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Home My WebLink About48153-Z TOWN OF SOUTHOLD rt BUILDING DEPARTMENT TOWN CLERK'S OFFICE � SOUTHOLD, NY z...� . 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 #: 48153 Date: 8/5/2022 Permission is hereby granted to: ........ _� ........................w 162 Hall St Brooklyn, .NY 11205 —------- _._ww_..._.....................__......._._....._._._._._._..._._._..._.___._._._._.__ To: Construct additions and alterations (meets town definition of a demo) with attached deck and pool as applied for with SCHD approval. At premises located at: 3480 Orchard St Orient SCTM #473889 Sec/Block/Lot# 27.-3-3.3 Pursuant to application dated . 3/21/2022 and approved by the Building Inspector. To expire on 2/4/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,194.40 SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 CO-ADDITION TO DWELLING $50.00 CO- SWIMMING POOL $50.00 Total. $2,544.40 Building Inspector k TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 u Telephone 631 765-1802 Fax 631 765-9502 Li :/� Date Received APPI..ICATION For Office Use Only �� PERMIT NO. Building lnspector:, MAR 2 12-022 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 DEFT Ownels Authorization form(Page 2)shall be completed. TOWN OF SOU OL Date: OWNER(S)OF PROPERTY: Name-Sam Moyer & Eddie Martinez SCTM#1000- Project Address:3480 Orchard St. Orient NY 11957 Phone#:7186357284 1Email:scmoyer@gmail.com Mailing Address:162 Hall street Brooklyn NY 11205 CONTACT PERSON: Name:Michael Campbell Mailing Address:114 Eagle street 3L Brookly NY 11222 Phone#:2066698067 Email:campbell.michaelb@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:Colin Montoute Mailing Address:1787 Madison Ave #203, New York, NY 10035 Phone#:9176900043 Email: CONTRACTOR INFORMATION: Name:Dave Murray of Murray Design & Build Mailing Address:449 Main St, Greenport, NY 11944 aiy@ resn Phone#:(631) 477-0075 Ema„�l:dmµurra muraydigbulid.com w� .�. DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure WiAddition Alteration ❑Repair ❑Demolition EstimC. stof Project: ❑Other ated00 0 Will the lot be re-graded? ❑Yes WNo Will excess fill be removed from premises? ❑Yes 191No ....... .... ......... PROPERTY INFORMATION Existing use of property:Residence Intended use of property:Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to 'R-80 (Orient, harnleft district) this property? EJYes No IF YES, PROVIDE A COPY. 19 Check Box Afteii, Readlii"%,, 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 afSouthold,Suffolk County,New York and other applicable Laws,Ordbonces 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 an premises and In building(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): 1-(,fe1je 1�14BIr @Authorized Agent 00wner Signature of Applicant: Date: 6-31171 00 2 Z- STATE OF NEW YORK) SS: COUNTY OF J&'t,k 4 e, e being duly sworn,deposes and says that(s)he is the applicant (Name of individual Signing contract)above named, (S)he is the l4t-ehl-l-ee- � (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 j7 ay of—/44" .20 12-19- Nota Public DOROTHY KARWOWSKI WARY PI)SLIC-STATE OF NEW YORK No. 01 KA6202686 QWNE�!l ......................... Qkjolliftod in Kings County Where the applicant is not the owner) My CommiWon Expires March 23, 20_Q�7 I' residing at 131-0 e'-A 4-'�-y /V 7. //90s- do hereby authorize Mr'644W 6*qwe17e,- tc apply on my behalf tlhe I 77o;WO'of Southold Building Department for approval as described herein. ,7 02,2! Alwne s Signature Dite Print Owner's Name/ 2 Buildin y De rtment Aimlication AUTHORIZATION (Where the Applicant is not the Owner) I, ��........� + residing at ,,. ........_� �..�.,�S_' (Print property owner's name) (Mailing Address) _.._... ..................... do hereby authorize...... w-_ _ .. (Agent) to apply on my behalf to the Southold Building Department. _.. 1............. ... . ww... 17..... ZZ- ............. _._... ( ') er's Signature) (Date) (Print Owner's Name) /;Ilk\ NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE AAAAAA 461966216 MCMANN PRICE AGENCY INC 828 FRONT STREET sI * PO BOX 2065 SCAN TO VALIDATE GREENPORT NY 11944 AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER DAVE MURRAY CONSTRUCTION& SAM MOYER&EDDIE MARTINEZ DESIGN INC 3480 ORCHARD ST 449 MAIN ST APT 2 ORIENT NY 11957 GREENPORT NY 11944 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12260245-2 338271 02/22/2021 TO 02/22/2022 F31212022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2260245-2, 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. PRESIDENT DAVID M MURRAY VICE PRESIDENT LISA K MURRAY DAVE MURRAY CONSTRUCTION& DESIGN INC TWO 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 STAT SU NCE FUND 4 �/ DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 152939856 U-26.3 GS983548 EDATE(MMIDDNYYY) C L> CERTIFICATE OF LIABILITY INSURANCE 02/25/2022 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 Kim Swann . .. .... _ . rW m ,,,. W.N. Tuscano Agency Inc. PHONE ac47A1680 PAX ............. 30 2 s E ) PO Box 1027, 950 Highland Ave. NA itt frrpnprpc . aarGa GREENSBURG PA 15601 i I .. m avEr +c �...._ Icu _... Ir151148R�AFP!DRoi�IC�C._... ., WSURERtAn Peleus Insurance CorhFjpgy,,.....,,.... ,.. .............. 54118 INSURED WSURERS:r .,,,.n.,. .. ... .... .... ..,,,,,,,,, ....,�..� Dave Murray Construction & Design I,NSURE.R. .., Inc 449 Main StreetsuRSRo; AI. omrsuER E:..,..... .,.,._...... _...... sL 2 i GREE NPORTNY 11944 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: "I'HIS 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 { TYPE OF INSURANCE e �« a , POLICY NUMBER M OPYYY.„..� 'YY f ...... LIMITS A X X 600GL003381 1-02 02/I5/202 021191202 t 0X � � rtiD ) � 5«000 EACH CLAIMS-MADE X OCCUR ro i tt°'`"°0W''H'unrtwh $ CO�MERCIAL GENERAL L�IABILITY ,MED EXP(Any�Ncrrp $ �� «�J'O tl') ...... « Iwk I ... .. ,,, ...... ..... ...... PERSONAL&ADV INJURY $ 1-000,000, .. ....... ....._.. ..... ... ........ry.... ....... CJENERAW.AGGREG�.. ... .,_ .�.. .. ......... CENT,AGCA*.GArr LIMIT APPLIES PER: ATE $ 2,000,000 PRdJOCK',I 5 COMPIOP AGG $ 2,000,000 POLICY I..... 7G C LOC ,._ ......�........ .._.... ..._...,,_. .. ........ .......... OTHER p d INC.G.. RI $ AUTOMOBILE LIABILITY ,........ BODILY INJURY.,......... ...,.�........,.,�....... ... ........ ... ANY AUTO (Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident),$ 'AurosONLY '.., ,,.Auros HIRED NON-OWNED $ AUTOS ONLY .,„,.. AUTOS ONLY ,_I;kaWt aMa6rxac,N),,,, ..,...._ ........ ....„„..,.. OCCUR ......... EGATE ' CI• ., ....... .„„ ....� '..., AGGR $ UMBRELLA LIAB ....� TnO EXCESS UAB CLAIMS MADE EACH Od,�W"URREI"9....... ..._,.,, .....„... ......... EN WORKERS R AND EMPLOYERS* YIN Nr$ROPArEW MN EMEXE.CUTI'VEE L EACH ACCIDENT $ OFMCkki`AME.h78,iERI;,=.4.DDL`C"� �.........NIA ......._ ... .. ..... ........... ............. (Mandatory&n NH) E L.DISEASE EA EMPLOYEE $ (Mandatory describe urnrdwnr� „.... ............ .............. ..._...,.......... Dr SC:RIW^r'NON OF OPERATIONS bo!ou E.L.DISEASE-POLICY LWIT DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached I more space is required) Carpentry Certificate holder is listed as Additional Insured as per Form #CG2010 12/19, 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. Sam Moyer&Eddie Martinez 3480 Orchard Street AUTHORIZED REPRESEN'rArl Orient NY 11957 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD Generated by EScheck- eb Software C ok No &k r ertlof 61cate ompiiancqlli� Project 2480 Orchard St. Orient Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Alteration Climate Zone: 4 (5572 HDD) Permit Date: 2022-05-31TO4:00:00.000Z Permit Number: Moyer-Martinez Construction Site: Owner/Agent: Designer/Contractor: 3480 Orchard Street Sam Moyer Dave Murray Orient, NY 11957 162 Hall Street Murray Design Build Brooklyn, NY 11205 449 Main Street 781-635-7284 Greenport, NY 11944 scmoyer@gmail.com (631)477-0075 dmurray@murraydesignbuild.com Siab-on-grade tradeoffs are no longer considered In the UA or performance compliance path in REScheck. Each slab-on-grade as.sernbly in the specified chmat:e zone must meet the minimum energy code insuiat ion P-value and depth requirements. Envelope Assemblie5 Ceiling EXIST: Cathedral Ceiling 1,327 24.5 26.0 0.020 0.026 27 35 Ceiling EXIST 2ND FL: Cathedral Ceiling 540 24.5 26.0 0.020 0.026 11 14 Ceiling: Cathedral Ceiling 222 24.5 26.0 0.020 0.026 4 6 Existing wall main:Wood Frame, 24" o.c. - Exemption: Framing cavity filled with insulation Door ED-05: Glass Door(over 50%glazing) 92 0.250 0.320 23 29 SHGC: 0.27 Door ED-06: Glass Door(over 50%glazing) 92 0.250 0.320 23 29 SHGC: 0.27 Window 04: Metal Frame w/Thermal Break 50 0.250 0.320 13 16 SHGC: 0.27 Window 07: Metal Frame w/Thermal Break 25 0.250 0.320 6 8 SHGC: 0.27 Window 08: Metal Frame w/Thermal Break 22 0.250 0.320 6 7 SHGC: 0.27 Window 09: Metal Frame w/Thermal Break 10 0.250 0.320 3 3 SHGC: 0.27 Window 10: Metal Frame w/Thermal Break 10 0.250 0.320 3 3 SHGC: 0.27 Project Title: 2480 Orchard St. Orient Report date: 07/25/22 Data filename: Page 1 of10 Window 11: Metal Frame w/Thermal Break 10 0.250 0.320 3 3 SHGC: 0.27 Window 12: Metal Frame w/Thermal Break 10 0.250 0.320 3 3 SHGC: 0.27 Window 13: Metal Frame w/Thermal Break 10 0.250 0.320 3 3 SHGC: 0.27 Window 20: Metal Frame w/Thermal Break 9 0.250 0.320 2 3 SHGC: 0.27 Window 21: Metal Frame w/Thermal Break 9 0.250 0.320 2 3 SHGC: 0.27 Window 22: Metal Frame w/Thermal Break 14 0.250 0.320 3 4 SHGC: 0.27 Window 23: Metal Frame w/Thermal Break 9 0.250 0.320 2 3 SHGC: 0.27 Window 24: Metal Frame w/Thermal Break 9 0.250 0.320 2 3 SHGC: 0.27 Window 25: Metal Frame w/Thermal Break 9 0.250 0.320 2 3 SHGC: 0.27 Window 26: Metal Frame w/Thermal Break 9 0.250 0.320 2 3 SHGC: 0.27 Window 27: Metal Frame w/Thermal Break 9 0.250 0.320 2 3 SHGC: 0.27 New wall foyer:Wood Frame, 24" o.c. 182 0.0 21.0 0.039 0.060 3 5 Door ED-01: Solid Door(under 50%glazing) 27 0.250 0.320 7 9 Door ED-02: Solid Door(under 50% glazing) 27 0.250 0.320 7 9 Door ED-03: Glass Door(over 50%glazing) 46 0.250 0.320 11 15 SHGC: 0.27 Window 02: Metal Frame w/Thermal Break 6 0.250 0.320 2 2 SHGC: 0.27 Exist wall 2:Wood Frame, 24" o.c. Exemption: Framing cavity filled with insulation -- Door: Glass Door(over 50%glazing) 44 0.250 0.320 11 14 SHGC: 0.27 Existing Floor Assembly 1: All-Wood Joist/Truss Exemption: Framing cavity filled with insulation FLOOR ASSEMBLY 2 NEW:All-Wood Joist/Truss 220 30.0 0.0 0.033 0.047 7 10 FLOOR ASSEMBLY 3 (OVER GARAGE SLAB): All-Wood 94 30.0 0.0 0.033 0.047 3 4 Joist/Truss FLOOR ASSEMBLY 4:All-Wood Joist/Truss 540 19.0 0.0 0.047 0.047 25 25 Crawl Wall: Masonry Block w/Empty Cells Wall height: 5.0' 526 0.0 15.0 0.056 0.065 21 24 Depth below grade: 3.5' Insulation depth: 4.6' Skylight: Metal Frame w/Thermal Break 10 0.420 0.550 4 6 SHGC: 0.25 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Notes: Designer: Studio Skillman LLC and Architect of Record: Colin Montoute Project Title: 2480 Orchard St. Orient Report date: 07/25/22 Data filename: Page 2 of10 CREScheck Software Version : REScheck-Web �(J Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies?7L & Re .ID 103.1, Construction drawings and ❑Complies Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the ❑Not Observable Location on plans/spec:A- mmm building envelope.Thermal 300.00,A-302.00 AND A- envelope represented on ❑Not Applicable 504.00 construction documents. 103.1, Construction drawings and ❑Complies Requirement will be met. 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for Location on plans/spec: a- [PR3]1 lighting and mechanical systems. ❑Not Observable 100.00, a-101.00 Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is Heating: Heating: N ❑Complies Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: :❑Not Observable Location on plans/spec:A- Manual J or other methods Btu/hr Btu/hr 100.00 approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 1HIgh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact.(Tier 3) Project Title: 2480 Orchard St. Orient Report date: 07/25/22 Data filename: Page 3 of 10 Section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions & Reg.ID 402.2.11 Unvented crawl space wall R- R- ❑Complies see the Envelope assemblies [F07]1 insulation R-value. R- R- ❑Does Not table for values. ❑Not Observable ❑Not Applicable 303.2 Unvented crawl space wall ❑Complies Requirement will be met. [FO8]1 insulation installed per ❑Does Not manufacturer's instructions. ❑Not Observable Location on plans/spec:A- ❑Not Applicable 300.00 402.2.11 ,Unvented crawl space continuous � � ❑Complies Requirement will be met. [FO9]1 vapor retarder installed over ❑Does Not exposed earth,joints overlapped Location on plans/spec: A- by 6 in. and sealed, extending at ❑Not Observable 300.00 least 6 in. up and attached to the ❑Not Applicable wall. 402.2.11 Unvented crawl space wall in. In. ❑Complies see the Envelope Assemblies [FO10]1 insulation depth of burial or ❑Does Not table for values. 1011 distance from top of wall. '❑Not Observable j❑Not Applicable 303.2.1 IA protective covering is installed ❑Complies Exception: Requirement is [FO11]2 to protect exposed exterior ❑Does Not not applicable. insulation and extends a minimum of 6 in. below grade. ❑Not Observable []Not Applicable 403.9 'Snow-and ice-melting system .�....,,......µ.... ,.,.� ❑Complies Exception: Requirement is [FO12]2 controls installed. ❑Does Not not applicable. []Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium impact(Tier 2) 3 'Low Impact(Tier 3) Project Title: 2480 Orchard St. Orient Report date: 07/25/22 Data filename: Page 4 of 10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Re .ID 402.1.1, Door U-factor, U- U- ❑Complies 'See the Envelope Assemblies 402.3.4 _ ❑Does Not table for values. [FR1]1 ❑Not Observable U. ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- ;❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 402.5 ❑Not Observable [FR2]1 '[]Not Applicable 303.1.3 U-factors of fenestration products _ ..� ❑Complies Requirement will be met. [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or '❑Not Observable Location on plans/spec:A- taken from the default table. ❑ 600.00 _ Not Applicable 402.1.1, Skylight U-factor. U-� U- ❑Complies See the Envelope Assemblies 402.3.3, ❑Does Not table for values. 402.3.6, ❑ 402.5 Not Observable [FR5]1 ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable Location on plans/spec:A- ❑Not Applicable 300.00 402.4.3 ,Fenestration that is not site built ❑Complies Requirement will be met. [FR20]1 "is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures � � ❑Complies Exception: Requirement is [FR16]2 sealed at housing/interior finish ❑Does Not not applicable. and labeled to indicate:52.0 cfm :leakage at 75 Pa. []Not Observable ❑Not Applicable 403.3.1 !Supply and return ducts in attics ❑Complies Exception: Ducts located [FR12]1 insulated >= R-8 where duct is ❑Does Not completely inside the >= 3 inches in diameter and >_ ❑Not Observable building envelope. R-6 where < 3 inches.Supply and return ducts in other portions of ❑Not Applicable Location on plans/spec:A- the building insulated >= R-6 for 101.00 diameter>= 3 inches and R-4.2 for< 3 inches in diameter. 403.3.2 Ducts, air handlers and filter ❑Complies Requirement will be met. [FR13]1 boxes are sealed with ❑Does Not ,joints/seams compliant with ❑Not Observable Location on plans/spec:A- International Mechanical Code or 100.00 'International Residential Code, as ❑Not Applicable applicable. 403.3.5 Building cavities are not used as ❑Complies Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable Location on plans/spec:A- ❑Not Applicable 100.00 1 High Impact(Tier 1) 2 IMediurn Impact (Tier 2) 3 1Low impact(Tier 3) Project Title: 2480 Orchard St. Orient Report date: 07/25/22 Data filename: Page 5 of 10 Section Plans Verified Field Verified # Framing/ Rough-In Inspection Value Value Complies? Comments/Assumptions & Re .ID 403.3.7 Ducts declared to be within the ❑Complies Requirement will be met. [FR28]3 conditioned space are either 1) ❑Does Not completely within the continuous Location on plans/spec: A- air barrier and within the building ❑Not Observable 100.00 'thermal envelope, 2) buried ❑Not Applicable ,within ceiling insulation in accordance with Section R403.3.6 and the air handler is located completely within the continuous air barrier and within the building thermal envelope and the duct leakage is <= 1.5 cfm/100 square feet of conditioned floor area served by the duct system, or 3)the ceiling insulation R-value installed against and above the insulated duct >= to the proposed ceiling insulation R-value, less the R- value of the insulation on the 403.4 HVAC piping conveying fluids R- R- ❑Complies Requirement will be met. [FR17]2 above 105 °F or chilled fluids ❑Does Not below 55 °F are insulated to >_R- ❑Not Observable Location on plans/spec:A- 3. []Not Applicable 100.00 403.4.1 Protection of insulation on HVAC ❑Complies Requirement will be met. [FR24]1 piping. ❑Does Not ❑Not Observable Location on plans/spec:A- ❑Not Applicable 100.00 403.5.3 Hot water pipes are insulated to R- W4N4W�w R- .�. ❑Complies Requirement will be met. [FR18]2 >_R-3. ❑Does Not Location on plans/spec: A- ❑Not Observable 100.00 ❑Not Applicable 403.6 Automatic or gravity dampers are ❑Complies Requirement will be met. [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable Location on plans/spec: A- ❑Not Applicable 100.00 Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 1 Low Impact(Tier 3) Project Title: 2480 Orchard St. Orient Report date: 07/25/22 Data filename: Page 6 of10 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Re .ID 303.1 All installed insulation is labeled ❑Complies Requirement will be met. [IN13]2 or the installed R-values ❑Does Not provided. []Not Observable ❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable ❑Not Applicable 303.2, ,Floor insulation installed per ❑Complies Requirement will be met. 402.2.8 manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the '[:]Not Observable Location on plans/spec:A- 'underside of the subfloor, or floor 300.00 'framing cavity insulation is in ❑Not Applicable contact with the top side of sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. 402.1.1, Wall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior,the exterior insulation requirement applies (FR10). E] Steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable Location on plans/spec:A- ❑Not Applicable 300.00 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 IMediurn Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 2480 Orchard St. Orient Report date: 07/25/22 Data filename: Page 7 of 10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re Section] 402.1.1, Ceiling insulation R-value. R R- ❑Complies see the Envelope Assemblies 402.2.1, table for values. ❑ Wood El Wood ❑Does Not 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.6 [FI1] EI Applicable 303.1.1.1, Ceiling insulation installed per ❑Complies Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [F]2]1 Blown insulation marked every ❑Not Observable Location on plans/spec:A- 300 ft2. 300.00 ❑Not Applicable 402.2.3 Vented attics with air permeable .. _ ... ❑Complies Exception: Requirement is [FI22]2 insulation include baffle adjacent ❑Does Not not applicable. to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door R- R- ❑Complies Requirement will be met. [FI3]1 'insulation >_R-value of the ❑Does Not adjacent assembly. Location on plans/spec:A- ❑Not Observable 101.00 ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies Requirement will be met. [FI17]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable Location on plans/spec:A- ❑Not Applicable 101.00 402.4.2 Wood-burning fireplaces have �.�_...�_. ❑Complies Requirement will be met. [FI8]2 tight fitting flue dampers and ❑Does Not outdoor air for combustion. ❑Not Observable Location on plans/spec: A- ❑Not Applicable 101.00 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies Requirement will be met. [FI27]1 determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total ❑Not Observable Location on plans/spec:A- leakage measured with a 100.00 pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total 'leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 iOComplies Requirement will be met. [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air ❑Not Observable Location on plans/spec: A- handler @ 25 Pa. For rough-in 100.00 tests, verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.2.1 Air handler leakage designated ❑Complies Requirement will be met. [FI24]1 by manufacturer at<=2% of ❑Does Not design air flow. Location on plans/spec:A- ❑Not Observable 100.00 ❑Not Applicable 403.1.1 Programmable thermostats ._ ... _ ._.❑Complies :Requirement will be met. [Fl9]2 installed for control of primary ❑Does Not heating and cooling systems and ❑Not Observable Location on plans/spec: A- initially set by manufacturer to 101.00 code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies Exception: Requirement is [FI10]2 on heat pumps. ❑Does Not not applicable. ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 12 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 2480 Orchard St. Orient Report date: 07/25/22 Data filename: Page 8 of 10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .ID 403.5.1 Circulating service hot water ❑Complies Requirement will be met. [FI11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable Location on plans/spec:A- ❑Not Applicable 100.00 403.6.1 All mechanical ventilation system ❑Complies Requirement will be met. [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy ❑Not Observable Location on plans/spec: A- and air flow limits per Table 100.00 R403.6.1. ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies Exception: Requirement is [F126]2 through one-or two-pipe heating ❑Does Not not applicable. systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems �� ❑Complies Exception: Requirement is [FI28]2 have a circulation pump.The ❑Does Not not applicable. system return pipe is a dedicated return pipe or a cold water supply' ❑Not Observable pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies Exception: Requirement is [F129]2 comply with IEEE 515.1 or UL ❑Does Not not applicable. 515.Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403.5.2 Demand recirculation water � .� _ .. µ_. . . _.., ❑Complies Exception: Requirement is [F130]2 systems have controls that ❑Does Not not applicable. manage operation of the pump and limit the temperature of the ❑Not Observable water entering the cold water ❑Not Applicable piping to <= 1049F. � mm� 403.5.4 Drain water heat recovery units ❑Complies Exception: Requirement is [FI31]2 tested in accordance with CSA []Does Not not applicable. 855.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units < 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. 403.10.1 Readily accessible switch on ❑Complies Requirement will be met. [FI12]3 heaters for swimming pools or ❑Does Not permanent in-ground spas. []Not Observable Location on plans/spec: Switch operation does not EL-102.00 change heater thermostat ❑Not Applicable setting. Heater circuit breaker is installed independent of switch. Gas-fired heaters equipped with ignition pilots that are not continuously burning pilots. 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 2480 Orchard St. Orient Report date: 07/25/22 Data filename: Page 9 of 10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .ID 403.10.2 Timer switches or other ❑Complies Requirement will be met, [FI19]3 automatic preset schedule ❑Does Not control method are installed on ❑Not Observable Location on plans/spec: heaters and pumps serving pools EL-102.00 and permanent ❑Not Applicable 403.10.3 Outdoor heated pools and ❑Complies Requirement will be met. [F120]3 outdoor permanent spas have a []Does Not vapor retardant cover. ❑Not Observable Location on plans/spec:A- ❑Not Applicable 104.00 404.1 90%or more of permanent ❑Complies Requirement will be met. [FI6]1 'fixtures have high efficacy lamps, ❑Does Not ❑Not Observable Location on plans/spec: ❑Not Applicable EL-100.00 404.1.1 :Fuel gas lighting systems have ❑Complies Exception: Requirement is [FI23]3 no continuous pilot light. ❑Does Not not applicable. ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted„ ❑Complies Requirement will be met. [FI7]2 ❑Does Not ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for � mm ❑Complies Requirement will be met. [FI18]3 mechanical and water heating []Does Not systems have been provided. []Not Observable []Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact(Tier 3) Project Title: 2480 Orchard St. Orient Report date: 07/25/22 Data filename: Page 10 of10 2018 IECC Energy Efficiency Certificate IMIN all Above-Grade Wall 21.00 Below-Grade Wall 15.00 Floor 19.00 Ceiling / Roof 50.50 Ductwork (unconditioned spaces): IJ Window 0.25 0.27 Door 0.25 0.27 Skylight 0.42 0.25 Heating System: Cooling System• Water Heater: ON NO Ism 0 IEEE= Name: Date: Comments . 25- .rn„c,c !cmp.�^t�fmmN'WM-%tcpwf .0 x..rew - ory xn_ ,sr - _ a =a , tvo�., u!a-neve,x ortbl s ?sic x mEo _Fro uAaFNo=f,r, 4 _ Eo - v —117111 10-1 >_ w= n:ti arusr 1 "Z&= r.E IE sre��cFoat Jf j Taa.s�xc_ 11111—TF e aa_s .Er .:ar �r�ry E1 s f f $. h 3 Fc - - ws w sec;Izor l:AM^-rS , yn G nr 0=Ne�,. 5e.:..,Es _ - s se .c ..v • RvST dtQC:DETt.Ii R,Fu.F;...A�va�v,,;OF CTr,,cn Fes.,..A .rveo Sine F,, R_ «,e AND .. rvc r _F4,aree DA E 4 5 R ��_. ac c� T Pi n 3 E_ E S.I,—uYcx.S macre- - cn tauslsse,,a e TEST ws awh ABBREVIATIONS: Tre lt sr-(I. studio a(b architec€s Zr F ¢r .E n .. or E I 11 ElF Samantha Moyer+ IIA OWTS Layout Edward Martinez s - - sr -'–'s .v.x,w. Fn_vice y .– �3 c was ey a „c4,s�>.o;,, �� , _Ml G 01 ZONING:R-80 asoo f••2'r` S� �. ALL LOCATIONS OF AND DISTANCES TO WELLS AND �� 4 CESSPOOLS ARE BY LOCATIONS FROM HOMEOWNERS,FIELD g. 203, — EXIST.DECK 3 \ OBSERVATIONS AND/OR INFORMATION OBTAINED FROM TO BE OTHERS.SINCE MOST ARE NOT VISIBLE THESE LOCATIONS AND F<'S' ' f DEMOLISHED DIMENSIONS CANNOT BE CERTIFIED. 0 a -Lted bathe Ith Services. EXISTING DECK TO BE DEMOLISHED, 2s7yPROP NEW SCREENED PORCH � a Et?m hours in ' G ; '- � T s )ection(s)' POWER SUPPLY,CONTROL PANEL CONNECTED TO t ;, \ ss DEDICATED 115 VOLT AC,SINGLE-PHASE,15 AMP oBF'e F o, sRt z --- CIRCUIT BREAKER ON HOUSE PANEL,MECHANICALS CONNECTED TO DEDICATED 115/120v 30 AMP CIRCUITn j^' BREAKER OR 220/20 AMP.PROVIDE GENERATOR a , vYO CONNECTION FOR SYSTEM. 12� t'FpFOy AREA FOR POOL EQUIPMENT t qh0 q '�FOS LANDSCAPE CONTROL PANEL `�. I_t. �r 1 ty 4 k STOPURE CARS FROM 1 - -------- r _+a e D€rn s•�Sa • $. N DRIVING ON 1 - SX16r a2 iP/c�� LEACHING FIELD o- Vq ffF o CgaT 4> �V` f_r PROPOSED DECKS 136'LONG,34"WIDE INFILTRATOR -ANDARD CHAMBERS g fr` If I S, jt' j, ';p j p % EXIST.SANITARY SYSTEM TO*REMOVED AS NEEDED OR ABANDONED{PUMP,FILL WITH CL WIIvt € Mt � WOOD RAMP TO 41NTAIN A 10'BUFFER ZONE CLEAR BE REMOVEDtv.r =BUSHES/TREES AROUND LEACHING FIELD s ,` s rt r` POOL ' et THRUST BLOCKS _ sr AIR INTAK :PTI-TECH STAAR 0.75 IN H2O Ft ss I '. IAV' 3NCRETE,WATERPROOF $ - Y ti TEST ` 00 GAL TANKS BY DIAMOND HOLE RECAST PRODUCTS a r _h" a��.-.a-�-�! 1�... • {ink - �„',_ r, - #` , FUTURE EXPANSION AREA )R 36'INFILTRATORQ <q " EXISTING SANITARY SYSTEM AS �+.(�,,_r '63• `\`��-, �_7 P�Q � - MARKED BY STEVEN MULLER,JO. COQ a W BRODERI K&ASSOC-ONa•�rzo21 ._ s _.----------`-- CSP �Lv �� F tv} et 62 ?tee Q�FG�G pN �� Q g aCfyA_NO F v e �� a'YF�LtNO JOv?,��h'CY t: -A, =r�0 i2"MtN_ 12"M3N_ CD77 flQ PRQPOSED o.z @ ss 12"MIN �Ss,�sso/L5 =4,- 3 %J ow F/s1 as 348®� ORCHARD STREET EXTERIOR ASSEMBLY 2 - "CRAWL WALL" R15 (MEETS CODE REQ.) VICINITY MAP a PROJECT (EXT. TO INT.) SHEET LIST SHEET NO. SHEET NAME PERMIT �/ <•, �- MOYER MARTINEZ RESIDENCE ORIENT, NY 11957 EXISTING SOIL BACKFILL ••, .� �.,. �� .tip .. .��f, ,�: * t .� � �f �;�;� a � �� ,�� R.� EXISTING DAMPROOFING � x' a f � .�r� �" ". T-000.00 TITLE SHEET&SITE PLAN x 3480 ORCHARD ST �� IORC�r"+ " .;_ `, Ir :`rr t :a A-000.00 PROPERTY SURVEY x • EXISTING 8 CMU FND. STEM WALL `-� HAR p � a R .$ , ORIENT, NY 11957 SUFFOLK COUNTY TAX MAP „, ; - SrRE .E $ _ A-10.00 DEMOLITION PLANS X • NEW LAYER SPRAY FOAM INSULATION MIN. R-15 ,. r . r g , « Er �.:., . .. OWNER DSBL DISTRICT SECTION BLOCK LOT) NO.. 1000-27.-3-3.3 ... .:.> . , , . <; ,- .:,.hof r ° �- 1 CONTINUOUS VAPOR RETARDER INSTALLED OVER CONCRETE <: ti � A-011.00 ROOF PLAN X r a � EDDIE MARTINEZ& SAM MOYER , , m;c sP p 4',x a ..3� A-101.00 FIRST FLOOR PLAN x FLOOR SLAB, JOINTS OVERLAPPED BY 6 IN. AND SEALED, $ , r h , ZONING: / ,.�s s w ,� • fl ; ° , . a A-102.00 SECOND FLOOR PLAN X EXTENDING AT LEAST 6 IN. UP AND ATTACHED TO THE WALL � k ORIENT IS A HAMLET OF THE TOWN OF SOUTHOLD A-103.00 SWIMMING POOL MASTER PLAN x LOT ZONING IS RESIDENTIAL R-80 a `� } � "` A-104.00 SWIMMING POOL PLANS x EXTERIOR ASSEMBLY 3 - CRAWL WALL R15 (MEETS CODE REQ.) 0. `" Yr: :� l DESIGNER x �� A-200.00 EXTERIOR ELEVATIONS X D (EXT. TO INT.) � '� �bt� w � ��' �' ZONING BULK REGULATIONS: A-202.00 EXTERIOR ELEVATIONS X � � ..a �,' a '', � orf :� .R.. :•. y - ^ s • SOIL BACKFILL ': STUDIO SKILLMAN LLC BLDG. HT. LIMIT = 35FT. R „_, ,f°�, _.°; fl AA-302.00 BUILDING SECTIONS X 114 EAGLE STREET#1L YARD SETBACK = 60FT. DAMPROOFING ,d „�, .-�� _ i�, 30 .00 BUILDING SECTIONS x FRONT M d, . • 10 CONCRETE FIND. WALL , . 4 r BROOKLYN NY 11222 BACK YARD SETBACK = 75FT. « , r A-504.00 SECTION DETAILS x a x ` ' 'r°°" W* 7t : A-508.00 INTERIOR DETAILS • NEW LAYER SPRAY FOAM INSULATION MIN. R-15 �� „ ```" :' '' � F f' x SIDE YARDS = 45ft. ` ' ;4 p '; ` ' 44,". '¢;!' "_ , ' MIN. 850 SF HOME ALLOWEDc: ,$ ;�a .Y' • p t tR�, M A-600.00 SCHEDULES " `$� °` �' ,°:�'"�;, ; ' >' '°� � :; EL-100.00 REFLECTED CEILING PLANS X 20% LOT COVERAGE ALLOWED °' ` ° i - >f MEP ENGINEER: FLOOR ASSEMBLY 1 R19 (MEETS CODE REQ.) rr;iF �' � � "� , �y" , t� `: #fid . : "> EP-100.00 ELECTRICAL POWER PLAN x _ (EXT. TO INT.) a , m B-CUBED ENGINEERING LLC LOT AREA - 56,628 SQ FT (1.3 ACRES) OVER EXISTING CRAWL SPA CE . R , t ,. " .> g "? f . , h.i 6 EAST MAIN STREET TOTAL ALLOWABLE (20% OF LOT) = 11,366 SF ., • , .-w° 4-> r�' '"` ,,. ,., `: • EXISTING FLOOR JOISTS Wl NEW CONT. SPRAY FOAM INSULATION ►, d y ' ►"�w� . ' � ww: * .';, :; ,A.,. a _ WESTPORT, CT 06880 * ;x, 3� . ' ?trey '.: :. .;, , TEL. 203.349.5916 COMPLETELY FILL EXIST. CAVITY MIN. R19 TABLE R402.1.2 NOTE , ; • , , .. .:' EXISTING LOT COVERAGE R CAVITY(MIN. g' ' y @ GINEERING.COM EXISTING HOUSE = 1,623 SF PLYWOOD SUBFLOO gyp' INF BB-EN • HARDWOOD FLOORING ' M .71 k �' 4 ,- ,` � o B EXISTING DETACHED GARAGE = 647 SF H R HARD S �� EXISTING DECK COVERAGE (FRONT, BREEZEWAY & REAR YARD) - 916 ��. - $ , '°,. a.,° �, -•::may - h A j ;4rv, REFT FLOOR ASSEMBLY 2 R30 (MEETS CODE REQ.) f .. :. �f gz$ a . k ryp (50 SF -a ..,�.."_• .1a..1�',rt •..:'...s..m,,. . "t'r... �a' :i i%:':,:,.Po'' °>`_d""'-.Y.-' R':. ._.x:""" s.1 a ' r• t�., �' (EXT. TO INT.) *. � _ • 2X FLOOR JOISTS W/ NEW CONT. SPRAY FOAM INSULATION, FILL \ ARCHITECT OF TOTAL EXISTING LOT COVERAGE = 3,186 SF PARTIAL ZONING MAP (ORIENT) / - ., CAVITY (MIN. R30) AREA OF DEMOLITION • PLYWOOD SUBFLOOR '/ 1 4 �v\"°p / `\- 1787 MADISON AVE#203 MONTOUTE S PLANNERS BREEZEWAY DECK = 231 SF TILE FLOORING ' RES oR NEW YORK, NY 10035 FRONT YARD DECK = 154 SF TOTAL DEMO - 385 SF FLOOR ASSEMBLY 3 R30 (MEETS CODE REQ.) ° �. R° DEMO 49S.F. DECK �\ _ DEMO 154 S.F. M (EXT. TO INT.) @BREEZEWAY / FRONT DECK (NEW) ADDITIONAL LOT COVERAGE( OVER EXISTING SLAB ON GRADE • VAPOR BARRIER PER MANUFACTURERS INSTRUCTIONS / ADDITION @BREEZEWAY= 232 SF FLOOR JOISTS W/ NEW CONT. SPRAY FOAM INSULATION, / REAR DECK = 719 SF Q The intent of this drawing is to illustrate the COMPLETELY FILL CAVITY MIN. R30 � general concepts of spatial design in terms SCREENED PORCH AREA = 474 SF ( ) � \ r / E.GARGE POOL DECK = 1,257 SF EXISTING PLYWOOD SUBFLOOR � �-. Q 647 SF E. HOUSE of layout, dimensions, finishes & equipment. TILE FLOORING �1 qR / An structural, mechanical or electrical work POOL = 852 SF / - - - 1623 SF INCOMING y 0 474 SF. / ELECTRICAL indicated or implied herein, must conform to TOTAL (NEW) ADDITION = 3,534 SF y _ \Hnd°� P SCREENED / SERVICE and be coordinated with local Building FLOOR ASSEMBLY 4 R19 (MEETS CODE REQ.) PORCH Department approved drawings and must EXT. TO INT.) � ," _--- ___ � INCOMING comply with all codes and laws of regulatory PROPOSED LOT COVERAGE ( DOMESTIC agencies haven jurisdiction thereof. TOTAL EXISTING (3,186 SF) - TOTAL DEMO (385 SF) + TOTAL NEW EXTERIO GRADE GYPSUM WALL BOARD -3- `-`� WATER SERVICE g� 3,534 SF EXISTING FLOOR JOISTS W/ NEW CONT. SPRAY FOAM INSULATION, ADDITION ea 1 ( ) COMPLETELY FILL EXISTING CAVITY (MIN. R19) *TABLE R402.1.2 -'-' TL_ / 719 S.F. REAR DECK Do NOT scale this drawing to determine any NOTE g. -�, measurements for work shown. Use - 6,335 SF TOTAL EXISTING PLYWOOD SUBFLOOR p / dimensions specified or verify with project EXISTING 8FT. DIA. SEEPAGE PIT, architect if dimensions are not specified or 6335 SF/ 56,628SF (LOT AREA) X 100% = 11% LOT COVERAGE FLOORING T.B.D. / SWIMMINGREMOVE OR ABANDON are unclear. /11% PROPOSED LOT COVERAGE < 20% ALLOWABLE LOT COVERAGE GENERAL NOTES �0 3480 ORCHARD ST. POOL ISSUES ZONED R-80 / 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE UNIFORM / 07/26/22 PERMIT ENERGY CODE - ECC NYS 2020: BUILDING CODE, THE NEW YORK STATE RESIDENTIAL CODE, THE NEW YORK SUFFOLK COUNTY, CLIMATE ZONE 4A STATE ENERGY CONSERVATION CONSTRUCTION CODE, SOUTHOLD TOWN S0 s'ro% MIN. WALL INSULATION VALUE = R21 (or R20+5 cont., or R-13+10 cont.) CODE, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY FY,q�o 852 SF. POOL MIN. CRAWL SPACE INSUL. VALUE = R15/19 REQUIREMENTS, AND THE BEST TRADE PRACTICES. / 1,403 SF. MIN. CEILING INUL. VALUE = R49 / WINDOW U-FACTOR - UE 2.BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED LIGHT & AIR CALCULATIONS POOL DECK INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL 3480 ORCHARD ST. EXT. DOOR MIN. U-FACTOR = 0.5 and Glazing = 0.35 LIVING/DINING+ KITCHEN: 835 SF 56,628 SO FT(1.3 ACRES) REQUIRED PERMITS, AND PAY ALL FEES REQUIRED BY THE GOVERNING -NAT. LIGHT= 140 SF 1835 SF= 16.8% / PROPOSED ASSEMBLIES AGENCIES. -NAT.VENT= 61 SF 1835 SF=7.3% ROOF ASSEMBLY 1 R50.5 (EXCEED CODE REQ.) &MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR (VENT/LIGHT RATIO= 61 SF 1140 SF=44%) /, S,�O�9•,2 (EXT. TO INT.) PROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF OWNER'S BEDROOM: 165 SF yq SHEET TITLE: • NEW ASPHALT SHINGLES THEY WERE INDICATED IN THE DRAWINGS. -NAT. LIGHT= 78 SF/165 SF=47% • NEW 1/2" PLYWOOD SHEATHING -NAT.VENT= 43 SF/165 SF=26% / • TITLE SHEET & NEW AIR GAP AND BATTENS 4.THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE ° (VENT/LIGHT RATIO=43 SF 178 SF= 55/°) _ 3480 ORCHARD STREET ORIENT, NY 11957 SITE PLAN • 4" RIDIG INSULATION, R-26 STIPULATIONS OF LOCAL AUTHORITIES, BUILDING MANAGEMENT BOARD OF • NEW ICE & WATER SHEILD (WATER RESISTIVE BARRIER) DIRECTORS. BEDROOM 2: 122 SF / \ ' _ , ` DSBL (DISTRICTISECTIONIBLOCKILOT) NO.: 1000-27.-3-3.3 • EXISTING 3/4" CDX PLYWOOD ROOF SHEATHING -NAT. LIGHT= 25 SF/122 SF=20% • EXISTING 2X8 RAFTER FRAMING W/ NEW CLOSED CELL SPRAY 53HE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL -NAT.VENT= 29 SF/122 SF= 24% / \ Project MOYER MARTINEZ FOAM INSULATION R-24.5 CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. (VENT/LIGHT RATIO=29 SF/25 SF= 116%) SCHEDULE OF SPECIAL AND PROGRESS INSPECTIONS Date 07/26/22 • AIR BARRIER AND THERMAL BARRIER INSTALLED PER THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND MANUFACTURER'S INSTRUCTIONS BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS. THE CONTRACTOR SHALL BEDROOM 31212 FLOOR): 145 SF / Drawn Author -NAT.LIGHT= 12 SF/145 SF=83% • PAINTED 1/2" GYPSUM WALL BOARD HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSE BY OR -NAT.VENT= 12 SF/145 SF=83% / Checked Checker DURING EXECUTION OF WORK. ( ) (VENT/LIGHT RATIO= 12 SF 12 SF= 100%) ❑ FRAMING, TIE DOWN/STRAPPING AND PLUMBING; scat As indicated ROOF ASSEMBLY 2 R50.5 EXCEED CODE REQ. ❑ PERIMETER INSULATION; (EXT. TO INT.) 63HE CONTRACTOR SHALL LAYOUT HIS/HER OWN WORK, AND SHALL PROVIDE / ❑ ROUGH ELECTRIC; SHEET NUMBER: • NEW ASPHALT SHINGLES. ALL DIMENSIONS REQUIRED FOR OTHER TRADES: PLUMBING, ELECTRICAL, ETC. / D INSULATION AND CAULKING; • NEW AIR GAP AND BATTENS D ENERGY CODE COMPLIANCE; AND • 4" RIDIG INSULATION, R-26 TPLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR \ D A FINAL INSPECTION AFTER ALL WORK AUTHORIZED BY THE BUILDING PERMIT HAS BEEN COMPLETED. T-000 . 00 • NEW 3/4 CDX PLYWOOD ROOF SHEATHING TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH THE DEPARTMENT / c • NEW 2X RAFTER FRAMING (PER STRUCTURAL) W/ NEW CLOSED OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN / ^# CELL INSULATION R-24.5 OFFS. • AIR BARRIER AND THERMAL BARRIER INSTALLED PER SHEET OF 22 MANUFACTURER'S INSTRUCTIONS ti &ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR PAINTED 1/2" GYPSUM WALL BOARD DOB Approval Seal • TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH THE BUREAU OF EXTERIOR WALL ASSEMBLY 1 R21 (MEETS CODE REQ.) ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIREDG`�G (EXT. TO INT.) SIGN OFFS. �0 4 • NEW LAYER RAINSCREEN VERTICAL CEDAR SIDING RTHE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS • 1.5" BATTEN FRAMING AND AIR GAP (SEE DETAILS) REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS AND • NEW LAYER WATER RESISTIVE MEMBRANE ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. • EXISTING 3/4" CDX PLYWOOD SHEATHING t 4'0 a ' F� / If / e • EXISTING 2X6 FRAMING W/ NEW CLOSED CELL SPRAY FOAM ` C. 10,ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT �� •� AUG P,22922_ INSULATION MIN. R-20 AND SHALL BE PROPERLY CAPPED OR PLUGGED, . DOB BSCAN • AIR BARRIER AND THERMAL BARRIER INSTALLED PER BV DINGDr[xi- MANUFACTURER'S INSTRUCTIONS rot��r"c slur • PAINTED GYPSUM WALL BOARD SITE / PLOT PLAN E 1 11 - 30'-011 0 Z T 0 PROJECT MOYER MARTINEZ RESIDENCE 3480 ORCHARD ST ORIENT, NY 11957 OWNER o wty o� EDDIE MARTINEZ & SAM MOYER 3 CrJ �HZ t7 00 CMZ x T,�jtrl o z r DESIGNER y !;4::0 0 x0 w� ht" �►P z o STUDIO SKILLMAN LLC � �o.sy op PrP __''�_ �- _ z�� 114 EAGLE � 14� BROOKLYN, NY 1122211 L r m C) � 0.20 r- 'b� 4 y�d y co 0 MEP ENGINEER: co -4 UM _r 1 � 448.83 B-CUBED ENGINEERING LLC 6 EAST MAIN STREET ti��ti�• © iz 8, "'SRR P W STPORT, CT 06880 TEL. 203.349.5916 tt 4Z INFO@BBB-ENGINEERING.COM y spm tMI r °'- °a � r inCO � o � - �, �'� 7 d a ARCHITECT OF Woo �z� �z� �N� t=J ''I;�A��,�- W � � d S•R.R. � •rt�y'�� ;� FPO � MONTOUTE ARCHITECTS PLANNERS r c ' 0 1787 MADISON AVE#203 owc~n NEW YORK, NY 10035 N r a� o 0 0 0 �, 1 g0.3 co -V1 0 7 FALLp r 6,rn �� ooh•• 'x'- o C ARRA o, o'T °'- N The intent of this drawing is to illustrate the w a general concepts of spatial design in terms o W of layout, dimensions, finishes& equipment. Any structural, mechanical or electrical work o � F-r-I indicated or implied herein, must conform to v �' CA and be coordinated with local Building Department and must 4��36 30>> �� * �"A P � z comply with all p codes laws sof regulatory W X 00 r n a 0 a o• �' agencies having jurisdiction thereof. ®� 57'7' -2 o Do NOT scale this drawing to determine any 01 r OVERHEAD WIRES measurements for work shown. Use �0W00,0r�s.R r dimensions specified or verify with project �j r - architect if dimensions are not specified or SIRE co are unclear. � � N rM� ISSUES r _ I L.J 03/08/22 PERMIT SET d r o � r i go 0 - r � `° ,r�• •mob •r� b rn rt J M ow 0 M > o z O � SHEET TITLE: cr� nm0 O z0 0 0M �0 m z � CO -<O 7_7-P 0 rn cn coo W n _ 00 �o D z 0 0 m o D z z PROPERTY _ ►— �1 0�-cin �' m ,- r i cn z n " cn 2: m b y l� zn a y SURVEY —I Cn �l (D D- Z 0 Z =D D c) cmn � zz �� I � N SCD > 0 > 0 M--I z (n - z -n ;`� � � � � 1 -� rri 0 - : C gz 0 p � 0 p z > Iv C7 I 0 z0 0 -1 m � 0 D d o y ��, ,� �'' Project MOYER MARTINEZ O Q CJS :� O -' < -< 0 y D z z z c vzi /f 0 0 Date 03/07/22 0 —fi < M fTl Dr 0 �7 0 W = 0 0 = r / � O �J �I Cf) n (,r l n. p� ai y cn _� m D m c�,i ,/� d -��`� ►-r1 Drawn Author M 0 0 � D �, o o �, D o z F- M 0 -0 z "`•R C � �Y p , ✓� ►� a Checked Checker �rT O Scal NTS kD A O z r- C 00 0 M O M O c- 1 C7 CU zn .0 C O SHEET NUMBER: m 0 M �- m M o z o �-3 �-1 0 Z 00 Z D -D_IC7 0 _ � I 0 �.I � c� o z 0 cn O -o r� m 0 r� tV M _ z D C z � D � < CD z � A-000 . 00 W =-I Z C7 Z7 � I -_-I (n (n D z! n z 0 U) o >� -0 P-' o Fri c > F- d I N N 0 K: U _ Dm znm ' b CO CO �-t, �' ZD 0 z n� z - C ZC ~ I u O r w ,- ;)\ � cn � z 0 0 ITI a > O r9< z z =� 0 � f--` 'CIO SHEET OF 22 M ao M rrn y rrI z 0 CAD 0 DOB Approval Seal �� p',moi M CC/? (z„ D m m o� o� o -F oc Z z 0 -i z r� o y (�'� C••� ��v� G. MOIVppG z coo C/) = o 70C M < m r y,✓� r J3J9 �yC DOB BSCAN SURVEY NTS 0 z T 0 PROJECT Generated by REScheck-Web Software REScheck Software Version : REScheck-Web MOYER MARTINEZ RESIDENCE QJ j 3480 ORCHARD STCompl •ance Certificate Inspection Checklist Nri ORIENT, NY 11957 Window 11: Metal Frame w/Thermal Break 10 0.250 0.320 3 3 Energy Code: 2018 IECC OWNER SHGC:0.27 Requirements: 100.0% were addressed directly in the REScheck software EDDIE MARTINEZ & SAM MOYER Window 12: Metal Frame w/Thermal Break 10 0.250 0.320 3 3 Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each Project 2480 Orchard St. Orient SHGC:0.27 requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception Window 13: Metal Frame w/Thermal Break 10 0.250 0.320 3 3 is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Energy Code; 2018 IECC SHGC:0.27 Window 20: Metal Frame w/Thermal Break Location: Southold, New York 9 0.250 0.320 2 3 Section DESIGNER SHGC:027 Plans Verified Field Verified Complies? Comments/Assumptions Construction Type: Sin # Pre-Inspection/Plan Review yP Single-family y .Project Type: Alteration Window 21: Metal Frame w/Thermal Break & Req.ID Value Value 9 0.250 0.320 2 3 SHGC:0.27 103.1, :Construction drawings and ❑Complies ;Requirement will be met. STUDIO SKILLMAN LLC Climate Zone: 4 (5572 HDD) Window 22: Metal Frame w/Thermal Break 103.2 !documentation demonstrate '❑Does Not 114 EAGLE STREET#1 L 14 0.250 0.320 3 4 energy p Location on plans/spec:ec:A- Permit Date: 2022-05-31T04:OO:00.000Z SHGC:0.27 [PR1]1 ener code tom liance for the p p BROOKLYN NY 11222 building Permit Number: Moyer-Martinez Window 23: Metal Frame w/Thermal Break (0) !! 9 envelo e.P ,Thermal 1❑Not Observable ;300.00,A-302.00 AND A- SHGC:0.27 9 0.250 0.320 2 3 :envelope represented on 1❑Not Applicable ;504.00 Construction Site: Owner/Agent: Designer/Contractor: Window 24: Metal Frame w/Thermal Break I construction documents, i 1 3480 Orchard Street Sam Moyer Dave Murray SHGC:0.27 9 0.250 0.320 2 3 103.1, 1 Construction drawings and ;❑Complies ;Requirement will be met. Orient, NY 11957 162 Hall Street Murray Design Build Window 25: Metal Frame w/Thermal Break 403.2, (documentation demonstrate ❑Does Not Brooklyn, NY 11205 449 Main Street SHGC:0,27 9 0.250 0.320 2 3 403.71 !energy code compliance for ),[]Not Observable Location on plans/spec: a- MEP ENGINEER: 781-635-7284 Greenport,NY 11944 [PR3] `lighting and mechanical systems. t ;100.00, a-101.00 Window 26: Metal Frame w/Thermal Break (Systems serving multiple ;❑Not Applicable ; scmoyer@gmail.com (631)477-0075 9 0.250 0.320 2 3 dwelling units must demonstrate : I SHGC:0.27 { 9 dmurray@murraydesignbuild.com compliance with the IECC STREETIRING LLC Window 27: Metal Frame wl Thermal Break 6 EAST MAIN 9 0.250 0,320 2 3 Commercial Provisions. ' ; SHGC:0,27 302.1, !Heating and cooling equipment is; Heating; ; Heating: ;❑ WESTPORTComplies ;Requirement will be met. ' CT 06880 v New wall r, Wood ram 4 o.c. 0.0 21.0 5 ed per I Btu/hr : Btu/hr ❑Does Not 203.349.5916 N I foye • W Frame, 2 182 0 039 0 060 3 403.7 !sized ACCA Manual S based TEL o [PR2]2 Ion loads calculated per ; :Location on plans/spec:A- INFO@BBB-ENGINEERING.COM Door ED-01:Solid Door(under 50%glazing) 27 0.250 0,320 7 9 : Cooling: Cooling: ;❑Not Observable Q4:)) (Manual j or other methods Btu/hr Btu/hr ,100.00 Door ED-02:Solid Door(under 50%glazing) 27 0.250 0.320 7 9 !approved by the code official. ; ;❑Not Applicable ; I Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade Door ED-03:Glass Door(over 50% glazing) 46 0.250 0.320 11 15 ' assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. SHGC:0.27 Window 02: Metal Frame w/Thermal Break Additional Comments/Assumptions: SHGC:0.27 6 0.250 0.320 2 2 Exist wall 2:Wood Frame,24"ox. ARCHITECT OF Envelope Assemblies Exemption: Framing cavity filled with insulation Door: Glass Door(over 50%glazing) /, SHGC:0.27 44 o.zso 0.320 11 1a MONTOUTE ARCHITECTS PLANNERS I .: 3 .. Existing Floor Assembly 1 All-Wood joist/Truss 1787 MADISON AVE#20 Ex g b AI b .