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Home My WebLink AboutBP21-298a�I ExP: PERMIT#��98 DATE: r 4ECTION !�, 3 BLOCK_ ,'f__ I.OT + / TYPE OF WORK / W/A . � /S PO' WWe47'� JOB LOCATI N > /� / 0 e P2 /_ OWNER gyp- lD /p 1 C� CONTRACTOR /% O :n S .LL — Olt Q//zZ4 C9/y)39&- &0& T. COST F E `- V CO # FEE DATE %3 TCO # FEE DATE INSPECTION RECORD EIATE FOOTING FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBING NG RGH PLUMBING � GAS �' SPRINKLER ELECTRIC LOW -VOLT O ALARM AS BUILT L FINAL LJjrpt�,,�jy �i s 4r`�3 ZBA rJTHER 9 3JSail /OZ 441c j,4c� �iv(&)93 C�ec7' c J'sILT/FINAL SURVEY .-)UIRED PRIOR TO (NAL INSPECTION L3 THIS BUILDING MUST BE POSTED WITH A PERMANEM CONSTRUCTION TYPE IDENTIFICATION SIGN; v PRIOR TO THE ISSUANCE OF A C/0, AS REQUIRED BY NY STATE LAW. l� VILLAGE OF E BROOK WESTCHES9 9R COU , NEW FORK NO: 23-111 Certificate of Occupancy This is to certify that J In, C/ of, )OvBrnnki having duly filed an application on 20 requesting a Certificate of Occupancy for the premises known as, �Y,/ 1 elf , Rye Brook,NY, located in a R/5 Zoning District and shown on the most current Tax Map as Section: 5, ~ 5 Block: Lot: I 1 . and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No.�c�l , issued i5 20 v� , such authority and permission is hereby granted to the property owner to lawfully occupy or use said premises or building or part thereof listed under the following e New York State Classifications, Use: p Construction: Nefor the following purposes: Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the following: APPROVED FOR USE AS A DWELLING UNIT This certificate does not in any way relieve the owners or any person or persons in possession or control of the premises, building,or any part thereof from obtaining such other permits or licenses as may be prescribed by law for the uses or purposes for which the building or premises is designed or intended. Furthermore, it does not relieve such owners or persons from complying with any lawful order issued with the object of maintaining the premises or building in a safe and lawful condition. No changes or rearrangement in the structural parts of the building or ' the exit fa ies shall be made, and no enlargement, whether by extending on any side or by increasing in he shall ma nor sha e ' mg be moved from one location to another until a permit to accomplish such change has b o d fro the Bu ' g Inspector. Building Inspector,Village of Rye Brook: Date: JUL 18 M3 OR 4- O` . 19 V VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914) 939-0668 Christopher J. Bradbury www.ryebrook.org TRUSTEES BUILDING& FIRE INSPECTOR Susan R. Epstein Steven E. Fews Stephanie J. Fischer David M. Heiser Salvatore W. Morlino CERTIFICATE OF COMPLIANCE July 18,2023 Pawling Holdings LLC 259 North Ridge Street Rye Brook,New York 10573 Re: 259 North Ridge Street, Rye Brook,New York 10573 Parcel ID#: 135.35-1-11.1 This document certifies that the work done under Mechanical Permit #22-193 issued on 12/27/2022 for the installation of a new boiler, two new condensers and two new air handlers have been satisfactorily completed. Sincerely, Steven E. Fews Building&Fire Inspector /to D [EC�COMC3 BUILD =ti R. ENT For office se only: APR 3 2023 r PERMIT VIL OF RYA . OK ISSUED' VILLAGE OF RYE BROOK 8 KING STRE l f: 131t(►O YORK 10573 DATE: — BUILDING DEPARTMENT 9 0� FEE: PAID W APPLICATION FOR CERTIFICATE OF OCCUPANCY,CERTIFICATE OF COMPLIANCE, AND CERTIFICATION OF FINAL COSTS TO BE SUBMITTED ONLY UPON COMPLETION OF ALL WORK, AND PRIOR TO THE FINAL INSPECTION Address: a,rL9 Occupancy/Use:k Parcel ID#:_ (!36 Zone: �5 Owner:,flows L"rzza-- Address: _�s S.6(J-fA I"D.Act-, f�.es�.t P.E./R.A. or Contractor:�� /InQ �� ,S LCAddress: iJL/ Person in responsible charge: , lit-9 Address: Application is hereby made and submitted to the Building Inspector of the Village of Rye Brook for the issuance of a Certificate of Occupancy/Certificate of Compliance for the structure/construction/alteration herein mentioned in accordance with law: STATE OF NE''WnnYORK, COUNTY OF WESTCHESTER as: being duly swom,deposes and says that he/she resides at ___(Print Name of Applicant) (No.and eet) in in the County of `�$}(' 54� in the State of ,that (Cityrrown/Village) he/she has supervised the work at the location indicated above,and that the actual total cost of the work,including all site improvements, labor,materials,scaffolding,fixed equipment,professional fees,and including the monetary value of any materials and labor which may have been donated gratis was:$ 00, , for the construction or alteration of: Deponent further states that he/she has examined the approved plans of the structure/work herein referred to for which a Certificate of Occupancy/Compliance is sought,and that to the best of his/her knowledge and belief,the structure/work has been erected/completed in accordance with the approved plans and any amendments thereto except in so far as variations therefore have been legally authorized,and as erected/completed complies with the laws governing building construction.Deponent further understands that it shall be unlawful for an owner to use or permit the use of any building or premises or part thereof hereafter created,erected,changed,converted or enlarged,wholly or partly,in its use or structure until a Certificate of Occupancy or Certificate of Compliance shall have been duly issued by the Building Inspector as per§250-10.A.of the Code of the Village of Rye Brook. Sworn to before me this Sworn to before me this day of 12 day of �� , 20,? Signatu e o op Owner Si I ,00fl 'pplli nt [-art rint Namea z Print Name of Ap 'can Notary Publ' — - -------- Notary PuU JOWN OLANGELO .lpHN�,p 1V( l0 Notary Pub c State of Now York .4700504 etary p1julo,, o11A9u Y OualifiGd i ostchostar County / No,4 '�/]� �?1 Commission Expires July 31,20d, `�LW�In W ��%a117tt`j Commission Exom a,dy�ii p . �yE BRC�k. • 1932 BUILDING DEPARTMENT t_�UILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 King Street . Rye Brook,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.ors - - - - - - - - - - - - - - - - - - -- INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : CT� 1 l,� DATE: I 1 202C PERMIT# A ISSUED: , SECT: BLOCK: LOT: LOCATION: \ +"`-""` �` 1 V Nr OCCUPANCY: 1 ❑ Violation Noted THE WORK IS... PASSED ❑ FAILED REINSPECTION ❑ SITE INSPECTION v REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ Natural Gas ❑ L.P. Gas ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION FINAL 11 OTHER QyE BRC�j�. O� 2m 1982 BUILDING DEPARTMENT UILDING INSPECTOR ` ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 King Street. Rye Brook,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - �51� ADDRESS:_ BATE' An Js �� PERMIT# ISSUED: SECT: LOCK:LOT: f ' LOCATION: 1 V�' C^ `Q OCCUPANCY: ❑ Violation Noted THE WORK IS... ❑ PASSED FAILED REINSPECTION SITE INSPECTION /// REQUIRED FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ Natural Gas ❑ L.P.Gas ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION [� FINAL ❑ OTHER �E BR(�� cu � • '9�2 BUILDING DEPARTMENT UILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 King Street . Rye Brook,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS:— �DATE., PERMIT# ISSUED: ECT: �SLOCK: ' LOT: o LOCATION: ` ` n� r , OCCUPANCY: I r � r ❑ Violation Noted HE WORK IS... d PASSED I� FAILED REINSPECTION ❑ SITE INSPECTION f REQUIRED ❑ FOOTING L ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ Natural