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HomeMy WebLinkAbout50557-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE au° 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 #: 50557 Date: 4/16/2024 Permission is hereby granted to: Masterson, Scott 375 Parsons Blvd East Marion, NY 11939 To: construct additions and alterations and to legalize as-built bathroom reconfigurations to existing single-family dwelling as applied for. Additional certification may be required. At premises located at: 375 Parsons Blvd, East Marion SCTM # 473889 Sec/Block/Lot# 37.-2-2 Pursuant to application dated 3/6/2024 and approved by the Building Inspector. To expire on 10/16/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $805.50 AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $96.00 CO-ADDITION TO DWELLING $100.00 Total: _ $1,001.50 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Sox 1179 Southold,NY 11971-0959 Telephone(631}765-1802 Fax(631)765-9502 1i 1� �A v sou tho dt u�� �L Date Received APPLICATION FOR BUILDING PERMIT E EQW E r Office Use Only PERMIT NO, Building Inspector a MAR w. 6 2024 J lot Applications and forms must be filled out in their entirety.Incomplete A applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 21 shall be completed. " Date:0310112024 OWNER(S)OF PROPERTY: Name:Scott Masterson SCTM#1000-037.00-02.00-002.000 Project Address:375 Parsons Blvd, East Marion, NY 11939 Phone#:(917) 859-8774 Email:semasterson38 @gmail.com Mailing Address:375 Parsons Blvd, East Marion, NY 11939 CONTACT PERSON: Name:Sean Madigan, AIA '' Mailing Address:42 School Street, Hampton Bays, NY 11,946 Phone#.(631) 258-4749 Email: @ madiganarchitects.eom DESIGN PROFESSIONAL INFORMATION: I Name:Sean Madigan, AIA 1 Mailing Address:42 School Street, Hampton Bays, NY 11946 Phone#:(631) 258-4749 Emaii:s.ean@madiganarchitects.com CONTRACTOR INFORMATION: Name:Joel Daly Mailing Address:205 $oi.sseau Ave, Southold, NY 11971 Phone#:(631) 765-1223 Email:Joel@joeldalybuilders.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure RAddition RAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $125000.00 Will the lot be re-graded? ❑Yes®No Will excess fill be removed from premises? RYes ❑No 1 PROPERTY INFORMATION Existing use of property: Residence Intended use of property:Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 this property? ❑Yes SRNo IF YES, PROVIDE A COPY. 9 Check Box After Rr;adhlg�' The awrierr/contractor/design professional Is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code.APPLICATION IS HERESY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or damolitian as heroin described.The applicant agrees to comply with all applicable laws,ordinances,bullding code, housing code and regulations and to admit authorized Inspectors an premises and in building(s)for necessary Inspections.false statements made herein are s b a i pum ha le as Class A misdemeanor pursuantta Bastion 210.45 of the New York State Penal law. Application Submitted By(print name):Se n Madigan, A A @Authorized Agent ❑Owner Signature of Applicant: Date; 4 3/01l 0 4 CONNIE ID,BUNCH Notary Public,State of New York STATE OF NEW YORK) No.01'8l.161o5 SS: Qualified In Suffolk County COUNTY OF Suffolk ) Commission ExPlrosApril 14, -�C Sean Madigan being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent,Corporate officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 2041 &4A=3L Notary Public PROPERTY,OWNER AUTFIORIZATION (Where the applicant is not the owner) Scott Masterson residing at 375 Parsons Blvd, last Marion, NY 11939 do hereby authorize Sean Madigan to apply on my behalf to the Town of Southold Building Department for approval as described herein. 03/01 /2024 Owner's Signature Date Scott Masterson Print Owner's Name 2 Generated by REScheck-Web Software Compliance Certificate Project 375 Parsons Blvd Energy Code: 2020 NYStretch - 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 375 Parsons Blvd Scott Masterson Sean Madigan East Marion, NY 11939 375 Parsons Blvd Madigan Architects East Marion, NY 11939 42 School Street Hampton Bays,NY 11946 Compliance: 0.0%Better Than Code Maximum UA: 93 Your UA: 93 Maximum SHGC: 0.40 Your SHGC: 0.19 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. Envelope mblie - Ceiling:Cathedral Ceiling 510 0.0 38.0 0.025 0.026 13 13 Wall-West:Wood Frame,16"D.C. 220 15.0 14.0 0.035 0.045 5 7 Double Window:Vinyl Frame 27 0.300 0.270 8 7 SHGC:0.19 Triple Window:Vinyl Frame 42 0.300 0.270 13 11 SHGC:0.19 Wall-South:Wood Frame,16"o.c. 230 15.0 14.0 0.035 0.045 7 9 Trapazoidal Window:Vinyl Frame 16 0.300 0.270 5 4 SHGC:0.19 Trapazoidal Window:Vinyl Frame 16 0.300 0.270 5 4 SHGC:0.19 Wall-East:Wood Frame, 16"o.c. 220 15.0 14.0 0.035 0.045 6 8 Sliding Door:Glass Door(over 50%glazing) 41 0.300 0.270 12 11 SHGC:0.19 Wall-North:Wood Frame, 16"o.c„ 55 15.0 14.0 0.035 0,045 2 2 Floor:All-Wood joist/Truss 510 30.0 0.0 0.033 0.033 17 17 Project Title: 375 Parsons Blvd Report date: 03/05/24 Data filename: Page 1 of10 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 2020 NYStretch-2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date E D +r, f{ o„ Project Title: 375 Parsons Blvd Report date: 03/05/24 Data filename: Page 2 of10 y, Suffolk County Dept of F U Labor Liicens rig&CerrsurnerAffairs F r� HOME IMPROVEMENT ENT U NSE Name t' JOEL KA DALY Business Name mlacerufles Mai the 3eareris a q iuoaa�s jOEL DALY GENERAL CONTRACTING INC 3y'the County of sukfalk License Number:1,4-13068 Rosalie€]rago Issued:' 11/01/1986 !,. Commissioners Expires: ,117€11I2024 i t �P fly f g V1fi i �i 9+ i Ili {%3 r� I%„ NYSIF New York State Insyrance Fund PO Box 66699,Albany,NY 12206 nysif.com CERTIFICATE OF WORKERS'COMPENSATION INSURANCE A n All A A 452089839 JOEL DALY GENERAL CONTRACTING INC PO BOX 343 [I SOUTHOLD NY 11971 SCAN 7O VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER JOEL DALY GENERAL CONTRACTING INC SCOTT MASTERSON PO BOX 343 375 PARSONS BLVD SOUTHOLD NY 11971 EAST MARION NY 11939 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 11374 005-5 1 42W82 12109/2023 TO 12/09121 3/4/2024 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1374 005-5, 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 POLICYHOLDER'S 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:lIWWW.NYSIF.COMICERT/CERTVAL.ASP.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. JOEL DALY,PRES OF JOEL DALY CONTRACTING INC (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. NEW YORK TAT SU NCE FUND 4 �V DIRECTOR.INSURANCE FUND UNDERWRITING VALIDATION NUMBER:905209756 U-26.3 JOELDAL-01 QV IN CERTIFICATE OF LIABILITY INSURANCE THIS C�'i"�I '1CFDMAIE(MMI31412024 ATE 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 MUINta INS-URER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. .___--------------- _......._. � ..�...� IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ilss)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WANED, subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer ri hts to the certificate holder In lieu of such endorsement s. PRODUCER Neefus S ppe Agency PH ( 722 3500 c as (II 1 722-3591 711 Union Ave.g y AIC No inf ) 0 4......� .. _.... Aquebogue,NY 11931 nsainsure corn . ... .... INSUREKS)AFFOR0g!q.COVERAGE .,_,.... NAK1t INSURERA Mesa„ cialty Underwriters insurance Co INSURED ....m,...__.. INSURERS Merchants Preferred Ins Co _ ,12901 Joel Daly General Contracting&Inc. ._— PO Box 343 MSURERD _ Southold,NY 11971 _ 1NSl1RERE ..,�.�. .�,a..._._......� ...m n�...._�..._. ..�,,._,e. INSURER F REVISION CI II GTO CERTIFY THAT TIME POLICIES OF INSURANCEBE STED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE SE FOR THE POLICY PERIOD INDICATEDr NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT'WITH RESPECT TO WHICH THIS —. . ..... air rERsa CERTIFICATE MAY BE ISSUED OR MAY PERT ICIES DESCRIBED HEREINSUBJECT N, THE I �..._..�.m.,,_��_... Y PAID ChAIh�S CONDITIONS OF dJC"I.9 ADDLC POLICIES. LIMITS SHE INSURANCE AFFORDED HAL° DI�.I=E'NI REDUCEDPOLIC 13„ XLlsCone ERCIAt INS F POLYCYEXP TYPE OF INSURANCE � hO1.IC1f NUMBER �Ik9'I7d9D17rYYYYY �„ LIMITS '.... GENERAL pil aAoip 1000,000 �ERC..ALGENE � F6NAGr TdsR D k 1fWd1,0dgD p CLAIMSAIADE occuR NiIP01310D390D06600 fi1912D23 619*024 F dC I S IER.ti�rNa rat. _ ,..._ _ 0000, F Arc arr+z r �+ 10,000 1,000,000, J1 000,000.. GEKLAGGREGATE,LIMIT APPLES PER:. GSNg?AL AGGREC;'d4TE S��.,,,,.. 2 DO,0 0't X 9.ICY IPERCO- LOC C�'fC5E,74.1G9 _4.,1"ANuCPXC9A'��liz'fi N�_,w,r w " COUBWAED S AUTOMOBILE LIABILITYIL.YNY�LL N N7 tNT __t—._. 1,CIdIi0,000 ANY AUTO CAP1050201 12/17/2023 11/2312024 a t ny PS I S �DII.Y tNl!a,N _ ISND X" SCHEDULED A{U� pS NLY AUTOS I. AUTOS ONLY X, A 1" NIF AMR ,. f .m. E UMBRELLA LIAB „OCCUR EXCESS LIAB AG„C't6';"ATE' _' ........ ...., ➢ED..��..— R8TFIJT€DN CLAIMS-MADE. OTH- YIN S S MHORRSCt4kdPTICYN PER 9 �AXdYPROPRETO u"P TNEWEXECUTI'YE+ � E._.;,L I�A�CHA6CCtDE157T m 'S m . FNCEF"kd"INFI9'.�1�t tICL DED? 1 NIA yy�arueLnkary'n } das I E.4 DkSE.hSE...EAF..MNF6,0Y'IrE S cmltra under 43PERATIb�+IDS b err E'..9..dCka �'E_Ppt.gCY I.NY«4!"r S pd ea DESCRIPTION OF OPERATIONS LOCATIONS I VEHICLES ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) CERTIFICATE HOLDER _ CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Scott Masterson ACCORDANCE WITH THE POLICY PROVISIONS. 375 Parsons Blvd. East Marion,NY 11939 "m AUTHORED RF9RFSFJJTATME ACORD 25(2016103) Q 1988 2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD yoc 1RfvrkersTr Compensation CERTIFICATEFI'CATE OF IWS[l NCE COVERAGE r Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW FART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrier 1 a.Legal Name&Address:of Insured(use street address only) 1 b.Business Telephone Number of Insured JOEL DALY GENERAL CONTRACTING INC. 631-765-1223 PO BOX 343 SOUTHOLD,NY 11971 1c.Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured(Onlyrequired if coverage is specifically limited to certain locations�u New York State,i.e.,Wrap-Up Policy) 452089839 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShekerPoint Life Insurance Company Scott Masterson 3b.Policy Number of Entity Listed in Box"1a' 375 Parsons Blvd DBL163715 East Marion, NY 11939 3c.Policy effective period 04/02/2023 to 04/01/2;025 4. Policy provides the following benefits: © A.Both disability and paid family leave benefits. B.Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: © A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. © B.Only the following class or classes of employees employees: Linder}penalty of perjury„I certify that I am an authorized representative or licensed agent of the insurance currier refbmnced above and that the named Insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. (w,y Date Signed 3/4=24 By ^ (signawre of insuran"carder's authorized representative or NYS UtereW Insurance Agent of chat Irusurance carder) .Telephone Number 1 82M100 Name and Title RIChard 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. ff Box 4B,4C or 5B 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 sox 4s,4C or 5B 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 ofAuthodzed NYS Workers'Compensation Board Employee) Telephone Number Name and Titie 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. OB-120.1(12 21) IIII � 0ww 1i� (a SURVEY OF PROPERTY PROPERTY LOCATED AT EAST MARION LOTS 71 & 72 MAP OF SECTION TWO. GARDINER'S BAY ESTATES LOT 62 FILED: SEPTEMBER 23. 1927: FILE No. 725 TOWN OF SOUTHOLD ,.� SUFFOLK COUNTY. NEW YORK POPE S.C.T.M. # 1000-037-02-02 LOT 61 AREA = 16.500 SF. ± SCALE: 1"=30' LOT 73 M P� cay S 31001'30"E 50.00 NOTE: THE EXISTENCE OF RIGHT OF WAYS. b'o ' a WETLANDS AND/OR EASEMENTS OF RECORD IF ANY. NOT SHOWN ARE NOT GUARANTEED. , "" ,� PIPE Ta is, " S 58058'30"W 0 0.10 ' LOT 60 MON # ti� o q o lz UNIT ° IN S 31001'30"E M4Cw '�� I STORY , ." ." 5 O.O O' FRAME RES. "��. R P POOL CONC. M T/1 MON, N LOT 59 QY I Z m O' O T o O � 90 ° `" Q) LOT 39 W = FLAG M4s. O POLE ..V O 9°0 O �acI �� 2 � W GRAVEL L r 01 DRIVEWAY ° C. LOT 70 PIPE UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A VIOLATION OF SECTION 7209 RAD = 25.00' SUB DIVISION 2 OF THE N.Y.STATE EDUCATION LAW. LEN = 38.62' lw ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL ,. OF THE LAND SURVEYOR'S EMBOSSED SEAL OR INKED SEAL SHALL BE CONSIDERED TO BE VALID COPIES POLE CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED SURVEYED B Y: IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE N.Y.STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. BA Y V I E W DRIVE T E V E N B A R Y L S K I SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY V AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING .Y.S. L i c. N o. 050453 INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS 6-^ Id �/ OR SUBSEQUENT OWNERS. �' '� p P.O. BOX 6005 UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS,IF ANY.ARE NOT SHOWN HEREON. �d� S O U T I I pA M P T O N. N.Y. 11969 ALL NATURAL FEATURES SHOWN ON SURVEY.INCLUDING BUT NOT LIMITED TO N 0 V E M B E R 2 7. 