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HomeMy WebLinkAbout50767-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE co � 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 #: 50767 Date: 5/31/2024 Permission is hereby granted to: Moltz, David 259 Clifton PI Brooklyn, NY 11216 _........ To: Construct an accessory structure to include a raised deck enclosing both a pool and hot tub as applied for. Additionally the existing shed will be relocated to a rear yard conforming location. All accessories must maintain setbacks of 15 feet. At premises located at: 1600„Alvahs Ln. Cutchogue SCTM #473889 Sec/Block/Lot# 102.-4-8.1 Pursuant to application dated 2/29/2024 and approved by the Building Inspector. ............................................................. To expire on w11/30/2025. Fees: ACCESSORY $525.00 SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $300.00 ACCESSORY $300.00 CO-RESIDENTIAL $100.00 Total: $1,225.00 ......................�Jl ................ Building Inspector TOWN OF SOUTHOLD— BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 hJ0 ll � : Date Received APPLICATION FOR BUILDING PERMIT r For Office Use Oni PERMIT N0. _ ..,�..... ..... Building Inspector Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:02/26/24 OWNER(S)OF PROPERTY: Name:Kavi Moltz 4-8.1 SCTM # 10��- 102 0 Project Address: 1600 Alvah's Lane, Cutchogue Phone#:917 612 566 Email:kavi.ahuja@gmail.com Mailing Address: 1600 Alvah's Lane, Cutchogue CONTACT PERSON: Name:Brooke Epperson Mailing Address: PO Box 152, Mattituck, NY 11952 Phone#:631 603 9092 ! Email:bepperson@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address O Box 152, Mattituck, N.Y. 11952 _.-.. ............... Phone#:631 603 9092 Email:aportillo@amparchitect.com .... . CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: HEmail: DESCRIPTION OF PROPOSED CONSTRUCTION _. - - .......... ❑New Structure Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: M . "❑Other C C ` .� _ . $T2oo,o00 ....� 1 . -�� - � excess fill be removed from premises? —,.._. . Will the lot be re-graded? ❑Yes *No Will a ses? L*Yes ❑No 1 PROPERTY INFORMATION Existing use of property:Single Family Residential Intended use of property:Single Family Residential Zone or use district in which premises is situated:. Are there any covenants and restrictions with respect to property?ro this ertY? ❑Yes *No IF YES, PROVIDE A COPY. AC Non-Conforming QCheck BOX After Reading. The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):AM P Architecture IgAuthorized Agent ❑Owner Signature of Applicant: Date: 2/a Q/a —I STATE OF NEW YORK) SS; COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is they (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. BARBARA H. TANDY � Sworn before me this Notary Public,State Of New York No, 01 TA6086 01 I Qualified In Suffolk County O� day of " ✓ � ZO E" om l slor x ires Notary Public PROPERTY OWN' ER AUTHORIZATION (Where the applicant is not the owner) I� Kavita Ahuja Moltz residing at 1600 Alvahs Lane Cutchogue do hereby authorize AMP ARCHITECTURE to apply on my behalf to the Town of Southold Building Department for approval as described herein. Feb 23, 2024 Owner's Signature Date Kavita Ahuja Moltz Print Owner's Name 2 � CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) 1/8/2024 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(es)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 NAME: Shella Maher Arthur J. Gallagher Risk Management Services, LLC PHONE FAX 1 Jericho Plaza (A/ ��,,>mxtt 516-622-2482 Wq Nay 516 745-0082 E-MAIL Suite 200 ADDRE ss Sheila„ maheragcJ conk _ Jericho NY 11573 INSURER(S)AFFORDINGCOVERAGE NAIC# gp� „R,A:Southwest Marine&General Ins CO 12294 Li4en e#'bR 724..,m INsuRE . INSURED MARRDEV-01 INSURER B t Marrcon Development/AMP Build -"'...... —' 137 Glenwood Road INsuRER c Glenwood Landing NY 11547 )NsuReRD INSURER E°,. INSURER F: COVERAGES CERTIFICATE NUMBER:815305563 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. ILTR i.,, ,�,,.,. A DL'' U F11 POLICY NUMBER,--, .MbLi'dY/YXYY .. ®„ ....... ......... ,,,,,,,,,,,.,.,,, —... �����,. TYPE OF INS. ""... m"��,"„�, —' ��,) �"CYLBCY BmXP ( INSURANCE dWtlM4D4)FYYYY 1 LIMITS A X COMMERCIAL GENERAL LIABILITY GL2023RLH00503 12/4I2023 12/412024 I EACH OCCURRENCE $1,000,000 CLAIMS-MADE r X OCCUR ,-PREMISES Ca raccu rgne�) �$1009.00 .... t� ® ", MED EXP(Any one person) $5,000 I PERSONAL,,, ADV INJURY $1, ., 000.000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERALAGGREGATE $2,000,000 POLICY PRO;- __I I_OG I 1 J PRODUCTS-COMPIOP AGG I $2 000,000 = OTHER: I I $ AUTOMOBILE LIABILITY - COMBINED SINGLE 6.ICv71T -$ BODILY INJ)- - per e�c6daau1 I i ANY AUTO � j � INJURY(Per person) $ 1 OWNED SCHEDULED - rODIoLY dNeJURY(Per accident) $ I AUTOS ONLY AUTOS , 1 HIRED NON-OWNED (ROPERTY DAMAGE ® $ AUTOS ONLY AUTOS ONLY P UMBRELLA LIAB OCCUR EACH OCCURRENCE -------- EXCESSLIAB I CLAIMS-MADE I ,AGGREGATE DED RETENTION$ , $ WORKERS COMPENSATION PER STATUTP OTH I AND EMPLOYERS'LIABILITY R --- YIN i ANYPROPRIETOR/PARTNER/EXECUTIVE ❑ E L EACH ACCIDENT __ $ _ OFFICE oM EMBER EXCLUDED? "NIA E.L.DI (Mandatory ) - DISEASE-EA EMPLOYEE $ If yes,describe under E ,DI .". .... ®� DESCRIPTION OF OPERATIONS below E L.DISEASE-POLICY LIMIT $ i1 I i DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Per Form GL 0225 1013-Additional Insured is provided with respect to the insurance afforded to such insured in a written insured contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town of Southold 54375 Route 25 Southold NY 11971 ,AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved„ ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE I® A A A A A 825376356 MARRCON DEVELOPMENT CORP. P O BOX 486 GLENWOOD LANDING NY 11547 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER MARRCON DEVELOPMENT CORP. TOWN OF SOUTHOLD P O BOX 486 54375 ROUTE 25 GLENWOOD LANDING NY 11547 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE H2449 442-9 109064 07/13/2023 TO 07/13/2024 T 1/8/2024 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2449 442-9, 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:/IWWW.NYSIF.COM/CERTICERTVAL.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. PRESIDENT DANIEL MARRA MARRCON DEVELOPMENT CORP A ONE-PERSON CORPORATION THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK ST T S7*1 NICE FUND 4 DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:622406128 U-26.3 s NtOE WRIKWorkers' CERTIFICATE OF INSURANCE COVERAGE sTAr Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed b Disability and Paid Family µLeave Benefits Carrier ........... ITITITrri p y y y or Licensed Insurance Agent of that Carrier 1 a...L.._.. .-.....__... a-. --...- egal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured MARRCON DEVELOPMENT CORP. (646)343-7400 137 GLENWOOD ROAD GLENWOOD LANDING,NY 11547 1 c.Federal Employer Identification Number of Insured or Social Security Work Location of Insured(Only required if coverage is specifically limited to Number certain locations in New York State,i a.,a Wrap-Up Policy) 825376356 ....................... _ .. ..._..........................._.. ___. .. ......-.. --------.,,,,.. 2.Name and Address of Entity RequestingProof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) New York State Insurance Fund(NYSIF) TOWN OF SOUTHOLD 54375 ROUTE 25 3b.Policy Number of Entity Listed in Box"1 a" SOUTHOLD,NY 11971 DBL 7206 17-1 3c.Policy effective period 01/13/2024 to 01/1 3120 2 5 _ 4.mmPolicy provides the following benefits: --- ® A.Both disability and paid family leave benefits ❑ B.Disability benefits only ❑ C.Paid family leave benefits only 5.Policy covers: ® A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law ❑ B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 1/1,6.. B/2024 � � � �— ......... Y _. . --. ....._..-.-.,.. ........ (Signature of insurance carrier's authorized repre sentative or NYS Licensed Insurance Agent of that insurance Barrier) p ( ) Insurance Unit Telephone Number 866 697-4332 Name and Title Kristin Markwica,Head of Disability IMPORTANT: If Box 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, DB Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200 PART 2.To be completed by the NYS Workers'Compensation Board(only if Box 4C or 5B of Part m1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board EmtroBaryee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family lea ................, ...-� - leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) Certificate Number 771118 Additional Instructions for Form 1313-120.1 By signing this form, the insurance carrier identified in box"3" on this form is certifying that it is insuring the business referenced in box"1 a"for disability and/or paid family leave benefits under the New York State Disability and Paid Family Leave Benefits Law. The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Worker's Compensation Board within 10 days IF a policy is cancelled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise, this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in Box 3c, whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Disability and/or Paid Family Leave Benefits contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the disability and/or paid family leave benefits policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of NYS Disability and/or Paid Family Leave Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability and Paid Family Leave Benefits Law. DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first, two thousand and twenty-one,the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b)The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits, and after January first, two thousand eighteen, the payment of family leave benefits for all employees has been secured as provided by this article. DB-120.1 (10-17)Reverse AMP�� Architecture| ��� Addmom1o2oo Main Road,Unit a�Mettimokmvnenz �� n�U �- ��. ~~| | | �~~ ~~ �~. . ~° Phone:(aa1)soa'eoez Design Build | ������� f ����/u / � ` \ May Ol. 2O24 �� Southold Town Building Department �` \ °^& m��� ^ - � � ~ � c��" 5437� NY-2G ��— Southold, N.Y.1197 R8: Mo|tz Residence Application 1600 A|vah's Lane Cutohoguo. NYllS35 SCTM#1000-102-04-8] Dear Tracey, Enclosed please find 4 sets of updoted plans for the above mentioned property, We are proposing a gunite hot tub, | have included o section detail for this area. if you have any questions please call rno at the nurnberabove. ' Thank you, Brooke Epperson Design Director ~ Page luf1 I Y.P...AN HM lr" r.L F1kLYNl'1:1'c.r/Iklll lW MIINiITIUN[x.. QMOLTZ POOL & DECKu Q apw J N _ ---------- Q N _.- r /rfr,'fP� "r4VN �', p^�w' ' J6"I^yWl�/yJ' r�� Y —_ dAl /1 Y 1 lbe 1Iv .+"� G .. .� .. 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IMESCIF•117101r 6r rXxlT"RJrvT)""".....,.., AREA ......a.,,, r 10'r ............�—.m.,�.-.., ...�. --........ �- PER NY5 GaDElr'I 'i TOTAL LOT AREA 4 .r 2�RA E `~ M $= j/ eye AREA WG 4241e,05F, I ��� �O� i Pf2aP, 00_ EN._.E AS•-•w.„ I:::xi, N�' 8% COVERED ORCH la on CJ 04% QCJ .,CJ�,. PROP. F'aaL. '�R`•�NELn, MIN,- a uI= rSITE PLAN&ZONING DATA OJECT LOCATION&SCOPE SEE DETAIL THIS PP �E N m s000sF IOCa/I' I CryT nti E 5' FROM ROPTH15 LI E; a ? K/.I....a:.d7 "RI 1. 1L_iWSB_n.i N .__.o r „.,.a -x k 20 r 15% , ;r.....C , . e ,✓ GENERAL NOTES .. XI CJF 41 YJG71' `-2al' I fIk w'a ciP Ex"E 11N A712 InnP='f^d:O 1 X-7' I101 Ul N q h T Y n rr ti w/r^„nrz` "" IOwO r e:r'§, AL � !Or STRUCTURENERGYTARLDESIGN CHARTS IROP A CE55ORY OARAOE „m. 2erwrN° ARLF iv 1 PdYRYrsw. , 1 �sgaa.e sF o y^ �a0� PROPOSED FOUNDATION PLAN FOOLr 4 01A•LAVL�A 01 AI r i rd. 3% C.: C C. v lC..> (<"1 .df..� -.._... PROPOSED FLOOR PLAN .a l k'. _XIS F Ar �Rr a' :r A.R.At. .E E i�,zrpg q;,•,x dry,,y+glw I"�.„„Cgy A_20I.00 PROPOSED EJQERIOR ELEVATIONS ' PROPOSED POOL SECTION PooxoPosEo ....,rnNtwl Ic" „ NaaD D_GG _ ; DESIGN DETAILS ,.-_,.., I I ., . ......,a na Nlnrtul leae Yey,RIJ ca 1 200,,,,,, ' _...�..M. M .,.. .. ..... _ YVIWNP+YMV.rAsxr! IS O E' I I I I f Fool...' Art ,_�r., r r a? A N hJC 'C R I _ �:: I l[11�Y C.7Nr�.T Ir J!'HINC 111 r � wA rw� t r�nrE LINE inwrat,RO"acsuravar�t6icaN9V'rdtdrnl rr�lip,R � G. P'r•+'MINIMI.!Yr�1�I Sf AR tdfak::.5 -6AIL Y-CJI.NY [PgEE rEJ+I L. E XI d'I", I ;� r A h^IIRIHIIM i PA RA 1^s o-/-c,rinw�s Ea ksY Isar-r r�reRrN�11 r,it ON / CONNLI r ALL r_:1JY I G'R LEAD AD'R. 'IO NE ...... r . NeV�'b�I-. �n�r .5�'i'P ,. _ -.� `.1.(}Y i � N/a/F �..A�IP M1 1911Y�..Ii�r�PNRCJ4f"dL 4F�21'�YrJ41Wk.. 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N r p .... ^-.-- .„ u+rc 'rF� '1 7rnr�ixen w�m„,;�u aruY .__ n r ,,.,,*+f" c"w�'uac n+rs.R r ....:dr" sy;..:enrpie". v- ��c .tee',.,eu ��� .. .,.�» ,„ s � .ATE04/29/241 4 OF4 ' r° r xwz.rrr�wz�+.vrv� IP PJ VIY'iF P , + 1,?'M / 9A�^.T dM1 A 6!M" YNLNP ^v: mwa+�{;'ia w9 N rJ�n-. fAHI' N{AI'Jf 4 �e L,"•�q;JA xM.4!"'.i^�P' f,FL a RCJI'xMTN Nk,J'w+� ©N"�i10'MI6k�'4d1m�'�Yr:�4r A Y:r h PaCaa�+ux 11 _ ,.. �`� o.� R"'f°�" '`""'�.:. �"�^ y-:r '4, „� "va Fsa, a — _ I• ;..w,�, 4 c,w u¢w.tF� r•* nAN ar",rara., xri.i:',r^np'`u v a.,.. ....y,.F�, �^a '"�"' Ik ram. r3i Reza R f + .qtl " P .R'I PW l 11.4 m,�'q�,' PALL 1�F 'iVXa4'G aWf..rG 4F9rW F'rT.J vow*a wtr� .r a :'� �rer IT.�x�mer�a rrnaW, s ra, ra n a DETAIL ` E"TEf IOR WOOD DECK DETAIL 6 -�r,� PROP05EP POOL/HO"T` TUB ...�. �' RIOR WOOD ST B WALL DETAIL W .: "��� �CTE .�.�...��_-..--- .: ..... --- r„ w" a ..o a�4r IP-f._FkN IIF 4 hJ.Y...... . Ali' w­Po..�...r,YA)ILr INp Ar C>LriGW w'a+ r'................................. su,"lw. MOLTZ POOL & DECK a p alT 11 C N O 9W N o `- (D> j OJ Gry SGOj Z O rr„ If�� ,�i�l ,r�, 'm v2 Y v PROPOSE? 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R1 �,.... .�..., ���/r% b'av ~r�Uf l �l�>j"yH' "r I��"7 ��; "..� �'" IOnln a, N- c".oru 5Hu7 02/01/05,4Z50T36 " ,.��•- _. . I ., lP i ._ �—__ ..� alwjlu' fil , . U 15 ACG_JSC2Y cDE , PRIOR vARlance Av�rzavAA sl�r ��'t;, u / {�11 lii�✓,,$�"�W'- r �;� ',;.. �roj a)'< a / �I: d YARD 5ETf3AGIG -. ,�. O ... , .,` �� a /; ' ,.^J •,.,.,,, IC,, �,� a�>� a` rid � .��', f a r �rrA^;fie...... , r _ TION MAP a � �w a �/ "��� � �ww ��.� ._LOGA...,.� _. .,... �� ,.ul k rvr. . EOUIF', 4' X �' %LOT — EN E A S w, _ .._�..�.µ• I AREA GOVCRAfiE � - ....... _. -_ i� "'^.-........�,.._ �� ' roraL LOT ArEA11r�IN,,,,,,m �,.,...<2.a'�eo s..,. . w E'ROP. "OO_ r !.� - �..., rP rr IP Ioi .,...Ta _I P m - ..E"` .._.�._ ... _.� � _ Q .... , r:xl nA"-I>wn Iran �' Cif C'UJL D�"(�V�EL�.; MIN.--.- I xrra a w oar 0-OO I.O.0 PROJECT LOCATION&SCOPE boo I .J.l^.rvK _ N!O!P ESTATE w-XI�n4Cr Ar CL SGIR r"/ +' r h lao s .� SITE PLAN&ZONING DATA F Of POF'ERTY LINE; IG�O F: w ACwlc n o o :... c ^-1 IS- ..�,.....-.. rrw o P uLrrrx IOCAY arts h ou o r�,,, �.5% GENERAL NOTES SEE DETAIL THIS PAGE kK rw v �r y�y//} BY tr w*F A ,�'S 1[7"+Y 3% 5�:.7` O.u'�.CJ 6 HL } '' ENERGYTABLE T'X'7' f"-fO'T TUB",. �P, u. I �ALO�K� �.,;��c �iC uC 4 wwlar oq sw ors ,gy]F'00�L Iw A Ar ai Ir p STRUCTURAL DESIGN CHARTS YIPAOP—6EISoRrGaxAe n/%C. .. Yl: FaL9Y IrleJd /�yT.'..XI..511°N0 IR° I.I I,.wi .. .... .....ID( �,✓C.� PROPOSED FOUNDATION PLAN i YOTAL AR-A or Al d TRLJC r/r 9gaq S s q 21% EXIST. SI[ D �VO �91 r PROPOSED FLOOR PLAN :. AF,AF;;!. Y*a�.TIft ,GLf�''�b PROPOSED EXTERIOR ELEVATIONS ..._.. PF2C7P F2A15ED,.,,. _,.._hVV, D.O' ICI T T4tl Ak G P cF (�•dSd PROPos=o oolH PROPOSED POOL SECTION ✓O0 D DEGK _ r PA IL DESIGN DETAILS •„4 P . __ I N^IN.. IC�k.YY wNi? P u� � vi IVIMUI I'2i.AA rr 2F 3:1 E5 ....... .•.................� i m _- m, 4-CJ HIGH POOL / /� PER N`P5 GODS I � A�fd�nrw w��SEFA �ua,'��o."airkc�r h-st,hiA;=cry A,oa,arFvM G ';v � c yr ArY. w N n, t:T.�✓'" „ '/T. j GIJ f7Y^tlt'CdIVi'"T, 6+wIf 1NCf IN N 1-f I&✓C Nr Dve RI:'.Y"1.II 1 I LIND Y'F iC COMPONENT,.,,Y ')M AKA 110), R 0UIPJ I..>B TP4 LN DRYAELnL-EYw-HrI L AND I Hf. ar[:01 AL I OUNJANON IgALL: ? AMINIM . m .. ..... � I L:v WT V i;STRYv RcMINIMUM Nr rr Ila k u i r��w win . - — N AaRrincl I...,FaNA F"RhJECT„ a N07 =,,w t OF a I I Era EAZI w Try NLA� T�R'N-1 ar A zA'rlrrN I. rrr'.nl w. n ks r'1 v� i u A rniNo~ F ltalP a I`IL...IYC.., i ® / *ZC7HO K1 NNw r A r MOLTZ MIGo- AEL POOL&DECK C0N6RE71, 5LAB W r - ONGRETE 1600 ALVAHS LANE I OD D A5� 5H®ULD R A� A (T P) �DIAM TER G A�/E, CUTCHOGUE NY11935 E kI:.�T PvC'"a Pi"", F"v^"'/5R, ",.�„�.. _...... GRASS 2 F'OR GH r U DRAWING"TITLE: Lo T_ �• PROJECT LOCATION&SCOPE b � .�i,.. �"•• -- -- SITE PLAN&ZONING DATA d 25& IL.{ ,.PAGE: �. ---- OO.O' Q G 001.00 AL VA i LANEn�6� - "" �,,, DATE:04/29/24 [ 1 OF .... .... ........ ...._ ...._ ..,....... .__ �, - R PROPOSED SITE: PLAN _ Ilnl A�14 Lr ITk-Y�""i lYSli..d4wali •` ... .. ...... .... ___..__...— .,.,._,__ .,.,»..,.._---_..., ..m:..„ &Is G"G"TO Vr YZIY I ATION BY A,LIrEIW..,-� �' S Chu 1 Ml�'��4•r'J r C:ONG�+. --- uwv r�r T,r Neow-11ION ...... __..... ,.,SLY, e5•O' Jr"•aAT[mm ..... .�..,,.. '4, �^:. A �h Y i 7\. F:.N�./. rah'I r >faw I:asrrAa r wn Itt-PLAN r:�Tcl rI::: r. Ar.. f.AL i mww2A_iw✓YIrFtlA�Aw,cryiasLri1aacr "� DIAMETER A5 , �....L;;�� nC W VON �',C'TGt,I\N f C71T'�'�' 0...'.., r v.::r..aNlr.uRtm..:yran ==c.anb^.rnrwzn,:.,wa+a�,a¢rr.'rs .. MIN PER SITE PLAN tk "'✓11w. uc. as TRA�r ro�.a DRYWELL DETAIL A.. L. 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V*401 Av:­UCABLC} ------................. ........................ O 0 0:t _c NO IM -r ................... 0 (D I:) F3&mal ......... m w -------.............. OP ­ IA 55-M,I 1 1 0WK- 1 *V_ F (CD . . lT­. A E,5I.AFE1W c I ) -m0 ----—--------­­- T (D G) cl A FAII EE1­vuz as law —.,.,." 1� 0 41 o, e ego. ............... prs 6�'a=_m ff AII A 12 Ho 1%, p —--------- ------------------------------—R A Q ...... Ell A—.1 1—.- -1 A­ _rm.-l.­T" _­­­­ PRO ACT: ­.­1­1-1­1-OF—,­N-JIFIN LIE!—11—TH­LlIlE­L.l.­AI1 MOLTZ POOL&DECK .-.1.Ell.�,,Og-1 7T..... 1 Ell, I 011 A A EA .............. kk 11W�l=14A EEVAIL 10 11.