Gas ❑ L.P. Gas CAA I c, :-pf(-,Qg �t r ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION `` / ❑ (FINAL ( L\ .S-,Cn DC G �f 1, r, -c- OTHER BR k Village of Rye Brook Public Works and Engineering Department W � t7 938 KING STREET•RYE BROOK,NY 10573 (914)939-0753 Fax(914)939-0242 INSPECTION REPORT Address: 5 �(! ��/G" Date: 41- Name: /,1 � � Location: k/— Permit#: Phone: Email: Work being Inspected: E±_& AM A(AtL2, Work Inspected is: � Rejected Re-Inspection Required Violation Noted Code Section Code Section: Action Taken Code Section: Action Taken 118 Erosion Sediment Pass Fail Violation 210 Storm Water Pass Fail Violation 135 Refuse Pass Fail Violation 215 Street Sidewalk Pass Fail Violation 213 Steep Slopes Pass Fail Violation 235 Trees Pass Fail Violation 216 Illicit Discharge Pass Fail Violation 245 Wetlands Fail Violation Other: apFail Violation ep Notes: �G lyL r/�/t J'GrfTiS �4` 1 � ell Diagram: Signatu/e/ QyE BR(�k• cu � • �9a2 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : DATE: J PERMIT# ISSUED: ' L SECT: BLOCK: LOT: LOCATION: ' —Zc ` OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER { A. g u % } 0 — } \ $k q k � a q � 2 % - n k � G ƒ ƒ % - } z .§ U / f k - $ | ° CA @ 'c �� | � � > f en u o � �� K - e � .. § © o � m2 U 0 u \ § " / u � � k k ƒ � k Q a r a a �E BRC��, cu � 79,32 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ///❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www Uebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : (—� IS�DATE: 2 t �L PERMIT# � 1 ISSUED: t SECT: BLOCK: LOT: LOCATION: , OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... P/ ACCEP ED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING , OUGH FRAMING ❑ INSULATION a t ❑ NATURAL GAS r, " L `'1 C�� S �e <-3 G C C ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER ' QyE 4RO N o`` tim cu � BUILDING DEPARTMENT ❑(BUILDING INSPECTOR q-ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www aebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS :— DAT$: PERMIT# 6� `\- �� ISSUED: `l�` t SECT: �' BLOCK: ' LOT: LOCATION: �� 0( to r' 1 ` OCCUPANCY: ?f 1 ❑ VIOLATION NOTED THE WORK IS... ACCEOTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION �\�- REQUIRED FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER ` v Clq I N w ` n c 96 "' Gz7 V o cOmni E3 NCO i— O [�I •� " Q c is A Z ON Q R Q s �- � mm 's E, pp �/ W en � �c W f� �p O cps u � . /AQ C�OII Q o WLAk.8 � o 33 `' •' !� � �� Frl MCI .� Q 'D G. z moow i�l 3 f�C F o F d n � C" U 7 E c . lez �-o u u u a I -a- .R t ONO O z 3 O F 2 ,c Z Q Q Q z z V w osa v M I-I Z N y Z tn E■ O ° a• � � � ~ " -j 2au > > Q BUIrEOF RTMENT D (� REVISED MAY - 6 2021 VI BROOK Pp�ICATIpN 938 KrncOOK, NY 10573pCT - 7 2020 A (914) 14)939-5801 DATED: .rZeprook.ora VILLAGE OF RYE BROOK BUILDING DEPARTMENT FOR OFFICE USE ONLY: l Q Approval Date:NOV — 2 it �tt d —C)/ Application# Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: ; Date: OCT 2 1 20LU BOT Approval Date: Case# Chairman: PB Approval Date: Case# Secretary: ZBA Approval Date: Case# Other: Application Fee: Permit Fees. t 0q, 1 , EXTERIOR BUILDING PERMIT APPLICATION Application dated: / a a hereby made to the Building Inspector of the Village of Rye Brook,NY,for the issuance of a Permit for the construction of buildings,structures,additions,alterations or for a change in use,as per detailed statement described below. 1. JobAddress:_259 North Ridge Street,Lot 3 2. Parcel ID#: 1�1 t 3S . ^ t -- I I , ( one: � ` 11 1 - 3. Proposed Improvement(Describe in detail):Construction of Single Family, �X Home j��tzt_7 4. Property Owner:Lou Lariaa,Contract Vendee Address: 25 South Regent Street,Port Chester,NY 5. Phone#914-396-9606 e-mail: LouLazz@aol.com 6. List All Other Properties Owned in Rye Brook:211 South Ridge Street, 1-34 Louis Court, 16 Wyman Street 7. Applicant: Same— Address: Phone# Cell# e-mail Architect: Address: Phone# Cell# e-mail Engineer: Address: Phone# Cell# e-mail General Contractor: &7 4 Wo iA 1,C Address: Q5 s0 i!i / CAesA.- iU /OS 73 Phone# (1) 3,21'19 5. Occupancy;(1-Fam.,2-Fam.,Commercial.,etc...)Pre-construction:I Family Post-con D EUVE 6. Area of lot: Square feet:62,380 Acres: 1.34 MAY '0o11 7. Dimensions from proposed building or structure to lot lines: front yard:93' rear y d: 71 side yard: I PI'lle sr yard:73'other: _ RiL GE OF a E3ROQ BUILDING DEPARTMENT 8. If building is located on a corner lot,which street does it front on: 9. Area of proposed building in square feet: Basement: 1,430 1'fl:2,028 2°d fl: 1,680 3'd fl: 10. Total Square Footage of the proposed new construction:3,708 sf 11. For additions,total square footage added:Basement: In fl: 2"d fl: 311 fl: 12. Total Square Footage of the proposed renovation to the existing structure: 13. N.Y.State Construction Classification:Single Family Residential N.Y.State Use Classification: 14. Number of stories:_2_ Overall Height:32'-3"Median Height:26'-3"' 15. Basement to be full,or partial:Full, finished or unfinished:Unfinished 16. What material is the exterior finish: Clapboard,Hardy Plank 17. Roof style;peaked,hip,mansard,shed,etc:Peaked Roofing material: 30 year Asphalt 18. What system of heating:_HVAC 19. If private sewage disposal is necessary,approval by the Westchester County Health Department must be submitted with this application. 20. Will the proposed project require the installation of a new,or an extension/modification to an existing automatic fire suppression system?(Fire Sprinkler,ANSL System,FM-200 System,Type I Hood,etc...) Yes: No:_X_ (ifyes,applicant must submit a separate Automatic Fire Suppression System Permit application&2 sets of detailed engineered plans) 21. Will the proposed project disturb 400 sq.ft.or more of land,or create 400 sq,ft.or more of impervious coverage requiring a Stormwater Management Control Permit as per§217 of Village Code? Yes: No: Area: 22. Will the proposed project require a Site Plan Review by the Village Planning Board as per§209 of Village Code? Yes:—No:—X— (if yes,applicant must submit a Site Plan Application,&provide detailed drawings) 23. Will the proposed project require a Steep Slopes Permit as per§213 of Village Code Yes: No: _X_(ifyes,you must submit a Site Plan Application,&provide a detailed topographical survey) 24. Is the lot located within 100 ft.of Wetland as per§245 of Village Code? Yes: X No: (rfyes,the area of ivetland and the wetland buffer zone must be properly depicted on the survey&site plan) 25. Is the lot or any portion thereof located in a Flood Plane as per the FIRM Map dated 9/28/07? Yes:X_No:_ (if yes,the area and elevations of the flood plane must be properly depicted on the survey&site plan) 26. Wt the rQ on d rP�e�t r %,Ire aRTree Rf�tova�Perfrtit as er§235 of Village Code? Yes: X_No: ( a�p �m s u mr ree Re Pero,,ermr pp rcattorr� — 27. Does the proposed project involve a Home-Occupation as per§250-38 of Village Code? Yes: No:_X_ Indicate: TIER I: TIER 1I: TIER III: (ifyes,a Home Occupation Permit Application is required) 28. List all zoning variances granted or denied for the subject property: N/A_ 29. What is the total estimated cost of construe'on: S 60 Note:The estlm d costshall include all site improvements,labor, material,scaffolding,fixed equipment,professional fees,including any material and labor which may be donated gratis./f the final cost exceeds the estimated cost,an additional fee will be required prior to issuance of the C/O. 30. Estimated date ofcompletion:_12 