� .; '��:__,.._u � � _ � .� • �._ Exemption: Framing cavity filled with insulation -- - - "-- --- -"- -- NEW YORK, NY 10035 Ceiling EXIST:Cathedral Ceiling 1,327 24.5 26.0 0.020 0.026 27 35 FLOOR ASSEMBLY NEW:All-Wood Joist/Truss 220 30.0 0.0 0.033 0.047 7 10 Ceiling EXIST 2ND FL: Cathedral Ceiling 540 24.5 26.0 0.020 0.026 11 14 FLOOR ASSEMBLY (OVER GARAGE SLAB):All-Wood Ceiling:Cathedral Ceiling 222 24.5 26.0 0.020 0.026 4 6 Joist/Truss 94 30.0 0.0 0.033 0.047 3 4 Existing wall main:Wood Frame, 24"o.c. ___ ___ _ _ __ __ ___ FLOOR ASSEMBLY 4:All-Woodjoist/Truss 540 19.0 0.0 0.047 0.047 25 25 Exemption: Framing cavity filled with insulation -- - - Crawl Wall: Masonry Block w/Empty Cells Door ED-05:Glass Door(over 50%glazing) Wall height:5.0' 526 0.0 15.0 0.056 0.065 21 24 SHGC: 0.27 92 0.250 0.320 23 29 Depth below grade: 3.5' Door ED-06: Glass Door(over 50%glazing) Insulation depth: 4.6' 92 0.250 0.320 23 29 SHGC: 0.27 Skylight: Metal Frame w/Thermal Break 10 0.420 0.550 4 6 The intent of this drawing is to illustrate the SHGC:0.25 general concepts of spatial design in terms Window 04; Metal Frame w/Thermal Break g p p g 50 0.250 0.320 13 16 p proposed g g g P P of layout, dimensions, finishes&equipment. SHGC: 0.27 Compliance Statement The ro osed buildin design described here is consistent with the building tans,specifications,and other Window 07: Metal Frame w/Thermal Break calculations submitted with the permit application,The proposed building has been designed to meet the 2018 IECC requirements in Any structural, mechanical or electrical work SHGC; 0.27 25 0.250 0.320 6 8 REScheck Version :REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Window 08: Metal Frame w/Thermal Break SHGC: 0,27 Name-Title Signature Date indicated or implied herein, must conform to 22 0.250 0.320 6 7 and be coordinated with local Building Window 09: Metal Frame w/Thermal Break 10 0.250 0.320 3 3 Department approved drawings and must SHGC: 0.27 comply with all codes and laws of regulatory Window 10: Metal Frame w/Thermal Break Project Notes: SHGC: 0.27 10 0,250 0.320 3 3 Designer: Studio Skillman LLC and Architect of Record; Colin Montoute agencies having jurisdiction thereof. 1 lHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Do NOT scale this drawing to determine any Project Title: 2480 Orchard St.Orient Report date: 07/25/22 Project Title: 2480 Orchard St. Orient Report date; 07/25/22 Project Title: 2480 Orchard St. Orient Report date: 07/25/22 measurements for work shown. Use Data filename: Page 1 of10 Data filename: Page 2 of10 Data filename: Page 3 of10 dimensions specified or verify with project architect if dimensions are not specified or 1 2 3 are unclear. Section ISSUES Plans Verified Field Verified Section # Framing/Rough-In Inspection Complies? Comments/Assumptions Section Plans Verified Field Verified Value Value Plans Verified Field Verified # Foundation Inspection Value Value Complies. Comments/Assumptions & Req.ID # Framing/Rough-in Inspection Value Value Complies? Comments/Assumptions 07�26�22 PERMIT & Re .ID 402.1.1, ;DoorU-factor, U- ; U- ❑Compiles ;See the Envelope Assemblies & Req.ID 402,2.11 ;Unvented crawl space wall 1 R- ; R- ❑Complies see the Envelope Assemblies 402.3.4 I j ❑Does Not ,table for values. 403.3.7 ;Ducts declared to be within the ❑Complies Requirement will be met. [F07]1 (insulation R-value. R_ R_ ❑Does Not (table for values. [FRl]1 1 [FR28]3 !conditioned space are either 1) ❑Does Not _- ,❑Not Observable 1 I ❑Not Observable �� : ! ❑Not Applicable , ;completely within the continuous ❑Not Observable Location on plans/spec:A- ;air barrier and within the building 100,00 ❑Not Applicable I ❑Not Applicable ' 402.1.1, ;Glazing U-factor(area-weighted U- ; U-__ ❑Complies See the Envelope Assemblies +thermal envelope,2)buried PP 303.2 ;Unvented crawl space wall E ❑Complies ;Requirement will be met. 402.3.1, :average), ; :table for values. within ceiling Insulation in ;❑Does Not , [FOS]' (insulation installed per ❑Does Not 402.3.3, 'accordance with Section manufacturer's Instructions. Location on plans/spec:A- 402.5 1 ENot Observable R403.3.6 and the air handler Is ❑Not Observable 1300,00 [FR2]1 I ❑Not Applicable Pp located completely within the [ ❑Not Applicable 1 ;continuous air barrier and within 402.2.11 ;Unvented crawl space continuous I []Compiles ;Requirement will be met, ;the building thermal envelope [FO9]1 !vapor retarder installed over ❑Does Not 303.1.3 IU-factors of fenestration products i ZComplies ;Requirement will be met. ;and the duct leakage is<= 1.5 !exposed earth,joints overlapped I :Location on plans/spec:A- [FR4]1 :are determined in accordance ❑Does Not (cfm/100 square feet of by 6 in,and sealed,extending at ' ❑Not Observable 300.00 U ;with the NFRC test procedure or �Location on plans/spec:A- (conditioned floor area served by Q-11 I!least 6 in. up and attached to the [Not Applicable ;taken from the default table. i ❑Not Observable ;600.00 ;the duct system,or 3)the ceiling !wall. t I ❑Not Applicable ;insulation R-value installed 402.2.11 ;Unvented crawl space wall in. in. :❑Complies ;See the Envelope Assemblies 402.1.11 :Skylight U-factor. U- I U- ❑Complies ;See the Envelope Assemblies against and above the insulated I 1 table for values. 402.3.3, ! ❑Does Not table for values. duct>= to the proposed ceiling [FO10] !insulation depth of burial or ❑Does Not ; ;insulation R-value, less the R- SHEET TITLE: ;distance from top of wall. 402.3.6, : ;❑Not Observable Observable 402,5 value of the insulation on the ! ❑Not Applicable ! [FRS]1 ❑Not Applicable PP 403;4 ;HVAC piping conveying fluids R- R-__ ❑Oomplies ;Requirement will be met. RESCH ECK I [FR17]2 ;above 105 OF or chilled fluids I I ❑ 303'2,,1 1A protective covering is installed ❑Complies ,Exception: Requirement is Does Not [F0! Ito protect ex osed exterior ❑ , 402.4.1.1 ,Air barrier and thermal barrier i ❑Com lies Requirement will be met. `� below 55 OF are insulated to zR- Location on plans/spec:A- P P Does Not not applicable. P R q ❑Not Observable Imsulationand extends a I [FR23]1 !installed per manufacturer's t ❑Does Not l3 ❑Not Applicable 100.00 COMPLIANCE ' ;minimum of 6 in.below grade. ❑Not Observable ! ; ❑Not Applicable 0 !instructions, ;Location on plans/spec:A- ;Protection of insulation on HVAC ❑Com lies _ ,❑Not Observable 403.4.1 p Requirement will be met. ;300.00 1 I , 403.9 ;Snow-and ice-melting system i- ❑Complies I Exception: Requirement is ❑Not Applicable [FR24] piping, ❑Does Not i ❑Does Not applicable. 9' Location on plans/spec:A- [F012]2 controls Installed. not licable. 402.4.3 'Fenestration that is not site built 1❑Complies I Requirement will be met. 1' I ❑Not Observable 1100.00 I []Not Observable ; [FR20]1 lis listed and labeled as meeting Not i ❑Not Applicable Project MOYER MARTINEZ c ❑NotA Applicable ! ;AAMA/WDMA/CSA101/I.S.2/A440 1 I PP ❑Not Observable 403'5.3 ;Hot water pipes are insulated to , R-_ , R- ❑Complies .Requirement will be met. ,or has infiltration rates per NFRC z Additional Comments/Assumptions: 1400 that do not exceed code ❑Not Applicable [FR18] IzR-3. ! l❑Does Not Date 07/26/22 ,limits. `419) ❑Not Observable :Location on plans/spec:A- 100.00 Drawn Author 402.4,5 lIC-rated recessed lighting fixtures! ❑Complies ;Exception: Requirement is ❑Not Applicable [FR16]2 !sealed at housing/interior finish ❑Does Not !not applicable. 403.6 ;Automatic or gravity dampers are ❑Complies Requirement will be met. Checked Checker and labeled to indicate 52,0 cfm FR19 z !installed on all outdoor air I !leakage at 75 Pa. ❑Not Observable [ ] ❑Does Not !!! !❑Not Applicable ;Intakes and exhausts. Location on plans/spec:A- SCaI 1 I ❑Not Observable 100.00 403.3.1 ;Supply and return ducts in attics I ;❑Complies ;Exception:Ducts located I ❑Not Applicable l [FR12]1 insulated >= R-8 where duct is r ,❑Does Not completely inside the SHEET NUMBER: >= 3 inches in diameter and >= ;building envelope. Additional Comments/Assumptions: 0 !R-6 where <3 Inches.Supply and i ❑Not Observable , !return ducts in other portions of I ❑Not Applicable ;Location on plans/spec:A- !the the building insulated >= R-6 for E 101.00 -001 . 00 o o , 0 0 ,diameter>=3 inches and R-4.2 ( , ,for< 3 inches in diameter. 403.3.2 Ducts,air handlers and filter ❑Complies ;Requirement will be met. [FR13]1 boxes are sealed with ❑Does Not !joints/seams compliantwith 1 !Location on plans/spec:A- ❑Not Observable ;International Mechanical Code or 100.00 (international Residential Code, as; ❑Not Applicable SHEET OF 22 !applicable. 403.3.5 ;Building cavities are not used as ! ❑Complies ;Requirement will be met. DOB Approval Seal prLn [FR1513 :ducts or plenums. ❑Does Not raj 1? �J ❑Not Observable 100.00 plans/spec: Location on A- G G MO I ❑Not Applicable l tr ------- 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) 1 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) DOB BSCAN Project Title: 2480 Orchard St. Orient Reportdate; 07/25/22 Project Title: 2480 Orchard St. Orient Report date: 07/25/22 Data filename; Page 5 of10 Project Title: 2480 Orchard St, Orient Report date: 07/25/22 M Data filename: Page 4 of10 Data filename: Page 6 of10 aEi 4 5 6 z T 0 PROJECT Section led Plans Verified Field Verified& Req.ID Section & Req.ID Final Inspection Provisions Comn MOYER MARTINEZ RESIDENCE Plans Verified Field VerlfPlans Verlfled Field Verlfled # Insulation Inspection Value Value Complies., Comments/Assumptions Final Inspection Provisions Value Value Complies., Comments/Assumptions plies? Comments/Assumptions & Req.ID q Value Value 303,1 :All installed insulation is labeled ❑Complies ;Requirement will be met, 402,1,1, ;Ceiling insulation R-value. R- R-__ ❑Complies ;See the Envelope Assemblies 403,5.1 ;Circulating service hot water ❑Complies ;Requirement will be met, 3480 ORCHARD ST [IN13]2 or the installed R-values ❑Does Not 402,2.1, ❑ Wood ❑ Wood :❑Does Not table forvaJues. [F111]2 !systems have automatic or ❑Does Not ORIENT, NY 11957 ;provided, 402,2.2, j !accessible manual controls, ❑Not Observable Steel I Steel Location on plans/spec:A- 402.2.6 ❑ ❑Not Observable ❑Not Observable j ❑Not Applicable ; [FI1]1 ❑Not Applicable 100.00 OWNER ❑Not Applicable EDDIE MARTINEZ & SAM MOYER 402.1.1, ;Floor insulation R-value. R- R- ❑Complies !See the EnvelopeAssernblies ; j i 403.6.1 ;All mechanical ventilation system ;❑Complies ;Requirement will be met. 402.2.6 I !table for values. I I , ! ❑ Wood ;❑ Wood ;❑Does Not [F125]2 :fans not part of tested and listed ❑Does Not [IN1]1 Steel Steel 303.1.1.1, Ceiling insulation installed per ❑Complies Requirement will be met. HVAC equipment meet efficacy ;Location on plans/spec:A- ❑ ❑ ;❑Not Observable 303.2 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable (F1211 ;Blown insulation marked every Location on plans/spec:A ;and airflow limits per Table 100:00 R403.6.1. ;❑NotApplicable DESIGNER } ❑Not Observable ;300 ftz, I I 300,00 303,2, ;Floor insulation installed per ; ❑Complies 'Requirement will be met, ❑Not Applicable ; 403.2 ;Hot water boilers supplying heat ❑Complies Exception: Requirement is ❑Com Iles ;Exce tion: Requirement is [F126]"- through one-or two-pipe heating ❑Does Not not applicable. 402,2.8 manufacturer's Instructions and ❑Does Not 402.2.3 ;Vented attics with air permeable C p p q F122] insulation include baffle adjacent ❑ systems have outdoor setback [IN2]1 ;in substantial contact with the to on plans/spec:A- [ 1 Does Not not applicable, ❑Not Observable -Location Observable , j to soffit and eave vents that control to lower boiler water STUDIO SKILLMAN LLC k0j ;underside of the subfloor,or floor 300.00 ❑Not Observable :temperature based on outdoor ❑Not Applicable !framing cavity insulation is in ' ❑Not Applicable ; extends over insulation, I ; 114 EAGLE STREET#1 L } } ❑Not Applicable temperature, BROOKLYN, NY 11222 ;contact with the top side of i i 402.2.4 ;Attic access hatch and door R- ; R- ❑Com lies Requirement will be met. 403.5.1.1 ;Heated water circulation systems ❑Complies ;Exception: Requirement is sheathing,or continuous l I p q [F128]2 have a circulation um The P q ;insulation is installed on the ! ! [F1311 insulation �R-value of the i❑Does Not pump. ❑Does Not 'not applicable. underside of floor framing and adjacent assembly. ! Location on plans/spec:A- ;system return pipe is a dedicated ! ; I❑Not Observable ;return pipe or a cold water supply ❑Not Observable extends from the bottom to the 101.00 P P !top of all perimeter floor framing Applicable pipe.Gravity and thermos- ❑Not Applicable members. I 402.4.1.2 Blower door test @ 50 Pa.<=5 ACH 50 = ACH 50= ❑Complies Requirement will be met. ;syphon circulation systems are 402.1.1, ;Wall insulation R-value. If this is a: R- I R- ❑Com lies ;see the Envelope Assemblies 1 ach in Climate Zones 1-2,and ;not present.Controls for MEP ENGINEER. [F117] ❑Does Not P ;table for values. j<=3 ach in Climate Zones 3-8. Location on plans/spec:A- circulating hot water system 402.2.5, mass wall with at least 1/z of the ❑ Wood ;❑ Wood ;❑Does Not ; ❑Not Observable101.00 ;pumps start the pump with signal! 402.2.6 ;wall insulation on the wall !❑ Mass !❑ Mass '❑Not Observable ❑Not Applicable ;for hot water demand within the I B-CUBED ENGINEERING LLC [IN3]1 ;exterior,the exterior insulation :occupancy.Steel F-1 Steel !,❑Not Applicable 402.4.2 ;Wood-burnin fireplaces have I ❑Com lies :Requirement will be met. p cy. Controls 6 EAST MAIN STREET requirement applies (FR10). PP 2 g P P q :automatically turn off the pump WESTPORT CT 06880 I [F18'] tight fitting flue dampers and ❑Does Not 'when water is in circulation loop �outdoor airfor combustion. ;Location on plans/spec:A- ! TEL. 203.349.5916 ❑Not Observable :101.00 FIs at set-point temperature and INFO BBB-ENGINEERING.COM 303:2 ,Wall insulation is installed per ❑Complies ;Requirement will be met. ! ❑Not Applicable !no demand for hot water exists. @ [IN4]1 !manufacturer's instructions. ❑Does Not 03.5,1.2 'Electric heat traces stems I Location on plans/spec:A- 403.3,3 ;Ducts are pressure tested to cfm/100 cfm/100 ❑Complies 4 ;Requirement will be met. Y ❑Complies ;Exception: Requirement is ❑Not Observable [F12711 (determine air leakage with ft2 ! ft2 I❑ [F129]2 comply with IEEE 515.1 or UL ❑ .nota applicable. 300.00 9 Does Not Does Not pp` ! ❑Not Applicable j either; Rough-in test:Total ! :Location on plans/spec:A- ;515.Controls automatically ;❑Not Observable :adjust the energy Input to the ❑Not Observable leakage measured with a 100.00 j gY P Additional Comments/Assumptions: (pressure differential of 0,1 Inch ❑Not Applicable !heat tracing to maintain the ❑Not Applicable desired water temperature In the w:g,across the system including ; � :desired ;the manufacturer's air handler ! !piping. ARCHITECT OF !enclosure if installed at time of ! 403.5.2 ;Demand recirculation water ❑Complies ;Exception Requirement is ;test. Postconstruction test:Total ; [F13012 :systems have controls that ;❑ leakage measured with a ; ; j manage operation of the pump Does Not not applicable. pressure differential of 0.1 inch ! :prelw,gacross the entire system ! land limit the temperature of the �❑Not Observable MONTOUTE ARCHITECTS PLANNERS ' ;water entering the cold water ,❑Not Applicable 1787 MADISON AVE#203 ;including the manufacturer's air ! _ ;piping to<= 104°F. 1 NEW YORK, NY 10035 handler enclosure. ! 403.5.4 Drain water heat recoveryk units !❑Complies I Exception: Requirement is 403.3.4 1 Duct tightness test result of<=4 cfm/100 _do-V100 !❑Complies Requirement will be met. [F131]2 :tested In accordance with CSA j❑Does Not not applicable. [F14]1 lcfm/100 ft2 across the system or 1 ft2 I ft2 1❑Does Not ;B55.1. Potable water-side I<=3 cfm/100 ft2 without air I ;Location on plans/spec:A- ;pressure loss of drain water heat ❑Not Observable handler @ 25 Pa. For rough-in ❑Not Observable g ❑Not Applicable 100.00 recovery units <3 psi for :❑Not Applicable tests,verification may need to Pp` !individual units connected to one !occur during Framing Inspection. ;or two showers.Potable water- 403.3.2.1 ;Air handler leakage designated { ❑Complies :Requirement will be met. ;side pressure loss of drain water [F]24]1 by manufacturer at<=2%of I ❑Does Not heat recovery units <2 psi for ;design airflow. !Location on plans/spec:A- ;individual units connected to ❑Not Observable I three or more showers, The intent of this drawing is to illustrate the 100.00 _ _ ❑Not Applicable i 403,10.1 ;Readily accessible switch on ❑Complies Requirement will be met, general concepts of spatial design in terms 403,2,1 Programmable thermostats ❑Complies !Requirement will be met. [F112]3 heaters for swimming pools or ❑Does Not of layout, dimensions, finishes &equipment. [F19] installed for control of primary ❑Does Not permanent In-ground spas, !Location on plans/spec• heatingand cooling systems and 'Location on lans/s ec:A- ;Switch o eration does not ❑Not Observable An structural mechanical or electrical work 9 Y p p p EL-102.00 y initially set by manufacturer to ;❑Not Observable 101,00 :change heater thermostat ❑Not Applicable ; code specifications. ❑Not Applicable ; ;setting, Heater circuit breaker is indicated or implied herein, must conform to Installed independent of switch. and be coordinated with local Building 403.1.2 Heat pump thermostat installed ❑Complies :Exception: Requirement is q pp Department approved drawings and must [F110]2 .on heat pumps. I ;Gas-fired heaters a ui ed with ❑Does Not not applicable. ;ignition pilots that are not comply with all codes and laws of regulatory !, ❑Not Observable ', continuously burning pilots, i ❑Not Applicable agencies having jurisdiction thereof. 1 1HIgh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) 1 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 I High Impact(Tier 1) 1 2 IMedium Impact(Tier 2) 13 1 Low Impact(Tier 3) Do NOT scale this drawing to determine any Project Title: 2480 Orchard St. Orient Report date: 07/25/22 Project Title: 2480 Orchard St. Orient Report date: 07/25/22 Project Title: 2480 Orchard St. Orient Report date: 07/25/22 measurements for work shown. Use Data filename: Page 7 of10 Data filename: Page 8 of 10 Data filename; Page 9 of 10 dimensions specified or verify with project architect if dimensions are not specified or 7 8 g are unclear. ISSUES Section Plans Verified Field Verlfled # Final Inspection Provisions Complies? Comments/Assumptions & Req.ID value value ' Energy 07/26/22 PERMIT 403,10.2 ;Timer switches or other k ❑Complies ;Requirement will be met. 2018 [FI19]3 ;automatic preset schedule E []Does Not ■ ■ ■ control method are installed on Location on plans/spec: � �`° r ti e ;heaters and pumps serving pools ❑Not Observable EL-102.00y 15 ;and permanent ❑Not Applicable ; 403.10.3 ;Outdoor heated pools and i v ❑Complies (Requirement will be met. [F120]3 !outdoor permanent spas have a ❑Does Not vapor retardant cover. Location on plans/spec:A- I ❑Not Observable 104,00 I l ❑Not Applicable Above-Grade Wall 21.00 404.1 j90%or more of permanent ❑Complies ;Requirement will be met. [F16]1 ;fixtures have high efficacy lamps. ❑Does Not Below-Grade Wall 15.00 Not Observable Location on plans/spec: ❑ ;EL-100.00 Floor 19.00 ❑Not Applicable 404.1.1 ;Fuel gas lighting systems have []Complies :Exception:Requirement is Ceiling/ Roof 50.50 [F123]3 !no continuous pilot light. ❑Does Not !not applicable. Ductwork (unconditioned spaces): 91 ❑Not Observable ❑Not Applicable {® g v SHEET TITLE -. 0, ... _. a �d 401.3 (Compliance certificate posted. ❑Complies ;Requirement will be met. Window 0.25 0.27 RESCH ECK [F17]2 ❑Does Not ❑Not Observable I Door 0.25 0.27 _❑Not Applicable Skylight 0.42 0.25 COMPIANCE 303.3 ;Manufacturer manuals- ❑Complies ;Requirement will be met. [F118]3 (mechanical and water heating i ❑Does Not ;systems have been provided. ...-_ 1 ❑Not Observable ; Heating System: ! i ❑Not Applicable Cooling System: Project MOYER MARTINEZ , Additional Comments/Assumptions: Water Heater: Date 07/26/22 1 ` Drawn Author Name: Date: Checked Checker Comments Scal SHEET NUMBER: A-002 . 00 SHEET OF 22 DOB Approval Seal *., ARC�y/�� G�5 M Nrp Fc L/ `y 1 High Impact(Tier 1) 1 2 1 Medium Impact(Tier 2) 13 1 Low impact(Tier 3) DOB BSCAN Project Title: 2480 Orchard St. Orient Report date: 07/25/22 Data filename: Page 10 of10 E m 10 11 z T 0 PROJECT MOYER MARTINEZ RESIDENCE 3480 ORCHARD ST STRUCTURAL RETROFITS PER STRUCTURAL DRAWINGS MUST BE IN PLACE BEFORE REMOVAL OF ANY STRUCTURAL ELEMENTS ORIENT, NY 11957 OWNER EDDIE MARTINEZ & SAM MOYER DEMOLISH EXISTING BRICK CHIMNEY T.O. RIDGE BEAM DESIGNER 13' - 11 1/4'1 STUDIO SKILLMAN LLC 114 EAGLE STREET#1 L BROOKLYN, NY 11222 I I MOVE EXISTING HVAC TO CRAWL SPACE DIRECTLY BELOW - - - -- -- -- - - - -- - - -I- - - - - - - - - - - EXIST. CLG. MEP ENGINEER: 71 - 1011 B-CUBED ENGINEERING LLC r � r � 6 EAST MAIN STREET 1 1I ' F — 7 I II IIIA WESTPORT, CT 06880 L _ J L. _ -J I I II II DEMOLISH EXISTING CEILING AND FRAMING TEL. 203.349.5916 INFO@BBB-ENGINEERING.COM I I I 11ii11 I I I b II I� I I I II 11111 I I I I ( II 11111 1ST FLOOR 9.8' A.S.L.01 - Off ARCHITECT OF \ � T.O. FOUNDATION MONTOUTE ARCHITECTS PLANNERS 1787 MADISON AVE#203 \ \ -0' - 10 3/4" NEW YORK, NY 10035 \\ 1 CRAWL SPACE _LEVE -5' - 33/4" _GROUNDWATER The intent of this drawing is to illustrate the -8' - 9 19/32" general concepts of spatial design in terms of layout, dimensions, finishes & equipment. n CROSS SECTION2 Any structural, mechanical or electrical work U 1/4" = 1'-0" indicated or implied herein, must conform to and be coordinated with local Building Department approved drawings and must comply with all codes and laws of regulatory agencies having jurisdiction thereof. Do NOT scale this drawing to determine any 3'-10 1/2" 3'-7 9116" 2'-51/2" 9'-5 3/16" measurements for work shown. Use \ 04 - dimensions specified or verify with project architect if dimensions are not specified or are unclear. — _ _ I — — ISSUES GARAGE II I I l I III III 03/08/22 PERMIT SET II II II I I III II I I I L _ -�- - JI II I I .' II I I ` LLT T / F- - - - - - —a-— -- — --- s—== I - -1 I SHEET TITLE: ° � � ��--oIf� � REF.