­1-1 TLI- pzr.K_ NA-I.- 1600 ALVAHS LANE Ell..M:­1­1 FETME1. 00�FT rjW-�2=7 CUTCHOGUE,NY 11935 __1.A___EE1.A AIN- 'lAVVI1­_-114FLE,"1 1­11 VVI.1,1 IN PROPOSED FOUNDATION PLAN PROPOSED FLOOR PLAN III ALVT11 1-1.­­__ ............ .....................—1-11.................... 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Q W W coJ o Q N O O L—" v Z m c :' x OD Fj 0 O W �{M1iF 1Y M�'fA G.N`S JCai ( n� S 2N1+�rM4 a'm.Nk f U C L s� TYPICAL DECK ELEVATION Q U � O ._ . ............................ _ .. --- _ Q ..----- .�,..� ......... --- -------- .. _...... _...�„..�......... pUp I .w....r I 5 PROPOSED POOL SECTION I—I/A-201 —2/A 0d — __ m.. — ... __.m..,,_ — _..._...- PROPOSED HOT TUB SECTION 2..... SP fro1.4;,(!^k° °-L'r °:',,.Fl.A..F.:,i{4 �i PROJECT: MOLTZ x ` POOL&DECK �n ..... . -........ 1600 ALVAHS LANE .... ��Ir$ irx-srr w re a",r� s X� f,irl.E Yp ShdA'GI/ II` fCUTCHOGUE,NY 11935 ' 8 Vv1r�6FML"ab t Y,^':r.smcc.a ' v r�crl rs DRAWING,TITLE: POOL e s_n PROPOSED EXTERIOR ELEVA TONS vi I . ° PROPOSED POOL SECTION sm?r-r1 ar P.r D •° \'„ � M �aaur,nanafmx:.v c�a �.*c.;+��F� x u" I'7 rc zf.: t ESIGN DETAILS � flY u~a�c+as I. rr` "ry f7t Ira o oa¢ ena F ,' :dk.'�YPL G+a:•p. fiAG ­-Agar.�G R����aa.lw.. � „w„r 'a r.,��^.¢r'rrr+s�:ra 4 rar,.x:..�a,.tHnlry a. PAG�_�O��,,, ....._-' b L W ,'Vd uGlw OO W wup IWL�HM1a'•W4^,. M aw'„ """ ! ' hi*reMC A4r?C.IK (1F S..f ! !P FI)U.i"a rr CF.I.V,'tIMtU lh, 'iJl, J u"XP T iaf e'iVF'F4StPF1 WATrvi-P§ p...� �� fit. ITwwwmT��dh,^R;AS S,YAYdF..,:':G{ Y 'U5 'iP '✓rP.p FUi H::lftF I I F'A 'YVF 251 . Jr ... °,7 ° .a ISA mu a URs-r;. '"�•..0 z>,a„ ..vra.UrWr,ri a zap' „,x ':� „a'rr I7a tr^w�tereia.a r-r' a�: �Fl .k r° �w.rr z It rr r; +r.m .a. v ^um ,e r-rw.---- �a ,. b PROP05ED POOL — y __..... _TAIR DETAIL -- A:L 0' dt R... OOd DECK DETAI.:Lm: =- t ?TEf dOFC. V�OOD 5... .:. _ /i�OT TUB T f,�'" ETE IY P..-AN I10,Ml k:Et':...... ����a�FD E:all f�iN'a ASY()YYIC)N MOLTZ POOL & DECK a P'RGY)r:r>Ac.r.F :orvcY srxzua::ruRE' Q p w ,. rro4c Y�rv-.;r-:r>aNn rnRY I W m m a E N d C ...... '... �� y� ��..^^....-5I- iC�✓-ygI - G"�J�"h w/I',rrw^ �ru/1✓1Y1�,Y f/il�Yy r i�r'�rf��II�G�d/M r � "I�,Il�ra, v�r�pn1✓vh M%4tiv!I I�mr rrvi✓ta"'�t'��rcr„VGv;�/r��r"�+"f lde��N�r'ld��jr l°��d>r;+�„1 IG u i�r'/GF r;+;.+.r.im. u�✓a�l �DrF1` i Mslr�r°�a''V�+✓✓(fWN,AG{ ao YZ>� 0,, �InN F'O'05ED ACE 5ORY RAID= FOOT... I-O' )""a, o o TUB TH0EDECK m Z Ln ...Ficfl rrH(/a yRr�. ✓ ✓/� �, itlG .e,rR� 'r"Jk✓ �Vu r V/ �.✓r/��;v T G ro i a o d O FR0 AFC. f DATA � ( l(�/° � /%��/�// / � ��+I� ��� �l�l 0, lolrwrf t �i �; � �d�9i4�G� �/ r+ r � rr i �I� ri M �� %r%��r r J/r�ij v �,w G�r Gv �/✓/ �U" ✓�% r! �, ✓f�j/�///y .✓r�G r ��,��few�,���'rr'M u,GT^,!1����a _ %'IG'I aAr",/f,�irk j�/Ill�r - IK+f�/N✓�'/wl '� II ", /Nl0 F ESTATE ���� ���1���6��G ail /"r����� .<>'� ✓/�l//k�nr;;lrL r ��` � U'�����"�'��n'�� ey���l� OF .aOr . . ,...IN O.m_.... ....,,,, , _ /' `>-av 1✓ll%Ijl/Ml� s m rn H I FTaNa x / Il,'/ a , N KAE...05K 1 FAx r�AP n� 1000-! .�04.b 1 je rr�lf��l lA�r jP! + v �MPNr(r� �wr,"� ` i�,,?b r� la l " `Gw�" a , O,I11 �� � Ir �f 1 �� �f �xMrlf,o ,� 0 w ' +�41` .�?5 _ E _ 7 ,,. . ... .I /il,/✓✓r% l vrd?"Grza a ,,P1hG, I G '>'+ �Hwr'"J�' U ,..... - Ir,.�,.� ' ZI?NtRC C)i�'fRi(..Y AC Idt)N G...... IMING M +✓F 7ll fir,,. 1 4 , "� '� ,I I% ,,,,,,,,LOT AREA 10 ArRE5 plr/ '� o ". . ........ " ........... M d✓v Ix ➢�✓` rh T HG V4 M� 'a!V;, Ai,/ -- � //;%te�l,rrr �//�✓//'N,g GMr6 d III 7I r�;�:.�.p�dr � a✓/� g IVGI"l)^�T I I�rI�r Gfl�`ry J, ;w I lG;l AJ &flmI r 1 m OF. .. LOG, OF "X57,., I 1...... ....�..__-,._, .,,,,..._,...�. cow 05r0erab,'z24502 r , � M� 4-j ......... �5 X12 SHED <15 -0 a r. �rD Po 11 .. Isr�atl 1,5500» (Y} J�/fir 4 I Val+� r �i1rG��✓ �i + i�h �y r //✓ �✓ o- 1 mr, �u9d + �w c�to-.:FIFO j tratnlrna r'acrraA "'g ��i/i�� ��/G�� r. ' "'llrir�w�YGjr +� !u„u �✓j /�G°r rv.,rr�'�hi�' 15 AC.OE_5 O�;Y 510E --. �m n U '`�,,.. `.,,. I ....._..._....,,_.. ,. .. . rz.1oR VARIANCE Aw>maovAL crrnrc)a Fitz U ° Q YARD F< E 'i f,p C h O .- A ;' , L ww " .. ,. w. .,, -LOGAT d W , 1 91A/ II✓' ✓m r". ,5r":+ — A F OF. 00�_ a N e ✓✓ COL l F `� .� - ..... .. I,..., AREH ............. ... .-. FFZOF. -00:_ _EMP E A5, na4..aw RAo Y C)Vk ,� faEiGRIF'r101 (FOO CF'RIR'ffPAGE �`' yf TOTAL OC AREA 4.21-tfr0 F AGE <� I PROP, "FOOL '��''YWCLL; MIN... ' O _ PEP, CODE I XI Nh c,rxrFr�rr r rGri Iv,00 sr � 0.4w O+--C7C) .C7°J ' ' - SITE PLAN&ZONING DATA PROJECT LOCATION&SCOPE 5' FROM OFEfi "f'Y LINE; O w 1NLvh rt m r ,,.ncr ... V! /F A.....�"J 1�'Yl 1 i.... ! 1:7FGK W!POO_r FfOT YUB 00O 5 F I.'.!ai, •, SEE E'fAIL THIS PAG F r fi l...CPHII PR N IL r r oz� N tiJ R OF �J�'I f I I�, f�Rraa 17W I t ING AJO ION ���o�r I �% GENERAL NOTES O a 6-002.00 PROF T XT' HOT I�IL15--,. � ffi c.Aim Irm IC YO F 05% ENERGY TABLE E k „VINf AF.CA vur ndr�r�rnrar' 1 %`d0007 D}�C,G .--...rI•-.-mO_ ^ mmRC7F. "-a1y•p `. x^ c R amI e o o.._ J -10100 STRUCTURAL DES IGN CH AR TS a FOOL F> lr O f FI.I.r ,,, PROPOSED FOUNDATION PLAN TOTAL AR nlAa "Rx, �9 v.e=F96 IS, EXI5T, SHED "O 5E _. PROPOSED FLOOR PLAN OARAOE eNCVVEA-20:1,00 PROPOSED EXTERIOR ELEVATIONS O NS� I-Or PROPOSED POOL SECTION RAISED �ao wwoP© a r rIN Iw DESIGN DETAILS - ... ,. 14 MMUM 41D-1 A RD t r1 20 c F- .... i J .................... .121 9 Y YF NINAUW P*,E.AR YFV2Cl � I Y) FEN ,;- FEEF:: ...ram,..,....m ^ ...... tv�xAF MINIMUM . S.F.RA I{O.�,I R.O'11RF.......ETWLE.N..... _L5 g .............. ............. .....� .................. q 0" HICC'H F'O"/E tl f 15 I WA7t.:,R SFRVIG:,I.INf:.,UIVf.7Eh,CiRC7UNfi LT'II IT'/ iVFS SEF7G - - y ✓ ... GOMFOgr.-NT I_EAFHIN6 FIFI I 50HER COMPONENI-5,07H`.:F; ,. m. .. Np r,,.. Y.?`2_11EI.I..h AND THE rOrr Or ALL FOUNDATION MALLS r%+ tl X���. ,� A PAINIMUM 5 SEPARATION 15 R.efdUIRECa Y3E TWF.F.N I:JF:YNF.l.L5¢ o �, FROPFI2TY I..INFS .. ........-,._._ r _ ® A MINIMUM:15 SE- A"kAi101d 15 REQUIRED E3F TW F.N fJRYWFI 15 AND "—' CrfNELL NO; I BURIED PROPANE FU L TANKS PROJECT: .,o p P ARI' T OI"' u P_.'ONNF_GT ALL.CUTTER LEAVFRS 'O TO INFARESTRYWCLL N/O/F CHIE, FIL.INrz N/O/F LAND MOLTZ MIC}-AEE... OHOsI POOL&DECK I,AL0SK1 IP08 OF2fi,5�a SFiOIJL THICK CONCRETE SLAB __— ...-- _ ,�. -E 1600 ALVAHS LANE 00v AP'EA(7-1`,) 2 C"IA F G;OV F�F CUTCHOGUE,NY 11935 Ow✓ ,mm +µmy?_. X, ...........�. .... .. ...�..... ..,�.�..,, ... ,,4'y4k .....�..._... .. ..:, i"PRO ECT CDATA COPE ZONING D .....In ...... LAN& ATA gg .:. ..,.. .. ......._ C - ZS_C.O" a P AGE..a fY G-001.00 / HDATE 04/29 LANE 11 _ /24 1 OF 4 I 4 . R04OSED 5ITE PLAN p w,ruiTr:rr.,u3Fw _____..° ......_.- ......._ -_i1F Y'LFl I I.�TO YP Y x p �', f.+Al_riULA F ONS ON a .,uR.r-Y wn rash Ivl::n ,^`,, SI E PLAN Y-OR. RF-O C7 wv RE'"aF,141 ECJ Y)h Yl FP 1:Fl rc Yk RAO4F.G 1./r,I�AFAr N rsv.-elow a Y. O �I, 5E'TF LAN 2 Ih", Ur EFFECTIVE dEFTH FFe:oNlc.,untvl-.nvz,ter. .. Nr_r,rara:la,rvn.::alRv+:-rcrR. TIN, ' .. " 1.1, ran Avlrs M.G.N-kTY4"iCJ4 �)Y 1 1 DRYWELL DETAIL EA " LE. Nr II db1.1T1 LI.YJ Y ^Y'tl m....w......^... x� !'�h�3M^'C�VI r�T'I ON`) �.w ."O. SPECr ' ...N2:�IMI_UF.::ICF..I.R,F,1. -,1 a2 1 MC'Rk.K l- A'El UWA.� 10,Pl`,IY OE'Is C'11.. N 'w",fAM.'A AW$.'I A Y: ^EVENT'ME CS 1- V+,w T.�°.RAIN.I. NI: 1 h°'C'tlY,:IPFV...Y r W N5 AMP�Tn'(C:�NV) V'�,a.. I""�r,.,, t w W.4 4wHPJIN ,._ OF ACRIEN F Al. F TEAT>Cr pA. RU" 1 FOCIr 'h..T �S'9 C W Ti,^S Het, '^'CN^vgi,LOPX.Ail ,RF.f„I!?-: A rCYh!', + .6iNw aN.^!d4A Kap'ti•: vN PTRA' CwA'M CIrv9ERN 3:-.IV[.J'1',-S> FRi.G®,LRV"lF T' '2u^\..U11p W IY CA 0.:-HE.AI O 14C AkII1APKll AP9AVINh.S p�,Y I C:'9C7N?f.[Y INI=AAL. NCWIt^ATION A'. 1P W.a eJ x NYx FS. T .:r Ra'IT'A1 P"JAT MAIW Po W JURIZA'JIG'1'IOW YM)S T.3Y K.a.I aRT MGI:.,Mtai'FA. 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' f Ivttiz rar-,rravw-tl u cewr o-1,,,,,,, �03o s P o. ,,,f -00I.00 PROJECT LOCATION&SCOPE P�®F. �O°JL DRYWGL_W MIN.°' XI Ivec11 arIE GAR,fr o ,n W r rw �� 5a0O sF. a.a SITE PLAN&ZONING DATA 1 B Of aE5:F i P a 5' FROM ROPERTY LINE; " +�- A�.O" I v K via✓ r raNr Ku "' ....._ iN r SEE DETAIL THIS PACE ( xI IM'" I�r1 W r PROF 1 XT' 4'ICJ� TI�SL.a �h3PU I. ;m C-OC'. .00 GENERAL NOTES I CAI_G ' h I - ENERGY TABLE ... v \'� W I..ryViht^'-'Wa u.I.A VN{wlV i"FT TOaP ¶. Jv ... 1 InPon n-sa; 4f7 - v ... .... STRUCTURAL DESIGN CHARTS (�C'"*-.I (:l I PROP AGGEv50RY GARAGE 1.1m r U'v I �LJLAI IpV SHED TO 3E POOL W .� r- "" /`✓W ( (.;,aG;) PROPOSED FOUNDATION PLAN PHED TO at AR Acrr ALL EXIST: '�...1' Ex ,. PROPOSED FLOOR PLAN ' ,IRLIr:"YAR'a 9989.9 F � i. EXI.; 17' sA :AOr " ""'Y "�., a��y,gyy�g G7E,ry��(L��- :� vu"a,..� ,,t,„���... PROPOSED EXTERIOR ELEVATIONS PF@OF. RA15ED 1 I � PROPOSED POOL SECTION Pao WOOL? DECG ._ " PRnPosea ra wIIwS _ _ I .- DESIGN DETAILS MINIMIY CAVEYARO Do 2aa ,.....w..^�^^ M NIK M RZAR.YARD IIF n "t "w S .•.� 4 O" 1 11.61 �'O Dl 1 r�IN lF1JC ".-'a PER W I _,. e r G7Pr+,rfuF p yTa rM ar,;�rAy; A.rr,�rr"k'"ww'2 "�° � - IMI If? EFAILA ION I Y C ill YJ lit I INEEN YJRY VE 1 r I NA r..R. F'..\/IC- IN uNyp Re.