months after Building Permit Issued (2) 3/21/19 BUILDING DEPARTMENT D VILLAGE OF RYE BROOK �� ' 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 FAX(914)939-5801 MAY - 6 20?1 VILLgG BLIIL E OF RYE BROO RESIDENTIAL LOT AREA COVE DEPgRTIMENT Address: 259 North Ridge Street Section: 135.35 Block: I Lot: 11 PERMITTED COVERAGE RATIOS IN RESIDENTIAL DISTRICTS (Local Law 3-88) YOUR ZONE AREA IN MAIN ACCESS. DECK ZONE DISTRICT SQ. FEET BLDG. BLDG. MAX. CHECK MAX. R-35 35,000 14% 4% 5% R-25 25,000 14% 3.5% 4% R-20 20,000 14% 3.5% 4% R-15 15, 000 16% 3.5% 4% R-15A 15,000 12% 3.5% 4% R-12 12,500 17% 4% 4% R-10 10,000 20% 4.5% 3.5% R-7 7,500 23% 4.5% 3.5% R-5 5,000 30% 5% 3.5% R-2F 5,000 30% 5% 3.5% Existing: Proposed: 1. AREA OF LOT 62,380 Sq. Ft. Sq. Ft. 2. AREA OF HOUSE a. Coverage of Main Building (Including Attached Garage or Accessory Building) Sq. Ft. 1,830 Sq. Ft. b. Area of 1s'Floor Divided By Area of Lot x 100 % 2.93 3. AREA OF ACCESSORY BUILDING (Includes Detached Garages, Tool Shed, Playhouses) NSA Sq. Ft. Sq. Ft. a. Coverage of Accessory Building Area of Accessory Building Divided By Area of Lot x 100 % % 4. AREA OF DECK Sq. Ft. 216 Sq. Ft. a. Coverage of Deck Area of Deck Divided By Area of Lot x 100 % 0.34626 1 attest to t st of my knowledge and belief,the above information is correct. Architect' Signature (3) 3/21/19 BUILDING DEPARTMENT D V r' VILLAGE OF RYE BROOK MAY - 938 K[NG STREET RYE BROOK,NY 105 3 6 2021 (914) 939-0668 Fax(914) 939-5801 VILLAGE OF BUILIJ RYE BRO IMPERVIOUS COVERAGE RATIOS RESID UIT Address: 259 North Ridge Street Section: 135.35 Block: I Lot: 11 Zone: IMPERVIOUS SURFACES (Definition): All buildings, as defined herein, and all areas on the ground or elevated above the ground which are comprised of materials through which water cannot readily flow, including, but not limited to asphalt, concrete, masonry, wood, gravel and clay, and which consist of elements including, but not limited to, court yards, sports courts,swimming pools, patios, sidewalks,ramps,terraces and driveways. TOTAL MAXIMUM PERMITTED MAX. PERMITTED COVERAGE Zoning IMPERVIOUS LOT AREA BY IMPERVIOUS SURFACES District COVERAGE IN FRONT (sq.ft.) For Base Lot For Lot Area YARD(%) Area(sq.ft.)* Over Base R-35 15 Lot Area(%) R-25 20 0 to 4,000 0 55 R-20 30 4,001 to 6,000 2,200 35 6,001 to 12,000 2,900 27 R-15 35 12,001 to 16,000 4,520 26 R-15A 35 16,001 to 20,000 5,560 25 R-12 40 20,001 to 30,000 6,560 24 30,001 to 40,000 8,960 23 R-10 45 40,001 &larger 11,260 22 R-7 40 R-5 30 *"Base Lot Area"is the minimum end of the lot size R2-F 30 range in the"Lot Area"column Area of lot: 62 380 sq.ft. Existing Allowed Proposed Total impervious coverage = 0 S .ft. i�� &3 S . ft. 1,050 S .ft. Front impervious coverage = p .016 I attest to th best o my knowledge and belief, the above information is correct. Architect's S na r (4) 3/21/19 BUILDING DEPARTMENT D VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 MAY (914)939-0668 FAX(914)939-5801 V/LLgG 6 10?1 E OF BULK REGULATIONS IN RESIDENTIAL Bpi PqR MEjOK Address: 259 North Ridge Street Section: 135.35 Block: � Lot' r MAXIMUM GROSS FLOOR AREA USE FORMULA: Maximum Gross Floor Area =4,000 + [(Lot Area—21,780) x 0.11478421 ]: a. Allowed = 13.(n L 0 Sq. Feet b. Existing = f( Sq. Feet c. Proposed = `1 t b Sq. Feet HEIGHT/SETBACK RATIOS FOR RESIDENTIAL DISTRICTS DEFINITION: A standard designed to regulate the height of a building in relation to the average grade of the corresponding portion of the lot line from which it is set back. The ratio modifies the maximum permitted Height of Building by forming an inclined plane beginning at the average grade along the portion of the lot line from which the setback is measured and rising toward the building at the specified ratio above which no part of any building, other than minor architectural features such as chimneys, skylights and dormer windows not covering more than 10%of the entire roof area, shall be permitted to extend. Height and Setback shall be calculated using the formula; Height/Setback=X, where X is the required side or front yard ratio for the zoning district in which a property is located as specified in Article VIII of Chapter 250. A complete elevation view for the proposed improvement must be included on the drawings. FILL IN YOUR RATIOS: ZONE EXIS77NO PROPOSED ?EOM/RED FRONT: FRONT: FRONT: .44 0--35 SIDE: SIDE: SIDE: 1.20 FRONT: FRONT: FRONT: .48 0-25 SIDE: SIDE: SIDE: 1.30 FRONT: FRONT: FRONT: .60 R-20 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: ► Z S FRONT: .60 R-15 SIDE: SIDE: ZZ SIDE: 1.60 FRONT: FRONT: FRONT: .80 R-15A SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .69 R-f2 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 /t f0 SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .96 0-7 SIDE: SIDE: SIDE: 3.00 FRONT: FRONT: FRONT: 1.20 R-5 SIDE: SIDE: SIDE: 4.00 FRONT: FRONT: FRONT: 1.20 R-2F SIDE: SIDE: SIDE: 4.00 I atte o h e of my knowledge and belief, the above information is correct. Archit s nature (5) 7 3/21/19 This application must be properly completed in its entirety by a N.Y. State Registered Architect or N.Y. State Licensed Professional Engineer & signed by those professionals where indicated. It must also include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void, and will be returned to the applicant. Please note that application fees are non-refundable. STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: Louis Larizza,Contract Vendee being duly sworn, deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that (s)he is the legal owner of the property to which this application pertains, or that (s)he is the Pawling Holdings, LLC for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief, and that any work performed, or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications, as well as in accordance with the New York State Uniform Fire Prevention & Building Code, the Code of the Village of Rye Brook and all other applicable laws, ordinances and regulations. By signing this application, the property owner further declares that he/she has inspected the subject property, and that to the best of his/her knowledge there are no roof drains, sump pumps or other prohibited stormwater or groundwater connections or sources of infiltration into the sanitary sewer system on or from the subject property. Sworn to before me this 7 Sworn to before me this 7 day of , 20 tJ dayof , 20 O.Al S', ture Prope wnc Signat of Ap Want Print Name of Pro y Owner Print Name of Applicant Notary Publ Notary Public 4r__ STEVEN D.FEINSTEIN (Votary Public,State of New York No 4R64751 STEVFN D.FEINSTEIN ° tii Notary Public,State of New York QUAlifigrt it No.4864761 Qualified in Westrt es V, . unty commim— (8) 3/21;19 L , N O W w ►n N LL ~ Ln 00 ,� z fo oOno u f oo L Ci ti H a ~ � z a L w � g o O F Z o w z w z w E z ° ° <L N w z A a O � a f BRC�v�� p IE C IE W E BUIL aG E MENT VIL E„oy:RYE OK J U N 13 2022 938 KIN °IYE B ,NY 10573 914 9 939-5801 VILLAGE OF RYE BROOK ong BUILDING _DEPARTMENT ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required FOR OFFICE USE ONLY BP#: (—a� 1 l EP#: JUN 1 3202 Approval Date: Permit Fee: $ �� Approval Signature: �A Other: Disapproved: (fees are non-refundable) Application dated, 5 (o 1� is hereby made to the Building Inspector of the Village of Rye Brook NY, for the issuance of a Permit to install and/or remove electrical equipment, wiring, fixtures ,or to perform other high or low voltage electrical work as per the detailed statement described below. The applicant & property owner, by signing this document agree that all electrical work performed will be in conformance with all applicable Federal, State, County and Local Codes. I.Address: SBL: i 3S.3S, 1- Ia- Zone: 2.Property Owner: Lot,uS c r-n._ Address: 11 Phone#: J(41g3`�-S 1 ao Cell#:qt�+1 A-lq - 1`jys email: I0,.