�II I II II I N I � IIII III 11 II N L� L� �__ _ _ M DEMOLITION Ipl III 11 � � �I I M I 00 N PLANS I I I III 1 � II ISI r — — — — — — — — — , REMOVE WOOD Project MOYER MARTINEZ — — — — — — — \ III ( I I BURNING STOVE AND Date 03/07/22 — — — — — — — 4 DEMOLISH BRICK \ ` B ( CHIMNEY I M Drawn Author II /\ II II /\ IIII T Checked Checker \\ \ J I� ' �/ \\ ` II M M Scal 1/4" = 1'-0" I o T II II o SHEET NUMBER: f _ = Ju A- 1 0 . 00 a o _ -- - - - -- - - - - - - - - - _ - - - - SHEET OF 22 DOB Approval Seal ��tEC AR�yi - - - - -- - - - - -- v��G MOA�rOGct - - - - - - - - - - - - 16'- - - - - - - - - - - -16'-31/2" 32--0-1 Of do x No DEMOLITION PLAN r 1/411 = 11-011 DOB BSCAN i E 0 z PROJECT MOYER MARTINEZ RESIDENCE 3480 ORCHARD ST ORIENT, NY 11957 OWNER EDDIE MARTINEZ & SAM MOYER 1 2 2 1 3 I DESIGNER -302.0 -302.0 -300.0 -10.0 -300.0 I I I I I STUDIO SKILLMAN LLC 114 EAGLE STREET#1 L BROOKLYN, NY 11222 NEW ASPHALT SHINGLE ROOF MEP ENGINEER: CD B-CUBED ENGINEERING LLC - 6 EAST MAIN STREET ;7t WESTPORT, CT 06880 M TEL. 203.349.5916 N INFO@BBB-ENGINEERING.COM rn ARCHITECT OF MONTOUTE ARCHITECTS PLANNERS NEW YORK, NY 10035 o � _ O M N The intent of this drawing is to illustrate the N v general concepts of spatial design in terms of layout, dimensions, finishes&equipment. � Any structural, mechanical or electrical work indicated or implied herein, must conform to 1 � and be coordinated with local Building Department approved drawings and must -300.0 comply with all codes and laws of regulatory agencies having jurisdiction thereof. Do NOT scale this drawing to determine any measurements for work shown. Use — — — — — — — — — — — — _ — — — dimensions specified or verify with project architect if dimensions are not specified or o are unclear. o - 4J lV O - ISSUES r � 03/08/22 PERMIT SET r 2"/ 1'-OI' I SHEET TITLE: I I I I NEW ASPHALT ' ROOF PLAN zo SHINGLE ROOF Lt IUIL — — — _ --- f-- — — L" Project MOYER MARTINEZ TRELLIS/PORTICO Q S7l�-�C' Date 03/07/22 J.� Drawn Author I 24'-3" I 9'-111/2" I 16'-0" 1 32'-0" � � Checked Checker Scal 1/4" = 1'-0" SHEET NUMBER: A-011 . 00 SHEET OF 22 DOB Approval Seal w ERS Awcti, T.O. RIDGE BEAM ��\ G• MONT°T�c' $, 0 IVO 03j94''"' Thlr '; DOB BSCAN i a� aEi 0 z T PROJECT 48'-0" MOYER MARTINEZ RESIDENCE 3480 ORCHARD ST WATER SOFTENER SYSTEM ORIENT, NY 11957 REPLACE OLD GAS WATER HEATER W/NEW INCOMING DOMESTIC OWNER EDDIE MARTINEZ & SAM MOYER ELECTRIC WATER HEATER: RHEEM PERFORMANCE WATER SERVICE PLUS 50 GAL. MEDIUM 9 YEAR 550015500-WATT ELEMENTS ELECTRIC TANK WATER HEATER WITH LED INDICATOR DESIGNER CIRCULATING SERVICE I STUDIO SKILLMAN LLC HOT WATER SYSTEMS — INCOMING ELECTRICAL SERVICE 114 EAGLE STREET#1 L HAVE AUTOMATIC OR BROOKLYN, NY 11222 ACCESSIBLE MANUAL ' CONTROLS. \ 461-8" of _ - A � / � _ MEP ENGINEER: ------� B CRAWL SPACE B-CUBED ENGINEERING LLC 6 EAST MAIN STREET XEll \ \ / WESTPORT, CT 06880 TEL. 203.349.5916 \ \ ' / NFO@BBB ENGINEERING.COM ------ '~ i \ \ \ �00 C4 / , _ - - _ - � ARCHITECT OF '\ \ M AUTOMATIC OR GRAVITY DAMPERS o 00 MONTOUTE ARCHITECTS PLANNERS ARE INSTALLED ON ALL OUTDOOR ' \ /� AIR INTAKES AND EXHAUSTS M MADISON AVE �. -- NE� \� NEW YORK, NY 100355 / /FURNACE FROM ATTIC FRESH AIR INTAKE / /REINSTALLED IN CRAW SPACE _ _ _ _ _ _ _ _ _ _ _ _ _ EXHAUST AIR The intent of this drawing is to illustrate the general concepts of spatial design in terms E3 — _ — -- — % ` — — \ of layout, dimensions, finishes&equipment. Any structural, mechanical or electrical work indicated or implied herein, must conform to and be coordinated with local Building / l Department approved drawings and must comply with all codes and laws of regulatory E3 0 agencies having jurisdiction thereof. 0 14'-8" o Do NOT scale this drawing to determine any — �, measurements for work shown. Use dimensions specified or verify with project architect if dimensions are not specified or are unclear. 13 ❑ EXTERIOR ASSEMBLY 2(EXT.TO INT.) • EXISTING SOIL BACKFILL % EXISTING DAMPROOFING ISSUES EXISTING 8"CMU FND. STEM WALL 16'-0" NEW LAYER RIGID INSULATION r MIN. R-13/R-10 CONTINUOUS 07/26/22 PERMIT 54 MECHANICAL&PLUMBING SYSTEMS NOTES: HEATING AND COOLING EQUIPMENT IS SIZED PER ACCA MANUAL S BASED ON LOADS CALCULATED PER EXISTING SEPTIC TANK(NOT ACCA MANUAL J OR OTHER METHODS APPROVED BY THE CODE OFFICIAL USED) HVAC PIPING CONVEYING FLUIDS ABOVE 105'F OR CHILLED FLUIDS BELOW 55'F ARE INSULATED TO zR-3 HOT WATER PIPES MUST BE INSULATED TO zR-3 SUPPLY AND RETURN DUCTS IN ATTICS INSULATED>= R-8 WHERE DUCT IS >= 3 INCHES IN DIAMETER AND>= R-6 WHERE < 3 INCHES. SUPPLY AND RETURN DUCTS IN OTHER PORTIONS OF THE BUILDING INSULATED >= R-6 FOR DIAMETER>= 3 INCHES AND R-4.2 FOR < 3 INCHES IN DIAMETER. C/ DUCT TIGHTNESS TEST RESULT OF <=4 CFM/100 FT2 ACROSS THE SYSTEM OR <=3 CFM/100 FT2 WITHOUT AIR HANDLER @ 25 PA. FOR ROUGH-IN TESTS,VERIFICATION MAY NEED TO OCCUR DURING FRAMING INSPECTION SHEET TITLE: DUCTS ARE PRESSURE TESTED TO DETERMINE AIR LEAKAGE WITH EITHER: ROUGH-IN TEST: TOTAL LEAINA PRESSURE DIFFERENTIAL OF 0.1 INCH W.G.ACROSS THE CLUDING THE MANU AGE MEASURED WICTURER'S AIR HANDLER ENCLOSURE IF INSTALLED AT TIME OF TEST.M CRAWL SPACE POSTCONSTRUCTION TEST: TOTAL LEAKAGE MEASURED WITH A PRESSURE DIFFERENTIAL OF 0.1 INCH PLAN P' n n' W.G.ACROSS THE ENTIRE SYSTEM INCLUDING THE MANUFACTURER'S AIR HANDLER ENCLOSURE. EXISTING SEEPAGE PIT(NOT USED) AIR HANDLER LEAKAGE DESIGNATED BY MANUFACTURER AT<=2%OF DESIGN AIR FLOW PROGRAMMABLE THERMOSTATS INSTALLED FOR CONTROL OF PRIMARY HEATING AND COOLING SYSTEMS AND INITIALLY SET BY MANUFACTURER TO CODE SPECIFICATIONS HEAT PUMP THERMOSTAT MUST BE INSTALLED ON HEAT PUMP Project MOYER MARTINEZ CIRCULATING SERVICE HOT WATER SYSTEMS HAVE AUTOMATIC OR ACCESSIBLE MANUAL CONTROLS ALL MECHANICAL VENTILATION SYSTEM FANS NOT PART OF TESTED AND LISTED HVAC EQUIPMENT TO Date 07/26/22 MEET EFFICACY AND AIR FLOW LIMITS HOT WATER BOILERS SUPPLYING HEAT THROUGH ONE-OR TWO-PIPE HEATING SYSTEMS HAVE Drawn Author OUTDOOR SETBACK CONTROL TO LOWER BOILER WATER TEMPERATURE BASED ON OUTDOOR Checked Checker TEMPERATURE NEW DRAIN LINE OUT TO NEW SEPTIC.SEE MANUFACTURER MANUALS FOR MECHANICAL AND WATER HEATING SYSTEMS HAVE BEEN PROVIDED. Scal 1/4" = 1'.0" SEPTIC PERMIT DRAWINGS,I/A OWTS // HEATED WATER CIRCULATION SYSTEMS HAVE A CIRCULATION PUMP.THE SYSTEM RETURN PIPE IS A LAYOUT& I/A OWTS DETAILS BY SEPTICDEDICATED RETURN PIPE OR A COLD WATER SUPPLY PIPE. GRAVITY AND THERMOS-SYPHON SHEET NUMBER: CIRCULATION SYSTEMS ARE NOT PRESENT. CONTROLS FOR CIRCULATING HOT WATER SYSTEM PUMPS DESIGNER START THE PUMP WITH SIGNAL FOR HOT WATER DEMAND WITHIN THE OCCUPANCY. CONTROLS AUTOMATICALLY TURN OFF THE PUMP WHEN WATER IS IN CIRCULATION LOOP IS AT SET-POINT A- 1 TEMPERATURE AND NO DEMAND FOR HOT WATER EXISTS. -0 0 O . 0 O PROVIDE PROTECTION OF INSULATION ON HVAC PIPING. • G.C. TO PROVIDE ALL MANUFACTURER MANUALS FOR MECHANICAL AND WATER HEATING SYSTEMS, FOR INSPECTIONS&OWNERS EXISTING SEEPAGE PIT(NOT USED) DUCTS DECLARED TO BE WITHIN THE CONDITIONED SPACE ARE EITHER 1)COMPLETELY WITHIN THE CONTINUOUS AIR BARRIER AND WITHIN THE BUILDING THERMAL ENVELOPE SHEET OF 22 • All mechanical ventilation system fans not part of tested and listed HVAC equipment meet efficacy and air flow limits per Table R403.6.1. DOB Approval Seal MONN AN O�T� _-T.- // moo• 309 DOB BSCAN a� 1 CRAWL SPACE LEVEL ' ' E 1/411 = 1'-0" o z T 0 PROJECT 1 MOYER MARTINEZ RESIDENCE 2 2 3 -302.0 -302.0 -300.0 -300.0 3480 ORCHARD ST A-200.00 ORIENT, NY 11957 OWNER 1 24'-3" 9'-111/2" 16'-0" 32'-0" EDDIE MARTINEZ & SAM MOYER 2'-33/4" 9'-0" 1'-71/2" 9'-0" '-33/4" DESIGNER G D-1 G D-2 12'-3 27/32" 19'-2" STUDIO SKILLMAN LLC 114 EAGLE STREET#1 L BROOKLYN, NY 11222 (4) R@7" 12' -91/8" 3'-2 7/8" 00 7'-9" 8'-0" 4'-91/8" l 5'-4" 2'-0" 11'-5" In — 71MEP ENGINEER: - - - - - - - - - - - -I- - - - - - - 1 — — __ 0 _ B-CUBED ENGINEERING LLC 6 EAST MAIN STREET =r ] „ 10 WESTPORT, CT 06880 HOOODD .ABV -�C=09� � —EQ EQ REF. _ 23" VNT ID-13 9 -21/2 TEL. 203.349.5916 - VNT#Z,A� -- — i i t° - G� � —'C-08> - 1- `� 1 I VN INFO@BBB-ENGINEERING.COM - — J RANGE/OVEN - GARAGE T / — — — BEDROOM 2 M , I? 1\ D�01 cl I - `J _ � I 1 ID-14 1 N i Q v _ -228.0 3 -226.0 `- "' N I - I1 0`- C3fl ARCHITECT OF O P NTRY T-7 314" EXISTING -234.0 STAIR � \ \ -230.0 MONTOUTE ARCHITECTS PLANNERS w I to I 1787 MADISON AVE#203 FOYER I \ \ J I ,� 2 >/ COAT CL. VNT o 5smp . —56— 26" — — — NEW YORK, NY 10035 A�� A-202.0 2 Lj�. w �C 07 I Ci+�' - �� n — — e, r// u(�ytJ� �C-10 C-11> \ \ \— �� 2C-2O0.00 --- --- 6'-3„ 3'.0— w WALK-IN CL. w i� r' IWNE 'S BATHRM� T `? 1 TEMPERED 1 STEP — — L— _ — — — CENTERLINE OF _ _ — — — M GLASS ID-16 - - STRUCTURE I A-230.)r7 — — r co -300.0 WINDOW STEP 4 -220.0 3 \\ w I 10'-0" VNT I to N N The intent of this drawing is to illustrate the C 05 _ _ CENTERLINE OF N , C� N general concepts of spatial design in terms N - -I- - - - - - - - T.V. c=01> I w r / I w STRUCTURE 1 — ID 10 I of layout, dimensions, finishes &equipment. _ A 1 UP I d-_0 7, Any structural, mechanical or electrical work -' \\ 2 � � Mlsc-CL. indicated or implied herein, must conform to I OPEN LIVING AREAS A-222.0 2 D-09 I I ID-11 and be coordinated 77 1 coo dinated with local Building — - - — — - — - — - — —f — — — — — !L4J< - -\ — _ — _ _ \ _ —_ _ — _ —_ — _ _ Department approved drawings and must - G2 -0 I _ 2 224.00 g D-08 EQ EQ comply with all codes and laws of regulatory _ �C-06>/ -508.0 FP1 ® - agencies having jurisdiction thereof. w C'J I I — 1 D-07 OWNER'S EDROOM Q EQ EQ w I C-O� Do NOT scale this drawing to determine any 3 t° measurements for work shown. Use LID POWDER I D-06 o dimensions specified or verify with project ' � ID-03 it � w I architect if dimensions are not specified or VNT 1 -236.0 4 are unclear. CayI VNT I ID-05 2 . W_W I I IVNT VNT ISSUES SCREENED IN PORCH o _ "T I -- — — — — — 07/26/22 PERMIT C-03)— — I - — �C-08 ;h - N - _ — O —EQ EQ— -- ICCJJ FP2 EQ EQ 12' -3 314" 1'-11" 9'-61/2' I 7t r -y TYPICAL 28-0 t"> POSTS PER 11 III III TRUCTURAL �A�OOD 1I ) I9'-2" o :; '-4 3/4" STEP tt _J__ttlTHIS DECK LEVEL TO MATCH DIRECTION OF INTERIOR WOOD FLOORS 1.IF '� — '� SHEET TITLE: STEPS - FIRST FLOOR 77 8'-11 318' 6'-01/4" 1 8'-11 3/8" 1 PLAN A-202.00 �- Project MOYER MARTINEZ n 1ST FLOOR 9.8' A.S.L. Date 07/26/22 Drawn M.C. "SKILLMAN" \ � \ CONSTRUCTION NOTES Checked Checker scal As indicated TAG# NOTE GRAPHIC LEGEND SHEET NUMBER: HEAD i 5/8"GYP. LAMINATED TO HEAD i i 5/8"GYP. LAMINATED TO HEAD 5/8"GYP. LAMINATED TO C-01 NEW 30"X30"CLEAR ACCESS HATCH (ACCESS TO CRAWL SPACE BELOW)W/ACCESS LADDERISTEPS TO BOTTOM OF CRAWL SPACE. ATTIC ACCESS HATCH AND DOOR INSULATION>_R-VALUE OF THE ADJACENT ASSEMBLY i EXISTING CEILING i i EXISTING CEILING EXISTING CEILING INSTALL AS PER M1414 OF 2020 RCNYS OR AS PER MANUFACTURER SPECIFICATIONS.WOOD-BURNING EXISTING WALL DEMO WALL NEW WALL CONT,ACOUST. SEALANT CONT.ACOUST.SEALANT C-02 WOOD BURNING STOVE, - - -- --- - A- 1 01 . 00 CONT.ACOUST.SEALANT i i i : FIREPLACES MUST HAVE TIGHT FITTING FLUE DAMPERS AND OUTDOOR AIR FOR COMBUSTION.AUTOMATIC OR GRAVITY DAMPERS ARE INSTALLED ON ALL OUTDOOR AIR INTAKE AND EXHAUSTS. - - - -- - -- THINSET&TILE @WET LOC. THINSET&TILE @WET LOC. C-03 SCREENED PORCH-INSTALL SCREEN @UNDERSIDE OF DECK i — GYPSUM BOARD ON MIN. 5/8"TYPE X GYPSUM C-05 CLOTHES DRYER VENTED IN ACCORDANCE WITH M1502. 7 i4 5/8"GYPSUM WALL BOARD C-06 NEW WOOD FLOORING AND BASEBOARD THROUGHOUT PLAN I I (GREEN BOARD @WET LOC.) PLAN i i RESILIENT CHANNEL PLAN WALL BOARD C-07NEW TILE FLOORING THROUGHOUT�07 SHEET OF 22 3 5/8" MTL. STUD @ 16"O.C. C-08 BLOWER DOOR TEST @ 50 Pa.<=3 ach DOB Approval CONT.ACOUST. SEALANT CONT.ACOUST.SEALANT PP Seal ��R�a y�T� � 5/8"X 1/2"ALUMINUM i i C-09 NEW RANGE HOOD MIN.EFFICACY 2.8 CFMNVATT EXTRUDED ALLOY"F"REVEAL I C-10 MOVE WASTE STACK OVER&CONCEAL INSIDE WALL :��C' OIJj t' 0�. 2.5"X 5/8"HARDWOOD BASE HARDWOOD BASE HARDWOOD BASE C-11 Programmable thermostats installed for control of primary heating and cooling systems and initially set by manufacturer to code BASE BASE �' BASE , � specifications � �,�,w.. •.,. , .� 1 , Varies WOOD FLOOR WOOD FLOOR `' '° WOOD FLOOR 1i N Al FULL HT. PARTITION -NON-RATED A2 FULL HT. PARTITION-RESILIENT CHANNEL 62 FULL HT. PARTITION -1 HR. RATED DOB BSCAN n PARTITION SCHEDULE 1 11/211 = 1'-0" E 0 z T 0 PROJECT MOYER MARTINEZ RESIDENCE 3480 ORCHARD ST ORIENT, NY 11957 OWNER EDDIE MARTINEZ & SAM MOYER DESIGNER STUDIO SKILLMAN LLC 114 EAGLE STREET#1 L BROOKLYN, NY 11222 MEP ENGINEER: B-CUBED ENGINEERING LLC 6 EAST MAIN STREET WESTPORT, CT 06880 TEL. 203.349.5916 INFO@BBB-ENGINEERING.COM ARCHITECT OF MONTOUTE ARCHITECTS PLANNERS 1787 MADISON AVE#203 NEW YORK, NY 10035 The intent of this drawing is to illustrate the general concepts of spatial design in terms of layout, dimensions, finishes&equipment, Any structural, mechanical or electrical work indicated or implied herein, must conform to and be coordinated with local Building Department approved drawings and must comply with all codes and laws of regulatory agencies having jurisdiction thereof. 4'-10" 31-011 7'-6 3/4" 39-011 41-10-1 Do NOT scale this drawing to determine any measurements for work shown. Use dimensions specified or verify with project `�n architect if dimensions are not specified or 2 are unclear. ISSUES TV ROOOM N 07/26/22 PERMIT N PAINTED WD. 4 c FLOORING •' _ in ~ M OfA 0 ke—gS - -234.0 - eu RHGW I D-21 5 PAINTED SHELVING BY 1l2 G.C. 990.360.76 TEMPERED GLASS WINDOW DNEi ID-22 TEMPERED GLASS WINDOW ® SHEET TITLE: ------ ih ID-25 2._2.. °OJ rr SECOND FLOOR N - ---- M 6 r ------- 3 �'N A& 7 PLAN 1 -232.0 4 —703.339.82 5 -232.0 8 -24 r ------ ID 2 40. 285 . 03 6 Project MOYER MARTINEZ Date 07/26/22 BEDROOM 3 SECOND FL. Drawn Author PAINTED WD.� BATHROOM FLOORING Checked Checker ID-23 "; L Scal 1/4' = 1'-0" M FP - M - SHEET NUMBER: NEW SHELF AND 1(V2 �2 I'l12 CLOTHES POLE 102 . 0 0 3'-3" 12'-5" 7'-63/4" A- SHEET OF 22 DOB Approval Seal r G.MO 1 SECOND FLOOR �o w No. 03 F TNS' P� DOB BSCAN m E a� 0 z T 0 PROJECT MOYER MARTINEZ RESIDENCE / > N 3480 ORCHARD ST ORIENT, NY 11957 FENCE OWNER EL. 6.6' / EDDIE MARTINEZ & SAM MOYER / EL. 7.0' DESIGNER STUDIO SKILLMAN LLC 114 EAGLE STREET#1 L BROOKLYN, NY 11222 / CREENED-IN PORCH / MEP ENGINEER: B-CUBED ENGINEERING LLC 6 EAST MAIN STREET WESTPORT, CT 06880 / STEPS TEL. 203.349.5916 / INFO@BBB-ENGINEERING.COM EL. 7.9' ARCHITECT OF / EL. 10.2' / o MONTOUTE ARCHITECTS PLANNERS \ 1787 MADISON AVE#203 NEW YORK, NY 10035 I \ \ / / POOLDECK The intent of this drawing is to illustrate the / I POOL EQUIPMENT \ \ 4' general concepts of spatial design in terms / I AT GRADE ON \ of layout, dimensions, finishes &equipment. CONC. PAD Any structural, mechanical or electrical work / I \ indicated or implied in, must conform to and be coordinated with local Building Department approved drawings and must I PUMP - G�EP comply with all codes and laws of regulatory / --------- - agencies having jurisdiction thereof. STEPS Do NOT scale this drawing to determine any CM measurements for work shown. Use / FILTER �Ri►r �I dimensions specified or verify with project I architect if dimensions are not specified or / I SALT CELL are unclear. / 3FT. DEEP HEATER ISSUES [No Slope] \ Zo ,p'' / EL. 6.7' NGS 03/08/22 PERMIT SET / cVV / I PLANTER WALL �- \ EXISTING SEPTIC SEEPAGE PITS IP / SHEET TITLE: j SWIMMING POOL / MASTER PLAN Project MOYER MARTINEZ EL. 6.7 I / Date 03/07/22 / Drawn Author / Checked Checker EL. 6.6' / SHEET NUMBER: 5FT. DEEP I Sim A- 1 03 . 00 2 74, 101* [No Slope] -104.0 �Ri]r I SHEET OF 22 / DOB Approval Seal AR G.MOAJ do 03�Q1. - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FrHP � - — - -- DOB BSCAN SWIMMING POOL MASTER PLAN 0 z r C PROJECT MOYER MARTINEZ RESIDENCE 3480 ORCHARD ST ORIENT, NY 11957 \ - 8 M8 = OWNER - EDDIE MARTINEZ & SAM MOYER - - --4 - - P _0'_- 6 OL DECK ---- _ — 0' - 6 1/2" - — -505-0 i s N DESIGNER O PL Q PL PL Q M _ – ---- -- M E. GRADE @POOL \ -- _AREA (7ft. A.S.L•) = STUDIO SKILLMAN LLC I= _ LO _ I 314„ - ! 1-0' _ ° i 114 EAGLE STREET#1 L _ m •� ° . . - ° BROOKLYN, NY 11222 _ __-- _ ----- INTERIOR (3.5FT.B.O. POOL --7=1 _A.S.L. -6' - 3 19/32° CLOSING&SELF LATCHING GATE.1==_-It rEmo= I 12am_ III — GATE TO BE SECURELY LOCKED WITH A MEP ENGINEER: —I I I I I II ( ( I �-I II II -( I I I II _I II_ I I I � I I —_III I COMBINATION OR OTHER CHILD PROOF 1� �=�t It t —I I1�1 I�1 1� I1T� I=1�1 7 t t —tom= 1 t t =fit f= — _GROUNDWATER LOCK SUFFICIENT TO PREVENT ACCESS TO -8' - 9 19/32" HE SWIMMING POOL,WHEN THE SWIMMING ° B-CUBED ENGINEERING LLC _ — — 6 EAST MAIN STREET F�I — I—III— I — — (—III—) — — I — 1: 1— 1 I I I POOL IS NOT IN USE OR SUPERVISED WESTPORT, CT 06880 — =1 I-1 =1 I I1 I I-1 I I=1 I I-1 I I=1 I I=1 I I=1 I I=1 TEL. 203.349.5916 INFO@BBB-ENGINEERING.COM n LONGITUDINAL SECTION (a�POOL 4 10470 ARCHITECT OF MONTOUTE ARCHITECTS PLANNERS 1787 MADISON AVE#203 3 NEW YORK, NY 10035 -505.0 V-0.1 4R@7" The intent of this drawing is to illustrate the [No Slope] general concepts of spatial design in terms of layout, dimensions, finishes&equipment. Any structural, mechanical or electrical work indicated or implied herein, must conform to PLANTER WALL MIN.48" SURROUNDING and be coordinated with local Building HIGH FROM EXTERIOR BARRIER BARRIER MIN.48" Department approved drawings and must -� SIDE OF POOL& MIN. V FROM FINISH FLOOR comply with all codes and laws of regulatory 42" FROM POOL OF EXTERIOR SIDE agencies having jurisdiction thereof. INTERIOR SIDE Do NOT scale this drawing to determine any measurements for work shown. Use dimensions specified or verify with project � °e•• -°�°;, . ., .": • �=• ° ' architect if dimensions are not specified or -OOL—DECk�ARE- are unclear. \\ - - - — 4 POOL HANDRAIL ISSUES 07/26/22 PERMIT ,o 41 SWIMMING POOL NOTES: • POOL AND SPA SUCTION OUTLETS SHALL HAVE A COVER THAT CONFORMS TO ANSIIASME A112.19.8,OR AN 18 INCH x 23 INCH (457MM BY 584 MM) DRAIN GRATE OR LARGER,OR AN APPROVED CHANNEL DRAIN SYSTEM. • SUCTION OUTLETS TO PRODUCE CIRCULATION THROUGHOUT THE POOL OR SPA.SINGLE-OUTLET SYSTEMS, SUCH AS ° AUTOMATIC VACUUM CLEANER SYSTEMS,OR MULTIPLE SUCTION OUTLETS,WHETHER ISOLATED BY VALVES OR o OTHERWISE, SHALL BE PROTECTED AGAINST USER ENTRAPMENT. °^ SHEET TITLE: • SWIMMING POOL TO BE SURROUNDED BY A BARRIER PER RESIDENTIAL CODE OF NY STATE APENDIX G SECTION 105.3 h? • THE SWIMMING POOL SHALL BE EQUIPPED WITH AN APPROVED POOL ALARM PER G107.1 OF RESIDENTIAL CODE OF NY • ENERGY CONSUMPTION OF THE POOL SHALL BE IN ACCORDANCE WITH R403.10.1 HEATERS AND R403.10.3 COVERS SWIMMING POOL • SWIMMING POOL SHALL BE IN ACCORDANCE WITH APSP 15A PLANS • HOT WATER PIPES MUST BE INSULATED TO>R-3 • POOL TO HAVE A VAPOR RETARDANT COVER ° • READILY ACCESSIBLE SWITCH ON HEATERS FOR SWIMMING POOLS OR PERMANENT IN-GROUND SPAS.SWITCH OPERATION DOES NOT CHANGE HEATER THERMOSTAT SETTING.HEATER CIRCUIT BREAKER IS INSTALLED INDEPENDENT INSTALL VAPOR RETARDANT POOL COVER OF SWITCH. GAS-FIRED HEATERS EQUIPPED WITH IGNITION PILOTS THAT ARE NOT CONTINUOUSLY BURNING PILOTS ADD ALT, 1 INFINITY EDGE FOR USE WHEN POOL IS NOT IN USE Project MOYER MARTINEZ • TIMER SWITCHES OR OTHER AUTOMATIC PRESET SCHEDULE CONTROL METHOD ARE INSTALLED ON HEATERS AND PUMPS SERVING POOLS AND PERMANENT Date 07/26/22 Drawn Author SURROUNDING BARRIER MIN. Checked Checker 48" FROM FINISH FLOOR OF _ EXTERIOR SIDE —.. Scal As indicated [No Slope] SHEET NUMBER: rs. A- 1 04 . 00 SHEET OF 22 DOB Approval Seal AR 10 O, 1m` DOB BSCAN n POOL ENLARGED PLAN 1/4" = 1'-0" 0 Z T PROJECT MOYER MARTINEZ RESIDENCE 3480 ORCHARD ST ORIENT, NY 11957 OWNER EDDIE MARTINEZ & SAM MOYER SECOND FLOOR DESIGNER RIDGE 19' - 1 1/4" STUDIO SKILLMAN LLC 114 EAGLE STREET#1 L BROOKLYN, NY 11222 K1 ASPHALT SHINGLE rn - o— B-CUBED ENGINEERING LLC �— 6 EAST MAIN STREET WESTPORT, CT 06880 -� N n,2 2 TEL. 203.349.5916 VERTICAL CEDAR RAINSCREEN SIDING INFO@BBB-ENGINEERING.COM — _ —SECOND FLOOR 7' - 1" Hit IIIIINIIIIIIIH1111111 III Ilwill IIIHIII��Jll ARCHITECT OF v MONTOUTE ARCHITECTS PLANNERS 1787 MADISON AVE#203 NEW YORK, NY 10035 D-01 — -- - 1ST FLOOR 9.8' -- — — — — — — —A.S.L. �1 ---- -- -------- 0' - 0" The intent of this drawing is to illustrate the —iii—�i—�i iiii—iii—iii—�i i—iii—� i—i i—i —i i—iii—i i—i i—� i— i—iii—� —�i iiii—i i—iii—iii—i i�—iii—iii—iii—�i—i i—� i i i i iiiiii—iii—iii i i—iii—� i—i i—i ARAGE LEVEL general concepts of spatial design in terms of layout, dimensions, finishes & equipment. Any structural, mechanical or electrical work indicated or implied herein, must conform to and be coordinated with local Building Department approved drawings and must comply with all codes and laws of regulatory agencies having jurisdiction thereof. n NORTH ELEVATION Do NOT scale this drawing to determine any 1/4" = 1'-0" measurements i se dimensions specified or verify wir work shown. th nproject architect if dimensions are not specified or are unclear. 