATE DETAILS Q NOTES: _i 1. MINIMUM WIDTH OF STIFFENER SHALL EXTEND TO THE EDGE OF BEAM FLANGE rQ 2. FOR REMAINDER OF INFORMATION, SEE TYPICAL BEAM CONNECTION DETAIL A U W �- J H 1 TYPICAL NON-FRAME BEAM CONNECTION SCHEDULE AND DETAILS S-402 SCALE:3/4"= 1'-0" Q O W GRID LINE A D F G I K r FLOOR 27 4 6 2 4 6 2 6 2 4 6 2 4 6 2 4 6 O >– Z Z ROOFU z �W/ 25'-0" Ln Ln Lnco `MO L.L X X Cl) Cl) O 't O � 00 � � SECOND FLOOR 0- FIRST FLOOR 12'-6" _ Revisions to LID U) No. Date Description Cl) M co M M M M M M M M M rLO LO LO "'i 1 08/29/22 FOR PERMIT X X X X X X X X X X X X X U7 04 00 W 00 00 00 00 C'4 00 M Op OJ TOP OF PILE 2 --/--/-- ---- 4'-0" 3 --/--/-- ---- 4 --/--/-- ---- 5 --/--/-- ---- COLUMN SCHEDULED esigned By : NM S-402 SCALE: N.T.S. Drawn By : NM Checked By : AA Date : 08/29/2022 Scale: AS NOTED Sheet# FULL HT STIFF OR MILL BOTTOM OF COLUMN AS NOTED ON PLAN SHEAR PL , WELDS AND FASTENERS PER TYPICAL D L ridr:, i THUS NON-FRAME BEAM CONN SCHEDULE AND DETAILS" CJP TYP \\\�� BS COLUMN, SEE EXCEPT PL THICKNESS = THICKNESS PER SCHED T&B FLANGE f Andrews PLANS FOR SIZE + 1/8" (MIN 5/8") BEARING PLATE W/3/4"0SUPPORTING GIRDER 1/2" 158 County Rd. 39, Suite 10 A325 BOLTS (2 EACH SIDE). Southampton, N.Y.11968 LENGTH &WIDTH AS REQ'D Z Info@DiLandroAndrews.com Office: (631) 259-3959 MINIMUM PLATE THICKNESS Z L TO MATCH FLANGE THICKNESS M BELOW I I 11 # FOR SHEAR PL, WELDS, 1 I I AND FASTENERS, SEE Professional Seal "TYPICAL NON-FRAME 5/16 SUPPORTED BEAM I I BEAM CONNECTION PL 5!8x4"WIDE 12" „ SCHED AND DETAILS" OF New NENRY O�� SHEAR PL, WELDS, AND FASTENERS f PER"TYPICAL NON-FRAME BEAM 1 I /2"MAX �� CONN SCHEDULE AND DETAILS", HSS COLUMN CJP W GIRDER PER PLAN ~ ( ' M w STIFFENER PLATE EACH PL THICKNESS=THICKNESS I I TYP THICKNESS OF COLUMN PER SCHED+ 1/8" W BEAM PER PLAN Fp X9720'( SIDE TO MATCH FLANGE I I G' ABOVE. WELDS TO BEAM 1/2" I I 5/16 TYP ARaFESS14NP�� WEB SHALL HAVE CAPACITY W BEAM TO MATCH TO CARRY ENTIRE COLUMN SUPPORTING GIRDER r 1 1 OPPOSITE W BEAM PL MATCHING BM WEB THK LOAD. ) 4- A A UNO (3/8 MIN) &GRADE FOR CONDITION WITH OFFSET>6 , I I EXTEND SHEAR PL THICKNESS +1d4, FOR 5/16 PL MATCHING (FLANGE , SUPPORTED SEE WHEN TOP OF BEAMI L BEAM INTERSECTING BEAM TO +"�� 5/16 WIDTH AND GRADE 1 COLUMN SUPPORTED BEAM _ � WHERE NO INTERSECTING � S-401 SCALE: 3/4"= T-0" BEAM OCCURS, PROVIDE 1/4 AT STIFF (TOTAL NUMBER OF FASTENERS STIFF PL 1/4 x(d-2) MIN 1/4 PL 1/4, TYP IS OFFSET RELATIVE TO TOP OF 3„ 3„ ' „ IN 2 ROWS SHALL BE 1 MORE EA SIDE GIRDER AND SEE DETAIL THAN THAT REQUIRED FOR AT W BEAM DEEPER THAN W GIRDER WHEN IT IS FLUSHED ONE ROW. 2 MIN IN 2ND ROW) TYPICAL OFFSET BEAM CONNECTION BASE BEARING PLATE ON STEEL BEAM CJPTYP �L 2 S-401 T&B FLANGE// FOR SHEAR PL, WELDS, AND FASTENERS,SEE J S-401 SCALE: 3/4"= T-0" Wx BEAM TO MATCH SCHEDULIE AND ETAILS"CAL NON-FRAME BEAM CONN OPPOSITE Wx BEAM UNO W 0 END OF BEAM WHERE BEAM II TERMINATES OVER COLUMN Z II � 1/4 AT STIFF C15x50 r/ EXTEND SHEAR PL FOR INTERSECTING BEAM TO I 1/4 PL 1/4, TYP L5x5x3/4 CORNER POST U_ TOP FLANGE EA SIDE, URS AT TOP AND Wx GIRDER PER PLAN Wx BEAM PER PLAN _I WHERE NO INTERSECTING BOTTOM OF POST) BEAM OCCURS, PROVIDE _ Q STIFF PL 1/4 x(d-2) MIN EA SIDE o 0' -1" A � I ( �A w n- 5/16 TYP 5/16 TYP 5x5x1l2"STEEL PLATE W GIRDER AND W BEAM WITH EQUAL DEPTH I ® HSS COLUMN I CJP Q 4 TOP BEARING PLATE CONNECTION 5 STEEL ANGLE CONNECTION TMP FOR SHEAR PL, WELDS, AND FASTENERS Q W BEAM TO MATCH SEE "TYPICAL NON-FRAME. BEAM CONN O S-401 SCALE: 3/4"= 1'-0" S-401 SCALE: 3/4"= 1'-0" OPPOSITE W BEAM UNO SCHEDULE AND DETAILS" > Lo II O � [)�ez CJP of TYPW BEAM PER PLAN Q v z W W L W GIRDER PER PLAN a ct- O W GIRDER AND W BEAM WITH DIFFERENT DEPTHS Revisions No. Date Description 1 08/29/22 FOR PERMIT NOTES: 2 --/--/-- ---- 1. BEAM TO BEAM MOMENT CONNECTION, INDICATED THUS ON PLAN --�I�►— 4 2. FOR CONNECTION WHERE FLANGE THICKNESS OF GIRDER IS LESS THAN FLANGE THICKNESS OF BEAM, SEE DETAIL Designed By : NM Drawn By : NM Checked By : AA 6 TYPICAL BEAM TO BEAM MOMENT CONNECTIONS S-401 SCALE: 3/4" = 1'-0" Date : 08/29/2022 Scale: AS NOTED 6 �14U1 Sheet#