-Ig12- (' d-ol. e.c*A 3.Master Electrician: '-lerre l 1��a-- Address:�q{ ; Sc�,uffi-, l{aA�,S{-' ?u✓{ 0 hes-Wv Q Ios"I Lic. Phone#: Q4� T� ]-30_5b Cell#: 1 4 -7� nD-409D email: 1C2�rai,rn,�Iti log r� :c sift Company Name: UD ej lcL_ C -i L[' Address: AS _'Z�ot��dt Lr,Si -Yn( r�► she/ r.1T1057 4.Proposed Electrical Work/Fixture Count i T Te_Ll .mac J�-C� STATE OF NE W YORK, COUNTY OF WESTCHESTER ) as: I-C A r`I a�� L�� being duly sworn,deposes and states that he/she is the applicant above named,and does further (print name of individual signing as the applicant) I state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the ( ��,� for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) The undersigned further states that all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying 4pproved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this C {� Sworn to before me this +h day of 20,aa_ day of ,20s - v Signa ,of P op Owner _ o Applicant Print Parne of erty yvner Print affie of A plieamf XAqPublic LISA DiCIOCCIO Pu&A MOCCIO , Notary Public - state of New York Notary Publk - fete of New VbAt Nc 4819C30 Nc 4819030 COPW Certificate File in `Nes;chester County Certlficate File in westcheetw Commission E:pres: �]I3i'�(j Commissions=xplres: ? 3 7nn7 STATEWIDE • Service With lntegri�v 1:1 Main Street,Fishkill, NY 12524 1 email:office@swisny.com SWIS JOBAPPLICATION tel845.202.7224 • • 1•21 SWISNY.com I SWISTraining.com Office Use Elect.Permit# Date Bldg Permit# Utility ID# Final Certificate# City/Village /L 6x Zip /G 73 Township Countyi�.,,r-sue Address je y�, , C s Street Section Block/_�/ Lot / Owner Name/Address(if different than above) C G�� G"4al Zz"-!l Contact Number bK- ❑Basement ❑ 1st Fl. ❑2nd Fl. ❑3rd Fl. ❑More Than 3 Fl. ❑Garage ❑Attic ❑Outside ❑Residential ❑Commercial Receptacles Special Recept GFCI AFCI Switches Dimmers Smoke Alarms Carbon Monox Hood Trash Compact Amt Amps Range(s) Cooktop(s) Oven(s) Dishwashers Refrigerator Disposal Microwave Warm Draw Incandescent Fluorescent SERVICE Amperage Voltage 1 P 3P #Meters #Disconnect ❑Underground ❑ New ❑Reconnect ❑Overhead ❑ Change ❑Visual Re-Inspection ❑ Safety Re-Inspection ❑ Re-Inspection Additional Information 6�c�' UviG i3 FJUNI13 2022 VILLAGE OF ROOK BUILDING DEPARTMENT This application is valid for one(1)year from the date received by SMS.This application is intended to cover the above listed items to be inspected,If at any time of inspection additional items have been installed,you are authorized to make the inspection and adjust the fee for the additional items inspected.The applicant declares that there is no open applications for the above address with any other inspection company.The applicant,owner or authorized agent agrees to all the above terms and conditions as set forth for the application. Inspector Date Finalized Inspector# Company NameG��CL F��j Date / 3, Signature Address �j� City/State i Zip Code , 2 i License# L Phone# State Wide Inspection Services crk---> 1080 Main Street Fishkill, NY 12524 x0vKUS 845 202-7224 Phone 914-219-1062 Fax STATE WIDE INSPECTION SERVICES Email: office@swisny.com Website: www.swisny.com Service With /ntegrity BY THIS CERTIFICATE OF COMPLIANCE STATE WIDE INSPECTION SERVICES CERTIFIES THAT: Upon the application of: Upon Premises Owned by: La Bella Electric Inc. Louis Larizza Jerry La Bella 259 North Ridge Street 145 South Main Street Rye Brook, NY 10573 Port Chester, NY 10573 Located at: 259 North Ridge Street, Rye Brook, NY 10573 Section: Block: Lot: Electrical Permit Number: EP22-115 135.35 1-11 Certificate Number:2022-3243 Building Permit Number: BP21-298 A visual inspection of the electrical system was conducted at the Residential occupancy described below.The electrical system consisting of electrical devices and wiring is located in/on the premises at: 259 North Ridge Street, Rye Brook, NY 10573 The Exterior was inspected in accordance with the NYS and NFPA 70-2017 and the detail of the installation,as set forth below,was found to be in compliance on the 23rd day of June 2022. Name Quantity Rating Circuit Type Temporary Service 01 200Amp Meter 01 Panel 01 Grounding and bonding of service to current codes. GFCI Receptacles 02 SE; Officer: Frank J. Farina This certificate may not be altered in any way and is validated only by the presence of a seal at the location indicated.This certificate is valid for work performed on the date of inspection only. �o M M c c w o u a � v C . w w Ln �? v ►� a. LA �— oic r+r Ln en ao ^ F 7 p" cc ~ x w Ln y u W 00 `° z r•a CL U C w . a � cr, w w H O WNto u M > O � oc .. U zo Fit wo W a N a w w a ° a yF BRCS>c BUIL DEPAR,_MENT CIEME VIL GE OF RYE B OK 938 K1N EET RvE Blj ,NY 10573 FEB - 9 2023 ID (914)9 �68, AX 939-5801 or VILLAGE OF RYE BROOK ELECTRICAL PERMIT APPLICATIO BUILDING DEPARTMENT Westchester County/Masten Electricians License Required FOR OFFICE USE ONLY BP#: !+ ! EP#: CD'3 0 � U Approval Date: Permit Fee: $ Approval Signature: Other: Disapproved: (fees are non-refundable) Application dated, D 3 is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install and/or remove electrical equipment, wiring, fixtures,or to perform other high or low voltage electrical work as per the detailed statement described below. The applicant & property owner, by signing this document agree that all electrical work performed will be in conformance with all applicable Federal, State,County and Local Codes. L Address: P5� SBL: t 35 35- (- (: ` Zone: -\S 2.Property Owner: LC Address: Phone#: Cell#:j 1�fA(o-a(�,Q(p email: -Z � C oNt 3.MasterElectrician: rdr�,l � �a Address: S�. PSG IoS7; Lic.#:C_11 Phone#: q 1�{I��7--]pSC� Cell#: �t� jC -�o7,p email:��,'cc �a�nea�e <<C; CAM Company Name:I 1 �PjE�tt �.-f-rL f'- Address:)4G SCtjN) A nU,n 4.Proposed Electrical Work/Fixture Count: re tee, C_4tp Le o I af-��uuLu -+Lov_s *�x*x*xxxx�******xxx*****�*xx�xxxxxx*xx***********xxxxxxxxxx�**xxxxxxxxx**xxxxxxxx*x**xxxxxxx************ STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: �2 f�j �- OL— ,being duly sworn,deposes and states that he/she is the applicant above named,and does further (print name Aindividual signing as the applicant) state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the �YLrG211' �I!' for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) The undersigned further states that all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this Sworn to b ore me this Gk day of ,20 / day Q f - 20_a2,__ G Signature of Property Owner t tuneTof Applicant b,SA V l C t c'�C�c Print Name of Property Owner Name o1fMAppliJ Notary Public Notary l Public Notary Public,State of New York No.OIME6160063 Quallfled In Westchester County "ommission Expires January 29,20?� 7/7/17 STATEWIDE • Service With Integrity 1:1 Main Street,Fishkill, NY 12524 1 email:office@swisny.com SWIS JOB APPLICATION ;. 1 914.219.1062 • • • Office Use Elect.Permit# /' n� Date 1 C)q I Bldg Per[ni I ^n Utility ID# Final Certificate# !/�1`� City/Village �' Zip Township County Q Address V�h'. 