1 -300.0 ISSUES FLUE -CLEARANCE ABOVE ROOF IS 3'AT 03/08/22 PERMIT SET ROOFLINE AND VAT 10'(PER TABLE R1001.1 RESIDENTIAL CODE OF NYS) SECOND FLOOR — — — — — — — — — — — — — — — — RIDGE1 19' - 11%4" �A ASPHALT SHINGLE o ASPHALT SHINGLE T.O. RIDGE BEAM 4 �i2 13' - 11 1_/_4" �112' I'`� � SHEET TITLE: 2 M EXTERIOR VERTICAL CEDAR RAINSCREEN SIDING ELEVATIONS 10 _ _ _ _ SECOND FLOOR 7' - 1" Project MOYER MARTINEZ Date 03/07/22 �0 NEW VERTICAL CEDAR SIDING (RAINSCREEN) Drawn Author Checked Checker E. Scal 1/A 11 _ 1'-011 CONDENSING `F UNIT 1ST FLOOR 9.8' SHEET NUMBER: — — — — — — — — A.S.L. 0v - 06 E. GRADE @POOL A-200 . 00 AREA (7ft. A.S.L.) -21 - 919/32 SHEET OF 22 DOB Approval Seal AR - -I I—— —_— -----——-- —_--1 I _ —_ ` G muIV r V I I I I I I I I I I I I I I I I I I III 1 1 1 1=1 I I-1 I I=1 I I-1 11=III-1 I I=1 I I I I I I=1 I I=1 I I I I I I I I I I I I I I I I II I I I I I—I I-- — --I-- I I I III III—III—III—III—IIIIII—III— ( �, �� O 0309 "' DOB BSCAN n EAST ELEVATION 1/411 = 1'-0" E 0 z r 0 PROJECT MOYER MARTINEZ RESIDENCE 1 2 21 3 3480 ORCHARD ST -302.0 -302.0 -300.0 -10.0 -300.0 FLUE -CLEARANCE ABOVE ROOF IS 3'AT ORIENT, NY 11957 ROOFLINE AND 2'AT 10'(PER TABLE OWNER R1001.1 RESIDENTIAL CODE OF NYS) EDDIE MARTINEZ & SAM MOYER SECOND FLOOR T- STUDIO SKILLMAN LLC BROOKLYN, NY 11222 M _ Q 13' - 11 1/4" MEP ENGINEER: T IV IV V� ASPHALT SHINGLE B-CUBED ENGINEERING LLC N � � 6 EAST MAIN STREET WESTPORT, CT 06880 - � � TEL. 203.349.5916 TRELLIS PORTICO INFO@BBB-ENGINEERING.COM — — — — _ — SECOND FLOOR 71 - 111 r_ o VERTICAL CEDAR RAINSCREEN SIDINGARCHITECT OF E o i ID-3 ID-3 MONTOUTE ARCHITECTS PLANNERS D-0 1787 MADISON AVE#203 c ---�--, - NEW YORK, NY 10035 �Q : 1ST FLOOR 9.8' — — — \ A.S.L. � = I I=1 I I=1 I I = I = 1= I —d F I I I=1 11= _ _ _ _ _ _ _ _ = I=1 =1 I= I I=1 =III=1 I =1 I = I = I = _ _ _111=H1=11_ — — — -- —_ The intent Of this drawing is to illustrate the III--III—I general concepts of spatial design in terms —III—III—III—III—III—III—IIIIII—III—III—III—III—III—III—III—III III—III—III—IIIIII—III—III—III III—III—III—III—III—III—III III—III III—III—III—III—III—IIIIII—III—III—( III I I— of layout, dimensions, finishes &equipment. Any structural, mechanical or electrical work indicated or implied herein, must conform to and be coordinated with local Building Department approved drawings and must comply with all codes and laws of regulatory SOUTH ELEVATION agencies havingjurisdiction thereof. Do NOT scale this drawing to determine any measurements for work shown. Use dimensions specified or verify with project architect if dimensions are not specified or are unclear. ISSUES 03/08/22 PERMIT SET SECOND FLOOR RIDGE 19' - 1 1/4" ASPHALT SHINGLE SHEET TITLE: T.O. RIDGE BEAM_ EXTERIOR 13' - 11 1/411 ELEVATIONS 02 Project MOYER MARTINEZ I --- i Date 03/07/22 _ (Drawn Author SECOND FLOOR Checked Checker Scal 1/4 11 /4" - 1'-0" - -- j -- ---- VERTICAL CEDAR it RAINSCREEN SIDING SHEET NUMBER: n SCREENED PORCH i ii L J 1 ST FLOOR 9.8' . I , _ . . _ — — — AOS"0.. I-_ SHEET OF 22 — _ DOB Approval Seal -III—I - -_---_—_---_ �--_--- III__ — I — 1— I —I I I_ _ t Y -II =1 — - —_ —- - — - - _ I — = = = I =111=11 11 IMI =1 =____ I I—III—III—III--� I I—� I I—� � �—I I �—III—� I I—I � �—IIIA I I—I I I—I � �—� � �—III III III III—� � � III III III I � �` '�.1r• �0. 03.39411\ F s-r P WEST ELEVATION DOB BSCAN E 0 z T 0 R703.1.1 WATER RESISTANCE INSULATION NOTES: PROJECT THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A ALL INSULATION IS INSTALLED PER MOVER MARTINEZ RESIDENCE MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL MANUFACTURER'S INSTRUCTIONS. ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE EXTERIOR CEILING INSULATION INSTALLED PER 3480 ORCHARD ST ROOF CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE MANUFACTURER'S INSTRUCTIONS. ORIENT, NY 11957 EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. BLOWN INSULATION MARKED EVERY N INT.) • NEEWWASPHALT ASSEMBLY S 1 (EXT.PHALT SHINN GLES INT.) ROOF ASSEMBLY 1 (EXT.NEW ASPHALT SHINGLES • NEW 1/2" PLYWOOD SHEATHING 300 FTZ NEW 1/2" PLYWOOD SHEATHING OWNER • NEW AIR GAP AND BATTENS VAPOR RETARDER IS NOT REQUIRED FOR CLIMATE ZONE 4A PER R702.7 VAPOR FLOOR INSULATION INSTALLED PER NEW AIR GAP AND BATTENS EDDIE MARTINEZ & SAM MOYER RETARDERS. MANUFACTURER'S INSTRUCTIONS 4" RIDIG INSULATION, R-26 4" RIDIG INSULATION, R-26 • NEW ICE&WATER SHEILD (WATER RESISTIVE AND IN SUBSTANTIAL CONTACT WITH NEW ICE&WATER SHETLD(WATER RESISTIVE BARRIER) A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOP. AIR THE UNDERSIDE OF THE SUBFLOOR BARRIER) • BARRIER AND THERMAL BARRIER INSTALLED PER MANUFACTURER'S INSTRUCTIONS EXISTING 3/4" CDX PLYWOOD ROOF SHEATHING EXISTING 3/4"CDX PLYWOOD ROOF SHEATHING • EXISTING 2X8 RAFTER FRAMING W/NEW CLOSED "THE BUILDING OR DWELLING SHALL BE TESTED AND EXISTING 2X8 RAFTER FRAMING W/NEW CLOSED DESIGNER R402.4.1.2 TESTING. CELL SPRAY FOAM INSULATION R-24.5 CELL SPRAY FOAM INSULATION R-24.5 • AIR BARRIER AND THERMAL BARRIER INSTALLED VERIFIED...CONDUCTED IN ACCORDANCE WITH RESNET/ICC380,ASTME E799, OR AIR BARRIER AND THERMAL BARRIER INSTALLED PER MANUFACTURER'S INSTRUCTIONS ASTME 1827..." PER MANUFACTURER'S INSTRUCTIONS STUDIO SKILLMAN LLC PAINTED 1/2"GYPSUM WALL BOARD PAINTED 1/2"GYPSUM WALL BOARD 114 EAGLE STREET#1L • _ _ _ _ _ _ _ _ _ _ _ T.O. RIDGE BEAM _ _ _ _ _ _ _ _ _ T.O. RIDGE BEAM BROOKLYN, NY 11222 13' _ 11 1/4" 13' - 11 1/4" 4 ,/2 /1"0" EXTERIOR ASSEMBLY 1 (EXT.TO INT.) • NEW LAYER RAINSCREEN VERTICAL CEDAR SIDING MEP ENGINEER: EXTERIOR ASSEMBLY 1 (EXT.TO INT.) 7 4 1.5"BATTEN FRAMING AND AIR • NEW LAYER RAINSCREEN O.H. -504.0 GAP (SEE DETAILS) B-CUBED ENGINEERING LLC VERTICAL CEDAR SIDING • NEW LAYER WATER RESISTIVE 6 EAST MAIN STREET WESTPORT, CT 06880 1.5" BATTEN FRAMING AND AIR IMEMBRANE GAP(SEE DETAILSIFLOOR INSULATION EXISTING 3/4"CDX PLYWOOD TEL. 203.349.5916 INFO@BBB-ENGINEERING.COM • NEW LAYER WATER RESISTIVE SHEATHING MEMI3RANE INSTALLED PER o EXISTING 2X6 FRAMING W/NEW • EXISTING 3/4" CDX PLYWOOD MANUFACTURER'S CLOSED CELL SPRAY FOAM SHEATHING INSTRUCTIONS AND IN H INSULATION MIN. R-21 I SUBSTANTIAL CONTACT _ AIR BARRIER AND THERMAL OPEN LIVING AREAS 2 • EXISTING 2X6 FRAMING W/NEW - CLOSED CELL SPRAY FOAM WITH THE UNDERSIDE OF OO I I BARRIER INSTALLED PER INSULATION MIN. R-21 THE SUBFLOOR co w MANUFACTURER'S INSTRUCTIONS c I -504.0 • AIR BARRIER AND THERMAL ❑ I I C` F: PAINTED GYPSUM WALL BOARDARCHITECT OF ' BARRIER INSTALLED PER C *WALL INSULATION IS INSTALLED PER FLOOR INSULATION INSTALLED PER I I MANUFACTURER'S INSTRUCTIONS I w MANUFACTURER'S INSTRUCTIONS MANUFACTURERS INSTRUCTIONS AND IN • PAINTED GYPSUM WALL BOARD 1ST FLOOR 9.8' SUBSTANTIAL CONTACT WITH THE MONTOUTE ARCHITECTS PLANNERS UNDERSIDE OF THE SUBFLOOR _J1ST FLOOR 9.8' 1787 MADISON AVE#203 A.S.L _ 1 _ _A.S O" NEW YORK, NY 10035 EXTERIOR ASSEMBLY 2(EXT.TO INT.) — I 0' - 0�� EXTERIOR ASSEMBLY 2(EXT.TO INT.) • EXISTING SOIL BACKFILL I X I EXISTING SOIL BACKFILL x • EXISTING DAMPROOFING I —/ I EXISTING DAMPROOFINGEXISTING 8"CMU FND, STEx I CRAWL SPACE • NEW LAYERS RAY FOAMM WALL I CRAW SPACE UNVENTED CRAWL SPACE WALL INSULATION I EXISTING 8 CMU FND. STEM WALL NEW LAYER SPRAY FOAM X '? INSULATION MIN. R-15 it INSTALLED PER MANUFACTURER'S INSTRUCTIONS 5 INSULATION MIN. R-15 UNVENTED CRAWL SPACE WALL INSULATION �r I ( XI -504.0 CRAWL SPACE X INSTALLED PER MANUFACTURER'S INSTRUCTIONS CRAWL SPACE LEVEL x LEVEL- — 5 3 3/4 -5 - 3 3/4 The intent of this drawing is to illustrate the p ° a - 1 - general concepts of spatial design in terms 5 1 1-7r5 -504.�00 __ ° ° -504.0 of layout, dimensions, finishes &equipment. CONTINUOUS VAPOR RETARDER INSTALLED OVER _ CONTINUOUS VAPOR RETARDER INSTALLED OVER Any structural, mechanical or electrical work CONCRETE FLOOR SLAB,JOINTS OVERLAPPED BY 6 IN. CONCRETE FLOOR SLAB,JOINTS OVERLAPPED BY 6 IN. indicated or implied herein, must conform to AND SEALED, EXTENDING ALL THE WAY UP AND — — GROUNDWATER AND SEALED EXTENDING ALL THE WAY UP AND GROUNDWATER ATTACHED TO THE WALL. USE DURABLE, REINFORCED -8' - 9 19/32'' `j� EXISTING CRAWL SPACE CONCRETE SLAB ATTACHED TO THE WALL. USE DURABLE, REINFORCED — — � and be coordinated with local Building EXISTING CRAWL SPACE CONCRETE SLAB WATERPROOF VAPOR BARRIER. WATERPROOF VAPOR BARRIER. -8' - 9 19/32" Department approved drawings and must comply with all codes and laws of regulatory agencies having jurisdiction thereof. 3 CROSS SECTION1 rn-� CROSS SECTION 1/4" = 1'-0" 1/4" = 1'-0" Do NOT scale this drawing to determine any measurements for work shown. Use dimensions specified or verify with project ROOF ASSEMBLY 1 (EXT.TO INT.) ROOF ASSEMBLY 2(EXT.TO INT.) ROOF ASSEMBLY 1 (EXT.TO INT.) architect if dimensions are not specified or NEW ASPHALT SHINGLES NEW ASPHALT SHINGLES NEW ASPHALT SHINGLES are unclear, • NEW 1/2" PLYWOOD SHEATHING NEW AIR GAP AND BATTENS NEW 1/2" PLYWOOD SHEATHING • 4" RIDIG INSULATION R-26 NEW AIR GAP AND BATTENS • NEW AIR GAP AND BATTENS NEW 3/4"CDX PLYWOOD ROOF SHEATHING 4" RIDIG INSULATION, R-26 ISSUES • N RIDIG INSULATION, R-26 NEW 2X RAFTER FRAMING (PER STRUCTURAL)W/ NEW ICE&WATER SHEILD(WATER RESISTIVE BARRIER) RESI.iTI • ESTI VE BARRIER)&WATER SHETLD (WATER �� - _ NEW CLOSED CELL INSULATION R-24.5 EXISTING 3/4 CDX PLYWOOD ROOF SHEATHING SECOND FLOOR PAINTED 1/2"GYPSUM WALL BOARD EXISTING 2X8 RAFTER FRAMING W/NEW CLOSED CELL • EXISTING 3/4"CDX PLYWOOD ROOF SHEATHING SPRAY FOAM INSULATION • PAINTED 1/2"GYPSUM WALL BOARD 19 1 1/4 • EXISTING 2X8 RAFTER FRAMING W/NEW - CLOSED CELL SPRAY FOAM INSULATION - R-24.5 16'-0" 16'-0" 16'-0" 00 • AIR BARRIER AND THERMAL BARRIER INSTALLED PER MANUFACTURER'S INSTRUCTIONS • PAIN-FED 1/2" GYPSUM WALL BOARD — — — _ _ — _ — — — — — _ _ _ _ — — — — — _ T.O. RIDGE BEAM - — 13' - 11 1/4" BEDROOM rh SECOND FLOOR EXTERIOR ASSEMBLY 1 (EXT.TO INT.) SHEET TITLE: • NEW LAYER RAINSCREEN VERTICAL CEDAR SIDING • 1.5" BATTEN FRAMING AND AIRGAP BUILDING • NEW LAYER OF WATER RESISTIVE -LN 1 — — — — — — — _ _ _G BARRIER SECTIONS • EXISTING 3/4"CDX PLYWOOD SHEATHING , FLITCH BEAM PER STRUCTURAL • EXISTING 2X6 FRAMING W/NEW CLOSED OWNER' BATH RM. J: CELL SPRAY FOAM INSULATION MIN. R-21 F YE • AIR BARRIER AND THERMAL BARRIER GARAGE REF HOOD OPEN LIVING AREAS LK-IN L. R]R UJI INSTALLED PER MANUFACTURER'S Project MOVER MARTINEZ INSTRUCTIONS J. Date 07/26/22 • 5/8" 'WB *WALL INSULATION IS INSTALLED PERI Drawn Author oQ 1ST FLOOR 9.8 Checked Checker 0 MANUFACTURERS INSTRUCTIONS RECLAD EXISTING STAIR — — — — — — _ _ _A.S.L. _ 1/4" _ 1 1-011 TO SECOND FLOOR 0 �® Scal _ SHEET NUMBER: GARAGE LEVEL 1,771 _ _ _ _ II — — 11 1 UNVENTED CRAWL SPACE WALI Ii Ti ICRAWLSPA, _ —( III ( I II II I —) I 4 1 1=1 I I-I I 1=1 I 1=1 11 _ -5 4 INSTALLED PER MANUFACTURER'S INSTRUCTIONS A 3 0 0 . 0 0 _ I ( I E (—III I -FLOOR INSULATION INSTALLED- I CRAWL SPACE FE 71 —III I PER MANUFACTURER'S-ti _ o -11 INSTRUCTIONS AND IN I I \ \\\ 4 :-`' " ° -5' - 3 3/4" Rl I-I II - -SUBSTANTIAL CONTACT WITH THE � - - - - - - - - - - - SEMBLY4 EXT.TO INT. I I UNDERSIDE OF THE SUBFLOOR i—i � ii � ii _ I _ I SHEET OF 22 FLOOR AS 1 ) ( Ll I I II I I-I I II I II I II I � — _ -#-� 1=1 I I I I I I I—III _ (CONTINUOUS VAPOR EXTERIO GRADE GYPSUM WALL BOARD I I I I ( IIIIIIIIIIII—III III_—III—III— I IIII ) -IIIIII—IIIIII—IIIIIIIIIIIIIIIIII—III I I I I-RETARDER INSTALLED OVER=III I—III—III IIIIIIIII-( III I DOB Approval Seal q .1 EXISTING FLOOR JOISTS W/NEW CONT. SPRAY FOAM CONCRETE FLOOR SLAB, �e�< MO • INSULATION, COMPLETELY FILL EXIST. CAVITY(MIN. R19) FLOOR ASSEMBLY 3 R30(EXT.TO INT.) FLOOR ASSEMBLY 2 R30(EXT.TO INT.) FLOOR ASSEMBLY 1 R19(EXT.TO INT.) JOINTS OVERLAPPED BY 6 IN. FLOOR INSULATION ��' G c� `N • EXISTING PLYWOOD SUBFLOOR OVER EXISTING SLAB ON GRADE VAPOR BARRIER PER MANUFACTURER'S VAPOR BARRIER PER MANUFACTURER'S AND SEALED, EXTENDING ALL INSTALLED PER FLOORING T.B.D. VAPOR BARRIER PER MANUFACTURER'S INSTRUCTIONS INSTRUCTIONS THE WAY UP AND ATTACHED TO MANUFACTURER'S 5 FLOOR INSULATION INSTALLED PER MANUFACTURER'S INSTRUCTIONS FLOOR JOISTS W/NEW CONT. SPRAY FOAM FLOOR JOISTS W/NEW CONT. SPRAY FOAM THE WALL. USE DURABLE, INSTRUCTIONS AND IN -504.0 - ----`— INSTRUCTIONS AND IN SUBSTANTIAL CONTACT WITH THE FLOOR JOISTS W/NEW CONT. SPRAY FOAM INSULATION, FILL CAVITY(MIN. R30) INSULATION, COMPLETELY FILL EXIST. REINFORCED WATERPROOF SUBSTANTIAL CONTACT WITH t ¢ � UNDERSIDE OF THE SUBFLOOR INSULATION, FILL CAVITY(MIN. R30) PLYWOOD SUBFLOOR CAVITY (MIN. R19) VAPOR BARRIER. THE UNDERSIDE OF THE 3 *AIR SEALING SHALL BE PROVIDED BETWEEN GARAGE AND EXISTING PLYWOOD SUBFLOOR TILE FLOOR FINISH EXISTING PLYWOOD SUBFLOOR SUBFLOOR �r CONDITIONED SPACE FLOORING T.B.D. HARDWOOD FLOORING o. F � FJHGw DOB BSCAN 1 TRANSVERSE SECTION 0 Z T 0 PROJECT MOYER MARTINEZ RESIDENCE — ROOF ASSEMBLY 2(EXT.TO INT.) 3480 ORCHARD STORIENT, NY 11957 • NEW ASPHALT SHINGLES • NEW AIR GAP AND BATTENS OWNER • 4" RIDIG INSULATION, R-26 EDDIE MARTINEZ & SAM MOYER • NEW 3/4"CDX PLYWOOD ROOF SHEATHING MIN. R-15 @CRAWL WALL FRAMINGNEW 2X RAFTER (PEN RTRU5 STRUCTURAL)W/ NEW CLOSED CEL • PAINTED 1/2"GYPSUM WALL BOARD DESIGNER T.O. RIDGE BEAM STUDIO SKILLMAN LLC 13' - 11 1/4" 114 EAGLE STREET#1 L REINFORCEMENT PER STRUCTURAL BROOKLYN, NY 11222 II I RIGID INSULATION - e = SLAB ON GRADE PER STRUCTURAL EXTERIOR ASSEMBLY 1 (EXT.TO INTI _4 y _ r NEW LAYER RAINSCREEN - - � 20 MIL VAPOR RETARDER UNDER SLAB I—III III IIIIII—III VERTICAL CEDAR SIDING MEP ENGINEER' PROTECTION BOARD/ROOT BARRIER LAYER- `. d_' fed 1-- Q � 2 INCH R10 XPS RIGID FOAM _ 1.5" BATTEN FRAMING AND AIR II _ BOARD INSULATION P1 GAP (SEE DETAILS) B-CUBED ENGINEERING LLC P A. e- I—I I II I I= I I—III— 6 EAST MAIN STREET CONT. DAMP PROOFING FROM BOTTOM OF— " ° "� P1 NEW LAYER WATER RESISTIVE J MEMBRANE COARSE,WASHED GRAVEL OR STONE WESTPORT, CT 06880 FOOTING TO UNDERSIDE OF SHEATHING= '. F �/ 3/4 CDX PLYWOOD SHEATHING TEL. 203.349.5916 OF— IIII—III— d. " ° ° e ._ _ _ 6 INFO@BBB-ENGINEERING.COM - o t d—`'—'-•�-�--- __,-_.�--.- - - - - - � LIVING EXISTING 2X6 FRAMING W/NEW !� -504.0 CLOSED CELL SPRAY FOAM AREAS 3'-6 118" INSULATION MIN. R-20 DRI ID • ° a - CEMENTITIO JS CANT&SLOPE G n 'd° ° ° a; ° = ° BEYOND PAINTED GYPSUM WALL BOARD INSULATION @FOOTING FOR DRAINAGE( —III— I —I '' ^ 1 - ' " ID-02 ID-03 *WALL INSULATION IS INSTALLED PER I ° ° ° MANUFACTURER'S INSTRUCTIONS — �::p.o.:cs, o - - "°d. e .• � oQ.d';oa.,.",;., :(�.v.o:_-•Oo; •, WEATHER RESISTANT II I ,.p,.�• p,._ 090" ';q .d" e, - // q o,,�,o. a"Q,pQ-:°. STEP UP COARSE,WASHED GRAVEL OR= D ;o'° : .: a a' o��_, o p c GFCI DUPLEX OUTLET I 1ST FLOOR 9.8' ARCHITECT OF STONE(NO FINES)WRAPPED IN_ _I_I I oo�.:o-o" •'b.''p -TEXTILE ' o, o¢oO°O�'1Q"oOo0`:•=. . - - . a: " ,_ °- - - _ ' III— --Q,, — — A.S. . 01 - 011 1787 MADISON AVE#203GEO44 .pMONTOUTE ARCHITECTS PLANNERS FOYER LEVEL NEW YORK, NY 10035 .,:Z�.•Q,6.��-b'.Cj�, d,�.- a-9a °; -°.A-_a e- a°-e._ A? a e" e'a'_-°.a.• a':; "-O I-I (� - __ _ 11 O � COMPACTED SUBGRADE PER _ _ -01 �� , O-bQ - ° "' ° A •d .. e - Ell � _ STRUCTURAL EXTERIOR ASSEMBLY 3-"CRAWL WALL" (EXT.TO INT.) =_=( III I--I ) I SOIL BACKFILL 4 DIA. PERFORATED - ;O;ab• _ `. < z -.e °' I I— DRAIN PIPE =I I I Q • o D��•; • = = = I — — — NCRETE FND. WALL — - DAMPROOFING I— I I I I—I —III- OLA ER SPRAY FOAM INSULATION MIN. R-15 —I — NEWI _ _ II— II _ B.0_FOUNDATION — I�I f1�T-1 � — � �— — — �- - � =--FF- — — -6' - 11 3/4" � The intent of this drawing is to illustrate the — general concepts of spatial design in terms _ FLOOR ASSEMBLY 2(EXT.TO INT.) of layout, dimensions, finishes&equipment. 3 2X FLOOR JOISTS W/NEW CONT. Any structural, mechanical or electrical work -302.0 SPRAY FOAM INSULATION, FILL CAVITY indicated or implied herein, must conform to (MIN. R30) and be coordinated with local Building • PLYWOOD SUBFLOOR Department approved drawings and must • TILE FLOORING comply with all codes and laws of regulatory FOOTING DETAIL n SECTION THROUGH BREEZEWAY agencies having jurisdiction thereof. 1 1/2" = 1'-0" 1/4" = 1'-0" Do NOT scale this drawing to determine any measurements for work shown, Use dimensions specified or verify with project architect if dimensions are not specified or are unclear. R703.1.1 WATER RESISTANCE ISSUES THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL 07/26/22 PERMIT ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE (ROOF ASSEMBLY 1 (EXT.TO INT.) EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. NEW ASPHALT SHINGLES NEW 1/2" PLYWOOD SHEATHING VAPOR RETARDER IS NOT REQUIRED FOR CLIMATE ZONE 4A PER R702.7 VAPOR NEW AIR GAP AND BATTENS RETARDERS ^ 4" RIDIG INSULATION, R-26 NEW ICE&WATER SHEILD(WATER RESISTIVE BARRIER) EXISTING 314"CDX PLYWOOD ROOF SHEATHING EXISTING 2X8 RAFTER FRAMING W/ NEW CLOSED CELL SPRAY FOAM INSULATION R-24.5 PAINTED 1/2"GYPSUM WALL BOARD SECOND FLOOR RIDG_E / 19' - 1 1/4" SHEET TITLE: EXTERIORNEW LAYER RAINSCR ENIVERTICAL BUILDING CEDAR SIDING / 1.5" BATTEN FRAMING AND AIR GAP SECTIONS NEW LAYER OF WATER RESISTIVE TV ROOOM BARRIER EXISTING 3/4"CDX PLYWOOD SHEATHING Project MOYER MARTINEZ EXISTING 2X6 FRAMING W/NEW CLOSED CELL INSULATION MIN. R-20 Date 07/26/22 5/8"GWB "WALL INSULATION IS INSTALLED PER ° Drawn Author MANUFACTURER'S INSTRUCTIONS Checked Checker _ = = MERU& scal =_ _ - _ ,, _ _ _ s indicated- FLOOR ndicated(FLOOR ASSEMBLY 1 (EXT.TO INT.) - -- -- - - -- --- - - - -- - - - _ = - - - - - SECOND FLOOR S EXTERIO GRADE GYPSUM WALL 7' - 1" HEFT NUMBER: BOARD EXISTING FLOOR JOISTS NEW I I A-302 . 00 CONT. SPRAY FOAM INSULATION, COMPLETELY FILL CAVITY(MIN. R19) SCREENED IN PORCH EXISTING PLYWOOD SUBFLOOR GARAGE FLOORING T.B.D. 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Q QQQ v0iCO Za c0 ¢ =' ~ U / \ F- O � W F- � OQ O a ZX a0 n a: a a ¢ x JmF- � w , \\ (n c) IL x r- � m L o m w (n 0w J 01- ww x J � � ..� N am � � Uzz0 0-.0 / -.0 ,� \\ ••bj�0,.0 \\ / •df1NyW Ui Id .,Z/1, , --� Z z _O U 0 m U W Cl) m z (n (9 p x d / z z W Q 24 L-.0 z o °-�° � O O 0 0 \ 0 \ a D a w wJ -im w w4 Z 0 = Z O x F- m In _ s Ww x > O 0 wU zU Q ooN ~ w 00 d II z1~L J Q' Q' Q' Q' ate' V Q' m JZ Z (n NzW M C7 [<L Z V x > N xU) VU N PROJECT MOYER MARTINEZ RESIDENCE 3480 ORCHARD ST ORIENT, NY 11957 OWNER EDDIE MARTINEZ& SAM MOYER DESIGNER STUDIO SKILLMAN LLC 114 EAGLE STREET#1 L BROOKLYN, NY 11222 NOTE:WATERPROOFING MEMBRANE W/REINFORCEMENT MEP ENGINEER: FLEECE TO BE INSTALLED UP TO CEILING IN TUB AREA.IN ALL OTHER WET AREA LOCATIONS THE WATERPROOFING MEMBRANE AND REINFORCEMENT FLEECE MUST RETURN 6" B-CUBED ENGINEERING LLC 6 EAST MAIN STREET UP THE WALL,AND UNDER CABINETS, FIXTURES AND APPLIANCES. WESTPORT, CT 06880 - __ - - - TEL. 203.349.5916 INFO@BBB-ENGINEERING.COM SCHEDULED TILE&GROUT FINISH EDGE OF JAMB THIN-SET MORTAR FULL/CONT.APPLICATION OF LATICRETE i V.I.F. ;L 9235 WATERPROOFING MEMBRANE AND 0'-10 3/4" 1 T = _ REINFORCEMENT FLEECE UP TO CEILING NEW WOOD FLOORING i i FLUSH r - ARCHITECT' OF �" HT. ON ALL WALLS IN SHOWERITUB (FL-1). REFER TO PLANS i i BATHROOM TILE PER PLAN AREA. FOR ORIENTATION OF MONTOUTE ARCHITECTS PLANNERS WOOD FLOOR MORTAR BED ;r _; _ RATED DURAROCK CEMENT i i __�;- r -=i- _ 1787 MADISON AVE#203 BOARD @TUB/SHOWER AREAS- PLYWOOD NEW YORK, NY 10035 SEAL ALL SEAMS W/LATICRETE WATERPROOF MEMBRANE HYDRO BAN ADHESIVE&SEALANT SUBFLOORING (CONTINUOUS) r— CONTI SEALANT( RIM OF TUB i CONT. FIRE-RETARDANT TREATED IL l - _ WOOD BLOCKING ANCHORED TO A EVERY WALL STUD is drawing is to BATH TUB The intent of this illustrate the general concepts of spatial design in terms - - _ of layout, dimensions, finishes&equipment. Any structural, mechanical or electrical work i.- — -_ - -- indicated or implied herein, must conform to a. . n and be coordinated with local Building FULL/CONT.APPLICATION OF LATI,RETE VARIES EXIST.WOOD FLOOR JOISTS Department approved drawings and must comply with all codes and laws of regulatory 9235WATERPIROOFING MEMBRANE. USE - g y REINFORCEMENT FLEECE THROUGHOUT ALL 0,_1„ STONE THRESHOLD W/ agencies having jurisdiction thereof. APPLICATION AREA BEVELED ENDS Do NOT scale this drawing to determine any measurements for work shown. Use 5 TUB SECTION DETAIL SHELVING UNIT DETAILS n TYP. BATHROOM THRESHOLD 2 INTERIOR STEP DETAIL dimensions specified work shoverify with project 1 1/2 = 1 -0 1 1/2 — 1 -011 architect if dimensions are not specified or are unclear. ISSUES USE CONCEALED OR SOSS HINGES (MIN.4) FLUSH 03/08122 PERMIT SET The stove is supplied by two types of air: C STUV 16 MODEL. 16-68 " Convection air NON-COMBUSTABLE 1 '` �� Combustion air MATERIAL PER UL ---- ---- 127 g SHEET TITLE: _ o W U �— '.{rte �.4_:�11" •y�Y• I�Jy�- � _ - iii _ INTERIOR DETAILS Z . V LU 1. AMBIENT AIR FROM ROOM - 'J 4 , �I 2. HEATED AIR(CONVECTION) 3. SUPPLY COMBUSTION AIR-DUCT EQUIPED W/AIR Project MOYER MARTINEZ DAMPER 4. AIR FLOW PREVENTS FINE PARTICLE REALEASE, Date 03/07/22 SEE MANUF. INSTRUCTIONS FOR DETAILS � ;�,�: •'.;,,.~*..�?+.",•;.;`• ,;.1•'t: j � 'i E t 5. AIR FLOW ALONG GLASS PANE FOR CLEAR VIEW Drawn Author 6. EXHAUST THROUGH CHIMNEY PIPE 1 DOOR JAMB & CASING DETAILS Checked Checker :,. ;:u: ; . _ ,_- -- J- 1 1/211 11.011 �; : ' A; : s i _ seal As indicated ZB0 4 1 �'.•.l� ,1�: Vit!".' - �^ -«� SHE ET NUMBER: '` _ � •.�.;'..ti i •_ _ _....:°.:_:__>. "�'L,::;-- 111 """ __- ,,.,.•'',/',,./' A-506 - 00 NYS RESIDENTIAL CODE 2020 SECTION R1006 EXTERIOR AIR SUPPLY: SHEET of 22 R1006.1 FACTORY BUILT...SHALL BE EQUIPED W/AN EXTERIOR AIR SUPPLY TO ENSURE PROPER DOB Approval Seal �== FUEL COMBUSTION UNLESS THE ROOM IS MECHANICALLY VENTILATED AND CONTROLLED SO THAT G;;� � �'�r�e, THE INDOOR PRESSURE IS NEUTRAL OR POSITIVE. 1'.4" 1'-6" 0'.7" HEARTH BELOW CLEARA CE PER MANUF. R1006.1.1 FACTORY-BUILT FIREPLACES. EXTERIOR COMBUSTION AIR DUCTS FOR FACTORY-BUILT FIREPLACES SHALL BE A LISTED COMPONENT OF THE FIREPLACE AND SHALL BE INSTALLED IN ACCORDANCE W/THE FIREPLACE MANUFACTURER'S INSTRUCTIONS. 'ti0 03'.