2 0 2 3 BLUFF CREST.CLEARING.AND WETLANDS SHOULD BE VERIFIED WITH THE � APPROPRIATE REGULATORY AGENCY. 4472 PHONE: 631-283-4525 - STEVEN@SBLSPC,CO", �s ZONING INFORMATION APPLICABLE BUILDING CODES SITE PLAN NOTES SCOTT .MASTERSON ADDRESS: 375 PARSONS BLVD PRIVATE ALL MATERIALS,ASSEMBLIES, FORMS & METHODS OF CONSTRUCTION AND SERVICE EAST MARION, NY 11939 EQUIPMENT SHALL COMPLY WITH THE APPLICABLE CODES LISTED BELOW: ALL LOCATIONS OF EXISTING STRUCTURES, ROADS, THE EXISTING HOUSE IS SITUATED ON THE SITE SUCH THAT IT IS EXISTING NON-CONFORMING TO THE NORTHERN SIDE YARD PRINCIPAL DRIVEWAYS, SITE FEATURES, ADJACENT LOTS, METES AND SETBACK AND TO THE SKY PLANE ON THIS FACADE. THE SCOPE OF WORK DOES NOT INCLUDE ANY WORK ON THE PORTION OF THE HOME RESIDENCE TAX MAP ID: 1000-037.00-02.00-002.000 ZONING ORDINANCE: BOUNDS ARE ALL BEING REFERENCED FROM A SURVEY THAT IS IN NON-COMPLIANCE, AND THE PROPOSED ADDITION TO THE HOUSE IS IN A LOCATION THAT DOES NOT CREATE ANY FURTHER NON- TOWN OF SOUTHOLD-GENERAL LEGISLATION CONDUCTED BY STEVEN BARYLSKI LAND SURVEYORS ON COMPLIANCE THAN ALREADY EXISTS. WE HAVE CHOSEN TO LOCATE THE ADDITION ON THE SOUTHERN SIDE OF THE HOUSE FOR THIS TOWNSHIP: SOUTHOLD TOWN CHAPTER 280-ZONING 11/27/2023. HOWEVER, ALL TOPDGRAPHICAL INFORMATION REASON, SO AS NOT TO INCREASE THE NON-COMPLIANCE OF THE EXISTING HOUSE. THE PROPOSED OVERALL WIDTH OF THE HOUSE IS 375 PARSONS BLVD HAS BEEN INTERPOLATED FROM THE SUFFOLK GIS WEBSITE. STILL LESS THAN THE WIDTH OF THE ALLOWABLE BUILDING ENVELOPE, SO WE ARE NOT USING THE EXISTING NON-COMPLIANCE TO CREATE ZONING MAP: SOUTHOLD TOWN COMPREHENSIVE PLAN BUILDING CODE: A WIDER HOUSE THAN IS ALLOWABLE PER ZONING. EAST MARION, NY 11939 EAST MARION ZONING MAP (6/11/2019) ICC 2018 IRC (AS AMMENDED IN THE 2020 RESIDENTIAL CODE OF NEW YORK STATE) ZONING DISTRICT: R-40 ENERGY CONSERVATION CODE: YEAR BUILT: UNKNOWN ICC 2018 IECC ; (AS AMMENDED IN THE 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE) ARCHITECT LOT AREA: 16,334 SF (0.375 ACRES) Madigan Architects, PLLC NATIONAL ELECTRIC CODE: f..fr /' MADIGAN 53610 Main Road r Architects Southold NY 11971 TOTAL LOT COVERAGE: NFPA 70 NATIONAL ELECTRIC CODE 2020 ,'� +1 203) 871-1939 (MAX. ALLOWABLE) 3,266 SF (20% OF LOT AREA) (EXISTING) 1,747 SF (MEASURED FROM SURVEY) (PROPOSED) 2,837 SF (HOUSE, DECKS, & SHED) / T TALGROSS FLOOR AREA:0 /� � � ✓: : : /� (MAX.ALLOWABLE) 2,891 SF (2,100 + .125*(LOT AREA- 10,000)) /` A 011, o �.. (EXIS)TING) 1,536 SF o, (PROPOSED) 1,736 SF VICINITY MAP (SHED) 125 SF (UNDER 144 SF, NO PERMIT REQ.) ` ' ` UNDERGROUND RsA v i r � 1 PRINCIPAL BUILDING: rrr'� �10 PROPANE LINE .r �P ; ••\ PROPOSED MAX.. HEIGHT: 35 FT (PEAKED ROOFS) 25FT(FLAT ROOFS) PROPANE MAX.. # OF STORIES: 21/2 STORIES ,a PAVERS r - � ��� • � � �e ,�' so, TANK it MIN. FRONT YARD: 50 FT 35 FT WITH RELIEF PER 280-124 b _ �' �� ''PROPOSED MIN. SIDE YARD: 15 FT (10 FT WITH RELIEF PER 280-124 b) �SHOWEg- MIN. TOTAL SIDE YARD: 35 FT(25 FT WITH RELIEF PER 280-124 b) 30 / DRYIA/ELL >� Dlssue Date& Issue Description By Check 4d1"AMx6 MIN. REAR YARD: 50 FT (35 FT WITH RELIEF PER 280-124 b) �5�° - `\ �. �o° o \ 1 11/03/23 FEASIBILITY STUDY SQM SQM `TRASy FANS PROPOSED ', > SHED \ 2 12105/23 EXISTING CONDITIONS SQM SQM ACCESSORY STRUCTURES: PROPOSED �r 5� -r� UTDOOR (125 SF 3 02101124 SCHEMATIC DESIGN SQM SQM OWER (FOR LOT AREAS UP TO 20,000SF) ;' / i �` �� 4 02115/24 DESIGN DEVELOPMENT SQM SQM MAX. HEIGHT: 18 FT 20 FT 22 FT (16 FT FLAT ROOF) i 'o� 5 03/06/24 ISSUE FOR PERMIT SQM SQM `� / cP MIN. SETBACK SIDE/REAR: 5 FT 15 FT 20 FT f PROPOSED ` kl` MAX.GFA: 1,000 SF / DECK o' DORMERS: UP TO 80% OF ROOF WIDTH. EX. A.C. .. UNIT I XISTING 35 PC3 : . R SIDEN . r. P and Q SKY PLANE: I ; o ALL STRUCTURES MUST LIE WITHIN A SKY PLANE FORMED BY IMAGINARY LINES j PROPOSED STARTING AT ALL PROPERTY LINES PARALLEL OR ADJACENT TO THE BUILDING OR ,' N I DECK STRUCTURE AT 10 FEET ABOVE THE AVERAGE ELEVATION OF THE NATURAL GRADE PROPOSED e _ (PRIOR TO ANY GRADE ALTERATION OR FILL) AND EXTENDING INWARD TOWARD THE a..�.$. . .,•;' `� GUTTER CENTER OF THE LOT AT A 450 ANGLE. I PR OSED DRYWELL -.,-•... .. t.__. ADD ION ^\4' DIAM x 6FT \\o` DRAWING INDEX N J I r M O 3 '-0° z �` --- --- 5- - - - - -- -X X o FRINC.FRONT YARD SETBACK I PROPOSED �go0 O _ I GUTTER (f� I DRYWELL w _ L1J 4' DIAM x�Ff s . O a = \_1, I i' - C4- O 0 I r L.L W I r ,, Sheet Name U) I GENERAL Ecc';-01 ,-010 SITE PLAN1 NOTESCD Seal/Signature DEMOLITION `J 0CD �� J FDr-vl-1 011 DEMOLITION PLANS • z \`! ;r '"r ' ' �ER�D ARC MAD yA Co / r ARCHITECTURE ,= A-070 WINDOW& DOOR SCHEDULE • ,.. '! "-- ,- .__. \ / '�` ''r'r ,r A-100 FOUNDATION PLAN RAD= 25.00' ,r • = �..,..._.-�_ ~.. r� 'r '9 A-101 FRAMING PLAN - LEVEL 01 LEN 38.82' T �40159� �0� A-102 FRAMING PLAN - ROOF `,� OF NE`N A-201 CONSTRUCTION PLAN - LEVEL 01 Project Name P,-202 CONSTRUCTION PLAN - ROOF PRIVATE RESIDENCE A,-203 CONSTRUCTION PLAN - LEVEL 01 - SHED r' A-401 REFLECTED CEILING PLAN - LEVEL 01 ' A-700 EXTERIOR ELEVATIONS -f' Project Number rr%A-701 EXTERIOR ELEVATIONS 23009 A-710 EXTERIOR AXONOMETRIC A-711 EXTERIOR PERSPECTIVES ` BAYVIEW `DRIVE r'f A-720 BUILDING SECTIONS Description A-760 EXTERIOR SECTION DETAILS - �. �`ti SITE PLAN A-780 TYP. FRAMING DETAILS • A-781 TYP. FRAMING DETAILS Scale __.__ „ A;782 TYP. FRAMING DETAILS \�1 \, 1/16 - 1 -0 A-783 TYP. FRAMING DETAILS A-801 INTERIOR ELEVATIONS - 104 GREAT ROOM Ref. North A-802 INTERIOR ELEVATIONS - 104 GREAT ROOM j A-803 INTERIOR ELEVATIONS - 103 DINING ROOM SITE PLAN A-830 INTERIOR PERSPECTIVES - 104 GREAT ROOM - lit 0" A-831 INTERIOR PERSPECTIVES - 103 DINING ROOM G =01 Ok © 2022 SEAN MADIGAN E:\Dropbox\Madigan Chi Arch itecture\O1_Projects\23029_375 Parsons Blvd - Scott Masterson\01_Models\23029_375 Parsons Blvd - Scott Masterson.rvt scoTT MASTERsoN STRUCTURAL DESIGN CRITERIA CONCRETE NOTES GENERAL FRAMING NOTES STRUCTURAL STEEL NOTES 1. THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE NEW YORK BUILDING 1. CONCRETE STRENGTHS AND TYPES SHALL BE USED IN THE AREAS AS SPECIFIED 1, PROVDE ALL BLOCKING AND TEMPORARY SUPPORTS AS REQUIRED FOR FRAMING 1. STRUCTURAL STEEL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE PRIVATE CODE . ALL WORK SHALL CONFORM TO LATEST N.Y.S. BUILDING CODE AND ALL BELOW, UNLESS OTHERWISE NOTED OF NEW AREAS. AFTER COMPLETION OF FRAMING, REMOVE ALL TEMPORARY WITH THE LATEST AISC"ALLOWABLE STRENGTH DESIGN (ASD) SPECIFICATION FOR RULES AND REGULATIONS A. USAGE 28 DAY STRENGTH (psi) MAX AGG SIZE SUPPORTS, HEADERS & DUST SCREENS TO ADEQUATELY SUSTAIN ALL LOADS. STRUCTURAL STEEL BUILDINGS". 2. ALL FLOOR LIVE LOADS ARE IN ACCORDANCE WITH SECTION 1607 OF NEW YORK a. SLAB ON GRADE 4000 S.C. 111b. 2. ALL WOOD FRAMING NOTES AS 2X MATERIAL TO BE DOUGLAS FIR GRADE 2 OR 2. MATERIALS: RESIDENCE STATE BUILDING CODE b. FOUNDATION AND BASEMENT WALLS 4000 S.C. 1"c. BETTER. A. WIDE FLANGE SHAPES ASTM A992 GRADE 50 3. THE PROPOSED STRUCTURE HAS BEEN DESIGNED TO WITHSTAND THE WIND c. PIERS 4000 S.C. 1"e. 3. WOGD SILL PLATES TO BE 1 (2x6)ACQ LUMBER WITH 1/2" DIAM. x 12" LONG MIN. B. AMERICAN STANDARD SHAPES, ANGLES PLATES AND BARS PRESSURES SPECIFIED IN SECTION 1609. RETAINING WALLS 4000 S.C. 1" ANCHOR BOLTS AT S-0"O.C. AND V-0"AWAY FROM CORNERS, U.O.N. ASTM A36 375 PARSONS BLVD 4. THE STRUCTURE HAS BEEN DESIGNED FOR THE IN-SERVICE LOADS ONLY. 2. CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE 4. PRO71DE DOUBLE HEADERS AND TRIMMERS AND FRAMING AT ALL STAIR C. STRUCTURAL STEEL TUBING, RECTANGULAR AND SQUARE EAST MARI O N, NY 11939 SUPPORT OF ANY CONSTRUCTION EQUIPMENT INCLUDING REINFORCING OF THE SPECIFICATIONS AS SC OF STONE CONCRETE SHALL HAVE NATURAL SAND FINE OPENINGS, FLOOR OPENINGS, BATHTUBS, AND ALL POSTS AND PARTITIONS ASTM A500. GRADE B (FY=46KS1) BUILDING STRUCTURE IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. AGGREGATE, NORMAL WEIGHT COARSE AGGREGATES CONFORMING TO ASTM C33 RUNNING PARALLEL TO FLOOR FRAMING. PROVIDE BLOCKING BETWEEN FLOOR D. BOLTS ASTM 325 CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED AND TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150.CONCRETE NOTED IN JOISTS UNDER ALL PARTITION WALLS RUNNING PERPENDICULAR TO JOISTS. E. ANCHOR RODS ASTM F1554, GRADE 36 FLOORS OR ROOFS. LOAD SHALL NOT EXCEED DESIGN LIVE LOAD FOR EACH THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE SPECIFICATIONS AS LW OR 5, BRIDGING TO BE EITHER SOLID OR 1x3 CROSS BRIDGING OR 18GA CROSS F. WELDING ELECTRODE ASTM E70XX, LOW HYDROGEN PARTICULAR LOAD. LIGHT WEIGHT SHALL HAVE EXPANDING CLAY OR SHALE COARSE AGGREGATE BRIDGING & NOT TO EXCEED A MAXIMUM SPACING OF 8'-0"O.C. G. SHEAR CONNECTORS 3/4" OASTM A-108 5. REINFORCING TO SUPPORT CONSTRUCTION EQUIPMENT AND THE DESIGN CONFORMING TO ASTM C330, NATURAL SAND AND TYPE 1 PORTLAND CEMENT 6. ALL NON-BEARING INTERIOR HEADERS TO BE (2)2x6 UNLESS OTHERWISE NOTED. 3. ALL BEAMS AND GIRDERS SHALL BE PROVIDED WITH FLEXIBLE SHEAR ARCHITECT ENGINEERING OF THE FORM WORK, SHORES AND RE-SHORES, AS WELL AS ITS CONFORMING TO ASTM C150. LW CONCRETE SHALL NOT WEIGH LESS THAN 95 NOR 7. ALL BEARING INTERIOR HEADERS SHALL BE (2)2x8 UNLESS OTHERWISE NOTED. CONNECTIONS EQUAL IN VALUE TO THE LOADS SHOWN ON THE AISC SAFE LOAD Madigan Architects, PLLC CONSTRUCTION, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL SUCH MORE THAN 116PCF. 8. ALL STRUCTURAL WOOD SHALL BE KEPT 2"CLEAR MIN. FROM CHIMNEYS. TABLES PLUS THE PERCENTAGE LISTED BELOW UNLESS OTHERWISE NOTED. MADIGAN 53610 Main Road ENGINEERING SHALL BE PERFORMED BY A PROFESSIONAL ENGINEER LICENSED IN 3. ALL CONCRETE SHALL BE A MINIMUM 4000 PSI @ 28 DAY TEST. 9. JOIST HANGER TECO CONNECTIONS ARE REQUIRED AT ALL FLUSH STRUCTURAL o Architects Southold NY 11971 A. ALL BEAMS WITHOUT STUD SHEAR CONNECTORS= + 35/o THE STATE OF NEW YORK. 4. CONCRETE MIXES SHALL BE PROPORTIONED TO RESULT IN CONCRETE SLUMP AT LOAD BEARING CONDITIONS. CONNECTIONS TO BE MADE PER MANUFACTURER'S o +1 (203) 871-1939 6. THE METHODS PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE THE THE POINT OF DISCHARGE AS FOLLOWS REQUIREMENTS. ALL HANGERS & FASTENERS TO BE DOUBLE DIP GALVANIZED B. ALL GIRDERS WITHOUT STUD SHEAR CONNECTOR% + 35/o C. ALL BEAMS WITH STUD SHEAR CONNECTORS= + 65/o RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR A. RAMPS AND SLOPING SURFACES -YMAXIMUM WHEN IN CONTACT WITH ACQ LUMBER. D. ALL GIRDERS WITH STUD SHEAR CONNECTORS= +65%THESE SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE B. FOUNDATION CONCRETE 4"70 6" 10. FRAMING CONNECTIONS FROM EXTERIOR WALL TO ROOF ARE TO BE TIED WITH REQUIREMENTS SHALL BE ADJUSTED AS NECESSARY FOR MEMBERS THAT INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. CONTRACTOR C. ALL OTHER CONCRETE 4"70 5" FRAME CONNECTIONS, SEE FRAMING DETAILS. SUPPORT OTHER BEAMS. THIS PROVISION MAY BE REDUCED ONLY WHERE SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK 5. MIXING, TRANSPORTING AND PLACING OF CONCRETE SHALL CONFORM TO ACI 301. 11. ALL BEAMS MUST HAVE SOLID BEARING TO FOUNDATION, SEE FRAMING DETAILS. SPECIFICALLY PERMITTED BY THE STRUCTURAL ENGINEER. CONNECTIONS DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTION 6. THERE SHALL BE NO HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE POURS. 12. ALL HEADERS EXCEEDING 6-0" CLEAR SPANS TO HAVE DOUBLE JACK STUDS WITH SHALL BE DESIGNED TO DEVELOP A MINIMUM END REACTION OF 6.0 KIPS. AND MISALIGNMENT ACCORDING TO APPLICABLE CODES, STANDARDS AND GOOD ALL CONSTRUCTION JOINTS SHALL BE MADE IN THE CENTER OF SPANS WITH A DOUBLE KING STUD AND DOUBLE SILL PLATE. USE A MINIMUM OF 2 BOLTS FOR ALL BOLTED CONNECTIONS. PRACTICE. VERTICAL BULKHEADS. THE LOCATIONS OF THE CONSTRUCTION JOINTS SHALL BE 13. ALL PRESSURE TREATED LUMBER TO BE ACQ TREATED, NOT CCA. ALL PRESSURE 4. THE USE OF THE CUTTING TORCH IN THE FIELD WILL NOT BE PERMITTED. 7. PRINCIPAL OPENINGS IN THE STRUCTURE ARE INDICATED ON THE CONTRACT APPROVED BY THE STRUCTURAL ENGINEER.ADDITIONAL REINFORCING AT TREATED LUMBER TO BE FREE OF ARSENIC. 