-4.rdihdCl uru II SEP,7If" . i Of 5' 6OMP"IONE sI I FAG41iNr I III-'I�5 V Nf"h.r`fdWA@ C)N:Y':Y+Vf ^141�'F2 . p. 01,.-NIY LI AY;'THE A C',C-C-Or AL F01 NI AY IUhI�+da L.L r.�Xl al; 2�, � A raINOMIIM 5 SEPARATION 15 h r.DUlwaLP Ia1 TIaFFN I.aRYN✓mIL NOT : MINIMUM .. ..._ . AK LG11_ B TN'.C 9.N...ORu IhFA G...E. GVD LLL h ( Eivr PROFANE I r N r rAz Zw NO Lm OD 0I1N1 r L r T IF. LEADER,T N/Ol THIS I_INC N/O/F LAND �-y- _ - PpRROAJVEidCI�Tp G: MOLTZ O CROHOSK POOL&DE.':: Cm.�K�IGI IA 8' THICK CONCRETE SLAB X✓((Y�h 2DIAMCTER GGONGRE 1600 ALVAHS LANE GO R C; KAREAC A55 SHOULDER (T"P CUTCHOGUE,NY1193 5 .._. 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SH-L.or NIAT OAN.I..F-AIN IN IN.JOE UNI L A Fl.MANFAT BAN-ED,1.r­A,- Z,� 1p,0`1(M "t DC.VON1.O A-IOTS-1-IN­­ANTD. _R-.1.IN Do—­FI­­HoN 5AAL.L.ENF.ASTANIO-O By F-11... 2 , t��,rNO 011 PIII.AII A-AL 1617 SHIMV. s_v,_ I �}LIL 15�N_L I A MINIIAH�l P.HoNDINE,1.1 1,IN Y_IN-1 A-1 .1,M­.-W_ ­1 111'A�,­.Ar NIIF1 XNDA-11-5(ANNOIlAN NNHONA-51ANVASO FOR FIFF-HTIAL AOMIIE.11 N.L.A.5 w nN,...HNI�. EEI LJ240 I�nAldii'iTITLE"., .-ATIOTOL AAOHDI Wk-,ONALL BF.I.ODAH­HI(TINI� I __60-."No,A,TH__Ns kn,.,A,I M-SH, THE NNHoNDAD F.O.S,VOW 6 ALL DNIF.rTONl$VIT-F-AS A"NINIFSON 101 N­-AA GENERAL NOTES AwU I DAZE...I-�I. 1­m� VOO.-V­INIT.. ,- INAL1.5 10�1p& F�EKIIIM NN'VHSr LAOO OH5 2 IN ItRIAO ANO -�W,H­W 7MILION0,ANO: HANVOI 5ILAI.A.SEI ALLOAZD VO M: ­Mrt! NITHATOFNATNOM.0 H. .11, IOQ.12,MNZII II OF 110 2.25 OOHHOftLI� 11��NNV� Al�,IAft.,Ol.,.ONM1411 Wo'.AAL RIN. A--TA-H*IIM 115 LINYE..1-1: ' ENERGY TABLE .1.t. NVA_11.�_IDSAYIN,"GRI-A.0. "A, Nor VIA,A0E STRUCTURAL DESIGN CHARTS 1.MO W­TAVII,11 F IN A NF IN 5TA TS 1-1.2­0 q.H-IN,TNHVrt�W_5IDE INTIAL.00 Z oOOO .­IIFFHNI�1111 1. ­ENF,11�D­ ­­S-roM 1 5-1.­11"A'AONANDE.-DI.,NN5 IOSA -711-­ NO,1-1.�AIALL.GAF. STATE ENS.-Y'DYNNELF-fON­,MLNDYON DOOT. I 5TA-11 IT,TO-I.ID DIATLIF III A I.NOD.."S-D THAI�NNA_I.Fl.ALAN A, LA-lNrII_A�'L. ANNTALYI 5AAN"Il-Ill 5 T RJC T JRA[ :)Ee10N 0/tAC)5 NI 14d RDOuI_11.11,ASF. LN'E S7---11 1:-I.-L.­F-A-, IFONS OF 2 ALL.61V�0-14 ON D-IM11- 'F­­D S,A O-ALLHAND-, L-k-AND�iIXII_MOIROAFt.. IS IMo­ 'F1�,A Y[��NVP'JlNAw>':MM.CYM,SllVI"k R"'KSIM NFMOD-NA 4 SHIINAIN6, E. F-L.-O FY A YHH04ANSNT USE ,OAZ� UCAA.7 LOAn A--M­TI-TO-I.-TIO1-2.1b CONSI­ON MAWN.ENT TK:AMoAll.-FONVHY 4 HAOFM AIN--ION I V.-AVA 1.AND­1 ­IK I-D-0', -11-1.11-AITH S1.11111- 1�2­2.OF Y111. I`-F,A) _ALI.NNALY .1-ADIL.NAMRII. -11 TAIAH1.'S ASAAY AXO E. O�lo N141 WAZNHYY�l OK= M 51- 51-FLE A11.­AVATUlT MATIFNII.. -002.00 A� AO,rOAM T�INS.0001 . . 5,BANNI­OASANS�I OPME5,LATC-ALAFNIN,AICT ADMANICAL FAAD*(OA5 FI._EN_W­. A HI-14 All.I.AIS11- FLI..I-E.-I.1-1.111.FFFE OF ENI LL'AAALY ANH S-1.111-No I TI-1.1 IV TO 1.1-10 HAS 1I.ANO -AND-11IS ALI.­0,­1-THAT IS -t-riAL CODE, [ 2 OF4 A .No A, A15 F.ATE. ;2'AM 4 4 CHAM-..,600S.AN' OOTO MVN­5 .nM..ONS 11-S 5 AA.I.Q.-MIAAL k­5­-ON T-VII NATIONAL TIF­KFIN ENAT-1 11 111.VI.I'Ll"At N.,111A= .111111,v101A.o 1, 5 PAN O.D.,.1 IN ID lL1.1,1.0..yo-511-1-1.-1 D4TH! 1.1AN_I., At� IT,AI �,Wh N,rA 570R1144 JC kW I qHA,4IIEAA%MlII 1vt ffAOIh�E-f--.1.�OF A TAN't­,11 HAND JOINT -1 IOR l AIIALI-F. APHIL­ IAI.I.,-A'-' IIAIIIYASND�-7-FOO ITvD p" Is'.1 ,c,�No,'RON=, . .I I 1111ION-E.1­11 IAIA Ill'AD OTTIO HMI 111-111m, -.411 WRAtIt)�`nOI 5oN,,V ,I JAI. ­­51-1.1.U f/'t ON ALAWLS A OEILIAN,LAN.- AD,OIHO OHr.R THAN SLE�I­1-Mr, Lop., NMNN­ NN't-Holt"A,,�"k zt­&XYS 2­H­HILL.FJIMISH A F­LINDVAHN­­.­IF1LLWyI:LFFLON FLIT AFFAHLI-E IOMIN.,"o,"I _: d­F­_OAHL 0 H/1, A,1.A-DO,OA­I-—..ARD ON A-HANILL. IN GOIV OFUM VGF.1 A-A 1. IMID.-A W 1IG 4N )M,­­.­_NI,-:1_-1.I.NTI:ND 7H-1-1 V.-ALLY,-1-LOS ?[a! 1.HANlI IN-11 110-6 -1 11 PO IN R:AG14 ONOA rkN SVYONO SHV­-,N0 A-A7 I-F..A MD-INA 6LJAIVOMHi.5 AND HAMOSAILS S pp E-DIAOr, I:L­M IT FL-LIN A000 F"IMI,1-d- A V­ 111AIRIFY.11-1.1 111.TF­-MIIINIA r-f-jol-, -,.O-I.CS,AV­C'R A"VU=,AL,&"=1+rvN"L ff. -1111.1.OF ILNO.­11: TO III"'mr-1101"L 4"S'Ts Gw„,1 11��­ ­D`^,-INLIII& A-A IN 11.1111-IAII. OF QeNN"101010&ILIVE I eA=� 4OAW 25 0.6 15 TCJ GraE UND'BE�.. OAAM Ft-.,60AX TO�SANDE-5N-T1 7 E­O­(.1.­.-1 1,11.H AM') III--TO I.M.1-01 ALI.011151111---AIM, I.,-N- Wlv...""F'SO, F-OR". OE H-I.L.-O-ATION'ANS 11-.10NALA.M..111 . A. __1 E_No-F1_1111 FIV-1- ON HA-.DO." AFOR::I-NI I IAMHM D��­ OAVS FLAT R.111-11- 'OP . ......-------....... ww.�"�vArn m.s,�td�b A' Q J W H+AA?^N+&W Ai:Er (�m9 '.x",.Wn"94:kWwFr'Yv.4%V'M4NA.�4 , f7 FddwH.O rnxY..r^J��n rWWMw�.��.�Wl.9@�d Nh � _Q (V a, y � C N �th,'TSPLd' O R,w$CL ra.S L l-:F NN7+.PX fOG 9'Y•1 Tw R7'„.P d"97R "tlakdw... a "^0151 r"D'Al 61 00" i+Caw l mR3 tl`k A_r'J' O C N Z O irv+w Wmwr oG+vC"ti.,.;,o T X j N ,...... ..... ............. ......._..___ .... ........ ___...... .. C a+ N O o G + n N N . ....... p-Myvdrmh'r� '4AxnY.r h m .... w. ¢ O a O .,.......... ............_. .,, D6L DJ. +, T Tj cn �. rah Y h n m. T p"v'7ri"w:',.uvcml c,ft. P_P, Wr a, __ -. L„1 I J A GGWu AAF !S�bUft V 91➢P YN -.. Y �. r I I . P.00'..,. r. � .. xa t_o'rc G'Qpil,._ i r p Y I uw.rawtrsx::D r r�crA..:rv-Frly ....r �e Y ,...._...A.�,,._ �,....�,,...W._... r, Ip q 6 +wla^vz _ Vw cm 51, Y n � r� s m w _ s as nu lur rwvn Im-Y ✓ n .. ` F D I.rCJVMiMAP2D F'P4'JMPTHk P.KYt4 M CYf V M!:b'YIWCe A?!MiC,F..bY rDDY1NP/� Z.M. . � _ --- � '..m rri '.,ea r�AWG war;. rm w:xcA•snnaW � ... ...�..—_...."` - 'm""—".-4._.,-`..^..�.....,._..:: ', � ��{..., PROTECT: -A P A Nk_t7 °V 4TCltM: R"-. A —All—1 DVS a ...», _. — �{ 4� ••,....•^•. P111 vn ra aFrr r.,rJv u v Am " r --rr c.�°r�r-. Fu r� - wal.. rau s la nr~a °'�'„n+�*q' h+. � �..,..,,....� — � POOL&DECK wl A xx.x vr,nsv aei. x nry rcr'+ <urxw...T Ar:.w�ra c ,�."r Al._ N r?r ''. L �m.rw:A Y V Pa.L V.M.v r rxr ,qua I n P rn a'. AI'Jw.Par ww ra+z.ms.r-x v+o'rvrD' 'J CUTCHOGUE NY A LANE I�r x�a � � 1600 ALVAHS yr s-:a w . mr. 1 11935 A -A rr- 1 M1 rrf e:r' vv+al rr 'rc-r=1 x.r arze In y mm ..� ¶' *�"`"" �R_ $RA'hNI�IIyCG TITM At;F.n, oFo' rnrz rvc P,IW'raod'r�::rmr wxx,+c.�.K.wRwncr.-:s, _ Irxrrl:l¢ �' �. ... nw�znv:nn9 . PROPOSED FOUNDATION PLAN A � PROPOSED FLOOR PLAN TH4.ai rPFGI cTd i M P`f'IY- L:^CJUI Ws Ch' •—•'•• ,, ..,, ... n AGYtF'I" TG F"tP'Ik4C YkA.h M rf".aY1".RAY'UPZk'. �.. ��� .... �... � ...... •••,,•.. _— ,.••••�•' P F!.-FTJ fA"T FCM Afl W Yir2 O#F'. ili dw m.. Yn-qy;' PAGE M. •"""• ••••'"`""""'• RF.-w SAWI.a D A-101.00 cow a x Mr aae it n w w a c A C IWr Gsr - Greznxrw. oulaD r �. T E'" - -RCNM MM P. -M rNG2 FN-P'ri",a'YIJ - ^�V � / /�4�� 3 OF-4-1 W Ivn r.A-,-a+1..... BE wx l G ry rcr-.r'm� YW IRY:.A1aVA.A5'0F1dr ••••• ••�. .����^..,,� ^�Wes,_�'� '.�, _.e,„„,....�_. DATE 04 29�... �,....,.. _ .. A ear.D'- A 3,P EY /N4 ax H✓GAL P .LTT�AFE •••••• CWm " wh"Dtii P'IT%VN IL.k'Y-uh ••••• �I,I^ — rawwNaJNJ .A1F H AT A M -47W£K:P' RL o 9 I-—H Y.Y'"M4 II A-.AiA1A PS IJ{.Rtt'I" .51 NI R-V'ftAIWAD-.YH. VX-P M11kRVt M1P,. .tE- W L"Y2 P 1. t NI'A GrALRdnNT AI"+ wA w r-#1 Y.VUFI Pr. RYi P P .11 CrY" +E 1.wFVk G 4 rw rcw A ..— ,. ...... '� .......- .....�I�....__ ,.,.............. .... ....... ._------- ,. n.rAxrP."•�rxc::;:z>rrl�.....:rafiasa-:I'rw.'.II .f " ' r A PROPOSED FOUNDATION PLAN PROPOSED FLOOR PLAN A�° At,�R�.,I 1-1a A r1 _ 'A MGY-4N:'.'MT NF.AM't?fi.A'Y­:r1AW CA?NFfrT2M'iCl Afii"J✓}w. a a w J � 17 c v C N O� C::N 'C O a ', „Z x �N Y ❑ W fk 0.v a a71r", 1 aT".Y a dx4'T RY m tv"iWu'X:,. d � C crn t Ua ,...�a .._--- U C L TYPICAL DECK ELEVATION Q V) --........... ....................... 0) 14 ....................__ m......... -- .. Q .. ... ........._. M .— r r~K..rxTM.w .11 VI L ,, ry ..._.. .....,.,,.__. r1..-vµ a � .uv � d ��Ora .b r x, ; f PROPOSED POOL ' ECTnON H/A-201 ............... ...,.2/A 201 — ..... --- = — PROPOSED.a.�... OT TUB SEGTIO 2 mmmmww:: _ ..... _.._._._._._._,_. _. .....----................ ......... .._____ .................. ...................... _____ .... .,,. .... ... PROJECT: MOLTZ POOL& DECK a ra �� n 1600 ALVAHS LANE gquu�� // CUTCHOGUE NY 11935 ., ax'1t fL.r^ 'A�':A'.i.RCi,I ....... .................__.. N ,C d°C N4 SRK.GO Il"ra 't°',R �,✓' PP7C�_ r rrn ca,i/ , OF4AVJING TITRE. '""r ° "' car, "a.,:, "� V PROPOSED EXTERIOR ELEVATIONS x IXJAFtX` i?I.CK QG'X' ws ✓/ ytC P"n.lXh+lab F P PoVS Fpl,2 PROPOSED POOL SECTION DESIGN DETAILS n f ,Flb fx)i^ICxM.w.:AY.{r-J�k...Y �°nRmFLL YlEL1Y ^WhwM v, `�. a ( ! PAGE: rcrmrv� A5 Y t .� q nY lu"m no ea v .L 'e r CLM1 "y ., Y R kYi !CiT!:x A 20100 rvrx.x r cre:' .,., I Ell cs'r u n ..ro �le ., ,, < p '-- j I"> e v,i'.+w ?'", 4J ref ,�,"_r qua,. rx>. �� I,. °� o!s" DATE 04/29/24�,1 4 OF4 � � �""� �,� " ,r lurvsa w Llrcar..Ys, � � -�,r•�� M rv�a�w'""� rwm:m�. .:r. �-�.rw, eov�.a �n'q '� ice, c. rrvr M4�"{�N^��R"f;L54�6l:t �"'M�h,� ��r51'•rt1�4 IU L'. ,.''4fII ..._ a � ( K)IW' Fl i f.l"1 L Yx l PROPOSED FOOL MOT TUB WALL DETAIL EXTERIOR WOOD DEC�C DETAILt EXTERIOR WOOD STAIR DETAIL a ... U " 50767 - A$scssoRs 51TE PLAN HATCH KEY: PROPOSED BUILDING ADDITION i d ® PROPOSED ACCESSORY STRUCTURE � J✓ � `� . Q PROPOSED 2ND STORY ' Lu fa M c: V) _ O O w y yk c,•.. A ?7CD O O N Lo cu — PROPOSED ,�CESSORY RAI SED POOL HOT °`� r ��` . :^*E .x fi � ' ;, r j: f c x N 7UE3 W 1 TH N0OD DECK + m C9 N0 O .