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Home My WebLink About50048-Z r .r TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 9 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#: 50048 Date: 11/20/2023 Permission is hereby granted to: EIK LLC 1700 Park Ave Mattituck, NY 11952 To: demolish existing dwelling and construct a new single-family dwelling as applied for per SCHD approval. At premises located at: 1735 Park Ave, Mattituck SCTM # 473889 Sec/Block/Lot# 123.-2-33 Pursuant to application dated 9/28/2023 and approved by the Building Inspector. To expire on 5/21/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,764.25 CO-NEW DWELLING $100.00 DEMOLITION $935.20 Total: $3,799.45 Buildi g Inspector TOWN OF SOUTHOLD —BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 G Telephone (631) 765-1802 Fax (631) 765-9502 htti)s://www.sotitholdtomniiy4ov Date Received BUILDINGAPPLICATION FOR � For Office Use Only E C E P U E PERMIT NO.__Shb Building Inspector: o 2 8 2023 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Building Department Owner's Authorization form(Page 2)shall be completed. Town of Southold Date:September 12, 2023 OWNER(S)OF PROPERTY: Name:Viola Kanevsky SCTM # Z000-123-02-33 Project Address:1735 Park Ave Phone#: Email:Viola@acuitynyc.com Mailing Address:119 West 71 St #5B, New York, NY 10023 CONTACT PERSON: Name:Ashley Hancock Mailing Address:PO Box 400, South Jamesport, NY 11970 Phone#:631-703-0800 Emaii:Ashley@powershancockdesign.com DESIGN PROFESSIONAL INFORMATION: Name:Christopher Powers Mailing Address:PO Box 400, South Jamesport, NY 11970 Phone#:801-558-3501 Email:Christopher@powershancockdesign.com CONTRACTOR INFORMATION: Name:Sid Bebee Mailing Address:PO Box 979, Cutchogue 11935 Phone#:631-478-1874 Email:sid@ sbeebebuilders.com DESCRIPTION OF PROPOSED CONSTRUCTION New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $1,000,000 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? *Yes ❑No 1 OPERTY INFORMATION Existing use of property: Intended use of property: ' e' 'fJ-S-Lq Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? UYesgNo IF YES, PROVIDE A COPY, The opener/conwactor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code.APPLICATION hS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Re ulatlons,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in bulIdIng(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(print name): A01ey Hancock ®Authorized Agent ❑Owner 1 Signature of Applicant: l k � a Date: STATE OF NEW YORK) SS: COUNTY OF SW, �) A5A fle4,1 being duly sworn,deposes and says that(s)he is the applicant (Name-of indivi&61 signing contract)above named, (S)he is the (Contractor,Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this CC ' day of 20 23 f Notary Public JAIME RODRIGUEZ Notary Public-State of New York ""� Pi.w r'"""I TION No.01 R06332316 (Where the applicant is not the owner Qualified in Suffolk county V Commission Expires Nov.02,2023 1, If)L _914-Nal5le-"l I&AIL4 A Kfl$AKo�esidingat 1-7-35 Pa-x 4 A►enwe. 044- 4e-k do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's SignLa4r > Date v%O►.Ay-fttj eJ t�NL r i 1 A— Print Owner's Name 2 GO 0 ios ..G NA 11/10/2023 EIK LLC Service To: 1735 PARK AV 1735 PARK AV PARK AV 1735,NY 11952 PARK AV 1735,NY 11952 Customer Project#:900000183441 Dear EIK LLC: This is to advise you that the PSEG-LI electric facilities at the above referenced location have been disconnected and removed off the building structure that is located on the property. Please note that there may still be PSEG LI facilities located within the property boundaries and that NYS law(NYCRR Part 753)requires all contractors to call for a utility locate (NY 811)prior to performing any ground excavation or regrade activity. The call to the 811 Call Center must be done at least 2 business days prior to the start of the work and confirmation of utility marks having been identified must be received from all the facility owners prior to any site work. You must also contact National Grid at 631-348-6150 to procure a letter of demolition associated with natural gas service,whether or not your home or business uses natural gas. If you have any questions regarding the above,please contact Building&Renovation Services at 1-844-341-6378 or via email at BRSLI@PSEG.com. Very truly yours, Katherine Gianelli _i�G(Ti�l9flG/07.8 Building&Renovation Services PSEG-LI rr mr� PowersHancockDesign PO Box 400 South Jamesport,NY 11970 Date: 11-15-2023 Town of Southold Building Department Town Hall Annex 54375 Main Rd P.O. Box 1179 Southold, NY 11971 Reference: 1735 Park Ave, Mattituck NY To Amanda Nunemaker, There is no gas on site at 1735 Park Ave, Mattituck property Regards, Christopher Powers Page 1 of 1 DATE I MIDD/YYYY) ACC>R" CERTIFICATE OF LIABILITY INSURANCE 09/05/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Debra Simicich NAME, Roy H Reeve Agency,Inc. PHONE (631)298-4700 (631)29B-3850 AdC,No PO Box 54 E-MAILdsimicich@royreeve.com ADDRESS 13400 Main Road INSURER(S)AFFORDING COVERAGE NAIL# Mattituck NY 11952 INSURERA: Evanston Ins Co INSURED INSURER B: Merchants Preferred Ins Co 12901 Sid Beebe&Sons Builders Inc INSURERC: PO BOX 979 INSURER D INSURER E Cutchogue NY 11935 INSURER F: COVERAGES CERTIFICATE NUMBER: CL2332718852 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ICY EXP LTR TYPE OF INSURANCE iN O p POLICY NUMBER A DOL SUB MMIDDIYYYY MMIOLICY FFF DD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 AC 300,000 CLAIMS-MADE ❑X OCCUR PREMISES Eapccurranre $ MED EXP(Any one person) $ 5.000 A MKLV1PBC003295 04/0312023 04/03/2024 PERSONAL&ADV INJURY $ 1,000,000 GEN1AGGREGATE UMITAPPLIESPERGENERAL AGGREGATE $ 2,000,000 PRO- 2.000,000 POLICY JECy E]LOQ PRODUCTS-COMP/OPAGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea morldant X ANY AUTO BODILY INJURY(Per person) $ B OWNED SCHEDULED CAP1068395 04/03/2023 04/03/2024 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident) Underinsured motorist $ 1,000,000 UMBRELLA LIAB .,� .., ...... y�.. . OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I RETENTION S $ WORKERS COMPENSATION PER 0TH- AND EMPLOYERS'LIABILITY ER'. ANY PROPRIETOR/PARTNER/EXECUTIVE YIN E L,EACH ACCIDENT $ N/A OFFICER/MEMBER EXCLUDED? (Mandatory in NH) EL DISEASE-EA EMPLOYEE S If yes,describe under DESCRIPTION OF OPERATIONS below E L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I 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 Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 1179 AUTHORIZED REPRESENTATIVE Southold NY 11971 —&W14�' @ 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD /A?-aNN NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE a .,7,..0 ^A A A A A 112994098 HAMOND SAFETY MANAGEMENT LLC 6800 JERICHO TURNPIKE Rol .11 SUITE 105W SYOSSET NY 11791 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER SID BEEBE &SONS BUILDERS INC TOWN OF SOUTHOLD P 0 BOX 979 PO BOX 1179 CUTCHOGUE NY 11935 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE G2096 932-5 625056 01/01/2023 TO 01/01/2024 9/5/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2096 932-5, 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://WWW.NYSIF.COM/CERT/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. SIDNEY D BEEBE PRESIDENT THOMAS E BEEBE VICE PRESIDENT SID BEEBE&SONS BUILDERS INC THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. 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. BY CAUSING THIS CERTIFICATE TO BE ISSUED TO THE CERTIFICATE HOLDER, THE POLICYHOLDER UNDERTAKES TO PROVIDE THE CERTIFICATE HOLDER 30 CALENDAR DAYS' NOTICE OF ANY CANCELLATION OF THE POLICY. NEW YORK ST74 '74*1 NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 573799832 U-26.3 uH uvv 16 It- 3 FEET SEPARATION CANNOT BE MAINTAINED, 10, NEW I/A OWT SYSTEM TO BE VENTED THROUGH PLUMBING, N CONTROL PANEL- NO HOUSE TRAP TO BE INSTALLED 11. ANY DESIGN CHANGES TO SCDHS APPROVED PLANS MUST BE rn REVIEWED BY DESIGN PROFESSIONAL AND RE-PERMITTED THROUGH SCDHS -01EXISTING SEPTIC- PRIOR TO CONSTRUCTION, TO BE REMOVED PARCEL INFORMATION: " m � mw , SURVEY OF PROPERTY m AT MATTITUCK SUFFOLK w TOWN OF SOUTHOLD .. 1 THSERVICES SUFFOLK COUNTY, NEW YORK S.C.T.M. #1000-123-2-33 PERMITFORAPPROVALCONSTRUCTIONFORAEXISTING DRY GARAGE LOT AREA: 25,000 FT2 OR 0.574 ACRES SING EFAMHy °° To REMAIN ESIDENCEONLY SITE PLAN BASED ON SURVEY PREPARED BY: PECONIC SURVEYORS P.C. N.Y.S. LIC. NO. 49618 PH: (631) 765-5020 DATE 8/110 - -23-0754 1230 TRAVELER STREET — SOUTHOLD, NY 11971 APPROVED ° P.O. BOX 909 �.. EXISTING RESIDENCE TO BE REMOVED ,SANITARY SYSTEM INFORMATION; FOR MAXIMUM -� TOTAL NUMBER OF BEDROOMS: 6 � '� � �� """ "° ""'- YEARS FI 1/A SIZE REQUIRED: 660 GPD , FAPPROVAL OVERH L ACHING REQUIRED: 2 EAD EL 00 FT ECTRIC LINE TO BE REMOVED PROPOSEDSEPTIC SYSTEM : (1) HYDRO ACTION AN-600 (660 GPD PROPOSED) N/O/F (2) 8'-0 O' x 8'-0"' DEEP LEACHING POOLS (401.6FT2 PROPOSED) ANTHONY LANG (1) 20" DISTRIBUTION BOX NOTE: _EXISTING SEPTIC TO BE REMOVED. DWELLING DWELLING -ALL PROPERTIES WITHIN 150' OF SUBJECT PUBLIC WATER PROPERTY ARE IMPROVED AND SERVICED BY PUBLIC PUBLIC WATER POOR. DRAINING OTHERWISE SHOWN WATER UNLESS m _.m 111 NINE MATERIAL IN THE LOCATION OF THE I REMOVED FIELD MUST BE EXCAVATED AND „� ,�" LEACHING F Design VED DOWN TO WELL DRAINING SOILS AND o n R e' (r) i re d. REPLACED "ITH ASTM C � �« _,33 CLEAN FILL 5 ' i , E.o r R./5,u,. 11C tick �I � m� I��I`I �m�ryj �� ri d o l s' 'u ill ", the Sewage Disposal IPROPOSED WATER LINE Use i WA/M-073 m r PROPOSED UNDERGROUNI DWELLING N /°/F PHILIP SCROLL N /o/F PUBLIC WATER FRANKLIN SCROLL DWELLING FE.COR. WELL 50 + CP OP 0.5' .• CLF.. STCKD o0 00 6.0'N0.3'N• 0.1'W. O.1'W. N86°57'00"E EL. 16.8' CMF E►,� 21.0 (A LINK FENCE \ \ (A CONTROL PANEL �� (A FUTURE EXPANSION \ 1(9� ) 8'-04_)C_8'-0")C8'-0" DEEP \ LEACHING POOLS 20" DISTRIBUTION EXISTING SEPTIC X� TO BE REMOVED \ HYDRO ACTION AN-600 O �\ O 4. \ 4 cp CLEAN OUT EVERY 75' CONC. �' COVER Abandonment C EXISTING DRY GARAGE TO REMAIN 4.8 cenformancE Ln .GENPOSED PATIO Submit c( PROP 0 v \ EXISTING WELL TO BE rrlDW - -p-RC)pOSED POOL- ABANDONED i m - L WELL z EXISTING RESIDENCE TO m BE REMOVED � � \ J � � EXISTING SEPTIC FE.COR. , - \� SYSTEM TO BE REMOVE 0.4 W OVERHEAD ELECTRIC PROPOSED LINE TO BE REMOVED L DECK INTERNAL CLEAN OUT ANTHONY LANG N /0/F I JEFFERY , IDWSFE. DWELLING D WELLI PUBLIC WATER � CURB COR- 4u OR. 4LITY 1.4'E. POLE \ TEST PROPOSED DRY\A "�q \ HOLELOCATIONS BY Ol DW \ �\ 21.2' MUST BE OUTSIDE (SIDE) U0O WELLS DECK PROPOSED WATER LINEystem n c O O 00 150.0' c PROPOSED UNDERGROUND 1 1 O ELECTRIC LINE y � c m SRF MA � EL. 21.8' 3.2'W. ` WATER METER 3.0'N>� EL. 21.3 -SRF100. 00' SPLIT RAIL FENCE 6.9'S• `- S8 7'0 0 w EDGE OF PAVEMENT 3.4'W EL. 21.6' AVE EL. 20.8 PUBLIC WATER IN STREET - I _ , ,,, - I " - -"r- l.'lmpWl'1p," ., T..""I,".,--IT w�w".*m.qwr"17101 m I �pill MR,119 I IN I —1— - . jim"Pl7m-11-mlI 1 1 N'I 91 Imm"ll I 11p. . I I � - _llm�__l '', , 'I� I / ,,?3 ,,?—-3 3 _11-11V __ —1---l- .1-. ", __�l 1.j'l-7, ,I-, � I " , , -7'7`l`7Tm`77` 1, 7`1"011"017 p— Ml 10"7'llp�"Mill'"�'0 , ___-_ — — I 1 77---71. . .-I ,r,�. ",t 77 77"m,:, � � � , � — , � -.11, , It 7 � � `�-��, " - I � ' ,�. , -,-'� " ,, I 11 .11 "", I . . � 17 - 71 � ,�, . I - 77`7—7 ,I",. I". -- , 1g.-�,`,_ �P ,��7 7''"w""'"! � b '-7 1 . I 19. I� " 1� �� 7— -f-, I :;'ll , G, .,,��7 I'- , it, i,�' �',:--,7 - I I , . 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I b.L: ,, ,�, , 2 _"Z ,*, ,7 , � � ,� - -, �� -L'vi%."7;;l ,�t� ,,,� �z -. ,.!t.,,, 'It , _ .— ,", - " �;,_ 'Fl _ L' " ' � , ��_ � : � I� -1.11 -- , � j�-,IV� , 4-- `- � t I �_ I - I_.�1* �,�;-�'-�-, ,/ 1 7�, 7", ,I_,,,�� __;,,, , �: : , I - , I-,�,, -, � b . � I� _�., I � , � ��: � L,,' , '�,I L ,, L I I I - I �t . , �� ", , ;��_,,�.,��,�" ' t'I��i��,, ��',, ., , � t"I ,,F I� ,�� t V�,��,' �, " � �� -! , ,_� _�",�. - - , � - � � - ." - , I, ,- 4 ltr��`i I� 1� ;rT ", ,'.."k. �,*"� ,� ,; ,L,I� -� 'I, ..: ,: , _�� , � , I . �� . I � �' �,� ,,, .��,_11"" - , , " t:�,�,�---':�` _�� 'I',-,�:,t , I . - . _b,I: , , I L�I J4 . � , - , - - --�- -;��, ?,!�� ,�:``,�`"'�_T�� L,iI,..,, '.� , , Ili b , I,f �.j�L I�,j�_ , , � , - , - ,�.- -- -, , ,L ,- " ,;,1;�- . I - -I- � - , , , . `� - -. L ,l', i_-, .,7,�,,_��,,,_-,_,�`� _-, _ �** : , , �0_ !�� - , 7 , ,�, �l - �-�,_,L . - _,� �� '� , ., I I - , i ,, . � , ; -, , I, � ,, �V� ,�� :I f� � � ., �l:�',,'��, - �� I., I �'.J�L� �, � � � ;� �2,7�', _., � , , - . � I � �-,'.- , , ,-� ,, I ,I -"'L � I �- � I ,':b , _ -�, ;.�,",:,.��,,-� , . I I � I �I I I. , ISSUE SUBMISSION NO. DATE ISSUE IRC 2020,INCLUDING UNIFORM SUPFLEMENT 2018 CHAPTER 3:BUILDING PLANNING ENERGY ANALYSIS NOTES DRAWING LIST PROJECT TEAM 1 09,08.23 09,08.23 SECTION R301:DESIGN CRITERIA AMERICAN FOREST IN PAPER ASSOCIATION WOOD FRAME CONSTRUCT10N MANUAL FOR ONE 8 TWO FAMILY DWELLINGS 1. ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 INTERNATIONAL ENERGY CONSERVATION CONSTRUCTION — I CODE. THE AUTHORITY HAVING JURISDICTION SHALL BE PERMITTED TO DETERMINE ENERGY EFFICIENCY CITY OF SOUTHOLD NOTES: (2018 EDITION) PROGRAM TO EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. Ir GLAZED OPENINGS IN WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED 2020 RESIDENTIAL CODE OF NEW YORK STATE (2018 IRC AMENDED) 0 OWNERS: STRUCTURAL ENGINEER: 2. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A WALL IN THE SPACE z U- SECTION R303:LIGHT VENTILATION AND HEATING WHERE THE FURNACE IS LOCATED. CERTIFICATE SHALL COMPLY WITH IRC.141101.14 2017 NEW YORK STATE ELECTRICAL CODE (NFPA 70, 2017) ___ 0 EMILIA KABAKOV + VIOLA KANEVSKY SELLERS TREYBAL REQUIRED GLAZING AREA HABITABLE ROOMS- 8% 0 I-_ REQUIRED OPENABLE AREA: 4% 3. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHER STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO 2020 NEW YORK STATE ENERGY CODE 0ECC 2018 AMENDED) Lu ct) LLJ 2 1735 PARK AVE, STRUCTURAL ENGINEERS THE INSULATION ON THE SURROUNDING SURFACES 2020 NEW YORK STATE FUEL GAS CODE 0FGC 2018 AMENDED) ::) 5; Z) cr - PROVIDE 3 SO FT OF WINDOWS.1.5 SO FT OPERATIONAL IN BATHROOMS*EXCEPTION:WHERE ARTIFICIAL LIGHT 2020 NEW YORK STATE MECHANICAL CODE (IMC 2018 AMENDED) cQ LJJ C/) Lu MATTITUCK N.Y, 11952 JOHN@STS-ENGINEERS.COM AND/OR MECHANICAL VENTILATION IS PROVIDED 4. INSTALLATION-THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE INSTALLED IN I D rr SL) CL PROVIDE STAIRWAY ILLUMINATION AT INTERIOR&EXTERIOR STAIRS ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL,AN 2020 2020 NEW YORK STATE PLUMBING CODE 0PC 2018 AMENDED) I I . SECTION R304:MINIMUM ROOM AREAS APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. 2020 NYS PROPERTY MAINTENANCE CODE (IMPC 2020 AMENDED) 1 802-497-1174 '. � PROVIDE MIN.I ROOM WITH NO LESS THAN 120 SO FT 5. TESTING-BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED HAVING LESS THAN OR EQUAL TO 3 2020 NEW YORK STATE FIRE CODE (IFC 2018 AMENDED) ARCHITECT: ACH50 IN CZ 4A,5,6A TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. m . co MEP ENGINEER: OTHER ROOMS SHALL HAVE FLOOR AREA NO LESS THAN 70SF - c\j 'EXCEPTION FOR KITCHENS 6. DUCTS-SUPPLY IN RETURN DUCTS IN ATTICS SHALL BE INSULATED TO 4 MINIMUM OF R-8 @ 3'OR GREATER IN 0 POWERS HANCOCK DESIGN, LLC HOME ENERGY SOLUTIONS DIAMETER,AND R-6 @ DUCTS LESS THAN 3'IN DIAMETER. N ( MIN.DIMENSIONS FOR HABITABLE ROOMS NO LESS THAN T-0'ANY HORIZONIAL DIMENSION DUCT SEALING-DUCTS,AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. Lu 00 PO BOX 400 *EXCEPTION FOR KITCHENS I �__ 0 187 E. MAIN ST. . 7. DUCT TESTING-DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY AN APPROVED THIRD < 8� SOUTH JAMESPORT N,Y, 11940 HUNTINGTON N,Y. 11743 1 _ SECTION R305:CEILING HEIGHT PARTY. I .0 0 1 MIN.CEILING HEIGHT FOR HABITABLE ROOMS=T-0' 8. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS ' A-000 COVER SHEET/DRAWING LIST 0 INFO@POWERSHANCOCKDESIGN,COM GDLAMAY3@GMAIL.COM REVISION SUBMISSION 'HALLS,CORRIDORS,BATHS,LAUNDRY AND BASEMENTS z T-0' 9. MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDSA05 F DEGPFFS OR<55F DEGREES SHALL BE . I I — (631)703-0800 � 1.BEAMS AND GIRDERS NOT LESS"HAN 4'-O'O.C.CAN PROJECT 6' INSULATED WITH R-3 MIN. A-001 SITE PLAN/ZONING INFORMATIN 0 631-573-0664 NO, DATE REVISION 2.SPACES IN BASEMENTS OTHER THAN HABITABLE SPACES MAY HAVE CEILING HEIGHT=6'-81(BEAMS,GIRDERS a — - — DUCTS MAY PROJECT TO 6'-4') 10. MECHANICAL VENTILATION-SHALL MEET THE REQUIREMENTS OF THE IRC/IMC . A-002 CODE SHEET 11. EQUIPMENT SIZING-PER ACCA ANNUAL S,BASED ON LOADS CALCULATED PER ACCA MANUAL J AS PROVIDED BY ____ 1 00.00.00 00.00.00 3.NO MORE THAN 50%OF REQUIR:D FLOOR AREA TO HAVE SLOPED CEILING LESS THAN REQUIRED HEIGHT A THIRD PARTY HERS RATER. I A-003 PROJECT NOTES 4.BATHROOMS SHALL HAVE A MINIMUM 6'-8'CEILING HEIGHT OVER FIRTURES AND SHOWER HEAD SHALL HAVE A .L . OR: MINIMUM CEILING HEIGHT OF 6'-8"ABOVE A MIN.AREA OF 30'X30'AT THE SHOWER HEAD 12. LIGHTING-A MIN.OF 75%OF PERMANENTLY INSTALLED FIXTURES UST HAVE HIGH-EFFICANY LAMPS A-020 WINDOW AND DOOR SCHEDULES 0 SECTION R308:GLAZING 13. ALL HVAC,PLUMBING 8 ELECTRICAL SYSTEMS SHALL MEET THE IRC CHAPTER 11 ENERGY EFFICIENCY, A-021 WINDOW AND DOOR DETAILS I I I PECONIC SURVEYORS P.C. PROVIDE SAFETY GLAZING WITH EMBOSSED MARK IN ALL HAZARDOUS LOCATIONS PERMITTED INTERNATIONAL MECHANICAL CODE,INTERNATIONAL ENERGY CONSERVATION CODE.IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE DESIGN,CALCULATIONS,DRAWINGS, I PO BOX 909 SECTION R309:GARAGES AND CARPORTS WRITTEN STATEMENTS IF THE MECHANICAL,AIR CONDITION,VENTILATION,HEATING SYSTEMS(NEW EXISTING A-030 INTERIOR FINISHED SCHEDULE OPENING PROTECTION FROM GARAGE TO SLEEPING ROOM NOT PERMITTED OR UPGRADED)STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY THE OWNER OR BUILDING — 1 1230 TRAVELER STREET DUCT PENETRATIONS SHALL BE MIN,26 GUAGE SHEET STEEL.NO OPENING INTO GARAGE PERMITTED DEPARTMENT. Lli EX-100 EXISTING CONDITIONS/DEMO PLAN I SOUTHOLD N.Y. 11971 . . PROVIDE VERTICAL SEPARATION,VERT:3/4'RESISTANCE(5/8'TYPE X GARAGE SIDE,112'TYPE X OPPOSITE SIDE) 14. ADDITIONS,ALTERATIONS OR RENOVATION:SHALL COMPLY WITH IECC 2015 UNALTERED PORTIONS OF THE 0: - I PROVIDE HORIZONTAL PROTECTION.HORIZ:ONE LAYER 5/8'TYPE X GYPSUM EXISTING BUILDING IS NOT REQUIRED TO COMPLY WITH THIS CODE. :D EX-101 EXISTING ELEVATIONS — 1 631-765-5020 f I PROVIDE NON-COMBUSTIBLE FLOOR SURFACE 15. MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING I— A-1 00 BASEMENT CONSTRUCTION PLAN I . 0 0 . SECTION R310:EMERG.ESCAPE AND RESCUE OPENINGS SYSTEM IN ACCORDANCE WITH SECTION N1103 CONTROL SYSTEMS. Lij —— PROVIDE SLEEPING ROOMS AND HA131TABLE BASEMENT AREAS SILL HEI;HT NO MORE THAN 44'A.F.F. 16. ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN ACCORDANCE WITH I-_ A-1 01 GROUND FLOOR CONSTRUCTION PLAN 0 1 MIN.OPENING AREA=5.75 SO FT(15 SO FT AT GRADE) TABLE R.402.4.1.1 APPLY A BEAD OF CALK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO _F INSTALLING INTERIOR GYPSUM ALL BOARD. 