5. ENDS OF BEAMS AND WEBS SHALL BE REINFORCED WHERE CUTS OR COPES DOCUMENTS. REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND CONSTRUCTION JOINTS SHALL BE SPECIFIED BY THE STRUCTURAL ENGINEER, SEE 14. FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS AND REDUCE STRENGTH BELOW REQUIRED VALUES. PLUMBING DRAWINGS FOR SLEEVES, CURBS, INSERTS, ETC. NOT HEREIN TYPICAL DETAIL. DRAWING SHOWING LOCATIONS OF CONSTRUCTION JOINTS PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS 6. WHERE MILLED STIFFENERS ARE REQUIRED, THERE SHALL BE NO WELD PLACED INDICATED. OPENINGS IN SLABS WITH A MAXIMUM SIDE DIMENSION OR DIAMETER SHALL BE SUBMITTED BY THE GENERAL CONTRACTOR TO THE STRUCTURAL AND AT 10FT INTERVALS BOTH VERTICAL AND HORIZONTAL. AT THE MILLED SURFACES (EXCEPT FOR TACK WELDS OR WHERE SHOWN OF 12 INCHES OR LESS SHALL NOT REQUIRE ADDITIONAL FRAMING OR ENGINEER FOR REVIEW AND VERIFICATION. OTHERWISE). NO WELD SHALL BE PLACED IN CLIPPED CORNERS OF STIFFENERS. REINFORCEMENT, UNLESS OTHERWISE NOTED. THE LOCATION OF SLEEVES OR 7. ALL CONCRETE SHALL CONTAIN A CONCRETE MIX USING A MINIMUM OF 5.0 SACKS DIMENSIONAL WOOD NOTES 7. ALL WELDING SHALL BE SUBJECT TO INSPECTION AND SHALL BE IN ACCORDANCE OPENINGS IN STRUCTURAL MEMBERS SHALL BE SUBMITTED TO THE STRUCTURAL OF CEMENT PER CUBIC YARD, NO FLY ASH SHALL BE USED IN ANY CONCRETE. ALLWITH THE LATEST MANUALS OF THE AMERICAN WELDING SOCIETY. NO WELD ENGINEER FOR REVIEW AND VERIFICATION. EXPOSED CONCRETE TO BE AIR ENTRAINED AIR CONTENT SHOULD BE 6 PERCENT SHALL START UNLESS AN INSPECTOR ENGAGED BY THE OWNER IS PRESENT(IN 8. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, FLOOR ELEVATIONS, SLOPES WITH A TOLERANCE OF+/-1.5 PERCENT. 1. THE STRUCTURAL WOOD STRESS GRADE STAMPED LUMBER SHALL BE GRADED AS Issue Date&Issue Description By Check AND THE LOCATION OF DEPRESSED FLOOR AREAS. 8. GENERAL CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL FOLLOWS. JOISTS, RAFTERS & STUDS TO BE DOUGLAS FIR-LARCH OR DOUGLAS THE SHOP AND IN THE FIELD). SHOP DRAWINGS APPROVED BY THE STRUCTURAL ENGINEER WITH HIS STAMP OF APPROVAL OR AS NOTED SHALL BE PROVIDED TO 1 11103123 FEASIBILITY STUDY SQM SQM 9. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE SITE PRIOR TO SLOTS, PIPE SLEEVES, ANCHOR BOLTS, ETC, AS REQUIRED FOR MECHANICAL FIR-LARCH (NORTH) NO.2. THE INSPECTION AGENCY.ALL WELDING IS TO BE DONE BY WELDERS LICENSED IN 5 03106/24 ISSUE FOR PERMIT SQM SQM STARTING WORK AND SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE TRADES BEFORE CONCRETE IS POURED; THESE ITEMS ARE TO BE INSTALLED BY ACCORDANCE WITH ALL REQUIREMENTS OF THE NEW YORK STATE BUILDING PLANS AND MAKE WORK COMPLY WITH THE SAME. GENERAL CONTRACTOR. SLOT AND SLEEVE DRAWINGS SHALL BE SUBMITTED BY A. FB(BASE)= 850 PSI CODE,AND THE RULES AND REGULATIONS OF THE BOARD OF STANDARDS AND 10. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR TO THE GENERAL CONTRACTOR TO THE STRUCTURAL ENGINEER FOR REVIEW AND B. FV(BASE)= 180 PSI APPEALS. CONSTRUCTION AND PRIOR TO ORDERING MATERIALS. VERIFICATION. C. E(BASE)= 1,600,000 PSi 8. WHERE STEEL MEMBERS ARE REQUIRED TO BE SPLICED AND/OR WHERE NOTED 11. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. 9. NO CONCRETE IS TO BE POURED UNTIL ALL HOLES AND OPENINGS SHOWN ON M.C. ON DRAWINGS THE CONNECTION SHALL BE MADE TO DEVELOP THE FULL 12. THE GENERAL CONTRACTOR SHALL COMPARE STRUCTURAL SECTIONS WITH PLANS AND SHOP DRAWINGS ARE REVIEWED AND VERIFIED. 2. THE MOISTURE CONTENT OF ALL DIMENSIONAL LUMBER MEMBERS MUST BE 19% STRENGTH OF THE SECTION. SUCH CONNECTIONS SHALL NOT INTERFERE WITH ARCHITECTURAL SECTIONS AND REPORT ANY DISCREPANCY TO THE ARCHITECT 10. FILL ALL PLUMBING SLOTS WITH CONCRETE OF THE SAME STRENGTH AND TO THE OR LESS AT THE TIME OF INSTALLATION. ANY ARCHITECTURAL OR MECHANICAL CLEARANCES. PRIOR TO FABRICATION OR INSTALLING STRUCTURAL MEMBERS. SAME DEPTH AS THE FLOOR SLAB AFTER PIPING IS INSTALLED UNLESS 3. JOISTS OR RAFTERS ARE TO BE INSTALLED WITH THE"CROWN" SIDE UP (POSITIVE g. SUBMIT SHOP DRAWINGS, ERECTION PLANS, WORK PROCEDURES, AND 13. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY OTHERWISE SHOWN. CAMBER)AND WITHIN 1/2"OF STRAIGHT, END TO END ALIGNMENT. ENGINEER FOR APPROVAL. QUALIFICATIONS TO THE STRUCTURAL ENGI CONTRACTOR, SUB-CONTRACTOR, ERECTOR, FABRICATOR, MATERIAL SUPPLIER, 11. PIPES OR CONDUITS PLACED IN SLABS SHALL NOT HAVE AN OUTSIDE DIAMETER 4. SEVERLY DISTORED, TWISTED, BOWED, CUPPED, CHECKED, ETC. LUMBER SHALL 10. FULL PENETRATION GROOVE WELDS ARE GI BE ULTRASONICALLY TESTED. ETC. IN LIEU OF PREPARATION OF SHOP DRAWINGS, SIGNIFIES HIS ACCEPTANCE LARGER THAN 1/3 THE SLAB THICKNESS AND SHALL NOT BE SPACED CLOSER THAN NOT BE USED. THE GC IS RESPONSIBLE FOR REVIEWING LUMBER PRIOR TO 11. ALL CONNECTIONS USING HIGH STRENGTH BOLTS SHALL BE TESTED BY OWNERS OF ALL INFORMATION SHOWN HERE ON AS CORRECT AND OBLIGATES HIMSELF TO THEIR DIAMETERS ON CENTER. ALUMINUM CONDUITS SHALL NOT BE PLACED IN INSTALLATION. TESTING LAB. ANY JOB EXPENSE, REAL OR IMPLIED, ARISING DUE TO ANY ERRORS THAT MAY CONCRETE. 5. NOTCHES IN THE TOP OR BOTTOM OF DIMENSIONAL LUMBER JOISTS OR RAFTERS 12. H.S. BOLTS OR WELD SHALL BE USED IN THE FOLLOWING LOCATIONS: OCCUR HERE ON. 12. NO ALUMINUM SHALL BE CAST IN CONCRETE. SHALL NOT EXCEED 1/6TH OF THE MEMBER DEPTH AND SHALL NOT BE LOCATED WITHIN CANTILEVERED MEMBERS (EACH SIDE), MEMBERS NOTED M.C., AT MEMBERS 14. ALL CODES, COMMITTEE REPORTS, SUPPLEMENTS, SPECIFICATIONS, ETC. 13. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. WORK THE MIDDLE THIRD OF THE SPAN. END NOTCHES SHALL NOT EXCEED IIATH OF THE SUPPORTING MACHINERY OR OTHER MECHANICAL EQUIPMENT AT ALL HANGER REFERRED TO IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE PROJECT SHALL NOT BEGIN UNTIL CONTRACTOR RECEIVES APPROVED SHOP DRAWINGS. MEMBER DEPTH. BORED HOLES SHALL NOT FALL WITHIN 2"OF THE TOP AND BOTTOM OF COLUMN CONNECTIONS, AT MEMBERS FRAMING TO COLUMNS POST, STRUT AND SPECIFICATIONS INCLUDE ALL AMENDMENTS, SUPPLEMENTS AND ADDENDA IN 14. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE MEMBER AND THEIR DIAMETER SHALL NOT EXCEED 1/3RD OF THE MEMBER DEPTH, FORCE AT THE DATE OF THESE DOCUMENTS. REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, INCLUDING UNLESS OTHERWISE NOTED ON THE PLANS. 13. WHERE AND WITHIN THIN SAND COLUMNS. BOLTS ARE USED, THREADS SHALL BE DISTORTED AFTER 15. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONSENT OF THE SUBMISSION OF CONCRETE TEST MIXES. INSTALLATION TO PREVENT NUTS FROM BACKING OFF. ARCHITECT OR ENGINEER WILL NEGATE THE CERTIFICATION OF THESE PLANS. 15. NO CONCRETE IS TO BE POURED UNTIL PLACEMENT OF REINFORCEMENT IS 14. ALL STEEL IS TO BE ERECTED WITH NATURAL CAMBER UNLESS OTHERWISE 16. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES CHECKED AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD, SHEATHING NOTES NOTED; KEEP ENDS OF ALL CANTILEVERS UP AS NOTED ON DRAWINGS. WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP WORK 15. STRUCTURAL MEMBERS TO BE PAINTED WITH THE FOLLOWING PRIMER; "10-99 AND NOTIFY THE ARCHITECT OR ENGINEER, SHOULD FAIL TO FOLLOW THIS 1. SHEATHING PANELS, PLYWOOD OR ORIENTED STRAND BOARD("OSB"), SHALL TNEMEC PRIMER"MODIFIED ALKYD RUST INHIBITIVE PRIMER, TNEMEC CO., INC. OR AND LIABILITY THEREFROM. PROCEDURE AND CONTINUE WITH WORK, HE SHALL ASSUME ALL RESPONSIBILITY CONCRETE STEEL REI N FO RC E NT CONFORM TO U.S. PRODUCT STANDARD PS-1,AND BEAR THE APA GRADE- APPROVED EQUAL. (DRY FILM THICKNESS 2.9 TO 3.5 MILS)17. CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL CODES, TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ONLY PLYWOOD SHALL ORDINANCES, RULES AND REGULATIONS. CONTRACTOR SHALL ARRANGE FOR ALL 1. ALL REINFORCING STEEL SHALL BE GRADE 60 AND SHALL CONFORM TO ASTM BE USED ON FLOORS. STEEL r�7E E L DECK - ; NECESSARY PERMITS AND INSPECTIONS INCLUDING THE CERTIFICATE OF SPECIFICATION OF DEFORMED AND PLAIN BILLET STEEL BARS FOR CONCRETE 2. SHEATHING PANELS FOR FLOORS, ROOF, AND WALLS SHALL BE APA RATED EC NOTES OCCUPANCY. REINFORCEMENT(ASTM A615), STANDARD SPECIFICATION FOR EPDXY-COATED SHEATHING, EXPOSURE 1, WITH A MINIMUM SPAN INDEX RATING OF 32/16. SEE 18, WHERE CONFLICT EXISTS BETWEEN THE GENERAL BUILDING CODE SPECIFIED STEEL REINFORCING BARS (ASTM A775), STANDARD SPECIFICATION FOR ARCHITECTURAL PLANS FOR THICKNESS. 1. STEEL DECK SHALL BE DESIGNED, FABRICATED, AND ERECTED IN ACCORDANCE ABOVE AND OTHER CODES, PUBLICATIONS, SPECIFICATIONS AND DRAWINGS CITED FABRICATION AND JOBSITE HANDLING OF EPDXY-COATED STEEL WIRE AND 3. SHEATHING PANELS ON FLAT SURFACES SHALL BE INSTALLED WITH FACE GRAIN WITH THE CURRENT SPECIFICATION OF THE STEEL DECK INSTITUTE. HEREIN, THE REQUIREMENTS OF THE MORE STRINGENT ITEM SHALL GOVERN. WELDED WIRE REINFORCMENT(ASTM A884), DETAILING OF REINFORCEMENT PERPENDICULAR ACROSS SUPPORTS AND CONTINUOUS OVER TWO OR MORE 2. COMPOSITE FORMED STEEL FLOOR DECK TO BE 2" DEEP, 20 GAGE (UNCOATED 19. ANY SUBSTITUTIONS OR ALTERNATES (DETAILS, MEMBERS, ETC.) MAY BE USED IF (ASTM A615). DETAILING OF REINFORCEMENT STEEL SHALL CONFORM TO THE SPANS. PROVIDE 1/8 SPACE BETWEEN PANEL EDGES PARALLEL TO FACE GRAIN, STEEL THICKNESS = 0.0358"), GALVANIZED{G60 COATING), UNITED STEEL DECK SUCH SUBSTITUTION OR ALTERNATES ARE SUBMITTED TO THE ENGINEER FOR AMERICAN CONCRETE INSTITUTE DETAILING MANUAL(ACI). 1/16"SPACE BETWEEN PANEL EDGES OVER SUPPORTING MEMBERS. TYPE LOK-FLOOR, COMPOSITE FLOOR DECK AS MANUFACTURED BY CANAM STEEL REVIEW AND ACCEPTANCE IS GRANTED; HOWEVER, THE ENGINEER SHALL BE THE 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM SPECIFICATION A185 (70,000 PSI 4. FLOCR SHEATHING SHALL BE GLUED TO SUPPORTING MEMBERS WITH CORPORATION, OR AN APPROVED EQUAL. SOLE JUDGE OF ACCEPTABILITY. IN ANY EVENT, THE CONTRACTOR SHALL BE MINIMUM)AND SHALL BE SUPPLIED IN FLAT SHEETS. ALL WELDED WIRE FABRIC CONSTRUCTION ADHESIVE SUCH AS PL200, LAID IN A CONTINUOUS 1/4 INCH WIDE 3. FORMED STEEL ROOF DECK TO BE 1-1/2" DEEP, 20 GAGE (UNCOATED STEEL RESPONSIBLE FOR THE DESIGN OF SUCH ALTERNATES AND SUBSTITUTIONS SHALL BE LAPPED BY(2) FULL MESH PANELS AT ENDS AND SIDES AND TIED BEAD ALONG THE MEMBER LENGTH. THICKNESS =0,0358"), GALVANIZED (G60 COATING)., WIDE RIB, UNITED STEEL DECK WHICH HE PROPOSES. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY SECURELY, U.O.N. 5. AT DESIGNATED SHEARWALLS, HORIZONTAL EDGES OF WALL SHEATHING SHALL "B" DECK PROFILE, AS MANUFACTURED BY CANAM STEEL DECK, INCORPORATED Seal/Signature CHANGES WITHOUT NOTIFICATION. 3. REINFORCING STEEL AND WELDED WIRE MESH FOR SLABS ON GRADE SHALL BE BE BACKED BY SOLID BLOCKING BETWEEN STUDS TO PROVIDE BACKING FOR OR AN APPROVED EQUAL. 20. LARGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER SCALE SUPPORTED BY PRECAST CONCRETE CUBES OR BRICK OR CHAIRS DESIGNED FOR SPECIFIED PANEL EDGE NAILING. 4. THE STEEL DECK SHALL BE SUPPLIED IN MINIMUM LENGTHS AS REQUIRED TO DRAWINGS. IT IS THE INTENTION OF THE DRAWINGS TO PROVIDE FOR A EARTH BEARING AT A MAXIMUM SPACING OF 4'-0" O.C. IN EACH DIRECTION, DEPTH RED q PROVIDE A 3-SPAN" CONDITION END CLOSURES ROOF SUMPS CLOSURES AT �(E RC COMPLETE JOB IN ALL RESPECTS AND NO EXTRAS WILL BE ALLOWED FOR OF SUPPORT SHALL PROVIDE FOR 314"TOP COVER TO REINFORCING UNLESS �5 MAD PENETRATIONS AND ALL OTHER ACCESSORIES NECESSARY FOR A COMPLETE N MATERIALS AND/OR LABOR REQUIRED TO COMPLETE THE WORK, AS INDICATED. OTHERWISE NOTED IN CONCRETE DETAILS. INSTALLATION ARE REQUIRED. 4e4' Co �P 21. THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE 4. FOR ALL SLABS ABOVE GRADE, PROVIDE STANDARD SUPPORT BAR CHAIRS AND LVL PSL NOTES 5. COMPOSITE FORMED STEEL FLOOR DECK SHALL BE WELDED TO SUPPORTING PROPERTY OF THE ARCHITECT OR ENGINEER WHETHER THE PROJECT FOR WHICH SPACERS AT A MAXIMUM SPACING OF 5-0 O.C. STEEL WITH 518" DIAMETER PUDDLE WELDS AT 12"ON CENTER. INTERMEDIATE 5. SPLICE TOP BARS AT MID-SPAN ONLY AND BOTTOM BARS AT SUPPORT ONLY THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ANY OTHER 1. LAMINATED VENEER LUMBER(LVL)SHALL BE MICRO-LAM AS MANUFACTURED BY SIDE CONNECTIONS SHALL BE MADE WITH#10 SELF TAPPING SCREWS OR WELDED PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING UNLESS OTHERWISE NOTED. ALL REINFORCING STEEL SHALL LAP 36 BAR WEYERHAEUSER, "G-P LAMAS MANUFACTURED BY THE GEORGIA PACIFIC WITH 1 1/2" LONG WELDS AT A MAXIMUM SPACING OF 3'-0"ON CENTER. IN LIEU OF 9j. 04015g O� AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT OR ENGINEER. DIAMETERS MINIMUM AT SPLICES UNLESS OTHERWISE NOTED. CORPORATION OR"GANG-LAMAS MANUFACTURED BY THE LOUISIANA PACIFIC PUDDLE WELDS, POWDER ACTUATED FASTENERS HAVING THE SAME CAPACITY AS �OF IN 22. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, 6. REINFORCING STEEL COVERAGE SHALL BE AS FOLLOWS (SEE SECTION 7.7, AC1318, CORFORATION. PARALLEL STRAND LUMBER (PSL)SHALL BE"PARALLAWAS THE SPECIFIED PUDDLE WELDS, MAY BE USED, FASTENERS SHALL BE Project Name CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC., FOR WORK FOR CONDITIONS NOT NOTED) UNLESS NOTED OTHERWISE IN PLANS.A. FORMED MANUFACTURED BY WEYERHAEUSER. LAMINATED STRUCTURAL LUMBER (LSL) MANUFACTURED BY HILTI, INC. OR AN APPROVED EQUAL SHOP DRAWINGS SHALL PRIVATE RESIDENCE PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. WALL2"BACKFILL SIDE. %"FRONT SIDEB. FOOTINGYC. SLABS ON GRADES/"TOP, 3" SHALL BE"TIMBERSTRAND"AS MANUFACTURED BY WEYERHAEUSER. BE SUBMITTED FOR APPROVAL TO THE ENGINEER INDICATING FASTENER DATA 23. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE LOCAL BUILDING BOTTOMD. STRUCTURAL SLABSS%" 2. MINIMUM ALLOWABLE STRESS AND STIFFNESS CHARACTERISTICS OF LVL AND PSL INCLUDING SIZE VS. STEEL SUBSTRATE MATERIAL,SPACING, CAPACITIES, DEPARTMENT AT LEAST 48 HOURS PRIOR TO ANY WORK. 7. PROVIDE ADDITIONAL REINFORCING AT ALL CONCRETE WALL OPENINGS, SEE MATERIAL SHALL BE AS FOLLOWS: LVL PSL INCLUDING DIAPHRAGM SHEAR CAPACITIES, METHOD OF INSTALLATION AND 24. IF ANY, CONTRACTOR SHALL DISCONNECT, CAP AND REROUTE ANY EXISTING DETAILS. A. FB = 2600 PSI 2900 PSI PROGRAM FOR QUALITY ASSURANCE OF INSTALLATION. Project Number UTILITY LINES IN AREA OF FOUNDATION WORK AND SHALL USE HAND EXCAVATION 8. WELDING OF REINFORCING BARS, ONLY WHEN PERMITTED BY THE STRUCTURAL B. FC (PARALLEL TO GRAIN) = 2510 PSI 2900 PSIFC 6. STEEL DECK MUST BE PROTECTED BEFORE AND AFTER ERECTION AND ALL DEBRIS 23009 IN AREAS OF SUSPECTED UNDER GROUND UTILITIES AND SERVICES. IF ANY LINES ENGINEER, SHALL CONFORM TO THE AMERICAN WELDING SOCIETY STANDARD PERPENDICULAR TO GRAIN) 750 PSI 750 PSI CLEANED FROM ITS SURFACE WHERE CONCRETE WILL BE POURED OR ROOFING IS ARE BROKEN OR DAMAGED, THE CONTRACTOR WILL REPAIR AND REPLACE SAME D1.4-79; BARS SHALL CONFORM TO ASTM A706. ELECTRODES FOR SHOP AND FIELD C. FV= 285 PSI 290 PSI TO BE PLACED. AT HIS OWN EXPENSE AND ARRANGE FOR PROPER INSPECTION OF HIS WORK. WELDING OF REINFORCEMENT BARS HALL CONFORM TO ASTM A233, CLASS E90XX. D. E = 1,900,000 PSI 2,000,000 PSI SCHEDULED OR DETAILED REINFORCEMENT SHALL NOT BE TACK WELD FOR ANY E. MEMBER SIZES SHOWN ON PLAN (WIDTH X DEPTH)SPECIFIED AS LVL MAY BE Description REASON. CONSTRUCTED OF MULTIPLE LVL PLIES OR PSL OF THE SPECIFIED DEPTH, NOTES 9. DEFORMED BAR ANCHORS SHALL CONFORM TO STANDARD SPECIFICATION FOR FASTENED TOGETHER BY NAILING OR BOLTING AS REQUIRED. MEMBER DEFORMED STEEL WIRE FOR CONCRETE REINFORCEMENT ASTM A496 WITH A SIZES FOLLOWED ONLY BY PSL MUST BE INSTALLED AS A SOLID MEMBER, MINIMUM YIELD STRENGTH OF 70,000 PSI. STANDARD ASTM A615 GRADE 60 NOT BUILT-UP Scale REINFORCING BARS MAY NOT BE SUBSTITUTED FOR DEFORMED BAR ANCHORS F. MINIMUM ALLOWABLE STRESS AND STIFFNESS CHARACTERISTICS OF UNLESS PERMITTED BY THE ARCHITECT. MEMBERS DESIGNATED AS LSL MATERIAL SHALL BE AS FOLLOWS: 12" = 1'-0" 10. PROVIDE WELD SMOOTH WIRE FABRIC MINIMUM 6x6-W2.1 x 2.1 IN ALL TOPPING 1.3E LSL 1.5E LSL 1.55 LS SLABS UNLESS OTHERWISE NOTED. G. FB = 1700 PSI 2250 PSI 2325 PSI 11. PROVIDE#4 AT 12"CENTERS MINIMUM, EACH WAY TOP, IN ALL HOUSEKEEPING H. FC (PARALLEL TO GRAIN)= 1400 PSI 1950 PSI 2050 PSI PADS SUPPORTING MECHANICAL EQUIPMENT WHETHER SHOWN ON THESE I. FC (PERP. TO GRAIN) = 680 PSI 775 PSI 800 PSI DRAWINGS OR NOT UNLESS OTHERWISE NOTED. J. FV- 400 PSI 400 PSI 310 PSI K. E= 1,300,000 PSI 1,500,000 PSI 1,550,000 PSI L. MEMBERS MAY NOT BE BORED OR NOTCHED WITHOUT WRITTEN PERMISSION G =01 I FROM THE ENGINEER. © 2022 SEAN MADIGAN EADropbox\Madigan Chi Arch itecture\O1_Projects\23029_375 Parsons Blvd - Scott Masterson\01 Models\23029 375 Parsons Blvd - Scott Masterson.rvt DEMO. PLAN NOTES SCOTT MASTERSON 1 REMOVE EXISTING WALL CLADDING, DOORS, WALL PRIVATE FRAMING, SCREENS, POSTS, AND ALL ASSOCIATED CONSTRUCTION RELATED TO EXTERIOR WALLS OF RESIDENCE THE EXISTING SCREENED PORCH. 2 REMOVE EXISTING WALL CLADDING, DOORS, WALL 375 PARSONS BLVD FRAMING, SCREENS, POSTS, AND ALL ASSOCIATED EAST MARION, NY 11939 CONSTRUCTION RELATED TO EXTERIOR WALLS OF 7 THE EXISTING SCREENED PORCH. 6 i 7 3 REMOVE EXISITING CONCRETE STEP LEADING INTO i 1 — — — i DINING ROOM. ARCHITECT i i 16 ....�....., ., . ...... Madigan PLLC ' 3:_.... .-�: .`-' j Ma n Architects - - .-. 4 -- -:.... ...13� � �' 4 REMOVE EXISTING SLIDING GLASS DOOR. PROTECT MADIG1aN 53610 Main Road ......... ....... ....... ........ . ---- 0 ■... 12 12 ... .. is ; I14' Architects ! AND STORE FOR POTENTIAL RE-USE. Southold NY 11971 z +1 203 871-1939 _....................._............_............_..-...i 10 . _ 5 DEMOLISH EXISTIN STEPS LEADING FROM DINING r I 12 I ROOM DOOR AND ALL ASSOCIATED STAIR Ej] Ede' FOUNDATIONS OR SUPPORTS. 16 E!] 8 Ig 6 REMOVE EXISTING PATIO PAVERS AND ALL ASSOCIATED FOUNDATIONS OR SUPPORTS. =-- — 7 REMOVE EXISTING WALL CLADDING, DOORS, WALL EZ -� 12 _ —12 FRAMING, SCREENS, POSTS, AND ALL ASSOCIATED 9 _._ -- 1 CONSTRUCTION RELATED TO EXTERIOR WALLS OF THE EXISTING ATTACHED SHED. El ❑L7 9 8 REMOVE EXISTING FLOOR FINISH AND ANY 12 ASSOCIATED UNDERLAYMENT DOWN TO SUBFLOOR. Issue Date& Issue Description By Check C� ❑ CLEAN EXISTING SUBFLOOR AND REMOVE ANY 1 11/03/23 FEASIBILITY STUDY S M M ADHESIVE OR DEBRIS TO PREPARE FOR NEW Q SQ FINISHES. 5 03/06/24 ISSUE FOR PERMIT SQM SQM 11 9 GREY HATCH INDICATES AREA NOT IN CONTRACT. PROVIDE DROP CLOTH PROTECTION OF ALL OPENINGS LEADING INTO UNDESTURBED AREA TO PROTECT FROM DUST DURING CONSTRUCTION. SEAL OFF CONSTRUCTION ZONE FROM THE REST OF THE HOUSE. DEMOLITION PLAN - ROOF n DEMOLITION PLAN - LEVEL 01 11/8" = 1'-0" 1/8" = 1'-0" 10 EXISTING BILCO DOOR TO REMAIN. PROTECT DURING CONSTRUCTION. 11 EXTERIOR SHINGLE CLADDING TO REMAIN ON THIS WALL. PROTECT DURING CONSTRUCTION. 12 REMOVE EXISTING SHINGLE CLADDING, TRIM AND WEATHER BARRIER ON THIS WALL DOWN TO SHEATHING. PREP SURFACE FOR NEW WEATHER BARRIER. 13 REMOVE ALL EXISTING FOUNDATION WALLS, SLABS, AND FOOTINGS ASSOCIATED WITH SCREEN PORCH. 15 14 PROVIDE NEW OPENING IN CMU FOUNDATION WALL TO ALLOW FOR ACCESS TO NEW CRAWLSPACE. SEE 13 FOUNDATION PLAN FOR DIMENSIONAL INFORMATION 13 ON OPENING. .... ....... ...._. .._... -..... ........ ...... ....... ..._... ...._- ..... 15 REMOVE ALL EXISTING FOOTINGS OR PIERS ii ASSOCIATED WITH EXISTING ATTACHED SHED. ; I 16 REMOVE EXISTING ROOF SHINGLES, FELT PAPER, UNDERLAYMENT, SHEATHING, AND ALL EXISTING Seal/Signature 14 I ROOF RAFTERS AND ASSOCIATED STRUCTURAL i I ELEMENTS. DISSASEMBLE AND STORE RAFTERS FOR POTENTIAL RE-USE. BRED qR P 9 �T040150 0� FOP NE`N-t Project Name PRIVATE RESIDENCE Project Number 23009 0 ® ® ® 0 Description DEMOLITION PLANS Scale As indicated n DEMOLITION PLAN - LEVEL 00 LEGEND 1/8" = 1'-0" � EXISTING CONSTRUCTION TO REMAIN m 10 1 EXISTING CONSTRUCTION TO BE DEMOLISHED © 2022 SEAN MADIGAN E:\Dropbox\A/ladigan Chi Arch itecture\01_Projects\23029_375 Parsons Blvd - Scott Masterson\01_Models\23029_375 Parsons Blvd - Scott Masterson.rvt SCHEDULE NOTES SCOTT MASTERSON 1. ALL WINDOW ROUGH OPENINGS MUST BE VERIFIED PRIVATE IN THE FIELD BY THE GC, PRIOR TO ORDERING THE WINDOWS. THIS IS ESPECIALLY IMPORTANT FOR NJ WINDOWS WITH SLOPED TOPS THAT MUST MATCH RESIDENCE THE EXISTING SLOPE OF THE ROOFLINE. 104 104 3„ 2. THE ARCHITECT WILL REVIEW THE WINDOW SHOP 375 PARSONS BLVD 3„ DRAWINGS FOR COMPLIANCE WITH THE CONTRACT EAST MARION, NY 11939 DOCUMENTS, HOWEVER THE ARCHITECT IS NOT RESPONSIBLE FOR ANY ERRORS OR OMISSIONS IN 20 o � THE WINDOW SUBMITTAL PROVIDED FROM THE ANDERSON ANDERSON SUPPLIER. IT IS THE RESPONSIBILITY OF THE GC co 20 Cj CO400 SERIES 400 SERIES TO CONFIRM THAT THE WINDOW ORDER IS rEFSON TW21046 TW21046 CORRECT AND COORDINATED WITH THE ARCHITECT to Cn o DOUBLE HUNG DOUBLE HUNG CONTSTRUCTION DOCUMENTS. w� Madigan Architects, PLLC A WINDOW WINDOW MADIGJ�N 53610 Main Road 400 E IES Architects Southold NY 11971 Fw s 611 - = 3. ALL EXTERIOR WINDOWS & DOORS TO BE WHITE TO � DOUBLE LIDING N MATCH EXISTING WINDOWS OF HOUSE. +1 (203) 871-1939 O R 2'-11 5/8" 3 " 2'-11 5/8" 4. THE TOP OF THE EXTERIOR WINDOW AND DOOR N 6'-01/2" CASINGS SHOULD ALL ALIGN. ANY DIMENSIONAL _ LEVEL _ — R.O. — _ LEVEL 01 DISCREPANCIES SHOULD BE BROUGHT TO THE 5'-11 1/4" 11 20'-0" 20'-0" ATTENTION OF THE ARCHITECT. 6'-0" R.O. 5. ALL WINDOWS & DOORS TO RECIEVE LOW-E4 GLASS. W104H - EXTERIOR DOOR ELEVATION W104F W104G - EXTERIOR WINDOW ELEVATION 6. ALL WINDOWS TO RECIEVE STANDARD TYPE 112"_11-01. 1/2"=1.4. HARDWARE. 7. ALL SLIDING DOORS TO RECIEVE ANVERS STYLE HARDWARE, FINISH TO MATCH EXISTING HARDWARE IN HOUSE. Issue Date& Issue Description By Check 1 11/03/23 FEASIBILITY STUDY SQM SQM co 5 03/06124 ISSUE FOR PERMIT SQM SQM _LEVEL 01 [rANDERSON ANDERSON 0 SERIES 104 2'-6" 20 0" 104 400 SERFS � � � M USTOMCUSTOM PAZOIDAL GREAT ROOM TO CL � TRAPAZOIDAL PICTURE WINDOW PASSAGE POCKET DOOR - PICTURE WINDOW HW GROUP: B, L4, H2 6'-0 7/8" 6'-0 7/8" 6'-1 7/8" 6'-1 7/8" D119A- INTERIOR DOOR ELEVATION V.I.F. V.I.F. 1/2"=11-0.1 DOOR HARDWARE SCHEDULE M M HARDWARE GROUP DESCRIPTION DOOR TYPE A) SWING 1 3/4" THICK SOLID CORE WOOD DOOR LEAF, 3/16"x3/16" ROUTED REVEALS, APPLIED TRIM AT JAMB & HEAD, SEE INTERIOR ELEVATIONS FOR FINISHES. B) POCKET 1 3/4" THICK SOLID CORE WOOD DOOR LEAF, 3/16"x3/16" ROUTED LEVEL 01 01 REVEALS, ROUTED SOLID WOOD FINGER PULL, APPLIED TRIM AT JAMB — — — — 20'-o^ — — — — 20'LEVEL 0" & HEAD, SEE INTERIOR ELEVATIONS FOR FINISHES. C) DOUBLE SWING (X2) 1 3/4" THICK SOLID CORE WOOD DOOR LEAVES, 3/16"x3/16" ROUTED REVEALS, APPLIED TRIM AT JAMB & HEAD, SEE INTERIOR ELEVATIONS FOR FINISHES. W104D- EXTERIOR WINDOW ELEVATION W104E - EXTERIOR WINDOW ELEVATION D) DOUBLE POCKET (X2) 1 3/4" THICK SOLID CORE WOOD DOOR LEAVES, 3/16"x3/16" 12"°1'-0" 112"=1.4. Seal/Signature ROUTED REVEALS, ROUTED SOLID WOOD FINGER PULL, APPLIED TRIM ANNOTATION LEGEND AT JAMB & HEAD, SEE INTERIOR ELEVATIONS FOR FINISHES. ED qRc HARDWARE TYPE - I ,��� LPN MAD 9 i�� L1) PASSAGE KNOB LATCHSET (NOT USED) SUN VALLEY BRONZE -CS-926 PASSAGE DOOR SET-WITH ( E LING FINISH TAG �, Z n� (REF. FINISH SCHEDULE) K201 MUSHROOM KNOB- S3 DARK BROWN PATINA FLOOR FINISH TAG L2) PRIVACY KNOB LATCHSET SUN VALLEY BRONZE- CS-F979PLMB MORTISE BOLT PRIVACY DOOR F �� 9 SET-WITH K201 MUSHROOM KNOB -S3 DARK BROWN PATINA (REF. FINISH SCHEDULE) �0F 4015 15 40 L3) ENTRANCE KNOB LOCKSET SUN VALLEY BRONZE -CS-950ML-NKC-MORTISE LOCKSET-WITH K201 MUSHROOM KNOB -S3 DARK BROWN PATINA WALL FINISH TAG Project Name 104 104 104 � � (REF. FINISH SCHEDULE) PRIVATE RESIDENCE L4) POCKET EDGE PULL SUN VALLEY BRONZE- EDG-100 EDGE PULL-S3 DARK BROWN PATINA � o � 103 103 L5) POCKET PRIVACY JAMB BOLT SUN VALLEY BRONZE -CS-FP2031ML-PR- POCKET DOOR PRIVACY M xx-xx JAMB BOLT-S3 DARK BROAN PATINA WALL/WALL BASE FINISH TAG xx—xx (REF. FINISH SCHEDULE)L6) POCKET RECESSED PULL TBD Project Number ANDERSON ANDERSON ANDERSON Pro 400 SERIES 400 SERIES 400 SERIES ELEMENT ELEMENT FINISH TAG 23009 HINGE TYPE TW21046 TW21046 TW21046 2'-75/8" s " 2'-75/8" [XX_XXX (REF. FINISH SCHEDULE) H1) EXPOSED SWING HINGE (X3) SUN VALLEY BRONZE- BH-4040 DOOR HINGE-4"x4" -S3 DARK DOUBLE HUNG DOUBLE HUNG DOUBLE HUNG 5'-41/2" WINDOW WINDOW WINDOW R.O. 0'-0„� ELEVATION TAG Description BROWN PATINA ti ANDERSON ANDERSON (FROM SURVEY POINT U.O.N.) WINDOW& DOOR SCHEDULE 80 H2) POCKET DOOR TRACK HAFELE -SLIDO- SLIDING DOOR TRACK SET(WITH SOFT CLOSE AND 400 SERIES 400 SERIES SOFT OPEN STOPS) 2'-11 5/8" 3 " 2'-11 5/8" " ol W DOUBLE HUNG DOUBLE HUNG FINISH TRANSITION MISC TYPE N 9'-07/8" WINDOW WINDOW LEVEL 01 R.O. (REF. TRANSITION DETAILS) Scale — Z1) DOOR STOP SUN VALLEY BRONZE- DS-6 DOOR STOP WITH RUBBER BUMPER- S3 — — _ LEVEL 01 20'-0" -4" FLOOR ELEVATION CHANGE As indicated ARK BROWN PATINA 20 -0 �—_10p (REF. SECTIONS & ELEVATIONS) Z2) COAT HOOK, SUN VALLEY BRONZE- CH5 HAMMERHEAD COAT HOOK-S3 DARK BROWN PATINA XXXXXX DOOR NUMBER TAG W104A W104B W104C- EXTERIOR WINDOW ELEVATION W103A W103B - EXTERIOR WINDOW ELEVATION (REF. DOOR SCHEDULE) 1/2°=r-o° vz°=r-a. Oxxx WINDOW NUMBER TAG (REF. WINDOW SCHEDULE) © 2022 SEAN MADIGAN E:\Dropbox\Madigan Chi Arch itecture\O1_Projects\23029_375 Parsons Blvd - Scott Masterson\01_Models\23029_375 Parsons Blvd - Scott Masterson.rvt FOUND. PLAN NOTES SCOTT MASTERSON 1 3" THICK CAST IN PLACE CONCRETE RAT SLAB. PRIVATE 4'-10" a' o" a' o° 5' o" a'-o" 5'-0' 4'-0" 4'-10" 2 REICMU NFORCEDDSEEON WALL, FULLY SECTON DETAIMORTARTEDAND 3 20"WIDE BY 8" THICK A RESIDENCE CAST IN PLACE REINFORCED CONCRETE FOOTING. SEE SECTION DETAIL. �' - - - - - I-Q,-I- - - - ► 0\— I-04 - - -+ 0 F - - - - I-�9E-+ - - -+O--f - 4 26" x26"WIDE BYI2"THICK CAST IN PLACE 375 PARSONS BLVD -5E _6E� � ,7,E � 8E � ,1.OE � �1E ,1-2E ,,,,1.3E REINFORCED CONCRETE FOOTING. SEE NOTES FOR 10 REINFORCEMENT. EAST MARION, NY 11939 r3=� 1 5 8" CMU PIER, FULLY MORTARTED AND REINFORCED. A-720 A-760 N N A-720 ALTERNATE COURSES TO INTEGRATE WITH PERIMETER FOUNDATION WALL. REINFORCEMENT 4'-111/2" 4'-0" 3' 1" 3-8" $2'-0112"(L 5'-0" 5'-0° 5'-0" 5'-0" 5'-0" 5'-0" 4'-10" TO MATCH PERIMETER FOUNDATION WALL. ARCHITECT - - -e — -0 - — - $ �+ - — - - - - 6 OMIT 2 CMU BLOCKS AT TOP OF WALL IN THIS - Madigan Architects, PLLC 1D D �J3D �/4DD� D V��D 7� - -� 8D - _ �� .0_ 10D - ��oAjD a2D LOCATION TO PROVIDE OPENING FOR CRAWLSPACE ��dIC�N 53610 Main Road VENTILATION. Architects Southold NY 11971 2a' 63/4" 7 PROVIDE OPENING IN CMU WALL IN THIS LOCATION +1 (203) 871-1939 M 3C —�J4C EL. 15'-1 3/ " " EL. 15'-1 3/ " FOR CRAWLSPACE ACCESS. M - 13 8 PROVIDE BEAM POCKET ON EITHER SIDE OF 1B _ _ - - - - 3 - - i- - - - - - - - - - - - - - - OPENING IN FOUNDATION WALL TORECIEVE B `� - - B - - - 46 � - - - - - -L3 - -- - - - T HEADER TO SPAN OPENING. 