�J�1 © STUV 16 FIREPLACE DOB BS1CAN 3/4 = 1 0 v E 0 z T 0 U-FACTORS OF FENESTRATION PRODUCTS ARE DETERMINED IN ACCORDANCE WITH THE NFRC TEST PROCEDURE OR TAKEN FROM THE DEFAULT TABLE PROJECT MOYER MARTINEZ RESIDENCE EXTERIOR DOORS U-FACTOR<0.25 MIN."LOW E2/CLR/LOW E1 (TRIPANE)" BY MARVIN (MEETS IEEC 2018), U.O.N. DOOR SCHEDULE 3480 ORCHARD ST INSUL. ORIENT, NY 11957 TAG # OPERATION WIDTH HEIGHT FRAME DEPTH Manufacturer Model Construction Type FINISH VALUES FLOOR LEVEL Glass Type Hardware Finish Frame Type OWNER EDDIE MARTINEZ & SAM MOYER ED-01 Sliding 3' - 0" 71 - 011 0' - 7 7/8" Duratherm Window Corporation Inswing/Outswing R-19 FOYER LEVEL Metal - Duratherm - Stainless Steel - US32D MIN. ED-02 Sliding 31 - 011 71 - 0" 0' - 7 7/8" Duratherm Window Corporation Inswing/Outswing R-19 1ST FLOOR 9.8' A.S.L. Metal - Duratherm - Stainless Steel - US32D DESIGNER MIN. ED-03 Sliding 6' - 4 5/8" 6' - 11 0' - 7 7/8" Marvin Windows and Doors UWSPD6068 DOUG FIR INTERIOR/ALUMINUM CLAD EXTERIOR 1ST FLOOR 9.8' A.S.L. IG Low E II with Argon STUDIO SKILLMAN LLC 1/211 114 EAGLE BROOKLYN, Y111 L STREET 2 ED-04 Sliding 6' -4 5/8" 6' - 11 0' - 7 7/8" Marvin Windows and Doors UWSPD6068 GLASS LITE & PAINT CRAWL SPACE LEVEL IG Low E II with Argon 1/2" ED-05 Sliding 12' - 10 7' - 1 1/2" 0' - 7 7/8" Marvin Windows and Doors UWSPD6068 1ST FLOOR 9.8' A.S.L. IG Low E II with Argon 3/8" MEP ENGINEER: ED-06 Sliding 12' - 10 7' - 1 1/2" 0' - 7 7/8" Marvin Windows and Doors UWSPD6068 1ST FLOOR 9.8' A.S.L. IG Low E II with Argon 3/8" � B-CUBED ENGINEERING LLC 6 EAST MAIN STREET ED-10 SWING 2' - 0" 7' - 0" 0' - 6 1/4" UPSTATE DOORS D001 SOLID CORE NATURAL DOUG FIR CRAWL SPACE LEVEL SEE TYPE C IN DETAIL 1 ON WESTPORT, CT 06880 1/A-506.00 TEL. 203.349.5916 ID-02 SWING 21 - 611 6' - 8" 01 - 61 UPSTATE DOORS D001 SOLID CORE NATURAL DOUG FIR 1ST FLOOR 9.8' A.S.L. SEE TYPE C IN DETAIL 1 ON INFO@BBB-ENGINEERING.COM 1/A-506.00 ID-03 SWING 2' - 6" 61 - 8" 01 - 611 UPSTATE DOORS D001 SOLID CORE NATURAL DOUG FIR 1ST FLOOR 9.8' A.S.L. SEE TYPE C IN DETAIL 1 ON 1/A-506.00 ID-04 POCKET SLIDING 21 -411 6' - 8" 0' - 4 3/4" UPSTATE DOORS D001 HOLLOW CORE PAINT GRADE- COLOR TBD 1 ST FLOOR 9.8' A.S.L. ARCHITECT OF ID-05 POCKET SLIDING 31 - 611 7' - 0" 0' - 6 1/4" UPSTATE DOORS D001 SOLID CORE NATURAL DOUG FIR 1ST FLOOR 9.8' A.S.L. ID-06 SWING 1' - 7" 7' - 0" 0' - 4 3/4" UPSTATE DOORS D001 SOLID CORE NATURAL DOUG FIR 1 ST FLOOR 9.8' A.S.L. MONTOUTE ARCHITECTS PLANNERS 1787 MADISON AVE#203 ID-07 SWING 1' - 7" 7' - 0" 0' - 4 3/4" UPSTATE DOORS D001 SOLID CORE NATURAL DOUG FIR 1 ST FLOOR 9.8' A.S.L. NEW YORK, NY 10035 ID-08 SWING 11 - 7 7' - 0" 0' - 4 3/4" UPSTATE DOORS D001 SOLID CORE NATURAL DOUG FIR 1ST FLOOR 9.8' A.S.L. ID-09 SWING 1' - 7" 7' - 0" 0' - 4 3/4" UPSTATE DOORS D001 SOLID CORE NATURAL DOUG FIR 1ST FLOOR 9.8' A.S.L. ID-10 POCKET SLIDING 2' - 2" 7' - 0" 0' - 4 3/4" UPSTATE DOORS D001 SOLID CORE NATURAL DOUG FIR 1ST FLOOR 9.8' A.S.L. SEE TYPE A IN DETAIL 1 ON 1/A-506.00 ID-11 SWING 21 - 21' 7' - 0" 0' - 4 3/4" UPSTATE DOORS D001 SOLID CORE NATURAL DOUG FIR 1 ST FLOOR 9.8' A.S.L. SEE TYPE A IN DETAIL 1 ON 1/A-506.00 The intent of this drawing is to illustrate the ID-12 SWING 21 - 211 6 - 811 0' - 4 3/4" UPSTATE DOORS D001 HOLLOW CORE PAINT GRADE- COLOR TBD 1 ST FLOOR 9.8' A.S.L. SEE TYPE A IN DETAIL 1 ON general concepts of spatial design in terms 1/A-506.00 of layout, dimensions,finishes&equipment. Any structural, mechanical or electrical work ID-13 SWING 2' - 8" 7' - 0" 0' - 4 3/4" UPSTATE DOORS D001 HOLLOW CORE PAINT GRADE- COLOR TBD 1ST FLOOR 9.8' A.S.L. SEE TYPE A IN DETAIL 1 ON indicated or implied herein, must conform to 1/A-506.00 and be coordinated with local Building ID-14 POCKET SLIDING 21 - 211 7' - 0" 0' - 6 1/4" UPSTATE DOORS D001 SOLID CORE PAINT GRADE- COLOR TBD 1ST FLOOR 9.8' A.S.L. SEE TYPE A IN DETAIL 1 ON Department approved drawings and must 1/A-506.00 comply with all codes and laws of regulatory ID-16 SWING 3' - 0" 6' - 81/211 01 - 51 Marvin Windows and Doors GLASS LITE & PAINT R-19 GARAGE LEVEL SEE TYPE A IN DETAIL 1 ON agencies having jurisdiction thereof. MIN. 1/A-506.00 Do NOT scale this drawing to determine any ID-22 SWING 3' - 0" 61 - 811 0' - 4 3/4" UPSTATE DOORS D001 PAINT GRADE- COLOR TBD SECOND FLOOR measurements for work shown. Use ID-23 SWING 2' - 2" 6' - 0" 0' - 4 3/4" UPSTATE DOORS D001 HOLLOW CORE PAINT GRADE- COLOR TBD SECOND FLOOR SEE TYPE A IN DETAIL 1 ON dimensions specified or verify with project architect if dimensions are not specified or 1/A-506.00 are unclear. ID-25 SWING 21 - 211 6' - 8" 0' - 4 3/4" UPSTATE DOORS D001 HOLLOW CORE PAINT GRADE- COLOR TBD SECOND FLOOR SEE TYPE A IN DETAIL 1 ON 1/A-506.00 ISSUES PLUMBING FIXTURE SCHEDULE FENESTRATION THAT IS NOT SITE BUILT SHALL BE LISTED AND LABELED AS MEETING AAMA/WDMA/CSA 1011I.S.2/A440 OR HAS INFILTRATION RATES PER NFRC 400 THAT DO NOT EXCEED CODE LIMITS. U-FACTORS OF FENESTRATION PRODUCTS ARE DETERMINED IN ACCORDANCE WITH THE NFRC TEST PROCEDURE OR TAKEN 07/26/22 PERMIT TAG# QTY MANUFACTURER MODEL Length Width ADA Finish FROM THE DEFAULT TABLE. KOHLER Co. K-22973-CP 01 - 911 0' - 10 1/2" Yes Kohler-Metal-CP-Polished Chrome U-FACTOR<0.25,SHGC< 0.27 WINDOW SCHEDULE FOR ALL FENESTRATION USE INSULATED GLASS -MARVIN LOW E2/CLR/LOW E1 (TRIPANE) 1 003.285.40 4 IKEA 003.285.40 Rough Rough Exterior 102.679.99 1 IKEA 102.679.99 Mark Manufacturer OPERATION WIDTH HEIGHT Width Height Trim Finish Interior Trim Finish 503.858.73 1 IKEA 503.858.73 703.339.82 3 IKEA 703.339.82 SK1 Marvin Windows and Doors FIXED AWAKEN Low E3 (IG) 2' - 2 5/16" 5' - 2 5/16" 1' - 10 1/2" 4' - 10 1/2" CLAD DOUG FIR P-02 3 FANTINI RUBINETTI I BALOCCHI ART.0556U W02 Marvin Windows and Doors CASEMENT 2' - 0" 2' - 11 1/8" 2' - 1" 2' - 11 5/8" CLAD DOUG FIR P-03 '1 FANTINI RUBINETTI I BALOCCHI ART.0515U W04 Marvin Windows and Doors FIXED/PITCURE 101 - 011 4' - 11 1/8" 10' - 1" 4' - 11 5/8" CLAD DOUG FIR W07 Marvin Windows and Doors FIXED/PITCURE 5' - 0" 4' - 11 1/8" 5' - 1" 4' - 11 5/8" CLAD DOUG FIR P-04 '1 FANTINI RUBINETTI I BALOCCHI ART.0676BU SHEET TITLE: P-05 '1 FANTINI RUBINETTI I BALOCCHI ART.0600BU W08 Marvin Windows and Doors CASEMENT 4' - 0" 5' - 7 1/8" 4' - 1" 5' - 7 5/8" CLAD DOUG FIR P-06 FANTINI RUBINETTI I BALOCCHI ART.8028U W09 Marvin Windows and Doors CASEMENT 2' - 6" 3' - 11 1/8" 2' - 7" 3' - 11 5/8" CLAD DOUG FIR SCHEDULES '1 P-07 .1 FANTINI RUBINETTI I BALOCCHI ART.9230U W10 Marvin Windows and Doors CASEMENT 21 - 611 3' - 11 1/8�� 2' - 7" 3 - 11 5/8�� CLAD DOUG FIR P-8 '1 DURAVIT D-CODE BATHTUB # 700101000000090 W11 Marvin Windows and Doors CASEMENT 2' - 6" 3' - 11 1/8" 2' - 7" 3' - 11 5/8" CLAD DOUG FIR P-09 3 TOTO USA, Inc. MS614114CEFG 2' - 4 5/16" 1' - 4 1/2" Yes W13 Marvin Windows and Doors CASEMENT 2' - 6" 3' - 11 1/8" 2' - 7" 3' - 11 5/8" CLAD DOUG FIR W20 Marvin Windows and Doors CASEMENT 3' - 0" 2' - 11 1/8" 3' - 1" 2' - 11 5/8" CLAD DOUG FIR P-11 '1 KOHLER Co. K-3821-1-NA Project MOYER MARTINEZ W21 Marvin Windows and Doors CASEMENT 31 - 011 2' - 11 1/8" 3' - 1" 2' - 11 5/8" CLAD DOUG FIR P-20 '1 REGENCY 600S12424BDate 07/26/22 W22 Marvin Windows and Doors CASEMENT 41 - 211 2" 3' - 3 1/8" 4' - 3" 3' - 3 5/8" CLAD DOUG FIR P-21 '1 KOHLER Co. K-98146-4-CP 0' - 4 3/8" 0' - 6" Yes Kohler-Metal-CP-Polished-Chrome Drawn Author W23 Marvin Windows and Doors CASEMENT 2 - 4" 3' - 8 1/8" 2' - 5" 3' - 8 5/8" CLAD DOUG FIR P-23 '1 SPEAKMANN SM-1010-P ' W24 Marvin Windows and Doors CASEMENT 21 - 411 3 - 8 1/8 21 - 61 3 - 8 5/8"„ CLAD DOUG FIR Checked Checker Grand total: 2'6 W25 Marvin Windows and Doors CASEMENT 2' - 411 3' - 8 1/811 2' - 511 3' - 8 5/8 CLAD DOUG FIR Scal W26 Marvin Windows and Doors FIXED/PITCURE 21 - 411 3' - 8 1/8" 2' - 5" 3' - 8 5/8" CLAD DOUG FIR SHEET NUMBER: W27 Marvin Windows and Doors FIXED/PITCURE 2' - 411 13' - 8 1/811 2' - 511 13' - 8 5/8" 1 CLAD DOUG FIR APPLIANCE SCHEDULE FINISH SCHEDULE CLAD DOUG FIR A-600 . 00 TAG# MANUF. MODEL# *G.C.TO PROVIDE SAMPLES OF ALL FINISHES FOR OWNER APPROVAL, PRIOR TO CONSTRUCTION OR FABRICATION. PROVIDE ALTERNATE PRICING FOR-,ALT.,- CT-1 ALT."CT-1 114" STAINLESS STEEL FP2 TBD TBD CT-2 314"TBD SHEET OF 22 HOOD BOSCH 500 Series - Stainless Steel DHL755BUC B-1 112"X2 112" EASTERN WHITE PINE BASEBOARD NATURAL FINISH (FLOORING MATERIAL) DOB Approval Seal RANGE SAMSUNG NE63T8711SS/AA .�� O /T � MOIVT REF BOSCH B20CS30SNS FL-1 CARLISLE WIDE PLANK FLOORS-SOLID ORIGINAL GRADE EASTERN WHITE PINE: EITHER 711,911,OR 11"WIDTHS o w ' T-1 ZIA TILE OR EQUAL-OWNER SELECT COLOR .§ T-2 ZIA TILE OR EQUAL-OWNER SELECT COLOR a } PT-1 BENJAMIN MOORE -COLOR TBD-PEARL FINISH ° PT-2 BENJAMIN MOORE -COLOR TBD -SATIN FINISH Na. 0 WD-1 DOUG FIR-DETAILS TBD WD-2 PINE -DETAILS TBD DOB BSCAN S-1 STONE BY OWNER INSTALL BY GC m .n VNT IN-FLOOR VENT FLUSH WITH WOODFLOORING. MATERIAL AND FINISH TO MATCH FLOORING E 0 Z T 0 PROJECT ---------------------------------------------------------------- ---------------------------------------- ------_---_--_ MOYER MARTINEZ RESIDENCE 3480 ORCHARD ST --- ,, ORIENT, NY 11957 I II I I jl 'wOWNER" \\ I w ,�' y I \\� L-EX EDDIE MARTINEZ & SAM MOYER UJ L-EX i--UJDESIGNER FLA JILLM SWITCH !! ,,� ....r,_.r,.�..,_m.._..,. . ..�w . ....__.. ..�°,�n-.�,�........ �. - - �.,,___, � .. 114 EAGLE STREET#1 L III I C'J w FI I A oo , BROOKLYN NY 11222 w X-0" ,-0, — — — -- 3'- U, ,-Com, — 2- 2 , 1 k2 A2 F -1 F -1 _ � - - - - SP r 9 EQ EQ r s _ MEP ENGINEER: r I 2 _ r a d SP / �:; I 4 -8 9132' 2 2 B-CUBED ENGINEERING LLC LU U1 ! -- - _�- - J1 6 EAST MAIN STREET II , r WE T SPORT, CT 06880 TEL. 203.349.5916 a 1 L-EX INFO@BBB-ENGINEERING.COM TO ,T r' U UPSTAIRS I r I� li LU I P1 C� i P S l / - w I ! P - ARCHITECT OFL-EXG�,, - l EQ i EQ J D — - w , i 1 li % I - �\ MONTOUTE ARCHITECTS PLANNERS / I � CJ I' y l 1787 MADISON AVE#203 ? ? ? w ? ? 1. I'— r i PO _ ' i II NEW YORK, NY 10035 WJ SID SF IL i I _ _I I—. _I 1,2 �__ Ll`= L-EX _ _ i I O u � � � I -- � The intent of this drawing is to illustrate the it I f �\ , _ — F 11 _ general concepts of spatial design in terms I, of layout, dimensions, finishes & equipment. "3 1i_- _J''; � J - Any structural mechanical or electrical work indicated or implied herein, must conform to _ _ °� and be coordinated with local Building T 2Department approved drawings and must w - T- 4-171— agencies j comply with all codes and laws of regulatory _ --- N - ---- having jurisdiction thereof. — ll Do NOT scale this drawing to determine any measurements for work shown. Use 0 -- - PROJECT MOYER MARTINEZ RESIDENCE 3480 ORCHARD ST ORIENT, NY 11957 77,77777"" 7`77 z OWNER rl — DDIE MARTINEZ & SAM MOYER 14� v DESIGNER �- STUDIO SKILLMAN LLC 'j, 114 EAGLE STREET#1 L BROOKLYN, NY 11222 LJO ! ti MEP ENGINEER: LEX L X B-CUBED ENGINEERING LLC wiz 6 EAST MAIN STREET n ❑ WESTPORT, CT 06880 TEL. 203.349.5916 _ INFO@BBB-ENGINEERING.COM DEWENWILS OUTDOOR SMART WI-FI OUTLET BOX, SSL I SSL - HEAVY DUTY 40A 120-277 VAC 2HP WIRELESS - CONTROLLER TIMER SWITCH FOR POOL. Q SSL SSL_ _ READILY ACCESSIBLE SWITCH ON HEATERS FOR - — SL SSL SWIMMING POOL.SWITCH OPERATION DOES NOT — r — — S ARCHITECT OF CHANGE HEATER THERMOSTAT SETTING.HEATER SSL SSL _ CIRCUIT BREAKER IS INSTALLED INDEPENDENT OF SSL SSL SSL MONTOUTE ARCHITECTS PLANNERS SWITCH LLI LL1 LL! 1787 MADISON AVE#203 101.01. S NEW YORK, NY 10035 TYP. SRL \ o � L-EX LL-1 LL1 The intent of this drawing is to illustrate the L1 general concepts of spatial design in terms — z of layout, dimensions, finishes&equipment. __— Any structural, mechanical or electrical work / IL indicated or implied herein, must conform to _ \ and be coordinated with local Building / Department approved drawings and must / / h`'' comply with all codes and laws of regulatory agencies having jurisdiction thereof. Do NOT scale this drawing to determine any measurements for work shown. Use FQ dimensions specified or verify with project architect if dimensions are not specified or are unclear. / ( / PL / Al Q ISSUES / \ J*'o 07/26/22 PERMIT i ! _ =1=X h / ! PL —� 0. I / I / l I / � / LL1 / LIGHTING FIXTURE SCHEDULE SHEET TITLE: I ! / L-EX - 0749 MAST LIGHT, MAINS VOLTAGE BY DAVEY LIGHTING ENGLAND I ' ,\Ib PL LL1 - WAC 2 3/4"W Stainless Steel Round LED Step and Wall Light POOL & EXTERIOR SSL - SOLAR STEP LIGHT, T.B.D. PL - POOL LIGHT & POOL LIGHT HOUSING, T.B.D. DECK LIGHT PLAN I ` \ t 75% OF LAMPS IN PERMANENT FIXTURES OR 75% OF PERMANENT FIXTURES HAVE \ I HIGH EFFICACY LAMPS. DOES NOT APPLY TO LOW-VOLTAGE LIGHTING Project MOYER MARTINEZ ! READILY ACCESSIBLE SWITCH ON HEATERS FOR SWIMMING POOLS OR PERMANENT \ z IN-GROUND SPAS. SWITCH OPERATION DOES NOT CHANGE HEATER THERMOSTAT Date 07/26/22 t / SETTING. HEATER CIRCUIT BREAKER IS INSTALLED INDEPENDENT OF SWITCH. GAS- Drawn Author i _ LLI FIRED HEATERS EQUIPPED WITH IGNITION PILOTS THAT ARE NOT CONTINUOUSLY Checked Checker� �° BURNING PILOTS _ TIMER SWITCHES OR OTHER AUTOMATIC PRESET SCHEDULE CONTROL METHOD ARE Scal 3/16' = 1'-0" — INSTALLED ON HEATERS AND PUMPS SERVING POOLS AND PERMANENT l � \ ADD ALT. 1 INFINITY EDGE SHEET NUMBER: � PL EL- 1 02 . 00 \ / LL1 SHEET OF 22 � \ / / DOB Approval Seal ` AGN F 5 G MGN-F r 0309"1 1 POOL & REAR YARD DECK POWER PLAN IPS 3/16" = T-0" DOB BSCAN 0 E 0 z 0 PROJECT MOYER MARTINEZ RESIDENCE --- 3480 ORCHARD ST i. ORIENT, NY 11957 i' OWNER j - 3'-0" 10'-91/4" 3'-0" 12'-0" 9'-01, 7'-21/2•' 2'-0" EDDIE MARTINEZ & SAM MOYER i DESIGNER i GFI H - STUDIO SKILLMAN LLC — D NGE GFI i 114 EAGLE STREET#1 L 1. ---- --- �O- -- -- BROOKLYN, NY 11222 li ` II CD � -- LL { 00 n DW � � \ N i MEP ENGINEER: 0 s cl u ! w 6'-3" 2'-4" B-CUBED ENGINEERING LLC 6 EAST MAIN STREET `" WESTPORT, CT 06880 _ TEL. 203.349.5916 " INFO@ BBB-ENGINEERING.COM GFIEt l . 3'-5J GFI ---------- GFI GFI' LL. :{ W/D j 11.911 ` 8 ARCHITECT OF U I, 51-9' V-8" 5'-0" - FI N MONTOUTE ARCHITECTS PLANNERS 1787 MADISON AVE#203 IN-FLOOR - -� NEW YORK, NY 10035 7777777 I , 8' 0" X -6" \ -- —JG1 --_---- -- -------------- -- - G-I- ) w ® U_ --- --4 -0 --—6 -5 -- ----4 -0 - --- ----- GFI I - - _ — - - -------- — ~ The intent of this drawing is to illustrate the _ general concepts of spatial design in terms of layout, dimensions, finishes&equipment. Any structural, mechanical or electrical work - - GFI _ indicated or implied herein, must conform to f, , and be coordinated with local Building _ O Department approved drawings and must _— o --- -------- --- —= ABBREVIATIONS GENERAL NOTES 19. PROVIDE OPENINGS AND SLEEVES IN FOUNDATION WALLS-SEE MECHANICAL DRAWINGS. A. WOOD FRAMING: COMPLY WITH NFPA "NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION" @• AT PROJECT 1. THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE NEW YORK STATE RESIDENTIAL BUILDING CODE, INCLUDING ALL WOOD BLOCKING AND BRIDGING REQUIREMENTS. ADDL ADDITIONAL MOYER MARTINEZ RESIDENCE LATEST EDITION AS AMENDED. 20. MATERIAL DESIGNATED IN THESE GENERAL NOTES, DRAWINGS OR SPECIFICATIONS AS "SELECT FILL" 3480 ORCHARD ST SHALL BE SOIL OR SOIL-ROCK MIXTURE. THE MATERIAL SHALL BE CLEAN AND FREE OF DEBRIS OR ANY APPROX. APPROXIMATELY B. PLYWOOD: COMPLY WITH APA'DESIGN AND CONSTRUCTION GUIDE.' ORIENT, NY 11957 2. THE STRUCTURE HAS BEEN DESIGNED FOR THE IN-SERVICE LOADS ONLY; SUPPORT OF ANY FOREIGN SUBSTANCES. SELECT FILL", CONTROLLED FILL AND/OR ENGINEERED FILL SHALL ALL HAVE B.O. BOTTOM OF CONSTRUCTION EQUIPMENT INCLUDING REINFORCING OF THE BUILDING STRUCTURE IS THE THE SAME MEANING. WHERE FILL IS USED AS BACK FILL BEHIND FOUNDATION WALLS AND UNDER C. SET ROUGH CARPENTRY TO REQUIRED LEVELS AND LINES, WITH MEMBERS PLUMB, TRUE TO LINE, CUT AND B.S. BOTH SIDES OWNER /o RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE METHODS, PROCEDURES AND SEQUENCES OF SLAB-ON-GRADE CONSTRUCTION, IT SHALL BE SELECT FILL AND SHALL BE COMPACTED TO 95 MAXIMUM FITTED. CONSTRUCTION ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. SUPPORTING FORMWORK FOR DRY DENSITY IN ACCORDANCE WITH ASTM D1557. SEE SOILS REPORT FOR FILL PLACEMENT CL BETWEEN ANY CONCRETE CONSTRUCTION SHALL NOT BE REMOVED BEFORE THE CONCRETE HAS GAINED REQUIREMENTS. ASIX INCH THICK POROUS FILL SUBGRADE AND VAPOR BARRIER SHALL BE PLACED CL CENTERLINE EDDIE MARTINEZ&SAM MOYER SUFFICIENT STRENGTH TO SAFELY SUPPORT THE DEAD AND SUPERIMPOSED LOADS, WHICH WOULD BE BELOW ALL SLABS ON GRADE AS SHOWN AND/OR SPECIFIED. D. SECURELY ATTACH ROUGH CARPENTRY WORK TO SUBSTRATE A ANCHORING AND FASTENING AS COL. COLUMN SUBSEQUENTLY APPLIED. THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO INDICATED, COMPLYING WITH THE FOLLOWING: "RECOMMENDED NAILING SCHEDULE" OF REFERENCED CONT, CONTINUOUS MAINTAIN AND INSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. REMOVE 21. PROJECT GEOTECHNICAL ENGINEER SHALL SUPERVISE ALL EXCAVATION AND BACKFILLING OPERATIONS, FRAMING STANDARD AND WITH AFPA's"NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION." CONC. CONCRETE DESIGNER FORMWORK AND RESHORE IN ACCORDANCE WITH ACI 301. THE DESIGN AND ENGINEERING OF THE INCLUDING SUPPORT OF EARTH CUTS. HE SHALL APPROVE ALL BEARING SURFACES FOR SUPPORT OF BUILDING STRUCTURE REINFORCING TO SUPPORT CONSTRUCTION EQUIPMENT AND THE DESIGN AND COLUMN AND WALL FOOTINGS AND SHALL SUPERVISE, TEST AND APPROVE ALL CONTROLLED FILL E. USE COMMON WIRE NAILS, UNLESS OTHERWISE INDICATED. SELECT FASTENERS OF SIZE THAT WILL NOT DIA., DIAMETER STUDIO AN LLC 114 EAGLLEE STREET FULLY PENETRATE MEMBERS WHERE OPPOSITE SIDE WILL BE EXPOSED TO VIEW OR WILL RECEIVE FINISH DIM DIMENSION 2 ENGINEERING OF THE FORMWORK, SHORES AND RE-SHORES, AS WELL AS ITS CONSTRUCTION, SHALL BE OPERATIONS. BROOKLYN, NY 11222 THE RESPONSIBILITY OF THE CONTRACTOR. ALL SUCH ENGINEERING SHALL BE PERFORMED BY A MATERIALS. MAKE TIGHT CONNECTIONS BETWEEN MEMBERS. INSTALL FASTENERS WITHOUT SPLITTING DWG DRAWING PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW YORK. 22. SEE SITE DRAWINGS AND GEOTECHNICAL REPORT FOR GRADING, DEWATERING AND DRAINAGE WOOD; PRE-DRILL AS REQUIRED. REQUIREMENTS. DWGS DRAWINGS 3. STRUCTURAL MEMBERS HAVE BEEN LOCATED AND DESIGNED TO ACCOMMODATE THE MECHANICALEA. EACH EQUIPMENT AND OPENINGS SPECIFIED BY THE MECHANICAL ENGINEERING CONSULTANT. ANY 23. NO ALUMINUM SHALL BE CAST IN CONCRETE. F. PLYWOOD SUB-FLOORING SHALL BE ATTACHED TO THE TOP OF ALL NEW AND EXISTING STRUCTURAL STEEL WITH 2 HILT[ X-AL-H FASTENERS SPACED 2'-0"O.C. EACH OF THE T2 HILTI FASTENERS SHALL BE LOCATED 2" E.C. EDGE OF CONCRETE SUBSTITUTIONS RESULTING IN REVISION TO THE STRUCTURE SHALL BE THE RESPONSIBILITY OF THE FROM THE CENTERLINE OF THE STEEL BEAM. 24. CURING COMPOUNDS USED ON CONCRETE THAT IS TO RECEIVE A RESILIENT TILE FINISH SHALL BE ELEV. ELEVATION GENERAL.CONTRACTOR TO COORDINATE WITH THE STRUCTURAL ENGINEER. STRUCT ENGINEER: APPROVED BY THE TILE MANUFACTURER BEFORE USE. EQ.A. EQUAL 4. PRINCIPAL OPENINGS IN THE STRUCTURE ARE INDICATED ON THE CONTRACT DOCUMENTS. REFER TO THE STRUCTURAL STEEL NOTES EX. EXISTING 3 BUILDING ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR SLEEVES, CURBS, INSERTS, EXT. EXTERIOR ETC. NOT HEREIN INDICATED. OPENINGS IN SLABS WITH A MAXIMUM SIDE DIMENSION OR DIAMETER OF 12 ROUGH CARPENTRY NOTESBETTER INCHES OR LESS SHALL NOT REQUIRE ADDITIONAL FRAMING OR REINFORCEMENT, UNLESS OTHERWISE 1. ALL WIDE FLANGE STEEL TO BE ASTM A-992. ALL STEEL TUBE RECTANGULAR SECTIONS (HSS) TO BE F.A. FLITCH BEAM BUILDINGS NOTED. 'THE LOCATION OF SLEEVES OR OPENINGS IN STRUCTURAL MEMBERS SHALL BE SUBMITTED TO ASTM A1085 (Fy=50 KSI), OR A500 GR. C (Fy=50 KSI); ROUND STEEL TUBE SECTIONS (HSS) TO BE ASTM GA. GAGE THE STRUCTURAL ENGINEER FOR REVIEW AND VERIFICATION. 1. SUBMITTALS A500 GR. C (46 KSI). CHANNELS, AND ANGLES TO BE ASTM A36. ALL COLUMN BASE PLATES TO BE ASTM b-c u bed engineering I I c A-36 GRADE 36 EXCEPT THAT ALL COLUMN BASE PLATES SHALL HAVE A MINIMUM YIELD STRENGTH OF 36 GALV. GALVANIZED KSI REGARDLESS OF THICKNESS. ALL PLATES,ANGLES AND CHANNELS TO BE ASTM A-36 GRADE 36. HORIZ/H HORIZONTAL Personalized Structural Engineering Solutions . 5. SEE ARCHITECTURAL DRAWINGS FOR FLOOR ELEVATIONS, SLOPES AND THE LOCATION OF DEPRESSED A. SUBMIT MATERIAL CERTIFICATES FOR DIMENSION LUMBER SPECIFIED TO COMPLY WITH MINIMUM 6 EAST MAIN STREET FLOOR AREAS. ALLOWABLE UNIT STRESSES AS INDICATED ON THE DRAWINGS. INDICATE SPECIES AND GRADE SELECTED INFO. INFORMATION WESTPORT,CT 06880 FOR EACH USE AND DESIGN VALUES APPROVED BY THE AMERICAN LUMBER STANDARDS COMMITTEE'S 2. STRUCTURAL STEEL DETAILS AND CONNECTIONS SHALL CONFORM TO THE STANDARDS OF THE AISC. INT. INTERIOR 203.349.5916 6. THE GENERAL CONTRACTOR SHALL COMPARE STRUCTURAL SECTIONS WITH ARCHITECTURAL SECTIONS (ALSC)BOARD OF REVIEW. FIELD CONNECTIONS SHALL BE EQUIVALENT TO STANDARD BOLTED CONNECTIONS USING 3/4 INCH K KIPS w w w.b b b-e n g i n e e r i n g.c o m AND REPORT ANY DISCREPANCY TO THE ARCHITECT PRIOR TO FABRICATION OR INSTALLING STRUCTURAL MINIMUM ASTM F3125 HIGH STRENGTH BOLTS, NUTS AND WASHERS UNLESS SHOWN OR SPECIFIED MEMBERS. 2. QUALITY ASSURANCE OTHERWISE. HARDENED NUTS TYPE"DH"AND"2H"ONLY, SHALL BE USED FOR ALL HI-STRENGTH BOLTS. KSI KIPS PER SQUARE INCH BOLTS USED FOR MOMENT, TRUSS, SEISMIC AND WIND BRACING CONNECTIONS ARE TO BE FRICTION L ANGLE ARCHITECT OF 7. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY CONTRACTOR, SUB-CONTRACTOR, A. LUMBER STANDARD: COMPLY WITH PS 20 "AMERICAN SOFTWOOD LUMBER STANDARD" AND APPLICABLE BOLTS ONLY. CONNECTIONS SHALL BE BOLTED OR WELDED, SEE DETAILS. UNLESS NOTED, MAX. MAXIMUM RECORD: ERECTOR, FABRICATOR, MATERIAL SUPPLIER, ETC. IN LIEU OF PREPARATION OF ORIGINAL SHOP GRADING RULES OF INSPECTION AGENCIES CERTIFIED BY ALSC. HI-STRENGTH BOLTING SHALL FOLLOW THE REQUIREMENTS OF THE "SPECIFICATION FOR STRUCTURAL MIN. MINIMUM DRAWINGS, SIGNIFIES HIS ACCEPTANCE OF ALL INFORMATION SHOWN HERE ON AS CORRECT AND JOINTS USING ASTM A325 OR A490 BOLTS", LATEST EDITION, AS APPROVED BY THE RESEARCH COUNCIL N.I.S. NOT IN SCOPE 1787 MA1787 MA ARCHITECTS PLANNERS OBLIGATES HIMSELF TO ANY JOB EXPENSE, REAL OR IMPLIED, ARISING DUE TO ANY ERRORS THAT MAY ON STRUCTURAL CONNECTIONS. WELDING SHALL FOLLOW THE REQUIREMENTS OF THE STRUCTURAL DISSON AVE#203 OCCUR HERE ON. B. PLYWOOD STANDARD: COMPLY WITH PS 1 "U.S. PRODUCT STANDARD FOR CONSTRUCTION AND INDUSTRIAL WELDING CODE, AWS DI.I - LATEST EDITION AS AMENDED, OF THE AMERICAN WELDING SOCIETY. NTS NOT TO SCALE NEW YORK, NY 10035 PLYWOOD" FOR THE PARTICULAR USES INDICATED. FABRICATOR SHALL SUBMIT WRITTEN CERTIFICATION THAT ALL CONNECTION DESIGNS WERE PREPARED 8. ALL CODES, COMMITTEE REPORTS, SUPPLEMENTS, SPECIFICATIONS, ETC. REFERRED TO IN THESE BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW YORK. ALL ERECTION DRAWINGS AND NWC NORMAL WEIGHT CONCRETE GENERAL. NOTES, ON THE DRAWINGS OR IN THE PROJECT SPECIFICATIONS INCLUDE ALL AMENDMENTS, C. MARKINGS: FACTORY MARK EACH PIECE OF LUMBER OR PLYWOOD WITH APPLICABLE GRADE MARK OR SHOP DETAILS SHALL CLEARLY SHOW THE CAPACITY OF ALL CONNECTIONS DESIGNED BY THE O.C. ON CENTER SUPPLEMENTS AND ADDENDA IN FORCE AT THE DATE OF THESE DOCUMENTS. TRADEMARK EVIDENCING COMPLIANCE WITH SPECIFIED REQUIREMENTS. FABRICATOR. ALL REVISIONS TO SHOP DRAWINGS AFTER FIRST SUBMISSION, MUST BE SO IDENTIFIED OPP. HANDOPPOSITE HAND ON SUBSEQUENT SUBMISSIONS. ALL CONNECTION MATERIAL MAY BE A36 UNLESS OTHERWISE NOTED. PL/t PLATE The intent of this drawing is to illustrate the 9. WHERE CONFLICT EXISTS BETWEEN THE GENERAL BUILDING CODE SPECIFIED ABOVE AND OTHER CODES, 3. PRODUCTS REINF. REINFORCED OR REINFORCING PUBLICATIONS, SPECIFICATIONS AND DRAWINGS CITED HEREIN, THE REQUIREMENTS OF THE MORE general concepts of spatial design in terms STRINGENT ITEM SHALL GOVERN. 