1 }'` Cross Street Section I�� lock _ f , Lot I Owner Name/Address(If different than above)LI 1�, n t {;({ S l Contact Number , Q I� EA Basement ❑1st Fl. ❑2nd Fl. ❑3rd Fl. ❑IMore Than 3 Fl. , ❑Garage ❑Attic ❑Outside Residential 1❑t Commercial Receptacles Special Recept GFCI AFCI Switches Dimmers Smoke Alarms Carbon Monox Hood Trash Compact Amt Amps Range(s) Cooktop(s) Oven(s) Dishwashers Refrigerator Disposal Microwave Warm Draw Incandescent Fluorescent SERVICE Amperage Voltage 1 P 3P #Meters #Disconnect ❑Underground ❑New ❑Reconnect ❑Overhead ❑Change ❑Visual Re-Inspection ❑ Safety Re-Inspection ❑ Re-Inspection Additional Information T iY CEMEDFEB - 9 2023 VILLAGE OF RYE BROOK BUILDING DEPARTMENT This application is valid for one(1)year from the date received by SWIS.This application is intended to cover the above listed items to be inspected,if at any time of inspection additional items have been installed,you are authorized to make the inspection and adjust the fee for the additional items inspected.The applicant declares that there is no open applications for the above address with any other inspection company.The applicant owner or authorized agent agrees to all the above terms and conditions as set forth for the application. Inspector Date Finalized Inspector# Company Name i i 1 ' Date (J�7 Signature "' { U Address 1 ;=� .� i.e; < City/State /' Zip Code License# ij Phone# FRJUN , 22023State Wide Inspection Services 1080 Main Street Fishkill, NY 12524 845 202-7224 Phone 914-219-1062 Fax STATE WIDE INSPECTION SERVICES VILLAGE OF RYE BROOK Email: office@swisny.com BUILDING DEPARTMENT Website: www.swisny.com Service With Integrity BY THIS CERTIFICATE OF COMPLIANCE STATE WIDE INSPECTION SERVICES CERTIFIES THAT: Upon the application of: Upon Premises Owned by: La Bella Electric Inc. Pawling Holdings LLC Jerry La Bella 259 North Ridge Street 145 South Main Street Rye Brook, NY 10573 Port Chester, NY 10573 Located at: 259 North Ridge Street, Rye Brook, NY 10573 Section: Block: Lot: Electrical Permit Number: EP 23-038 135.35 � 11.1 Certificate Number: 2023-4297 Building Permit Number: BP 21-298 A visual inspection of the electrical system was conducted at the Residential occupancy described below.The electrical system consisting of electrical devices and wiring is located in/on the premises at: 259 North Ridge Street, Rye Brook, NY 10573 The Basement& Exterior were inspected in accordance with the NYS and NFPA 70-2017 and the detail of the installation, as set forth below,was found to be in compliance on the 12`h Day of June 2023. Name Quantity Rating Circuit Type Receptacles 18 GFCI 01 LED 24 Switches 09 Bath Fan 01 Electric Heaters 03 Smoke/Carbon Detectors 02 Service 01 200 Amp Meter 01 Panel 01 Grounding and Bonding of Service to Current Code. Officer. Frank J. Farina 514�y 'yJ This certificate may not be altered in any way and is validated only by the presence of a seal at the location indicated.This certificate is valid for work performed on the date of inspection only. r i i i Ln 14 N a H a z W 0 n 6+ r� V W � C o M1 LALn ri c� en O g , � z �-, M o Od 1.4 i. U7 r o C7 C` 00 M W Q O p00 cr ;D wo PLO Z►� 0 a N 0 a A z - CQ 4 c I/ H ^ o F z o< LL. F �z o� w z aW Z O ' vg U a o � N w z w Q on a r B UILp1N1G'_1)EPARTMENT ] DD VILLAGE OF RYE��I�OK DEC 13 2022 938 KINQiq'AET RYE B NY 10573 VILLAGE OF RYE BROOK = BUILDING DEPARTMENT wtkuV .cac� yorg PLUMBING PERMIT APPLICATION FOR OFFICE USE ONLY BP#: C�)I—Q q c PP#: Approval Date: DEC 1 3 2072 Permit Fee: $ - ) ob Approval Signature: Other: Disapproved: (fees are non-refundable) #***********okkk�k> > Application dated, I yy is hereby made to the Building Inspector of the Village of Rye Brook NY, for the issuance of a Permit to install and/or r1emove Plumbing as per detailed statement described below.The applicant&property owner,by signing this document agree that said plumbing work will be in conformance with all applicable Federal, State,County and Local Codes.pp `(� N 1.Address: 16q &144 �it s eei- SBL: 3 Si 3 S��i Zone:dL/s 2.Proposed Work: 210MIDr e. qj,,; koj�_ RA, htU,' pre4tb h0uso,' 3.Property Owner: 1�yi 5 IM l oess: IL Pt 1qVjw V( r>��3 M Phone#: Rlµ a Ar !60& Cell#: email: 'OV�Q�� ► "(•eDIL1, 4.Master Plumber: L JQu�S Address: a Lic.#: Tz-�p Phone#: q q 34gy?_i5 Cell"#:: It} 4{- email: r�`e�'�UVWk> �lQ01•C.OnA Company Name: 9q �IV tNL�I tJea. -e lt� Address: �2V1GES �1 r/�C.it ew INDICATE FIXTURES& LINES TO BE INSTALLED AS PER THE FOLLOWING SCHEDULE: Location Water Urinals Drinking Sinks Showers Bath Laundry Domestic Fire Sanitary Natural/ Other* Total Closets Fountains Tubs Tubs Service Service Sewer LP Gas Basement ' ' •r I st Floor f Z 2nd Floor ; I Z 1 3,d Floor 1 4"Floor 5`h Floor Exterior 5.* List Other Equipment/Provide Details: (Notarized Signatures Required Next 2 Pages) -1- 8/12/2021 STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: 'Evh&- L -Jew S ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the "MU mbe for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. nA Swom to before me this Sworn to before me this p day of t�Cce."e-Y ,20 aa- day of 20 dg- Signatu o rty Owner Signature of Applica t Print Name of Property Owner Print Name of Applicant 1 10C.0 C of ublici- A Dt OM0 ota Public 6 �:1ry publ{c hate Y New Yoit LISA DIC1CCcio Nc 4813030 Notary Pubk • 3tats of New York CieltitiCca6 +16 + CalGiid5lb+ �.,1i'i� �/ Nc 4819030 f:omnll s"Expir" '71.31 OWNCOG t--lle In Westcnestw ':�o Cammlaston Expires; ? 3I pc'yp This application must be properly completed in its entirety and must include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Applications not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. -2- 8/12/2021 BUILDING-1 t�RTMENT p EC EUVE VILE OF RY : OOK DD DEC 13 2022 938 KING� ET RYE B[tc�t k,NY 10573 ("4) -0668 VILLAGE OF RYE BROOK V* r o k.or BUILDING DEPARTMENT AFFIDAVIT OF COMPLIANCE VILLAGE CODE §216 • STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT . STATE OF NEW,_Y��O��RK, COUNTY OF WESTCHESTER ) as: 31, lPu(s ll�-Vl zza_ , residing at, It �V aftM >VfVe, 6rM- L)JCLt �t IPrint name) t:lcldretis.'khcr' You li.o being duly sworn, deposes and states that (s)he is the applicant above named, and further states that (s)he is the legal owner of the property to which this Affidavit of Compliance pertains at; J)JQ 14� "f✓ ��'� , Rye Brook, NY. ob Addres.i Further that all statements contained herein are true, and that to the best of his/her knowledge and belief, that there are no known illegal cross-connections concerning either the storm sewer or sanitary sewer, and further that there are no roof drains, sump pumps, or other prohibited stormwater or groundwater connections or sources of inflow or infiltration of any kind into the sanitary sewer from the subject property in accordance with all State, County and Village Codes. (Sig�uinuc of Pr�pirty C v cr(,, Loves Layi?,zo, (Print NLime of 1'roi>erty Ohvneiisft Sworn to before me this day of 1. LffpaV-).e{ , 20a.DL- USA DICIOCCiO N n ;,.ate )r New Ybrk el 10C30 Ceru(wn�e nE wcstcr�ttar equity Commisswn Expires _3_ -7 16 9 a(o 8/12/2021 i M W 7 t • J E Cs N i 1 ` N ell N U% a y a c; O a w 17 a0-4 00 z B � Nv � M O "'� G C WenQ `',� W � Z N �, ONW - _ � E� < �. � � O o� W z x , ZC44 L7 coe w � p+l C W U z 0Mr ? c 00 z K, a O w c U O F V b y 0. • Z u: z A ua c� W z E Q � � • W 11 MM M W A ►�i (-r J c u r3 0 �"a Z x N Z Z d u W 7C C W ►�►��11 O �q < O M U Zlyl Q Q, O g a Uk V � o7 W Or n' E-• P S w O h U z OH a Z v o O v a v $ � x Ln z �, W z � � � z Ca o � t 4 t a • BUILD 1)E0 . MENT D E v E � v VILtET F RYE OOK DEC Z 2 2022 DD 938 KINGRYE BR() ,NY 10573939-066 VILLAGE OF RYE BROOK ®b o k. r BUILDING DEPARTMENT APPLICATION FOR PERMIT TO INSTALL AND/OR REMOVE HEATING, VENTILATION AND/OR AIR CONDITIONING EQUIPMENT FOR OFFICE USE ONLY: PERMIT#: ' DEC 2 7 2022 Approval Date: k Permit Fee: $ Approval Signature: Other: Disapproved: (fees are non-refundable) REQUIREMENTS FOR RELEASE OF PERMIT&CERTIFICATE OF COMPLIANCE: I. Properly completed& Signed Application. 