� I. � as +•" � :4 , �� CT DATA • �f�'�,�. � ' ���` ?'•, \,Yi .yf"y`�'gib / a a I� A Y• p..Y, sAp ' ; { ,,fit.� .r. ��'.. ,"�pu* y' a. `s, I' t 4�j .}'` •�•. eY.ii�- ►, "" not ,'4+I= b .E S T�TE � •� �• __ , O SOPH I PROJECT / ZONING DATA �/ \LO✓I \I �' '° , '`, .I ..��i�k dd. .q{" 1. � ° ' y`'t`„ F •}, '•,(ya t TAX MAP # 1000-102 —25 —I ZONING DISTRICT AG NON-CONFORMING 4 °• '',cr:�,°� ¢ .' R° " ' � : , r'„� r M' q•� EK w 34 a \Y G a• a ah f eN ✓(, _ _ — S �f• �.`.�• u'` >L.,E c { r h`fi '.t`:Ri �t.r"r ,. .,0.�'4i. �" ,.•��"WrP4"•'+4 r.A a A..� � � �w F# � ` . LOT AREA 1.0 ACRES PfiROP. �� OC. O� EXIST. — LUNG � � 4-1 . * � �. � ,�, k• � . � � L OofO MAIN DWE # O 05/06/16 Z24332 8'X 12 " SHED I HOT. DETACHED GARAGE 4 CofO -COVERED PORCH 12/50/15 #38008 " �, '• `� ' { n, a " ` CofO - SHED 02/01/05• #Z30736 � �CCESSORI' SIDE , .;�< �::. •� :;9�' A�w \��" ' ' . ':Y ?:,,�... � � � LL� U � PRIOR VARIANCE APPROVAL 02/0-1/08; #6120 ' }" 0 x f ` .� ° " '' r •- 4 �,N.., PRO 22. FS POOL LOT GOVERAOE LOCATION MAP I n�n11 I LD TOWN CODE 250 - 124 ) W ( Q U I ��. � � 8I I N � 5GUTHO � SCALE• NTS Q I _ 1�I G 1 DESCRIPTION (FOOTPRINT) AREA COVERAGE FfiROIt� FOOL - �lG J ' I I� m -OTAL LOT AREA 42,01.76.0 S.F. PER N`I'S CODE I — lF— nj I EXISTING DWELLING 1,203.4 S.F. 2.830 PROP. POOL DRYI^4ELL; MIN. i 18 Q, EXISTING COVERED PORCH 160.0 S.F. 0.450 —QQ ,QQ PROJECT LOCATION &SCOPE 5 ' FROM PROPERT`I' LINE; I E TTINO ACCESSORY GARAGE 500.0 S.F. 1.29 SITE PLAN & ZONING DATA SEE DETAIL THIS P EE _ M�N• I N/O/ ESTATE EXISTING SHED 100.4 S.F. 0.2% OF SOPH I E PROP. DWELLING ADDITION - 1,832.0 S.F. 4.34b GENERAL NOTES PECK K/ —OO2 ,QQ O 'X-T ' HOT TU5 I K LOSIG I PROP. DWELLING I IO NG ADDITION ENERGY TABLE PR P � � � I LIVING AREA W/ ENTRY STOOP a.O S.F. 0.3� PRO STRUCTURAL DESIGN CHARTS PROP. ACCESSORY GARAGE r I EXI STI NC TRELLIS ADDITION 85.0 S.F. 0.23b EXIST. SHED TO ESE I I POOL I I �— I Q ,QQ PROPOSED FOUNDATION PLAN 'OTAL AREA OF ALL STRUCTURES 3a8a.8 S.F. a.34o RELOCATED PROPOSED FLOOR PLAN EXIST. ACCESSORY STRUCTURE REQUIREMENTS 20 C14Rt4�E SOUTHOL 1.0 I D TOWN GODS (280-15) PfiROP. RAISED I I A-20 1 .00 PROPOSED EXTERIOR ELEVATIONS I WOOD DECK POOL PROPOSED COMPLIES PROPOSED POOL SECTION DESIGN DETAILS MINIMUM SIDE YARD 15.0' 20.0' YES MINIMUM REAR YARD 15.0' 283.1' YES N 4'-0" H 1 C H POOL W FENCE AS PER DRAINAGE SYSTEM INSTALLATION NOTES: NYS CODE 0 A MINIMUM 10' SEPARATION 15 REWIRED BETWEEN DRYWELL5 i I WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC CI.J' COMPONENTS, LEACHINO FIELDS, SEWER COMPONENTS, OTHER 1 I I DRYWELL5, AND THE EDGE OF ALL FOUNDATION WALL5 2 w EXIST. I • A MINIMUM 5' SEPARATION 15 REQUIRED BETWEEN DRYWELL5 I STRY I PROPERTY LINES • A MINIMUM 20' SEPARATION 15 REQUIRED BETWEEN DRYWELL5 AND DV�I=�'�-I NCB; I BURIED PROPANE FUEL TANKS. PROJECT: N67 PART OF I CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL N/O/F ' THIS FILING — _ —I N/o/ LAND MOLTZ MICHAEL � � I= -_r I o� �ROHOSKI i<AL05K1 I � � FOOL & DECK �- 10.8 —TE3AC< 8" THICK CONCRETE SLAB EXISTING ' O CO ED CRASS SHOULDER AREA (T1'P.) NLETDIAMETE ORATER FRAME ETE CUTCH GUE NY 1935 NI PORCH = OR DEFINED SURFACE COVER DRAWING TITLE: 0 1 PROJECT LOCATION & SCOPE - — _I-- SITE PLAN & ZONING DATA of - - — ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ N i — — —__ _ __.__ _ , 100.0 --I — I I- PAGE: �7 0840 W — _ z — ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ -0 0 0 AV --� -- ! I- -_---) DATE: 04/29/24 1 OF 4 51TE LAYOUT NOTES: _- - OI- O✓ D 51TE �� I `� 1. THI5 15 AN ARCHITECT'S SITE PLAN $ IS SURVEYOR.5U5,JECT TO THE (FICATION 5Y INFORMATION A LICENSED N PRECAST GONG. SCALE: I = 15-O REPRESENTED ON THIS 51TE PLAN 15 TO THE OROUND LE GH I NC RI NC. SEE ARCHITECT'S BEST OF KNOWLEDGE. WATER CA, , CALCUL,4TIONS ON 2. 5URVEY INFORMATION WAS OBTAINED SITE FLAN FOR REQ'D FROM A SURVEY DATED MARCH 25, 1996 r AND PREPARED BY: EFFECTIVE DEPTH PEGONIG SURVEYORS, P.G. 2'—O" DIAMETER AS N.Y. STATE LAND SURVEYOR MIN. PER S 1 TE PLAN MIN. 12 0 TORAVELER STREET CLEAN SAND GRAVEL FILL � •° ` SOUTHOLD, NY Ila-7l DRNrNELL DETAIL (631) 'i65-5020 SCALE: 115" = 1'-0" CARPENTRY WOOD FRAMING MATERIAL STANDARDS PLUMBING a \ / NOTES $ 5FEG I F=I f ATI ON5 I. ALL LUMBER SHALL BE DOUGLA5 FIR LARCH #2 4 BETTER (Fb = e'15) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) A55RE Y I AT I ONS IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THI5 CONSTRUCTION DOCUMENT BINDED OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY SYSTEMS TO NY5 PLUMBING GOD_ AND NYS DEC RECULATION5. TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAYING � -� BOARD INSUL• INSULATION 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED 2. PROVIDE HOT AND GOLD 5HUT OFF VALVES AT ALL FIXTURES. SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 5" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR BFE BASE FLOOD ELEVATION INT. INTERIOR GREATER STRUGTURA.L SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 3. ALL WATER PIPING TO HAVE CLEAN OUTS AT ALL CHANGES IN DIRECTION Q GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT AND AT BASE OF VERTICAL WASTE PIPES. PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (I) 2"xb" (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD BLDG. BUILDING K KIPS (1000 LBS) I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE LJJ APPLICABLE BUILDING DEPARTMENT. IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. GOUNGIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER BM BEAM MANU. SPEG.'s MANUFACTURER'S SPEGIFIGATIONS APPLICABLE AS A DERIVED WORK). FOOT. J co 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMIN6 USE 16 GAGE METAL JOISTS HANGERS BY "TEGO" OR B.O. BOTTOM OF MAX. MAXIMUM EQUAL I. IDENTIFICATION: ALL SOLID-5AWN LUMBER, GLUED LAMINATED TIMBER, 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: a-J (V ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING PREFABRICATED WOOD I-J015T5, STRUCTURAL COMPOSITE LUMBER, - DISH WASHER.........................................2" Q STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL - KITCHEN SINK........................................211 BOT. BOTTOM MECH. LMEGHANIGAL C 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING - LAVATORY...............................................2° B.O.W. BOTTOM OF WALL MIN. MINIMUM b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, RULES SPECIFIED IN I.I THROUGH 1.8. SHOWER/TUB........................................... .0 O AND AUTHORITIES HAVING JURISDICTION. 6. D I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, LAUNDRY ..................... 3 G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF Ig88 +-� 0Y } C9 4. ALL UNNOTED OR NON-VISIBLE EASEMENT'S ARE THE RESPONSIBILITY _ 2 L OF THE OWNER/BUILDER """""""""""""3 COL. COLUMN NYG BG NEW PORK CITY BUILDING GODS O O N z O INCLUDING END-JOINTED AND EDGE GLUED LUMBER, SHALL BE IDENTIFIED FLOOR DRAIN................ 7. ALL BEAMS, 61RDER5, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY a- '� In WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE b. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" >, 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE THROUGH ROOF. CONT. CONTINUOUS O.G. ON CENTER X SHALL BE CLARIFIED WITH THE ARCHITECT/EENCINEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"xl0" UNLESS OTHERWISE NOTED. O CV &RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR DBL. DOUBLE OGG. OCCUPANCY 0 0 0 � C9 WITH THE WORK. q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE 7. PROVIDE FROST-PROOF HOSE SIBS WITH EASILY ACCESSIBLE DRAIN 4 � O m r•- 6. NO DEVIATIONS OR CHANGES TO THE 5TF UGTURAL SYSTEM SHALL BE MADE F.T• REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. DRAIN COCKS AS REOV. H05E 5155 SHALL BE PROVIDED WITH BACKFLOW DFE DESIGN FLOOD ELEVATION O-H. OVERHANG � CV Ln PROTECTION. C O c6 UNLESS APPROVED BY THE ARGHITEOVENOINEER. 10. ALL EXTERIOR 5HEA7HIN6 SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. DIMENSION PBFE PRELIMINARY BASE FLOOD ELEVATION Q O d 2 O 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE 6-005. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A I q0.1 STRUCTURAL GLUED LAMINATED 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TU55 ARE TO BE PROVIDED ROOF AND IS OF CDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. WITH BACK FLOW PROTECTION. BEFORE THE START OF FRAMING D.J. DECK JOISTS P. GONG. POURED CONCRETE FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 13. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE. WOOD I-JOISTS SHALL MEET THE PROV151ONS OF ASTM P5055 HEALTH DEPARTMENT STANDARDS AND RE&ULATION5. EA. EACH PL. PLATE II. SUB FLOORING, GENERALLY, TO BE OF 5/4" THICKNESS AND OF CDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE NAILING AS PER FASTENING SCHEDULE ON PAGE 0-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THI5 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR �LEV. ELEVATION PLYWD. PLYWOOD 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL TO CONGEALMENT OF PLUMBING. REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE EQUIP. EQUIPMENT P.T. PRESSURE TREATED A CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L.APPROVAL EXTERIOR SHEATHING TO BE COVERED WITH TYVEK HOUSE WRAP OR EVALUATION REPORT. II. NOTCHIN& AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. APPROVED EQUAL. NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED EXIST. EXISTING REQ'D REQUIRED II. THESE SET OF DRAWINGS ARE THE PROPERTY D ITHOUTANTHONY ITTEN LO, RA 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES NOR ANY POTENTIAL DAMAGE THEREOF. �J AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF EXT. EXTERIOR Ri RISER PERMISSION FROM THE ARCHITECT. ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF 12. PER NYS PG 425.4, A 4"x3" CLOSET BEND SHALL BE AN ACCEPTABLE r 1 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 14. PROVIDE 'X' CRO55 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOGUMEN THE WATER CLOSET CONNECTION. WHERE A 3" BEND IS UTILIZED, A 4"x3" FLANGE F.A.I. FRESH AIR INTAKE M. ROOM v EXCEED 8'-O" AND AT EVERY 8'-O". SET FORTH ISOVERNINS NUTHE INO CODE, AND MAN MANUFACTURER'S CODE ADDITIONAL EVALUATIO NUREPORTTS AS SHALL BE INSTALLED TO RECEIVE THE FIXTURE HORN. FAR FLOOR AREA RATIO R.R. ROOF RAFTER RESPONSIBLE FOR DESIGN INTENT ONLY, m 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U51NO PREFABRICATED F.A.V. FRESH AIR VENT STL. STEEL 4- J W 6-004. WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS, DOCUMENT, THE 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL &OVERNIN6 BUILDING GORE, AND ANY ADDITIONAL REQUIREMENT5 AS FOUNDATION, CONCRETE. AND MASONRY FF FINISHED FLOOR S.V. SMART VENT TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS SET FORTH IN ANSIITPI I NATIONAL DESIGN STANDARD FOR METAL PLATE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT �- RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN CLASS AND LEAVE WORK NECESSARY. CONNECTED WOOD TRU55 CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE FF ELEV. FIRST FLOOR ELEVATION TBD TO BE DETERMINED BROOM GLEAN. 1'1. PROVIDE ALL NAILING AND 5TRAPPING ADDRESSED ON PAGES 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. 5U5-CONTRACTOR5 IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. F.J. FLOOR JOISTS , TEMP GL. TEMPERED GLASS 15. THE CONTRACTOR SHALL CARRY WORKMAN'5 COMPENSATION AND GENERAL I6. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. GYPSUM: 6YP5UM MATERIAL U5ED IN A STRUCTURAL APPLICATION SHALL c LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL GORES MEET THE PROVISIONS OF A5TM G36 SPECIFICATION FOR GYPSUM 2. ALL FOOTIN65 TO BEAR ON FIRM, VIR61N, UNDISTURBED SOIL FOUND. FOUNDATION THK. THICK AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THIGKNE55 OF WALL ABOVE. SUB WALLBOARD, A5TM G3-1 SPECIFICATION FOR GYPSUM LATH, OR A5TM G7q _ FLOOR SHALL NEVER EXCEED A I6" SPAN. 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF SPECIFICATION FOR &YP5UM 5HEATHIN6 BOARD. 5. 501L TO HAVE MIN. BEARING CAPACITY OF (I) TON/5Q. FT., U.O.N. FRGE FLOOD RE515TANT CONSTRUCTION ELEVATION T.O.W. TOP OF WALL I THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 17 HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE,UNLESS FR. FRAME Tr TREAD COMPLETION OF PROJECT. AS PER PAGE 6-003. MEET THE PROVISIONS OF ANSI/AHA A135.4 5A51G HARDBOARD OF OTHERWISE NOTED 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 20. "P.T." SPECIFIES PRESSURE PRE5ERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. FRPR. FIREPROOF TYP. TYPICAL Q ARCHITEGT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND ACCORDANCE w/AWPA 022; WHERE DRILLING AND CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. /OR GUTTING OCCURS, FIELD 5. WALLS TO BE POURED AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER Lel STRUCTURAL PANELS: FTC. FOOTING U.O.N. UNLE55 OTHERWISE NOTED 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF 1.8.1. PLYWOOD: PLYWOOD USED IN 5TRUGTURAL APPLICATIONS SHALL UNTIL 151 TIER OF FRAMING IS IN PLACE. GYP. BD. GYPSUM BOARD VERT. VERTICAL THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO CONTRACTOR IS TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. H.D. HOLD DOWN V.I.F. VERIFY IN FIELD INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, ITSELF INGLUDIN6 THE LOSS OR USE RESULTING THEREFROM). (5) 15 CAUSED IN ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY WHOLE OR IN PART BY ANY NEOLIOENT ACT' OR OMISSION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR 8. ALL OPENIN65 FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED HDR 11 HEADER w/ WITH CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE SOLID WITH CONCRETE. EMPLOYED BY ANY OF THEM,OR ANYONE FOR WHOLE ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. HNGR HANGER WD. WOOD BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A A. WEYERHAEUSER TTZUS JOIST 2.OE MIGROLLAM LVL q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE &-003. PARTY INDEMNIFIED HEREUNDER. B. OEOR61A PACIFIC 2.OE 6-P LAM LVL 1.5.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND HOR. HORIZONTAL ZR ZONING RESOLUTION P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 A. WEYERHAEU5ER TRUS JOIST 2.2E PARALLAM P5L THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY DAYS OF 4,000 P.5.1., U.O.N. BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING ALL TO BE INSTALLED AS PER MANU. 5PEC.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR GONG. SLABS L REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH 6 TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN65, SPECIFICATIONS, 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER APPLICABLE CODES AND 600D PRACTICE. DEVIATIONS FROM THE DRAWINGS FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFAGTURER'5 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. AND SPEGIFIGATIONS WILL NOT BE PERMITTEED WITHOUT WRITTEN GORE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY AUTHORIZATION OF THE ARCHITEOVENCINEER. REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 15. BRICK VENEER TO BE ANCHORED WITH CORRO51ON RESISTANT TIES - Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWIN65 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID 5AWN RAFTERS SHALL EVALUATION REPORT. (1) WALL TIE PER (5) 50. FT. NEEDED, UNLESS OTHERWISE SPECIFIED. ALL. DIMENSIONS AND CONDITIONS NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE PERTAINING ARE TO BE FIELD VERIFIED. OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-51XTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AIg4.1 CELLULOSIC MAX. 52'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0205 STANDARD SPECIFICATION FOR WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. FROM FOOTING TO 2" ABOVE FINISH GRADE. 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S Le>.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN SPECIFICATIONS, UNLE55 NOTED OTHERWISE, 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENT5 OF U.S. 16. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I OF 40°F AND FALLING, UNLESS APPROVED BY ARGHITEOVENGINEER. NO 22. PROVIDE FIREBLOCKINC AS PER NEW YORK ACCESSIBILITY STANDARDS. THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (P5- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL CONCRETE SHALL BE PLACED ON FROZEN SURFACES. HOLES SHALL NOT EXCEED 440% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. REPORTS. 1-1. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY UNAUTHORIZED USE UNDER FEDERAL LAW 51' THE ARCHITECTURAL WORKS NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. ARCHITECT/ENGINEER. COPYRIGHT PROTECTION ACT OF IggO (AWCPA), WHICH HAS SEVERE PENALTIES. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. 18. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, WHERE EVER APPLICABLE. GENERAL WIND PROTECTION CONNECTION NOTES: NOTES, AND TABLES ON PAGE 6-005 4 G-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN5I/A5ME B 15.2.1 SQUARE AND ADAPTED FROM STANDARD FOR HURRICANE RE515TANT RESIDENTIAL SPECIFIES THE REOV NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). Iq. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A CONSTRUCTION;55TD 10-1111 AND 20I8 SBG HIGH WIND EDITION WOOD FRAME SPEGIFIGATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING MIN. 10" DEEP PROJECTING b" ON EACH SIDE OF THE FOUNDATION WALL. CONSTRUCTION SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG SCREWS: LA6 SCREWS OR LA6 BOLTS SHALL COMPLY WITH ANSI/ PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK w 1. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. 5PEC.'s). ASME BI8.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). CONCRETE 5LA55 TO HAVE bxb 10/10 WELDED WIRE REINFORCING. FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 2.2.5. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED V 2. APPROVED CONNECTOR5,ANCHORS AND OTHER FASTENING DEVICES NOT 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN A5 IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 5" INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2506 OF IBC SHALL WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END &RAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, DEEP 4 3'-0" BELOW GRADE. BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. TREATED WOOD 4 FLA514I146. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS 3. METAL PLATES, CONNECTORS, SCREWS, DOLTS AND NAILS EXPOSED WALL w/ STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. SECURE w/(2) I/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL EXIST. WALLS 4 12 B E W " LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND MECHANICAL CONNECTIONS: T �J' �301'� CLIMATIC & OOORAPHIC DESIGN CRITERIA AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" GAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS a WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS 5HALL I. ALL MECHANICAL CONNECTIONS SPECIFIED AS SIMPSON MAY BE 0 4. WHERE WINDOWS AND DOORS INTERRUPT' WOOD STRUCTURAL PANEL MEET THE REQUIREMENTS OF THE 60VERNIN& BUILDING CODE AND ANY SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. GROUND SNOW LOAD 25 LB5 SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE ADDITIONAL REQUIREMENTS ASSET FORTH IN THE MANUFACTURER'S PROVIDED AT THE TOP AND BOTTOM of CRIPPLE STUDS, HEADER STUDS IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ CODE EVALUATION REPORTS 2 THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED ALLOWABLE PROJECT' AND AT LEAST ONE STUD AT EACH SIDE: OF OPENING. STANDARD SHEARWALL HARDWARE (w . ./ NOTED VALUES) 4 ANCHOR BOLTS, 5TRUCTURAL MEMBER BASIC WIND SPEED 150 MPH U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 5" LONG 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD BY SIMPSON MANUFACTURER. DEFLECTION 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING w/6" RI5E 4 w/(2) 5/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LEGS SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATEGORY B RAFTERS EXCEPT WHERE COLLAR TIES OF I"x6" OR 2"x4" LUMBER 15 SET b" DIST., U.D.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 0-003. INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL L/I50 M O LTZ LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY W/ NO FINISHED CEILING ATTACHED TO RAFTERS SEISMIC DESIGN CATEGORY B RAFTERS. SWIMMING POOL 4 HOT TUB SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE LOADING VALUES ARE LE55 THAN WHAT IS SPECIFIED BY "51MP5ON' POOL & DEC K I. IN-GROUND POOLS SHALL BE DESIGNED AND CONSTRUCTED IN CONFORMANCE AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE INTERIOR WALLS 4 PARTITIONS WOO 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. WITH ANSIAPSP/IGG 5 (AMERIGAN NATIONAL STANDARD FOR RESIDENTIAL MANUFACTURER'S CODE EVALUATION REPORTS. 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED WEATHERING SEVERE INOROUND SWIMMING POOLS, 2011) 1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY 2. PERMANENTLY INSTALLED SPAS AND HOT TUBS SHALL BE DESIGNED AND 2.2.7. SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASME B 15.6.1 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER FLOORS 4 PLASTERED CEILINGS L/360 FROST LINE DEPTH 16 WITHIN 4 OF EXTERIOR CORNERS. CONSTRUCTED IN CONFORMANCE WITH ANSIAPSP/IGG 6 (AMERIGAN NATIONAL WOODSCREWS (INCH SERIES). MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. 6. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED STANDARD FOR RESIDENTIAL PORTABLE SPAS AND SWIM SPAS, 2013) ALL OTHER STRUCTURAL MEMBERS L/240 1600 ALVAHS LANE 3. AN OUTDOOR 5WIMMING POOL SHALL BE SURROUNDED BY A TEMPORARY b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER TERMITE MODERATE TO HEAVY TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER BARRIER (MINIMUM 48" IN HEIGHT) DURING INSTALLATION OR CONSTRUCTION SPECIFICATIONS OF THE PRODUCT BEING INSTALLED CUTCHOGUE, NY 11935 OF J" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE THAT SHALL REMAIN IN PLACE UNTIL A PERMANENT BARRIER IN COMPLIANCE SWIMMING POOL 4 HOT TUB EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 ICE BARRIER REQUIRED YES PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR WITH LOCAL AND STATE RESIDENTIAL BUILDING CODE5 IS PROVIDED. 1. IN-GROUND POOLS SHALL BE DESIGNED AND CONSTRUCTED IN CONFORMANCE '1. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN CONCRETE/MA50NRY 4. SWIMMING POOLS SHALL BE COMPLETELY ENCLOSED BY A PERMANENT WITH ANSIAPSP/IGG 5 (AMERIGAN NATIONAL STANDARD FOR RESIDENTIAL ARCHITECT EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 FOUNDATIONS. ANCHOR BOLTS SHALL 51E LOCATED WITHIN 12" OR CORNERS BARRIER COMPLYING WITH SECTIONS R326.4.2.1 THROUGH R326.4.2.6 OF THE IN&ROUND 5WIMMIN0 POOLS, 2011) DRAWING TITLE: AND AT SPACING NOT EXCEEDING 4' ON, CENTER. 2020 NY5 RESIDENTIAL CODE. 5. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM 5. BARRIERS, BARRIER GATES, LATCHES, ALARMS AND MECHANICAL FUNCTIONS 2. PERMANENTLY INSTALLED SPAS AND HOT TUBS SHALL BE DESIGNED AND HANGER SHALL BE ALLONED TO BE SUBSTITUTED WITH A TOP MOUNTED EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 GENERAL NOTES SHALL COMPLY WITH SECTIONS R326.4.2.1 THROUGH R326.7.3 OF THE 2020 NYS CONSTRUCTED IN CONFORMANCE WITH ANSIAPSP/IGG 6 (AMERIGAN NATIONAL BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. CODES AND REFERENCE STANDARD: RESIDENTIAL CODE. STANDARD FOR RESIDENTIAL PORTABLE SPAS AND SWIM SPA5, 2013) ENERGY TABLE I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK STRUCTURAL DESIGN CHARTS STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 SITE WORK 3. AN OUTDOOR 5WIMMING POOL SHALL BE SURROUNDED BY A TEMPORARY NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR BARRIER (MINIMUM 4511 IN HEIGHT) DURING INSTALLATION OR CONSTRUCTION STATE ENERGY CONSERVATION CONSTRUCTION CODE. THAT SHALL REMAIN IN PLACE UNTIL A PERMANENT BARRIER IN COMPLIANCE 57FUG7URAL DE51CAN LOADS 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, WITH LOCAL AND STATE RESIDENTIAL BUILDING GORES IS PROVIDED. 2. REFERENCE STANDARD USED FOR ALL HOOD FRAMING, CONNECTIONS OF RECEIVE CLARIFICATION FROM ARCHITECT/ENGINEER PRIOR TO PROCEEDING. WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME 4. SWIMMING POOLS SHALL BE COMPLETELY ENCLOSED BY A PERMANENT PAGE: CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER ASSOCIATION 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. BARRIER COMPLYING WITH SECTIONS R326.4.2.1 THROUGH R326.4.2.6 OF THE USE FLIVE LOAD DEAD LOAD (AF4PA) AMERIGAN WOOD COUNCIL (AWG). STOCKPILE TOP501L OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING 2020 NY5 RESIDENTIAL CODE. _ Idpolk IF v 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE SITE. STOCKPILE ALL EXCAVATED MATERIALS. 5. BARRIERS, BARRIER GATES, LATCHES, ALARMS AND MECHANICAL FUNCTIONS EXTERIOR BALCONIES 40 psf 15 psf PLUMBING CODE. 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE SHALL COMPLY WITH SECTIONS R326.4.2.7 THROUGH R326.7.3 OF THE 2020 NYS ■ ROOTS, ROCKS,AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE RESIDENTIAL CODE. DECK5 40 psf 15 psf 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. MECHANICAL GORE AND 2020 NEW PORK STATE FUEL GAS CODE. 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. PA55ENCER VEHICLE 6ARACES 50 psf AS PER PLAN 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201"1 NATIONAL ELECTRIC UNINHABITABLE ATTICS WITHOUT STORAGE DATE: 04/29/24 2 OF 4 GORE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION (MAX CLEAR HOT < 42") O psf 15 psf CONSTRUCTION CODE. GYPSUM WALL BOARD ELECTRICAL: UNINHABITABLE ATTICS WITH STORAGE 20 psf 15 psf I. 6YP5UM WALL BOARD SYSTEMS SHALL EE OF A TAPE JOINT AND JOINT I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM (MAX CLEAR HOT > 42") COMPOUND METHOD. TO 2011 NATIONAL ELECTRIC CODE, NFPA 70 AND 2020 NEW YORK STATE HABITABLE ATTICS 4 ENERGY CONSERVATION CONSTRUCTION GODS. ATTICS SERVED BY FIXED STAIRS 30 psf 15 psf 2. ALL &YP5UM BOARD SHALL BE 1/2" ON HALL5 AND CEILING, UNLESS OTHERWISE NOTED. WATER RESISTANT (W.R) AT BATHROOMS AND WHERE 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON ROOMS OTHER THAN SLEEPING ROOMS 40 psf IS psf DEEMED APPLICABLE. COMPLETION OF WORK. try. 3. 