0 A-102 SECOND FLOOR CONSTRUCTION PLAN 0 f MIN.OPENING HEIGHT CLEAR m 24" Ir . MIN,OPENING WIDTH=20' < A-103 ATTIC FLOOR CONSTRUCTION PLAN 0 — I . � NO TOOLS OR KEYS ALLOWED FROM INSIDE - L : A-1 04 ROOF CONSTRUCTION PLAN 0 : MIN.HORIZONTAL AREA OF WINDOW WELL SHALL BE 9 SO FT&MIN,WIDTH OF 36, ___. ; I — PROJECT DESCRIPTION f SECTION R311:MEANS OF EGRESS A-200 EXTERIOR ELEVATIONS 0 � PROVIDE UNDER STAIR PROTECTION ENCLOSING ACCESSIBLE SPACES UNDER STAIRS WITH WALLS AND ANY SOFFITS - . . WITH 112'GYP.BD� A-201 EXTERIOR ELEVATIONS 0 - � MIN.WIDTH FOR HALLWAYS IS 3'-O' A-300 BUILDING SECTIONS 0 EXISTING DWELLING AND FOUNDATION TO BE DEMOLISHED IN ITS : MIN.I EXIT DOOR REOU'D WITHOUT TRAVEL THROUGH GARAGE I � MIN.OPENING 3'-O'WIDE x 6'-B'H GH A-301 BUILDING SECTIONS 0 ENTIRETY. NEW 2 STORY DWELLING TO BE CONSTRUCTED. WIDTH SHALL NOT BE LESS THAN 36'CLEAR.HANDRAIL PROJECTION Is 4.5'MAX . A-400 — WALL SECTION DETAILS . HEADROOM MIN.-6-8' — 0 SITE WORK: TREADS AND RISERS:8.25'MAX RISE,9'MIN.TREAD A-401 DETAILS 0 A FLIGHT OF STAIRS SHALL NOT FAVE A VERTICAL RISE LARGER THAq 12'-3' BETWEEN FLOOR LEVELS OR LANDINGS, . I . -EXISTING DRIVEWAY TO REMAIN � PROVIDE FLOOR OR LANDING AT TOP AND BOTTOM OF STAIRS A-601 ENLARGED PLANS AND INTERIOR ELEVATIONS I -NEW POOL & POOL PATIO (BY OTHERS- NOT PART OF THIS PERMIT) *EXCEPT AT TOP OF INTERIOR FLIGHT OF STAIRS,PROVIDED DOOR DOES NOT SWING OVER STAIRS.SIZE OF LANDING . � is MIN.36'IN DIRECTION OF TRAVEL.WIDTH TO BE EQUAL TO STAIR OR DOOR SERVED A-602 ENLARGED PLANS AND INTERIOR ELEVATIONS -NEW REAR PORCHES & PATIOS ; WALKING SURFACE OR TREADS AND LANDINGS OF STAIRWAYS SHALL BE NO STEEPER THAN 2%SLOPE A-603 ENLARGED PLANS AND INTERIOR ELEVATIONS t PROVIDE AT LEAST ONE HANDRAIL ON ONE SIDE OF STAIR WITH 4 OR MORE RISERS. -NEW OUTDOOR BBQ i ! 1.HEIGHT=34'MIN,38'MAX : -CLEARING OF SELECT EXISTING TREES I , 2.CONTINUOUS TO FULL LENGTH OF STAIR ABOVE TOP RISER TO LOWEST RISER RETURN ENDS OR PROVIDE NEWEL POST OR SAFETY TERMS E-101 BASEMENT ELECTRICAL FLOOR PLAN 0. I I I -EXISTING GARAGE TO REMAIN 3.MIN.HANDRAIL SPACE BETWEEN WALL AND RAIL=1 112' E-102 FIRST FLOOR ELECTRICAL FLOOR PLAN 0 SECTION R312:GUARDS �_ ALL RAISED SURFACE 30'ABOVE FLOOR OR GRADE TO HAVE 36'MIN.WARDS.OPEN STAIRS 30,ABOVE FLOOR OR E-103 SECOND FLOOR ELECTRICAL FLOOR PLAN 0 ESTIMATED COST OF CONSTRUCTION $300,000 GRADE SHALL HAVE 34"MIN.GUARDS. — I GUARD OPENINGS NOT TO EXCEED 4'(SPHERE) SECTION 313:ALARMS I _j S-000 GENERAL STRUCTURAL NOTES 0 - PROVIDE SMOKE ALARM AT SLEEPING ROOMS,AND AREAS IN IMMEDIATE VICINITY OF BEDROOMS AND IN BASEMENTS < I I . PROVIDE CARBON MONOXIDE ALARM ON ANY STORY WITH A SLEEPING ROOM OR A FUEL FIRED/BURNING APPLIANCE cr S-100 FOUNDATION PLAN AND EQUIPMENT,FIREPLACE OR ATTACHED GARAGE. D 0 PROJECT TITLE: �_ i 01.EXISTING DWELLING UNITS SHALL BE EQUIPPED WITH SMOKE DETECTING DEVICES RECEIVING THEIR PRIMARY 0 S-101 FIRST FLOOR FRAMING PLAN 0 POWER FROM BATTERIES OR FROM THE BUILDING WIRING AND THERE SHALL BE NO SWITCH IN THE CIRCUIT OTHER :D ! THAN THE OVER CURRENT DEVICE PROTECTING THE BRANCH CIRCUIT. cr S-102 SECOND FLOOR &LOWER ROOF FRAMING PLAN 1735 PARK AVE I 0 : 02.ALL SMOKE DETECTING DEVICES TO BE PROVIDED AND INSTALLED SHALL EITHER BE ACCEPTED PURSUANT TO I-__ . ; 0 i RULES AND REGULATIONS PROMULGATED BY THE COMMISSIONER,APPROVED BY THE BOARD OF STANDARDS AND S-103 ATTIC FLOOR FRAMING PLAN MATTITUCK, NY t 0 : APPEALS OR BE LISTED BY A NATIONALLY RECOGNIZED INDEPENDENT LABORATORY THAT MAINTAINS PERIODIC . . . INSPECTIONS OR PRODUCTION OF LISTED EQUIPMENT AND WHO'SE LISTING STATES THAT THE EQUIPMENT MEETS S-104 UPPER ROOF FRAMING PLAN 0 NATIONALLY RECOGNIZED STANDARDS. I I — 03.NO DEVICES SHALL BE DEEMED TO BE IN COMPLIANCE UNLESS IT IS OF EITHER THE IONIZATION CHAMBER OR S-200 TYPICAL FOUNDATION DETAILS 0 PHOTO-ELECTRIC TYPE.SUCH DEVICES SHALL BE IN COMPLIANCE WITH THE REFERENCE STANDARD IRS 17-1. . S-201 TYPICAL FRAMING DETAILS SHEET TITLE: 04.SMOKE DETECTORS SHALL BE LOCATED 15'OFF ANY BEDROOM(MAXIMUM) 0 - 06.CARBON MONOXIDE DETECTORS ARE TO BE INSTALLED AS PER INTERNATIONAL RESIDENTIAL CODE SECTION R315; S-202 TYPICAL FRAMING DETAILS Cover Page ON EACH FLOOR AND ADJACENT TO BEDROOM DOORS,MIN.ONE PER FLOOR.DETECTORS CAN BE BATTERY POWERED. 0 S-300 SECTION AND DETAILS 0 1 1 . . � � I S-301 SECTION AND DETAILS 0 � DATE: PAGE: ! ; I S-302 SECTION AND DETAILS I 0 1 2023.09.08 i I I I — I I SCALE: A-000 � , , "" ' " &"' As Noted —. 3 1�00 11 mr*p_ All. I - � I Ife 171V � � P'�' " If � I , , I I - 1. �` 11 i I ; L I -'%*I�l i � � IZ-11 ll.� - , "' _,�_ 4 -,�,�,�o V 1-,_�* -1-1 , �%, I 1�1 ,, \_ . , , , I - 11 � A�ll I I-" I I I ' ll I`- 1- ; " �/ I I �\� " rel ,_", I r __ ,'I, 6" T-- ` " I �I �"I ') V _i,� I I f-I , i 1�2 ` I II , l` I 1� I � 41 I I 1-1 , I " I I I � ; � i � I I . - I . I - � � 11-1 WINDOW SCHEDULE NO. MANUF. MODEL TYPE FINISH-EXT FINISH-INT GLASS R.O.WIDTH R.O.HEIGHT EGRESS TEMPERED COMMENTS 001 Series) CX14 CASEMENT WHITE LOW E4 2'-8" 4'-012" YES NO 002 ANDERSEN(400 Series) CX13 FIXED WHITE LOW E4 2'-8" S-0112" NO YES 100 ANDERSEN(400 Series) WDH2662 DOUBLE HUNG WHITE LOW E4 2'-8 V8" 6'-4 7/8" YES NO 101 ANDERSEN(400 Series) WDH2662 DOUBLE HUNG WHITE LOW E4 j 2'-8 V8" 6'-4 7/8" YES NO 102 ANDERSEN(400 Series) WDH2662 DOUBLE HUNG WHITE LOW E4 2'-8 V8" 6'-4 7/8" YES NO 103 ANDERSEN(400 Series) WDH2646 DOUBLE HUNG WHITE LOW E4 2'-8 1/8" 4'-8 7/8" NO NO 104 ANDERSEN(400 Series) WDH2646 DOUBLE HUNG WHITE LOW E4 2'-8 V8" 4'-8 7/8" NO NO 105 ANDERSEN(400 Series) CX16 CASEMENT WHITE LOW E4 2'-8" 6-0 3/8" NO NO 106 ANDERSEN(400 Series) CX16 FIXED WHITE LOW E4 2'-8" 6-0 3/8" NO NO 107 ANDERSEN(400 Series) CX16 FIXED WHITE LOW E4 2'-8" 6-0 3/8" NO NO 108 ANDERSEN(400 Series) CX16 FIXED WHITE LOW E4 2'-8" 6-0 318" NO NO 109 ANDERSEN(400 Series) CX16 FIXED WHITE LOW E4 2'-8" 6-0 3/8" NO NO POWERS HANCOCK DESIGN 110 ANDERSEN(400 Series) CX16 FIXED WHITE LOW E4 2'-8" 6-0 3/8" NO NO 0 111 ANDERSEN(400 Series) CX16 CASEMENT WHITE LOW E4 2'-8" 6-0 3/8" YES NO PO Box 400 112 ANDERSEN(400 Series) WDH26510 DOUBLE HUNG WHITE LOW E4 2'-81/8" 6-0 7/8" YESYES South Jamespot , NY 11940 113 ANDERSEN(400 Series) WDH26510 DOUBLE HUNG WHITE LOW E4 2'-81/8" 6-0 7/8" YES YES 114 ANDERSEN(400 Series) AXW281 AWNING WHITE LOW E4 2'-8" 3'-01/2" NO NO 115 ANDERSEN(400 Series) AXW281 AWNING WHITE LOW E4 2-8" 3'-01/2" NO NO 116 ANDERSEN(400 Series) AXW281 AWNING WHITE LOW E4 2'-8" 3'-01/2" NO NO 117 ANDERSEN(400 Series) C245 DBL CASEMENT WHITE LOW E4 4'-01/2" 4'-5 3/8" NO NO MULLED UNIT 118 ANDERSEN(400 Series) WDH2662 DOUBLE HUNG WHITE LOW E4 2'-8 V8" 6-4 7/8" YES NO 119 ANDERSEN(400 Series) WDH2662 DOUBLE HUNG WHITE LOW E4 2'-8 V8" 6'-4 7/8" YES NO 120 VELUX("Fresh Air"Skylight VSE) C08 SKYLIGHT WHITE LOW E4 1'-9" 4'-6 7/16" NO NO POWERED-SEE ELEC.PLAN 121 VELUX("Fresh Air"Skylight VSE) C08 SKYLIGHT WHITE LOW E4 1'-9" 4'-6 7/16" NO NO POWERED-SEE ELEC.PLAN 122 VELUX("Fresh Air"Skylight VSE) C08 SKYLIGHT WHITE LOW E4 1'-9" 4'-6 7/16" NO NO POWERED-SEE ELEC.PLAN 123 VELUX("Fresh Air"Skylight VSE) C08 SKYLIGHT WHITE LOW E4 1'-9" 4'-6 7/16" NO NO POWERED-SEE ELEC.PLAN 124 VELUX("Fresh Air"Skylight VSE) C08 SKYLIGHT WHITE LOW E4 1'-9" 4'-6 7/16" NO NO POWERED-SEE ELEC.PLAN 125 VELUX("Fresh Air"Skylight VSE) IC08 SKYLIGHT WHITE LOW E4 1'-9" 4'-6 7/16" NO NO POWERED-SEE ELEC.PLAN 126 ANDERSEN(400 Series) ICIR30 FIXED-CIRCLE WHITE LOW E4 3'-01/2" 3'01/2" NO NO `S�EREO,�R .%OPHER 200 ANDERSEN(400 Series) WDH26410 DOUBLE HUNG WHITE LOW E4 2'-8 V8" 5'-0 7/8" NO NO 201 ANDERSEN(400 Series) WDH26410 DOUBLE HUNG WHITE LOW E4 2'-8 V8" 5'-0 7/8" NO NO V A 202 ANDERSEN(400 Series) WDH26410 DOUBLE HUNG WHITE LOW E4 2'-8 V8" 5'-0 7/8" NO NO • ' u' 203 ANDERSEN(400 Series) CX135 CASEMENT WHITE LOW E4 2'-8" 3-5 3B" YES NO 0 204 ANDERSEN(400 Series) CX135 CASEMENT WHITE LOW E4 2'-8" 3-5 3B" YES YES 0 205 ANDERSEN(400 Series) 2135 CASEMENT WHITE LOW E4 2'-8" 3-5 3,8" YES YES Eyy'( 0 206 ANDERSEN(400 Series) WDH26410 DOUBLE HUNG WHITE LOW E4 2'-8 V8" 5'-0 7/8" NO YES • 00 207 ANDERSEN(400 Series) WDH26410 DOUBLE HUNG WHITE LOW E4 2'-8 V8" 5'-0 7/8" NO NO ISSUE SUBMISSION U' 208 ANDERSEN(400 Series) CX145 CASEMENT WHITE LOW E4 2'-8" 4'-5 3,8" YES NO 209 ANDERSEN(400 Series) CX145 CASEMENT WHITE LOW E4 2'-8" 4'-5 3B" YES NO NO. DATE ISSUE 210 ANDERSEN(400 Series) CX145 CASEMENT WHITE LOW E4 2'-8" 4'-5 3,8" YES NO 1 09.08.23 09.08.23 211 ANDERSEN(400 Series) CX145 CASEMENT WHITE LOW E4 2'-8" 4'-5,H" YES NO 212 ANDERSEN(400 Series) CX145 ICASEMENT WHITE LOW E4 2'-8" 4'-5 3B" YES NO v 300 ANDERSEN(400 Series) CIR30 FIXED-CIRCLE WHITE LOW E4 3'-01/2" 3'-01/2" NO NO 301 ANDERSEN(400 Series) CIR30 FIXED-CIRCLE WHITE LOW E4 3'-01/2" 3'-01/2" NO NO 302 ANDERSEN(400 Series) CIR30 FIXED-CIRCLE WHITE LOW E4 3'-0112" 3'-01/2" NO NO EXTERIOR DOOR SCHEDULE NO. MANUF. MODEL SIDELIGHT/ TYPE FINISH GLASS R.O.WIDTH R.O.HEIGHT COMMENTS STATIONARY PANEL A THERMATRU(OR EQ.) TO SELECT INSWING 3'-6" 8'-0" B ANDERSEN(400 Series) FWH5480PALR (2)FWH2980S INSWING PATIO DOOR LOW E4 V.I.F. 8'-0" FIXED&ACTIVE PANELS MULLED �I C ANDERSEN(400 Series) FWH6080PALR (2)FWH3180S INSWING PATIO DOOR LOW E4 V.I.F. 8'-0" FIXED&ACTIVE PANELS MULLED REVISION SUBMISSION D ANDERSEN(400 Series) FWH6080PALR N/A INSWING PATIO DOOR LOW E4 V.I.F. 8'-0" NO, DATE REVISION E ANDERSEN(400 Series) FWH6080PALR (2)FWH3180S INSWING PATIO DOOR LOW E4 V.I.F. 8'-0" FIXED&ACTIVE PANELS MULLED of 1 00,00,00 00.00,00 Z F ANDERSEN(400 Series) FWH5480PALR ( 2 2)FWH2980S JINSWING PATIO DOOR LOW E4 V.I.F. 8'4" FIXED&ACTIVE PANELS MULLED m G ANDERSEN(400 Series) FWH31611AR NIA INSWING PATIO DOOR OW E4 3'-1" 6-11" INTERIOR DOOR SCHEDULE NO. MANUF. MODEL TYPE FINISH WIDTH HEIGHT THICKNESS LOCATION COMMENTS 001 JELD-WEN(OR EQ.) TO SELECT SWING SIMPLE 2'-4" 7'-0" U-1 3/4" BATHROOM 002 JELD-WEN(OR EQ.) TO SELECT SWING SIMPLE 2'-8" 7'-0" 0'-13/4" BEDROOM 003 JELD-WEN(OR EQ.) TO SELECT SWING SIMPLE 3'-0" 7'-0" 0'-13/4" STORAGE z 004 JELD-WEN(OR EQ.) TO SELECT 3/4 HR.F.R.STL.SWING 3'-0" 7'-0" 0' 1 3/4" MECHANICAL RM. LU 005 JELD-WEN(OR EQ.) TO SELECT SIMPLE BI-PART (2)2'-6" 7'-0" 0'-13/4" GYM/THEATER CLOSET m 006 JELD WEN(OR EQ.) TO SELECT SIMPLE BI PART (2)3'0" 7'-0" 0'-13/4" GYM ENTRY OPTIONAL GLASS DBL DOORS 007 JELD-WEN(OR EQ.) TO SELECT SWING SIMPLE 74" 7'-0" 0'-13/4" UNDER STAIR CLOSET 008 JELD-WEN(OR EQ.) TO SELECT SWING SIMPLE (2)2'-6" 7'-0" 0'-13/4" BEDROOM CLOSET 009 JELD-WEN(OR EQ.) TO SELECT SWING SIMPLE 2'-6" 7'-0" 0'-13/4" STORAGE/MECH. 100 JELD-WEN(OR EQ.) TO SELECT SWING SIMPLE 2'-6" 8'-0" 0'-1 314" M.BEDROOM 101 JELD-WEN(OR EQ.) TO SELECT SWING SIMPLE 74" 8'-0" 0'-13/4" M.BEDROOM CLOSET 102 JELD-WEN(OR EQ.) TO SELECT SWING SIMPLE 2'-6" 8'-0" 0'-13/4" M.BATHROOM 103 JELD-WEN(OR EQ.) TO SELECT SWING SIMPLE 2'-6" 8'-0" 0'-13/4" PWDR ROOM 104 JELD-WEN(OR EQ.) TO SELECT POCKET 2-6" 8'-0" 0'-13/4" STUDY 105 JELD-WEN(OR EQ.) TO SELECT SIMPLE BI-PART (2)1'-6" 8'-0" 0'-13/4" HALL CLOSET 106 JELD-WEN(OR EQ.) TO SELECT SIMPLE SWING 2'-8" 8'-0" 0'-13/4" LAUNDRY RM. 200 JELD-WEN(OR EQ.) TO SELECT SWING SIMPLE 2'-8" 8'-0" 0'-13/4" BEDROOM 201 JELD-WEN(OR EQ.) TO SELECT SIMPLE BI-PART (2)2'-4" 8'-0" U-1 3/4" BEDROOM CLOSET 202 JELD-WEN(OR EQ.) TO SELECT SIMPLE BI-PART (2)214" 8'-0" 0'-13/4" BEDROOM CLOSET 203 JELD-WEN(OR EQ.) TO SELECT SWING SIMPLE 2'-8" 8'-0" 0'-13/4" JR.MASTER BATH Z 204 JELD-WEN(OR EQ.) TO SELECT ISIMPLE SWING 2-8" 8'-0" 0'-13/4" JR.MASTER BEDROOM PROJECT TITLE; 00 205 JELD-WEN(OR EQ.) TO SELECT SWING SIMPLE 2'-8" 8'-0" 0'-13/4" HALL BATHROOM -- U' 206 JELD-WEN(OR EQ.) TO SELECT SIMPLE SWING 1'-8" 8'-0" 0'-13/4" LINEN CL. 1735 PARK AVE 207 JELD-WEN(OR EQ.) TO SELECT SIMPLE SWING 2'-8" 8'-0" 0'-13/4" BEDROOM MATTITUCK, NY 208 JELD-WEN(OR EQ.) TO SELECT IMPLE BI-PART (2)2'-4" 8'-0" 0'-1 314" BEDROOM CLOSET 209 JELD-WEN(OR EQ.) TO SELECT IMPLE SWING 2'-8" 7'-0" 0'-13/4' ATTIC STAIRWAY SHEET TITLE: Window&Door Schedule DATE: PAGE: 2023.09.08 SCALE: A-020 As Noted SITE INFORMATION Climatic and Geographic Design Criteria ADDRESS: 1735 PARK AVE. Subject to Damage From SCTM: 1000-123.00-02.00-033.000 Ground Winter Ice Shield Flood Air Air Seismic Wind 100.00, Snow Load Frost Design Underlayment Freezing Freezing Design N86°57'00"E EL. 16.8' ; ZONE: R-40 (PSF) Weathering Line Depth Termite Temp. Required Hazard Index Index Category Speed EL 21 0 m >� Cn Moderate 130 mph D b W 20 Severe 31-011 to Heavy 15 Yes N/A 1500 or less 52.2 B (ASCE 7-10) ° _ _ _ _ _ _� o I SETBACK + HEIGHT REQUIREMENTS: � - '- - '- ACCESSORY BUILDING S�ACKI - v y I � 7 O ALLOWABLE PROPOSED CA) I \ I MO y ,K W POWERS HANCOCK DESIGN LOT AREA 40000 SF MIN. 25000 S.F. (EXISTING) Bun Ln RIMARY) o I \ PO Box 400 „ 9alOw - 35-0 MAX. ACCESSORY) � I I South Jamesport, NY 11940 BUILDING HEIGHT 32'-5" _ _ 2-1/2 STORIES I '- - p�INCIPAL BUILDING SETBACK r 0 1 CP LOT COVERAGE 20% MAX. 16.10% EXISTGARAGIEINP I 0 I D enter TO REMAIN I \ FRONT YARD SETBACK* 40'-0" MIN. 80'-7" G I I X20 (NON CONFORMING LOT SIZE AS PER§ 280-124) 0 I 40'-0" ^, LAP POOL (NOT PART OF THIS REAR YARD SETBACK 50'-0" MIN. 122'-8" �q, j I PERMIT-BY OTHERS)POOL I i PATIO o ON GRADE SIDE YARD SETBACK 15'-0" MIN. 21'-0" Pie, I I r_ _____ __ 40'.0" park ► I SIDE YARD SETBACK (COMBINED) 35-0" MIN. 44'-6FtE" Dq I I `-� oI G\5iE HER RC'yi I �� pP G AO l� I I L----- GROSS FLOOR AREA RATIO CALCULATIONS: I o I LINE REMOFEXIST �► I G� I DWELL.TO BE I REMOVED LOT: 25,000 SF I I I DN 18'-6" m ALLOWABLE LOT SIZE: 40,000 SF MIP . PATIO BUILT-IN 880 ON WOOD DECK O 4 I GRILL I GRADE , I I I 2G'-s" �` a NON-CONFORMING LOT SIZE* LOCATION MAP 9b I I I BASEMENT 3350sf+(25000sf-20000sf)x0.01= 3850.0 SF ALLOWABLE G.F.A. I I ON ro STAY m WOCQDECK ON ENTRY STAIR r--- G" SCALE: N.T.S. I - 2�S RYB: 18'-10" w PROPOSED WOOD DECK , BACKUP G 20'-0" I I GENERATOR PROPOSED INCLUDED IN G.F.A. ' L_-----J PROP. NS I o CONDENSER ON ISSUE SUBMISSION ELECTRIC GATE PROP. ' PROP.2 STRY � 4'-0" P.CONC.PAD WD.FR.DWELL FIRST FLOOR 1843.75 SF 1843.75 SF I i I o 1 STAY N0, DATE ISSUE F F ELEV.:23.2' PROPOSED CODE 2'-3' 23'-6" 1 09,08.23 09.08.23 ... 21'•0" COMPLIANT SECOND FLOOR 973.75 SF 973.75 SF ROOF " , ,� SIDEYARD2G'-G ' POOL FENCING NEW 4 V.T.R. I I I I NEW 4 V.T.R. I,I NEW 4 V.T.R. sETBACK I PROP.SELF PROP. R CLOSING GATE 1 STAY. I I I I 18'-0` EGRESS WINDOW I I Ivi WELL-METAL _ COV.PORCH o GRATE COVER ` TOTAL (SF) 2817.50 SF 1T-0" DN 2817.50 SF (11.62%) i i i � ATTIC i i I I 0� LOT COVERAGE CALCULATIONS: _ _z" _-_ __ z"_ -__ --------------- i ❑❑ EL. 21.2' 2.. I2.. HE]215'-0„ I -n �LOT: 25,000 SF I SIDE YARD I JR. MASTER i 21 -0"SIDE YA��D I ❑❑❑❑ TH ALLOWABLE LOT COVERAGE: 20/ BA ❑❑❑❑❑ 15'_0" 25000sf x 0.20= 5000.0 SF ALLOWABLE LOT COVERAGE ; ; ; I I I ,5'-0� I I o - SIDE YARD I I I I I SIDE YARD - I j I PRINCIPALBUIL VG SETBACK T PROPOSED INCLUDED IN LOT COVERAGE SECOND FLOOR 1 I ; I o I co 2 2 3 i 2 IZ 3 " 2 Ico I o I REVISION SUBMISSION FIRST FLOOR 1843.75 SF 1843.75 SF 2" L----- 2" 2" 2" ' N I � I Ln 3Cn -- I Ip -- ;2„----��--- Ih IZ„�---I „r-- i--- ----r----r---------------) o I ► O N0, DATE REVISION NOTE: DRYER VENT E------------� I , I Z PWDR I 1 I I I2 I I2 I I?" O TO EXTERIORi IZ°i i IZ" KITCHEN I i i i i i i i i MASTER BATH O I O 1 00'00'00 00.00.00 SECOND FLOOR 973.75 SF 973.75 SF LAUNDRY I I , , ROOM , , , O L' - ACCESSORY BUILDING SETBACK T ROOM o f i I I I o i 3" i o b REAR PORCH(S) 314.80 SF 314.80 SF ' FIRST FLOOR FD Q W IZ" IZ" IZ" Dw j I GRAVEL Z z PER PFR RER DRIVEWAY < > MFG MFG MFG 2" 3" I IZ" 3" 2" 2° O ' FRONT PORCH 85.00 SF 85.00 SF CID IZ" I2" 1, co EL. 21.8 3" ----2.,-------T-----------, EL. 21.3 , TO SEPTICIZ" III" II1" S86057'00"W 100.00 DETACHED GARAGE- EXISTING 0.00 SF 332.00 SF SYSTEM - I 1 1 2 DESIGN BY OTHERS BASE ENT I BATH OOM POOL (BY OTHERS) 400.00 SF 400.00 SF BASEMENT I AVENUE I PARK POOL PATIO- ON GRADE 400.00 SF 400.00 SF EJECT. 2" 3" I2" PUMP c0 BASEMENT ENTRY STAIR 72.00 SF 72.00 SF PLUMBING RISER DIAGRAM SITE PLAN TOTAL (SF) 4089.30 SF 4421.30 SF (17.69%) 2 3 II _ SCALE: N.T.S. SCALE. 1 - 201.011 THERMAL ENVELOPE DIAGRAMS TYPICAL EXTERIOR FRAMED WALL TYPICAL ROOF TYPICAL BASEMENT SLAB TYPICAL FOUNDATION WALL IMPERVIOUS BALCONY INSULATED SHEATHING (R-6) + 2 CLOSED CELL SPRAY FOAM (R-49) 3 RIGID INSULATION (R-10) EXT.: RIGID INSULATION (R-10) 5 CLOSED CELL SPRAY FOAM (R-39) BATT INSULATION (R-21) INT.: CLOSE CELL SPRAY FOAM (R-12) - I ' -_ ___, -I' _ y - - -I - - - - - - -- PROJECT TITLE. 1 �` t� 2 , -,- - { 1735 PARK AVE - 1 - r - -- - t' - - - - � ) Ej - - �II _ - , �I --- L-T � �__:� MATTITUCK NY f _ _ 11A, r , ll�'i -- - - ---- -.... .. -- -- .. ...: -�- --- 1, - - -- -- ---- - - - - "- _ - -- - - J-1 � -'� IIS I t�r-� _L3 �T '! i i ,,�.,,. �� 1 : I _I,1 SHEET TITLE: `, I - s ._- I� t 1� I "._... 1 `.. J ti �i h l! t 9 I i'a �1t � _'�_- -- 11 " m 1 �� --.. 1 i � ,-J I ___.� i t 4 o,II; EiT ''I I .�f'''1 Imo, � I. I � � I:i ,�.''1 { ' �-_� ��1'�='�-'�-� 1 - b r-�.:P,--' 1 . _._ - -- .-: . . _ . , ZONING, SITE PLAN, PLUMB. RISER - _ THERMAL ENVELOPE _ I I u I 4 4 I DATE: PAGE: -- -� - - _ - _ -- _ - I II �I I ' I 1 � 11 2023.09.08 I � I _--- ! _ J 3 SCALE: A-001 BASEMENT FLOOR PLAN _ BASEMENT FLOOR PLAN SECOND FLOOR PLAN BUILDING SECTIONS 4 SCALE: 1116":1'-0" 5 SCALE: 1116":1'0" SCALE: 1116":1'-0" SCALE: tl':1'4' AS NOTED SHEET NOTES FIRST FLOOR NOTES: • REFER TO PLANS BY STS ENGINEERING FOR ALL FOUNDATION DETAILS, NOTES DIMENSIONS, ETC. • REFER TO DETAIL 1/A400 FOR TYP. FRAMED WALL A301 300 POWERS HANCOCK DESIGN BASEMENT PLAN KEYED NOTES PO Box 400 I I WOOD FLOORING:SEE FINISH SCHEDULE AND South Jamesport, NY 11940 O INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION __—_—_-- — i j_ O TILE FLOORING:SEE FINISH SCHEDULE AND INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION _Q_ —_—_—_-- 1__--___L _�_L_______________f �. l POURED CONCRETE SLAB:SEE STRUCTURAL �i l t� / 22 / 23 / O DRAWINGS FOR ADDITIONAL INFORMATION ? ® VINYL FLOORING:SEE FINISH SCHEDULE FOR I i ADDITIONAL INFORMATION O 200 AMP ELECTRICAL PANEL:ALL INSTALLATIONS AS I � PER 2020 RESIDENTIAL CODE OF NEW YORK STATE j i © CAST IN PLACE P.CONC. BASEMENT STAIR: I i i SEE NOTED DETAIL I I ______ I I 6"DRAIN: F 7 CONNECT TO DRYWELL(DESIGNED BY OTHERS) FLAT CEILING:SEE REFLECTED CEILING PLAN �C,ISTER,�o T— --- " --------------------------------------- ��R�'}�C'y Q OP O9 TEMPERED GLASS (�� c.o ��► II --------------------------------------- O tr / _ f 10 BUILT-IN CABINETRY:BY OWNER m —23 I � -- -- 22--- — — I ' Sao i x / / ` ^° ,, I CLOSET: 1 ROD, 1 SHELF-COORDINATE W/OWNER 9 I i Ii I I I i 12 CLOSET:ADJUSTABLE SHELVES(5)-COORDINATE W/ I i i I OWNER ^-"T.