4' 0" 4' 0" 4' 0" N _. ..... 6. 18'-5 3/ ' ' I bW 3/4 EL. 15'-1 3/ 2 9 SCHEDULED HEADER(HO), REFER TO HEADER co 6 SCHEDULE ON FIRST FLOOR FRAMING PLAN ' I- - - - + - -i- - -� Q - - - - - - - -- - - - - - -' _��� 10 SCHEDULED BIGFOOT FOOTING WITH CONCRETE ' 4A sA 6A 7A u SONOTUBE PIER ABOVE, REFER TO FOOTING 1 11 1/2"' 4--0""' ' - 8" II" ' ' I — — — — N i ; vs" EL. 15',-5" 1 EL. 19'-1 3/ ° SCHEDULE BELOW. - - - - _ 11 DIMENSIONAL � ' ' L ACQ TIMBER POST CAST INTO T-10112" 7' 101/2" 7' 10 3/4" z �L. 15'-13/ " SONOTUBE FOOTING. REFER TO FOOTING& PIER I I I I I I I I E I I ' " EL..18'-1 7/ " � � f SCHEDULE BELOW. 2 EL. 18 -17/8 IT 12 4" LALLY COLUMN. SEE INTERIOR COLUMN I ' I 12 ,. 12 2 = SPECIFICATIONS BELOW. 8 v N N co 13 LOCATIONS FOR ANCHORS INTO FOUNDATION WALL 1 Olssue Date&Issue Description By Check L - - - - - — — L1 - - - - - - - - � CV zV F 2F 4 3F 5 4F N FOR HOLD DOWNS OF FLOOR FRAMING ABOVE. SEE 4 02115124 DESIGN DEVELOPMENT SQM SQM ,- - - - - - ► — - _ _ EL. 15 -9 3/ 63/1 ° 3/16" WALL SECTION DETAIL AND TYPICAL FRAMING 5 03/06124 ISSUE FOR PERMIT SQM SQM z3' 73/4" 5/ " DETAILS FOR MORE INFORMATION. j p EL. 15'-93/ " EL. 19 -13/ 2 I I A-720 i 7 EL. 15' 5 1 EL. 15'-1 3/4 I I � ' G 4 I 8 9L. 18'-5 3/ EL. 15'-9 3/ " VENT ° � I 6 ' ► I 1' 4" EL. 15'-1 3/ " eel i I • 1' 2° EL. 19'-13/ co 2 ` I 6 13 3 co I I 24'-3114" I I , I I � I I � I GENERAL NOTE I I ' I I • NOTES INDICATE ELEVATIONS OF STRUCTURAL I I CONCRETE WORK. I E I • DO NOT BACKFILL FOUNDATION UNTIL FLOOR t i I FRAMING HAS BEEN INSTALLED FOR LATERAL ' I i STABILITY. I � � I I ! I I ' I 1 I I J L— — — — — — — — — — — — — — — — — — — — I 1O>J 1 I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --_...._ --__ --�......-._......—.—...—.— --- I ❑ I I ❑ - - - - - - - - - - - - - - - - - - - - - - - - - - - ° ❑ 0 ❑ ° ❑ ° ❑ ° ❑ ❑ ❑ ° ❑ ° ❑ ❑ Seal/Signature E-D ARC MAp P tom. 10 FOUNDATION PLAN - LEVEL 01 �� �j O 040159 O� RESIDENCE FOUNDATION, FOOTING PIER' CALCULATIONS DECK FOOTING & PIER �+ /� J FOP We LOAD CALCULATIONS 1-1► N�TATI�N LEGEND Pro 'ectName INTERIOR FOOTING CALCULATIONS: INTERIOR COLUMN SPECIFICATIONS PERIMETER FOOTING SIZE: (NYS IRC TABLE R403.1(1)) TRIBUTARY AREAS PER FOOTING= SPECIFIED FOOTING & PIER SIZE_ PRIVATE RESIDENCE (AS MEASURED FROM DRAWINGS) (MIN. FOOTING ALLOWABLE PER NYS IRC TABLE R507.3.1) STRUCTURAL CONCRETE WALL TRIBUTARY AREAS PER FOOTING= 2F=ADUSTIBLE STEEL LALLY COLUMN DESIGN SNOW/LIVE LOAD: 20 PSF (MIN. POSTSIZE PER NYS IRC TABLE 507.4) (AS MEASURED FROM DRAWINGS) 4" DIAMETER 1 STORY WITH CRAWLSPACE 3'-1 3/4" HEIGHT 4A, 5A, 6A, 7A, 5D, 6D, 7D, 8D, 9D, 10D, 11D, 12D, TOP OF FOUNDATION WALL Project Number 1F= 42.64 SF (60PSF) 2,559 LBS PERIMETER FOOTING SIZE: 20"W x 8" D 19"x 6" MIN. PER CODE 4A= 15.36 SF 5E= 16.50 SF 2F= 82.15 SF (60PSF) 4,929 LBS 3F=ADUSTIBLE STEEL LALLY COLUMN ( ) 5A=27.36 SF 6E= 16.50 SF 5E, 6E, 7E, 8E, 9E, 10E,11 E, 12E, 13E: 23009 3F= 82.15 SF (60PSF) 4,929 LBS 4" DIAMETER (SEE WALL SECTION DETAILS) 6A= 30.79 SF 7E = 14.96 SF =BIGFODT BF20 (20" DIAM. MIN. PER CODE) TOP OF KNOTCHED FOUNDATION WALL 4F=44.43 SF (60PSF) 2,666 LBS 3'-1 3/4" HEIGHT PERIMETER FOOTING REBAR: (3)#4 REBAR CONTINUOUS 7A=23.09 SF 8E= 16.83 SF WITH V DIAM. SONOTUBE PIER ABOVE #4 HORIZONTAL REBAR @ 12"O.C. 1 B = 5.79 SF 9E= 16.83 SF OVERALL PIER& FOOTING HEIGHT= 3'-2 1/8" TOP OF FOUNDATION FOOTING 1 F= PIER FOOL-ING SEE WALL SECTION 2B= 10.68 SF 10E= 16.83 SF T.O. PIER ELEVATION = 18'-8 1/8" 2F= REINFORCED CONCRETE FOOTING PROVIDE 3"COVER ON B.O. FOOTING 3B= 10.23 SF 11 E = 16.83 SIF Description 26"x 26"x 12" (SEE WALL SECTION DETAILS) 4B = 5.74 SF 12E= 16.50 SF 3C, 4C, 1 D, 2D, 3D, 4D, 1 B, 2B, 3B, 4B: STRUCTURAL CONCRETE SLAB p 3C= 0.00 SF 13E= 12.48 SF = 14"SONOTUBE PIER 14" DIAM. MIN. PER CODE) FOUNDATION PLAN (3)#5 REBAR N-S ( ,, (3)#5 REBAR E-W 4C = 0.00 SF WITH 4x4 ACQ POST FULLY EMBEDDED PLYWOOD SUBFLOORING 3F= REINFORCED CONCRETE FOOTING 1D = 5.79 SF LEDGER 1 = PROVIDE 1/2"x 8"THROUGH BOLTS BOTH WAYS 26"x 26"x 12" 2D= 10.68 SF 37.70 SF TO BIND POST INTO FOOTING. (3)#5 REBAR N-S 3D = 10.23 SF OVERALL PIER& FOOTING HEIGHT= S-2 1/8" 0 -1 ® I STRUCTURAL COLUMNS LScale (3)#5 REBAR E-W 4D = 5.74 SF LEDGER 2= T.O. PIER ELEVATION = 18'-8 1/8" 114" - 1'-011 4F= PIER FOOTING SEE WALL SECTION 5D= 32.57 SF 41.03 SF ROOF RAFTERS & FLOOR JOISTS (SEE WALL SECTION DETAILS) 6D= 38.33 SF ALL PIERS AND FOOTINGS TO EXTEND BELOW FROST 7D = 38.33 SF LEDGER 3= DEPTH OF 3'-0" BELOW GRADE. SEE SECTIONS & 8D= 38.66 SF 29.46 SF ELEVATIONS FOR HEIGHTS OF PIERS 9D= 38.70SF 10D = 30.16 SF SOIL BEARING CAPACITY(1500PSF). 11D = 28.91 SF 12D= 19.65 SF AV M 100 © 2022 SEAN MADIGAN EADropbox\Madigan Chi Arch itecture\O1_Projects\23029_375 Parsons Blvd - Scott Masterson\01_Models\23029_375 Parsons Blvd - Scott Masterson.rvt FRAMING PLAN NOTES SCOTT MASTERSON 4 2x8 ACQ PRESSURE TREATED LEDGER BOARD. SEE PRIVATE 3 1 DETAIL FOR FLASHING AND FASTENERS. A-720 A-720 (A-70)0 37'-6" 5 2x8 ACQ PRESSURE TREATED DECK JOISTS SPACED mm 12" O.C. PROVIDE VYCOR DECK PROTECTOR TAPE RESIDENCE 111 4' 10" 4'-0" 4' 0' 5' 0" 4' 0" 5' 0" 4'-0" 4'-10" 1/4' ON TOPS OF ALL JOISTS 28 6 SISTERED DECK JOIST AT LOCATION WHERE DECK 375 PARSONS BLVD , ` BOARD PICTURE FRAME BEGINS. SEE g 9 0 26 Tco 28 CONSTRUCTION PLAN EAST MARION, NY 11939 5 P 10 6 8 2x8 ACQ PRESSURE TREATED HEADER JOIST. 11 9 (x2) 2x8 PRESSURE TREATED FLUSH WOOD BEAM. to SEE DETAILS FOR FASTENERS. PROVIDE VYCOR DECK PROTECTOR TAPE ON TOPS OF ALL FLUSH 4' 0" 3' 11" 3' 8" 1 0" 5' 0" 5' 0" 5' 0" 5' 0" 5' 0.1 4' 0" 11 M ARCHITECT BEAMS. 26 27 _ 27 _.... _ .� , , ._ �, PLLC 12 _ UH 10 JOISTS, ALTERNATED Madigan Architects, PROVIDE BLOCKING BETWEEN MAC? TO ALLOW FOR END NAILING. LOCATE BLOCKING Architects IG/�N 53610 Main Road 12 _ : ' Southold NY 11971 N 12 6 14 9 27 6 ABOVE SUPPORT BEAM. +1 (203) 871-1939 - 5 2 13 11 PROVIDE BLOCKING BETWEEN PERIMETER JOISTS W-760 4'- 3/ TO SUPPORT PICTURE FRAME DECK BOARDS 15 � 26 " 4 10 �V6 23 1 y 27 28 � ABOVE. 12 N - - -- M - - 23 12 2 12 4x4 PRESSURE TREATED POSTS. CAST DIRECTLY 4 10 /4" 11 INTO SCHEDULED CONCRETE PIER BELOW. o' o' 24 s' Iva° 24 s' PROVIDE 1/2" THROUGH BOLTS BOTH WAYS TO 15 30 8 .— 30 26 15 P13SECURE INTO PIER. LO 13 DECK TENSION TIES TO SUPPORT LATERAL LOADS \7111" 14 9 1 =2 F4" 29 10 ON DECK. PROVIDE BLOCKING BETWEEN FLOOR 6 JOISTS TO RECIEVE TENSION TIES. SEE TYP FRAMING DETAILS FOR MORE INFO. 5 `� I • 1'-4" 20 14 AT PIER TO BEAM CONNECTION, PROVIDE SIMPSON 6 10 11 24 TYP. ' STRONG-TIE�ABU46Z ADJUSTIBLE POST BASE, Lo PROVIDE 1/2 THICK SHIM FOR FITMENT, SEE 13 4 to i 10 10 24 TYPICAL FRAMING DETAILS, 4 26 T M > 1 A-701 zL Issue Date& Issue Description By Check 15 2x10 ACQ PRESSURE TREATED LEDGER BOARD. SEE 21 N DETAIL FOR FLASHING AND FASTENERS. 4 02115124 DESIGN DEVELOPMENT SQM SQM A-781 5 N 20 2x8 FLOOR JOISTS SPACED 16" O.C. 5 03/06/24 ISSUE FOR PERMIT SQM SQM 23 I 21 JOISTS TO OVERLAP EACHOTHER AT RIDGE BEAM 2 20 BY 4" MIN T01'-O" MAX. Aa2o Ho (BELOW) 22 PROVIDE INFILL JOIST BLOCKING 16" O.C. AT ENDS CV rF PARALLEL TO JOIST DIRECTION. 24 A-701 2 I 22 10 22 23 HEADER ABOVE, SEE HEADER SCHEDULE BELOW ® FOR SPANS, SPECIFICATIONS AND NUMBER OF KING 1„ AND JACK STUDS REQUIRED.. 24 24 AT ENDS OF EACH SHEAR WALL, PROVIDE SIMPSON -.- ___-- -- ---_-- -.-.-- STRONG-TIE HDU2-SDS2.5 HOLD DOWNS ANCHORED ------ - - - -- - THROUGH FLOOR INTO FOUNDATION WALL BELOW. 24 24 ... 23 ALSO PROVIDE SAME HOLD DOWN AT TOP PLATE OF WALL DIRECTLY ABOVE. 25 25 GREY HATCH INDICATES SCOPE NOT IN CONTRACT. ALL EXISTING FRAMING IN THIS AREA TO REMAIN. 26 AT ALL INTERMEDIATE JOIST TO FLUSH GIRDER { CONNECTIONS, PROVIDE SIMPSON STRONG-TIE I LUS28Z JOIST HANGERS. 27 AT ALL DOUBLE JOIST TO FLUSH GIRDER { CONNECTIONS, PROVIDE SIMPSON STRONG-TIE HUC28-2Z JOIST HANGERS, 28 AT ALL OUTSIDE JOIST TO FLUSH GIRDER CONNECTIONS, PROVIDE SIMPSON STRONG-TIE LUC26Z JOIST HANGERS. 29 AT LOCATIONS WHERE INTERMEDIATE JOISTS REST ON GIRDER BELOW, PROVIDE SIMPSON STRONG-TIE f H2A HURRICANE CLIPS. 30 AT LOCATIONS WHERE DOUBLE JOISTS OR END JOISTS REST ON GIRDER BELOW, PROVIDE SIMPSON STRONG-TIE SH2.5 HURRICANE CLIPS. Seal/Signature 1 ED qRC A-700 n FRAMING PLAN - LEVEL 01 -011 9j• 040159 O GENERAL NOTES FLOOR FRAMING NOTES HEADER FRAMING NOTES DECK FRAMING NOTES ANNOTATION LEGEND �0 NE�y Project Name PRIVATE RESIDENCE PROVIDE GCP VYCOR DECK PROTECTOR TAPE ON TOP EDGE FLOOR DESIGN CRITERIA: MINIMUM HEADER SIZE: (NYS IRC TABLE R602.7(1)) MINIMUM DECK BEAM SIZE: (NYS IRC TABLE R507.5) STRUCTURAL CONCRETE WALL OF ALL JOISTS, BLOCKING, BEAMS STRINGERS, OR ANY OTHER HORIZONTAL DECK FRAMING MEMBER. MIN. UNIFORM LIVE LOADS: 40 PSF (NYS IRC TABLE R301.5) HEADER DESIGN CRITERIA: BEAM DIMENSIONS: (X2) 2x8 DOUGLAS FIR-ACQ PRESS. TREATED UNIFORM DEAD LOAD: 20 PSF GROUND SNOW LOAD (Pg): 20 PSF MAX BEAM SPAN: 5'-0" (5'-4" MAX.ALLOWABLE) TOP OF FOUNDATION WALL Project Number PROVIDE 3/4" EXTERIOR GRADE PLYWOOD SHEATHING ON ALL BUILDING WIDTH: 20'-4" MAX BEAM CANTILEVER: 1'-0" (SPAN/4= 1'-3" MAX. ALLOWABLE) NEW EXTERICR WALLS. CENTER BEAM DESIGN: (PER MANUFACTURER) TOP OF KNOTCHED FOUNDATION WALL 23009 CENTER BEAM SPEC: (X2) 1 3/4"x 11 7/8" LVL(2.OE MIRCOLLAM) HEADER O (HO) BEAMS ARE INSTALLED IN FLUSH APPLICATION AT THE SAME ELEVATION OF JOISTS. TRIBUTARY WIDTH: 10'-2" HEADER DIMENSIONS: (X2) 3x8 DOUGLAS FIR 92 OR BETTER ALL JOISTS ARE FACE MOUNTED WITH JOIST HANGERS OR STRUCTURAL SCREWS. BEAM LENGTH: 23'-7 3/4" SEE TYPICAL FRAMING DETAILS FOR MORE INFORMATION. TOP OF FOUNDATION FOOTING BEAM SPANS(COLUMN SPACING): T-10 3/4"-T-10 1/2"-T-10 3/4" HEADER 1 (1-11) HEADER DIMENSIONS: (X2) 2x12 DOUGLAS FIR,#2 OR BETTER Description MIN. FLOOR JOIST SIZE: (NYS IRC TABLE R502.3.1(2)) HEADER SPAN: 6'-1" (8'-1"MAX. ALLOWABLE) MINIMUM DECK JOIST SIZE: (NYS IRC TABLE R507.6) STRUCTURAL CONCRETE SLAB FLOOR JOIST SPEC: 2x8 DOUGLAS FIR-LARCH#2 WINDOW FRAMING: 2 JACK STUDS FRAMING PLAN - LEVEL O1 FLOOR JOSIT SPACING: 16"O.C. 2 KING STUDS JOIST DIMENSIONS: 2x8 DOUGLAS FIR-ACQ PRESSURE TREATED PLYWOOD SUBFLOORING FLOOR JOIST SPAN: 10'-2" (11'-8" MAX ALLOWABLE) DOUBLE BOTTOM PLATE JOIST SPACING: 12" O.C. MAX JOIST SPAN: 8'-1" (12'-6" MAX. ALLOWABLE) 0 7 ® I STRUCTURAL COLUMNS Scale HEADER 2 (H2) MAX JOIST CANTILEVER: 0'-2" (1'-11" MAX. ALLOWABLE) HEADER DIMENSIONS: (X3) 2x12 DOUGLAS FIR,#2 OR BETTER 1/4" = 1'-0" HEADER SPAN: 9'-1" (10'-1" MAX. ALLOWABLE) DECK DESIGN LOAD CRITERIA: ROOF RAFTERS& FLOOR JOISTS WINDOW FRAMING: 2 JACK STUDS DECK DEAD LOAD: 10 PSF (NYS IRC TABLE 507.5 A) 2 KING STUDS MIN. UNIFORM LIVE LOADS: 40 PSF (NYS IRC TABLE R301.5) DOUBLE BOTTOM PLATE GROUND SNOW LOAD (Pg): 20 PSF (NYS IRC FIGURE R301.2(6)) ULTIMATE DESIGN WIND SPEED: 130 MPH (NYS IRC FIGURE R301.2(5)A) HEADER 3 (H3) HEADER DIMENSIONS: (X2) 1 1/2"x 14" LSL(1.5E-IMBERSTRAND LSL) MAX. BEAM MIDSPAN DEFLECT: U360 (NYS IRC TABLE 507.5 A) HEADER SPAN: 6'-3" MAX. BEAM CANT. DEFLECT: U180 (NYS IRC TABLE 507.5 A) pt POINT LOAD: 8,340 LBS MAX. JOIST MIDSPAN DEFLECT: U360 (NYS IRC TABLE 507.5 B) mmi 01 POINT LOAD LOCATION: 1'-6 1/2" FROM END MAX. JOIST CANT. DEFLECT: U180 (NYS IRC TABLE 507.5 C) HEADER FRAMING: 2 JACK STUDS 2 KING STUDS © 2022 SEAN MADIGAN E:\Dropbox\Madii]an Chi Arch itecture\O1_Projects\23029_375 Parsons Blvd - Scott Masterson\01_Models\23029_375 Parsons Blvd - Scott Masterson.rvt FRA ING PLAN NOTES SCOTT MASTERSON 1 2x6 ROOF RAFTERS SPACED 16" O.C. MIN. PRIVATE 2 PROVIDE BLOCKING BETWEEN RAFTERS AT A-zoo MIDSPA N, ALTERNATED TO ALLOW FOR ENDNAILING. RESIDENCE 2 3 PROVIDE BLOCKING BETWEEN RAFTERS ABOVE TOP PLATE. 