3. STEEL CONTRACTOR SHALL REFER TO THE STRUCTURAL STEEL AND WELDING SPECIFICATIONS FOR REQ'D REQUIRED of layout, dimensions, finishes&equipment. A. LUMBER, GENERAL DETAILED REQUIREMENTS FOR MATERIALS, PROCEDURES AND INSPECTION. SECT. SECTION Any structural, mechanical or electrical work 10. ANY SUBSTITUTIONS OR ALTERNATES (DETAILS, MEMBERS, ETC.) MAY BE USED IF SUCH SUBSTITUTIONS Sim. SIMILAR indicated or implied herein, must conform to OR ALTERNATES ARE SUBMITTED TO THE ENGINEER FOR REVIEW AND ACCEPTANCE IS GRANTED; 1. LUMBER STANDARDS: COMPLY WITH DOC PS 20, "AMERICAN SOFTWOOD LUMBER STANDARD," AND WITH 4. THE USE OF THE CUTTING TORCH IN THE FIELD WILL NOT BE PERMITTED. and be coordinated with local Building HOWEVER, THE ENGINEER SHALL BE THE SOLE JUDGE OF ACCEPTABILITY. IN ANY EVENT, THE APPLICABLE GRADING RULES OF INSPECTION AGENCIES CERTIFIED BY ALSC's BOARD OF REVIEW. SQ. SQUARE Department approved drawings and must CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN OF SUCH ALTERNATES AND SUBSTITUTIONS, STD. STANDARD comply with all codes and laws of regulatory WHICH HE PROPOSES, 2. GRADE STAMPS: PROVIDE LUMBER WITH EACH PIECE FACTORY MARKED WITH GRADE STAMP OF 5. ALL WELDING TO BE DONE BY NEW YORK STATE CERTIFIED WELDERS. INSPECTION AGENCY EVIDENCING COMPLIANCE WITH GRADING RULE REQUIREMENTS AND IDENTIFYING STL STEEL agencies having jurisdiction thereof. STRUCT STRUCTURAL 11. ALL HEA)N EQUIPMENT PIECES, SUCH AS COMPUTERS, SAFES, FILE CABINETS, ETC. WITH A UNIT LOAD GRADING AGENCY, GRADE, SPECIES, MOISTURE CONTENT AT TIME OF SURFACING AND MILL. 6. ALL BOLTED AND WELDED SUBSTITUTIONS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND HIGHER THEN THE DESIGN LIVE LOAD SHALL NOT BE PLACED ON ANY FLOOR WITHOUT THE APPROVAL OF VERIFICATION. T&B TOP AND BOTTOM Do NOT scale this drawing to determine any THE STRUCTURAL ENGINEER. TYP. TYPICAL measurements for work shown. Use 3. WHERE NOMINAL SIZES ARE INDICATED, PROVIDE ACTUAL SIZES REQUIRED BY DOC PS 20 FOR MOISTURE dimensions specified or verify with project 12. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR ROOF. LOAD SHALL CONTENT SPECIFIED. WHERE ACTUAL SIZES ARE INDICATED, THEY ARE MINIMUM DRESSED SIZES FOR DRY 7 PAINT STRUCTURAL STEEL IN ACCORDANCE WITH SPECIFICATIONS OR NEW YORK STATE BUILDING CODE U.N.O. UNLESS NOTED OTHERWISE architect if dimensions are not specified or NOT EXCEED DESIGN LIVE LOAD FOR EACH PARTICULAR LOAD. LUMBER. UNLESS OTHERWISE NOTED. VERT. VERTICAL are unclear. a. PROVIDE DRESSED LUMBER, FOUR SIDES. VIF VERIFY IN FIELDW/ WITH FOUNDATION NOTES ISSUES b. PROVIDE DRY LUMBER WITH 19 PERCENT MAXIMUM MOISTURE CONTENT AT TIME OF DRESSING. 1. FOUNDATION CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND SUBMIT FIELD SKETCHES AS MAY DRAWING INDEX BE REQUIRED FOR ENGINEER'S APPROVAL BEFORE STARTING ANY FIELD WORK. 4. WARPED OR TWISTED WOOD SHALL NOT BE USED. 2. FOUNDATION CONTRACTOR SHALL SUBMIT TO THE STRUCTURAL ENGINEER AND SHALL FILE WITH THES-001 GENERAL NOTES BUILDING DEPARTMENT DRAWINGS SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF 5. GROUNDS, BLOCKING, NAILERS, FURRING, ETC.: SOUTHERN PINE OR DOUGLAS FIR GRADED TO SUIT NEW YORK, SHOWING PROPOSED PROCEDURE, DETAILS, ETC.AS REQUIRED FOR UNDERPINNING. PARTICULAR PURPOSE AND TO BE STRAIGHT, SQUARE EDGED, STRAIGHT GRAINED, AND RETAIN NAILS S-100 FOUNDATION PLAN AND SCREWS WITHOUT SPLITTING. SIZES AS INDICATED ON DRAWINGS OR, WHERE NOT INDICATED, AS 3. FIRST DIMENSION OF PIER FOOTING IS IN PLAN NORTH-SOUTH DIRECTION, UNLESS OTHERWISE NOTED. REQUIRED TO SUIT CONDITIONS. S-101 1ST FLOOR FRAMING PLAN THIRD DIMENSION IS MINIMUM THICKNESS. _ 4. CONCRETE FOR WALLS AND VAULTS SHALL BE 3000 PSI CONTROLLED NORMAL WEIGHT CONCRETE. B. DIMENSION LUMBER S-102 ROOF FRAMING PLAN CONCRETE FOR FOOTINGS AND PIERS SHALL BE 3000 PSI CONTROLLED NORMAL WEIGHT CONCRETE. ALL 1. GENERAL: PROVIDE DIMENSION LUMBER OF GRADES INDICATED ACCORDING TO THE ALSC NATIONAL S-103 POOL PLAN CONCRETE AS PER CODE. GRADING RULE (NGR)PROVISIONS OF THE INSPECTION AGENCY INDICATED. 5. SLABS ON GRADE SHALL BE PLACED BY THE LONG STRIP CAST METHOD. REFER TO ACI 302 AND 360 FOR 2. FLOOR JOISTS: PROVIDE FRAMING OF THE FOLLOWING GRADE AND SPECIES: S-104 DECK FRAMING PLANS RECOMMENDED METHOD OF PLACEMENT. 6. ALL REINFORCEMENT SHALL BE DEFORMED BARS OF INTERMEDIATE GRADE NEW BILLET STEEL a. DOUGLAS FIR-LARCH NO. 2 WITH A MINIMUM ALLOWABLE STRESS Fb=900 PSI E=1600KS1, UNLESS S-500 SECTIONS & DETAILS 1 SHEET TITLE: CONFORN41NG TO CURRENT REQUIREMENTS OF ASTM-A-615 GRADE 60 UNLESS OTHERWISE NOTED. ALL OTHERWISE NOTED. LAPS SHALL BE AS PER LAP SCHEDULE UNLESS OTHERWISE NOTED. ALL REINFORCING SHALL BE b. LVL WITH A MINIMUM ALLOWABLE STRESS Fb=2600 PSI AND E=2000 KSI, UNLESS OTHERWISE NOTED 5-501 SECTIONS & DETAILS 2 GENERAL NOTES CONTINUOUS, UNLESS OTHERWISE NOTED. C. PLYWOOD S-502 SECTIONS & DETAILS 3 7. PIERS SHALL BE REINFORCED WITH VERTICAL AND HORIZONTAL REINFORCEMENT AS CALLED FOR ON SECTIONS, UNLESS OTHERWISE NOTED. 1. APA SHEATHING, WITH SPAN RATING 48/24 C-D PLUGGED, EXTERIOR, 3/4" THICK, UNLESS OTHERWISE NOTED. 8. PROVIDE POCKETS IN FOUNDATION WALLS FOR ALL WALL BEARING BEAMS, SEE FRAMING PLANS. Project 2022-002 9. NO BACKFILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL ADJOINING FLOORS HAVE BEEN 2. ROOF SHEATHING: Date 07/22/2022 POURED AND CURED FOR SEVEN DAYS, UNLESS WALLS ARE PROPERLY AND ADEQUATELY BRACED. 2.1. APA RATED (24/16). LAY UP WITH MIN. 1/8 "CLEAR PANELS TO ALLOW FOR EXPANSION. NAILING SHALL BE 8d COMMON (0.131"DIA.)AT 6" O/C AT PANELS EDGES AND 12"O/C AT INTERMEDIATE SUPPORTS. Drawn by PS/BS 10. PROVIDE SLOTS, HOLES AND OPENINGS IN FOUNDATION WALLS AS REQUIRED FOR ELECTRICAL AND Checked by DA/TP/JV MECHANICAL TRADES. PROVIDE ADDITIONAL REINFORCING AS SHOWN ON TYPICAL DETAIL. 3. FLOOR SHEATHING: 3.1. 3/4 CDX APA RATED PLYWOOD(48/24)NAILED AND GLUED.ADHESIVE SHALL CONFORM TO APA Scale As Noted 11. UNLESS OTHERWISE NOTEC, SLAB ON GRADE SHALL BE 5" THICK, WITH WELDED WIRE FABRIC (ULTIMATE SPECIFICATION AFG 01. PROVIDE T&G EDGES AT LONG PANEL EDGES. NAILING SHALL BE 8d STRENGTH 70,000 PSI MINIMUM) STYLE 6x6-W4.0 x 4.0 PLACED 1 '/" FROM TOP. LAP ALL MESH A MINIMUM COMMON(0131: DIA.)AT 6"O/C AT PANEL EDGES AND 10"O/C AT INTERMEDIATE SUPPORTS. SHEET NUMBER: OF 2 FULL_SQUARES. 3.2. PLYWOOD SHALL BE LAID WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND END JOINTS STAGGERED 4'-0". 12. CONTRACTOR SHALL COOPERATE WITH OTHER TRADES AND WHERE REQUIRED, INSTALL ALL BUILT-IN WORK, SLEEVES, INSERTS, ETC.,AS REQUIRED FOR A COMPLETE JOB. t JUL 2 � 202 4. PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL MEET THE PROVISIONS OF U.S. DEPARTMENT OF I L,ifi S-001 13. ALL NEW' CONCRETE EXPOSED TO WEATHER SHALL BE fc=4500 PSI, CONTROLLED NORMAL WEIGHT COMMERCE VOLUNTARY PRODUCT STANDARD 1 (PSI) CONSTRUCTION AND INDUSTRIAL PLYWOOD, U.S. »� CONCRETE, WEIGHING 145 LBS PER CUBIC FOOT, 6% AIR ENTRAINED, MAX. WATER-CEME S DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD 2 PS2 PERFORMANCE STANDARD FOR BUILDING DEF"3: �TI�t 1 ( ) TOWN OF SGUTI-" MATERIALS RATIO (BY WEIGHT) = 0.45. FOR CONCRETE EXPOSED TO DEICING CHEMICALS /ND/OR WOOD-BASED STRUCTURAL-USE PANELS, OR APPLICABLE CODE EVALUATION REPORTS. SULFATES SEE REQUIREMENTS OF ACI 318 CHAPTER 4. D. FASTENERS SHEET 1 OF 9 14. NO HORIZONTAL JOINTS SHALL BE PLACED IN WALLS, EXCEPT WHERE SPECIFICALLY SHOWN ON DOB Approval Seal DRAWINGS,WITHOUT THE APPROVAL OF THE ENGINEER. 1. GENERAL: PROVIDE FASTENERS OF SIZE AND TYPE INDICATED THAT COMPLY WITH REQUIREMENTS ��OF N1_I V � SPECIFIED IN THIS ARTICLE FOR MATERIAL AND MANUFACTURE. C_P ,\rO AiyTO O�'r 15. SEE GEOTECHNICAL REPORT PREPARED BY THOMAS D. REILLY, P.E., DATED 02/07/2022. 16. SEE GEOTECHNICAL REPORT FOR SOIL SUBGRADES PREPARATION REQUIREMENTS FOR FOUNDATIONS 2. NAILS,WIRE, BRADS,AND STAPLES: FS FF-N-105. AND SLAB-ON-GRADE. 3. POWER-DRIVEN FASTENERS: CABO NER-272. 17. ALL F001-INGS SHALL BEAR ON UNDISTURBED NATURAL SOILS WITH A MINIMUM BEARING CAPACITY OF 1.0 TONS PER SQUARE FOOT LEVEL BEARING. APPROVAL OF BEARING SURFACE SHALL BE IN WRITING BY THE 4. WOOD SCREWS: ASME 818.6.1. too 07621i� � PROJECT GEOTECHNICAL ENGINEER. ARp_ BUILDING DEPARTMENT NOTE Es.z�4� 18. ELEVATIONS, PLAN PICTURES AND WALL CONDITIONS AT ADJOINING PROPERTIES ARE FROM BEST 5. LAG BOLTS: ASME 818.2.1. THIS PLAN IS APPROVED FOR STRUCTURAL WORK.ALL OTHER MATTERS SHOWN AREr NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN DOB BSCAN AVAILABLE INFORMATION AND NOT NECESSARILY COMPLETE AND ARE DETERMINED FROM SURVEYS AND ACCORDANCE WITH APPLICABLE CODES.THIS PLAN FILED FOR STRUCTURAL WORK EXISTING DRAWINGS,AND ARE FOR GENERAL INFORMATION ONLY AND MUST BE VERIFIED IN FIELD. 4. INSTALLATION ONLY. m > © B-CUBED ENGINEERING LLC 2022 Z TOI I PROJECT MOYER MARTINEZ RESIDENCE LEGEND 3480 ORCHARD ST 48'-0" ORIENT, NY 11957 — — NEW FOOTING OWNER — — EX. FOOTING EDDIE MARTINEZ&SAM MOYER NOT IN SCOPE - �_� NEW FOUNDATION WALL ' !•�••°�•'-`'�.•��• UNDERPINNING DESIGNER STUDIO SKILLMAN LLC 114 EAGLE STREET#1 L 1'-2" EX. FDN. BROOKLYN, NY 11222 / WALL (TYP.) W o 3 5 STRUCT ENGINEER: V) w '•`-. �j o a S 500 3BUILDING BETTER \ / BUILDINGS b-cubed engineering Ilc ••.• Personalized Structural Engineering Solutions "'•.r S-501 ;• ' 6 EAST MAIN STREET WESTPORT,CT 06880 / \ • ''+ 203.349.5916 �. .+ www.bbb-engineering.com ' T/S.O.G. EL. 5-3 ") EX. FTG-TYP. (V.I.F.) 3-0 X3-0 X1 -0 FTG S 501 _ _ _ EX. WALL ARCHITECT OF �4 3' 0"X3' 0"X1' 0" FTG L �;;•. FTG. (T(P.) RECORD: 6 EX. 8" FDN. MONTOUTE ARCHITECTS PLANNERS Fflr I WALL (rn'•) > 1787 MADISON AVE#203 •''" a I ® I ® NEW YORK, NY 10035 I00 •' <' F I L N \ � L J Cn '� N 3'-4j" N ' The intent of this drawing is to illustrate the (— — •-�: I EX. 81 L "X16" MASONRY 9 SEE NOTE 10 PIER TYP. ( 9 p p 9 ;:•:::.'r. '::•`•:'••'•� ".:.';' =::'.r.;..;,'.'!,I'..' .• general concepts of spatial design in terms of layout, dimensions, finishes&equipment. L44-11SLOPE [1:11 SLOPE [1:1 Any structural, mechanical or electrical work (SEE NOTE 11) SEE NOTE 11 I indicated or implied herein, must conform to 2'-0" OALL and be coordinated with local Building FTG. ) Department approved drawings and must Shoo p pp 9 � 10 FDN. I I comply with all codes and laws of regulatory 10 F 1 WALL TYP. agencies having jurisdiction thereof. r I Do NOT scale this drawing to determine any I — — — — — — — — — — — measurements for work shown. Use dimensions specified or verify with project F_ L' architect if dimensions are not specified or TYP. 1 I— _ _ .J 1 MATCH LINE are unclear. _ U.O.N. S 500 4'-0"X4'-0"Xt'-0" FTG _I (TYP. 5 LOCATIONS) /S-104 ISSUES ca I 20"X20 CONC. PIER I- J (TYP. 5 LOCATIONS) r- 1 o I I C141 L- 4'-0"X4'-6"X1'-0" FTG. (TYP. 3 LOCATIONS) Alai LIUL _ L _ _ _ -� SEE A/S-104 20"X26" CONC. PIER. SEE I ri DECK FRAMING PLAN. L r — (TYP. 3 LOCAs — — r — _ _J— — —I 2'-6"X2'-6"X1'-0" FTG. (TYP. 3 LOCATIONS) O _ J -.�- - -�- 1- - 7 -1- - - F - 10 — � SHEET TITLE: Y �1 FOUNDATION PLAN NORTH FOUNDATION PLAN SCALE: 1/4"=V-0" Project 2022-002 Date 07/22/2022 NOTES: Drawn by PS/BS 1. ALL ELEVATIONS MEASURED FROM ARCHITECTURAL DATUM FIN. 1ST FLOOR EL. = REF. EL. _ (0'-0"). 2. TOP OF SLAB ELEVATION VARIES - SEE PLAN. Checked by DA/TP/JV 3. SLAB-ON-GRADE CONSTRUCTION TO BE: 5" NWC (145 PCF, fc=3000 PSI), REINFORCED WITH 6X6 W4.0XW4.0 WWF AT 11" FROM TOP OF SLAB, OVER 6 MIL Scale As Noted VAPOR RETARDANT AND 6" (MIN.) DRAINAGE COURSE. 4. TOP OF FOUNDATION WALL EL. VARIES - SEE ARCH. DWGS. SHEET NUMBER: 5. MIN. BOTTOM OF SPREAD FOOTING AND WALL FOOTING ELEVATION TO BE [-3'-0"] BELOW FINISHED GRADE ELEVATION, U.O.N. THUS [t...]. WHERE NEW WALL FOOTING ABUTS EXIST. WALL FOOTING, STEP NEW FOOTING BOTTOM EL. [1V:1H] TO MATCH BOTTOM OF EXIST. WALL FOOTING EL. AND IN NO CASE LESS THAN [-3'-0"] BELOW FINISHED GRADE ELEVATION. S- 100 6. FOUNDATION TO BEAR ON 1 TSF MIN. VIRGIN UNDISTURBED SOIL. SOIL ADEQUACY TO BE VERIFIED BY BUILDING OFFICIAL PRIOR TO POURING OF CONCRETE. 7, SEE DWGS 500, S-501, ANDS 502 FOR FOUNDA11ON DETAILS. 8. DEPTH AND EXTENT OF EXIST, FOOTINGS TO BE VERIFIED IN THE FIELD. 9. COORD. ALL DIMENSIONS, POSTS AND WALL LOC. WITH ARCH. DWGS. IMMEDIATELY NOTIFY ARCH./ENG. OF ANY DISCREPANCIES. 10.UNDERPIN EXISTING FOOTING DOWN TO BOTTOM OF NEW FTG. EL. 11. SLOPE [1:1] DENOTES STEPPED UNDERPINNING [1V:1H], BY OTHERS. SHEET 2 OF 9 DOB Approval Seal pF NEW rc AGO AIV7-0CJ n BUILDING DEPARTMENT NOTE '0R o7621ar�'�� THIS PLAN IS APPROVED FOR STRUCTURAL WORK,ALL OTHER MATTERS SHOWN ARE DOB BSCAN NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES.THIS PLAN FILED FOR STRUCTURAL WORK iv ONLY. E a� O B-CUBED ENGINEERING LLC 2022 Z T 1 0 1 PROJECT MOYER MARTINEZ RESIDENCE D ST 48'-0" LEGEND 3480 ORIENT R NY 11957 BEAM OWNER JOIST SPAN DIRECTION EDDIE MARTINEZ&SAM MOYER NOT IN SCOPE EXTENT OF JOISTS EX. JOIST SPAN DIRECTION DESIGNER - - - - - - - -. - -'- EXTENT OF EX. JOISTS STUDIO SKILLMAN LLC 114 EAGLE STREET#1 L (3) 2X6 POST a POST UP/DOWN BROOKLYN, NY 11222 I CHANGE IN FLOOR ELEVATION NEW WOOD POST - - - - - - - - - -- - - - - - - - -- - - - - - - - - - - - - -- - - - - - - - - -- - - -r NEW STEEL POST 13STRUCT ENGINEER: S501 I i 3 BUILDING I BETTER IU U a` I BUILDINGS I I x N x N I h-cubed engineering Ilc IPersonalized Structural Engineering Solutions 6 EAST MAIN STREET W STPORT,CT 06880 10 °O 203.349.5916 S 50 I S 500 NW N z z www.bbb-engineerFng.com ( I I � ® I / \ I 2X10 I I o w o w 24" O.C. N OP� N I ARCHITECT OF / \ 4 RECORD: I I 1 MONTOUTE ARCHITECTS PLANNERS �� I n EX. (3) n EX. (3) + I-I EX. (3) o n EX. (3) I o 1787 MADISON AVE#203 I I 3 _ -- �. -®-®_ _ 1 NEW YORK, NY 10035 \ I I I S-501 U 1x1, LJ 1x,1 ZT 1x11 -CT 1X1, 00 II � � I N EX. (3) n EX. (3) n I �1 X11 /� U 1X11 I I 7IEX. 8"X16" MASONRY I I The intent of this drawing is to illustrate the � N - - - - - - - - - -- - - - - - - -- - - - - -- - - - �� r-- Ll PIER BELOW (TYP.) 0(' general conceis p of s atial desiP gn in terms X o X I of layout, dimensions, finishes&equipment. TNAny structural, mechanical or electrical work indicated or implied herein, must conform to and be coordinated with local Building z S-500 \ T/S.O.G. EL. I I " I Department approved drawings and must i (-1'-2") I 4 I 10 0 I comply with all codes and laws of regulatory N C agencies having jurisdiction thereof. I I I I ® Z I ® Z I C) N o Do NOT scale this drawing to determine any \ / I `V `" N v measurements for work shown. Use dimensions specified or verify with project HSS4X4X architect if dimensions are not specified or - - - - - - -j TYP. 1 HSS4 - - - - - - - - - I F- ---- - - - - -- - - - - - - - - - - - - - -- - - -- -- - — are unclear. (TYP M U.O.N. 5-500 ❑ T/FLOOR EL. (SEE I SEE A/S-104 R I I ISSUES S.O.G. OUTLINE I A WGS CH. D ) o L - -- - - - - - - - - - --- - J (3) 2X6 POST L131 I SEE A/S-104 6X6 P.T. POST ON 0 I I i 16»0 SONOTUBE PIER / \ (TYP. 3 LOCATIONS) ❑ ❑ ❑ ❑ O SHEET TITLE: 1ST FLOOR NORTH FRAMING PLAN IST FLOOR FRAMING PLAN SCALE: 1/4"=V-0" NOTES: Project 2022-002 1. ALL ELEVATIONS MEASURED FROM ARCHITECTURAL DATUM FIN. 1ST FLOOR EL. = REF. EL. _ (0'-0"). Date 07/22/2022 2. NEW EXTERIOR WALLS TO BE: 2X6 DFL STUDS SPACED ® 16" O.C. Drawn by PS/BS 3. SEE ROUGH CARPENTRY NOTES ON S-001 FOR FLOOR SHEATHING. 4. TYPICAL DOOR AND WINDOW HEADER IN LOAD BEARING WALL TO BE (2) 2X10 WITH TWO JACK STUDS AND ONE KING STUD, EACH END, U.O.N. Checked by DA/TP/JV 5. ALL EXTERIOR WALL POSTS TO BE (2) 2X6 MIN., U.O.N. ALL INTERIOR WALL POSTS TO BE (2) 2X6 MIN., U.O.N. Scale As Noted 6. COORDINATE ALL DIM., POST, WALL LOCATIONS AND ELEVATIONS WITH ARCH. DWGS. IMMEDIATELY NOTIFY ARCH./ENG. OF ANY DISCREPANCIES. 7. STAGGER NEW 2X JOISTS BETWEEN EX. 2X JOISTS. SHEET NUMBER: S- 101 SHEET 3 OF 9 DOB Approval Seal OV NEW •<P AGO ANTO r 7% 0762�2) BUILDING DEPARTMENT NOTE AROFESSI��1P� THIS PLAN IS APPROVED FOR STRUCTURAL WORK.ALL OTHER MATTERS SHOWN ARE DOB BSCAN NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. THIS PLAN FILED FOR STRUCTURAL WORK ONLY. m © B-CUBED ENGINEERING LLC 2022 z 01 PROJECT MOYER MARTINEZ RESIDENCE 3480 ORCHARD ST 24'-3" 9-11�" 48'-0" LEGEND ORIENT, NY 11957 BEAM OWNER NOT IN SCOPE — —� RAFTER SPAN DIRECTION EDDIE MARTINEZ&SAM MOYER • �- EXTENT OF RAFTERS H.P. P. HIGH POINT/LOW POINT DESIGNER I I I 16'-0" MAX. 16'-0" MAX. (� STUDIO SKILLMAN LLC POST UP/DOWN 114 EAGLE STREET#1 L / IL P 1 NEW WOOD POST BROOKLYN, NY 11222 � (3) 2X6 POST (3) 2X6 POST a(3) 2X6 POST NEW STEEL POST - - - -- - -- - - - -- - - ITYP.YA — — � — S 50 — — — — — — C12X20.7 c�> — — —— —— ci 2x2o.� — — — — — — c12x2o.7��i —— — — — — — — L.P. 1 I I STRUCT ENGINEER: I I I I I (3) 2X6 POST �, 2X8 ® 16 " 00 3 }- - - - - - - - — —— — I S-501 N I (2) 2X8 �'Ln d - - I I I BUILDING BETTER I-- --- - - - - -- - -� I �' X C5 XIo N I (— _ � C — _�i �o ; �lo I BUILDINGS ® Z w00 C3 N fIf I I NZ wN I I 11-cubed-cubed engineering tic N rn w �— — — T— �— --.—I I Personalized Structural Engineering Solutions W W N 00 00 Lw N I I I I-- C14 I _ I N v I I 6 EAST MAIN STREET WESTPORT,CT 06880 cn I I I r I 203.349.5916 I I HUN I ,;< I SKYLIGHT I I I I I I www.bbb-engineering.com o I I `�' I "�" PENETRATION I I l i No I ® o i LI - - J (2) 2xs —I —I -- - - - - — ARCHITECT II ARCHITECT OF 00w N 1UJ RECORD: X 5 O.C. SL I I I I I I MONTOUTE ARCHITECTS PLANNERS OL I I I `*4 6 S 501 ,X (2) 1JX11J LVL RIDGE H P (2) 1JX11J LVL RIDGE I o 1787 MADISON AVE#203 NEW YORK NY 10035 l � I S-501 (2) 1JX11J LVL RIDGE ( i \ I I � I co N 4X6 POST N (2) 1JX11J LVL RIDGE (3) 1JX11J LVL RIDGE OL H.P. / \ N L J I I I 6X6 POST I - -J L- -- - - - - - - --- r, I intent f �I I t o this Is drawing Is to Illustrate the = I — — — —— ——— —— —— — — — — — I I I I N I ( 00 C I I general concepts of spatial design in terms "'I� I I of layout, dimensions, finishes&equipment. (2) 1X11 LVL W/ (2) JX11 STEEL R " I I w N I Any structural, mechanical or electrical work � O _ I ® — indicated or implied herein, must conform to = I 00 U ® � I I EX. ROOF OUTLINE and be coordinated with local Building 00 Z UJ 00 UJ Department and must 2o I I - W N - - - - N approved p i I I I EX. WALL BELOW comply with allodes and laws sof regulatory ® N I I _J I— I agencies having jurisdiction thereof.cD 7< C-� N - - - C'J 0 Do NOT scale this drawing to determine any 2X10 @ 16" 2X10 ® 16" I I I 7 9 I I measurements for work shown. Use O.C. SL. (SEE NOTE 6) O.C. SL. (SEE NOTE 6) �' (3) 2X6 POST S-501 s 501 I I dimensions specified or verify with project — C1 2X20.7 cwt C12X20.7 c�> I (3) 2X6 POST W I N o — — — I architect if dimensions are not specified or - -I I ® Z — — 2x12 - - - - - - — --- - - 2X12 — �AI�. are unclear. TYP. 1 0 - - - - - - - - -- -- - — — = S 502 I co w --� -� �� N I o I SEE A/S-104 L.P. mt., X L.P. I c12x2o.7 a--�� L•P• ISSUES LL xI2 - - - --� ROOF OUTLINE o 9IQJ111N� _ H LOIL .P. 411* SEE A/S-104 411* L.P. 10'-5 " 13'-3" 13'-3" co I a x to 6X8 P.T. SL. 6X8 P.T. SL: HSS4X4XJ (TYP. SCREEN PORCH) 6X8 P.T. (LOW) SHEET TITLE: T-11 " 7'-11 " 7'-11 " ROOF FRAMING NORTH PLAN ROOF FRAMING PLAN SCALE: 1/4"=V-0" NOTES: Project 2022-002 1. ROOF SLOPES FROM HIGH POINT (HP) TO LOW POINT (LP). SEE ARCH. DWGS FOR ROOF ELEV. Date 07/22/2022 2. ROOF CONSTRUCTION TO BE: J" CDX APA RATED PLYWOOD (R), FASTENED WITH SCREWS/NAILS AT 6" O.C. AT Drawn by PS/BS PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. PLYWOOD SHALL BE LAID WITH FACE 'GRAIN PERPENDICULAR TO SUPPORTS AND END JOINTS STAGGERED 4'-0" O.C. Checked by DA/TP/JV 3. ALL EXTERIOR WALL POSTS TO BE (2) 2X6 MIN., UON AND ALL INTERIOR WALL POSTS TO BE (2) 2X6 MIN., UON. Scale As Noted 4. COORDINATE ALL DIM., POST, AND WALL LOCATIONS AND ELEVATIONS WITH ARCH. DWGS. IMMEDIATELY NOTIFY ARCH./ENG. OF ANY DISCREPANCIES. 5. STAGGER NEW 2X RAFTERS BETWEEN EX. 2X RAFTERS. SHEET NUMBER: 6. FASTEN LAST RAFER TO EX. STUD WALL FRAMING W/ " LAG SCREW AT 16" O.C. s- 102 SHEET 4 OF 9 DOB Approval Seal `(SOF NEW YD 0 AIV �p,� t �O 0762A6 BUILDING DEPARTMENT NOTE A'��FEss�ONA THIS PLAN IS APPROVED FOR STRUCTURAL WORK.ALL OTHER MATTERS SHOWN ARE DOB BSCAN NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES.THIS PLAN FILED FOR STRUCTURAL WORK ONLY. O B-CUBED ENGINEERING LLC 2022 PROJECT MOYER MARTINEZ RESIDENCE 3480 ORCHARD ST ORIENT, NY 11957 OWNER EDDIE MARTINEZ&SAM MOYER DESIGNER STUDIO SKILLMAN LLC 114 EAGLE STREET#1L BROOKLYN, NY 11222 STRUCT ENGINEER: 3 b BUILDING BETTER BUILDINGS b-cu bed engineering Ilc Personalized Structural Engineering Solutions 6 EAST MAIN STREET WESTPORT,CT 06880 203.349.5916 www.bbb-engineerIng.com ARCHITECT OF 50'-0" RECORD: MONTOUTE ARCHITECTS PLANNERS 14'-91" 26'-3" 8'-11 1787 MADISON AVE#203 �" NEW YORK, NY 10035 3 S-502 The intent of this drawing is to illustrate the general concepts of spatial design in terms of layout, dimensions, finishes&equipment. Any structural, mechanical or electrical work indicated or implied herein, must conform to and be coordinated with local Building J Department approved drawings and must comply with all codes and laws of regulatory T/SLAB EL. agencies having jurisdiction thereof. (SEE ARCH. DWGS) / T SLAB EL. T/SLAB NOT scale this drawing to determine any (SEE ARCH. DWGS) measurements for work shown. Use \ / 10" FDN. dimensions specified or verify with project WALL (TYP.) architect if dimensions are not specified or SLOPE are unclear. o / (SEE NOTE 2) 11 rYP. / \ ISSUES S-501 SHEET TITLE: POOL PLAN NORTH POOL PLAN SCALE: 1/4"=l'—O" NOTES: Project 2022-002 1. SEE ARCH. DWGS FOR LOCATION OF POOL WITH RESPECT TO MAIN STRUCTURE. Date 07/22/2022 2. TOP OF SLAB ELEVATION VARIES — SEE ARCH. DWGS. 3. POOL SLAB—ON—GRADE CONSTRUCTION TO BE: 12" NWC (145 PCF, f'c=3000 PSI). SEE 11/S-501 FOR POOL SLAB Drawn by PS/BS REINFORCEMENT. Checked by DA/TP/JV 4. FOUNDATION TO BEAR ON 1 TSF MIN., VIRGIN UNDISTURBED SOIL. SOIL ADEQUACY TO BE VERIFIED BY BUILDING OFFICIAL PRIOR TO POURING OF CONCRETE. Scale As Noted 5. COORD. ALL DIMENSIONS WITH ARCH. DWGS. IMMEDIATELY NOTIFY ARCH./ENG. OF ANY DISCREPANCIES. 