�--- I I I I I I ---------------------� I I Eo I I 13 GYPSUM BOARD.: PROVIDE 5/8"TYPE X GYP.BD.ON r_____------ i 16 16 I O ALL WALL&CEILING SURFACES IN THIS AREA I I 2 ISSUE SUBMISSION I L_________________ �______________J I A401 14 EJECTOR PUMP \ / \ \ ------ ----J— — -------------1/—/'-N I N0, DATE ISSUE NEW CLOSED RISER STAIRCASE AND HANDRAIL: \ I 15 PER IRC R311.7 W/NYS SUPPLEMENT 1 09.08.23 09.08.23 N ( I 16 INTERNAL ROOF DRAIN I I I GYM/THEATER I i I 17 TILE WALL FINISH:FULL HEIGHT AT SHOWER ®® tr•to^ 2- 17-11" I ( ta'•a° 3" 18 TYPICAL INTERIOR PARTITION WALL:STUDS @ 16"O.C. O W/5/8"M.R.GYP.BD W/SINGLE TOP PL.+P.T.BOT. PL. UEP 2" 1 I 21 t t0 19 PROVIDE ROXUL SOUND ATTENUATION INSULATION 5 I ( I 002 (OR EQ.)@ INTERIOR BATHROOM WALL CAVITIES. I MECHANICAL UNITS FOR HEAT/HOT WATER: CLOSET i I I I 9 20 SEE ACCA MANUALS J,S,&D(BY OTHERS) Ioos I I I 21 CONTRACTOR TO COORDINATE FINAL WALL DEPTH AT THIS AREA w/REQUIRED SPACE FOR WASTE LINE&C/O � II 12 I 18 TYPICAL I I UP 22 LINE OF WOOD DECK/STEPS ABOVE:SEE STRUCTURAL _ DRAWINGS FOR FRAMING&FOUNDATION INFO. r•a� N �I 9'-a^ I I I I 23�-52" DN-- O SEE STRUCTURAL DECK/PORCH FOOTING: MECHANICAL/ ' I I I ' ► 23 REVISION SUBMISSION STORAGE WH '° 24 " NO. DATE REVISION o7 I O TYPICAL BASEMENT POST: I 1 00.00.00 00.00.00 24 �N 19 18 24 SEE STRUCTURAL DRAWINGS 006 O • f., .,d ;...':: :. . :,° .. .:.. ,,: 009 •. . AIR ------ £, EGRESS COMPLIANT WINDOW&WINDOW WELL: HANDLER i I I I 25 SEE NOTED DETAIL BENCH I I I I I I I I UP 28 STORAGE/MECH I 26 DEHUMIDIFIER COUPLED TO NEW AIR HANDLER UNIT I I I 9 26 i i i i i 5 _ _ _ _ ool I � — A H s 17 R O® 13 I 27 SHOWER NICHE 24 - 2 8 I rr A VESTIBULE � 0 s°�— 27 ^ a:-�. ao^ 28 STONESHOWER BENCH SEAT: SLAB O SELECT BY OWNER 04 N ®® -1-71� UC4) t tg•z^ 10 tr•s2°-224 tr-a" 19 29 002 �11 •° 30 - - 11 I BEDROOM 32 008 ® O A400 2 o STORAGE ZD of U le 77 34 -- 'NI SYMBOLS �N 7777 77" A301 001 I I PROPOSED 2x FRAMED WALLS:REFER TO I SCHEDULE BY STRUCTURAL ENGINEER I I `• '' ' PROPOSED POURED FOUNDATION WALL I I � \ — — — — — LINE ABOVE _________ _ , ---------------- 22 23 / -------------- LINE BELOW I i I I L____________ —— —— GUIDE LINE/CENTER LINE PROJECT TITLE: X-XXX ELEVATION TAG 1735 PARK AVE . MATTITUCK, NY X X XXX —1SECTION TAG 2X SHEET TITLE: A301 300 XXXX X INTERIOR ELEVATION TAG PROPOSED BASEMENT FLOOR PLAN PROPOSED BASEMENT FLOOR PLAN X 1 X SCALE:4" 1'-0" DETAIL MARKER DATE: PAGE: = 2023.09.08 X-X EXTERIOR DOOR TAG SCALE: A- 1 00 X-X WINDOW TAG AS NOTED XXX INTERIOR DOOR TAG SHEET NOTES FIRST FLOOR NOTES: • REFER TO PLANS BY STS ENGINEERING FOR ALL STRUCTURAL DETAILS, NOTES, DIMENSIONS, ETC. ss'-s"OVERALL • 5/8"GYP. BD. ON ALL WALLS&CEILINGS (U.O.N.) (MOISTURE RESISTANT GYP. BD. @ BATHROOM'S) • ALL APPLIANCES TO BE OWNER SUPPLIED 20'-0" 20'-6" 1`51-0' ------------------ EQ EQ 52" EQ c EQ FLOOR PLAN KEYED NOTES O NTOEORIOROELEVATIONS FORADDITIONAL INFORMATION POWERS HANCOCK DESIGN 2 TILE FLOORING:SEE FINISH SCHEDULE AND A301 300 O ELEVATIONS FOR ADDITIONAL INFORMATIONINTERIOR PO Box 400 South Jamesport, NY 11940 5 z 11 N CANTER °N co PLANTER ® IPE WOOD DECKING:WITH CONCEALED FASTENERS ---- - -- ------ - - -- -------- -- - STONE PATIO -- -- ------ ---- I 0 EXTERIOR WOOD STAIR: ON GRADE D DVVN — TR. ----- -- - - - ----- - © CONCRETE STAIR: J IR I. - ------ --- ------------------------------------ -- ----- DECK -- -- -- -----_ -- -------- O PATIO ON GRADE: 2'-0' 1a's" 3'-s" ---- DECK EL.-0'4" — ----- - --- - ----- i® ZD COORDINATE FINAL DESIGN W/OWNER -----—- ® —-- - - -- -- ------ -— 20 ® FLAT CEILING:SEE REFLECTED CEILING PLAN --------------- --- — -- _- - ----- O CATHEDERAL CEILING:SEE REFLECTED CEILING PLAN ----------------- ' I ------ - - --- -- - ---- - - -- - .. _.. - - -- ----- — � CEILING.SEE SECTIONS, j J, O � , - - 10 TRAY CEILING.BOX TRAY NOTED DETAILS,&STRUCTURAL DRAWINGS G\�-�ERED ARC 5 I ' OpHER G hid, COF EE tj Z STATION zN 11 WOOD PLANTER: REFER TO NOTED DETAIL ��5� zi 0 Fr * U L A' °N co BUILT-IN MILLWORK ELEMENT: D WN I o Z Q o 2 ''I _'D — I_ I— w --- ---- - - -- 12 300 e p ( 117 -- ------------- --- - BY OWNER � 36'SINK WOOD BUR NING INSERT FIREPLACE:3 RI. ' COORDINATE FINAL DIMS W/SELECTED UNIT __- RAISED HEARTH WITH WOOD STORAGE: --- ,�DECK EL. 0'4" - -- ---—----- — --- - 14 SEE INTERIOR ELEVATIONS O i ------ ---- 4 v S L — J L ` L — J OW- — - p 15 NEW CLOSED RISER STAIRCASE AND HANDRAIL: ^ - -- 11 0 -- - -- - B 36 — =N A401 PER IRC R311.7 W/NYS SUPPLEMENT °N co — — o ISSUE SUBMISSION ! 16 SKYLIGHT ABOVE — — — — — — — — — — — — — — — — 6 _ KITCHEN/DINING DECK--------- I 22 22 N0. DATE ISSUE ----- = .. i l 35 " 0 z ------ - - - -- --- 1 A400 O ® i 0 N r rr EZ 17 LINE OF SECOND FLOOR ABOVE 1 09,08.23 09,08.23 M W — - — DECK EL. 0'-4" —--- -- 5 ---- - --- -- 36-----®- - ------ _ r-a _ 18 WINDOW WELL BELOW - ------------ - l_ I y-6.. 3'-C'ISLAND r o STRUCTURAL POST:SEE STRUCTURAL DRAWINGS FOR 19 ADDITIONAL INFORMATION I I VEG.I 36"PULLOUT I I b Z Z I I I I SINKI i I I FRZ.REFJ <` EQ EQ L3 I I I I I I I I MASTER 20 OUTDOOR BBQ:PROVIDE U.G.GAS LINE FOR BBQ -� I L - 1---------- ---- ---1 -J BEDROOM 118 I I I I 21 CLOSET: 1 ROD, 1 FIXED SHELF r 1 1 OO ROOF DRAIN: � I t2'-N�" 3" q.-0" 2�-4" �, 14',6" I I I I I O PROVIDE ACCESS HATCH WHERE APPLICABLE _-- COOKTTOPTION 35 CONPANTRY 114 I I I I I I — \ _ - - a 88 — 1, WALL 12 23 CODE COMPLIANT GUARDRAIL: REFERENCE DETAILS w L — J LTJ L — JK I 12 I OOO OVEN �N ROOM a a z I N 24 EGRESS CODE COMPLIANT WINDOW CLOSET w N - - ,r, 19 126 o I I I I 15TYPICAL 25 BRICK VENEER AT CHIMNEY REVISION SUBMISSION ,y ABOVE _ =- z N QQ a 4 i i o 26 WALK IN CLOSET:COORDINATE SHELVES&RODS W/ N0, DATE REVISION " I 13 I I I o0o 0 1 00,00.00 00,00.00 CLIENT PRIOR TO INSTALLATION _ __ _ _ — 101 02 27 TEMPERED GLASS GREAT ROOM I I UP II w — w 1 27 O SHOWER(CURBLESS): FLOOR JOISTS DROPPED @ I I I I I I 4 CLOSET 28 THIS LOCATION REFER TO STRUCTURAL DRAWINGS N L12 15 N II ® � j MASTER BATH 113 I II 26 30 I 29 SHOWER NICHE 35 2 n 33 119 I _ �19 �N 1112 30 RECESSED MEDICINE CABINET TYTY 'CAL I I a 4 2'-9.. I i s° A. 31 ROOF BELOW � �. � M 10'-1" T•5civ 2.. �-- � �2" 5- 3'° 3, 2 8 -J J 27 / 32 SHOWER BENCH SEAT: — __ STONE 77 FOYER 103 "' 29 - SLAB TO SELECT BY OWNER �N jW ID. j ~ .� 28 33 ELECTRIC RADIANT FLOORING @ BATHROOM w T_ — T- — — p I los �® PWDR 32 SHOWER y I I 35 I - I I F.F� EL.+0'0° ROOM Z / r 1----- U w - 21 (DATUM) m f. 34 FRAMED KNEE WALL XXX A400 2 — 5; 2 �N " 32.. o 1g BOOKSHELVES 12N 3 CABINETRY: LAUNDRYI TY CAL O TO SELECT BY OWNER 30o O I 2 8 � I . POOL ALARM: ROVIDE CODE COMPLIANT POOL ALARM ---- - - ---- - - 6 I 10 Y A401 O DOOR(S) 1 i 18 " OK EQ EQ o� I �I —' A301 SYMBOLS ----- — -- — — -- — — -- _ — STUDY - - -- _ --- ----- — A - ��— PROPOSED 2x FRAMED WALLS: REFER TO -104 -- ------- COVERED -- ---- --- —— - - -- �- — — — — — — — — — — — SCHEDULE BY STRUCTURAL ENGINEER -----_--__---_ —_ ___ - PORCH ' -------------- - - — - D TUMTYR) _-- ---- - -� 105 — -- (DATUM 111 I •` PROPOSED POURED FOUNDATION WALL 4 -- - --- ------ 4 - - - - - - 24 I - - ----------- — — — -- — — — — — LINE ABOVE °; 106 107 108 109 110 N ---------- LINE BELOW - - - - - - - - - - - - -� XXX EQ EQ T-2-2 " —-—-— GUIDE LINE/CENTER LINE PROJECT TITLE: 3'-0" EQ EQ 3'-0.. 2'-�" 5.g" 12'x" I I A ELEVATION TAG 1735 PARK AVE 20'-0" " ,5'-3" 2'-3" 4'.6" MATTITUCK, NY I X 55..6.OVERALL � SECTION TAG z I X SHEET TITLE: A301 300 X x X INTERIOR ELEVATION TAG PROPOSED FIRST FLOOR PLAN PROPOSED FIRST FLOOR PLAN X 1 - ' " XX DETAIL MARKER SCALE,4 - 1 -0 � DATE: PAGE: 2023.09.08 X-X EXTERIOR DOOR TAG X•X WINDOW TAG SCALE: A- 1 01 AS NOTED XXX INTERIOR DOOR TAG SHEET NOTES FIRST FLOOR NOTES: • REFER TO PLANS BY STS ENGINEERING FOR ALL STRUCTURAL DETAILS, NOTES, DIMENSIONS, ETC. • 5/8"GYP. BD. ON ALL WALLS&CEILINGS(U.O.N.) (MOISTURE RESISTANT GYP. BD. @ BATHROOM'S) • ALL APPLIANCES TO BE OWNER SUPPLIED FLOOR PLAN KEYED NOTES 2 I AND JOORIOROELLEV TIONS FOR DDIITIONALRING:SEE FINISHEINFORMATION POWERS HANCOCK DESIGN A301 300 O TILE ELEVATIONS INTERIOR PO Box 400 ONS FOR ADDITIONAL INFORMATION South Jamesport, NY 11940 I I ® IPE WOOD DECKING:WITH CONCEALED FASTENERS O EXTERIOR WOOD STAIR: © CONCRETE STAIR: 35-s"OVERALL O PATIO ON GRADE: COORDINATE FINAL DESIGN W/OWNER t^y 20'-6'GABLE END 15'-0" ® FLAT CEILING:SEE REFLECTED CEILING PLAN 4'-42 ` EQ EQ 4'- O9 CATHEDERAL CEILING:SEE REFLECTED CEILING PLAN TRAY CEILING: BOX TRAY CEILING.SEE SECTIONS, �S�E RE17'�RO 10 NOTED DETAILS,&STRUCTURAL DRAWINGS Q� �,�OFHER G 31 11 WOOD PLANTER: REFER TO NOTED DETAIL N BUILT-IN MILLWORK ELEMENT: 2 12 BY OWNER 4 �;:,� 300 WOOD BURNING INSERT FIREPLACE: 13 COORDINATE FINAL DIMS W/SELECTED UNIT S O� 14 RAISED HEARTH WITH WOOD STORAGE: G SEE INTERIOR ELEVATIONS NEW CLOSED RISER STAIRCASE AND HANDRAIL: 302 15 PER IRC R311.7 W/NYS SUPPLEMENT ABOVE 23 ISSUE SUBMISSION 210 209 208 16 SKYLIGHT ABOVE ,r r. . DATE ISSUE — - 22 - - BALCONY-� --— 22__- 17 LINE OF SECOND FLOOR ABOVE 1 09.08.23 09.08.23 a I A400 - - F — -— w -- 211 24 2oi - — --- ----- -- -— --- --- --------- 18 WINDOW WELL BELOW o I q STRUCTURAL POST:SEE STRUCTURAL DRAWINGS FOR V_ 31 0 19 ADDITIONAL INFORMATION I EQ EQ A400 BEDROOM 121 '`1 20 OUTDOOR BBQ:PROVIDE U.G.GAS LINE FOR BBQ ^N O® ^N cV lT 1T17-3-2"' 2 21 207 21 CLOSET: 1 ROD, 1 FIXED SHELF " I 52" 22 ROOF DRAIN: JR. MASTER PROVIDE ACCESS HATCH WHERE APPLICABLE w 10 BEDROOM 23 CODE COMPLIANT GUARDRAIL:REFERENCE DETAILS 0® X . 24 EGRESS CODE COMPLIANT WINDOW 2°0 Z �N i i i 1 151 T19QL 25 BRICK VENEER AT CHIMNEY REVISION SUBMISSION I i I N zoo ABOVE 26 WALK IN CLOSET:COORDINATE SHELVES&RODS W/ N0. DATE REVISION O CLIENT PRIOR TO INSTALLATION 1 1 1 1 00.00.00 00.00.00 ZD HALLWAY SIN 27 TEMPERED GLASS Z.1 I 1 I i I _ I 33 M 28 SHOWER(CURBLESS): FLOOR JOISTS DROPPED C 25 I 15 1 1 uR 29 O THIS LOCATION-REFER TO STRUCTURAL DRAWINGS I I 1 - 19 -- - - BATH I i I i I I zo9 —'- I - _ W --- TY SAL - -ROOM- 206 29 SHOWER NICHE zo7 oe ROOM _ 4 Z. � c� N m LINEN SHOWER 2 $ 27 30 RECESSED MEDICINE CABINET — 11'•10 1 1 o 31 ROOF BELOW 52• 2'-0' S " 5' 5" BENCH 0 2 30 \ 32 SHOWER BENCH SEAT: o 204 27 27 O �N STONE SLAB TO SELECT BY OWNER I BEDROOM EQ r-6" EQ 33 ELECTRIC RADIANT FLOORING @ BATHROOM N 29 32 I SHOWER BENCH 34 FRAMED KNEE WALL A400 116 CABINETRY: N l0 2 212 d A400 35 TO SELECT BY OWNER 300 O 24 POOL ALARM: PROVIDE CODE COMPLIANT POOL ALARM - - - -- - - ---- q-OF WINDOWS TO ALIGN - - - --- - - - --�' 36 AT EXTERIOR DOOR(S) 203 SYMBOLS N PROPOSED 2x FRAMED WALLS: REFER TO 200 201 202 SCHEDULE BY STRUCTURAL ENGINEER Aao� ~• " ` PROPOSED POURED FOUNDATION WALL 31 — — — — — LINE ABOVE ---------- LINE BELOW 4'-4' EQ EQ 4'•4- —- -— GUIDE LINE/CENTER LINE PROJECT TITLE: 20'-6"GABLE END 15'4° ELEVATION TAG 1735 PARK AVE 35`6"OVERALL I MATTITUCK, NY I I X X-XXX � SECTION TAG 2 X SHEET TITLE: A301 300 X X X X INTERIOR ELEVATION TAG PROPOSED SECOND FLOOR PLAN PROPOSED SECOND FLOOR PLAN X 1 r XX DETAIL MARKER DATE: PAGE: SCALE:4" - 11-o° 2023.09.08 GEXTERIOR DOOR TAG SCALE: A- 102 X X WINDOW TAG AS NOTED XXX INTERIOR DOOR TAG SHEET NOTES FIRST FLOOR NOTES: • REFER TO PLANS BY STS ENGINEERING FOR ALL STRUCTURAL DETAILS, NOTES, DIMENSIONS, ETC. • A301 300 POWERS HANCOCK DESIGN ROOF PLAN KEY NOTES PO BOX 400 I I O WOOD FRAMED CHIMNEY CHASE:SEE ELEVATIONS& South Jamesport, NY 11940 STRUCTURAL PLANS FOR ADDITIONAL INFO I OCHIMNEY CRICKET ROOF: TYPICAL CHIMNEY CRICKET w/METAL ROOFING OSKYLIGHT(TYPICAL): SEE WINDOW SCHEDULE FOR ADDITIONAL INFO ® STRUCTURAL RIDGE:SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFO OTRUE VALLEY: SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFO. © HIP: SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFO. 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X11 111 I._L1�1�i1' 111' UBMISSION 1l 1-, 1 1_ 11, 1 __� _- 1 {, _.-- --_-1-� '_--,-_-' i� 1111_11 1E '1_1 ,1 1 ,1L ! 1 ' - , _Il 1-_;'l t 111111 L_L !I[1, f I! -I I ! L 1 L 1 _, , , --1Lr'I_.1 1111 I `� 1.. I I 1 L j L 1; 1 J , '1!_L 1 I 11 1101 001 1�.J�LL,, 11-1- I111J111 1 11LJLiU1L'_111 11,1.1. ! , 3 _J - -: 1 -+ - `.l_ll 1._,1_0.11 1 .I.Ji11T 11.L,;_1!! iilil:1.111:.111:;11.011;_11.11!1.11_LLl!-11.1.. _.1111---- J. _:i.11 111,111! ! 1 �lu R1DG 4 Il1 !I j11 „ 11 1n I11 'I,O11! j11! 11 (IIII II 1 I11u1 ' I -'_ - - _ - - II j ! 1 1 1 l ! 1 1... 111 :�l+1 JU1rl r.J1 J i_l �, 1. _a 1 .1 j NO, DATE _ -i.__ -J_�--{ I�_1- 1111:'.1.1 1 ,, 11111.1111.:1-11.1!.'._:t11.}l 1.11.1.11-III- 1.111 11.111 111 111 t �1�111 1 11.1! 1111 q REVISION I--1 1111 1111 11111 :_ 11 1; 111.�!I J11.J_ 11.11 �I lJ 1_ 011 _I;_1_; ! 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L ll 1L 1011!1 _ _I $ I'1; 11 J lid 11:1 _1 ;011.1_:11 u 1 _11.111.111111,1_11 iO 1:011. ..11111_1 1 ' _I-1 -- S -==�=i--- - -1 1 I}-� =5-- i_�._ - -i L1 Ll: 1L1.�J1> 1 =-11- O-_a j 1� _ tt-: _11 .11.111: !_11.11 111:1 , 1111 1111,, I.L.1.i1,.1 1 01171i1.11.1.,11I1J_1i ii1i 1tTi17171. L711 Irt11L1 �rtir_17.171�t11 , i- - ] 1 x.11 ' { _:- 1 _� � 0 �- L I - 1 , 1j= � — �_�- : 1: _� �_ �+ -_ 1 1 J1 1111, 11, _i: a= �-{_+ � i.=1-1 ��= i --1i-� 1 II 1- O - _'- =1 1 11!II1�tLLI'l,ll1l 1 00- O_ __ 1 _1 - 1111 11.111111' 111.11.1_. 1.11111. 1111 LIL11_ SYMBOLS =.0 t O i 1111 110!1101011 A301 L _�-r ��_ _ i l 11. 11 ll!1.111`111,1 11,11 1 1 l i ii 1,1- - r - � O 1 �; 1 _ 1[11 llJ 1l_ _j ~„ 1.11111 tl.jl 101. 5 PROPOSED 2x FRAMED WALLS: REFER TO -I j , J 1=.1,-... :-; �1_ I JI Il i 1 I 1 1 t-I. 11111� Ill ! Ill LI ]1 1J_l . ,I - 11 11; 1111.1_1J LOI1.11111:11J 111111:f110�111 111+11!1 11 i1 L.!I l�,L 1 J1' II t1 11;111 SCHEDULE BY STRUCTURAL ENGINEER 111It 1 1..1._ LI I I I!_11 i1 1I 11 1111.11 11 , _ a I LLI 1 111111_�1��L L 1 1111_J 1]L- -J- 11 I_, 1 I_ll.:L Jl;� 1 1! _1111 I'_11 i1 1. L_I. 1 1 11 I 11 it . - 11 :1 [ 1 ''l 1 -Li 111.1 111111!0111 1 �1 11! . 1 u 1 i..1,� 11110 11111`J L L L4 1 1 1 111.11 li RWI i-_:. 1J1U11 (1 11.1 ,, 1 1 11.� 111111 ll_U!JJ1..1.it-_It- y-1 �, 11, 1L.1,.111L1111LIL.;1111I_l1 111 1' „I kl: I!: 1 j r _L : 1 ;1 111.1 JJ-11.11;1 1 LJ1 11,11. .1!t,!_11,1 J11.i 11 ll!11 1111 J j-_ �- 1 I=' `.- ' ' PROPOSED POURED FOUNDATION WALL 1 1 111 ll ll�:It 1 y 1 L __ ':1, L:II1 1'111-111.1_it--!1 Ll'1.'1 11111 111'-1'1111_: 11-11-1.1111 111..1 III 11-ILL!i1--111111111111-1111-IJ1I111-II- 111.1111-1It.2 1t'.1; 110111 1 O Lll_l._1L10 1 11 111111111 li _1 iJ 1111 i:111111 1.1 1111_Il 11111111111 11111U114ULLLll 11111 ;-lll1 111 11.1 -14 _ 1 5 11!U ! .;iJ1� 1 11 11;1.111 r 1.11.1 ;�;-,I 1l_l.li it J1-07.1 1111L1 J Ll.11.11111 1. 1 1LI,�11.111111 O jll JLIl:101,I 1 L _ '1 :-.l;!a !I - 1.911,1-11 11.111111-111.1._L'1 Jl it 'IL !1:11 -1 1I--!-I i f 11,111'_11 IL1 L!L1-1 I!-LLI,.,IL 11 I1.! 11[!1 11 Il L L1111-11�111.11�111.0i1-1!_11.11_J 1_� — — — — _- 1_ l!1 _11.11. 1J_t� l L!.L11Lu L1u111_EL!11J11 li_i 1.1,1'_111.1111!;_ 1111 11.1 .1.111 1111111) :110111 1;_ll I.11_l.L' C: 1111!111 l:Ll1ll.'. 11111E 11,_111.1, LINE ABOVE - 4t1 .TJU1!J'- - 11': l' iI�C 11: 1 -.1111111.111 IL�i7�TJ1 111Jt�I1!:1I,L' =L=, ' '10 {' ILI. !101 111 11-11Nlli 11� : '41_l :, - 1 _1 11 : 1,.11_.1 [I 1, 111 . :it OILII ,I fl lI. 11 111.1,_111!1- I1_- I' 1101.111_ii111_l1 ,111111_!1111' ._1_ItI1_". 111111-111L1Jl�_1ll1.11.1111;;1-11_It L 111.1�Jll111 L11J iJO JL!L 11 11! 1 iJL 0`J LU11 111.1,! 1 .111.1-11 !i!I: 1111,!! LI 11 ! 111.1111111 Il 1.!,IL : 1x,111.111 1t.I J'_Il 11]11. ll11.11L1=[LIILll 11-111,1:! 111111It! / -1 _� 1.1.11 ,_l:_111 f. !.11 L!_ ;-1._L 1!_11111 IiL:1',.1011.1:',(110!-1111 1.1!1: !:1111 ll 111' 1111 ,i ii 111 III;11 1111 Ill 111 111:11 !Ili 1 1_!It 11 1''II II III! 1: II I I II II 1 11 L 11 11 11 ---------- LINE BELOW —- -— GUIDE LINE/CENTER LINE PROJECT TITLE: X(X ELEVATION TAG 1735 PARK AVE I X MATTITUCK, NY SECTION TAG Z X SHEET TITLE: A301 300 X X X INTERIOR ELEVATION TAG PROPOSED ROOF PLAN PROPOSED ROOF PLAN X DETAIL MARKER SCALE: ''-II = 11-011 r' X DATE: PAGE: 4 2023.09.08 X•X EXTERIOR DOOR TAG SCALE: A- 1 0'3 X X WINDOW TAG AS NOTED XXX INTERIOR DOOR TAG T4 - - - - - - - - - - - - - - - - - - - - - - - - - - - ELEVATION NOTES --- _T o / _ N _'—"—'"—"'------ CHARCOAL SHINGLES /` -l�_1J--111 I,''I 1 1.1[11•Iu1::_!1.111 ,, I.. BUILDING HEIGHT ROOF:A ---------� --- ------ --- T�_ - ,� - ---------------- U[L111,1L1L1�_!_, !, 1 �1_I.a,� ; I; , 1, r_!-u,111111 X111� 11�E,i_u_1E;1 Ji il-LL11,' �__L 1.,1.11 COLOR:CHARCOAL L Z l --- --- ------ ------- 11 111 1J' iL'' 111 I' ,_11I� 111�ii..11J11�1ll1111,I111J1I1JI Lll_111_1L11_: 1 -1111 1 1_]I Ji ,1! II \ 111'1_1111 J' ll !11'!111 1E1 :!.1-I_l J 1111!111 !1 111 LLl.l11J111.1_!i17,L U 1J 111ll ll_I 11 111 JI 11 I!_111! SIDING:CEMENTITIOUS LAP SIDING 1 '11! ILLI I JLI JI_ll 111 llI 11JLWfIII AiLl 111 li! 11L Ill I LI]JiL l! ! . ! O 1 J 1 l IL I. L� i 111 i'-1l 11 'J1-11 1-'It I' It 11-11 11-1 1, 1,'111 1L_111� 1 J111!11llJJ1 111i1!J11 JLLI�1 II lid LI11 ! !111 J11i-Il_U1.1 -L LJ L-1'lI \ 2 COLOR:TO SELECT 12. -I,!, 12- 1 IL11111 111. L,,W 11:._ 'I Jli.i_111 ll_1L11-11i1 I_ 1I x,;111 J1 \ i 1.11_ 1 �_'� 1 111 1 11;-11,_. 1111]1111, ! L` W1tLl' ' ' 1_,_1 'll_!�:I!I 1 U g " 1U- .- 1-1 _ J 1�1L1�!_1 III-1 I1 i LI 1111_111111 _li l Jl1 _1L. 11111,_11 11.1 ,,�� L''_J_JJ 11 ACCENT SIDING.VERTICAL 1x6 COMPOSITE ¢ - Ill�lll_11i1L1!1]1J 11!11.11IJ1_U.117t i1]iLi1.L�1_ILIi]i 1111.11-1!_i 11,111_ ll_llll_IL'_I1...1_.:ILL. / COLOR:TO SELECT TII l J. �I�]_, '11`_[1 J _1LI � -�'1.-1L11t11-11_LE.11�11.11JI1111111i 111`!Y1111LII_,l�,I-11ll�1H11iI;t-11�11!lilLillllll! '111 1!111 \ 1111,111.11,I Ill 1- ' 1:1111-t.l��l .: --- 1 J.J.1.1 ,._tl JL_ll Ll_J1.-I,LJi-11 1111 l_J I [-itL l i 1' \ 6 - --_-_-- I_-L_1 �`LL !!J�l 11 11.1.111'1�111 J JJ1 1i 11 111_;1 WINDOW TRIM:5/4x4 PVC 11 i 1 IL1 I 11 i'1 i Lj_1f[lit LI':_l 1! J_LLIULL_IJJ11.J ll 1!_1111111 11 II 1111 ,I 'I !1 1!1'1L 111, 1_! \ ® COLOR:TO SELECT 1[1 i1I�111 1 111!! !J !1'-11111111;_!lli1111 L;1 LJ�11.1L111.111L1'_11J11;JLLLJ 1ilL1 ll L' 111 11 111!11 ILIJ I''._l1.'1` X11' L ' 11 !I _ _ JI_L i Ir�11i I.L11 11I,Ji1J_i11 1_f II 11 L 1111 L l .l_1.1!11 1 _LI_, , 11- _ �L. � I I.l 1111.I 1Y1. 1_, \ O WINDOW HEAD: PVC, J-1-LI, i �_.l1]Lull J_�_!I l!il I' !i ' �'_ ' ''11_I�Ll l 1-111J1.J1_I,.' _ 11 .,11 11 : :l l; '1!J 11 !! UL_!11I li J11J U 11 JJ JJII 111111 11.1 All I11L 1111111„Jl� 11 11 !l J! 111111 PROFILE TO SELECT JU.11 11 111111!1 1'1,L 1 11 L 111' 1..I 11 1 Il ![JUL 11111-11.11-1.1j,1111 1 11111 J 111 1111 II IJ!1 it -T _I':11!-!;I..11L111_lLa_I;_,111-1_111.1_111111_IIJl_LIJI-1111.!LkII 1._11LI'_1111-iRil- I_ ��' JLL�l�l11i \ FASCIA: 1x8 PVC i [1l 11-11 111,IiIt 1!liJ11i_ I,I.I.1,L1!�1 J�I'�_1i 1L_li L;l ll.i1Lil_1_llLII-Ill�1 I;.7 L1,''_Il_l: I \ 6 - I -_--__- -- ------- - --- 1 Ll lj la [1L1j lj-1[ 111]1 111'`1111� 111 J ll,it llWJ 1111 , 1U1,,1 ILLL� _i l J 1 O COLOR:TO SELECT it 1� 1'11 1 !:' J1'I.11-IL]1 1 -1111 1 .111 -� POWERS HANCOCK DESIGN 1 11!fJl;- !L�i_J11,L_L_111_i_11-IJ !i_Illi lJl11.111111.11_.L11.11J1_Il_JI lill!'-IL1L;L 111_'!_111 1 6"O.H. FRIEZE BOARD:VARIES.SEE DETAILS 111,-11 1J .Jl 1J_'L111J 1!