375 PARSONS BLVD 4 RIDGE BEAM- (3) 1 3/4"X 18" LVL(2.OE MICROLLAM) 5 2x6 RAFTER END FASCIA BOARD, ORIENTED PLUMB EAST MARION, NY 11939 6 WHEN RAFTER& STUD BELOW ARE ALIGNED, A-720 PROVIDE SIMSPSON STRONG-TIE H2A HURRICANE CLIPS. SEE TYPICAL FRAMING DETAILS FOR MORE INFORMATION. 7 WHEN RAFTER AND STUD ARE NOT ALIGNED OR ARCHITECT THERE IS A HEADER BELOW, PROVIDE SIMSPSON Madigan Architects, PLLC STRONG-TIE H1A HURRICANE CLIPS. SEE TYPICAL MADIGAN 53610 Main Road Architects Southold NY 11971 2a'-63/4" FRAMING DETAILS FOR MORE INFORMATION. +1 (203) 871-1939 8 WHEN VERTICAL STUDS ARE INTERRUPTED BY TOP 5 PLATE, PROVIDE SIMPSON STRONGTIE VERTICAL ......................._ ............ . ... . . STRAPPING, SEE TYPICAL FRAMING DETAILS. ---...... 9 AT CONNECTION BETWEEN INTERMEDIATE RAFTERS 7 6 3 AND RIDGE BEAM, PROVIDE SIMPSON STRONG-TIE LRU26Z RAFTER HANGERS. 10 AT CONNECTION BETWEEN END RAFTERS AND I It 7.1 j 2 RIDGE BEAM, PROVIDE SIMPSON STRONG-TIE 8 _..._... ..._......_. 1'-4" _ _- _... . . __ __ ........._... ._.._:- � LSSJ26LZ/LSSJ26RZ RAFTER HANGERS. 11 EXISTING ROOF TO REMAIN. TYP. 10 9 ILL eLJL l" L 5N 1 A-701 Olssue Date& Issue Description By Check 4 N 4 02/15/24 DESIGN DEVELOPMENT SQM SQM 5 03106124 ISSUE FOR PERMIT SQM SQM 8 A-720 8 1 1 IF_LIE- A-701 ® 2 J i _11 11 - ---- - - - 11 SHEET NOTES Seal/Signature 1 '(ERE D ARC A-700 ��� LPN MAp 0 FRAMING PLAN - ROOF * k•; 0401 59 p� TBB GENERAL NOTES RIDGE BEAMAFTER NOTES ANNOTATION LEGEND Project MOTES R Foy, N�� 'ectName FOR ANY CONNECTIONS NOT MENTIONED, FOLLOW TABLE R602.3(1) IN THE MINIMUM RIDGE BEAM SIZE: (PER MANUFACTURER) MINIMUM ROOF RAFTER SIZE: (NYS IRC TABLE R802.4.1(3)&TABLE R802.4.1(1)) PRIVATE RESIDENCESTRUCTURAL CONCRETE WALL NYS IRC 2020. RIDGE BEAM DIMENSIONS: (3) 1 3/4"X 18" LVL(2.OE MICROLLAM) RAFTER DIMENSIONS: 2x6 DOUGLAS FIR#2 OR BETTER RIDGE BEAM SPAN: 23'-10" RAFTER SPACING: 16"O.C. TOP OF FOUNDATION WALL Pro ect Number MAX RAFTER SPAN: 9'-6" (10'-10"MAX.ALLOWABLE) J RIDGE BEAM TRIBUTARY AREA: 278 SF ROOF DESIGN LOAD CRITERIA: TOP OF KNOTCHED FOUNDATION WALL 23009 MAX. RIDGE BEAM DEFLECT: L/180 (TOTAL LOAD) ROOF DEAD LOAD: 20 PSF MAX. RIDGE BEAM DEFLECT: U240 (LIVE LOAD) ROOF LIVE LOADS: 20 PSF (NYS IRC TABLE R802.4.1(1) TOP OF FOUNDATION FOOTING RIDGE BEAM CANTILEVER: 0" GROUND SNOW LOAD (Pg): 20 PSF (NYS IRC FIGURE R301.2(6)) ULTIMATE DESIGN WIND SPEED: 130 MPH (NYS IRC FIGURE R301.2(5)A) STRUCTURAL CONCRETE SLAB Description ROOF SLOPE: 5":12" (NYS IRC TABLE R301.6) FRAMING PLAN - ROOF ROOF LIVE LOADS: 16 PSF (0-200 SF OF TRIBUTARY AREA) PLYWOOD SUBFLOORING 14 PSF (201-600 SF OF TRIBUTARY AREA) 12 PSF (201-600 SF OF TRIBUTARY AREA) 0 7 ® I STRUCTURAL COLUMNS Scale MAX. RAFTER DEFLECT: U180 (TABLE R802.4.1(3)) ROOF RAFTERS & FLOOR JOISTS RAFTER CANTILEVER: 13" (24" MAX. PER NYS IRC R802.7.1.1) VAULTED CEILING-RAFTERS NOT CONNECTED TO CEILING MAX RAFTER KNOTCH: 1 3/8" (D/4 MAX. PER NYS IRC R802.7.1.1) MIN. RAFTER BEARING: 1 1/2" (PER NYS IRC R802.6) PROVIDE BLOCKING BETWEEN RAFTERS AT MIDSPAN. Aml PROVIDE BLOCKING BETWEEN RAFTERS AT TOP PLATE OF WALL. © 02 2022 SEAN MADIGAN EADropbox\Madigan Chi Arch itecture\O1_Projects\23029_375 Parsons Blvd - Scott Masterson\01_Models\23029_375 Parsons Blvd - Scott Masterson.rvt CONST. PLAN NOTES SCOTT MASTERSON 37'-8" 1 1 PROPANE CONNECTION FOR GRILL, SEE SITE PLAN PRIVATE I FOR LOCATION OF PROPANE TANK I A-720 A-700 1 2 DIRECT MODORE ENT GAS FIREPLACE- EUROPEAN HOME- RESIDENCE A-720 .............................................�.........__.._.............._............._........_.................................................................................................... ... . .......... 3 VENTS THROUGH EXTERIOR FACADE FOR GAS - FIREPLACE. SEE EXTERIOR ELEVATIONS FOR 375 PARSONS BLVD I LOCATIONS of VENTS. EAST MARION, NY 11939 1 4 REPLACE KITCHEN FLOORING WITH SCHEDULED I NEW FLOORING. NO OTHER SCOPE OF WORK IN t; I f KITCHEN. I "1 _..._. 5 3l4" FLOORING WITH f , . 3112" 31/2„ EL. 19 -4 ;, ,;; ` o SCHEDULED NEW FLOORING. SEE INTERIOR ARCHITECT TRASH BINS 31 3'-41/4' 3' 71/2 3 3 41/2 31 ♦ - - 1 117 . ..... . - N ELEVATIONS FOR FINISHES PLLC - - ---- -- ------ -— - - ------ - Road DECK Madigan Architects .... I:. j i; .r• 9 4 1 MAD S t Id NY 1197 118 _. __.-.. � ! ) 2Ar��teas r 53o610oM 1 I + SHOWER _ _ 760 �M +1 (203) 871 1939 1 116 �, 7'-51/8" 3'-03/8" 6'-7" + N N D1 4H 1 4 1 4 I o - EL.19'-4" N r '�l'2" �v ti v^s�Jv AN is 4 _... :- _ 21'-101/2" 51/ ' I CL _ ...................... ................_..... . Y CL 115 �- y`r 103 - .�' 103 119 ~� f co 104 4'-81/2" 10'-1 3/4" I , yy DN f I 1 BATHROOM EL. 19'-11 1/ ° I I. 4 _ 2 i'-7 3/4' GREAT =* I _ Issue Date& Issue Description By Check 41 3 v2° 3112" ROOM ! `" 1 A-701 DININGa 104 0 3 02/01/24 SCHEMATIC DESIGN SQM SQM f f ROOM EL.20'-0" N I BEDROOM `, 112 103 N 4 02/15/24 DESIGN DEVELOPMENT SQM SQM Zo _ 5 03/06/24 ISSUE FOR PERMIT SQM SQM I f 1 2 ` M i BATHROOM i t �_JgMkEN 111EL.20 0" zt CA-7)01 � 2 104 y 4 , ✓ it I � OJ 1 CL 104 104 104 HALL 1 106 24'-6 3/4" I LIVI G ROOM I BEDROOM 101 1 109 BE ROOM 1 07 i I I o , o Io 1 PORCH 100 1 I 1 i I Seal/Signature 1 I 1 4 ED ARC MAp A-700 � 1 CONSTRUCTION PLAN - LEVEL 01 1/4" = 1'-011 S'j, 0�0159 0 ('''� FCF NE�� ANNOTATION LEGEND Project Name PRIVATE RESIDENCE EXISTING CONSTRUCTION TO REMAIN NEW PARTITION Project Number NEW STRUCTURAL CONCRETE WALL 23009 NEW WALL FINISH MILLWORK Description CONSTRUCTION PLAN -LEVEL 01 �— LINE OF MILLWORK ABOVE ]X4X] PARTITION TYPE TAG Scale (REF. PARTITION TYPES) 1/4"= 1'-0" XXXXXX DOOR NUMBER TAG (REF. DOOR SCHEDULE) Ref. North xxx WINDOW NUMBER TAG (REF. WINDOW SCHEDULE) AR=201 © 2022 SEAN MADIGAN E:\Dropbox\Madigan Chi Arch itecture\O1_Projects\23029_375 Parsons Blvd - Scott Masterson\O1—Model s\23029_375 Parsons Blvd - Scott Masterson.rvt CONST, PLAN NOTES SCOTT MASTERSON 1 EXISTING ROOF TO REMAIN. PRIVATE 2 NEW ASPHALT SHINGLE ROOFING. REFER TO RESIDENCE SECTION DETAILS FOR MORE INFORMATION ABOUT ROOF CONSTRUCTION AND SPECIFICATIONS, 375 PARSONS BLVD EAST MARION, NY 11939 ARCHITECT E Madigan Architects, PLLC MADIGAN 53610 Main Road Architects Southold NY 11971 A-700 +1 (203) 871-1939 2 - - - —---- �= - �_ ---=---u=------ - --- --- _ - -- -- ------ - _ sue.. .. _ f : I .........................................................................................._.........................._.............................................. ............. ... . i r .... .. u I 24 11 1/4„ i i, 9 ]Issue Date& Issue Description By Check n i .. .. f' 3 02/01/24 SCHEMATIC DESIGN SQM SQM .... _]£ _ 4 0215124 DESIGN DEVELOPMENT SQM SQM 5 03/06/24 ISSUE FOR PERMIT SQM SQM w o , _.. ....... .....__..........._....... _ x p w � _ 20- LL ......................... - .........._. ........,...... Q o i V N 1 A-701 2 a~i a A-720 o XO lu�j `a\o U O N n 0 CA-701) 2 F-1 i Seal/Signature i -- '(ERED ARC ' -- - C-)�p.N MAD 1 -- - Ix 0 0159 QQ" ANNOTATION LEGEND �OFNE�`` Project Name _ PRIVATE RESIDENCE ' EXISTING CONSTRUCTION TO REMAIN NEW PARTITION Project Number ' 1 NEW STRUCTURAL CONCRETE WALL 23009 A-700 NEW WALL FINISH -�-- MILLWORK Description CONSTRUCTION PLAN - ROOF LINE OF MILLWORK ABOVE ]X4X] PARTITION TYPE TAG Scale (REF. PARTITION TYPES) 1/4" = 1'-0" XXXXXX DOOR NUMBER TAG (REF. DOOR SCHEDULE) Ref. North ]�] CONSTRUCTION PLAN - ROOF 1/4" = 1'-0" WINDOW NUMBER TAG xxx (REF. WINDOW SCHEDULE) A=202 © 2022 SEAN MADIGAN E:\Dropbox\Madigan Chi Arch itecture\01_Projects\23029_375 Parsons Blvd - Scott Masterson\01-Model s\23029_375 Parsons Blvd - Scott Masterson.rvt FINISH LEGEND SCOTT MASTERSON CODE PRODUCT PRIVATE ASPHALT AS-01 ASPHALT SHINGLES-GAF-HDZ-COLOR TBD. RESIDENCEPLASTIC PL-01 5/8"PVC TRIM PAINTED WHITE TO MATCH HOUSE TRIM. BOARD WIDTHS AS REQUIRED TO ACHIEVE DESIGN.(VERSATEX) 375 PARSONS B LVD PL-02 1"THICK COMPOSITE DECK BOARDS&FASCIA-VINTAGE WOOD COLLECTION-COASTLINE EAST MARION, NY 11939 WD-01 WESTERN RED CEDAR SHINGLES-ROYAL-24"x 4/2" WD 02 1x6 FINISH GRADE CEDAR LUMBER(RBS) 1 ROOFING CLADDING A-720 ARCHITECT AS 01 WD 02 Madigan Architects, PLLC MADIGAN 53610 Main Road Architects Southold NY 11971 - - - - - - ROOF _-. - - 32'-1R�1/2� +1 (203) 871-1939 3 A-720 V E L �EL 02 - - - - - � SOFFIT&FASCIA 28'-63/4" TRIM 0 SHEET N®TES - 104 104 TRIM D104H CLADDING 2 \ WD 01 DECK BOARDS A-760 - - 1,._ — FASCIA — — 1 ---- ~-- — — — LEVEL 01 � Issue Date& Issue Description By Check PL-02 20'-0� ............. ........ .. - 3 02/01/24 SCHEMATIC DESIGN SQM SQM ..;.._ ...q I ........ ....._..._..s ............... .... — - -- - ---- f - - - --- - -- ;, - - -_- € ; .. .. 4 02/15/24 DESIGN DEVELOPMENT SQM SQM I - - - - t t I - . ........ .......... . . ............ . : , SUE FOR PERMIT SQM SQM . ..... . . .._... - ...... {t i � '.' _ - - 61 IS € - - .. _ ' / I . y\ ...... ........ .. ... i .. ...... ♦ ..... .... .......... y ..,.,,. I ......... i ! .... ......-.... 4 ......... t .. ....... - 13 3 3/4 `P i LEVEL 00 Ad t} .,.._. ....i ....., i_ ..... I........ ........... ... _ .......... -- _. I i n EXTERIOR ELEVATION - EAST 1 A-720 ROOFING AS-01 ANNOTATION LEGEND ROOF 32'-11 1/2„ 0 - -- - XX XX CEILING FINISH TAG - - (REF. FINISH SCHEDULE) R ESeal/Signature - _ LEVEL 2 FLOOR FINISH TAG L EL 0 (REF. FINISH SCHEDULE) `5-tER��ARC'Si SOFFIT&FASCIA �U�4,PN � PL o1 - WALL FINISH TAG 2 � TRIM (REF. FINISH SCHEDULE) f*= ' 104 104 104 TAG �, Q TRIM xx xx WALL/WALL BASE FINISH 1 c1 040159 II KI PL o1 xx-xx (REF, FINISH SCHEDULE) of NEB O CLADDING ELEMENT ELEMENT FINISH TAG Project Name wD o1 �XX=XX� (REF. FINISH SCHEDULE) PRIVATE RESIDENCE - - - - - LEVEL 01 _ u I 20 o Oi_0„� ELEVATION TAG -- - (FRO SURVEY POINT U.O.N.) Project Number - - I[ -- M .......... _.. _... ,........_ _ 23009 --... ---: - - - --- .._ - - - - - -- - -_.. -- ♦ i - f -- FINISH TRANSITION I- . _..-... ......... _.._ . {.. .... DETAILS) -. _ .�. (REF. TRANSITION DE i - - --- _ ......... --. . --�---- -.- - -- � � --�--- -4 Description - - - __ ri pt. - - ---- f _.._._. - --- --- _ __.»_. -- - -- - ---- _._ FLOOR ELEVATION CHANGE _. a -- - T ........... - _ _ EXTERIOR ELEVATIONS �. - - _ (REF. SECTIONS & ELEVATION - - - _._ T - -- - -- - - - - - --- .......... ... ................ - - ... —..._. - 0.....__....... _.__. UU( DOOR SCHEDULE)TAG ( Scale 114"= 1'-0" 1 EXTERIOR ELEVATION - WEST xxx WINDOW NUMBER TAG (REF. WINDOW SCHEDULE) � 1/4" 1' 0" ®7 © 2022 SEAN MADIGAN E:\Dropbox\Macligan Chi Arch itecture\O1_Projects\23029_375 Parsons Blvd - Scott Masterson\01_Models\23029_375 Parsons Blvd - Scott Masterson.rvt FINISH LEGEND SCOTT MASTERSON 2 CODE PRODUCT PRIVATEA-720 ASPHALT AS-01 ASPHALT SHINGLES-GAF-HDZ-COLOR TBD. RESIDENCEPLASTIC PL-01 5/8"PVC TRIM PAINTED WHITE TO MATCH HOUSE TRIM. BOARD WIDTHS AS REQUIRED TO ACHIEVE DESIGN.(VERSATEX) 375 PARSONS B LVD PL-02 1"THICK COMPOSITE DECK BOARDS&FASCIA-VINTAGE WOOD COLLECTION-COASTLINE EAST MARION, NY 11939 WD-01 WESTERN RED CEDAR SHINGLES-ROYAL-24"x 4/2" WD-02 1x6 FINISH GRADE CEDAR LUMBER(RBS) ROOFING AS-01 SOFFIT&FASCIA ARCHITECT PL Oil Madigan Architects, PLLC ROOF MADIGAN 53610 Main Road 32'-11 1/2" Architects Southold NY 11971 +1 (203) 871-1939 — _ — — — —TRIM — —LEVEL 02 PL01 28'-63/4"� TRIM CLADDING WD-01 SHEET NOTES LEVEL 1 AIL 11 _E i 20' Ofl - _ _ - lo _. E _: ......... .... . .. Alss Description By Check r ... . .............. _ _.. . __., w. - - - ---- .._._.. --- - - - - - ---- --- .. -- -- -- 3 02/01/24 Issue SCHEMATIC DESIGN SQM SQM - - -- -- I - - - - - ---- - - + -- I 4 02115/24 DESIGN DEVELOPMENT SQM SQM — I .. : ... ... !........ ._......... ::... , ......... .. ....... - I , 5 03/06/24 ISSUE FOR PERMIT SQM SQM _. . ........ _� _ -__� .. .. .......... - - - - -- -- --- - - - - -- - - - - - -- -- LEVEL 00 --- m - - ---- ---- - - 13 3 3/4......... .. _ ... .... .. .......... _ .... .. _..... .:...:....... ........ _. _.. ... _........... __.. i , : ............... ............. ................. . ............. _.._ _ .......... _ _.i 2 EXTERIOR ELEVATION - NORTH 1/4" = 1'-0" 2 A-720 ROOFING AS-01 BOARD&BATTEN PL01 ANNOTATION LEGEND TRIM PL-01 RO `P 32'-11 1/2" XX-XX CEILING FINISH TAG (REF. FINISH SCHEDULE) Seal/Signature 0000 ® - FLOOR FINISH TAG RED q (REF. FINISH SCHEDULE) �E RC,S, _ _ _LEVEL 02 ��5 N MAD ,jx - 104 - 104 28'-6 314" WALL FINISH TAG � -�► SOFFIT&FASCIA (REF. FINISH SCHEDULE) * �- PL-01...GAS TAG - TRIM XX-xx ALL/WALL BASE FINIS FIREPLACE I W H SIT 040159 0 VENTS. PL-01 xx-xx (REF. FINISH SCHEDULE) c� �� NE�� PER MNFG CLADDING REQs. wD o1 ELEMENT ELEMENT FINISH TAG Project Name [XX-XX] (REF. FINISH SCHEDULE) PRIVATE RESIDENCE 0,_O,, LEVEL.... o� �- ELEVATION TAG - -- - - - - - -- -- (FROM SURVEY POINT U.O.N.) Project Number 1 23009 -- ! FINISH TRANSITION _..._ ............