6. BOTTOM OF POOL SLAB EL. TO BE [-3'-0"]. SHEET NUMBER: 7. SEE ARCH. DWGS FOR CONCRETE WATERPROOFING AND FINISHING DETAILS. S- 103 SHEET 5 OF 9 DOB Approval Seal OP NEW Y G \CO Tp 0 r 07621$ BUILDING DEPARTMENT NOTE �opc-SS'o 1 THIS PLAN IS APPROVED FOR STRUCTURAL WORK,ALL OTHER MATTERS SHOWN ARE DOB BSCAN NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES.THIS PLAN FILED FOR STRUCTURAL WORK ONLY. n E a� O B-CUBED ENGINEERING LLC 2022 z C-) 1 QI PROJECT MOYER MARTINEZ la ( 2 3480 ORCHARD ST RESIDENCE I S-502 ORIENT, NY 11957 L _ _ J I I _ 7'-9" 6'-0" I J 2X8 P.T. LEDGER BOARD, 2X8 P.T. LEDGER BOARD OWNER I I I EDDIE MARTINEZ&SAM MOYER -I L — _ J " T/DECK EL. J o , „ I [13] I FF__ - - -1x `� (o-o ) N DESIGNER Na 2X8 P.T. LEDGER BOARD C3 I I Uo � o "' STUDIO SKILLMAN LLC n- 114 EAGLE STREET#1L I INF L' — — J SEE NOTE 2 I I 00 ><`� oO 2'_2 n BROOKLYN, NY 11222 SEE NOTE 2 N ® N STAIRS SEE S-100, S-101, L — J (BY OTHERS) AND S-102 SEE NOTE 3 _ _ _ _ — r 141- _ SEE NOTE 3 — —r �(3) 2X12 P.T I 3 2X12 P.T. 3 2X12 P.T. 3 2X12 P.T. 3 2X12 P.T. (3) 2X12 P.T. (3) 2X12 P.T. I I I '1 -HU212-3 SKEWED13 13 S-502 " STRUCT ENGINEER: FACE MOUNTED 4F — —I- — —I � (� HANGER BY SIMPSON �' P " n w 7 (3) 2X12 P.T. (3) 2X12 P.T. (3) 2X12 P.T. 3 6-10 61-0" 8-0 N ttc� I r - - � L - - - JITYP. 46-0" ¢ BUILDING — J � 13 BETTER o 00T/DECK EL. o BUILDINGS 0 0 10 c2 04 b-cu bed engineering Ilc 00 ,�ti CANT. x 1 x 7 N @J `o N ® v STAIRS 12"0 UNREINFORCED SONOTUBE FTG. Personalized Structural Engineering Solutions BY OTHERS 6 EAST MAIN STREET — — — _ ) B/FTBELOW FIN. SHALL S ED GRADE W STPORT,CT 06880. 3 2X12 P.T. 3 2X12 P.T. / (TYP.)CANT. (3) 2X12 P.T. ® (3) 2X12 P.T. 3 2X12 P.T. ( ) ® ( ) 203.349.5916 COORD. LOC. W STRINGERS TYP. ' -1•o- www.bbb-engineering.com \ L_ _ J SEE NOTE 4 L_ _ —I L_�"'-3 3 4� � L_ i L_ — � L. — 3'-0"X3'-0"X1'-0" FOOTING 2 2X8 P.T. W/ (4) #4 E.A. WAY � � HU212-3 FACE 2'-0" RECORD: ARCHITECT OF / MOUNTED HANGER BY SIMPSON. HU212-3 SKEWEDOUTLINE OF DECK 3'-0"X3'-0"X1'-0" FOOTING MONTOUTE ARCHITECTS PLANNERS T. FACE MOUNTED \ ?,� 6X6 P.T. POST ON 16"0 SONOTUBE W/ (4) #4 E.A. WAY 1787 MADISON AVE#203 Q HANGER BY SIMPSON ,� 8p j PIER. PROVIDE RPBZ POST BASE / NEW YORK, NY 10035 3-0n X3,-0„X1,-0» FOOTING � .�CV o ��\ n 2xj2 p BY SIMPSON (TYP. U.O.N.) W/ (4) #4 E.A. WAYCb o \ (+OECS)EL. T /\\ 2'-6"X2'-6"X1'-0" FOOLING r ® W/ (4) #4 E.A. WAY (TYP. U.O.N.) / N �� The intent of this drawing is to illustrate the general concepts of spatial design in terms !�• ��' 190 ®h n 3-0n X31-0n X1 -0 FOOLING o• 2x/2,o of layout, dimensions,finishes&equipment. 2,8, \ W/ (4) #4 E.A. WAY Any structural, mechanical or electrical work ' tiCO indicated or implied herein, must conform to �.Z� ® and be coordinated with local Building A,o / \ r C Department approved drawings and must ,190 �� \\ 9� �¢, \/ �¢ �� ,�o �/ o. \ comply with all codes and laws of regulatory agencies having jurisdiction thereof. \ \/ 2xi2)0 ® Do NOT scale this drawing to determine any measurements for work shown. Use \ 3'-0"X3'-0"X1'-0" FOOTING90 . Q'o SM�cH dimensions specified or verify with project 91 ¢, \/ W/ (4) #4 E.A. WAY /\\ � ,moo q �iN architect if dimensions are not specified or are unclear. rS \ \/ ISSUES 3'-0"X3'-0"X1'-0" FOOLING Q „ W/ (4) #4 E.A. WAY ryo o' ' 6X6 P.T. POST ON 16"0 SONOTUBE PIER. PROVIDE® v \ BY SIMPSON (11PB SBASE U.O.N.) / / S\70 / }� �`O 2'-6"X2'-6"X1'-0" FOOTING / ® W/ (4) #4 E.A. WAY (TYP. U.O.N.) � 2'h12 A NORTH 3'-0"X3'-0"X1'-0" FOOTING DECK FRAMING PLAN W/ (4) #4 E.A. WAY }� (+OOEC5)EL. A SCALE: 1/4"=1'-0" cb SHEET TITLE: G' NOTES: Q C It o DECK FRAMING 1. ALL ELEVATIONS MEASURED FROM ARCHITECTURAL DATUM FIN. 1ST FLOOR EL. = REF. EL. _ (0'-0"). / � }® \ 2. TOP OF PIER ELEV. = (4-7"). ). / PLANS 3. PIER TO BE NOTCHED 6" WIDE TO ACCOMMODATE (3) 2X12 BEAM AND 2X6 SILL F . FASTEN 2X6 P.T. SILL R / 4 2 TO PIER AND (3) 2X12 TO PIER W/ (2) rO TITEN HD SIMPSON SCREW ANCHORS, 3" EMBED, SPACED ® 12" O.C. 3'-0"X3'-0"X1'-0" FOOTING �. 4. INSTALL (2) 2X8 BLOCKING FOR HANDRAIL. COORD. EXACT LOC. W/ ARCH. DWGS. W/ (4) #4 E.A. WAY o. ect 2022-002j 5. PROVIDE PC6Z SIMPSON POST CAPS U.O.N., SHIM AS REQ'D. ti o' Project � cb \ Date 07/22/2022 C Drawn by PS/BS Q-s o \ Checked by DA/TP/JV cb 4 ® Scale As Noted \8\ \NJ 2x2 p P SHEET NUMBER: LEGEND 1p\ y ?2x8'°T, \ ,o, 8 NEW BEAM S- 104 JOIST SPAN DIRECTION — EXTENT OF JOISTS ��6, SHEET 6 OF 9 -- — NEW FOOTING DOB Approval Seal NEW FOUNDATION PIER ��pF NEW YD ® NORTH NEW WOOD POST `\Q' B DECK FRAMING PLAN 13 NEW STEEL POST SCALE: 1/4"=1'-0" 40U' STEP IN DECK NOTES: n 1. ALL ELEVATIONS MEASURED FROM ARCHITECTURAL DATUM FIN. 1ST FLOOR EL. = REF. EL. _ (0'-0"). 762A16 2. TOP OF PIER ELEV. = (-1 -7 ). BUILDING DEPARTMENT NOTE �2FEs THIS PLAN IS APPROVED FOR STRUCTURAL WORK,ALL OTHER MATTERS SHOWN ARE s1n,0� 3. PIER TO BE NOTCHED 6" WIDE TO ACCOMMODATE (3) 2X12 BEAM AND 2X6 SILL T. FASTEN 2X6 P.T. SILL F'L DOB BSCAN TO PIER AND (3) 2X12 TO PIER W/ (2) J"0 T1TEN HD SIMPSON SCREW ANCHORS, 3" EMBED, SPACED @ 12" NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN O.C. ACCORDANCE WITH APPLICABLE CODES. THIS PLAN FILED FOR STRUCTURAL WORK iv 4. INSTALL (2) 2X8 BLOCKING FOR HANDRAIL. COORD. EXACT LOC. W/ ARCH. DWGS. ONLY. 5. PROVIDE PC6Z SIMPSON POST CAPS U.O.N., SHIM AS REQ'D. I E © B-CUBED ENGINEERING LLC 2022 Z T 1 0 1 HSS4X4 W/ 12X12XJ STEEL T47PROJECT BASE R AND (4) J"O F1554 F5.0 LEDGERLOK SCREWS (GR. 36) HEADED ANCHOR RODS I I 0.228"0, 5" LONG, ® 24" EX. STUD WALL MARTINEZ RESIDENCE 3480MOYO O.C. BY FASTENMASTER, OR CONSTRUCTION (SEE NOTE 2 3480 ORCHARD ST ORIENT, NY 11957 'T/NEW S.O.G. i i 1t—On APPVD EQUAL (SEE NOTES) A 2 (2) 0, 5LONG n 0.228 DERSCREWS® 24FLOOR CONSTRUCTION " (SEE PLAN) OWNER — a 2X10 P.T. LEDGER O.C. BY FASTENMASTER, OR (2) SCREW ANCHORS (BEYOND), J"O EDDIE MARTINEZ&SAM MOYER � APPV'D EQUAL (SEE NOTE 1) SHANK, 6" LONG, @ 24" O.C., BY a ' "+ + I 2X6 STUDS ® 16O.C. �-•-� TAPCON OR APPVD EQUAL "' " EX. CONC. JOIST 2X6 P.T. SILL 2X10 (SEE PLAN) 24" O.C. DESIGNER CD a FLOOR CONSIRUCITON FDN WALL (SEE PLAN) EX. STUD WALL STUDIO SKILLMAN LLC 114 EAGLE 1 L (8) #4 CONSTRUCTION ° N BROOKLYN, NY 112 2 DOWELS a ° 1 " CLR. 10" CONC. ° a ° SECTION A - (�I 10 FDN WALL d ° d NOTES: JOIST (SEE PLAN) C:' ° CONC. PIER 1. AT 1A, OFFSET COLUMN TO LU210 JOIST HANGER BY a . " ° (SEE PLANS) BE FLUSH WITH EDGE OF SIMPSON, OR APPVD EQUAL SEE NOTE 1 STRUCT ENGINEER: #4 TIES ® 12 O.C. (3 MIN.) „ ° d. BASE PLATE � 4 • ° N �, 2X10 P.T. LEDGER ° ° =r (4) #5 EA. WAY 4 a 1 LU210 JOIST HANGER BYT 3BUILDING SIMPSON OR APPVD EQUAL BETTER W210 JOIST HANGER BY EX. CMU SIMPSON, OR APPV1—cubed engineering IIII:" . t a SCREW ANCHOR, � 0 SHANK, NOTES: NOTES: dill; a 6" LONG, ® 24" O.C., BY 1. FASTEN SCREWS TO EX. WALL STUDS. Personalized structural Engineering Solutions a n TAPCON OR APPVD EQUAL 2. REMOVE EX. WALL FINISH AND SHEATHING ONLY AS REQUIRED TO INSTALL 1. SEE SECTION 5/S-500 FOR FDN WALL REINF. 6 EAST MAIN STREET NEW WORK — SEE ARCH. DWGS FOR NEW FINISHES. ___.___- i r•� v 203.349.5916 W STPORT,CT 06880 " NOTES: www.bbb-engineerin corn 1 TSF SOIL BRIG. CAP. 9 t 41-0" _ I 1. FASTEN SCREWS TO EX. WALL STUDS. f TO BE CONFIRMED PRIOR 2. REMOVE EX. WALL FINISH AND SHEATHING ONLY AS REQUIRED TO TO POURING OF CONC. INSTALL NEW WORK—SEE ARCH. DWGS FOR NEW FINISHES. ARCHITECT OF SCALE: 1"=l'—O" SCALE: 11-1/2"4-0" SCALE: 1-1/2"=V-10" SCALE: 1-1/2"4-0" RECORD: MONTOUTE ARCHITECTS PLANNERS 1 1 A `,SECTION 2 SECTION 3 SECTION 4 SECTION 1787 MADISON"E#203 NEW YORK, NY 10035 3'-0" O.C. 6" MIN. The intent of this drawing is to illustrate the 4 TYPICAL SPACING 12" MAX. TYPICAL CORNERS general concepts of spatial design in terms #4 ® 12" O.C. VERT. — of layout, dimensions, finishes&equipment. #4 ® 9" O.C. HORIZ. \ / Any structural, mechanical or electrical work indicated or implied herein must conform to EX. FDN WALL z a P ° (DO NOT UNDERMINE) \ , . • and be coordinated with local Building a a NOTE: . ' to C14Department approved drawings and must A ° SEALANT OVER EXPANSION JOINT \ , SEE TABLE R301.EX. SOIL TO BE 2(1) PLAN comply with all codes and laws of regulatory ' 0 agencies having jurisdiction thereof. FDN. WALL #4 CONT. WWF—SEE PLAN WWF SEE LAN 10n EXCAVATED PSHR. 3" SQ. x " WASHERS (SEE PLAN) END NUT SETUP 4 \ / J ( ) TOP OF SLAB EL. FOR WIND SPEED ND & YaDo NOT scale this drawing to determine any � ' T CRAWL SPACE SLAB " SILL PLATE ON Z measurements for work shown. Use X. x—X—� x=x—x EL. SEE PLAN) \/OL COPPER TERMITE SHIELD 5 o p verify project dimensions specified or veri with ro ect • qLU. w SILL INSULA11ON ;� m architect if dimensions are not s ecified or O.N. ON PLAN / P 5 8 DIA, ANCHOR w #4 ® 9" O.C. — Xd , _ '_I I BOLTS (TYP.) are unclear. VIII_►1-��;_¢ -,lilies-�i�l��i�!�I UNDERPINNING .. . . (3) #4 — ° ° I_ ° d FOUNDATION WALL ' ` ISSUES (BY OTHERS) L / \ VAPOR RETARDANT UNDISTURBED SOIL OR NOTES: ° ° a o (SEE ARCH. DWGS) COMPACTED FILL AS PER n n ° i 1.) USE 5/8 DIA. ANCHOR BOLTS W/ MINIMUM 7 EMBEDMENT INTO d / GEOTECH. REPORT 4. 4 SLAB CONSTRUCTION 6" MIN. DRAINAGE CONCRETE W/ 3" SQUARE x Ya" WASHERS AND END NUT SETUP. �4. / \ (SEE SECTION 5/S-500) MATERIAL 2.) ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR OR REPLACED SECTION < BY HOLD DOWNS FOR SHEARWALLS. n 3.) ONE ANCHOR BOLT IS TO BE LOCATED BETWEEN 6 MINIMUM TO 2'-0" ( 1 TSF SOIL BRIG. CAP. x—x-X—X—x 12" MAXIMUM FROM WALL ENDS AND CORNERS. TO BE CONFIRMED PRIOR -i � 4.) REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS WALL FOOTING ' TO POURING OF CONC. - " (TABLES 3.26, 3.2C, 3.3A). • !-ill—+i�—I n--Ili—111- 'I I1-+II-'-tEi I+I lil- ill"11'^ SCALE: 1"=1'-0" SCALE: 3/4"=1'-0" SCALE: NOT TO SCALE SCALE: NOT TO SCALE 5 SECTION 6 SECTION TYPICAL S.O. G. DETAIL TYPICAL ANCHOR BOLT DETAIL SHEET TITLE: VERT. CORNER SECTIONS & BAR DETAILS 1 HORIZ. CORNER Ah BAR DIA.GTS HOOV �TDHOO I #4 ® 12" BARS TIES FULL SHEET APA RATED ROOF EAVE . Project 2022-002 PLYWOOD SHEATHING (TYP.) Date 07/22/2022 (08 SHEETS ROOF DECKING) PROVIDE SOLID BLOCKING BETWEEN ROOF Drawn by PS/BS (PANEL GRADE C-D) RAFTERS AT TOP PLATE OF EXTERIOR WALLS AT Cr ROOF CORNER 48" O.C. DRILL AS REQUIRED FOR PROPER n CL. (6) ADDT'L BARS TO Checked by DA/TP/JV VENTING n 2'-0" O.C. 2'-0" O.C. INT. FACE MATCH VERT. REINF. Scale As Noted O Nto7 �.j/,j/intlr rl1</,;,..-It 1-j"/,!�,jj"tr1:%;/„�i.�/J,if,j,%;..�r1;,%,�i',i',s'�Fs tr�t.'”�f//i//q%',t►1Lt,y/.;<^n-�l:;..�-,,aI,t1 � (TYP.)ROOF FRAMING (TYP.) J"0 A307 BOLTS O O O HEFT NUM- BER: EXT. (TYPO 0 O OW M,i w ✓�!.1 I%% I > `t %%I I;j /1 I •`/ rii l i t /',i ill j. /rl /' % ,�/: o e e e o .)-500 ;/� �;- {' :r r �� i�° ii �f"' i% /'� TRUSSLOK SCREWS BY ii r,'1/ '%;9 �j r1�/1 c.,1 1-;�/i/ t��;��t� i,,;/, W - L�'��L��.:."�.}L:.:.:_.,.J L f...�J�'':..� L'- .:.:.1 L:.. •3"E' 2'-0" O.C. V n n n HALF SHEET APA RATED ° T , �"T PROVIDE 2X4 MIN. FASTENMASTER (TYP.—U.O.N.) n 16 11 16� OUTSIDE RE—ENTRANT AT END PLYWOOD SHEATHING TYP. .'II"% ,,'t{ %s�jt'� r j y i� BLOCKING FOR ALL PANEL L2'—O" O.C. CORNER CORNER OF WALL ( ) i /.t(j 1%/f t� t, EDGES IN THE PERIMETER NOTES: 4X8 SHEETS ROOF DECKING , 1 it l '%�; % EDGE ZONE (TYP.) 1. CORNER BARS AND/OR DOWELS TO MATCH I F ( PANEL GRADE C-D) '%ft 11-/ �� r�, rIN CATHEDRAL CEILING NOTES: / HORIZ. REINF. SHEET 7 OF 9 %i t t l %' i�t AREAS, PROVIDE 12" WIDE GABLE END / { /;%% , %j 1�, /�t 1. FOR MULTI—PLY LVL CONNECTIONS USE TRUSSLOK SCREWS BY FASTENMASTER. FOR 2—PLY MEMBERS 2. SEE TYP. FOUNDATION WALL DETAIL FOR WALL REINF. AND �'� " PLYWOOD " n " PLACEMENT DETAILS DOB Approval Seal n USE 3 LONG SCREWS, 3—PLY MEMBERS USE 5 LONG SCREWS, AND 4—PLY MEMBERS USE 6 LONG F NEVV SPLICE WITH 1 SCREWS ® SCREWS. SEE MANUFACTURER'S DATA FOR ALL REQUIREMENTS. �(�O y0 .; {��.,., t ,/ 6 O.C. IF VENTILATION PROVIDE 2X4 MIN, BLOCKING �'��`{{%s�''• 1/� { � PANELS ARE REQUIRED SCALE: NOT TO SCALE 'A FOR ALL PANEL EDGES IN THE �'�„t � ,r\ AGO NTO �1' PERIMETER EDGE ZONE (TYP.) - a GRILL HOLES AS REQUIRED TYP. WALL CORNER DETAIL FOR PROPER VENTING I 4'-0” I PERIMETER EDGE ZONE 8 • ROOF RAFTERS (SEE PLAN FOR AR NP SIZE AND SPACING) (TYP.) Fo OFESS�O BUILDING DEPARTMENT NOTE THIS PLAN IS APPROVED FOR STRUCTURAL WORK.ALL OTHER MATTERS SHOWN ARE DOB BSCAN NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES,THIS PLAN FILED FOR STRUCTURAL WORK L SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE ONLY. � E m ROOF SHEATHING DETAIL TYPICAL MULTI -PLY LVL DETAIL FLITCH BEAM BOLTING DETAIL © B-CUBED ENGINEERING LLC 2022 Z : T 1 QI PROJECT MOYER MARTINEZ RESIDENCE OL CONC. FDN WALL EX. 1ST FLOOR EL. 3480 ORCHARD ST (SEE ARCH. DWGS) POST (SEE PLAN) ORIENT, NY 11957 SEE NOTE 1 (TYP.) OWNER • d°' ', a ° a• • ;. 8' ° EX. SUBFLOORING EX. SUBFLOORING EDDIE MARTINEZ&SAM MOYER " 4 2X10 JOIST •. A EX. CMU FDN WALL 1'-0" (TYP.) (SEE NOTE 1) EX. BEAM 2X10 JOIST EX. BEAM SEE PLAN) DESIGNER ° °. a .' (SEE PLAN) SIMPSON CONNECTOR a " PRE–MOLDED MODEL NO. AC6 OR APPVD STUDIO SKILLMAN LLC a . • ..• a JOINT FILLER EX. JOIST EX. JOIST EX. JOIST EX. JOIST EQUAL (1 EA. SIDE) 114 EAGLE STREET#1 L n °n SIMPSON POST BASE BROOKLYN, NY 11222 a a n ° ° ° SEALANT OVER " MODEL NO. ABA46Z . ° y ° "^ EX. 2X SILL R ° COMPR. FILLER (4) #4 EA. WAY ° 4 n a .•a. a a EX. S.O.G. SAW-CUT PERIMETER OF n EX. CRAWL SPACE EL. EX. CMU EX. SLAB TO BE REMOVED STRUCT ENGINEER: (SEE ARCH. DWGS) FDN. WALL 1'-0" (TYP.) LU210 JOIST HANGER BY 3 BUILDING EX. CONC. WALL ° d' � " PRE–MOLDED FTG. (V.I.F.) SIMPSON, OR APPVD EQUAL a ',4 BETTER d, q CONC. WALL FTG. JOINT FILLER I I----- ! I d d 1 I_._...._1 f ;__ BUILDINGS NOTES: __.I I I_.._.�I - f I I-_I b-cu bed engineering Ilc 1. NOTCH 2X JOIST AT END AS REQUIRED. d d d d Personalized Structural Engineering Solutions NOTES: 6 EAST MAIN STREET 1. SEE SECTION 5/S-500 FOR FDN WALL & FTG. REINF. -Y ! I I i I I I ° I (—I I WESTPORT,CT 06880 2. STUD WALL FRAMING NOT SHOWN FOR CLARITY. i� --NOTES: 203.349.5916 1. SHIM POST AS REQUIRED. www.bbb-engIneering.com ARCHITECT OF SCALE: 1/2"=l'-O" SCALE: 1-1/2"=l'-O' SCALE: 1-1/2"44' SCALE: 1"=l'-O" RECORD: MONTOUTE iLSECTION 1787MA 2 SECTION 3 SECTION 4 SECTION ARCHITECTS PLANNERS 1787 MADISSON AVE#203 NEW YORK, NY 10035 LVL RIDGE (SEE PLAN) The intent of this drawing is to illustrate the general concepts of spatial design in terms EX. RIDGE of layout, dimensions, finishes&equipment. SIMPSON HURRICANE TIE Any structural, mechanical or electrical work JX51X1'-2" R (EA. SIDE) MODEL NO. H8SS 2X RAFTERS RAFTERS RAFTERS indicated or implied herein, must conform to W/ (4) iJ"O A307 BOLTS 0 12" O.C. and be coordinated with local Building Department approved drawings and must comply with all codes and laws of regulatory (1) L4X4XJXO'-8" agencies having jurisdiction thereof. SEE NOTE 1 POST (SEE PLAN) r F.7) (2) rO A307 BOLTS Do NOT scale this drawing to determine any BENT R 5X5XJXO'-6i" LONG / measurements for work shown.Use (3) 12-24 X 2" LONGA (2) rO A307 BOLTS POST % % ° ® ° — — —— — — —— dimensions specified or verify with project KWIK—FLEX ANCHORS BY (SEE PLAN) architect if dimensions are not specified or HILTI, OR APPVD EQUAL ° _ _ — _ _ _ _ are unclear. (SEE NOTE 2) SEE NOTE 1 SEE NOTE 2 RIDGE BEAM C12 (2) 12-24 X 2" LONG _ C12 ISSUES F.B. (SEE PLAN) KWIK–FLEX ANCHORS BY HILTI, (SEE PLAN) 0 0 0 OR APPVD EQUAL, @ 24" O.C. POST (SEE PLAN) EX. STUDS _ NOTES: 1. INSTALL RIDGE BEAM TIGHT AGAINST EX. RIDGE BOARD. 0 0 0 2. SHIM RIDGE BEAM TIGHT AGAINST UNDERSIDE OF RAFTERS, B 1ST FLOOR NOTES: INTERIOR FACE 1. CUT EX. CEILING JOISTS FLUSH W WALL PLATE: W/ INTERIOR FLITCH BEAM (SEE PLAN) OF STUD WALL. 1. SHIM POST AS REQUIRED. 2. CENTER KWIK–FLEX ANCHORS ON WOOD PLIES OF FLITCH BEAM. SCALE: 1-1/2"=V-0" SCALE: 1-1/2"=l'–O' SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" ES:ECTION 6 SECTION 7 SECTION 8 SECTION SHEET TITLE: SECTIONS & 5" DETAILS 2 T/WALL EL.�, (SEE ARCH. DWGS) C12 (SEE PLAN) 4 . .d J ' Project 2022-002 RAFTERS POST (SEE PLAN) 10" FIN. GRADE EL. Date 07/22/2022 FDN. WALL d A . • . (SEE ARCH. DWGS) _-__ ( , I _ _ I Drawn by PS/BS (2) L4X4XJX0'-8" Checked by DA/TP/JV (1 EA. SIDE) Scale As Noted (2) r4 A307 BOLTS o 0 #4 0 12" ® ° ° O.C. VERT. d d SHEET NUMBER : (2) 2X12 HEADER o #4 @ 9" O.C. HORIZ. O O z S-501N SOLID 2X BLOCKING o #4 @ 12" O.C. d N Li SIMPSON JOIST HANGER � V Od MODEL NO. HGUS28-2 C12 T/POOL SLAB EL. EA. WAY TP 0 0 (10) 12-24 X 2" LONG (SEE ARCH. DWGS) " SHEET 8 OF 9 F.B. (SEE PLAN) KWIK–FLEX ANCHORS BY 0 64 HILTI, OR APPVD EQUAL d J DOOR OPENING --� 0 0 DOB Approval Seal NE (SEE ARCH. DWGS) ( d . P�tiO\G o AN .. d N TO d dC ��< i NOT S: w ¢ #4 @ 12" O.C. .. 1. USE SIMPSON JOIST HANGER FOR F.B. TO HEADER m EA. WAY BOT. 1 TSF SOIL BRG. CAP. . CONNECTION. TO BE CONFIRMED PRIOR 's TO POURING OF CONC. �4 0762 NOTES: Es '�� 1. BOTTOM OF POOL SLAB TO BE 3'-0" (MIN.) BELOW FIN. GRADE EL. BUILDING DEPARTMENT NOTE DF s\d� AND NO MORE THAN 3'-6" BELOW EX. GRADE EL. ON ALL SIDES. THIS PLAN IS APPROVED FOR STRUCTURAL WORK.ALL OTHER MATTERS SHOWN ARE DOB BSCAN NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES,THIS PLAN FILED FOR STRUCTURAL WORK SCALE: 3/4"=1'-0" SCALE: 3"=1'-0" SCALE: 1"=l'–O" ONLY, a� 9 SECTION 1 SECTION CION © B-CUBED ENGINEERING LLC 2022 Z of l PROVIDE FULL DECKING BY OTHERS 2X8 JOISTS LAPPED DEPTH 2X BLOCKING PROJECT AT BEAM AT SUPPORT (TYP.) 2X10 LEDGER #4 ® 12" MOYER MARTINEZ RESIDENCE (SEE PLAN) 3480 ORCHARD ST EX. STUD WALL ORIENT, NY 11957 STL. U—BRACKET W/ (4) (SEE PLAN) (VIF) 6X8 P.T. BEAM 6" J"O A307 THROUGH BOLTS #3 NOSING SEE ARCH. DWGS 4' I OWNER (SEE ARCH. (SEE PLAN) DECKING BAR (TYP.) 4 • • EDDIE MARTINEZ&SAM MOYER ° " 3" DWGS.) °°° °°° EX. RIM BOARD ¢ ; • • a 0 0 0 0 = "'V ® ® (VIF) W •,J N ® ® 0 N a _ DESIGNER ° b POOL CONC.to STUDIO SKILLMAN LLC ° SEE 11/S-501 FDN. WALL 114 EAGLE STREET#1L SEE NOTE 2 a a FOR CONC. BROOKLYN, NY 11222 WALL REINF. " CLOSURE R I I 4 v 0 o I Id SIMPSON LU28 FACE MOUNT a ° #4 @ 12" JOIST HANGER W/ ZMAX > ° 2X12 P.T. ° ° HSS4X4 I I COATING OR APPV'D EQUAL (SEE PLAN) BY ENGINEER EX. FLOOR FRAMING a STRUCT ENGINEER: SIMPSON PC6Z POST CAP W/ (SEE PLAN) I I (VIF) 4 @ 12" i 3 DING ZMAX COATING OR APPV'D EX. FDN WALL # EQUAL BY ENGINEER (VIF) (SHIM AS REQ'D) BETTER BUILDINGS POST NOTES: b-cubed engineering (SEE PLAN) 1. BEAM, U—BRACKET, AND COLUMN TO BE FLUSH ON EXTERIOR SIDE. l l c 2. ALL FASTENERS (INCLUDING NUTS, WASHERS, ETC.) TO BE HOT-DIP GALVANIZED OR NOTES: Personalized Structural Engineering Solutions STAINLESS STEEL. 6 EAST MAIN STREET 1. ALL FASTENERS (INCLUDING NUTS, WASHERS, ETC.) TO BE HOT—DIP GALVANIZED WESTPORT,CT 06880 OR STAINLESS STEEL. 203.349.5916 NOTES: 2. FASTEN LEDGER TO EX. STRUCTURE W/ 5" LEDGERLOK STRUCTURAL WOOD w w w,b b b-e n g i n e e r i n g.c o m 1. ALL FASTENERS (INCLUDING NUTS, WASHERS, ETC.) TO BE HOT—DIP GALVANIZED OR SCREWS, SPACED @ 8". STAINLESS STEEL, ARCHITECT OF SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE RECORD: MONTOUTE TYPICAL POST CAP DETAIL 1 SECTION 2 SECTION 3 SECTION 1787 MADISON AVE#203SPLANNERS NEW YORK, NY 10035 2X8 DECKING (SEE PLAN) (BY OTHERS) 2X12 BEAM Ui The intent of this drawing is to illustrate the (SEE PLAN) o general concepts of spatial design in terms of layout,dimensions,finishes&equipment. ck: PLANTER (SEE ARCH) Any structural, mechanical or electrical work °° Q 1'-7" indicated or implied herein, must conform to POST BASE POST CAP 2X12 BEAM o MAX. SEE PLAN DECKING and be coordinated with local Building (SEE PLAN) (SEE NOTE 2) (SEE PLAN) ( ) BY OTHERS) Department approved drawings and must C) (2) 2X8 8" 8" comply with all codes and laws of regulatory POST C.) (SEE PLAN) agencies having jurisdiction thereof. _ (SEE PLAN) F 77 .� LR,,, _ Y LUS28-2 FACE MOUNTED HANGER Do NOT scale this drawingto determine an BY SIMPSON, OR APPROVED measurements for work shown. Use .•a 1;" CLR. EQUAL BY ENGINEER " dimensions specified or verify with project SONOTUBE CONC. PIER TYP 1 -8 LPC6Z POST CAP BY SIMPSON, architect if dimensions are not specified or (SEE PLANS) #4 TIES 12" O.C. MAX. SHIM AS REQUIRED 2X12 BEAM are unclear. o (4) #4 BARS `� :.. POST AND BASE (SEE PLAN) (SEE PLAN) L a. .. " - _ 1- - (4)#4 EA. WAY 6 `Ill ` J,I 1 ISSUES 1 " CLR. SONOTUBE CONC. PIER TYP. 0 2" (SEE PLANS) #4 TIES ® 12" O.C. .. o z a (4) #4 BARS r M U 6 (4)#4 EA. WAY ,, :•: . 2'-6" 2" NOTES: NOTES: C,i CL. 1. ALL FASTENERS (INCLUDING NUTS, WASHERS, ETC.) TO BE 1. ALL FASTENERS (INCLUDING NUTS, WASHERS, ETC.) TO BE HOT-DIP GALVANIZED OR STAINLESS STEEL. HOT-DIP GALVANIZED OR STAINLESS STEEL. 2. PROVIDE LCE4 POST CAP AT NOTCHED POST. FASTEN `! NOTCHED POST INTO END GRAIN OF 2X12 BEAM WITH (2) 3'-0" SCALE: 1/2"=1'-0" #10 SCREWS AS SHOWN. SCALE: 1/2"=1'-0" 4 SECTION 5 SECTION SHEET TITLE: SECTIONS & DETAILS 3 Project 2022-002 Date 07/22/2022 Drawn by PS/BS Checked by DA/TP/JV Scale As Noted SHEET NUMBER: S-502 SHEET 9 OF 9 DOB Approval Seal '(SOF NE VV 0 Y O ANT, ,a a ,J SFOA 0762Ab ROFESS':O0-'P BUILDING DEPARTMENT NOTE THIS PLAN IS APPROVED FOR STRUCTURAL WORK,ALL OTHER MATTERS SHOWN ARE DOB BSCAN NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. THIS PLAN FILED FOR STRUCTURAL WORK W ONLY. .n E m © B-CUBED ENGINEERING LLC 2022 Z r 1 01