- Jll lJ 1111 11111 11111,1 111 11111 } ;_ \ O COLOR:TO SELECT r -------- -- - ---- �i 1111 111!L-1-1] 1 111�1JI1�11i�1�L! II 11 !1il', [��11 1 1' 111 .Ij 11 111.111; (TYP.) PO Box 400 / - -- - - - - - - J ll „ l; ll_l..C,-ILLI 111.111;_Il Il i Jill L 1 ! ll 11 11!11!11 1 ' li_ 1 __—_ —_ —--—--—--—--—__—_ —--—--—__—__ __ _ __.,__ __ I I,L_i!I 1111 L„1_111 I� llj ATTIC SUBFLOOR ® GABLE END TRIM:5/4x8 PVC South Jamesport, NY 11940 ----1 lL L ------------ - - � ------- �]1-!,_.11 � ,T c_ _._. ----------------- \ COLOR:TO SELECT I1 J, 1!!_1LJ11111�J_ 11ll 1 ll111� / , II 11 1 1 111 !1 1 11 ll Lfll II J ];l ,1 J1 1.11 .!;LIE 1i'!1L h J 1L I 1111.1 ---- -- — — _---- — - ------ !_IL !11 ':�1L '1_II �11 ' iLlJ�l_I 111 il Il, J l 11111 li 1 11 ' 1JI , 11 it L'' � 1J-,�'�,1111 5 O DECKING: IPE(WOOD)-or SIMILAR 1' 1111 J 1 1[1 1 !1111 ]l l ,_1! 1111J11 I'll J!.! !l 1 1!L'_II1_'J1_IL1U! 111 IL Jl_J _1111 CONCEALED FASTENERS 11-111-11i 1 1 !_l1 hill, II !11 !1.:111 ll 1 '1 I1-'. Ill 1!1: 1 -11,1. it 111LIL1 1111 !1.111,_11-1, 1 li_I!11 Il' J L,11_11_11Lld�1Iu�L;I] 11-th J-1'LlULLJl11-1. --- -- / 1J 111 1111 „111 1iL Li 1. 1J 111!1111 llL�11 '111 ''1. 111!.11 iJ LLt LkIL1LJL1_ 'I 11111}111 1 i' - ' 4 i- = 10 CRICKET: METAL ROOFING 1 LI111 l !- 1UJ 11111 f.11_l LL -:!.i 1 11 1;11.1 1 I II 11 1 -1 J,1!I I 11'1!1 11 I1��1L L I__ U I_I II i '�- Ll,l 11 ILJE ,1L-111111 1' IIt :'111 L_li !li_:. III 111 L It], 11.1 I111J.1Ji 1111111,11 11111-111 ,1i; � � W o \ 11ma !l.'-It-! 11 [I 1'1,-1 1Ij 1 11_111U-1 11 1 1.1111 UI- 1 ill_-1111 II-111 11_!1111111111 LLi 1i c> w m wo II[,_Ill L1L1LLJ1 1,:.!J J'111j_:1�1-111'.11.111 _l_! 11, I'- ii1 1, L11L11L11�ll1 1 llli_, 1111J�1.. — ---- i m o a w 1 . 1.111!ii 1.111 11. l!_ 111 I l 11- l J 1 , L it J I, -Il._111 _ I ll 1 11 it-[ I l ------ s epi !I I !I L IL11 ll 1.' -1.111 1! I_ll-._!111-.:.11 11,1.1! 11 ._ 1al i 1111.11,li 1J_ h: li1!!�111f!1111',11Li_ll 5�y 1'1 Ll ]1111 1 1 L 1.I L1!111111 111 J 1 L,LJ1,11�iL'1 111 111 1 l LL!.Ll!llL _i LL1 L l 1 l L m L1 11_'711!' ,1`1111;! J.:111_llll -11.lr I' 1.1111 !jll -- - / -- – 11-11-ti - U) o a 9\ L1 1!111111111!1 Li I!'1111 �!-1--11111 111 L it_t' J,_ 1111 IL '`L 11 -1l':1L'._J�I 111'1 Il 11ll 111,1111.1: 1111l� 11 1- I_Ll 111 11 W a i '1i,1.11;11111 . 1 , o � a o 1 L,LILll11_!1-1�11L 1! 1,111_'i1L11.11111-1, 111.1'1 11L_Lil_LLI, -1 1[J-LL LI1L111 a1'D-Lil fL 11,1, A, ----------- 111_' ll-11-1[1111.1 Ll ii ��--- BLIND FLASHING o U_ \ 111 L ! 1 1Lu_ll 11 i1 4 1L 1 J1� 11-11,- .1_,1-1111 i_11_LL1L- 1111111 , Jl1 !1111 1111 ' ----------------_---- ---- 1 II 1111 11' 1 1! L ' ' ._,!111 1.1)'_11 111: U-JL, '..i.1Lj11_ILL111 --- -_---- 6°O.H. 1 'I; .` I.1 1'._11 1 I _11 1 4 � '- � � �' !J-11, --------------�� 11111. 11.1 i-L_1111_11 11 li_U.,111._111.1.- '�� 12 11.1-I. 1 I [' )L 111.1.1111 Ll!Jt 1 I-' I,I L 1111 It I ,l 1-L -,L1,11.11.-1,1ll1_L 1L _1111 LIL_U1 �. IL1 1,11-1 1 1-,- 1 _1 1 ,,1.' n - / 1 1 ! 11 I i 1 L,1-!_ - 11.1' I;_-1111 _11 111_'_1111 J1 11 12 -� - ;I I, L _ L,- J,.1:ll�:--u.1 1J 1111 Ulf_1_1111 1LLI_1;_1LI1,:_l_11,, (TYP) 1711 _ 1 _ll. ,1,-J-1_.I 1,L: L_LL_ .,L , _J, 1111 __ Li1�L L 11 JL J JJ!1'.111._11! i1-J li-IJ 11;!_11 .L.-,.1i 1, lLllil_1.11:1.11-IL:_111 �.Jl _l;a_I a! 11-11 -1 �5 II 1 I, j 1! -1'1 11 ,_!' 111!_11a! JL;.11 111.1-I.1LI1"111_:_ IL,- 5 - 1 11 L „ .1 1 .U1Y1.11 1� 1111, 1 1111llL111.1,., \ (L ul_.1LI.1,11 U..,1L11 ,__ 1,U L_;jL 1 _ „ 1 11 L _ L µl 1 - _JL 1.1�L1:11111! ] L1 li.::i_il 1 L. _;: ll_1 1.11._1,��11111! 11.1 i J 111.111111...11.L I1 I1 1'1'_111 111 1LI_ _i- 111_;_ 11, 1..11.!!_1- 1 II 11 i1 ,; L l 1.111111._ !11 111-1!_11_111.111-11111.111 111 11.. "I 111 1, a. 11rL. Ul„ 1, 1 1 lr I 1„ L lL_,.11111 I ,L-"_.j 11.1, 11 I,,,.1.1111-11_JI__L,'jJ ;_1:_. -L 11 L;�lll1J!-1111 '1.11 L., 11-:1!1 1 111 1.1.11:1 11.1.11-11 IJ I1 1L 1 11 fa 1J 1! I1 11 II II 11 J ll11 l J -'_l 1 1 FIN. FLOOR @ SECOND FLOOR ------ L1'_�1'_il rt- - 7 - ..-.- '^_ - - - _-- - - - 1! _ 1.1.__. ---- — ---------------- — / � '�t,11- i_t. ,� �.111 �t1i_l�.'",l >•i_1_ _:LLI�.--, I11ia.Ji 1,l_11'1ilJ�L1L1.1.�i111.!_:1.�1.11-L1_!_1I1-_1T11�'i1-1-T:1-iva� \ ~ TT Y- 1 iI, !i ! I ! ! 11 III �IlII' tl1 111111 II II1I 1 j 1111 11!' 1 II G�gSEREpgR I X " - -- --- - - --- -- -- -- - -- to ILL: m Z o Y } –w �I cn En ----- - a - ---- - --- _ —_ ISSUE SUBMISSION --_--------- __-_-- -- --- FIN. FLOOR @ FIRST FLOOR ----- ----------------------------------- -- - 1 J — i � o ~I ' � I!, I �-1 �1 FINISH DECK ! - i i � -- - ------ I J Z - - _ , N0, DATE ISSUE 71 a � ! T U l ' I 1 09,08,23 09,08.23 PROPOSED FRONT (SOUTH ) ELEVATION 111 — I I SCALE. 4 - I -0 77 Z 0 _ _ N BUILDING HEIGHT - 1 YY >- _1111 �_L1 -J1 J1J _1111 1 1 1l 1_- J-_ 1 1111 1�1 , 1�1` 1, 1If .l! I !1.111-11 1 1 1 111111.11LIi_'1 �i11..111 I!_1lG l !I 1'1 1,11''1! Illi11.111 I'11T1111111'1`,l11'I�Ji[J 1 , 1. 11! 1111 _1 �11 1 Li 111 111.tlt, 1. .11 Jl1L,iJ11 JL11111,1 111,1 1l]J1 1 ' 11111:_1111 '1_ll_.l�;l [ll1J;_ ;111 ! 1 "t 1111111"11114!11_ _]1 IL1,1_ll 1 11 Jl-!1.1,1-_LLL 1 1111',_111;;_1111 11,1.11-11 1,,__ �ULitI L L1 J41,Li l� 1J --' 1L 11 1 11'-Ir J,I; 11,L1;-1111,1 11!_1,11_11Il lI1.1:_11[I ''_lJ_ ilL;.11..1i1 111 I ' ,IJ_Lil1 I !41111 1!.1-�.1, Jl 1 I. �LL�I L -1111 h ,';111-1 L�11 1 Ll, ! 11 i IJl 1J 111,__1!11.1111 i CL_Il I iL!! t 11�11 i l I'.1111 ' 11�r!I.l 11111 � I, ,_11.111J11LIl,la ll!_III lU!ll 11,1 J l 1L11��1_JIII 1 �'� 111 1,_1!_llltll!_l IiG_,!J1I' REVISION SUBMISSION 1LIr1-11111 1.1U uL_11 1L i 1][ 1 1LLL _LLllJI_I-11!1111 Jl� l ,L.LL,1 1 1 1 L1 1 L1111: I, 1iL1LlL -W 111 1 .J,1 11 1LI 111 11 1,,_ [_ I JJ 1 I1J_lIl SSION iLU�J L i 1111 J [i 1,111 _l! i'Jll”IJL 11 i [11 ll 11 11 IL'1 "',1L 111 IiJI!1�1' '!11]lJ l 11111111_LU lLL1! L 111 1J -11 11 111 i 11- I_', !!_1L 1L; 11!.,1!1111 1E I 1 l l 1111.111111 111 i L 1:11 1111 !1 .11_ I11L11�U !.ll!i 1._111 ,1 11'JI11!i11ii-Ii- ,I 11 ILti JL 111]1__11_I[_ it 14A!'J N0. DATE REVISION LIlIi, Illl_l.' llll1. 1111 J 11 `- = - !1 1. 1J!1 1[JJ J:,l ,,1111;_! 1.11 .1'I--! ,111,!1 �J -s J 11111 111-lit1_JL I.ILIJ_1111L1! dij1 11J[J 11 LLi111l! I11lL11 ,1 11, ,11'!-J1 ;1 I;l,1111 1,11',U!J-LL11 LL11J1 1111 1.11 It 1 IJ lit- L-11 '!I L 1 li 111111]_11, I ills L 1 Ji I1 l !I I LI1 11 1 1.11 1.Il,11111!, 1.11 1,L Il 1I I!(1 it.I !. 11 it ILi iJ,1.11.11 ]. 1' 111111 J 111,li L I Jll t Jl 1..7.1; 111 _1 l 1 f1 00,00,00 00,00,00 I!_ 1 11' L 11111 111 1 111 11: l — - ll, .iI !Lil, 11 'J l ILII ,il ; ; I ]1 L-1,1_1 1_ �,- _ 11,1 J_i 11, , j1,�I L1 ,J� L 1 J 11 i�i- IJ I!JI l;[1 IL 111111111,11_111111111.!I L1I u-.11.11 Ll ij__il1C!111 L1 I,I JJ 1 1 1LliLIT U II Il 1, u11 J_�' '1 1111111111;11 1!I 11 J II ILL 111111 [dit!'_I 11�-'!l 11 .11 1111 11 1J [ILL it �'.1L L!i L_' 1' I.1 '111 1.1111 I T 11_11 1,1!1111.11. 1 i 1) 1,' 11111! I it!1 11.'!L It ' 111 J 1:1a��11;IJLl,L it ]111!111111 !l !,.. 1-11-11 111''1111111 1JJ�1L 111.1-ll 1111 ��1[11 11,1 111 _ !1111�L 1Li1J� J1:I 111:11-!,!11! f!11 I1 11J 1!i:IILIIIii'IL��1� vll11ll 11!1.1 1111 L 1_It lt!L_Lill I ! 1:_11111 111!1 1J1L1, 1111, IL1tL_111' 1111.' -i. =-'11 i, LI!.'1L- 1 1111 P 11 !LI 1 Ji ' 1_l 11 IJ ll I. J 11.11 I lit Ll 111.ll-11LLiL_i1�!1J J ,1111]Ii_Iill 1 1111 LL�� 11111[1.:111 I, 1111 1 J]� i._L: Lit-!!J11! 111..11111 'l 111 IU_!'11 1 i] l l'li til 11.11111111,,L l l 11-1111,,,11[11 11 J L 1(� I' !! 1L J s r 'I-11!111. 11 111 l 111,1 1I_! . I L 1 ! 1 4111E_111!L 1.11 Li _W 1 J W 1. LLL I,_11IU 1 1, 11 1 L t I L _111 J1J-1 11 L1L1 i 1:J1 '1L11L' 11_!..11 L 1 1 1111_[,.11.1-11 1 !111-L 11.111111 1 .1 �1 1i_i111 11.L II II 11111j I1 1111 II IJ111'.1_J�1��II'll L:1 :I L JI 11�1JL111-1L l�1 a ! il_1 1 1111iJL111_Ji!L'- 1111.!JJ�111'1_ll �l JL1;1L! 1 J1J Il !111''!111-1_ll 1LI1.11J1� 11, 1 T LL LI-1�_1U111 - I:�LJUIJl UJ11U LJL l 111.1 1LI 11.IlHIL 1111 I �,1 1!!111 11111,'1I-1111_'11-LI.!_L1llLll (J li'_11111.11 Ill+ - 1 1 1, , 1'__11!1-I I!i,l-,,_ T�__s ,-� 1111.111 11111,',1;_! ,1,_111[11-IIJ.I.11,1 1 u 6"O.H. 6"O.H jLii L--1-11.11�,1 �1- �l_: J!11 LIE! r_ r L LL 1 Jl ,.1!1_11,11-117111 111.1.111' (TYP.) I1111'111L .1111,1 !1::11 IJ 1,111 11 1-1_L 1-I 11 111111- 1 -, I L L.1_L11111ll,_li L:1L111L 1.. 11]11111_l�l ,ii ! 11r LI1(1.111.1,'11 11..111 (TYP.) LI'-11 LAI_illll.l']i:1.11] J' 1_.-LII !1'111 11 1,;L 111111 11 1: 1 1_ !_1111 L II�LII-! 1,111111 11 Li 11111 J(_LI i:,Jl 11� 111111 1i u111i 1J 1l 11!1,1:_LW_' 1111;r 1 1111 IL 111.1 I_�1J 1^1111 1 -llll'1!�l`' l' ._I'_l_I-1. _1111 it L- T_ s-�7 I ! '1 11!', iii) J',f II i!I�II II LI II !!1111.I h 1',_11'1-ll 11 i II 1111 I! l'!J-II.11]1 Ll I' ATTIC SUBFL00)R \ ---_--- --_-- , BLIND FLASHING ---_- --- 12 -- 12 -4110 10 12 1 �� 12 5 _----_--_-----_-_-____--- _- FIN. FLOOR @ SECOND FLOOR 1A Y � � 1 j D — --- \ Ii O OHO - ! - \ / ---- --- --- - -- -- FIN. FLOOR @ FIRST FLOOR -- i I � ------------------- - - - - - - - �- - PROJECT TITLE: � i 1 1735 PARK AVE MATTITUCK, NY PROPOSED LEFT SIDE (WEST) ELEVATION 2 . 111 _ , 11 SCALE. 4 - I -o SHEET TITLE: PROPOSED ELEVATIONS DATE: PAGE: 2023.09.08 SCALE: A-200 AS NOTED ELEVATION NOTES _ BUILDING HEIGHT N -- __----------__—__---------------------------- O SHINGLES B__—__----_-----__ ROOF:ASPHALT 1 1 W.L llu 1 �W, W 1 siu WL , u L, W L _, COL R � 1111.111�;�1u��l�,W iW ilu� a 1u 1 I �� I >L .1 � � W .r'z r O .CHARCOAL 1 11L11'11IL ill ii111111111-Jl_l 1 11 JuJ ', ; 111 I 1 [i1;-111 ll1i1 I111 111 l JJJLL1� I l_ll 11.111111!It ,_ 1JJ_l 1111_' 1liL tiJ j1 11J_L:1_lJl`>l l 1 11111111:} SIDING:CEMENTITIOLIS LAP SIDING €, 111111x11 l 1/11111111 1!111 11-1 li L I IJ 1,111 ! i 11ll 11, 11l11LIl!1!111W111_II1l IL 11 -ILII 1111.1 111-. 1llI:L,11 1, L L_li 1,1111 :_111 1. 1 � L 11 1A J 111 .J_ ! J �L11JL1L,��;_1L r O2 �1LL ll111�1L 111�1W 1� 1 ILL-!J -Litt-1 1LAILA 1.1 111: 11_ l LL1 1 111 li! 1111 l._11�1L1L1' .1 111 11 111 111_;_1111: r COLOR:TO SELECT ��11_.!L1111J1 '._11 1111. 111,1__1 ''1 il.'1_ll._!1 !'I`Ij 1! 1J Ll'_ Jj1jl ' 1 1J JJJt.-1!it . MIL it 111-12 1;;-II — 12 - 1T.1J 11.1111 1.Ll.'1 !�11 111'11 ,1,,11-111 11.1:11 Il J 1111 it 111 1_l 11 1. 1 1J'l!111 11J_I111.11i111_1,11JW,Li1 11 1 1 IILL LL �r ACCENT SIDING:VERTICAL 1x6 COMPOSITE LW'Wil'111!1:_lU!1.1 11 ll 11.11 .111 JLIi 1, Ll COLOR:LL1 i-1L 111111 1_i 1111111_.11_, 1 ! I_LIu1'J J J_II _ — IIS r 0 111111_1! 1111111 111.1.1 x,11 J- !1L1i 1!111111 ,i Il 1!11111.111!1.11 llli!l�_I1J-A11! 1, 11-1!, it _ COLOR:TO SELECT 1111.111111111.: l!1111.1 1l 'Il 11.1 til I1 ' 1jl IIII-111iu1 J1I1 L1 111 il ,.11 1 , _ 11 1 111_111 11 11 L 11 1 1_Illi .J'11 L!Jj_:1111 1_1L 1 L_a �i! _II_li W;1!.L111-1!1 _I'_Jl'11 '!�,L11 11; O WINDOW TRIM:5!4x4 PVC 1i_i1_W I J 11W11i L_J�I_ 111.1;_,_1.11111' ALiL!1-1111_ILJL111j11 111[1;111_:.J_ij_11 - - 4 1 LLi 1.1 ll IL111I�_! :711 : i'11 'III I 'I II jiIln I.,.11 11 111 l I _I t 1 - _ ' 1 l 11 1 11 1111 �111'JW�1_ COLOR:TO SELECT L J J J' WINDOW HEAD: PVC. X1111 l-1L:'11--111 ' L 111 lil - L 1 111 I,l_ Il 111111ll L 11 JL1j11 11 L 7 LL1II_ 1111L � 11Lll .i11111u111 ill I ! 1u1i IlJ Ll : _ _ 1 L Ill 1 L O PROFILE TO SELECT Jt ' 1,1,1 ul✓ L I, ! 1W ill 1�_l�I t> J _ t�1L11�J 1111 L 1L 11 .lr�11111'1111 �L1 1 ,- 1 1 1 L I ,- - -!1-1 - 111!Jj 1111111 N 111.11 1 111 .l 1 lI it 1 _111 11 L,1! 1I _j11 1:11! L Ill .11-.I 11Ll11i111L1.11ll. 1' 11 1LIt1LIl '11111.111 L1i1 ;11 1.1 :111111111 1. ll.1 ll111 !1 11 L!) 111a i 1 L�LI1J 1- 1.l'' 11 ��_ LII 1111 1LI 1 11 !1J Jill 1111 it li 1;_1 s © FASCIA: 1x8 PVC 1111 11-III 1j 1 I .,1 11 111 1111 Il ',I1 Il 1j li IL 1.1T1' 111111 11' '1 U 11 1 1i_I COLOR:TO SELECT 1111 11111,1 Ill ,,_! 1 JAW t it LI lJ 1 �1,1I 1L 1111111111.11! 1 Is POWERS HANCOCK DESIGN 11-L IAL 1111111-!11_'1 Ill!1!1. 1 1' 1111.111 111!11 1 ' i'W 111 1-1_ll' 'J Ii_il I _ --_— T_— -- - -- FRIEZE BOARD:VARIES.SEE DETAILS PO Box 400 6'0.H. '11 J1 1 _I1 1111 '..1111 1!.11111-1' 11,1 11 1'L 1i-11111111111 J 1 l I Ill-!.'1 O COLOR:TO SELECT (TYP.) U i !I.1111 IL ' !.!_L :1.ll 11 11 11 !! 11 'll 11 !_Hit I!,!_1_ll 1111 J 1 '1 1 1 I L lI 1111 ' _ s' ATTIC SUBFLOOR 1 11111�111tT1.i�ll ' 1_l J'ILl _1111 1-� ! 11 Ju IL 1 x8 PVC South ame 11940 � CLJ 11 111 1 IIL1Il Ii,it 11 11' 11 1.1 : L L 1, 11 . J _ L 1,11 J L.11 L 1 -- -_- -_— - - ---- -- GABLE END TRIM:5/4 $pol 1, NY — ---------------- - - -- -- - ------------------------------------- - -_� --------------------------------------------- ® COLOR:TO SELECT YYY ,I -- - --------- - -- -- -- L11i1a111UL 11111,1111111'I'1111i1u11111i11 l!! 1LIL,11!,i1�11'I1111 1i J1111111.L1111A 1111 11 1_1 DECKING: IPE(WOOD)-or SIMILAR i 111.1 1��._a>!L L ll Lh 11 1 ,_11 LL1 W l 11.1. 1_ J1 L 11 -- — U 1 ' 1 11 111 1i 11 I It l._ CONCEALED FASTENERS ! 1L '.;_11.1!-Ji-l!11_111.111...11.111 W !1-i.it 1.1.I� � 1 1.-11 ' 1 ,'11 1 ' I 1 >l J. 1 1_111 F- LIE it[Id lil 11-1111 L 111.111-L I1 l_ :1!111 l,l 111. 11111 1-111 L1-.11111 11.11 � u111111.11,11LLJL7_I 1111 1/1111111 L' 1 111111!, 111!.11 111111 1.ll l' 1" 1111''_11 1._1 11__1 !_ 1 1 :11 11 1 !l,l 1L.1 1111 li,J 1, 1 1 10 CRICKET:METAL ROOFING i1 1111 i U 1.ll_ I L It_1�!,,1 1.1 I1 111 J 1 11. 1 1 11 111_1 ILl O ,, -- -- --- , L 111 11-1111 11 1l 111 1 it !111 i J1i_1! 1_!1111 ' .1_II Zo / \ 1111 IJ-111,1.11111;1 .11111111! I:. ,1_' 11aL1111ii 1. 'L 111i1! 11 !1111 4 111 111J11111.11�ll _W t1,LI 11 :Jl 1' li 11111_ 1J_ l L 11'1 I lJ 206 / \ 209 210 / — I'1111!1 i'_.ll Ll jLLI IL-11.'11' 1 l 1!.:1! Il 111 j [1 11111 1 ' E. - 111111 i:_ � , �, ,1, / \ IA x_!11 1L it it!111_1 [iii 11 11 1111 11L JJ Ill ll 1�.1' ! :111 !1 1111 o — F - ---- / --------- \ — -- '111L111ll11iiL!1111 i 11:l1 z1 LL 1111 L11i 111 a 4�„ ,l�l 1 l-1(111 1 lzs 111 1 1 L ,,, a L 111 JI a- Elf 1 77 11J �' 111!ll 1111.1!11I�1 J Ill 1LILIA ILLj 11 IL ll11!11.1L1111 ! J ll�l L�1 1x1 L 1J 11 111 ll11_'. J 111 ll11_x,1_ 1iW _,.,u L l_W ,111111 :1. x_1: 1 i1 ;-1,1,_L.liLl 11111- LI]JL,W1,I 111LliL1I-it .11111 I II1!,jl iII I1 11A11-111-111.11 J�1!ii_L 1111�11J, � 11 1111-111!1111:'' 1..1.,11 _l L[1 1111 _.J a LJil11' 1 �LL J_1J11L1LIL 11._.Ll1111 Li .i,11._,LLI . 1111_:1_ _1.1 I. [ J_..1,. 1 11.1,_111.1 11 :J�l. . J N i 1 1 1lili Litt 111 !11_111111._ 11 11.1.11-111111 1111 I; 11111,. 111 _ L,1i _111 II 11i,Li111U 11.1111111 111 .11 1111 l_ 1_ll_J1'11�,_ll_1W1 1 U_ll_;:_11J111..,,1J_Il_I f 1 11_IL1111_ll'IlJ 11?1,L-_11LL1L1 !..Ii-11-iL_L.l1_� 111111 11'.11!-111-1 _.1L 1ll1_;1-.11.11 .111,.11.1111:i._LI_L1,lIJl_1111_I!I11i1 !1111L!!Il_,1.111I-1L1.1_Mt111 IL-1._' �L Lll.i 11 _1!1111 6 O.H. l! 1!11.1:111.11.11-11,11.111 !jl.._111.11111, 1;l li 1.111.111 J1._ '1 L:1111_i![1 ,'' 11.11 1L1.1ll1..1.11 I1J L!1_111 11._111_11111_11 J1ijA 1L1i_1.11LI1_;l.ll.l _1!11_111-11_!_!1 '111 1 (TYP.) J 1 JJ 1 1 1 1L 1 11111 LL. L J!WL J,111W 1.1.11.1...! zo _ilyl 1111L1 Izl _i W Izz 1L 1 11,1111li J1 111,i11_!. [Lill_LL1111 1111 1LI LI 1L_11�11i1LtL! 11''1L11_11_1L _111 1;1111 ji111.I 11_1.! Jli_I11L1!_111'1! 1_!1.11_1 1,'_1 ;1 4 O 1 O 111111 1JJ O -1L,111. ii.,;l_!:I I,llJ1-_ii i 1.1!., I I;_.11ll,11_111.1i:,11 1,11.11 -'--L!L,.11_I,I 1111.1!Jl_J�I1.11�.1 j,1_Ij Lill_11u._!_1 U11W_JL111 L!i-=-J ll_11�11 ----—- 111L_l 1-11 1111_.11.1 1,111.11 — ---------- ------ ------ �I� L=' 1--�'� - -I .}.':;�._-:-----:= �.: �,''1.---.--�-1-�I-1��-�-1!-�{k- �+-'--------- SECOND FINISH FLOOR 1 Y --- --------- ----- ---_---�� Lll..:_L Ill 11111111;,1!.11 11111 11 11'111!111 11 l_i1_11j!.,11 1,LI,i,L1.L1L[ II_11.. 11ti111_j11111_i1.1_I-11171__1111,,, -1.�L.1_,11_j_L111 _l.__11J1 -------------- .LJI 11;1 J1 ,�1 11_:1 ill !IILll,111ll1.,;1 .1 I I�„ �E 'En ARC Airc� Ar �t i B -- - - ----- / C \ / E NC'-gi � _ 1 FIRST FINISH FLOOR \ / __ 1 � __ \ / ! � 'l i I__ j I - \ / ISSUE SUBMISSION L - J --- -- t- � � -- 1 1 �I I-1 j �, L_�� ----- - -- � N0. DATE ISSUE � I IIIT 1 1 09.08.23 09.08.23 PROPOSED REAR (NORTH ) ELEVATION SCALE. - I -011 7T Z gk 0 BUILDING HEIGHT �+ ,l_l ,1171 E Jf�,L 11', --------------------- 11 1_1111 W. I. 11.1.J.1111 , ILL. ,111 1_::_.111111.1 .1.111 a- 111 x!1_.1-.1111_ I_I,.u. .0 LIT - i.l uliW-111,x,1 J'1_u..utl 1111.1i_:L!i,,�J1�11J U u li-11.!1,11!11_.;iLu_1 u1 .1 111:_L � u',� 11 i1., _li- 1 t: 111 L� 1111 I � 1 1 1 � 1 1 I � 1L111111i�L 11111.111 11,.-11..11111.11_;11111,11.- : 1 ,1_:.-11 11 1 � 111Jj fl!l.11_llILa_I1I1;1 11 !_11iiIL;1 1 JlL i J1_I.iil 11 _l1lll ri_. 1i ii Lli 1Li I.1.L,1 j lilt11111ir1:.-1LI1,I11111111it_�1_ i-L, -J J1.1L';;LI 1111 lid 1 ;4.,1 a 11.1 L ,1.1,1._11 111:11;111',1_I 1J�11,1 1 11111 11,_1.1 J 111_;, .111 11__1 1 11 ll 1_I,11111 E l i U 1__l. , 1111 ,..11_x.__111 Il 1 „_1111 11 IJ 111i_t1., !l 1.1.1 1.11. 1 Jj_1ll a-11 1: 1L i !1111 1111 11 1JJII 11_Jf111111 i1-1111111'-lu 1111111 1 L1: 111111 11.Ll LLJ111'.L1 111,1111 11!111 1 1i:.1111iL11J_;111 111111, iJ 111111 ,11.1`1, l I1.!1�.1_''L_1111 X11111 1.L 1�1 L_,I1L1111111 1111!_,1 1�,I1.1.J�1 1LI ;`li 1 r>L1_L L1111 Y11_Ll 111111 Iz 11111, Il ; 12It Ja Jl i4iJ.J I4'1 11 1'I REVISION SUBMISSION 111J111JJL 11111i_11� 1 1 L1 f J1 1 [I!11111UI 1111u111111J111��11) 1 1 111:111111.11111'1 1:,11 LIlL-1_L Il' 1i_111 11:11 1 11 l_1 111 i 11 111 '1.111.1 EI 1,11; 1L11 ,I111t� 11111, Lll1 11il!1111'11111JtL1> ,L111111 J111J1111'1J1L,�1�11,i�1 1,II11111111111 ,11., !1111111.11111' ��1111x.1LLLL1i1LJ1a' J11_,J1111111llu11 Lu11111.11L11L1111 11 .r! 1a111i111_IL11J'L 1 1 .1 J1 '11 ,1.11L!1u N0, DATE REVISION 111 1LJa1[ILI11 idI1 11111. 1. 1_ . 1111�1�1! 1111.! 1.111111 11!_11!1J�1.1.1_.1 111!!I Li l ! 1 1''J, Ll1J1 1 1 1!`111 111! X11 J' 111 '1L lJ 11 L 111111.1I 1111,11 IJ 111.11,1111'L_iiLL1 I-11 J,IL1LLLil_I111 L.L I `1.11111�l_1 111 /1/111 L 11 r1_l 1'111 1 00.00,00 00,00.00 1111 l ILL[,1 _l 11 1'_1111 'I1LI !, 1111 1� ,I11�1 ,111111,1'JLl1' — - — 11IIJ,1 11I 11 1111 ,l 11?1,11'f 1)111,1111.11 n1 1 n 1,1111.! -- - 111 11 11 Jill 1 1�L1 1111;_11 1111__1 Ill J� 1 t L1 I,_ 1- f , 11..1111 ll� .111 I I11LI11ll111 11111 Il'11 L I L 11'1111tJ 111 1. L LIJ1 1111 It It 1 111Il;i,l'Jl i 11 qq.-LL1 11� 111�JL1 LI iL L ;L 1} 1W J: 11 J 11,1- 41' 1 J 1 L1l1111 ll 1 1 1 Lil- 1111 _ ll,i1,_I' 1 I11L11�11111111 1 �,1 1111 11 1111-111 '�i1t11 1111 II L _ _—_ i.1 1 11111.1-111,11 111�LIL11 111 ILLI LI-I I L 1111 111 111 I J1ll IJ 1LL ; LL , 111-1. 111 1111 h , 1 1 ]it[]l !:Ii U- 1Wl I1�LL11111t1.1111 loll' 11 111 11'1 1 I 1 I L ! i111 1111 j 1 111 1 1 C11,lull �._111 1`1i11_l1 J1 1 1�.11 111111U11 6'0.H. 1,111 L '1-1111 1. L1 �i 11 1 I 1111.1La 1 llJ,_I n 11 1 II. 1111 LJl1 -d-1111' L1L 11_ 11.1 1 111 1. J, 6"0.H. (TYP.) L'1,-11 _1111111_1, 1111 ll 11j1 1i 1!11!171,111 --- ---- 1 1 (TYP.) ATTIC SUBFLOOR -- --------- 111 !! 111 1111 _I1L'1LC1!_l'111L�111,1111-._111!L - _ ------ --------- 1r,111L'I1i11I_I _—__-- Ill.! I'_ll Il-!'1 11 L, II JI Ll 11 li li 11 1111 11 1.111 '1i !1: --- - -- ---- • III' !; I, ' .._l-I' --_—.—_-- BLIND FLASHING a�I 111111!1 ll1 - :1 1111 L:1.