• f (REF. TRANSITION DETAILS) .. _ _ --- z Ott Description - _ FLOOR ELEVATION CHANGE p ........:. ... ........ ......... ..__ ............ L_ __ d - � - -- ---..,.. -� EXTERIOR ELEVATIONS ......... .......... _. - _ _. _ - - --10" (REF. ELEVATIONS) _....- _. SECTIONS & - .. _ _M _ __ ,_. _ ! _. .. ..... OR NUMBER TAG _ XXXXXX I ......... 0 _i (REF. DOORSCHEDULE)R 00 Scale 1/4" = 1 t-Ott xxx WINDOW NUMBER TAG (REF. WINDOW SCHEDULE) n EXTERIOR ELEVATION - SOUTH ' 1/4" = 1'-01 1 A=701 © 2022 SEAN MADIGAN E:\Dropbox\Madigan Chi Architecture\01_Projects\23029_375 Parsons Blvd - Scott Masterson\01_Models\23029_375 Parsons Blvd - Scott Masterson.rvt SCOTT MASTERSON 2 PRIVATE A-720 1/ " RESIDENCE -9 — — — — 32'-11 375 PARSONS BLVD EAST MARION, NY 11939 0 LEVEL0022 ........ -- ---- ' — I LEVE3/4 ARCHITECT 28' 2'/86 3/4 Madigan Arch itects, PLLC28 -6 II MADIGAN 53610 Main Road Architects Southold NY 11971 +1 (203) 871-1939 y i I 1 I I � I 15' GAS FIREPLACE, f I A760 LEVEL 01� 20'-0" < - 1 I _ LEVEL 01 1 20'-0" , . ..,......,..........I II .,...!.......i......II...-I-. Ii.._............-....I _I— !! :__I_,� : - -:--!..I,.......-............-...---._..-._........._....! .-..-.....- ....-.._..i....I;.. Ii -.— .. _3.� ' ai ... , ;I...Ii....................- —...1_! ..._._.!:!....�.......Ii._.i ..........._....... _�........-T� I ....-I..j...: .._-..I ......I.....--.........-.=,—.. -:-1-I-Io_ -i I---ii i..fI. r-. .-.Ik...-......_I1........... 1�-- —;I ,_..-..!L..._......._..— _ . ..1 ......_I ..1.....- _..._1. .- - --- .... I ssue D a te�&�Is � sQuNe Description AcRr i �t2io n= !__ � BY Check SQM SQM- 1 11103123 FEASIBILITY STUDY. 5 03106124 ISSUEOERMIT SQM SQM .... � ;._._........... .............. .............. ,..............71 .! ....._........_ ..............._- __............... ...... I LEVEL 00.......... 13 3 3/4 ..._......... _. ... ........ .'. ..-........_. _....: _ ................... _............ ................... _.... BUILDING SECTION DECK TRANSVERSE BUILDING SECTION TRANSVERSE 3/8" - 1'-0" A-720 1F 32'-1 1/PP Seal/Signature ... — ............. 28'-6 3/4"Li MApN-A 04 01 OF N i LEVEL 01 Project Name 200" PRIVATE RESIDENCE ----------------- Project Number .._......... ........... 23009 .....__ ......._........ ............ .............. ................. . ............. LEVEL 0-- — 13 33/4-.......... I - Description ........ ......... ............... BUILDING SECTIONS ......... .............-- ............ Scale As indicated BUILDING SECTION - LONGITUDINALIJ >00 ®� 1/4 - 1 -G © 2UA 2022 SEAN MADIGAN E:\Dropbox\Madigan Chi Architecture\01_Projects\23029_375 Parsons Blvd - Scott Masterson\01_Models\23029_375 Parsons Blvd - Scott Masterson.rvt • � ^ (GAF AHDZOCO OR TO MATCH EXISTING) SCOTT MASTERSON Y ICE&WATER SHIELD (GRACE) X d BLOCKING BETWEEN RAFTERS PRIVATE 3/4" PLYWOOD SUBSTRATE WHITE ALUMINUM FLASHING (WHITE) EL.28'- 518" INTERIOR CEILING WOOD FINISH RESIDENCE SEE RCP5zi DECORATIVE NON-STRUCTURAL '= I % ALUMINUM GUTTER HOLLOW WOOD BEAMS fr" '`` I (WHITE) 375 PARSONS B LVD SEE RCP r EAST MARION, NY 11939 ALUMINUM LEADER Q FILL ROOF CAVITY WITH CLOSED CELL �.I (WHITE) _ SPRAY FOAM INSULATION(R38 PROSEAL) I FASCIA BOARD (AZEK-WHITE) DOUBLE TOP PLATE, TYP. I _ ii"r 11 SOFFIT BOARD (AZEK-WHITE) SCHEDULED WINDOW HEADER - ARCHITECT SEE FRAMING PLANS CEDAR SHINGLES ° Madigan Architects, PLLC (CERTIGRADE-WESTERN RED- ROYAL 24X4/2") MADIGAN 53610 Main Road Architects Southold NY 11971 SELF ADHERED HOUSE WRAP WRB +1 (203) 871-1939 (BENJAMIN UPDYKE- HYDROGAP SA) WINDOW TRIM (AZEK-WHITE) POSITIVE LAP OF WRB OVER FLASHING TAPE i-' PEEL&STICK FLASHING TAPE (BENJAMIN OBDYKE- HYDROFLASH) SCHEDULED DOUBLE HUNG WINDOW SEE WINDOW SCHEDULE t` M Dlssue Date & Issue Description By Check 5 03/06/24 ISSUE FOR PERMIT SQM SQM i PEEL&STICK FLASHING TAPE (BENJAMIN OBDYKE- HYDROFLASH) POSITIVE LAP OF - FLASHING TAPE OVER WRB SCHEDULED LAMINATE FLOORING I ` SEE INTERIOR ELEVATIONS ' ! BENJAMIN UPDYKE-HYDROGAP SA) / ! SCHEDULED EXTERIOR CLADDING / N SEE EXTERIOR ELEVATIONS. VAPOR RETARDANT iA I FLOORING UNDERLAMENT } . BATT INSULATION BETWEEN STUDS / 3/4" EXTERIOR GRADE r' CORNER TRIM BEYOND' . I (R15 ROCKWOOL COMFORT BATT) PLYWOOD SHEATHING / f/ ;. I SUBFLOOR X• r " I (ADVANTECH) X CLOSED CELL SPRAY FOAM INSULATION �/ / I POSITIVE LAP OF WRB OVER VYCOR (R14 PROSEAL) EXISTING FLOOR FINISH I { 1 x TO REMAIN ' / :' I PEEL&STICK FLASHING TAPE `'' ! _ _ _ LEVEL n •' .�.. ' : I VYCOR PEEL& STICK FLASHING TAPE % CEDAR SHINGLES a 3/4"SUBFLOOR I LAPS DOWN SHEATHING OVER LEDGER s "' � '� (CERTIGRADE-WESTERN RED- (ADVANTECH) V ,I BOARD. o J E ! o ROYAL 24X4/2") LEVEL 01 RIM JOIST, SEE FRAMING PLANS fir ! 20'-0" 2x6 ACQ PRESS URE TREATED SILL PLATE 2x8 FLOOR JOISTS -. SEE FRAMING PLAN ` I SCHEDULED DECK BOARDS • /\ — CAST-IN ANCHORS BATT INSULATION BETWEEN JOISTS 1/2"x 9 1/2"J BOLT WITH NUT&WASHER SEE CONSTRUCTION PLAN, EXTERIOR - z� I EVERY 4'-0"O.C. MIN. (R30 ROCKWOOL COMFORT BATT) f I ELEVATIONS &TYP FRAMING DETAILS �� `: - �:_ 1, .• - ' i coAND WITHIN 12 OF CORNERS BATT INSULATION BETWEEEN f �< FLOOR JOISTS — l . 1 I ....... .. . ROCKWOOL-COMFORT BATT "� "` - COPPER TERMITE SHEILD ( ) OPENING IN FOUNDATION WALL _..... - 't I 3/4" --- --- -- --— OPEN 3/4" FOR CRAWLSPACE VENTILATIONREINFORCEMENT SCHEDULED DECK JOISTS. '-' --`-_� — -- -- - CONTINUOUS HORIZTONAL / >1 SEE FRAMING PLAN & FRAMING DETAILS CLOSED CELL SPRAY F OAM INSULATION _ ................... -- 2x8 RIM JOIST (2)#4 REBAR (0" LAP SPLICES) .......... Seal/Signature ignature r (R14 PROSEAL) ( !-- r SCHEDULED JO ST HANGER BOND BEAM SEE TYP. FRAMING DETAILS S — I --i - ED A C' _ : l� i VENTED ACQ PRESSURE TREATED , • / SCHEDULED DECK JOISTS i — �— I I—I ' I 8"CMU FOUNDATION WALL 2x6 SILL PLATE - '� o CRAWLSPACE C� /f ° SEE FRAMING PLANS ( i . , I ( ( I j Z �► (FULLY GROUTED) z HORIZONTAL SCHEDULED LATERAL TENSION TIES I i ,. ---! — FIBERED ASPHAST DAMPPROOFING REINFORCEMENT SEE FOUNDATION WALL MOUNTED TO END RIM JOISTS ONLY -; I ! -- (HENRY 789) ",�_, SEE FRAMING PLAN & DETAILS - - I - -S'�• 040159 O� SECTION DETAIL S ._..�_—�— I (- ='. — .( M DECK SPACERS AT LEDGER BOARD ---- : �._-............._..:--, -! (_-- -- OF NE\N ANCHORS ! ._ _................_.. .. .................: VERTICAL REINFORCEMENT /� — --! -- i — .! —__. _____; ! I _ #4 REBAR EVERY O.C. Project BOND BEAM �, ante _- -- — --- '° SHEDULED ANCHORS FOR LEDGER -- � — PRIVATE RESIDENCE , BOARD TO CMU FOUNDATION. SEE 8" CMU FOUNDATION c, . :..__........_ ! .._ r-....- � : , FRAMING DETAILS. DOWEL HOOKED WALL y #4 REBAR EVERY 48„O.C. - 2x10 LEDGER BOARD ti vProject Number r SEE FRAMING PLAN & FRAMING DETAILS �` � z I I GEOTEXTILE FABRIC _ w. CAST IN PLACE CONCRETE RAT SLAB ~ sw _.V . �.. .. I_ 23009 VERTICAL I COPPER TERMITE SHEILD � �� C ......_L.- — GRAVEL FILL AROUND FOOTING REINFORCEMENT ` c )c SEE FOUNDATION WALL K 10 MIL POLYETHYLENE VAPOR BARRIER } t. tt ....... _......._....!.— CONTINUOUS HORIZTONAL 63116 1`- �i" � SECTION DETAIL R.. GRAVEL FILL BENEATH DECK REINFORCEMENT COMPACTED GRAVEL FILL NO FINES ,; %` '7c '�� }.. i— J t . >.:..,� 3 #4 REBAR 30" LAP SPLICES I ;��. .'�• '.y •.�: � A.. ;y ..�::-r. ( ( ) Description - ---- ----! ----- ! ---' ' i 1 I _ :w � �. -1 GEOTEXTILE FABRIC "��f� E A E EXTERIOR SECTION DETAILS WEED BLOCKER BENEATH GRAVEL i f yn. S HORIZTONAL REINFORCEMENT !.:.........::.: ..._..........: ' ..._.........:..: - DAMPPROOFING UNDISTURBED SOIL COMPACTED. #4 REBAR EVERY 12" - TING CAST IN PLACE CONCRETE FOOTING —) ! :—; , — —) u, � .• Scale 4000 PSI MIX s indicated : t i, , n SECTION DETAIL - LEDGER TO DECK CONNECTION n SECTION DETAIL - EXTERIOR WALL A=760 © 2022 SEAN MADIGAN E:\Dropbox\Meidigan Chi Arch itecture\01_Projects\23029_375 Parsons Blvd - Scott Masterson\01_Models\23029_375 Parsons Blvd - Scott Masterson.rvt (8) 0.148 x 1-1/2"GALVANIZED NAILS OR (8)0.148 x 1-1/2"GALVANIZED NAILS OR TYP ■ FRAMING NOTES SCOTT MASTERSON DOUBLED DECK JOIST AT (6)#9 x 1-1/2"SD CONNECTOR SCREWS (6)#9 x 1-1/2"SD CONNECTOR SCREWS LOCATION WHERE DECK TO 2x BLOCKING BETWEEN EXISTING TO DECK JOIST BOARDS PICTURE FRAME FLOOR JOISTS ........�,...., (5) 0.131 x 1 1/2 GALVANIZED NAILS OR PRIVATE AROUND PERIMETER SIMPSON STRONG-TIE (5)#9 x 1-1/2"SD CONNECTOR SCREWS H2AZ HURRICANE TIE TO RAFTER Floor sheathing ZMAX GALVANIZED FINISH RESIDENCE 1/2" diameter nailed at 6" max. SIMSON STRONG-TIE HDG threaded on-Center to joist HUC28-2Z CONCEALED FLANGE rod With nuts With holdoWn 375 PARSONS BLVD DOUBLE JOIST HANGERS and washers EAST MARI ON, NY 11939 ZMAX GALVANIZED FINISH Continuous flashing (per code), not Sho�r � (4) 0.148 x 3 GALVANIZED NAILS OR - (4)#9 x 2-1/2"SD CONNECTOR SCREWS 0 0 - 0 V 2" TO JOIST k ° 10° ' # TECT 0 Madigan n Architects, 4 _ - itects, PLLC ��► ,,` !; '" MADIGAN 53610 Main Road (10)0.162 x 3-1/2 GALVANIZED NAILS OR _ Architects Southold NY 11971 +1 (203) 871-1939 (10)#9 x 1-1/2 SD CONNECTOR SCREWS 1i TO LEDGER BOARD Floor joist Deck DTT2Z 0 0 Solid 2x joist or SCHEDULED RAFTER 0 � 1 lout 2x blocking) (2)0.131 x 1 1/2 GALVANIZED NAILS OR WALL DOUBLE TOP PLATE LEDGER BOARD FASTENED TO (2)#9 x 1-1/2"SD CONNECTOR SCREWS EXISTING HOUSE FOUNDATION TO TOP PLATE OR RIM JOIST, SEE TYPICAL (4) SIMPSON STRONG-TIE NOTE: LEDGER BOARD DETAILS. DTT2Z DECK TENSION TIES USE THIS SAME CONNECTION ZMAX GALVANIZED FINISH (5) 0.131 x 1 1/2 GALVANIZED NAILS OR DETAIL FOR DOUBLE JOIST TO ONE PAIR ON EACH WALL STUD (5)#9 x 1-1/2"SD CONNECTOR SCREWS POST CONNECTION PERIMETER RIM JOIST TO TO STUD PROVIDE DECK-TO-HOUSE LATERAL LOAD CONNECTION TYP FRAMING DETAIL - DOUBLE JOIST HANGER CONCEALED FLANGE n TYP. FRAMING DETAIL - LATERAL TENSION TIE AT LEDGER 9 12" = 1'-0" 12" = 1'-0" n TYP. FRAMING DETAIL - RAFTER TO TOP PLATE I 0 issue Date& Issue Description By Check 5 03/06124 ISSUE FOR PERMIT SQM SQM TYPICAL INTERMEDIATE DECK JOISTS (5)0.131 x 2 1/2 GALVANIZED NAILS OR z (5)#9 x 1-1/2"SD CONNECTOR SCREWS o SCHEDULED PRESSURE TO JOIST TREATED TIMBER POST w J W (4) 0.148 x 3 GALVANIZED NAILS OR U (4)#9 x 2-1/2" SD CONNECTOR SCREWS w TO JOIST W w w w �.. "' SCHEDULED SONOTUBE CONCRETE PIER ? LU SIMSON STRONG-TIE ` n ' a LUS28Z CONCEALED FLANGEI ---- JOIST HANGERS I - ZMAX GALVANIZED FINISH -- - _ -- I ..,.--..- F - _....... ° ............ .......... (6)0.148 x 3 GALVANIZED NAILS OR i (6)#9 x 2-1/2"SD CONNECTOR SCREWS - 3 ° TO LEDGER BOARD ... -Tom...... u, - k . _.... t" SIMPSON STRONG-TIE :................. ::::::::: �, ........ H2.5AZ HURRICANE TIE :.................... �,........... I.............. ( .:_ . ::: ! ::: I......... 1/2"x 8" BOLTS BOTH WAYS ZMAX GALVANIZED FINISH TO EMBED POST INTO ..... ... ° _ .........„ r 1 i.. 1 I ..... w - i v LEDGER BOARD FASTENED TO e b' v EXISTING HOUSE RIM JOIST, SEE 1 5 0.131 x 2 1/2 GALVANIZED NAILS OR �.—_ 1 ;.!.............�.- . _4s j COMPACTED GRAVEL FILL TYPICAL LEDGER BOARD DETAIL ::: BELOW PIER (5)#9 x 1-1/2"SD CONNECTOR SCREWS ............ 1.................. �._... TO BEAM -- s �y.l. TYP. FRAMING DETAIL - INTERMEDIATE JOIST HANGER AT LEDGER n TYP. FRAMING DETAIL - BEAM TO PERIMETER JOIST TYP. FRAMING DETAIL - WOOD POST CAST INTO PIER 12" = 1'-0" SHEET NOTES (12) 0.162 x 3 1/2 GALVANIZED NAILS OR RIM JOIST AT RIGHT AND LEFT (12)#10 x 1-1/2"SD CONNECTOR SCREWS OR ENDS OF DECK (2) 1/2" DIAMETER GALVANIZED BOLTS Seal/Signature Beam must extend 1/2 It X 7" x 10" WOOd (4)0.148 x 1-1/2 GALVANIZED NAILS OR �aSfi base CeClfier structural panel ��RED qRc (4)#9 x 1-1/2"SD CONNECTOR SCREWS (4) 0.131 x 1 1/2 GALVANIZED NAILS OR MA TO RIM JOIST B,� min. Sl1lm each SIC�e of Z (4)#9 x 1 1/2" SD CONNECTOR SCREWS y �9 TO JOIST beam (6)0.148 x 3 GALVANIZED NAILS OR (6)(6)#9 x 2-1/2"SD CONNECTOR SCREWS TO LEDGER BOARD -9�, 040159 p 0 �OF NE`N SIMPSON STRONG-TIE ABU44Z ADJUSTABLE Project Name POST BASE WITH UPLI T PRIVATE RESIDENCE {1 0 O ZMAX GALVANIZED 0 0 FINISH �f 0 (1)6/8"SIMPSON STR NG-TIE �Project Number rt l ��. TITEN HD THD62600H4 S Project 23009 GALVANIZED MASONRYANCHOR t I m.'t 2fs min. Side � SIMSON STRONG-TIE r� cover -��- ;_~= -_-- - LUC26Z CONCEALED FLANGE �r` r3 i ,w r �"`,r �, ;, Description JOIST HANGERS � TYP. FRAMING DETAILS ZMAX GALVANIZED FINISH °`' kM� , �` SIMPSON STRONG-TIE ° Triple H1AZ HURRICANE TIE } t ,f , nClyl OCa e rAA '' , _ beam (min.) Scale LEDGER BOARD FASTENED TO ZMAX GALVANIZED FINISH designera �, , EXISTING HOUSE RIM JOIST, SEE , 9r. p As indicated TYPICAL LEDGER BOARD DETAIL (footnoteI4) (4) 0.131 x 1 1/2 GALVANIZED NAILS OR (4)#9 x 1-1/2"SD CONNECTOR SCREWS TO BEAM 7 TYP. FRAMING DETAIL - CONCEALED END JOIST HANGER AT LEDGER 4 TYP. FRAMING DETAIL - INT. JOIST TO BEAM & RAFTER TO TOP PLATE 1 TYP. FRAMING DETAIL - WOOD BEAM TO FOUNDATION WITH UPLIFT ®7 12" = 1'-011 © 2022 SEAN MADIGAN E:\Dropbox\Madigan Chi Arch itecture\01_Projects\23029_375 Parsons Blvd - Scott Masterson\01_Models\23029_375 Parsons Blvd - Scott Masterson.rvt TYP. FRAMING NOTES SCOTT MASTERSON -- (6) 0.25 x 2 1/2 SDS HEAVY DUTY PRIVATE 1 CONNECTOR SCREWS HEADER OR TOP PLATE TO DOUBLE STUD AT BOTH ENDS OF c SHEAR WALLS AT SILL PLATE AND AT RESIDENCE Tacking BOTH ENDS OF SHEAR WALLS AT SIMPSON STRONG-TIE not shown DOUBLE TOP PLATE. SEE FRAMING LSTA STRAP TIE ® for clarity PLAN FOR LOCATIONS. 