5/8", ONE HOUR RATED, TYPE 'X GYPSUM BOARD ON CEILING AND WALLS 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: SLEEPING ROOMS 30 psf 15 psf Rif psf rya ^ K ;r r''"S X� (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET - GENERALLY, VERIFY OR PROVIDE HARD WIRED IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODJING SMOKE DETECTORS w/ BATTERY BACK-UP IN: STAIRS 40 psf 15 psf4 l EQUIPMENT,CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL 1 CONCRETE PANELS OF 5/5" THICKNESS MINIMUM. A. EACH 5LEEPING ROOM . { - - GUARDRAILS AND HANDRAILS 200 psf 15 psf t f 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE B. OUTSIDE OF EACH SEPARATE 5LEEPING ' I `� TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS AREA IN THE IMMEDIATE VICINITY OF TO DRY BETWEEN GOATS. FINAL GOAT TO E3E SANDED SMOOTH. THE BEDROOMS (GENERALLY THE HALLWAY) ROOF LOADING (LIVE GROUND SNOW LOAD) 25 psf 15 psf r. ;4- '��_ r s 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND C. EVERY LEVEL OF DWELLING ALL OPENINGS. (BASEMENT, FIRST FLOOR, 4 SECOND FLOOR, ETC.) "'ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-003. A50E 7-16 (MINIMUM DESIGN LOADS FOR BUILDIN65 AND OTHER STRUCTURES) _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT CL WOOD FRAME (L.G. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) Lu NEW WOOD FRAME (L.G. NEW FOUNDATION WALL W W co STL. WHEN APPLICABLE) J M NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL E to WOOD FRAME (L.G. STL. ® P05T FOR 4" WALLS b7 WHEN APPLICABLE) (MIN. (2) 2"x6" 5TRUCTURAL O P05T FOR b" WALLS), U.O.N. _ -0 >:ry 0 WOOD FRAME( .G. STDL. .O O N Z O WHEN APPLICABLE) d '� ul Y .� � X :3 CV O O O 4- PROP. POO -O O m FOUNDA71ON PLAN NOTES EQUIP. -J CV � -J ul Q O c. O OO RESERVED O I Y_ i Q n 1 t�2 FOUND $ POSTS FOR ND. DECK: - �2„ 6"xb" P.T. P05T UPON 12"(P P. GONG. PIER7e - DEL D.J.' FOR WOOD 5TAIR5 ® GRADE: 3 4" THK. P. GONG. PAD 8" WIDE x REO'D LENGTH UPON - b" GRAVEL UNDER 2"xl2" P.T. STAIR 5TRINGER5 ® 4 MAX. 16" D.G., U.O.N. (MIN. S STRINGERS) — 2 _g I'-O" \ U W \ o 4—J m RESERVED I I • I I 2 � I _ �: _ NEW 2'xg" N p Q IJJ, I PROPOSED 8'-O" POOL DEPTH r l O.G. NI R I I I I O I I V O P05T S P. GONG. PIER (OUT5HOWER) I I I I I I I Ipl I IeI. I I O 4 x4" WD. P.T. P05T UPON 12 0 P. GONG. PIER AS PER DETAIL 5/A-501. NEW REINFORCED P. GONG. POOL SLAB1. `n/J, O 2. NE ( /10 W.W.M. UPON THK. RIGID FOAM INSULATION UPON I .. I I I I I — _ — — — — — — W 3 6 MIL POLY VAPOR BARRIER UPON I / 4. b" (MIN) GRAVEL BASE I I I I NEW 2"xb" f I I I I ® I6" O.G. f I I •• I I / 1 P PROP. 11 f I I I PROV• / SLOPE POOL I P I SIMPSON J0I5TLA / 1 f I PROP05EP POOL I I H ALL P . I 0 / 1 EXISTING oilATTACHED TO TRELL I5 f I I I x R m / ` ACCESSORY m N w I / 1 GARAGE f I I I I �0I(D I I I I I 1 A-201 f I I II PROPOSED 5'-7" POOL DEPTH � •. I I I a I • ` I I .' I I I I I ° al i I f " " PTDB Ln N - Z w I I I ( I I EXISTING f I I i I GARAGE v f I I I PROP. SPLASH O DECK i x POURED CONCRETE AND STEEL REINFORCEMENT NOTE5: I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT 3 I Q FOUNDATIONS BY AN ANGLE OF 45 PROJECTED OUTWARD AND Lu DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. P I z of I 0 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION 0 — — — — — — — — — — PROJECT: SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER _ 1 �� �— ENCOUNTERED. M 0 LTZ NEW P.T. oll 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. I — — — I DROPPED P.T. I 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT — z I 61RDER POOL & DECK 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 CODE. I PROPOSED A-2oi I WooD DECK ABOVE 2 I � PROP PROP. POOL 5 ALL REINFORCEMENT A5TMA615 GRADE 60B WWM FOR SARS SHALL BLABSEDO NOT ON BE EL - I I I I O I r HOT DECK COATED. Q I I PROH TOTUBD i I ' Q 2 I TUB 800 SQ.FT. 1600 ALVAHS LANE 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS I I 8'-5" A-20j I O CUTCHOGUE NY 11935 SHALL BE STAGGERED. 2-2 I I I 8'-5y2„ p A-201 I 3 �' to, 1. PROVIDE MECHANICAL DEVICES TO H L OLD STEEL 4 HARDWARE IN I _ — DROPPED F.T. DN PLACE AT TIME OF POURIN6 d MAINTAIN REQUIRED CLEARANCES, I 2- 61RDER I DRAWING TITLE: COVERAGES, AND PLUMBNESS. 5. CEMENT SHALL CONFORM TO ASTM 0-55 FOR STANDARD WEIGHT L I A-201 I `t, PROPOSED FOUNDATION PLAN CONCRETE. ;� I �71_0„ PROPOSED FLOOR PLAN i I CONCETE - GOLD WEATHER POURING f CONCRETE MIXTURE I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF — — — — CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE PAGE: HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. 8'-jY2" 8'-2" 8'-jl�2" 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. PF 5. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL A :Lo e oo i CONFORM TO AGI 506. r i- EXIST. 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / CHIMNEY SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO TEMPERATURES WITHIN 10° F OF CONCRETE. DATE: 04/29/24 3 0 F 4 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. REMOVE AS REQ'D. 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS A}Z OW O O PERMITTED WHEN NECESSARY. 00 � "I. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 53° F OR HIGHER o OE AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE EXIST. EXISTING 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. BASEMENT ® _ y DWELLING q. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE EXIST. W/H R �r PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 BOILER (A5TM C494/04cl4M, TYPES G AND E). ri E. f 10. CONSULT ARCHITECT WHEN STEEL EMIBEDDMENT CRO55 SECTIONALv AREAS EXCEED ONE SQUARE INCH. „ 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSEDTO ^ REACHED A COMPRESSIVE STRENGTI•f OF 800 PSI.REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS RE FROF05EL� FOUNr7)A7I ON PLAN FROFOSEr�) FLOOR PLAN 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. SCALE: I/4" = I'-a" SCALE: 1/4" = I'-O" a a 0 w Lu J cu M a +-' N •O 0 O = m ,� O O N Z O 0— •cuLn - � c 2 X N O O O 4-' O m Z c 6 NO O c a r•- � � O W SELF CLOSING/LATCHING SELF CLOSING/LATGHIN5 GATE AS PER NY5 POOL GATE AS PER NY5 POOL CODE CODE 70 U .— m r U 7"rF I GAL D G< ELEVATION Q '— W 50ALE: 1/4" = P-O" W N ------- TOP OF WOOD DECK - ELFzY. O.O' I PROP. WOOD DEGK I I GRADE LEDGER - I COMPACTED / •: , UNDISTURBED O z .. . . .. ... ... I ( EARTH m 55% SLOPE;55% _ -O •,: MAX. ALLOWED I - ry I �i i I iq PROP. WOOD DECK 1- POOL DEEP END FLOOR GR DE LEDGER I m 4'-0" ( I I I m I A-2ol Z w A-201 O PROPOSED FOOL SECTION 1 -1/A-201 FROPOSED HOT TUB SEG710N 2-2/A-201 5GALE: 1/4" = 1'-0" 50ALE: 1/4" = 1'-0" w rr- 0 PROJECT: �-zw ^a � MOLTZ POOL & DECK( otu WOOD DECK— t N in 8 } v= MIN. 4" BETWEEN EDGES OF Q m I-I/2" SQUARE BALUSTER 1600 ALVAHS LANE (STYLE TO SELECT)VINYL LINER CUTCHOGUE, NY 11935 PON STUCCO FINISH SIMPSON H2.5A RAFTER TIE (OR EQUAL) f 00L DRAWING TITLE: 5/4"x6" P.T. DECK 5/4„xb„ P.T. — \ \ \ \ SEE SECTION DECK BOARDS P.T. DECK JOISTS AS BOARDS NO PROPOSED EXTERIOR ELEVATIONS R TED ON PLANS d PLANS FOP, lu DEPTHS PROPOSED POOL /\\ SECTION UNDI5TURBED/\ \ Q 5 4 x R D EARTH i \i\\/\\ II:I� I I HEIGHT P.T. RISER � � � � DESIGN DETAILS \/\/ /\/\/ II II (1) #4 BENT (2) 1/2"IP HOT DIPPED OALV. // // EBAR ® BOLTS ® EA. P05T w/OVERSIZED 5/4 xb P.T. — — — — — — — — —— — — \\\\\\\\\\\\\\\\\\ I I �I• I6" O.G. P.T. D.J. AS = WASHERS 8 END NUT PREBORED DECK BOARDS II 4" GONG. SLAB PER PLAN cV Z INTO BEAM, POST, DEGK TIE +f 2"x BLOCKING ® EA. II°Jr PAGE: II II • X6-IOXIO W.W.M. BETWEEN RIM BOARD ASSEMBELY STRINGER TO MATCH SIZE OF P.T. DECK JOISTS III II• (2) # 4 REBAR CENTER $ UPPER � OF SLAB P.T. BEAM A5 NOTED II bi CONTINUOUS SECURED IN PLACE DURING POUR - Z - cV SOLID BLOCK ® 12 O.G. \/\\/\\ n u 2" RI GI D 0 00mok 3) #4 REBAR \�nl/\/\/ �� ° (2) SIMPSON DJTI4Z (I) I/2"� H.D. GALV. THRU ASTEN STRI GER TO � BLOCKING (MIN. 6 2% 0 � � INSULATION DECK JOI5T TIE ® BOLT w/ OVERSIZED WASHER I° FASTENERS) VAPOR BARRIER EA. POST END NUT PREBORED INTO NoslNe / = Po5T k DEGK JOI5T TIE (rrPJ IS"x18" DEEP P.\ � �\ ,• II° ° J 6" COMPACTED 2"xIV P.T. STRINGERS ® 16" GONG. GRADE/\ ---r-----�1r ' - r GRAVEL BASE 'SIMPSON ABA44 4" THK. x 5" WIDE x WIDTHATE: 04/29/24 4 OF 4 L--- BEAM (4,000 PSI - _ i • • 11. L—_— I ® GOLUMN BASE \% \`//\`//\`// \ ��n�` • •° °°h b OF STAIR P. GONG. PAD EA. STAIRWA ) NGERS O.C. OMI 3 STRI cV 4"x4" P.T. P05T Y \//�# 5 5TIRRUPS --- --- -- /\/� /\/\/S IX \ a—__--_ \r\\ \\ \\ \ y 6RADE 16 O.G. \/ / //\UNDISTuRBEC�j\//� 11 -- 5) #44 REBAR /s ° /� /\/ 2 xb P.T. BLOCK IN BETWEEN \ \ EARTH ` 12"0 'SONOTUBE' FILLED jj EA. STRINGER. FASTENED TO ' Off` `%\`/�`/\/ / /\y p o „ ALL DEGKING SHALL BE FASTENED (I) #4 REBAR/ , // // // // // SOLID w/ P. GONG. olJ P. GONG. PAD w/ la/64 x m OVER EA. PILE \\j ' w/COATED DECKING SCREWS BY ��L/W (MIN. 4,000 P51) z 3-I/2" CONCRETE SCREWS BY ' „ „\ 2 \ \\\/\ /� - "GALISURN" (OR EQUAL) - MIN. "DECK MATE (OR EQUAL) CA (5) SCREWS PER BLOCK o" MIN. �� "+, /•i;`* 4 i GRADE GRADE OT 7UE3 !MALL DETAIL EX7ER I OR V400D STAIR DETAIL �.��. -201.00 50ALE: I" = 1'-0" 2 EX7E I OR MOOD DEG< DETAIL A-201.00 _ SCALE: 3/4„ - ( O „ -201.00 50ALE: 5/4" = 1'-0"