__!L U 1lLIj JAl 1.11 ------- --- - - ��' !II�U_ : 1.11.11 1;11-111,1 r_ 11 1., 1111 Il-1LL 11 it i 1!1 1111-J- 12 ll 11 ll 1 11 11 .L 1�il�11 W I It 4 12 L 1 It L t ILL 111114 ft-1-1-11-111L 1LL ILL --- 5 11 1 11111 'l,l -- --- SECOND FINISH FLOOR �L�17tu_A 1L[1L 1_illullal 1111 1 11,1: 1 1 1111 11111 '1J 111111 111 1 1 I I I 111, . I �_ ul 11 -t IL1Li 11 ',1 11 � '1 i 11111, J1 111,11114 1 1L ---- -- -- -------------------------- / _ a I i 1 _ I FIRST FINISH FLOOR ! � _- F.F. I 1 7 � j M PROJECT TITLE: 1 I i I m 1735 PARK AVE I l r-----1 J I I I 1- r1 I 1 I MATTITUCK, NY I I I I I I I I I I I I I 117_j I I I I I I I I I I I I I ooz I J r I I I I I I I I ool I I I I I I I I I I r � I I I I I I I I I I I I I I I I I I rJ 7__j SHEET TITLE: I I I I I I I I I F I _j r I I I I I (_----J I I I I I I I F_ r I ► I I I I I I I I I J I L J I I I I I I _j ,� I I I 1 PROPOSED ELEVATIONS ------------ I I I I I I r rr I I I I I I I I I I I I rJ r I I I I I I I I I I I J rr I I I I I I IL I I I I I r r I IL I I I-i F I I I-1-------J-1 r/ I �-------- DATE: PAGE: L---------1--------------------J--1---------------- J -► I I 1 _L L-----------------J -H Fj --- A-201 PROPOSED RIGHT SIDE (EAST) ELEVATION SCALE: AS NOTED SCALE. 4 7 77 . _ _ 71 POWERS HANCOCK DESIGN PO Box 400 South Jamesport, NY 11940 PROPOSED BUILDING HEIGHT D A,g Cyi 12 12 C�PN R ( AO� F II ATTIC II v N 400 --- ------ Nth r .{O T.O. DBL. BAST_PLATE (ROOF RAFTERS) T.O. ATTIC SU3FLOOR _ �-------- ----I _ ISSUE SUBMISSION B.O. FLOOR JOISTS --- ------------------------------------------- N0. DATE ISSUE I I f 1 09.08.23 09.08.23 I I I I I I 0 BEDROOM I I • I I I I I I ` 12 I 15 12 I I ATTIC 12 T.O. 2ND SUBFLOOR I I `'� 10 , a10 -------- ----- l--- -----------------= - ------------------- TOP PLATE GREAT ROOM - ------ - - - - -B.O.FLOOR JOISTS I ----------------- -----7--- -------------------- ----------------- I " 1 I I I I GREAT ROOM ----- --- �� REVISION SUBMISSION I j I NO. DATE REVISION I LAUNDRY ROOM ENTRY STUDY 1 00.00.00 00.00.00 I I o I I _ TOP OF IST SU13FLOOR____ EL DATUM 0' 0" I 1 401 TOP OF IST SUBFLOOR B.O. FLOOR JOISTS I I I I Y - ----------- -- ----f--- __—__—__ r6 B.O. FLOOR JOISTS T.0• FOUNDATION I I ------ - ----- ---------------------------------- ----------- - ----------- I I I I - T.O. FOUNDATION I I I I o • I I I I I t • o I I - I I STORAGE BEDROOM UNFINISHED I I I 1 i P STORAGE I I I I • I I I I I I I I T.O. NEW FOOTINGdh -------------- ----- -- I �� r ` T.O._FOUNDATION FOOTING 10'-4'- ii ----------------�J BUILDING SECTION BUILDING SECTION , 111 II SCALE. 2 4 = I -0 I„ _ „ SCALE. 14 - I -0 PROJECT TITLE: 1735 PARK AVE MATTITUCK, NY SHEET TITLE: SECTIONS DATE: PAGE: 2023.09.08 SCALE: A-300 AS NOTED POWERS HANCOCK DESIGN PO Box 400 South Jamesport, NY 11940 PROPOSED BUILDING HEIGHT ----------- ��EREDgRC �opHER G A F Q-� pay U � * I (n -a yj ATTIC 3 UNFINISHED ATTIC - -z....— T.O. DBL. BASE PLATE LULU U Z � (ROOF RAFTERS) T.O. ATTIC SUBFLOOR --------------------------------------- -------- ----------------- _ ------------------------------------------ ------------- ------------- ----- -------------------------- __________ _ - - - - - - - - ----- -------------- ------- ISSUE B.O. FLOOR JOISTS _ _ ----------------------------------- � - ---- ------------------------ ------------------------------------------ -- - N0. DATE ISSUE --------------- - ----- -- 1 09.08.23 09,08.23 I� BATHROOM BEDROOM 01 BEDROOM HALLWAY BEDROOM 12 � I 1212 T.O. 2ND SUBFLOOR _— ,; ® / ----------------- 4 ------------------------- B.O. FLOOR JOISTS -- , REVISION SUBMISSION N I=- NO. DATE REVISION LeU W Z" STUDY SHOWER M. BATH O M M. BEDROOM DINING KITCHEN HALLWAY FOYER 1 00,00.00 00.00.00 W � J i I _ I AREA O -06111 i DROP F.J. FOR I TOP OF IST SUBFLOOR CURBLESS SHOWER EL. DATUM 0' 0" ------ ------ - B.O. FLOOR JOISTS _ _ _ _ _1�7— _ ----------- --� ------- ---------------------------- ---------- ---------------------------- -------- ------ ------ --------------- -------------------------------------------- ------------------ ----------- -------- ------ T.O. FOUNDATION Z � � Z 0 0 - o BEDROOM BATHIOOM GYM/THEATER GYM/THEATER VESTIBULE STORAGE T.O. NEW FOOTING ----------------- -------- ---------------- ------------------------ ------------- SECTION SECTION 1 111 _ 11 2 I SCALE. 4 - i -0 SCALE. 4" = I'-0" PROJECT TITLE: 1735 PARK AVE MATTITUCK, NY SHEET TITLE: SECTIONS DATE: PAGE: 2023.09.08 SCALE: A-301 AS NOTED \`\ `\\ TYPICAL ROOF CONSTRUCTION: I.LIFETIME ASPHALT SHINGLES \`\\ 2.30#BUILDING FELT PAPER `\\ 2.1 ICE 8 WATER SHIELD ALL EAVES AND VALLEY(MIN 24'FROM FINISHED WALL)UPON 77 3.J'APA RATED PLYWOOD SHEATHING - - `\\ 4.ROOF RAFTERS(REF.STRUCTURAL PLANS) 12 5.CLOSED CELL SPRAY FOAM-REFER TO A-001 ATTIC SEE 5.DBL 2'X BASE PLATE(ON CEIL.JOIST BELOW) ELEVATIONS "(REF.PROJ.NOTES FOR MATERIAL SPEC.'S)" ` FOR ROOF PITCH `.` TYPICAL ATTIC FLOOR CONSTRUCTION: (REFERENCE STRUCTURAL PLANS) APA RATED PLYWOOD SUBFLOOR 2.CEILING JOISTS(REF.STRUCTURAL PLANS) T.O. DBL BASE PLATE 0 R.R. I"NOSING 71 � T.O. ATTIC SUBFLOOR - N Q F _J - POWERS HANCOCK DESIGN 9"TREAD PO Box 400 /\ _ o R r I } m ,{� TYPICAL OVERHANG CONSTRUCTION: SOUK Ja I espoI 1, NY 11940 / ,Nuc - ..__,,,. ,,, ,,,, 12'X6'RAFTER TAILS(SEE STRUCTURAL PLANS FOR .. ,�. ... ... ATTACHMENT DETAILS) TYPICAL En /---- 2.2'x6'SUB FASCIA 2"x STRINGER i / CLOSED CELL SPRAY FOAM 3.I'XB"PVC FASCIA REFER TO STRUC. INSULATION @ RIM 4.I'X BEADED PVC SOFFIT(UNVENTED) DRAWINGS /r / 5.HALF-ROUND GUTTERS-COLOR TO SELECT 6.I'XI2 PVC TRIM-BLOCK OUT AS REO.FOR SIDING / ' I REFER TO STRUCTURAL DRAWINGS FOR ALL r" FOUNDATION,FRAMING 8 UPLIFT CONNECTIONS 4 ® // j/ TYPICAL SECOND FLOOR CONSTRUCTION BEDROOM h 1.FINISHED FLOORING TO SELECT BY OWNER UPON ¢ D ® /rJ , /// { 2.1}'APA RATED PLYWOOD SUBFLOOR "C AR ♦♦ //j/ 3.FLOOR JOISTS(REF.STRUCTURAL DRAWINGS) G�5 pNER G Apo TYP. ATTIC STAIR ® ♦ 4.� GWB @ CEILING(MR @ BATHROOMS) �� °LO A LL �♦ /j/ 4 - S.R-21 CLOSED CELL SPRAY FOAM INSULATION @ RIM �� 0 C) 3 ' y SCALE: 11" V-011 ® m ♦ / N 6 2 ♦♦ r - ® ® _ j/� �♦ r- \ _ _ _-_---_-_- T.O. SECOND FL. ----- ------- -� 8a ® -00 N Z \ N a- ILL C:) U ILL 5 / m ILL. W ISSUE SUBMISSION Q ® _ NO. DATE ISSUE MEMO%* 1A® ® - ---------- - B.O. FLOOR JOIST -------- 1 09 08 23 09 08 23 i ao i \ / 4F* I"NOSING U ( ♦ / c i - cn ♦ . =T _ ♦°,� TYPICAL EXTERIOR WALL CONSTRUCTION: 1.L10"TREAD ' � _ 2.CBLUESKINEMENTITIouSWE THERLAPING RE ISL/BARRERSURE) }. _ -1 ♦ 3.I-112'INSULATED SHEATHING(R-6) STUDS F.STRUCTURAL , S.R-21 HIGH DENSITY BATT INSULATION SN CAVITY -:. �'... F- 4. aO ♦°�. LAUNDRY ROOM 5. 'THK.GYPSUM BD.(PAINTED)INTERIOR r I TYPICAL - 2"x STRINGER �„� ' / REFER TO STRUC. TYPICAL FIRST FLOOR CONSTRUCTIONILL REVISION ISION SUBMISSION DRAWINGS � I.FINISHED FLOORING TO SELECT BY OWNER UPON 2.1L'APA RATED PLYWOOD NO. DATE REVISION 3.FLOOR JOISTS(REF.STRUCTURALCTURAL D DRAWINGS) 4.CLOSED CELL SPRAY FOAM AT RIM JOIST ®• 1 00.00.00 00,00.00 / ® ® II® ® Fftft ® ® 19 I F- TOP OF FIRST FL.SUBFLOOR J ; ® �� I i I --- - - ---- - p ----------- -------- i ` --- 00 I TYP, 1 ST 2ND FLOOR STAIR 1 ,,,/ CLOSED CELL SPRAY FOAM INSULATION @RIM C> N 1 n 1 n O° °, \\ o U: SCALE: 12 = 1 -0 QUj • H , T.O.P.CONC. ♦� ° ° ° ° _-_-_-_ OUNDATION WALL r _ ° - F--------- °41 d - ILL 4. 10" > ° 48 GRADE . 2 Q ° I' i 4 e TYPICAL POURED CONCRETE FOUNDATION WALL i 1 a ° CONSTRUCTION. I.2'DRAINABLE RIGID INSULATION(BELOW GRADE)(R-12) d°° ° °42.BITUMINOUS WATERPROOF LAYER I"NOSING 3.POURED CONCRETE FOUNDATION WALL - _ $ ° (REF.STRUCTURAL PLANS) • TYPICAL FINISHED BASEMENT FRAMED WALL CONSTRUCTION P e I.WATERPROOFING PAINT APPLIED TO INT.FACE OF fIo"TREAD FINISHED ° FOUNDATION WALL L ° ° 2.2'RIGID FOAM INSULATION UPON INTERIOR FACE OF BASEMENT d / FOUNDATION WALL / •° •°e °' 3.2"X4'WD.STUDS @ 16'O.C.W/DBL P.T.SOLE PLATE °° • / &DBL.TOP PL. \ \ \ / ° • ° e - 4.5/8"M.R.GYPSUM BOARD(PAINTED) LU °° d° e TYPICAL /' ° / TYPICAL BASEMENT SLAB CONSTRUCTION PROJECT TITLE: 2"x STRINGER STAIR DIAGRAM ° REFER TO STRUC. r � • °° ° ° DRAWINGS 2 ° ° • 1.4"POURED CONCRETE SLAB d ° (REF.STRUCTURAL PLANS) 1735 PARK AVE 2.10 MIL.POLY VAPOR BARRIER UPON SCALE. 311 _ 1 1 011 / ° 3.2'RIGID FOAM INSULATION-SEAMS TAPED AND / • / LAPPED BENEATH SLAB MATTITUCK NY ° 8 4.8"CRUSHED STONE DRAINAGE LAYER SET ON , ° UNDISTURBED EXIST.SUB-GRADE d ° ° • • 4 / Emmoo ° °° ° °°< ° ° ' �J ° ° • d ° °d );1c TYPICAL P.CONC.CONT.FOOTING CONSTRUCTION ---------------------------a--------e eo--._-..----e--_---- • - r��J(( -_i_ 1 �t�i I.REFER TO STRUCTURAL DRAWINGS SHEET TITLE d° p //7__7----,7- // ° • // °'° ° n • REFER TO STRUCTURAL DRAWINGS FOR ALL d° FOUNDATION,FRAMING 8 UPLIFT CONNECTIONS SECTION DETAILS TYR BASEMENT STAIR �� g . ° a . a ° �- � J (/ J1� 1 _111 _ 1 11 d FOOTING DRAIN DATE: PAGE: SCALE. 12 - 1 -0 J 1�� ✓C �/ �/i ° •° ° q ° ° ° ° ° SEE DETAIL X/X-XXX v // �/c_ J` �� ° ° _ ° 2023.09.08 Vt Jr, c4 A-400 SCALE: TYPICAL 2 STORY WALL SECTION DETAIL - FRAMED WALL AS NOTED 1 SCALE: 12" = 11-011 ._:ate. J Q K a c� z LIGHT WEIGHT HINGED METAL GRATE M V"THICK THERMAL BLUE STONE CAP T.O. FOUNDATION WALL --------- / ------ d ° IT SLOPE GRADE AWAY d SLOPE GRADE AWAY i/ a GRADE EXISTING GRADE Ye"PER FOOT d' • Ye"PER FOOT BITUMINOUS WATER PROOFING $♦ a, ` o� ^� POWERS HANCOCK DESIGN 06 TYPICAL BASEMENT EGRESS WELL • Cx/vV p pv o PROVIDE STUCCO VENEER - poV�� PO Box 400 FND. WALL-SEE STRUCTURAL ON EXPOSED SURFACES ° South Jamesport, NY 11940 DRAWINGS FOR ADDITIONAL INFO. •• 4•• o`-�<�� P. CONC. HEADER : , d SEE STRUC. DRAWINGS WELL AREA MIN. 9SF PER / :• ��o��-'��, R310.2(MIN) / o� FOR ADDN'L INFO ° d / d CMZ NEW WINDOW ; d ♦ .d op L/A 3'-0"MIN. FINISH PROVIDE STUCCO VENEER ON 3 EXPOSED SURFACES AT / ----------- V 4 ° w EGRESS WELL ],a Q d• // e ,Isr ,7=t �"J=1- " '`" i�r--:- c d � d / f �S ✓ 00 = n• / • -1 Y -� } `10-.. ,,-� �,�r ,.(, J �_� ♦d ° z LLJ o BASEMENT / ° d %r-' = `k r'? 'r d TYPICAL EXT. BASEMENT STAIR WELL FND. � r Iii ! }� � i '�<,-�~ S � r z MIN 12'GRAVEL TOP=6"BELOW TYPICAL BASEMENT STAIR WELL FOUNDATION WALL ' V d ° y r �'� ! '� WALL SEE STRUCTURE DRAWINGS FOR ��A ERMANENTLY INSTALLE SEE STRUCTURAL DRAWINGS FOR ADDN'L INFO. - r k�'- �"' \ ` ' >-._, :' r "5" 1 GAS HE cti STEEL LADDER •. ,) ' - _ I_ k`7 ° ADDITIONAL INFORMATION Q G l v WINDOWS SILL , � k�) � � P R / 6"DRAIN WITH COVER BITUMINOUS WATER PROOFING a� \ d14 a g CONNECT TO DRYWELL \ V d ° \ ' ° d• q i COMPACTED CRUSHED STONE FILL 0 0 0 0 0 0 o PROVIDE STUCCO VENEER \\ d I. �„ � 3 / a ON EXPOSED SURFACES -c <_ LINE OF B.O. P.C.STAIR POUR a o 0 o c o 0 0 o d \ ••° d. ,f 4 j�y�r C� v Cl 2"THICK THERMAL BLUESTONE W/HANDTIGHT JOINTY" SET ON I"STONE DUST SETTING BED SET ON X4 4'P.CONC. SLAB EE STRUC. /p��/ SET ON 8"MIN COMPACTED DRAWINGS)RCA BASE Q, d \\\\ • •• , Z d TO DR4ELL ° _'= r- � '� ! - <<_i� ,d♦ , ° c SET ON COMPACTED SUBGRADE Y- � y o PITCH TO DRAIN \\\ /, a°• Y 7 { ISSUE SUBMISSION d.e a i/ v M d —_—_ I d -F \ .r d, •d° �_k-�f a• ' SEE STRUCTURAL DRAWINGS OF EXIST. BASEMENT SLAB------------ FOR FOOTING INFORMATION SEE STRUCTURAL DRAWINGS NO, DATE ISSUE av d FOR FOOTING INFORMATION TYP. FOOTING DRAIN ZO G SEE TYPICAL WALL SECTION 1 09.08,23 09.08,23 T.O. FOOTIN TYPICAL REINFORCED P. CONC. - FOUNDATION AND FOOTING ° , I • ° . d {r- -t a; • ° ,. °Jv p�./�p ` �J o�J _ . ; , •d �'6;;_Y, B.O. :. ---------- ----------- ' — —— ————— O C L �6 --------- ---- I �_ FO.OTING ° • � �� J d d ALIGN W/MAIN.DWELL.FOOTING d TYPICAL P. COINC, EGRESS WINDOW WELL DETAIL 6"DRAIN CONNECT TO DRYWELLTYP. FOOTING DRAIN • , ° SCALE: 31411 1 i-011 SEE TYPICAL WALL SECTION d TYP.STEPPED FOOTING-STEP FOOTING AS REQ. d -SEE STRUCTURAL DRAWINGS FOR ADDN'L INFO. d d REVISION SUBMISSION NODATE REVISION 2 TYPICAL P. CONC. STAIRWELL WELL DETAIL 1 00.00,00 00,00,00. _ 1 SCALE: 31411 - 1 -0II PROJECT TITLE: 1735 PARK AVE MATTITUCK, NY SHEET TITLE: SECTION DETAILS DATE: PAGE: 2023.09.08 SCALE: A-401 AS NOTED SHEET NOTES ELECTRICAL NOTES: 1.) KEYPADS/SWITCHES TO BE INSTALLED @ 48"TO TOP OF SWITCH A.F.F. OR AS (NOTED 2.) PROVIDE DIMMER SWITCH FOR ALL LIGHTING FIXTURES 3.) HEIGHT OF SWITCHES&OUTLETS ABOVE COUNTERTOPS TO BE COORDINATED WITH ARCHITECT FOR BACKSPLASH LAYOUT 4.) OUTLETS TO BE MOUNTED HORIZONTALLY IN BASEBOARD UNLESS NOTED OTHERWISE 5.) CONTRACTOR TO VERIFY EXISTING SERVICE& UPGRADE AS NECESSARY-COORDINATE WITH ARCHITECT POWERS HANCOCK DESIGN 5.)CONTRACTOR TO VERIFY ALL EXISTING PO Box 400 UNDERGROUND UTILITIES PRIOR TO F- — — — — — — —I— — — — — — — —I— — — — — — — — — South Jamesport, NY 11940 EXCAVATION/CONSTRUCTION. DISCONNECT&MODIFY AS REQUIREDPN- - - - - - - - - -� {a�-I- - - - - - - -�- 1 6.)CONTRACTOR TO PROVIDE:ALL NECESSARY `J ELECTRICAL WIRING FOR APPLIANCES &MECHANICAL EQUIPMENT. COORDINATE WITH HVAC&PLUBING CONTRACTORS AS REQUIRED. I I I I I I I I I I I KEYED NOTES I I I I I I I PROVIDE MOTION SENSOR FOR J — I— I O NOTED FIXTURES O2 PROVIDE POWER FOR JETTED TUB FIXTURE SHALL COMPLY w/410.10(D) OF N.E.C. I I I G�SI PHERARchi ALL RECESSED FIXTURES ON DIMMER SWITCH I i — — — — — — — — — — — — — — — —^ 45 O G A0�F�� ® U.O.N. ► I - - - - - - - -( — 1- - - - - - - -1 5� PROVIDE ELEC. RADIANT @ BATHROOMS I I t © PROVIDE POWER @ ALL TOILETS ELECTRICAL SYMBOL SCHEDULEI- - - - - - - - - - - - - - - - - - -j4)5:0- DUPLEX RECEPTACLE RECEPTACLE TYPICALLY CENTERED IN I �— — — — — — — — -- — — — — — — — J 50" / c AFF / ISSUE SUBMISSION BASEBOARD) i ( ��- - - - - - --f-F��- - - - - - - --� � 1 TWO GANG DUPLEX RECEPTACLE(TYPICALLY CENTERE I NO, DATE ISSUE/ N BASEBOARD) 1 09,0$,23 09,08.23 G.F.I. =O-P. DUPLEX RECEPTACLE GROUNDED OR WATERPROOF I I I DUPLEX RECEPTACLE(HALF SWITCHES) ' GYM/THEATER 1 ® DUPLEX RECEPTACLE(FLOOR MOUNTED) \ I ® DUPLEX RECEPTACLE(FLOOR MOUNTED-HALF I �. SWITCHES) D DEDICATED APPLIANCE OR EQUIPMENT OUTLET $ TYPICAL SWITCH I M m CLOSET I �' J Q UP $ TYPICAL DIMMER SWITCH D I ( I I I I I r DN O $3 3-WAY SWITCH MECHANICAL! W" i I ► I I REVISION SUBMISSION $4 4-WAY SWITCH I ` STORAGE NO, DATE REVISION 1 00.00.00 00.00,00 $J JAMB SWITCH AIR I I I G S SURFACE MOUNTED J-BOX HANDLER 1 1 1 1 1 1 1 up S R C CHANDELIER �O\ SD CM VESTIBULE I S)BATHROOM RECESSED ADJUSTABLE DOWNLIGHT 4"CANS-LOW — VOLT LED-ON DIM.SWITCH U.O.N. RECESSED PIN LIGHT RECESSED SHOWER LIGHT 3 OPTIONAL]FUTURE 1 - - ADJUSTABLE PICTURE LIGHT � BEDROOM 1 4 WALL MOUNTED EXTERIOR FIXTURE O 0 Q-__ I STORAGE WALL MOUNTED INTERIOR FIXTURE I rA ------ LED STRIP LIGHTING CLOSET CEILING FAN w/SPEED CONTROL&LIGHTS I � EXTERIOR RISER LIGHT I se use 2 F.F. F-120"A.F.17. FN EXHAUST FAN �^ t�U PORCELAIN UTILITY FIXTURE I I SD SMOKE DETECTOR L — — — — — — — — CM CARBON MONOXIDE DETECTOR QT THERMOSTAT @ 58-A.F.F. PROJECT TITLE: Q TELEPHONE 1735 PARK AVE TV T.V.LOCATION:PROVIDE(2)RG6 COAX AND(2)PAIR MATTITUCK, NY TELEPHONE LINE TO MECHANICAL ROOM O ETHERNET SHEET TITLE: © GARAGE DOOR OPENER BASEMENT ELECTRICAL PLAN DATE: PAGE: BASEMENT ELECTRICAL FLOOR PLAN 02H0,08 E- 1 01 1 SCALE:4" = 1'-0" SCALE: AS NOTED SHEET NOTES ELECTRICAL NOTES: 1.) KEYPADS/SWITCHES TO BE INSTALLED @ 48"TO TOP OF SWITCH A.F.F. OR AS NOTED 2.) PROVIDE DIMMER SWITCH FOR ALL LIGHTING FIXTURES 3.) HEIGHT OF SWITCHES&OUTLETS ABOVE COUNTERTOPS TO BE COORDINATED WITH ARCHITECT FOR BACKSPLASH LAYOUT 4.)OUTLETS TO BE MOUNTED HORIZONTALLY IN BASEBOARD UNLESS NOTED OTHERWISE 5.) CONTRACTOR TO VERIFY EXISTING SERVICE& POWERS HANCOCK DESIGN UPGRADE AS NECESSARY-COORDINATE WITH ARCHITECT PO Box 400 5.)CONTRACTOR TO VERIFY ALL EXISTING UNDERGROUND UTILITIES PRIOR TO oath Jamesport, NY 11940 EXCAVATION/CONSTRUCTION. DISCONNECT&MODIFY AS REQUIRED 6.)CONTRACTOR TO PROVIDE ALL NECESSARY / \ ELECTRICAL WIRING FOR APPLIANCES &MECHANICAL / \ G.F.I. EQUIPMENT. COORDINATE WITH HVAC&PLUBING 1 W.P. CONTRACTORS AS REQUIRED. 1 KEYED NOTES \ � % / RAISED WOOD DECK 1 O PROVIDE MOTION SENSOR FOR / I G.F.I. NOTED FIXTURES STONE PATIO ONW G.F.I. 1 G 1 .P. 2� PROVIDE POWER FOR JETTED TUB GRADE W.P. E W.P. / O3 FIXTURE SHALL COMPLY w/410.10(D) OF N.E.C. FEE t�, SOPHE&c ALL RECESSED FIXTURES ON DIMMER SWITCH U U.O.N. 36"SINK �5 PROVIDE ELEC. RADIANT @ BATHROOMS © PROVIDE POWER @ ALL TOILETS / I Y \ I PORCH 9�X3488 Lc J ELECTRICAL SYMBOL SCHEDULE -� 1 -P ___1r-- — DW E E G. ~Z� DUPLEX RECEPTACLE(TYPICALLY CENTERED IN w G.FQ. ISSUE SUBMISSION ASEBOARD) KITCHEN/DINING \ TWO GANG DUPLEX RECEPTACLE(TYPICALLY CENTERE / 19'-6"x 20'-0"' I �, NO. DATE ISSUE N BASEBOARD) i -DECK- G.F.I. 1 09.08.23 09.08.23 "' G.F.I. W.P. 20" =W.P. DUPLEX RECEPTACLE GROUNDED OR WATERPROOF E / F9-6'7XT-0'ISLAND DUPLEX RECEPTACLE(HALF SWITCHES) I-S S 2a PULLOUT S / REFI D3 FRZ. / USB 1 20" INK I I I U$B i- - - - - - - - - l ® DUPLEX RECEPTACLE(FLOOR MOUNTED) - / ` DUPLEX RECEPTACLE(FLOOR MOUNTED-HALF / \® WITCHES) 50» / — AFF 1 D DEDICATED APPLIANCE OR EQUIPMENT OUTLET MASTER BEDROOMI;j ' J'=Dm — — — 36"INDUCTolOoN�C00KTOP — — — 14'6"X 12'-6" WALL TYPICAL SWITCH -1 i _J I Z / m 95, � G. iO (�,L' O – G. I. OVEN BROOM CL. / I I I— I� L D TYPICAL DIMMER SWITCH GRE ROOM , - SD / 120AFF 3 3-WAY SWITCH "X 20' 5 L 1 D �/ Us0 pp _ REVISION SUBMISSION II �� 50 � 1 1 1 I 1 I 3 $4 4-WAY SWITCH AFF 3 NO. DATE REVISION I — _=4 _=71 1 00.00.00 00,00.00 d JAMB SWITCH 1 1 1 1 11 T �F.l n w UP - S SURFACE MOUNTED J-BOX — m 1 I v \ CLO ET 1 51 X 51 MASTE BATH � CHANDELIER AI C - � \ 4 RECESSED ADJUSTABLE DOWNLIGHT 4"CANS-LOW �f E";� POWDER /OLT LED-ON DIM.SWITCH U.O.N. 3t—z5 RECESSED PIN LIGHT RECESSED SHOWER LIGHT _-- - - - FOYER \ \ 8 i " I -� - _ F— T-6"X 20' � � m 1 D D uj i� ADJUSTABLE PICTURE LIGHT I — — — — O , I SHOWER / (E� 1 � I 7 WALL MOUNTED EXTERIOR FIXTURE G.F.I. I \LAu"' RY BOOKSHELVES 1 Q WALL MOUNTED INTERIOR FIXTURE � _Tc_ -- LED STRIP LIGHTING 11GIF.I. HOOKS �\ 5 / g � I m CEILING FAN w/SPEED CONTROL&LIGHTS COVE kCr_PORCH EXTERIOR RISER LIGHT W.P. / � 14'-4"X 8'-6" ❑N EXHAUST FAN DN t�U PORCELAIN UTILITY FIXTURE SD SMOKE DETECTOR 1 CM CARBON MONOXIDE DETECTOR Q THERMOSTAT @ 58"A.F.F. PROJECT TITLE: A TELEPHONE 1735 PARK AVE MATTITUCK, NY QT.V.LOCATION:PROVIDE(2)RG6 COAX AND(2)PAIR TELEPHONE LINE TO MECHANICAL ROOM @ ETHERNET SHEET TITLE: © GARAGE DOOR OPENER FIRST FLOOR ELECTRICAL PLAN DATE: PAGE: FIRST FLOOR ELECTRICAL FLOOR PLAN &1408 1 SCALE: E- 1 02 ill" = 1'-0" AS NOTED SHEET NOTES ELECTRICAL NOTES: 1.) KEYPADS/SWITCHES TO BE INSTALLED @ 48"TO TOP OF SWITCH A.F.F. OR AS NOTED 2.) PROVIDE DIMMER SWITCH FOR ALL LIGHTING FIXTURES 3.) HEIGHT OF SWITCHES&OUTLETS ABOVE COUNTERTOPS TO BE COORDINATED WITH ARCHITECT FOR BACKSPLASH LAYOUT 4.) OUTLETS TO BE MOUNTED HORIZONTALLY IN BASEBOARD UNLESS NOTED OTHERWISE 5.) CONTRACTOR TO VERIFY EXISTING SERVICE& UPGRADE AS NECESSARY-COORDINATE WITH POWERS HANCOCK DESIGN ARCHITECT PO Box 400 5.)CONTRACTOR TO VERIFY ALL EXISTING South James ort, NY 11940 UNDERGROUND UTILITIES PRIOR TO EXCAVATION/CONSTRUCTION. (DISCONNECT&MODIFY AS REQUIRED 6.)CONTRACTOR TO PROVIDE ALL NECESSARY ELECTRICAL WIRING FOR APPLIANCES&MECHANICAL EQUIPMENT. COORDINATE WITH HVAC&PLUBING CONTRACTORS AS REQUIRED. KEYED NOTES O PROVIDE MOTION SENSOR FOR NOTED FIXTURES �2 PROVIDE POWER FOR JE17ED TUB FIXTURE SHALL COMPLY w/410.10(D) OF N.E.C. G C �y~<E 0 AR ALL RECESSED FIXTURES ON DIMMER SWITCH pPHER G oy�� S F� ® U.O.N. cn # U m PROVIDE ELEC. RADIANT 5_BATHROOMS © PROVIDE POWER @ ALL TOILETS 4 y O� ELECTRICAL SYMBOL SCHEDULE DUPLEX RECEPTACLE(TYPICALLY CENTERED IN ISSUE SUBMISSION ASEBOARD) �� --BALCONY— IN LEX RECEPTACLE(TYPICALLY CENTERED �M \ �J E �-- � E TWO GANG NO. DATE ISSUE 1 09.08,23 09.08,23 .P. DUPLEX RECEPTACLE GROUNDED OR WATERPROOF DUPLEX RECEPTACLE(HALF SWITCHES) I / / '' !p ® DUPLEX RECEPTACLE(FLOOR MOUNTED) 6EDROOM DUPLEX RECEPTACLE(FLOOR MOUNTED-HALF 17'-3"X 11'-3" ® WITCHES) D=Q= DEDICATED APPLIANCE OR EQUIPMENT OUTLETI JR. MASTER FF use' BEDROOM $ TYPICAL SWITCH SD / 14'-6"X 13'-3" / vv TYPICAL DIMMER SWITCH $D / III 11113 Uk $3 3-WAY SWITCH oN -- � r— �� REVISION SUBMISSION 4 4-WAY SWITCH $ II N0. DATE REVISION HAAAY SD 1 00,00.00 00.00.00 $J JAMB SWITCH I I I I I 6 UP S Lt I SURFACE MOUNTED J-BOX 1 1 1 1 XWER",� N� 0 -BATHR C CHANDELIER I T RMOOM 3 H 6' o LINEN 2 RECESSED ADJUSTABLE DOWNLIGHT 4"CANS-LOW \� SD W10, O VOLT LED-ON DIM.SWITCH U.O.N. BENCH ® RECESSED PIN LIGHT °- RECESSED SHOWER LIGHT I DROOMIBENCH SHOWER ADJUSTABLE PICTURE LIGHT11-10 X 12-8 Y WALL MOUNTED EXTERIOR FIXTURE 7 WALL MOUNTED INTERIOR FIXTURE ------ LED STRIP LIGHTING CEILING FAN W/SPEED CONTROL&LIGHTS EXTERIOR RISER LIGHT FNJ EXHAUST FAN OU PORCELAIN UTILITY FIXTURE sD SMOKE DETECTOR CM CARBON MONOXIDE DETECTOR QT THERMOSTAT @ 58"A.F.F. PROJECT TITLE: Q TELEPHONE 1735 PARK AVE MATTITUCK, NY QT.V.LOCATION:PROVIDE(2)RG6 COAX AND(2)PAIR TELEPHONE LINE TO MECHANICAL ROOM O ETHERNET SHEET TITLE: G� GARAGE DOOR OPENER SECOND FLOOR ELECTRICAL PLAN DATE: PAGE: SECOND FLOOR ELECTRICAL FLOOR PLAN 2023.09.08 1SCALE: - 103 SCALE:111 = 11-011= 1 -0 AS NOTED GENERAL NOTES CAST-IN-PLACE CONCRETE STRUCTURAL STEEL BASIS OF DESIGN 1. ALL STRUCTURAL WORK SHALL CONFORM TO THE PROJECT SPECIFICATIONS,DRAWINGS AND THE 2020 NEW YORK STATE 1. GENERAL 1. SUBMITTALS FOR REVIEW �. BUILDING CODE: 2020 NEW YORK STATE BUILDING CODE BUILDING CODE. 1.1. CODES AND STANDARDS: COMPLY WITH THE PROVISIONS OF THE LATEST EDITIONS OF: 1.1. SHOP DRAWINGS: INDICATE PROFILES,SIZES,SPACING,LOCATIONS OF STRUCTURAL STEEL MEMBERS,INCLUDING 2. DEAD LOADS 2. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE SPECIFICATIONS AND ARCHITECTURAL,SITE, 1.1.1. ACI 318"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" OPENINGS,ATTACHMENTS,AND FASTENERS. SHOW ALL CONNECTION DETAILS.INDICATE WELDED CONNECTIONS WITH AWS 2.1. ROOF DEAD LOAD 18 PSF ON SLOPE MECHANICAL,ELECTRICAL,PLUMBING DRAWINGS,AND THE APPROVED SHOP DRAWINGS. 1.1.2. ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE" A2,0 WELCING SYMBOLS. 2.1.1. ROOFTOP PHOTOVOLTAIC PANEL SYSTEM 3 PSF(INCLUDED IN ROOF DEAD LOAD) 1.1.3. ACI 305"HOT WEATHER CONCRETING" 2.2. FLOOR DEAD LOAD,INTERIOR 15 PSF 3. IN THE CASE OF A CONFLICT BETWEEN THE DRAWINGS,SPECIFICATIONS OR NOTES ON THE DRAWINGS,THE ENGINEER 1.1.4. ACI 306"STANDARD SPECIFICATION FOR COLD WEATHER CONCRETING" 2. QUALITY ASSURANCE 2.3. FLOOR DEAD LOAD,EXTERIOR 10 PSF SHALL BE NOTIFIED TO RESOLVE THE DISCREPANCY. 1.1.5. ACI 308"STANDARD PRACTICE FOR CURING CONCRETE". 2.1. FABRICATOR AND ERECTOR:COMPANY SPECIALIZING IN PERFORMING THE WORK OF THIS SECTION WITH MINIMUM FIVE 3. LIVE LOADS 4. THE SCOPE OF WORK FOR TH E DESIGN ENGINEER FOR THIS PROJECT DOES NOT INCLUDE ANY EVALUATION OF THE SOIL 1.2. CONCRETE MIXES(PER ACI 31:8 REQUIREMENTS FOR CONCRETE BY EXPOSURE CLASS): YEARS EX'ERIENCE. 3.1, ROOF LIVE LOAD SNOW LOAD GOVERNS CONDITIONS ON SITE, ADEQUACY OIF SOIL STABILITY,BEARING,ETC,IS THE FULL RESPONSIBILITY OF OTHERS. 3.2. FLOOR LIVE LOAD,TYPICAL 40 PSF LOCATION fc(PSI) DENSITY MAX.ACG. TARGET AIR SLUMP MAX.WIC NOTES 3. MATERIALS 3.4. FLOOR LIVE LOAD,BALCONIES AND DECKS 60 PSF POWERS HANCOCK DESIGN 5. THE STRUCTURAL ELEMENTS OF THE PROJECT HAVE BEEN DESIGNED FOR THE SPECIFIED VERTICAL AND LATERAL FORCES FOOTINGS,WALLS,PIERS 3,000 145 PCF 6% 3"-5" 0.55 3.5. FLOOR LIVE LOAD,SLEEPING AREAS 30 PSF ACTING ON THE COMPLETED BUILDING. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DESIGN AND PROVIDE ALL REQUIRED INTERIOR SLABS ON GRADE 3,000 145 PCF " - Y-5" 0.55 3.3:1 UNLESS NOTED OTHERWISE,ASTM A9STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING: 3.6. FLOOR LIVE LOAD,ATTIC KNEE-WALL STORAGE AREAS 20 PSF PO Box 400 SHORING AND BRACING NEEDED DURING CONSTRUCTION TO MAINTAIN THE STABILITY AND SAFETY OF THE PARTIALLY-COMPLETED South Jamesport, NY 11940 STRUCTURE AND FOR CONSTRUCTION LOADINGS THAT EXCEED THE SPECIFIED DESIGN LOADS. EXTERIOR SLABS AND SIDEWALKS 4,000 145 PCF4" 6% 3"-5" 0.45 3.1.2. ANGLES,CHANNELS,PLATE AND OTHER HOT ROLLED SHAPES: ASTM A36 4. ROOF SNOW LOAD DATA 3.1.3. TUBES:ASTM A500,GRADE C. 4.1• GROUND SNOW LOAD,Pg 20 PSF 6. DETAILS LABELED"TYPICAL DETAILS"ON THE DRAWINGS SHALL APPLY TO ALL SITUATIONS OCCURRING ON THE PROJECT 3.1.4. PIPES:ASTM A53,GRADE B. 4.2. FLAT ROOF SNOW LOAD,Pf 20 PSF THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. THE APPLICABILITY OF THE TYPICAL DETAIL IS TO BE 1.3. TRANSIT MIX SHALL CONFORM TO ASTM C94. 4.3. SNOW EXPOSURE FACTOR,Ce 1.0 DETERMINED BY THE TITLE OF THE TYPICAL DETAIL. SUCH TYPICAL DETAILS SHALL APPLY WHETHER OR NOT THEY ARE KEYED IN 3.2. BOLTS,NUTS,AND WASHERS: 4.4. SNOW IMPORTANCE FACTOR,Is 1.0 SELLER $ T R E Y B A L AT EACH LOCATION IN THE DRAWINGS. 1.4. NO CHLORIDE OR OTHER UNAUTHORIZED ADMIXTURES SHALL BE USED. 3.2.1. BOLTS: TYPE 1,HEAVY HEX,MINIMUM 314"DIAMETER. USE"A325"UNO(=ASTM F3125 GRADE A325 OR GRADE F1852). 4.5. THERMAL FACTOR,Ct 1.1 3.2.2. NUTS: ASTM A563 HEAVY HEX. 4.6. SLOPE FACTORS PER ASCE 7-16 7. AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONDITIONS OF THE JOBSITE INCLUDING SAFETY 1.5. PLACE NO CONCRETE WHEN AMBIENT TEMPERATURE IS BELOW 40 DEGREES FAHRENHEIT OR MORE THAN 90 DEGREES 3.2.3. WASHERS: ASTM F436 TYPE 1 HARDENED WASHERS. OF PERSONS AND PROPERTY. THE ARCHITECT'S OR ENGINEER'S PRESENCE OR REVIEW OF WORK DOES NOT INCLUDE THE FAHRENHEIT. 5. WIND DESIGN DATA ADEQUACY OF THE CONTRACTOR'S MEANS OR METHODS OF CONSTRUCTION. 3.3. ANCHOR BOLTS:ASTM F1554 GRADE 36,UNLESS NOTED OTHERWISE. 5.1. BASIC DESIGN WIND SPEED,V 130 MPH 1.6. COMPLY WITH ACI CODES AND PLACE CONCRETE IN A CONTINUOUS OPERATION WITHIN PLANNED JOINTS OR SECTIONS. DO 5.2. ALLOWABLE STRESS DESIGN WIND SPEED,Vasd 101 MPH } 8. IN THE EVENT OF A CONSTRUCTION OR FABRICATION ERROR,THE CONTRACTOR SHALL PREPARE A SKETCH WITH A NOT PERMIT COLD JOINTS TO OCCUR. 3.4. WELDING ELECTRODES:E70xx PER AWS D1.1 UNLESS NOTED OTHERWISE. 5.3. RISK CATEGORY II PROPOSED REPAIR AND SUBMIT IT TO THE ARCHITECT AND ENGINEER OF RECORD FOR APPROVAL PRIOR TO PERFORMING ANY 5.4. WIND EXPOSURE C CORRECTIVE WORK. 1.7. CURING: BEGIN INITIAL CURING AS SOON AS FREE WATER HAS DISAPPEARED FROM EXPOSED SURFACES. WHERE 3.5. GROUT: ASTM C1107,FACTORY-PACKAGED,NONMETALLIC AGGREGATE,NONCORROSIVE AND NONSTAINING, 5.5. INTERNAL PRESSURE COEFFICIENTS +/-0.18 POSSIBLE,KEEP CONTINUOUSLY WET FOR 72 HOURS. CONTINUE CURING BY USE OF MOISTURE RETAINING COVER OR SHRINKAGE-RESISTANT GROUT WITH MINIMUM COMPRESSIVE STRENGTH OF 7,000 PSI AT 28 DAYS. 5.6. COMPONENTS AND CLADDING WIND PRESSURE PER ASCE 7-16 STRUCTURAL ENGINEER S 9. DO NOT SCALE THE DRAWINGS. MEMBRANE-FORMING CURING COMPOUND. 4. FINISH 6. GEOTECHNICAL INFORMATION 65 Huntington Rd Suite 201 1.8. FINISHING: FLOOR SLABS 6.1. DESIGN LOAD-BEARING VALUE OF SOIL 2,000 PSF(PRESUMPTIVE) Richmond, VT 05477 1.8.1. INTERIOR TO RECEIVE TILE WITH FULL SETTING BED:WOOD FLOAT FINISH 4.1. PREPARE STRUCTURAL COMPONENT SURFACES IN ACCORDANCE WITH SSPC SP-2 FOR ENCLOSED STEEL TO RECEIVE 6.2. MINIMUM FROST COVER T-0" 1.8.2. INTERIOR SURFACES TO RECEIVE CARPET,RESILIENT OR SEAMLESS FLOORING,OR THIN SET CERAMIC TILE:STEEL STANDARD PRIMER AND SSPC SP-6 FOR STEEL TO RECEIVE ZINC-RICH PRIMER. 802.497.1174 www.STS-Engineers.com FOUNDATION RELATED EARTHWORK TROWEL FINISH 1.8.3. EXTERIOR SLABS:BROOM FINISH PERPENDICULAR TO PEDESTRIAN TRAFFIC. 4.2. CSHOP PRIME ONTACT WITHCONCRETE. UCTURASTEEL MEMBERS. DO NOT PRIME SURFACES THAT WILL BE FIREPROOFED,FIELD WELDED,OR IN ISSUE SUBMISSION 1. FOUNDATION DESIGN IS BASED ON PRESUMPTIVE SOIL PROPERTIES FROM THE IBC FOR ASSUMED SUBGRADE CONDITIONS 1.9. UNLESS OTHERWISE NOTED,CENTER ALL FOUNDATION PIERS AND FOOTINGS ON COLUMN CENTERLINES. DESCRIBED AS"SAND,SILTY SAND,CLAYEY SAND,SILTY GRAVEL AND CLAYEY GRAVEL(SW,SP,SM,SC,GM AND GC)." 5. EXECUTION ABBREVIATIONS No. DATE ISSUE CONTRACTOR SHALL FIELD-VERIFY THAT ACTUAL SUBGRADE CONDITIONS ARE CONSISTENT WITH THESE ASSUMED SUBGRADE 2, CONCRETE REINFORCING - 9.8.2023 ISSUED FOR PERMIT MATERIALS AND SHALL IMMEDIATELY CONTACT ENGINEER,PRIOR TO STARTING FOUNDATION CONSTRUCTION,IF THEY ARE NOT. 5.1. FABRICATE AND ERECT STRUCTURAL STEEL MEMBERS IN ACCORDANCE WITH THE 2016 AISC CODE OF STANDARD PRACTICE. 2.1. REINFORCING STEEL SHALL BE ASTM A615,60 KSI YIELD GRADE,DEFORMED STEEL BARS PER ASTM A305. THE FOUNDATIONS MAY NEED TO BE:REDESIGNED IF ACTUAL SUBGRADE CONDITIONS ARE WORSE THAN THE ASSUMED 5.2. INSTALL BOLTS IN ACCORDANCE WITH RCSC'S"SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS" ABV ABOVE MAX MAXIMUM CONDITIONS. 2.2. WELDED STEEL WIRE FABRIC SHALL BE ASTM A185. LAP A MINIMUM OF TWO MESHES. 5.2.1. JOINT TYPE: SNUG TIGHTENED,UNO. APB ANTHONY POWER BEAM MIN MINIMUM APC ANTHONY POWER COLUMN NS NEAR SIDE 2. FOOTINGS HAVE BEEN DESIGNED FOR A MINIMUM PRESUMPTIVE LOAD-BEARING CAPACITY OF 2,000 PSF PER IBC SECTION 2.3. CHAIRS AND SPACERS SHALL BE PLACED TO ADEQUATELY SUPPORT REINFORCING DURING PLACEMENT. FOREIGN 5.3. WELD IN ACCORDANCE WITH AWS D1.1. MINIMUM WELD SIZES SHALL CONFORM TO AISC REQUIREMENTS FOR MATERIAL BOF BOTTOM OF FOOTING ac ON CENTER 1806.2. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY,PRIOR TO PROCEEDING WITH WORK,IF ACTUAL CONDITIONS DIFFER. MATERIALS SUCH AS WOOD OR OTHER UNSUITABLE SUPPORTS SHALL NOT BE USED TO SUPPORT REINFORCING, SET WIRE THICKNESS BUT SHALL NOT BE LESS THAN 114"UNLESS SPECIFICALLY NOTED TO THE CONTRARY. CL CENTERLINE OF OUTSIDE FACE TIES SO ENDS ARE DIRECTED INTO CONCRETE WHERE CONCRETE WILL BE EXPOSED. CMU CONCRETE MASONRY UNIT PA POST ABOVE 3. EXCAVATION 5.4. ALLOW FOR ERECTION LOADS,AND FOR SUFFICIENT TEMPORARY BRACING TO MAINTAIN STRUCTURE SAFE,PLUMB,AND IN CONT CONTINUOUS PL PLATE 2.4. CONCRETE CLEAR COVER FOR REINFORCEMENT(UNLESS SHOWN OTHERWISE): TRUE ALIGNMENT UNTIL COMPLETION OF ERECTION AND INSTALLATION OF PERMANENT BRACING, DF DOUGLAS FIR PSL PARALLEL STRAND LUMBER 3.2. EXCAVATE SUBSOIL TO ACCOMMODATE BUILDING FOUNDATIONS.HAND TRIM EXCAVATIONS.REMOVE LOOSE MATERIAL. 2.4.1. BOTTOM OF FOOTINGS:3" DWG DRAWING PT PRESERVATIVE-TREATED 2.4.2. SIDES OF FOOTINGS:2" 5.5. DO NOT FIELD CUT OR ALTER STRUCTURAL MEMBERS WITHOUT APPROVAL OF ARCHITECT/ENGINEER. EF EACH FACE SS STAINLESS STEEL 3.3. COMPACT DISTURBED LOAD BEARING SOIL IN DIRECT CONTACT WITH FOUNDATIONS TO ORIGINAL BEARING CAPACITY. 2.4.3. FACES OF WALLS EXPOSED TO EARTH OR WEATHER: 2" ELEV ELEVATION STD STANDARD PLACE A MINIMUM OF 6 INCHES OF CRUSHED STONE BENEATH FOOTINGS IF STANDING WATER IS ENCOUNTERED IN EXCAVATIONS. PLACE A MINIMUM OF 12 INCHES OF CRUSHED STONE,WRAPPED FULLY WITH NON-WOVEN FILTER FABRIC 2.4.4. FACES OF WALLS NOT EXPOSED TO EARTH OR WEATHER: 4" 5.6. AFTER ERECTION,PRIME WELDS,ABRASIONS,AND SURFACES NOT SHOP PRIMED,EXCEPT SURFACES TO BE IN CONTACT EQ EQUAL TOF TOP OF FOOTING WITH CONCRETE. ES EACH SIDE TOPIER TOP OF PIER (MIRAFI 140N OR EQUIVALENT)OVERLAPPING 12 INCHES MINIMUM,IF CLAY SOILS ARE ENCOUNTERED IN EXCAVATIONS. 2.5. UNLESS NOTED OTHERWISE,LAP LENGTHS SHALL BE AS FOLLOWS: 16"FOR#3,22"FOR#4,27"FOR#5,AND 32"FOR#6. EW EACH WAY TOSHELF TOP OF SHELF 3.4. IF OVER-EXCAVATION OCCURS,REPLACE MATERIAL WITH SUITABLE WELL-DRAINED MATERIAL,IN 6 INCH LIFTS,APPROVED 5.7. GROUT UNDER BASE PLATES. EX EXISTING TOTOP OF SLAB BY THE ENGINEER AND COMPACTED TO 95%OF MODIFIED PROCTOR. OVEREXCAVATION MAY ALSO BE REPLACED WITH LEAN 2.6. DOWELS SHALL MATCH SIZE AND SPACING OF MAIN REINFORCEMENT,UNLESS OTHERWISE NOTED. FND FOUNDATION TOWW TOP OF WALL - FS FAR SIDE OR FOOTING STEP TYP TYPICAL REVISION SUBMISSION CONCRETE WITH ENGINEER'S.APPROVAL. 3. RELATED ITEMS WOOD FRAMING AND SHEATHING FTG FOOTING TIO TOP OF 3.5. PROTECT THE SITE AND ALL CONSTRUCTION,EXISTING AND PROPOSED,FROM THE EFFECTS OF FREEZING OR FROST HORI GALVANIZED UNO UNLESS NOTED OTHERWISE NO. DATE REVISION ACTION. 3.1. WATERSTOP SHALL BE 3/4"x1"SWELLSTOP STRIP APPLIED WATERSTOP AS MANUFACTURED BY SIKA OR EQUIVALENT. HHORIZONTAL UNDERSIDE OF HTT HEAVY TIMBER VERT VERTICAL r 1. GENERAL IF INSIDE FACE VIF VERIFY IN FIELD 3.6. MAINTAIN 3-0 MINIMUM FROST COVER FROM FINAL GRADE TO BOTTOM OFALL FOOTINGS. LSL LAMINATED STRAND LUMBER WS WALL STEP 1.1. UNLESS OTHERWISE SPECIFIED,EACH PIECE OF LUMBER SHALL BEAR THE GRADE MARK,STAMP,OR OTHER IDENTIFYING LVL LAMINATED VENEER LUMBER WWF WELDED WIRE FABRIC 4. BACKFILL AND COMPACTION MARKS INDICATING GRADES OF MATERIAL,AND RULES OR STANDARDS UNDER WHICH PRODUCED, 4.1. PLACE AND COMPACT BACKFILL IN EQUAL CONTINUOUS LAYERS NOT EXCEEDING 8"OF COMPACTED DEPTH FOR HAND HELD COMPACTION EQUIPMENT AND A MAXIMUM OF 12"INCHES COMPACTED DEPTH FOR VIBRATORY ROLLERS. DO NOT USE 1.2. PROTECT LUMBER AND OTHER PRODUCTS FROM DAMPNESS BEFORE,DURING AND AFTER DELIVERY AT THE SITE. LARGE VIBRATORY ROLLERS WITHIN 5 FEET OF BASEMENT WALLS(USE HAND-HELD EQUIPMENT). 1.3. NOMINAL SIZES ARE INDICATED EXCEPT AS SHOWN BY DETAIL DIMENSIONS. STRUCTURAL D RAW I N G LIST 4.2. MAINTAIN+/-1%OF OPTIMUM MOISTURE CONTENT OF BACKFILL MATERIALS TO ATTAIN COMPACTION DENSITY. 1.4. MAXIMUM MOISTURE CONTENT SHALL NOT EXCEED 19%. 4.3. BACKFILL SIMULTANEOUSLY ON EACH SIDE OF FOUNDATION WALLS. S-000 GENERAL NOTES 2. MATERIALS 4,4. DO NOT BACKFILL WALLS UN71L FLOOR FRAMING SUPPORTING TOP OF WALLS AND SLAB ON GRADE SUPPORTING BOTTOM S-100 FOUNDATION PLAN OF WALLS IS IN PLACE. 2.1. STRUCTURAL DIMENSION LUMBER: DOUGLAS FIR-LARCH NO.2 AS GRADED BY WWPA S-101 FIRST FLOOR FRAMING PLAN S-102 SECOND FLOOR&LOWER ROOF FRAMING PLAN 4.5. COMPACTION TESTING SHALL.BE PERFORMED IN ACCORDANCE WITH ASTM D2922,TEST METHODS FOR SOIL BY NUCLEAR 2.2. PRESERVATIVE PRESSURE TREATED LUMBER(PT): SOUTHERN PINE NO.2,AS GRADED BY SPIB S-103 ATTIC FLOOR FRAMING PLAN METHODS, MAXIMUM DENSITY SHALL BE DETERMINED BY THE MODIFIED PROCTOR METHOD,ASTM D1557. S-104 UPPER ROOF FRAMING PLAN Digitally signed by John Treybal 2.3. LAMINATED VENEER LUMBER(LVL): MICROLAM LVL 2.0E BY TRUS JOIST OR APPROVED EQUIVALENT,12"THICK,WITH DEPTHS Date:2023.09.07 0' 5. BACKFILL REQUIREMENTS AS INDICATED ON DRAWINGS. S-200 TYPICAL FOUNDATION DETAILS ! QF .NEW S-201 TYPICAL FRAMING DETAILS �(`i Y 5.1. FILL WITHIN BUILDING ENVELOPE AND FILL BELOW SLABS: 2.4. PARALLEL STRAND LUMBER(PSL): PARALLAM PSL BY TRUS JOIST OR APPROVED EQUIVALENT. S-202 TYPICAL FRAMING DETAILS �,�Q- �� R TR�cye O,A 5.1.1. MATERIAL: GRANULAR FILL 5.1.2. COMPACTION: 95%MODIFIED PROCTOR 2.5. LAMINATED STRAND LUMBER(LSL): TIMBERSTRAND LSL BY TRUS JOIST OR APPROVED EQUIVALENT. S-300 SECTIONS&DETAILS r- S 301 SECTIONS&DETAILS S-302 SECTIONS&DETAILS m I I w 5.2. CRUSHED STONE: 2.6. PREFABRICATED WOOD I-JOISTS(TJI): TJI JOISTS BY TRUS JOIST OR APPROVED EQUIVALENT. 2 2 5.2.1. MATERIAL: CRUSHED STONEv' 9/8/2D23 C9 5.2.2. COMPACTION: MINIMUM 2 PASSES WITH COMPACTION EQUIPMENT 2.7. SHEATHING: PANEL GRADE AS NOTED ON DRAWINGS,THICKNESS AS INDICATED,SPAN RATING AS REQUIRED TO SUIT 08776 SUPPORT SPACING INDICATED,EXPOSURE DURABILITY 1,TWO SPAN MINIMUM. F P 5.3. BACKFILL ALONG EXTERIOR OF BASEMENT WALLS AND BEHIND RETAINING WALLS(NOT BELOW SLABS): It is a I n of NYS Education Law 5.3.1. MATERIAL: GRANULAR FILL 2.8. FASTENERS AND ANCHORS: Article i section 7209 for any 5.3.2. COMPACTION: 92%MODIFIED PROCTOR 2.8.1. WOOD CONSTRUCTION CONNECTORS BY SIMPSON STRONG-TIE OR USP EQUIVALENT WITH EQUAL OR GREATER erson, ess he is acting under the CAPACITY UNLESS NOTED OTHERWISE. CONFORM TO MANUFACTURER'S COATING RECOMMENDATIONS. ion of a licensed professional engineer to alter this item in anyway. 6. MATERIALS 2.8.2. BOLTS,NUTS AND WASHERS SHALL BE HOT DIPPED GALVANIZED STEEL. 2.8.3. FASTENERS AND ANCHORS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE STAINLESS STEEL OR STEEL HOT 6.1. GRANULAR FILL: SOILS CLASSIFIED AS GW,GP,SW OR SP PER THE UNIFIED SOIL CLASSIFICATION SYSTEM,ASTM D 2487. DIP GALVANIZED TO G-185. 6.2. CRUSHED GRAVEL: 2.9. WOOD PRESERVATIVE TREATMENT: IN ACCORDANCE WITH AWPA U1,USING WATER-BORNE PRESERVATIVE ACCEPTABLE TO SIEVE DESIGNATION %BY WEIGHT PASSING SIEVES AUTHORITIES HAVING JURISDICTION AND CONTAINING NO ARSENIC OR CHROMIUM. 2 INCH 100 1j INCH 90-100 2.10.SUBFLOOR GLUE: APA AFG-01,WATERPROOF OF WATER SOLVENT BASE,AIR CURE TYPE,CARTRIDGE DISPENSED. NO.4 30-60 NO.100 0-12 3. EXECUTION NO.200 0-6 3.1. MAKE PROVISIONS FOR ERECTION LOADS,AND FOR SUFFICIENT TEMPORARY BRACING TO MAINTAIN STRUCTURE SAFE, 6.3. CRUSHED STONE: PLUMB,AND IN TRUE ALIGNMENT UNTIL COMPLETION OF ERECTION AND INSTALLATION OF PERMANENT BRACING. SIEVE DESIGNATION %BY WEIGHT PASSING SIEVES 1 INCH 100 3.2. CONSTRUCT LOAD BEARING FRAMING FULL LENGTH WITHOUT SPLICES. 4 INCH 90-100 3.3. PROVIDE DOUBLE JOISTS BENEATH WALL STUD PARTITIONS THAT ARE PARALLEL TO FLOOR JOISTS, 81NCH 2O-55 PROJECT TITLE: NO.4 0-10 3.4. USE SHEATHING CLIPS BETWEEN SHEETS BETWEEN ROOF FRAMING MEMBERS. N0.8 0-5 3.5. PROVIDE ROOF SHEATHING ALONG TOP EDGE OF ALL RAFTERS,INCLUDING RAFTERS BELOW OVER-FRAMED AREAS,UNLESS 1735 PARK AVE 6.4. SUITABLE NATIVE SOIL: ON SITE SAND OR GRAVEL REASONABLY FREE OF LOAM,SILT,CLAY,AND ORGANIC MATTER. NOTED OTHERWISE. MATTITUCK, NY 6.5. GEOTEXTILE FABRIC: NON-WOVEN GEOTEXTILE FABRIC,MIRAFI 140N OR EQUIVALENT. 3.6. ALL POSTS AND COLUMNS FROM HEADERS AND BEAMS SHALL BEAR CONTINUOUSLY TO CONCRETE FOUNDATIONS INCLUDING SOLID BLOCKING IN FLOOR SPACES. 3.7. ALL BOTTOM BEARING PLATES,FOR STUD WALLS OR BEAM BEARING,SHALL BE ANCHORED TO THE FOUNDATION WITH 1/2" SHEET TITLE: DIAMETER ANCHOR BOLTS AT 4'-0"ON CENTER,UNLESS NOTED OTHERWISE. GENERAL NOTES 3.8. ALL BEARING WALLS SHALL BE BLOCKED AT 4'-0"ON CENTER,VERTICALLY,UNLESS NOTED OTHERWISE. 3.9. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE PRESSURE TREATED,PT. DATE: PAGE: 3.10.HOLES FOR BOLTS SHALL BE 3"TO�"LARGER THAN NOMINAL BOLT SIZE. 9.8.2023 S-000 3.11.FILL ALL FASTENER HOLES IN WOOD CONSTRUCTION CONNECTORS WITH MANUFACTURER'S RECOMMENDED FASTENER. SCALE: 3.12.WHERE LIGHT-GAGE STRAPS ARE SPECIFIED,PLACE HALF OF FASTENERS IN EACH MEMBER CONNECTED. AS NOTED 3.13.FOLLOW PREFABRICATED WOOD JOIST MANUFACTURER RECOMMENDATIONS, FOOTING SCHEDULE MARK SIZE REINFORCING (LENGTH x WIDTH x THICKNESS) (3"CLEAR TO BOTTOM OF FOOTING,U.N.O.) 551-6" F2.0 2'-0"x2'-0"x10" (3)#4 EACH WAY 20'4" 20'-6" 15'-0" 4'-0" F2.5 2'-6"x 2'-6"x 10" (3)#4 EACH WAY 9'04" 9'-04" 24" F3.0 3'-0"x T-0"x 10" (4)#4 EACH WAY F3.5 T-6"x 3'-6"x 10" (4)#4 EACH WAY S-300 S- 09'r F4.0 4'-0"x4'-0"x1'-0" (4)#5 EACH WAY POWERS HANCOCK DESIGN PO Box 400 F4.5 4'-6"x 4'-6"x 1'-0" (4)#5 EACH WAY South Jamespor, NY 11940 FX SEE PLAN,10"THICK #4 AT 9"oc EACH WAY \ F28` I \ F28/ F28 F28 28"q)BIGFOOT FOOTING (3)#5 VERTICAL DOWELS SELLERS T R E Y B A L 7'-3" 7'-3.. T-34-1" T-81" i 3'_81„ 3" 3" `-Co'� y°� 0 o I o 0 -----1------------ --- STRUCTURAL ENGINEERS Huntington Rd Suite 201 r——————— —�- ----V-- i Richmond, VT05477 F28 I I � TOF-10'-4" I 802.497.1174 www.STS-Engineers.com I I I s" o ISSUE SUBMISSION M NO. DATE ISSUE I N 4'-34" I I ( F_' L 7 0 - 9.8.2023 ISSUED FOR PERMIT II L------------- ---- —5 Cl)3 �1'\ �-I-\ �1-\ 12"I I I� n8n= I CJ CJ r---- ---------- F28 F28 = I BEAM POCKET ( TOF-10'-4" TOW-1'-4" TOW 1'8" ---------------- --- IZt1 v i I �I LL I I BASEMENT of 0 1 r- -------- t --- I PLAN NOTES; ------ 4 J TOS-9'-10" FS I � FS L_ _-I I 1 0 _ I 1 1. ELEVATIONS ARE BASED ON TOP OF FIRST FLOOR SUBFLOOR REFERENCE ELEVATION U-0" I BEAM POCKET I 23„ 9,81" r,aI _ I 2. "FS"=FOOTING STEP,SEE 21S-200 r, 4 2 10'-4" 4 co ;I LLLr- 0 3. "TOF"=TOP OF FOOTING `_�' z 01 0 I 4. "TOS"=TOP OF SLAB _11w z ~ ~ ( 5. "TOW"=TOP OF WALL o w I 1 6. "WS"=WALL STEP REVISION SUBMISSION 1 _ _ `0 I _ 7. "CJ"=SLAB CONTROL JOINT,SEE 7/S-200 r (- �4"' I I EXTERIOR 8. WHERE INDICATED,SEE ARCH.FOR ROUGH OPENING ELEVATIONS. MINIMUM CONCRETE NO. DATE REVISION I F4.0 I I F3.5 TOS-10'-2" HEADER DEPTH TO BE 1'-2". PROVIDE ADDITIONAL(2)#5 VERTICAL FULL-HEIGHT EACH SIDE OF I I _CJ _ CJ I I TOF-10'-6" CJ TOF-10'-6" CJ - _ - - CJ 0 W_ ( I N OPENING. SEE DETAILS FOR HEADER REINFORCING. o z 0 —®� ( I ( 3 9. "HD"INDICATES SIMPSON STHD14RJ HOLD DOWN CAST INTO TO OF FOUNDATION WALL,SEE - ( 1 I I t r-- --, w r 5 S-300 SHEET S-102 AND 8/S-200. DIMENSIONS ON PLAN ARE TO CENTER OF HOLD DOWN,TYPICAL. Io 1 N L---- --� I-- --� `° I U I I y, - _j I oTOW-1'-4" , ih - (`rn0 N 1 10 I �* - -� I I F4.5 1 CP O TOW 4-8" 1 1 - -1 1 1 1 FS~I _ HD FX I I I i I I Ice) I of1 � " v �N I TOW 14„ 1'9.. - - 0 7I N r-- -- � 01 1 Mb� CID M S-300 I I F4.0 I I 4" BEAM POCKET I I I TOF-10'-6" I 1 ---------- --- ------- -I _ - CJ - - - CJ L-= --J - - CJ - - IJ I I f— ��F NE(NY 1- -------- I I 21-311 ,�Q� �, a TP? o TOW-1'4" in r Q z � 0 12 I I 2�' 9/8/2023 C? 0o 3" 1 ` I 1 _ r— I 0877E S-300 ---i-IilIk i---� I o O W0 ----f- --I-- -2 0 F P z ►— --I- -�--- to " Z z I I I S 300 It i s I n of NYS Education Law TOF_10-4______ _ _- a- w I d Article 1 ,Section 7209 for any O Lw I I I I „ erson, ess he is acting under the ch _ —J TOW-1-8 i ion of a licensed professional HD 1 engineer to alter this item in any way. --------- ------ -- ----- 11 I J QI I I \0 - = T-1" N I 12"I L ---------------) TOW 44" S-300 ----- \_j -- ------------ -------- MN F28 F28 1 9'-0" T-9-, PROJECT TITLE: 1735 PARK AVE MATTITUCK, NY 20'-0" 18'-0" 15'-3" 53'-3" SHEET TITLE: FOUNDATION PLAN DATE: PAGE: 9.8.2023 FOUNDATION PLAN S-100 SCALE: AS NOTED C e�t S-00 S-300 POWERS HANCOCK DESIGN PO Box 400 / " Q`OirO ti _ ..._.. ,..__ _�_ 1 Q coi`O „' IQ roi l_=.� .� South Jamesport, NY 11940 PT(3)2x10 . Prf x1._ j co LU N�d S d� i �z� ti f SELLERS T R E Y B A L I c I { PT 2x8 JOISTS AT 16"0c Cv wl w c.9 i � z d 1 �.. ?. _ PT(2)2x10 -- _ STRUCTURAL ENGINEERS I HUG210-2 qj w HANGER 65 Huntington Rd Suite 201 U - ._____. ..__ ._...'_.__._._.__._. _.__.. _-_ ._.-_ ... Richmond, T05477 www STS-Engineers.com I = i I , 1 I � I PT 2x8 ISSUE SUBMISSION I N AT 16"oc a NO. DATE ISSUE I H I It I � � i I 9.8.2023 ISSUED FOR PERMIT 4 I I U BJP 0�co f d W crop j PT M 2x10 -.__ _ __. _ 2.PT 2x10 --- -t= _ Huc210-2 U, N S HANGER l__ f IN C0 N o EE PT 2x8 JOISTS AT 16"oc : I � W l 23 I ____ ____ PLAN NOTES: I I I I i i-- S-302 -- – 1. SHEATHING: o o I I Ii Id s.1 _ _.____..-_.___.____.___.. 1.1. FIRST AND SECOND FLOOR: 11"APA RATED,SEE 1/S-201 24 ! i I �i io ,_. _ a _ 12 Q , _.._..______.____. __— ATTIC FLOOR: ' APA RATED,SEE 1/S-201 Ln S-302 ; I " 1.3. ROOF: APA RATED,SEE 2/S-201 n Q ----- ---- -- - 1.4. WALL: SEE WALL SCHEDULE AND 3/S-201 REVISION SUBMISSION �� I N 2. "PA"INDICATES POST ABOVE. NO. DATE REVISION I (3)1181'LVL i �'�� \P�� CONT.(3)118"LVL i i -..__ _ _ IIP 0 3. BEAMS TO BE FLUSH-FRAMED WITH JOISTS UNLESS NOTED OTHERWISE. HGUS412 f -- o-------------------------- .- HANGER,TYP. I I /,+ r 48 f ��ia01 ; ;Lo 8 o_� IIJf P - - �.f I W co r.lao .N ._... . pI �� _ O ^ 03117 L : , 0 11 117"TJI 560 JOISTS AT 16"oc .___r- ti� I s MC� �5 i X u)8 �3).(.1811LVL � T-- HWP5.37 H=11.875 HANGERco F' ti 1 U') 10 7�1\4 ------- (1)118"LVL Q ITS HANGER co __j � S �_ w 0 —� r�� 04 0 ZZ o � J �a (1)11811 LVL— I ,i to r- ! ITS HANGER I Z rZIM o U 1 087�6� ITS HANGER, ITS HANGER, o Pv 1 _ S-300 TYP. TV. �. It s a I of NYS Education Law I 9 ;` N S 302 1 Article 1 "Section 7209 for any S-300 erson, ess he is acting under the I ion of licensed �* I W10x19 i I_. — engineer to alltter this item innfessional any way. f 7/S-202 I (FLUSH) I 7/S-202 Cn Uj ii ! I z PT 2x8 JOISTS AT 16"oc j ; +cli _ ; i W Cn m J 2 HUC210-2 IT(2)2x10 HUG210-2 HUC210-2 PT(2)2x10 HUC210-2 ^6 %, -- -� HANGER HANGER HANGER HANGEIR, S-300 —' : . ` PROJECT TITLE: 1735 PARK AVE MATTITUCK, NY SHEET TITLE: FIRST FLOOR FRAMING PLAN DATE: PAGE: 9.82023 FIRST FLOOR FRAMING PLAN 1/4"=1'-0" SCALE: S-101 AS NOTED WALL SCHEDULE SHEATHING SHEATHING FASTENING MARK STUDS PANEL PANEL REMARKS THICKNESS TYPE FASTENER EDGES FIELD 4A NIA N/A NIA NIA NIA PROVIDE SOLID BLOCKING BETWEEN STUDS AT 48"oc MAX. U ZIP SYSTEM R-SHEATHING(R-6) 0.131"Ox4'NAILS 3"oc 6"oc ,r`�• �''�.� ¢ POWERS HANCOCK DESIGN t' <8> STRUCTURAL .131"fix "NAILS 3"oc 6"oc r' s _ � .�- -e ox 400 South Jamespor , NY 11940 - ,..... ..//r ;...__.,___-_.. _.___..__..______-___._.._ .___...._..._.__._____.___. __..___.__ _.____,_._.__..__-_- _.._. _.__.._.__....__.___ 6A N/A N/A NIA NIA N/A PROVIDE SOLID BLOCKING - ` BETWEEN STUDS AT 48"oe MAX. ZIP SYSTEM SELLERS T R E Y B A L " x " x R-SHEATHING(R-6) 0.131 x34 NAILS 3 oc 6 oc s` f��'•`�., .:r-, sa('�f ''.Ai ` � S' ! � 1x � � f 20 Q 2 STRUCTURAL 1 0.131"4)x*'NAILS 3x oc 6x oc CID 777> HDa HDa HDa HDa 1„ ZIP SYSTEM 1x „ ZIP R-SHEATHING TO BE - 1 1 0.131 (Px NAILS 3 oc 6 oc 2 R SHEATHING R-6 ( ) APPLIED TO EXTERIOR FACE OF WALL I { 16D �� I ?� 6D 6D (3)9� LVL ?¢ _ - --- -- - -- -- -- - STRUCTURAL 1 131"q)x21"NAIL 3-or, 6"oc STRUCTURAL 1 SHEATHING TO BE STRUCTURAL ENG NEERS __. � T__ -- -- -- - -- -- --- - I _ _._._-__......._ _____._... .-. _..__ 2 APPLIED TO INTERIOR FACE OF WALL 0 S w, / ( 65 Huntington Rd Suite 201 OP/ 2x10 RAFTERS AT 16"oc ! d V 4 ' ' Richmond, 77 }`� � � ,•� __.. ��., I ��'I I ;., 2x10 �2x101` 2x10 � � 174 www.STS-Engineers.com a __ HOLD DOWN SCHEDULE oXI ��I I NI ' 11 I ISSUE SUBMISSION x x -. N1 I I C„ r„ I S-301 I MARK HOLD DOWN LOCATION DETAIL I : � HD6 N0. DATE ISSUE :I I h f __ _.. a ? !- I STRAP CAST INTO POST INWALL TO - 9.8.2023 ISSUED FOR PERMIT _.._...---_..__...____...._._ ..... II I } ) I HDa 8/S-200 2x10 t 2x10,1 N 2x10 'L�� , 3 1„ L �. `L FOUNDATION,SEE 8/S-200 FOUNDATION WALL -: - -- U.1 )9g LV 21_... I ti i S-302 �`� 121S-202 W10x22 _ 121S 202 --- POST N WALL TO -- --- -- ,--- -- --' -- _,._.... _--...... SIMPS�ON HDU5-SDS2.5 WITH ------ ----- I ... HDb 10IS-202 ---------------------------, ' ----------- 2x8 JOISTS AT 16"oc I � j" THREADED ROD STEEL BEAM IN FLOOR BELOW HDa ( HDa _77Uj— HDa r, .. POST IN WALL TO ' II 2 6D - -- -__ oz (2)11 "LVL ___ _ _� HDc (4)SIMPSON CSHP18 STRAPS 11IS-202 I -- ',j _ __ __ __ e __ LVL BEAM IN FLOOR BELOW `ti ,� (2)11�x LVL ti - --- -----e--- --- -- --.� ` � - -- --- -- -- - --- - --- i _ old F1 2x10 RAFTERS AT 16"oc col I � I o 6C of I 2x10 2x10 2x10 C14X N �� N yl I _-_____...._.__.__.__ ( REVISION SUBMISSION sC- f N0. DATE REVISION 2X10 a I 2X10 2x10 I I II f __ (�2X8___ can r ! d d Ili c I J 1 I ?�- t 'I Qcj�, _ 1 O N =__ (2)14"LVL C4 C9 x i ( Ni i?� [ 1'4C i �1 > 0 4C I @ 5� o ; ¢ 7d I HDc :o de ; f, ti i;_� f 1Q -�I TFCC?�6, s I PCO�QQ I ti _ 1.....C8x11.5(BENT-fl IUS HANGER,TYP. P 9� 4 - __'`• �� U GE HDa ( I IUS HANGER,TYP.I I I S HAN R,TYP. f 1 6C t. I�im .fi. ��1!44 __ � 1 ;f 2x10 RAFTERS AT 16"oC #i fk li a i s i I! I PLAN NOTES: x_W10x33----- ' i I� I I ,Q`° i ( j i I co I I _ .. j'_ 0� 91S 2021 I i 1. SHEATHING: 21S 202 I�o _.._ �, v i 1 NI _. ' `L i I i ( 1.1. FIRST AND SECOND FLOOR: 1 "APA RATED SEE 1/S-201 _ _ 8 1.2. ATTIC FLOOR: 1.3. RATED,SEE 1/S 201 I a ,w _ 1.3. ROOF: J"APA RATED,SEE 21S-201 I (2)118' LVL 1.4. WALL: SEE WALL SCHEDULE AND 3/S-201 ? II I �`� z ------------------------ -0-§4 _ '4r' I nHH10 HANGER r' i ca .�. _ _..__o I I _._._____ -{ `' 2. O INDICATES NUMBER OF JACK AND KING STUDS. PROVIDE 1 JACK STUD AND 1 KING STUD ( ) ( ) ��F NE�y 2 2x8_ 2 2x8 __! _ C Z _L ___ AT EACH END OF EACH HEADER UNLESS NOTED OTHERWISE. �� --- --- U I I _- _._ ._. _1P ; 01 c" HIP BEAM TO BEAR ON i I- ! { r`. I _ C- ` Ay R 7RFy O �. 6D 6D 6D - ( o �. 3 2x6 POST IN WALL ABOVE I ----- --= ---� --'-L- -r� -- 3. EXTERIOR WALLS TO BE TYPE 6B UNLESS NOTED OTHERWISE. J O DICATESPOST ABOVE. � w HDa L HDa i _.._.- -- -- ---- ------ - - "PAR r Y 'I I .� _. m w z eQ I I - -._._.-.._.....__. 5. BEAMS TO BE FLUSH-FRAMED WITH JOISTS UNLESS NOTED OTHERWISE. I!Ico LSSJ210 HANGER,TYP. ZN 9 os 2023 �C? 10 c° I ` i ; I� 8776 -cel �--=- ----------------- -----------------------f I�- -- --� ------------=�—� - -- --, ��li S-301 N I ` U F Uj QI It i a I n of NYS Education Law for any Article 1 ,Section ess he is actingunderhe �I CONT.(2)11Z'LVL RIM BEAM I g ------ -------- -' -- I= co j i ion of a licensed professional HDa C�j ---_____ ____� Co. i' engineer to alter this item in any way. C� C,W Nod }4 � 6D 6D 6D o =_ �w c� —N ��.� HDa I I rr I > I N 2x10 RAFTERS AT 16"0c I h'' r` , NNj 2 2x10 2 2x10 HUG21m (2)52"LVL,TYP. - �� H NGE CV/ HH4 HEADER Q HANGER,TYP. PROJECT TITLE: 1735 PARK AVE MATTITUCK, NY SHEET TITLE: SECOND FLOOR&LOWER ROOF Im FRAMING PLAN DATE: PAGE: 9.8.2023 SECOND FLOOR & LOWER ROOF FRAMING PLAN 10 1/4"=V-011SCALE: S-102 AS NOTED WALL SCHEDULE SHEATHING SHEATHING FASTENING MARK STUDS PANEL PANEL REMARKS THICKNESS TYPE FASTENER EDGES FIELD 8> A N/A N/A N/A NIA N/A PROVIDE SOLID BLOCKING BETWEEN STUDS AT 48"oc MAX. ZIP SYSTEM ' 4B ¢ 12" R-SHEATHING(R-6) 0.131"�x3�"NAILS 3"oc 6"oc - v 4C 2" STRUCTURAL 1 0.131" x22"NAILS 3"0c 6"oc - POWERS HANCOCK DESIGNPO Box 400 South Jamesport, NY 11940 8> A N/A N/A N/A N/A N/A PROVIDE SOLID BLOCKING BETWEEN STUDS AT 48"oc MAX. 6B 12" ZIP SYSTEM 0,131'Vx3q"NAILS 3"oc 6"oc S E L L E R S T R E Y B A L R-SHEATHING(R-6) 0 20 6C ¢ 2" STRUCTURAL 1 0,131"4)x22"NAILS 3"oc 6"oc „ .. S-302 N ZIP SYSTEM ZIP R-SHEATHING TO BE i 1 R-SHEATHING(R-6) 0.131" x34"NAILS 3"oc 6"oc APPLIED TO EXTERIOR FACE OF WALL 6D . STRUCTURAL 1 SHEATHING TO BE . .__......__._._..___.___. ...-_ __..__.. ._.. .. . ._.______............_.....-.___...__I-__.___.__...-._...__..___._._.,...__...___-. __...____._.. .. ...-. .. 2" STRUCTURAL 1 0.131" x22"NAILS 3"oc 6"oc STRUCTURAL ENGINEERS APPLIED TO INTERIOR FACE OF WALL I 65 Huntington Rd Suite 201 E ' Richmond,VT 05477 1 802.497.1174 www.STS-Engineers.com ISSUE SUBMISSION i II N0. DATE ISSUE � ! Isr : c ; I � - 9.8.2023 ISSUED FOR PERMIT ti� . ._._.. _. _... .-.._..__ ... =1212x8= '�� =�2Z2x8_ f (2)9"LVL OKO -------------------------- PLAN NOTES: 2x10 JOISTS AT 16"oc T�—�I I z f;r�•, ,A I 1. SHEATHING: N I OND FLOOR. 18"APA RATED,SEE 1/S-201 I i i I .. I - ; i I 1.2. ATTIC FLOOR. J"APA RATED,SEE 1/S-201 (I `� 4 ..F 46i± 1.3. ROOF: APA RATED,SEE 2/S-201 1.4. WALL: 3 o REVISION SUBMISSION I SEE WALL SCHEDULE AND IS-2 1 . s 2. INDICATES NUMBER OF JACK AND KING STUDS. PROVIDE(1)JACK STUD AND(1)KING STUD NO. DATE REVISION e , AT EACH END 1 L(2)2x8_:;., 4-=='µ ' �I� �'1. ,�P ' � �I OF EACH HEADER UNLESS NOTED OTHERWISE. 3. EXTERIOR WALLS TO BE TYPE6B UNLESS NOTED OTHERWISE. 1 I416' �� ; 4C ~ O .............__._.. ..... . _...._.___ .. .. _.. . .....__ ._...._ _ ___.._..___.___.._.__._. i 4. PA INDICATES POST ABOVE. � �h I o .I_ ; •'. \,� ,� __, Nvl I ,:�� , L.._. x_4;,4 5. BEAMS TO BE FLUSH-FRAMED WITH JOISTS UNLESS NOTED OTHERWISE. 2x10 JOISTS AT 16"oc y JOIST'S I CANTILEVERED P S. AN w �y0 JJ�i i J� 'f (2)2x8 (2 2x8 i I ( 2 2x10 I { ; N 4A { i i J e` _ Ce Lu, 2x8, (2)2X8I lip I O 2x10 JOISTS AT 96"oc W I `'`, I I \� I N 9�g 2023 =C? 00 1, ool I —J 08776� S-301 � 1 ? Ad" � N It; a I n of NYS Education Law 1 _j i Article 1 ,Section 7209 for any 2X8 2 2X8 2 2X8 I — erson, ess he is acting under the 2 L x8 _(�__— —��— i ion of a licensed professional ------ —M_—_ -- I engineer to alter this item in any way. f 1y PROJECT TITLE: 1735 PARK AVE MATTITUCK, NY SHEET TITLE: ATTIC FLOOR FRAMING PLAN DATE: PAGE: 9.8.2023 ATTIC FLOOR FRAMING PLAN S-103 SCALE: AS NOTED WALL SCHEDULE SHEATHING SHEATHING FASTENING MARK STUDS PANEL PANEL REMARKS THICKNESS TYPE FASTENER EDGES FIELD 8> A N/A NIA N/A NIA N/A PROVIDE SOLID BLOCKING BETWEEN STUDS AT 48"oc MAX. `r ZIP SYSTEM 4B a 12 R-SHEATHING(R-6) 0.131"0x34"NAILS 3"0c 6"oc v X N POWERS HANCOCK DESIGN 4C 2" STRUCTURAL 1 0.131"Ox22"NAILS 3"oc 6"oc - PO Box 400 South Jamesport, NY 11940 6A N/A N/A N/A N/A N/A PROVIDE SOLID BLOCKING BETWEEN STUDS AT 48"oc MAX. ZIP SYSTEM S E L LE R S T R E Y B A L 6B 12" R SHEATHING(R 6) 0.131"0x34"NAILS 3"oc Vim - 0 6C Q 2" STRUCTURAL 1 0.131")x22"NAILS 3"0c 6"oc to , N n ZIP SYSTEM ZIP R-SHEATHING TO BE 12" R-SHEATHING(R-6) 0.131"04'NAILS 3"oc 6"oc APPLIED TO EXTERIOR FACE OF WALL 6D 1" STRUCTURAL 1 0.131" x22"NAILS 3"oc 6"oc STRUCTURAL 1 SHEATHING TO BE STRUCTURAL ENGINEERS 2 APPLIED TO INTERIOR FACE OF WALL 65 Huntington Rd Suite 201 Richmond,VT 05477 802.497.1174 www.STS-Engineers.com 20 ISSUE SUBMISSION S-302 NO. DATE ISSUE 9.8.2023 ISSUED FOR PERMIT � I � �.�✓ (2)92"LVL U C; O I ` U) S ! ! I w f LSSJ240 PLAN NOTES: U_ HANGER,TVP. CL �a II 1. SHEATHING: LU 1.1. FIRST AND SECOND FLOOR: 1g"APA RATED,SEE 1/S-201 --: --- : :: r :. : 1.2. ATTIC FLOOR: 4"APA RATED,SEE 1/S-201 ! 1.3. ROOF: 4"APA RATED,SEE 2/S-201 2x10 RAFTERS AT 16"oc �P�4� 1.4. WALL: SEE WALL SCHEDULE AND 3/S-201 REVISION SUBMISSION a r&CONT. 2. /k- INDICATES NUMBER OF JACK AND KING STUDS. PROVIDE(1)JACK STUD AND(1)KING STUD NO. DATE REVISION AT EACH END OF EACH HEADER UNLESS NOTED OTHERWISE. wlT (2)11j"LVL ryI I 3. EXTERIOR WALLS TO BE TYPE 6B UNLESS NOTED OTHERWISE. I 4ANGER �MSC4HOf it '7 "ji U-1 2x10 RAFTERS AT 16 oc O o; V �._ r_LRU21OZ LRU21OZ f HANGER,TYP. HANGER,TYP. is ANGER,TYP. I i t I { i ,,or NEW Y a TRFy9�.p� CzD n I w LU 2023 S-301 I . I i It is a I n of NYS Education Law Article 1 Section 7209 for any ersan, ess he is acting under the I (2)92"LVL IIi ion of a licensed professional engineer to alter this item in any way. Q�oG 3�+BGG PROJECT TITLE: 1735 PARK AVE MATTITUCK, NY SHEET TITLE: UPPER ROOF FRAMING PLAN DATE: PAGE: 9.8.2023 UPPER ROOF FRAMING PLAN SCALE: S-104 AS NOTED LAP LAP t"V-GROOVE WITH SEALANT EACH FACE n a UJI LU 0 z z --- FOUNDATION WALL �z- a CONTROL JOINT NOTES: 0 LU o W 1. JOINT TO BE LOCATED WITHIN 10'-0"OF CORNERS. STANDARD HOOK,TYP. g 2. JOINTS TO BE SPACED 20'-0"MAXIMUM. DOWELS TO MATCH SIZE AND DOWELS TO MATCH SIZE AND SPACING OF THE WALL WITH SPACING OF THE WA THE HEAVIEST HORIZ.REINF. THE HEAVIEST HORIZ.REINF, LL WITH HORIZONTAL WALL LAP SPLICE REINFORCING TYP. STANDARD HOOK,TYP. CONTROL JOINT 1'-6" STANDARD HOOK,TYP. DOWELS TO MATCH SIZE AND POWERS HANCOCK DESIGN 4"DIA,PERFORATED PVC FOUNDATION DRAIN ———————--— —————— BOTTOM REINFORCING BARS DOWELS TO MATCH SIZE AND SPACING OF THE HORIZ.REINF. (PERFORATIONS PLACED DOWN)IN CRUSHED IN FOUNDATION WALL SPACING OF THE HORIZ.REINF. IN THE INTERSECTING WALL PO Box 400 IN THE INTERSECTING WALL South Jamesport, NY 11940 STONE WRAPPED WITH NON-WOVEN FILTER z 11'7 FABRIC(MIRAFI 140N OR EQUIVALENT)WITH o 12"MINIMUM OVERLAP. PROVIDE CLEANOUTS z AT CORNERS AND EVERY 50'MAX. COORDINATE WITH SITE DRAWINGS. THIS SIDE � THIS SIDE SELLERS TR EYBAL. s MAINTAIN INVERT BELOW z LAP POURED z I POURED BASEMENT SLAB ELEV. X' a LAP FIRST O SECOND U U) o O N z � LAP NZNAJ - -—--— � BENTONITE WATER STOP LAP QIII 1'-0" 2'-0.. 1 .... MINIMUM 1 cn DOWELS WITH STD.HOOK, STRUCTURAL ENGINEERS cn #4 U-BARS TO MATCH o LU � a MATCH SIZE AND SPACING REINF.TO MATCH LONGITUDINAL 7P FOOTING REINFORCING Z Z �¢ SPACING OF HORIZ.REINF, a 65 Huntington Rd Suite 201 o OF HORIZ.REINF. Richmond,VT 05477 FOOTING REINFORCING " = i= 1-0 w ADD(2)VERTICAL BARS, ADD(2)VERTICAL BARS, 802.497.1174 www.STS-Engineers.com z w SAME SIZE AS TYP.VERT.REINF. SAME SIZE AS TYP.VERT.RUJI EINF. 0 U) AT WALL ENDS,DOOR JAMBS, AT WALL ENDS,DOOR JAMBS, CONSTRUCTION JOINT 0 Ll 1 .0rAND OPENINGS,U.N.O. AND OPENINGS,U.N.O. ISSUE SUBMISSION TYPICAL FOOTING DRAIN TYPICAL FOOTING STEP TYPICAL WALL CORNER, INTERSECTION AND END DETAILS TYPIFA�LCO�NC�RET�EW�ALL JOINTS NO. DATE ISSUE 2 NO SCALE 3NO SCALE 4 NO SCAL - 9.8.2023 ISSUED FOR PERMIT 1 I 1 I j I 1 I I I I I I I I I I i I I I I #4 AT 12"oc EACH WAY I I I I 6x6-W2.9xW2.9 WELDED WIRE FABRICN ''N iQ 1 1 ° ° 1 !4 L) WALL SHEATHING cgi) •`104 u�i 10 MIL.POLY VAPOR RETARDERM1 i ° ° 1 Z S POST,SEE SCHEDULE I I ° ° ; REVISION SUBMISSION 1 ° ° 1 x x x--x x x x x x - 3116"WIDE SAW CUT WITHIN 12 HOURS OF PLACING CONCRETE i 1 ° 1 N0. DATE REVISION J o SIMPSON STHD14RJ HOLD DOWN I 1 1 f Z AND NO MORE THAN FOUR HOURS AFTER FINAL TROWEL. CAST INTO TOP OF WALL 1 °, ° RIGID INSULATION,SEE ARCH., z S USE EARLY ENTRY SAW AT SLABS ON GRADE AND TOOL ,� 1 ° ° z � 25 PSI MIN.COMP.STRENGTH � �- ` � � ��- - ` •-- CRUSHED STONE CRUSHED STONE o a JOINTS AT TOPPINGS. FILL WITH APPROVED ELASTOMERIC 1 1 ° ° 1 0O DRAINAGE LAYER Z �; Uj JOINT SEALANT COMPATIBLE WITH THE FLOORING. I ° ° >- N �s. -_ s i DRAINAGE LAYER ? _ I LI�I.I L, -I I I I II I ____ -4 UNDISTURBED EXISTING N - I SUBGRADE r .