375 PARSONS B LVD n ZMAX GALVANIZED FINISH r WALL DOUBLE TOP PLATE SIMPSON STRONG-TIE EAST MARION, NY 11939 a HDU2-SDS2.5 HOLD DOWN ZMAX GALVANIZED FINISH a a LSTA18 (14) 0.148 x 2 1/2 GALVANIZED NAILS OR 4i. I, ; j'- CRECENT WASHER (14)#9 x 1-1/2"SD CONNECTOR SCREWS ARCHITECT tr (18)0.148 x 2 1/2 GALVANIZED NAILS OR ° r p_. Madigan Architects, PLLC (18)#9 x 1-1/2" SD CONNECTOR SCREWS +`� 5/8"THREADED ROD COUPLER M/aDI Architects 53610 Main Road Architects Southold NY 11971 +1 (203) 871-1939 • .b 1 !1` ••..."a`' CAST-IN ANCHORS WALL STUD •p •,. ; o ofi •.a `�0 1/2"x 9 1/2"J BOLT WITH NUT&WASHER 1 o t r EVERY 4'-0"O.C. MIN. AND WITHIN 12 OF CORNERS o' o •O �'+ � o o' ,o '° �•'. t�l '+• ° a CAST-IN 5/8"THREADED ROD ANCHOR O - o, n TYP. FRAMING DETAIL - STRAP TIE 4 TYP. FRAMING DETAIL - SHEAR WALL ANCHOR AT WITH RIM BOARD 12" = 1'-0" 12" = 1'-0" A Issue Date& Issue Description By Check 1 11103123 FEASIBILITY STUDY SQM SQM 5 03/06/24 ISSUE FOR PERMIT SQM SQM (2) 0.148 x 1 1/2 GALVANIZED NAILS OR (2)#9 x 1-1/2"SD CONNECTOR SCREWS TO SINGLE SILL PLATE OR (6) 0.148 x 1 1/2 GALVANIZED NAILS OR .w � TO DOUBLE TOP PO CONNECTOR SCREWS ATE WALL DOUBLE TOP PLATE CO ���EC t ROOF I O TOP F'OT �/r° _-, � d? SIMPSON STRONG-TIE ( - SI;MF' OI' ,,T 1 6 T flST STRAPS; ROOF BE 4, SEE PLAN DSP STUD PLATE TIE ALTERNATEF POST FOR SIZE AND LOCATION � G o ZMAX GALVANIZED FINISH CIE,.. � — ,rt CONNECT ROOF POST TO 4���` � .� I. - WOOD POST SEE PLAN (8) 0.148 x 1 1/2 GALVANIZED NAILS OR POST / ,STUCK BLOCKING i i; .� - »-� � "�� (8)#9 x 1-1/2"SD CONNECTOR SCREWS ..- �•��-� FOR ��� ELOI,V WIMP)AP) SIMPSON 0 �, .. ._ ��� �.�•.� —._ AND LOCATIONTO STUD COIL STF�AI� � DOUBLE STUD NOTE: DSP CAN BE USED FOR DOUBLE STUD all " CONNECTION TO SILL PLATE ALSO. $+ -1II If 111ilml tailN . BLOCKING T 4ATCH 3 TYP. FRAMING DETAIL - STUD TO TOP PLATE O WOOD POST ABOVE12 = 1 -0 : SHEET EET NOTES CONNECT CRIPPLE TO "�-- HEADER WITH II'�IiPS .- N fATS30 TWIST STRAFE .: . . Seal/Signature WALL STUD CONNECT HEADER/ EA #7° ��. 3,° ERE AR TO POSIPJACK AND DING-�• � ��; �I�.a��0 VTR ONO N MAD (4) 0.148 x 1 1/2 GALVANIZED NAILS OR �� �P (4)#9 x 1-1/2 SD CONNECTOR SCREWS t TIE HH HEADER HANGER TO STUD " SIMPSON STRONG-TIE SSP STUD PLATE TIE ZMAX GALVANIZED FINISH 0 ). 4015g � I TES: c�Or ALL TRAPS � �� � Project Name : . INDICATED ARE .° `• .. WALL DOUBLE TOP PLATE PRIVATE RESIDENCE NOTED r)I`,,' PLAN -- �� ,ra z • �Project Number , ,• = • � � (1) 0.148 x 1 1/2 GALVANIZED NAILS OR 23009 CONNECTOR SCREWS TO SINGLE SILL PLATE y*. r }}^�- PLANS FOR HEADER • OR � c...'L.r lr ki . 4 • OR ZED SIZE AND LOCATION � �• ` • • • • i °' ` ' (3)#9 x$ 1/2"SD CO NEICTOR SICR WS Description ' . ° " • TO DOUBLE TOP PLATE TYP. FRAMING DETAILS FOUNDATION Scale 12" = 1'-0" NOTE: SSP CAN BE USED FOR SINGLE STUD CONNECTION TO TOP PLATE ALSO. �- TYP. FRAMING DETAIL - LOAD PATH TO RIDGE BEAM TYP. FRAMING DETAIL - STUD TO SILL PLATE A=781 C� 12" = 1'-0" 2 12" = 1'-0" © 2022 SEAN MADIGAN E:\Dropbox\Madigan Chi Arch itecture\01_Projects\23029_375 Parsons Blvd - Scott Masterson\01—Model s\23029_375 Parsons Blvd - Scott Masterson.rvt DECK JOIST BELOW DECK BOARDS TYP' FRAMING NOTES SCOTT MASTERSON SPACED AT 12" O.C. PRIVATE RESIDENCE 1 Q I Built-LIP I 1 '.?xGirders0 and Beams ' ' p 375 PARSONS BLVD Q t (Face Screvr) SDWS FRS INN (SD 113- EAST MARION, NY 11939 1 O 1 Ip �yR BEAM PLIES SHALL BE FASTENED WITH TWO ROWS OF J ALL SEAMS BETWEEN 0.128 x 3" 10D GALVANIZED NAILS OR DECK BOARDS SHOULD SIMPSON STRONG-TIE SDWS16212 SCREWS. ARCHITECT Ia 0l SIT ABOVE THE FASTENERS CENTERLINE OF THE SO'J,S1 .'�12 crev. LENGTH OF THOE BEAM SPACED EVERY 16"O.C. ALONG THE Madigan Architects, PLLC 1 o 1 JOIST BELOW. EACH sta Bred in t ; rcy�.s" M/�pIG/�I� 53610 Main Road DECK BOARD TO BE axis° Architecfis Southold NY 11971 ( FASTENED TO JOIST AT - 0 t END AS SHOWN o 1 5 r 1 o I Beam Asseml)ly Detail* Z7TYP. SPACING BETWEEN FASTEN DECK DECK 'rast ring peltxn �cvm mpl1ee: to aas"I p!v& I he bps','t.up 2x bcc lrn. DECK BOARDS SHOULD BOARDS TO EACH JOIST FALL BETWEEN 1/8"AND USING (2) 8D THREADED 1/4"THROUGHOUT ALL NAILS OR SIMPSON SEASONS OF THE YEAR. STRONG-TIE DECK-DRIVE CALIBRATE DECK BOARD #10 x 2-1/2" DHPD SPACING TO HARDWOOD DECK ACCOMMODATE THE TIME SCREWS n TYP. FRAMING DETAIL - BUILT UP GIRDER REQUIRED NAILING OF YEAR THAT THE BOARDS ARE INSTALLED. 12" = 1'-0" Dissue Date& Issue Description By Check SIMPSON STRONG-TIE 1 11/03/23 FEASIBILITY STUDY SQM SQM THD505HD50500WHMG (1/2 x 5)TITEN HD GALVANIZED HEAVY 5 03/06124 ISSUE FOR PERMIT SQM SQM DUTY SCREW ANCHORS STAGGERED PER THIS DIAGRAM AND SPACED EVERY 24"O.C. MAX COORDINATE LOCATION OF FASTENERS WITH JOIST r� Deco Ledger HANGER SPACING BEFORE INSTALLATION G. 1'�" min. from vertical g head joint (typ.) ._........__ 4" thin. from top of W,11 7"min. from i JOIST SPACING 12"O.C. THD screw top 0f wall to \ V anchors staggered end anchor ` 4 = vertically and spaced in accordance with fable #___ ,. 24°o.c.MAX. F i FASTEN JOIST ENDS TO 1 1 HEADER JOIST USING 1. ..._._. .. . . . (2) SDWS2280ODB SCREWS AT 1-1/2" FROM 6" min. from Z TOP AND BOTTOM OF end of wall l . F HEADER JOIST. !" { 0 min. Grout-filled CMII _. - I Y2 5 TYP. FRAMING DETAIL - JOIST TO HEADER JOIST n TYP. FRAMING DETAIL - LEDGER BOARD TO FOUNDATION WALL 12" = 1'4' SHEET NOTES (8)0.148 x 1-1/2"GALVANIZED NAILS OR (8)#9 x 1-1/2"SD CONNECTOR SCREWS (13) SIMPSON STRONG-TIE INTO RIM JOIST SDWS2240ODB STRONG DRIVE SDWS TIMBER SCREWS Seal/Signature STAGGERED PER THIS DIAGRAM AND * Rim board SPACED EVERY 9"O.C.Wood structural COORDINATE LOCATION OF FASTENERS WITH JOIST Extenor HANGER SPACING BEFORE INSTALLATION RED A flashing and ruler panel2 m ax sheathing C�` P MAD Ledger fastener spacing may be fasteners nr�tslac�wn fastened per code offset Grp to 3"to avoid interference 12 farclarr Rim board 11��" to 2"from wiUi joist attachment top of ledger and rim boar - per tab to toy ,f 3 �0 N E :1 �r Of LSC Floor , �s � Sri p port �, 2;�,�� joist or � 1, ° ,�° SD.' S Timber screws Project Name fr�.��i1[t ;8�< ��. F g9 �► °/ 3" minlCrlLiTT'{ ' i staggered�rertical j t ` ' blocking �� /"`� spaced in accordance vertical spacing, PRIVATE RESIDENCE ,, I with table t 6° maximu>fl Support framing Project Number ,i _._. .. �: 1112" to 2"from 23009 2x deck bottom of ledger ledger shown S" from On-centre spacing of and rim board (double 2x end of ledger SDWS Timber screws ledg,ersimdarr Description TYP. FRAMING DETAILS STAIR STRINGER, SEE (8) 0.148 x 1-1/2"GALVANIZED NAILS OR FRAMING PLAN. (8)#9 x 1-1/2"SD CONNECTOR SCREWS INTO SIDE OF STRINGER Ledger-to-Rim Board Assembly SDWS Timber Screw Spacing [detail for Ledgers Scale (Wood-framed toyer floor acceptable,concrete wall shown for 12" = 1'-0" SIMPSON STRONG-TIE LSCZ (1) 0.148 x 1-1/2"GALVANIZED NAILS OR illustration purposes; other fasteners not shown for clarity) ADJUSTIBLE STRINGER CONNECTOR (2)#9 x 1-1/2"SD CONNECTOR SCREWS ZMAX GALVANIZED FINISH INTO BOTTOM OF STRINGER 4 TYP. FRAMING DETAIL - STAIR STRINGER TO STAIR LEDGER BOARD n TYP. FRAMING DETAIL - LEDGER BOARD TO HOUSE RIM JOIST 12" = 1'-0" U 12" = 1'-0" A 7 82624h © 2022 SEAN MADIGAN E:\Dropbox\Madigan Chi Arch itecture\O1_Projects\23029_375 Parsons Blvd - Scott Masterson\O1—Mode Is\23029_375 Parsons Blvd - Scott Masterson.rvt TYP. FRAMING NOTES SCOTT MASTERSON t2b PRIVATE 2x blocking blocking - RESIDENCE I C.2 - S.2m Notre:For fastening rim joist tc rim board and A ij Ii deck joists, predriilmg € t 375 PARSONS BLVD jp for the SDWS2280ODB ;a c` ! ° EAST MARION, NY 11939 Rim joist im joist screws is recommended � �1 using as/V drill bit. Detail G Plan View Detail C Isometric View Detail B Plan View Detail B Isometric View ARCHITECT 1.Rim joist to rim board or ` " Madigan Architects, PLLC Post deck joists 1 'A�"from top MADIGAN 53610 Main Road and bottom edges,-Y4" Architects Southold NY 11971 Post Post Rim "oist from side edge using +1 203 871-1939 1 Y2" 1 Y2" 1.Rim joist to deck joist 3r!�" 11f�" 11/2" S" SD�P1r'522800DB. Post ) 1 W from top and 1.Deck joist to 1.Rim board to 2x " 2.Rim joist to post and blocking 1Aa"from 2" „ I bottom edges using I ;: 131 blocking 13,r, from 1 Y2" , 2„ g i; i -- „ i i t g p 8 SDWS2280ODB. e i e+ to and bottom ' ' f x lockin 2 darn to 13/4„ top and bottom p ,> E b and bottom edges, es, E'-i Ott I,,i 2.Rim joist to post and ;� ' ,I edges using + I' ' " ' ¢ centered on Band d { ,r g w, edges using ' e 1 2x blocking 2"from t�3 `' ' S" SDWS22500DB. 11/2" � I,'e... i'�'a " post using i` i.`,i $" SDW522$OODB. 9 p $ SDWS22800DB. I E` I 'l " # t f and bottom edges using 3 „ 3.Rim'oist to 4x blocking 1 Y2 1/2 8"SDWS2280ODB. 1 / 31/a" 1 YF 11/2" and 2x blocking 1 'l2"from l f top and bottom edges centered on 4x blocking using 8" SDWS2280ODB. Detail GA Front Elevation Detail C.2 Side Elevation Detail BA Front Elevation Detail 13.2 Side Elevation 5 TYP. FRAMING DETAIL - GUARD POST WITH ADJACENT JOIST n TYP. FRAMING DETAIL - GUARD POSTAT CORNER 12" = 1'4' 1211 = 1'-0" Olssue Date & Issue Description By Check 1 11103/23 FEASIBILITY STUDY SQM SQM y, -- 5 03/06/24 ISSUE FOR PERMIT SQM SQM 1,<Deck joist 2x blocking - 2x blocking 4x blocking ._ � N , netZA , .2 tl� im joist +1 - joist ok5t ---Band Joist �., .� Detail A Plan View Detail A Isometric View Detail D Plan View Detail D Isometric View I.2x blocking to post -- opposing screws 1" Post Postfrom outer edges of past, ,✓ 1.Rim beard to 2x blocking (Post-- 2X blocking 21/9"from bottom edge 1 2° 2" 1 l2" Post 11/2" Band joist 1'Ah"from top and of 2x blocking using 1.Rim jtaist to deck joists} >r bottom edges using 5" SDWS2250ODB. , I I I # 1 from tap and Al i13 „ 1.Deck joist to"2x , `, bottom ed es usin r a y bockIY�t Y jafi�'`ft,.rlSJl.l^.Ing t 74 frQt^n' i 2.2x blocking to 4x # , 8 SDWS22SOODB. i i i I top and bottom '� P] i i2.Rim board to ost and + blocking - opposingr i R. - -tll edges using p " i F ,e i a ' s, - 2.Rim joist to post and 1 9 9 � I d;�I 2" 4x blacking 2" from top 25As screws 1 from outer 2x blocking 2"from top " 5 SDWS2250ODk3. and bottom edges using edges of 4x blocking, 1 " and bottom ed es usin s ,F 8" SDWS22800DB. 4x blockin 2'I"from bottom edge 1/2 2 11i°2 g g 1 Aa 11/` 1" 8"SDWS22800B. of 2x blocking using T 5' SDWS2250ODB. Detail A.1 Front Elevation Detail A.2 Side Elevation Detail DA Front Elevation Detail D.2 Side Elevation TYP. FRAMING DETAIL - GUARD POST ON RIM JOIST TYP. FRAMING DETAIL - GUARD POST BETWEEN JOISTS 12" = 1'-0" 12" = 1'-0" . SHEET NOTES Seal/Signature Interior �� �FtED qR {min.} k- ,.- �.�---"� 5� C/y Exterior \„ 1' E`t { "�,: P Tr "w.;30 ; (2)SDWS16300 � I 'SST 040159 0 Interior OF N 1. 1. 4x4 post opposing I Project Name screws, 1 Ma" from Detail B: Plan View PRIVATE RESIDENCE I top and bottom Detail B: Perspective View I I, a �.,. m'3 T h j t: �- DWS16300. - edges using 3 S Project Number ' 1 2. Install 1" from where 23009 {2)SDUJS163C��7- i 1'� guard rails guard 1 . Fasten guard rail 1" 1. Fasten guard rail to guard past to guard post SDW51630Q Exterior past at 30 angle. W, 1 'As" from top and ..;, ,, � 3/4" from top and bottom edges using 2° E i bottom edge using Description I1 3" SDWS16300. - �e! 3" SDWS 16300. TYP. FRAMING DETAILS Detail A: Plan View Detail A: Rail-to-Post Detail A: Elevation View 2. Install 1" from where ; -µ--� 2. Install I" from Perspective View guard rails join where guard rails guard post at 39 `v' join guard post at Scale SDWS16300 angle into post. SDWS16300 30°angle into post. 12" = 1'-0" Detail B: Elevation View(Front) Detail B: Elevation View(Side) 6 TYP. FRAMING DETAIL - GUARD RAIL TO GUARD POST 1211 1 TYP_FRAMING DETAIL - GUARDRAIL TO GUARD POST AT CORNER A=783 1211 1 -01 © 2022 SEAN MADIGAN EADropbox\Madigan Chi Arch itecture\01_Projects\23029_375 Parsons Blvd - Scott Masterson\01_Models\23029_375 Parsons Blvd - Scott Masterson.rvt