2. Site/Staging Plan if Required by the Building Inspector. 3. Copy of Licensed Contractor's Liability Insurance. (Village of Rye Brook must be listed as certificate holder)& Workers Compensation Insurance on a NYS Board form (Form#C 105.2 or Form#U26.3/or NY State Workers Compensation Waiver) 4. Payment of Fees/Unit: RESIDENTIAL= $100.00/unit• COMMERCIAL=$350.00/unit. 5. Inspection by the Building Department for removal and/or installation. (48 hour notice required) 6. Electrical work requires a separate Electrical Permit& Electrical Inspection. 7. Plumbing/Gas work requires a separate Plumbing Permit&Plumbing Inspection. Application dated, /a—� �a is hereby made to the Building Inspector of the Village of Rye Brook for a permit for the installation and or removal of the HVAC equipment as listed below. The applicant and property owner, by signing this document agrees that said equipment will be installed and/or removed in conformance with all applicable Local,County,State&Federal laws, codes,rules and regulations. 1 1. Address: oZ- r9✓ j i S� SBL:/36,35—�� bone: 2. Property Owner: Address: ,,.2 40-u"A ,��/� Phone#: Cell#: email: 3. Contractor: S oz Q �.�� ji�G 1-' )9�' Address: �/{� r7/ D Phone#:9/�, �� Cell#: email:6'4- 77 a*1ide, 4. Applicant:—fr5lY/10 Address:, >o ,4¢1,cQ.)4, qi� Phone#: 9/el 94J k c;7,P9,.57,P Cell#: email: 5. Scope of Work: New Installation Or)• Replacement( )•Removal( )•Other( ): 6. List Equipment: , �� C� �Q/ — A/oQ �J•9N�!_ --�,� /�y� l P 7. Location of Equipment: gp ry� �.�� an_ 8. Method of Instal I ation/Removal(list all equipment needed to perform job): 1 8/12/2021 STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: sk m oe le Juz S ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this Sworn to before me this 2-011 day of 920 day of 14 OlefiB4A 20 WZ Signature of Property Owner ignature of Applio6ntr Print Name of Property Owner Print Name of Applicant Notary Public No _ Public� • �C THERESA GIANNONE NOTARY PUBLIC-STATE OF NEW YORK No.O t G 14888784 Qualified in Dutchess County �y Commission Expires 04.00.2023 This application must be properly completed in its entirety and must include the notarized signature(s) of the legal owner(s)of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. 2 8/12/2021 HTP•272 Duchaine Blvd,New Bedford,MA 02745•www.htproducts.com ELU Heating Boiler Submittal Sheet Models:ELU-85WBN/ELU-120WBN/ELU-150WBN/ELU-150WBN-FLKT/ELU-199WBN/ELU-199WBN-FLKT Wall or Floor("FLKT")Mount Models JOB NAME: LOCATION: ARCH./ENGR.: WHOLESALER: MECH. CONTRACTOR: MODEL NUMBER: BTU/HR INPUT LOW-HIGH FIRE: TYPE OF GAS: NG NOTES: Heat Exchanger Additional Features • Type 441 Stainless Steel Water Tube ASME"H"Stamped • Superior condensate collection system with overflow Construction protection switch and clean out for easy maintenance • National Board listed • Vents in PVC-CPVC—Polypropylene-Stainless Steel • XTRATECH Heat Exchanger provides 150%to 450%greater • Intake and exhaust vents up to 100 feet in 2-inch or 150 feet opening area versus traditional water tube designs,providing in 3-inch pipe(ELU-199 models vent in 3-inch ONLY) very low pressure drop,a gasketless water seal,and a single . Built-in highly efficient ECM pump circuit water tube combustion heat exchanger design with . Built-in Three-Way Valve for easy connection to an superior heat transfer capabilities external indirect water heater • 30 PSI Relief Valve for all ELU models . Built-in automatic bypass prevents need for expensive primary/secondary piping in smaller heating systems Combustion System • 15 Year Limited Residential Warrantv • Modulating burner with up to 10 to 1 turndown • Manual reset high temperature limit • Up to 96%AFUE • Included wall mount bracket • High-Grade Stainless-Steel Burner Design • Corrugated condensation hose • Spark Ignition with Ignition Transformer . Automatic air vent installed on boiler • Shipped Ready for Natural Gas Operation—Propane Gas • Additional Fittings for Relief Valve installation Conversion Kits are Included • Included 2 and 3-inch vent screens(2 each) • Flame safety probe to monitor flame • Piping adapter kit(85WBN/120WBN Models) • Outdoor Sensor Inteerated Control System • Tridicator to monitor temperature and pressure • Digital operating control with LCD display to program and . 0-10 VDC input for Building Management System(with monitor boiler operation optional Analog Clip-In Board) • Pump outputs for Boiler Pump—System Pump—DHW Pump • Floor or Wall Mount models available with Timed Domestic Hot Water priority • Piping adapters can be moved from the left to the right of • Programmable settings:Outdoor Heating Curve—DHW floor mount models to ease installation Supply Set Point—Step Sequence for delayed response for small zones—Boost Function-Field Program Service Optional reminders with date or runtime activation • Connection Board—Line voltage terminal strip with 120 VAC ❑ Indirect Water Heater Sensor(7250P-325) /60 Hertz power/low voltage terminal strip with multiple contacts-Cascade wiring Boiler output regulation(Adjustment of boiler output from 100 El 3��Polypro Flex Vent Kit(8400P-0Ol) • to 50 percent) • Built in water pressure switch ❑ 3"(80mm)PP Concentric Vent Kit(KGAVT0601CVT) • Error History Logging—Last 10 Error Codes • Factory Default Freeze Protection Parameters El3"Stainless Steel Termination Vent Kit(V1000) LP-714 Rev.11.17.20 ❑ 4"Stainless Steel Termination Vent Kit(V2000) ❑ Condensate Neutralizer(7450P-212) ❑ Optional Analog Clip-In Board—0-10 VDC Input(331945 I 10 I P� 4.3/4" I 4-3/4" (120 mm) (120 mm) I °D ry 15-7/8" 1403 mm; :o rv � m � w, m co Q O 00 rJ '77- rJ 0__ 65rm t6?ri I,7mm, I CSM e I I 00 rV � ry I I I� I I I I I I 1 I I I I I 2-3116` 1 3 7,''16" 1 3 7,+16" 1 3-7+16" 1 3 7116" I i� 5 7/8"f55.3m s)87,2 mm.. 87,6 mm;/� 7,6 mm • 7,2 mm;C I 1 S 3116" f i so/8' A B C D E 386mm) Figure 1—Boiler Dimensions—NOTE:All Dimensions Are Approximate Model ELU-85WBN/ELU-120WBN A-Central Heating Supply 1" B-Return from Indirect Water Heater 3/4" C-Gas Inlet 3�4" D-Domestic Hot Water Inlet Not Used E-Central Heating Return 1" F-Pressure Relief Valve Table 1—Boiler Adapter Dimensions ,3, Ft- 4 J J I� • A. B C D E J O T �� 211 ` 1 25 3 2 , 2 S 5 1 68., 3 n 8 J i 8 Y 4 L �7 18L" L Figure 2—Boiler Dimensions—NOTE:All Dimensions Are Approximate Model ELU-1 SOWBN/ELU-199WBN A-Central Heating Supply 11/4" NPT B-Supply to Indirect Water Heater 3/4" NPT C-Gas Inlet 3/4"NPT D N/A E-Central Heating Return 1 1/4" NPT F-Pressure Relief Valve 3/4"NPT Table 2—Boiler Adapter Dimensions 17.98 16.06 6.36 5.20 10.79 _y 50.97 O 0 ` I A 13.41 B E 9.50 7.25 6.50 C 5.004 D e 2.50 e �— — 2.50 19.82 4.34 21.65 6.59 8.34 10.84 13.34 20.09 Figure 3—Floor Model Boiler Dimensions—NOTE:All Dimensions Are Approximate Model ELU-150WBN-FLKT/ELU-199WBN-FLIT A-Central Heating Supply 1 1/4"NPT B-Domestic Hot Water Outlet 3/4"NPT C-Gas Inlet 3/4"NPT D-Domestic Hot Water Inlet 3/4"NPT E-Central Heating Return 