- x x x x x x x x BLOCKING,MATCH POST ABOVE 1 RIM JOIST I I ^ .l ' - 11--- ii, _ _ _- - PT 2x SILL PLATE _ _ CUT ALTERNATE WIRES OR NOTES: III-III—III-I I (— I I-III—III— UNDISTURBED EXISTING REINFORCING BARS AT CONTROL JOINT ' 1. MESH LAPS MUST BE TIED SECURELY. LAP AT LEAST(2)MESH PANELS(1'-0"MIN). �I I I�I I I�I I I�I I I—I I I�I I I�I I I SUBGRADE FOUNDATION STEM WALL _---'� 2. WHERE REQUIRED,LOCATE UNDERSLAB DRAINAGE IN COMPACTED CRUSHED STONE DRAINAGE LAYER. pF NEW Y 5 TYPICAL BASEMENT SLAB-ON-GRADE SECTION s TYPICAL EXTERIOR SLAB-ON-GRADE SECTION 07 -TYPICAL SLAB ON GRADE CONTROL JOINTS 8 HOLD DOWN CAST INTO FOUNDATION WALL W r NO SCALE NO SCALE NO SCALE NO SCALE m W 2N y/8 2023 08776'\ R A It is a I n of NYS Education Law Article 1 ,Section 7209 for any erson, ess he is acting under the I ion of a licensed professional engineer to alter this item in any way. PROJECT TITLE: 1735 PARK AVE MATTITUCK, NY SHEET TITLE: TYPICAL FOUNDATION DETAILS DATE: PAGE: 9.8.2023 SCALE: S-200 AS NOTED PANEL EDGE FASTENING, 0.131"(P)Qj"ROOF SHEATHING RING SHANK NAILS AT 4"oc PANEL INTERMEDIATE FASTENING, PANEL EDGE FASTENING, 0.131'(W2l"ROOF SHEATHING 0.131"(Px22"NAILS AT6"o PANEL INTERMEDIATE FASTENINGc RING SHANK NAILS AT 6"oc,EXCEPT , 4"oc WITHIN 4'-0"OF ROOF EDGE, WALL STUD 0,131"�x2j"NAILS AT 6"oc RIDGE,HIP OR VALLEY SHEATHING CLIPS TYPICAL 8"GAP AT SHEATHING JOINTS e"GAP AT SHEATHING JOINTS EXCEPT AS INDICATED THIS DETAIL APPLIES SIMILARLY AT POSTS SUPPORTING ROOF LOADS: OTHERWISE BY MANUFACTURER EXCEPT AS INDICATED BUILT-UP 2x POSTS-(1)CSHP18 PER PLY OTHERWISE BY MANUFACTURER 2x4 BLOCKING AT PANEL EDGES • 32"WIDE SOLID POSTS-(2)CSHP18 SHEATHING,SEE PLAN,LONG SHEATHING,SEE PLAN,LONG 5q"WIDE SOLID POSTS-(2)CSHP18 DIRECTION PERPENDICULAR TO DIRECTION PERPENDICULAR TO 7"WIDE SOLID POSTS-(3)CSHP18 POWERS HANCOCK DESIGN FRAMING,ENDS STAGGERED FRAMING,ENDS STAGGERED WALL STUDS, FRAMING,SEE PLAN FRAMING,SEE PLAN SEE WALL SCHEDULE PO Box 400 RIM JOIST South James ort, NY 11940 • SUBFLOOR ADHESIVE p SIMPSON CSHP18 AT 32"oc MAX AND AT EACH WALL CORNER,LAP MIN. 10"ONTO UPPER AND PANEL EDGE FASTENING, CSHP STRAPS MAY BE PLACED LOWER STUDS,FILL ALL HOLES AT STUDS AND SEE WALL SCHEDULE S E L L E R S T R E Y B A L • DIRECTLY ON FRAMING OR ON TOP EVERY OTHER HOLE AT RIM JOIST WITH 0.131'x2? • OF WALL SHEATHING NAILS PANEL INTERMEDIATE FASTENING, NON INSULATED SHEATHING ONLY • SEE WALL SCHEDULE WALL STUD WALL SHEATHING,SEE WALL SIMPSON CSHP18 AT EACH STUD, SCHEDULE,LONG DIRECTION PERPENDICULAR TO FRAMING, WITH 0.131"x "NAILS,LAP MIN.10" ENDS STAGGERED I ONTO STUD AND RIM JOIST I g"GAP AT SHEATHING JOINTS ' EXCEPT AS INDICATED ��'�`� STRUCTURAL ENGINEERS OTHERWISE BY MANUFACTURER 3"x3"0.229"PLATE WASHERS :• 65 Huntington Rd Suite 201 AT SILL ANCHOR BOLTSRichmond,VT 05477 /�� • •. RIM JOIST 802.497.1174 www.STS-Engineers.com SILL PLATE SIMPSON DSP AT 32"oc ISSUE SUBMISSION TYPICAL FLOOR SHEATHING LAYOUT AND FASTENING TYPICAL ROOF SHEATHING LAYOUT AND FASTENING TYPICAL WALL SHEATHING LAYOUT AND FASTENING TQ�IFALFLOOR TIE DETAIL N0. DATE ISSUE NO SCALE 2 NO SCALE 3 NO SCALE 4 NO - 9.8.2023 ISSUED FOR PERMIT SOLID SHIM EACH SIDE OF BEAM NOTE: WHERE RAFTERS DO NOT ALIGN ON BOTH SIDES OF RIDGE, NOTE: WHERE RAFTERS/TRUSSES DO NOT ALIGN WITH STUDS, KING STUD(S),SEE PLAN WALL TOP PLATES BEAM, SEE PLAN WRAP STRAP FROM RAFTER OVER-OP OF RIDGE AND DOWN TIE RAFTERSITRUSSES TO TOP PLATES WITH SIMPSON H2.5A AND TIE WALL TOP PLATES OPPOSITE FACE OF RIDGE. TOP PLATES TO STUDS WITH H2.5A PLACED ON SAME SIDE OF WALL. o ' SIMPSON CSHP18 STRAP-TIE SIMPSON CSHP18 STRAP-TIE WITH AT EXTERIOR WALLS AND REVISION SUBMISSION (8)0.131"cpx22"NAILS PER RAFTER RAFTER OR TRUSS : '• • EAR WALLS,ON TOP OR 0 o EDGE OF WALL PLATES N0. DATE REVISION WALL TOP PLATES ON° s FOR HEADERS SUPPORTING ROOF LOADS: (1)CSHP18 STRAP-TIE PER JACK STUD, WITH(8)0.148"x 2j"NAILS PER END o ° AND 10"END LENGTH BEAM,SEE PLAN BUILT-UP 2x POST BENEATH (4)kx42"SIMPSON SDS SCREWS FULL WIDTH OF BEAM, EACH SIDE U.N.O.ON PLAN HEADER,SEE PLAN,INSULATE KING RAFTER,TYP. BETWEEN PLIES OF BEAM D EACH SIDE ° RIDGE BEAM OR NAILER 2x CONTINUOUS PLATE TOP AND JACK STUDS BENEATH SIMPSON H2A HURRICANE TIE, BOTTOM OF HEADER FULL WIDTH OF BEAM,PLACED ON EITHER SIDE OF WALL, JACK STUD(S),SEE PLAN U.N.O.ON PLAN NAILED TO EACH RAFTER/TRUSS AND WALL STUD of- NIF Y �P R TREY TYPIC04-0-S-CALEAL RAFTER STRAPS TYPICAL HURRICANE TIES TYPICAL WOOD HEADER IN WALL TYPICAL BEAM BEARING IN WALLcr 5 NO SCALE NO SCALE 9 NO SCALE mZ I 2 2023 C� 087761 F P It i a I n of NYS Education Law Article 1 ,Section 7209 for any erson, ess he is acting under the ion of a licensed professional engineer to alter this item in any way. �O+ UPPER WALL STUDS POST ABOVE -� X9,0 UPPER WALL PLATE UPPER WALL STUDS FLOOR SHEATHING UPPER WALL PLATE FLOOR SHEATHING 1a"LSL BLOCKING BETWEEN JOISTS 0.162"04 NAILS AT 170c, (2x BLOCKING AT 2x JOISTS) STAGGERED,TYP. FLOOR JOISTS • (6)0.162"q)x32"NAILS EACH SIDE OF TOP AND BOTTOM SPLICE,TYP. WALL PLATES PROJECT TITLE: WALL STUD,TYP. 0.162" x32"NAILS CENTER TOP AND BOTTOM EACH SIDE AT CORNERS, 1735 PARK AVE I � LOWER WALL PLATES PLATE SPLICES OVER STUDS,TYP. TYP MATTITUCK, NY LOWER WALL STUDS SOLID BLOCKING IN FLOOR JOISTS FLOOR SPACE, MATCH POST ABOVE LOWER WALL PLATES SHEET TITLE: LOWER WALL STUDS i TYPICAL FRAMING DETAILS POST BELOW,SEE PLAN,MATCH POST ABOVE UNLESS NOTED OTHERWISE DATE: PAGE: 9.8.2023 TYPICAL FLOOR SPACE BLOCKING AT POSTS TYPICAL BLOCKING AT BEARING WALLS TYPICAL TOP PLATE LAP SPLICE SCALE: S-201 9 NO SCALE l NO SCALE NO SCALE AS NOTED N I MEMBERS UP TO 14"DEEP: (2)38"LONG SIMPSON SDW EWP-PLY SCREWS AT 16"oc ADDED SCREWSAT DEEP MEMBERS MEMBERS MORE THAN 14"DEEP: 4TOP OF PLATE CAP PLATE WITH SEAL WELD (3)38"LONG SIMPSON SDW 12TOP OF BEAMSTO ALIGN WITH EWP PLY SCREWS AT 16"oc LL4x3x16,TYP. (2)1j"MEMBERS TYP' " " ` W-BEAM,SEE PLAN 2 TYP BOTH �-�' 1,77777=777 1'-0"MAX. 1'-0"MAX. �ANGLES BEAM CONNECTION SCHEDULE MEMBERS UP T014"DEEP: BEAM SIZE MIN,#OF 2V A325N -!104 BEAM CONNECTION SCHEDULE POWERS HANCOCK DESIGN MIN.#OF 4(P A325N BOLTS PER CONN. I BEAM SIZE PO Box 400 i i I (2)5 LONG SIMPSON SDW EWP-PLY I I I O BOLTS PER ANGLE ws,w10 2 I I I W8,W10 2 South Jamesport, NY 11940 {{ I SCREWS AT 16"oc ih ;I -=1N W12,W14 3 ADDEDSCREWI MEMBERS MORE THAN 14"DEEP: ® i ® I I I W12,W14 3 „ AT DEEP MEMBERS (3)5"LONG SIMPSON SDW EWP-PLY • M I I I W16 4 ® i � I; ® II I SCREWS AT 16"oc I I I Oco II SELLERS T R E Y B A L —;104 (3)1e"MEMBERS ® ' ® TYP. I I BOTTOM FLANGE COPED 114 —11104 I I IF NEEDED FOR ERECTION � = I I I, MEMBERS UP TO 14"DEEP: i I (2)L4x32"16 MIN. W-BEAM,SEE PLAN (2)64"LONG SIMPSON SDW HSS COLUMN,SEE PLAN I I EWP-PLY SCREWS AT 16"oc SUPPORTING BEAM,SEE PLAN 12 12 ADDED SCREWS ' I I AT DEEP MEMBERS ! ' MEMBERS MORE THAN 14"DEEP: HANGER,SEE PLAN/SCHEDULE STRUCTURAL ENGINEER S (3)64"LONG SIMPSON SDW INTERSECTING BEAM,SEE PLAN I 65 Huntington Rd Suite 201 1 !! � EWP-PLY SCREWS AT 16"oc 9 (6)SIMPSON SDW EWP-PLY SCREW Richmond,VT 05477 EACH SIDE OF INTERSECTING BEAM 802.497.1174 www.STS-Engineers.com (4)1 "MEMBERS U.N.O.,SEE TYP.MULTI-MEMBER LVL g CONNECTION DETAIL FOR LENGTH ISSUE SUBMISSION TYPICAL MULTI-MEMBER LVL CONNECTION TYPICAL ADDITIONAL FASTENERS AT INTERSECTING BEAMS TYICAL STEEL BEAM TO STEEL COLUMN CONNECTION TYPICAL STEEL BEAM TO STEEL BEAM CONNECTION NO. DATE ISSUE NO SCALE 2 NO SCALE 0—NO—SC51-11i 4 NO SCALE - 9.8.2023 ISSUED FOR PERMIT 12" 12" • • • ��N �N 6" 6" CLEAR DIST.= 1 BEAM WIDTH+ 2 3" 8" " 6" 6" (8)q"(Px22"SIMPSON SDS 1„ 1„ SCREWS EACH SIDE PLAN VIEW 12 12 2"WEB STIFFENER EACH SIDEW-BEAM,SEE PLAN W-BEAM,SEE PLAN"END PLATE 1 1 8"WEB STIFFENER EACH SIDE 1" 1 8"END PLATE 2"L,2" 2" 2" 2" 2 W-BEAM,SEE PLAN 2 W-BEAM,SEE PLAN REVISION SUBMISSION . 2" t e=�N ! � i!: ilii N0, DATE REVISION 1 �! jlll n I I I I I I I I I I I I I I I DROPPED WOOD BEAM, i i i i FLUSH LVL BEAM, SEE PLAN I I I 114 I I I SEE PLAN I I I 1 1 1 1 I I 1 I I I I I I I I I ii I I I I I I I I I I I t"BEARING PLATE EXTEND 3" I 8"BEARING PLATE EXTEND 1" I I "BEARING PLATE,EXTEND 3" I " I �'PLATE EACH SIDE I I I I I I I I I I ' BEARING PLATE,EXTEND 1 I I q"THICK BEARING PLATE i I I i BEYOND BOTH EDGES OF FLANGE I I BEYOND BOTH EDGES OF FLANGE I I BEYOND BOTH EDGES OF FLANGE BEYOND BOTH EDGES OF FLANGE 'TH)CK BEARING PLATEI iI iI i i NON-SHRINK GROUT NON-SHRINK GROUT NON-SHRINK GROUT NON-SHRINK GROUT3 I "SIMPSON SDS SCREWS WITH 9132"� i I (2)4"�ANCHOR RODS,7"EMBED., (2)j"(P ANCHOR RODS,7"EMBED., 2 STEEL COLUMN,SEE PLAN ( )a"V ANCHOR RODS,7"EMBED., (2)8"�ANCHOR RODS,7'EMBED., I I I I I HOLES THROUGH STEEL I I IN CENTER OF SLOTTED HOLES 5"GAGE,IN CENTER OF SLOTTED IN CENTER OF SLOTTED HOLES 5"GAGE,IN CENTER OF SLOTTED IN BEARING PLATE ORIENTED HOLES IN BEARING PLATE IN BEARING PLATE ORIENTED HOLES IN BEARING PLATE I I I I I HSS COLUMN,SEE PLAN I I PARALLEL WITH BEAM ORIENTED PARALLEL WITH BEAM PARALLEL WITH BEAM ORIENTED PARALLEL WITH BEAM I I I I I I I ILAF-1- SIDE VIEW SECTION VIEW SIDE VIEW SECTION VIEW AT BEAMS<8"WIDE AT BEAMS z 8"WIDE AT BEAMS<8"WIDE AT BEAMS z 8"WIDE �P•<<G�0 NEEF RF YO'4 TYPICAL DROPPED IV00D BEAM TO STEEL COLUMN CONNECTION TYPICAL FLUSH WOOD BEAM TO STEEL COLUMN CONNECTION TYPICAL STEEL BEAM TO TOP OF FOUNDATION WALL TYPICAL STEEL BEAM TO FOUNDATION BEAM POCKET 5 NO SCALE 6 NO SCALE 7 NO SCALE 8 NO SCALE 0 'i W 2 2N 91e 23 08776 F P It is a I n of NYS Education Law Article 1 ,Section 7209 for any erson, ess he is acting under the 1 ion of a licensed professional 114 engineer to alter this item in any way. LVL BEAM,SEE PLAN 8"PLATE STEEL BEAM HELD 11"BACK FROM EXTERIOR FACE • • • • POST,SEE PLAN OF WALL FOR RIM JOIST • r; r 2"WEB STIFFENER EACH SIDE ?' HOLD DOWN,SEE SCHEDULE POST,SEE PLAN e (2)J"O SIMPSON SDS SCREWS 0 , FLOOR SHEATHING,SEE PLAN EACH SIDE,WITH FULL �� •, o STRAP(S),SEE HOLD DOWN SCHEDULE t ; PENETRATION INTO WALL PLATES BOTTOM OF PLATE TYP. i! FLUSH WITH BOTTOM I 114 ii NAILER(WHERE APPLICABLE) OF LVL BEAM "' °o • ,, W-BEAM,SEE PLAN PROJECT TITLE: W-BEAM,SEE PLAN •/� • . SOLID BLOCKING,MATCH SIZE OF POST ABOVE a! 6 1735 PARK AVE • • • ANCHOR ROD,SEE HOLD DOWN SCHEDULE MATTITUCK, NY �� • • .I FOR DIAMETER I: r j SIMPSON CNW COUPLER NUT l II. LVL BEAM IN FLOOR FRAMING,SEE PLAN THREADED ROD,4"LONG,SEE HOLD DOWN =Iii STEEL SHIM,THICKNESS II SCHEDULE FOR DIAMETER,WELD TO TOP li:! ' AS REQUIRED,1"WIDER SHEET TITLE: THAN BEAM ON BOTH SIDES (20)9/32'q)HOLES FOR OF W-BEAM WITH 4 FILLET WELD ALL AROUND TYPICAL FRAMING DETAILS X5"SIMPSON SDS W-BEAM,SEE PLAN SCREWS WOOD POST,SEE PLAN DATE: PAGE: 9.8.2023 STEEL BEAM CONNECTION TO WOOD BEAM TYPICAL HOLD DOWN DETAIL TYPICAL HOLD DOWN DETAIL TYPICAL STEEL BEAM BEARING ON WOOD POST SCALE: S'202 9 NO SCALE I U NO SCALE NO SCALE 2 AS NOTED NO SCALE STRUCTURAL WALL WITH SHEATHING, STRUCTURAL WALL WITH SHEATHING, I STRUCTURAL WALL WITH SHEATHING, SEE SCHEDULE t SEE SCHEDULE FLOOR SHEATHING, SEE SCHEDULE FLOOR SHEATHING, . FLOOR SHEATHING,SEE PLAN SEE PLAN SEE PLAN TJI JOIST,SEE PLAN TJI JOIST,SEE PLAN TJI JOIST,SEE PLAN 1 LSL RIM JOIST { 1a'LSL RIM JOIST ! _ _-_- -__.._.._ .__._..____-_.._._.._—_____. a ______._._.._ ___._, .�_________ 1k LSL RIM JOIST . PT(2)2x6 SILL PLATES WITH "(P PT(2)2x6 SILL PLATES WITH PT(2)2x6 SILL PLATES WITH g"q) ANCHOR BOLTS AT 32"oc,7"MIN. +; ANCHOR BOLTS AT 32"oc,7"MIN, i ANCHOR BOLTS AT 32"oc,7"MIN. POWERS HANCOCK DESIGN EMBED.,WITH SIMPSON BP5/8-3 EMBED.,WITH SIMPSON BP5/8-3 i EMBED.,WITH SIMPSON BP5/8-3 q"CHAMFER,TYP. BEARING PLATES 1 TOW 4"CHAMFER,TYP. BEARING PLATES South Ja 0 Box 400 BEARING PLATES IL TOW e port, Y 11940 L TOW •I I i SEE PLAN • ; SEE PLAN SEE PLAN ii TOW �° ii f (2)#5,TOP AND BOTTOM, TOW --------------------------- �� 2 #5 TOP AND BOTTOM I� SEE PLAN • N z 1l� i EXTEND T-0"MIN.BEYOND SEE PLAN • N z I� EXTEND 3'-0"MIN.BEYOND (2)#5,TOP /� SIDES OF R.O. / SIDES OF R.O. SELLERS T R E Y B A L i #3 STIRRUPS AT 6"oc 1 • ! — ! TOP OF R.O. • . #3 STIRRUPS AT 6 oc TOP OF R.O. • 2 #5,TOP • I =,Y.; I SEE ARCH. • O (2)#5,TOP I I SEE ARCH. r Ifir I i I' s I I I Ib¢j I I I III' I I I • I • I;wl I � I I STRUCTURAL ENGINEERS Igi I 65 Huntington Rd Suite 201 I i 12" I;'I I 1I„ I i Richmond,VT 05477 CLEARI r I CLEAR i i 802.497.1174 www.STS-Engineers.com I; I • • I:?.f 1 • I I 14” #5 AT 18"ocVERTICAL i. l i #5 AT 18"ocVERTICAL i i ISSUE SUBMISSION CLEAR " i��;` i (2)#5,EXTEND T-0"MIN. #5 AT 18 oc HORIZONTAL #5 AT 18"oc HORIZONTAL I • I I #5 AT 18"oc VERTICAL BEYOND SIDES OF R.O. NO. DATE ISSUE I #5 AT 18"oc HORIZONTAL 9.8.2023 ISSUED FOR PERMIT I :} OIL SEE OF R.O. I I I •~ ,.r SEE ARCH. CRUSHED 35"35" STONE FILL � t i 6 10" ! ' #5 DOWELS AT 18"oc _ I I VI • • 5 • SEE 1/S-300 • I I (2)#5,EXTEND S-0"MIN. 35" f f i i BEYOND SIDES OF R.O. BENTONITE WATERSTOP € BASEMENT SLAB,SEE 5/S-200 #5 DOWELS AT 18'1 BASEMENT SLAB,SEE 5/S-200 i BASEMENT SLAB,SEE 5/S-200 101, 4 _ EXTERIOR SLAB, SEE 6/S-200 TOS s i I� := TOS I TOS OIL x x x x x SEE PLAN �� .�L x x x x SEE PLAN TOS l ' TOF ' �. ' TOF �► • _ x x x x SEE PLAN ' SEE PLAN SEE PLAN SEE PLAN REVISION SUBMISSION F NO. DATE REVISION -� #5 DOWELS AT 18"oc 10" (2)#5 (2)#5 • _ • SEE 1/S-300 FOOTING DRAIN,SEE 1/S-200 FOOTING DRAIN, 7" 10" 7" SEE 1/S-200 6" 8" 6" OL TOF SEE PLAN e �- 2'-0" 1'-8" o • j • SECTION SECTION 2 3/4"=1'-0" (2)#5 FOOTING DRAIN, SEE 1/S-200 PT BEAM,SEE PLAN 8" 8" 8" I SIMPSON LPC6Z EACH STRUCTURAL WALL WITH SIDE OF BEAM �— SHEATHING BEYOND, —14"LVL RIM JOIST AT DECKS, i i SEE SCHEDULE PT POST,SEE PLAN _. �____ 14"LSL RIM JOIST OTHERWISE SECTION i I i 1a'LSL BLOCKING AT 32"0° SIMPSON ABU POST BASE 3F NE I PT 2x LEDGER FASTENED TO LVL RIM JOIST WITH 0.2I I 314"=1'0" O W I t _------;-----� � ?� 76�x6 " "SIMPSON SDWN SCREWS AT 6"oc I ;I ;�., II FLOOR SHEATHING,SEE PLAN ...__ ......... ; � TJI JOIST,SEE PLAN,TYP. � B DECKING,SEEARCH. STAGGERED TOP AND BOTTOM,MAINTAIN 1 "FROM i ( \/f\//\/f\//, j/\//\/ /K T'OP AND BOTTOM OF RIM JOIST AND LEDGER E PT 2x JOIST,Sk PLAN = JOIST HANGER,SEE PLAN I ' ` n I W I ii �8 2023 .I .-.. 1'-0"0 8776 3i PIER o It i s I n of NYS Education Law ' Article 1 ,Section 7209 for any <-_...> ___— >:_... SEE SCHEDULE FOR REINFORCING erson, ess he is acting under the .._.____ .,_.__._...__._. i ion of a licensed professional p. E TOW 01 • i i SEE PLAN I I engineer to alter this item in any way. I I I i. I I I I // / • _ SEE SCHEDULE JOIST HANGER,SEE PLAN SEW-0'! ON I I I I PT 2x BEAM,SEE PLAN 5 314"= II I STEEL COLUMN,SEE PLAN I ? J"x10"x10"BASE PLATE i i SLAB ISOLATION MATERIAL . ; ON 1"NON-SHRINK GROUT i i AROUND COLUMN 11., 11., I I BASEMENT SLAB ON GRADE, 2 2 (4)JV ANCHOR BOLTS, I • " PT POST,SEE PLAN SEE 5/S-200 I EMBEDMENT E 9r E SIMPSON ABU POST BASE ' ' PROJECT TITLE: � ;° . •°• • PT BEAM,SEE PLAN ° Uj HANGER,SEE PLAN TOS I i s SEE PLAN x x x x x— I i x x x x x cii 1735 PARK AVE TOFOxI • ;; SEE 1/S-300 SEE PLAN ��" MATTITUCK, NY u II C7 [] II I1 li w �j PIER BASE PLATE DETAIL SHEET TITLE: TOS SECTIONS&DETAILS SEE PLAN V xx x x x r' "' _j TOF • SEE SCHEDULE FOR REINFORCING U SEE PLAN �s 4 -p EQUAL EQUAL DATE: PAGE: p .. SEE FOOTING SCHEDULE 9,8.2023 SECTION SEE SCHEDULE SCALE: S-300 SECTION SECTION AS NOTED 3/4"=1'-0" 7 314"=1'0" I RAFTER STRAPS,SEE 5/S-201 '} POWERS HANCOCK DESIGN LVL BEAM,SEE PLAN STRUCTURAL WALL WITH I SHEATHING,SEE SCHEDULE PO Box 400 �� ! ! I f ` . RAFTER HANGER,SEE PLAN,TYP. South JamespoCt, NY 11940 FLOOR SHEATHING,SEE PLAN IE I TJI JOIST,SEE PLAN,TYP. } "FLOOR SHEATHING j I' AT BALCONY S E L L E R S T R E Y B A L 2x FLOOR JOISTS, I' SEE PLAN ' 2x RIM JOIST ' LVL BEAM,SEE PLAN HEADER,SEE PLAN ti. STRUCTURAL ENGINEERS r'' 2x LEDGER FASTENED TO BEAM WITH 0.22"(W"SIMPSON SDWS i -' I 65 Huntington Rd Suite 201 SCREWS AT 8"oc,STAGGERED I I Richmond,VT 05477 I� I ' JOIST HANGER,SEE PLAN i 4g ' i' 802.497.1174 www.STS-Engineers.com !.✓ "` -ti ROOF SHEATHING,SEE PLAN,TYP. ,f� I 2x RAFTER,SEE PLAN,TYP. I I I ISSUE SUBMISSION ' r NO. DATE I ISSUE 9.8.2023 ISSUED FOR PERMIT SECTION 3l4" HURRICANE TIES,SEE 6/S-201,TYP. 2x BLOCKING BETWEEN RAFTERS,TYP. FLOOR SHEATHING,SEE PLAN r'r n 1 r 2x JOIST,SEE PLAN,TYP. REVISION SUBMISSION r 111 p ,i ! _ _____�..__.,-_._._.. .._ _ __._.__.___.__ ____________.______._. __._._ . �I" 5 N0, DATE REVISION C � f- 7 7 ,____.. 2x RIM JOIST,TYP. r, } +` HEADER,SEE PLAN,TYP. 2x BLOCKING AT 32"oc,TYP. j I ii QF NEF TRp �O CE w 2N 2023 C? I ROOF SHEATHING,SEE PLAN 08776 2x RAFTER,SEE PLAN,TYP. F t LVL BEAM,SEE PLAN It i a Ia n of NYS Education Law Article 1 ,Section 7209 for any 1 RAFTER HANGER SEE PLAN � g erson, ess he is actin under the i ion of a licensed professional engineer to alter this item in any way. (i STRUCTURAL WALL WITH SHEATHING, r� SEE SCHEDULE,TYP. ROOF SHEATHING,SEE PLAN,TYP. 2x RAFTER,SEE PLAN L LVL BEAM,SEE PLAN i' FLOOR SHEATHING! ,SEE PLAN I TJ JOISTS,SEE PLAN JOIST HANGER,SEE PLAN t to ._.. ._..._.-, __ . _ ____.. _I.-._._...... .... . ... ... -_.. _ .............._..__....-__-.-. ---. ._... -__-- _....._._._ _ - -_ ..______. �. ��.._ _ . ..__. - __.. __.__.- -_ __-- _.._-...__ _ ...__._.,___.-....__.____._..__..__._.__.__..________._.____.._.__._______._._ __.__, �^� - ~`'�..� HURRICANE TIES,SEE 6/S-201,TYP. 1 'LSL RIM JOIST —\ � � ,'�:�._::.�.:�._� �_�,_.:�.:.-�-.:::.: _.::__..._�--��_.�_��..,_ ... _----:::-;. �____;:.-,_-.-M:-�-�.�-�-._-�.-_-�.�_--._�_ �:_��-_- - . _--... ____.._._.._ 2x BLOCKING BETWEEN RAFTERS,TYP. vll 1 PROJECT TITLE: HEADER,SEE PLAN 1735 PARK AVE MATTITUCK, NY STRUCTURAL WALL WITH SHEATHING, SHEET TITLE: SEE SCHEDULE,TYP. SECTIONS&DETAILS i { DATE: PAGE: I 51 I vi ii j; �i i �I ! 9.8.2023 SEC V SCALE: S-301 TION 1'-0" AS NOTED RAFTER STRAPS,SEE 51S-201 LVL BEAM,SEE PLAN ' RAFTER HANGER,SEE PLAN,TYP. %i 2x BLOCKING AT 32"oc ROOF SHEATHING,SEE PLAN POWERS HANCOCK DESIGN 2x6 AT 16"oc LADDER FRAME 2x RAFTER,SEE PLAN,TYP. PO Box 400 South Jamesport, NY 11940 ROOF SHEATHING,SEE PLAN,TYP. 2x RAFTER,SEE PLAN,TYP. S E L L E R S T R E Y B A L STRUCTURAL WALL WITH SHEATHING,SEE SCHEDULE j t A '``•.� '` STRUCTUR L ENGINEERS 65 Huntington Rd Suite 201 Richmond,VT 05477 V 802.497.1174 www.STS-Engineers.com it y HEADER,SEE PLAN ,.� ISSUE SUBMISSION NO. DATE ISSUE 9.8.2023 ISSUED FOR PERMIT I Iii I 1 i41f ISI 2x BLOCKING BETWEEN RAFTERS,TYP. E I HURRICANE TIES, SEE 61S-201,TYP, I i STRUCTURAL WALL WITH SHEATHING ON BOTH SIDES,SEE SCHEDULE,TYP. ,, I HEADER,SEE PLAN,TYP. � I r I Is I j i 2x RIM JOIST FLOOR SHEATHING,SEE PLAN I ' � I._._•__._._.___�.____.._....___..__..__._.___.� _.__.___._.__--._____--___.________..___ � 'I Igg 1 ' I I' I ! 1 4 j 2x JOIST,SEE PLAN ` � I I ; I �� 1 J REVISION SUBMISSION I l ! 'I cl I N0. JDATE REVISION I I SECTION 21 "_ ,_ 3/4 -1 0 9I a 1! 2x NAILER RIPPED TO WIDTH OF BEAM, I , Is i FASTENED TO BEAM FLANGE WITH (2)4"O)x2"SIMPSON SDS SCREWS AT 16"oc STRUCTURAL WALL WITH SHEATHING,SEE PLAN FLOOR SHEATHING,SEE PLAN FLOOR SHEATHING,SEE PLAN 14 ! TJI JOISTS,SEE PLAN,TYP. TJI JOISTS,SEE PLAN,TYP. QF NE1,�Y R TR F I ; ii T n I �'I W . .. 1 E i ► 2N 9/8 2023 STRUCTURAL WALL WITH f.. z ( u 087761 SHEATHING,SEE SCHEDULE 2x10 LEDGER FASTENED TO EACH 1 t"LSL BLOCKING BETWEEN JOISTS !t IArticlel 1 nSecof Nion 7Education 209 for any Law WALL STUD WITH(3)0.22"�x6" I JOIST HANGER,SEE PLAN,TYP. a STEEL BEAM SEE PLAN 2x8 NAILER FASTENED TO BEAM FLANGE erson, ess he is acting under the SIMPSON SDWS SCREWS i i ion of a licensed professional RAFTER HANGER,SEE PLAN,TYP. € WITH(2)J"(Px2"SIMPSON SDS SCREWS engineer to alter this item in any way. AT 16"oc inlao STEEL BEAM,SEE PLAN N SECTIONSECTION ROOF SHEATHING,SEE PLAN,TYP. �IN -.y.:`-%,' 22 314"=1'-0•, 23 314"=1'-0" STEEL BEAM,SEE PLAN 2x RAFTER,SEE PLAN,TYP. I FLOOR SHEATHING,SEE PLAN TJI JOIST,SEE PL TYP. HURRICANE TIES, SEE 61S-201 -`'' 2x BLOCKING BETWEEN RAFTERS STRUCTURAL WALL WITH ,r t SHEATHING,SEE PLAN ii FLOOR SHEATHING,SEE PLAN PROJECT TITLE: , TJI JOISTS,SEE PLAN,TYP. 1735 PARK AVE FASTENED f FULL-WIDTH 2x NAILER FAST�i I i TO BEAM FLANGE WITH(2) x2" MATTITUCK, NY HEADER,SEE PLAN =-=== 7r:====:-----=- =--=-:....-==.- SIMPSON SDS SCREWS AT 16"oc SOLID BLOCKING FASTENED!TO it BEAM WEB WITH li (2) �x3 SIMPSON SHEET TITLE:II SDS SCREWS AT 16"oc I ! !I a �. T SECTIONS&DETAILS 1�'LSL BLOCKING BETWEEN JOISTS !: DATE: PAGE: I; { : LVL BEAM,SEE PLAN = ! ff r t 1 I I I ,f, __ , / � I S I I i'i �__ .8. 023 SCALE: S-30 2 1' S��TION SECTION 3/4"= -0" AS NOTED 20 24