1 1/4"NPT F-Pressure Relief Valve 3/4"NPT Floor Mount Cabinet Materials Table 3-Floor Model Boiler Adapter Dimensions Model ELU-SSWBN ELU-120WBN ELU-150WBN ELU-150WBN-FLKT E1.11.1-199WBN ELU-199WBN-FLKT Type Boiler Installation Indoor,Wall Mounted Model or Floor Model,Fully Condensing NG 19,700/197,000 Minimum/Maximum Input(Btu/Hr)' 9,400/85,000 13,200/120,000 15,000/150,000 LP 19,200/192,D00 DOE AFUE'(%) 96 95 95 95 Heating Capacity'2(MBH) 79 111 139 184 Net AHRI Rating,Water(MBH)2 69 97 121 160 Flue System Category IV,Sealed Combustion Direct Vent,Power Vent Minimum-Maximum Exhaust Vent Run' 2"(6-100 feet),3"(6-150 feet) 3"(6-150 feet) Minimum-Maximum Intake Air Pipe Run' 2"(0-100 feet),3"(0-150 feet) 3"(0-150 feet) Approved Exhaust Vent Materials' PVC,CPVC,PP,Stainless Steel Shipping Weight(Ibs)Wall Mount Model 78 84 115 150 125 160 Gas Supply NG 3.5"to 10.5"WC Pressure LP 8"to 13"WC Power Supply 120V 60 Hz,less than 12A General Operating Conditions Ambient Temperature Range:33-104°F(0.6-40°C) Product Approvals and Requirements:ANSI Z21.13/CSA 4.9 Ignition System Direct Electronic Ignition/Flame Rectification Bumer System Premixed Fuel Modulation/Stainless Steel Burner Gas Valve System Air Ratio Valve W 15-7/8' 19.75" 21.65" 19.75' 21.65" Dimensions H 29-5/16" 38.25' 50.97" 38.25" 50.97" D 15-3/16" 18.5" 20.09" 18.5" 20.09" Approximate Full Boiler Weight(Ibs) 88.2 88.6 115 130 Boiler Water Content(Gallons) 1.1 1.2 2 2.7 Boiler Setpoint Temperature Range 68-122°F Low Temperature/86-179°F High Temperature DHW Indirect Setpoint Temperature Range 104-149°F Water Pressure Heat Exchanger MAWP SO (PSI) Pressure Relief Valve 30 Control Panel/Main Controller AristonThermo LCD Display/AristonThermo GALEV02 Control CH Supply/Return 1"Male Sweat with Adapter 1 IA"Male NPT Connection Sizes Indirect Return 3/4"Male Sweat with Adapter '4"Male NPT Gas Inlet 3/4"Male NPT Wall Mount Cabinet Painted Steel and Plastic Painted and Galvanized Steel Materials Heat Exchanger SA-312 Type 304L Stainless Steel Water Tube Type 441 Stainless Steel Water Tube Flame Rectifier Probe,Temperature Limit Control 090°F),Water Pressure Switch(Min.8 PSI),Freeze Flame Rectifier Probe,Temperature Limit Control(190'F),Water Pressure Switch Safety Devices Protection,Blocked Condensate Pressure Switch, (Min.8 PSI),Freeze Protection,Condensate Trap,Flue Temperature High Limit Condensate Trap,Flue Temperature High Limit Sensor(2101) Sensor(210°F),Blocked Vent Pressure Switch Table 4-Technical Specifications-NOTE:HTP reserves the right to make product changes or updates without notice and will not be held liable for typographical errors in literature. 'Listed Input and Output Ratings are at minimum vent lengths at an altitude of 0-2000 ft.Numbers will be lower with longer venting and/or altitudes greater than 2000 ft. 211atings based on standard test procedures prescribed by the US Department of Energy. 'The ELU requires a special venting system.Use only the vent materials and methods detailed in these installation instructions. Product MB Series J MBE Series PJPQD �. Specifications MB-HW Series Vertical / Horizontal Direct Drive J Hydronic Fan Coils 300 - 2100 CFM NEW OPTION AVAILABLE: "AUTOSPEED 24V" CONTROL PACKAGE (With 24V, Automatic 3-speed fan selection) MB Series (2-pipe, cooling and heating) (replaces the MH Series) • 0 G • n f'e ------- E MB-HW Series (4-pipe, cooling and heating) (replaces the MH-HW Series) • o • • MBE Series (2-pipe, cooling with electric heat) (replaces the MHE Series) • 0 G • O f't ,NiGi[k ETA us u.n FIRST CO.-P.O. Box 270969- Dallas,Texas 75227-Ph.(214)388-5751 -Fax(214)388-2255-www.firstco.com Table of contents DESCRIPTION PAGE General Construction Features...............................................................................................3 Model Number Nomenclature..................................................................................................3 MB Series- Cooling/Heating (2-pipe)...................................................................................4 MB-HW Series -Cooling/Heating(4-pipe)............................................................................5 MBE Series- Cooling/Electric Heat......................................................................................6 Cooling Capacities(all models)..............................................................................................7 Valves........................................................................................................................................7 3-WAY AIRFLOW (MB, MBE, MB-HW) AIR FLOW 1 AIR FLOW (STANDARD HORIZONTAL POSITION) LOO AIR FLOW QO (ALTERNATE HORIZONTAL POSITION) (FIELD-CONVERTIBLE) -2- General Construction Features Basic Unit Motors MB Series All models are manufactured Standard motors are PSC type The MB Series 2-pipe fan coil with heavy gauge galvanized steel with internal thermal overload pro- comes with a 4 row cooling/heating to resist corrosion. tection and are mounted with rubber coil and a 120V multi-speed motor. Each cabinet is fully insulated. isolation bushings. No controls are furnished. Coil connections are stubbed out Blower wheels are centrifugal, the cabinet for easier installation. forward curved, and dynamically MBE Series (240V) balanced. The MBE Series 2-pipe fan coil Coils comes with a 4 row cooling coil, Coils have 3/8 inch copper tub- Filters 240V multi-speed motor, 240/24 ing expanded to high efficiency One inch throw away filters are transformer,and up to 25kW of fac- aluminumfins. Manual air vents are factory installed. tory installed electric heat. Models provided and all coils are pressure with more than 10kW also include tested to 350 psig. Agency Listing a circuit breaker for branch circuit All standard models are ETL protection. Control voltage is 24V. Drain Pans Listed. All fan coils can be installed MBE Series(277V) vertically or horizontally (right-to- This fan coil comes with a 4 left airflow) with no modification. Additional row cooling coil, 277V multi-speed Horizontal drain pans can be Features motor, and up to 10kW of factory repositioned within the cabinet to installed electric heat. All models allow horizontal installation with Optional "Autpeed 24V" are ETL Listed. "Autos peed airflow. Each drain pan control: (see os is coated with a"mastic"material to MB-HW Series The MB and MB-HW models are reduce corrosion. available with an optional 24V 3- The MB-HW Series 4-pipe fan Threaded primary and second- coil includes a 4 row cooling coil, a ary drain connections are also speed control board and a 24V 3- 2, 3, or 4 row heating coil installed provided. speed digital wall thermostat. This in the reheat position, and a 120V option,called the"Autospeed 24V", multi-speed motor. No controls are provides maximum comfort and furnished. efficiency by automatically select ing the appropriate High, Medium, or Low fan speed, depending on room temperature and thermostat temperature setting. Model Number Nomenclature 12 MB E15 NOM.CFM(100's) 8- 800 CFM Basic Unit Options 10- 1000 CFM (4-pipe only) E#-"E"designates electric heat 12- 1200 CFM #is kW of electric heat 16- 1600 CFM 2HW-2 row hot water coil 20-2000 CFM 3HW-3 row hot water coil 4HW-4 row hot water coil Basic Unit In keeping with its policy of continuous progress and product improvement,First Operations reserves the right to make changes without notice. Maintenance for all First Co. products is available under"Product Maintenance'at www. firstco.com. -3- MB Series PHYSICAL DIMENSIONS UNIT COIL FILTER SHIPWT. Cooling / Heating MODEL A B C D E F G J18 CONNECTIONS SIZE (LBS) 8MB 40 20 20 18-1/2 16 2 18 7/8 SWEAT 18 X 20 X 1 115 (2-pipe) 12MB 42 23 20 21-1/2 16 2 18 7/8 SWEAT 20X22X1 120 16/20MB 48 28 21-1/4 26-1/4 17-1/4 2 19-1/41-1/8 SWEAT 20 X 25 X 1 210 C -► B IN 1 �.4 G- 1-1 ��H IN OPENING 00 Co ELECTRICAL US :-AIRFLOW.: COMPARTMENTPOWER SUPPLV HORIZONTAL ' K.O.(bath sitles) A' CONVERTIBLE �gIRFLOW; DRAIN PAN c o a o f-FILTER - NOTE: See Page 7 for cooling capacities COIL CONNECTIONS(SWEAT) I� E_'I I F O�I 7/8'O.D.ON 8112MB and hand/motorized valves 1-1/8'0.D.ON 16/20MB DRAIN CONNECTIONS 314 MPT In keeping with its policy of continuous progress and product improvement,First Operations reserves the right to make changes without notice. Maintenance for all First Co. products is available under"Product Maintenance"at www. ' Features' firstco.com. 1. 4 row cooling/heating coil HEATING DATA-180°F EWT, 70°F EAT 2. 120V multi-speed motor UNIT P.D. HEAT LVG LVG 3. Vertical /Horizontal drain pan CFM GPM (FT. BTUH AIR WTR rI ht-to-e and right MODEL WTR.) (1000) °F °F (right-to-left left-to g 3.0 2.5 57.7 137 132 airflow) 800 4.5 5.5 62.2 142 142 4. Manual air vent 8MB 6.0 1 9.5 65.0 1 145 148 5. Throw away filter 3.0 2.5 47.8 144 138 600 4.5 5.5 51.0 149 147 6.0 9.5 53.1 152 152 BLOWER DATA 4.0 2.4 83.9 135 128 NOM. MOTOR CFM vs.EXTERNAL STATIC PRESSURE 1200 6.0 4.8 90.9 140 140 UNIT COOL HP-AMP MOTOR 8.0 7.9 95.2 144 146 MODEL TONS (120V) SPEED 0.05 0.10 0.20 0.30 0.40 0.50 12MB High 920 890 825 750 680 4.0 4.8.4 80.3. 1444 14 143 8MB 2 1/5-3.0 1 Med-Hi 750 730 680 610 540 580 1000 6.0 Med-Low 555 530 480 420 330 450 8.0 7.9 83.8 148 149 Low 350 310 240 170 100 --- 6.0 3.3 118.7 138 131 High 1220 1185 1120 1070 1015 960 1600 8.0 5.4 124.7 142 139 12MB 3 1/3-6.0 Med-Hi 1085 1060 1010 960 910 865 10.0 7.9 129.5 1 145 1 144 Med-Low 935 915 875 830 775 700 16MB Low 750 730 695 650 605 550 6.0 3.3 108.3 1 142 134 High 1730 690 1620 1540 1450 1350 1400 8.0 5.4 114.0 145 142 16MB 4 1/2-8.0 Med 1580 1550 1490 1430 1360 1270 10.0 7.9 118.1 148 146 Low 1360 1340 1310 1 1270 1210 1 1100 7.0 4.3 141.6 136 126 High 2030 2000 1950 1900 1840 1770 2000 10.0 7.9 151.3 140 140 20M8 5 34-10.5 Med 1630 1615 1580 1540 1490 1440 Low 1280 1270 1240 1210 1180 1140 13.0 12.5 157.5 143 146 20MB 7.0 4.3 121.7 140 135 1600 10.0 7.9 129.4 145 144 13.0 12.5 1 134.4 148 149 NOTE: Discharge air temperature must not exceed 150 degrees. -4- I�/p MB-HW Series I: �I D9 Cooling / Heating HOT WATER COIL 7/8- /1O.D. 20MB- W)CONNECTION (4 pipe) (1-1/8 O.D.on H I-- ER -►I 3'3'--.*. 1�H�1 _� 1' WATER OPENING - OUT -� _______________ �-WATER ______ Features: IN HOT WATER COIL 1. Separate co oling and heating coils (4 row cooling ---;------�- °°ELECTRICAL coil) COMPARTMENT POWER SUPPLY A 2. 120V multi-speed motor HORIZONTAL t K.O.(both sides) CONVERTIBLE DRAIN PAN .AIRFLOW? 3. Vertical / Horizontal drain pan (right-to-left and left-to- o right airflow) V ° 4. Manual air vent FILTER COIL CONNECTIONS(SWEAT) Imo- E I F 4_D_� 5. Throw away filter 7/8'O.D.ON 8-12MB-HW 1-1/8'O.D.ON 1620MB-HW DRAIN CONNECTIONS W4 MPT HOT WATER COIL PERFORMANCE DATA PHYSICAL DIMENSIONS HEATING BTUH(1000) P.D. AT ENTERING WATER UNIT FILTER SHIP UNIT MODEL CFM GPM (FT. TEMPERATURE(1) MODEL A B C D E F G H SIZE BLBL S WTR.) ( ) 120°F 140°F 160°F 180°F 8MB-HW 40 20 20 18-1/2 16 2 18 16 18 X 20 X 1 120 1 0.13 13.6 19.0 24.4 29.9 10/12MB-HW 42 23 20 21-1/2 16 2 18 19 20 X 22 X 1 135 800 2 0.51 18.6 26.0 33.4 40.9 16MB-HW 48 28 21-1/4 26-1/4 17-1/4 2 18 24 20 X 25 X 1 210 3 1.13 20.9 29.3 37.7 46.0 8MB-2HW 20MB-HW 52 28 25-1/4 26-1/2 21-1/4 2 22 P4 14 X 24 X 1 260 1 0.13 12.5 17.5 22.5 27.5 (2 required) 600 2 0.51 16.5 23.1 29.7 36.3 3 1.13 18.3 125.6 32.9 40.2 1 0.22 16.5 23.1 29.7 36.3 BLOWER DATA 800 2 0.83 23.2 32.6 41.9 51.2 UNIT NOM. MOTOR CFM vs.EXTERNAL STATIC PRESSURE 3 1.83 26.4 37.0 47.6 58.1 MODEL COOL HP-AMP MOTOR SPEED 8MB-3HW TONS (120V) 0.05 0.10 1 0.22 15.2 21.3 27.4 33.5 0.20 0.30 0.40 0.50 600 2 0.83 20.5 28.7 36.9 45.1 High 950 920 855 790 720 645 3 1 1.83 1 22.9 32.0 1 41.1 50.3 8MB-HW 2 1/5-4.5 Med 860 835 785 720 650 580 2 1.04 26.1 36.5 46.9 57.4 Low 780 755 705 650 590 510 1000 4 3.64 32.4 45.4 58.4 71.3 High 1120 1095 1045 995 940 880 6 7.55 35.1 49.1 63.1 77.2 10MB-HW 2.5 1/5-4.5 Med 850 940 810 785 740 690 10MB-3HW Low 680 670 655 625 1 585 510 2 1.04 23.9 33.5 43.1 52.6 800 4 3.64 29.0 40.6 52.2 63.8 High 1340 1310 1250 1190 1120 1050 6 7.55 31.0 43.4 55.8 68.2 12MB-HW 3 1/2-8.0 Med 1290 1260 1200 1140 1080 1000 2 1.04 27.6 38.7 49.8 60.8 Low 1200 1170 1120 1070 1010 940 1200 4 3.64 35.1 49.2 63.3 77.3 High 1810 1780 1760 1660 1590 1530 6 7.55 38.4 53.8 69.2 84.5 16MB-HW 4 3/4-10.5 Med 1570 1550 1510 1460 1400 1340 12M8-3HW Low 1280 1260 1220 1180 1130 1050 2 1.04 26.1 36.5 46.9 57.4 1000 4 3.64 32.4 45.4 58.4 71.3 High 2160 2125 2055 1980 1895 1810 6 7.55 35.1 49.1 63.1 77.2 20MB-HW 5 1-10.4 Med 1865 1840 1785 1710 1620 1525 Low 1560 1540 1490 1435 1365 1260 4 1.40 49.6 69.5 89.4 109.2 1600 6 2.89 56.5 79.1 101.7 124.3 8 4.83 60.4 B4.6 108.8 132.9 16MB-4HW 4 1.40 47.0 65.8 84.6 103.4 1400 6 2.89 52.9 74.1 95.3 116.4 NOTE: See Page 7 for cooling capacities e 4.83 1 56.2 78.7 101.2 123.7 1 1 and accessories 5 1.86 61.7 86.4 111.1 135.8 2000 7 3.33 68.9 96.5 124.1 151.6 9 5.15 73.4 102.8 132.2 161.5 20M8-4Hw In keeping with its policy of continuous progress and product 5 1.86 57.8 80.9 104.0 127.1 improvement,First Operations reserves the right to make [1700 7 3.33 63.7 89.2 114.7 140.2 changes without notice. Maintenance for all First Co. 9 5.15 67.4 94.4 121.4 148.3 products is available under"Product Maintenance"at www. (1) Contact factory for capacities at other conditions. firstco.com. -5- MBE Series PHYSICAL DIMENSIONS UNIT COIL FILTER SHIPWT. MODEL A B C D E F G H CONNECTIONS SIZE (LBS) Cooling / Electric Heat 8MBE 40 20 20 18-1/2 16 2 18 16 718 SWEAT 18X 20X1 115 12MBE 42 23 20 21-1/2 16 2 18 17 718 SWEAT 20 X 22 X 1 120 C B 16120MBE 48 28 21-1/4 26-1/4 17-1/4 2 19-1/4 18 1-1/8 SWEAT 20 X 25 X 1 210 �G-mil �H-0- OPENMB 1 BLOWER DATA 00 I UNIT NOM. MOTOR MOTOR CFM vs.EXTERNAL STATIC PRESSURE COOL HP-AMP DUTY � mwwrwEer MODEL TONS (240V) SPEED 0.05 0.10 0.15 0.20 0.30 0.40 0.50 High Cool 900 880 860 830 790 700 600 oaw nw __ 8MBE 2 1/6-2.0 Low Heat 740 710 690 660 630 570 490 12MBE 3 1/3-2.5 High Cool 1410 1380 1340 1310 1270 1190 1060 _ Low Heat 1710 1150 1130 1100 1080 1030 970 CaL c,awe(BwEm High Cool 1760 1730 1680 1640 1580 1480 1360 nr o.D.oewaee Ise� �c ~0� 16MBE 4 1/2-3.5 Med Cool 1490 1460 1430 14D0 1370 1300 1210 (.w oo.ae(ermec Low Heat 1280 1260 1230 1210 1190 1130 1080 oaw ° CTOWW T High Cool 2130 2110 2090 2060 2025 1930 1820 20MBE 5 3/4-5.0 Law Heat 1690 1680 1660 1640 1620 1580 1540 C� us NOTE: 16MBE is factory wired on high speed for cooling. ELECTRICAL DATA(240/208V) ELECTRIC HEAT CAPACITY MAX.FUSE Features: UNIT TOTAL MIN.CIR. OR kW BTUH AMPS AMPACITY HACR MODEL BREAKER 1. Factory installed electric heat 240V 208V 240V 208V 240V 208V 240V 208V 240V 208V 2. 4 row cooling coil 3 3 2-3 10,200 7,700 14 13 18 16 20 20 4 4 3 13,600 10,200 19 16 23 20 25 20 3. 208/240V motor 8MBE 5 5 3.8 17,000 13,000 23 20 28 25 30 25 6 6 4.5 20,500 15,400 27 24 36 29 40 30 4. 240/24V transformer 8 8 6 27,300 20,500 35 31 46 38 50 40 5. Circuit breaker disconnect 10 10 7.5 1 34,100 25,600 1 44 38 54 47 60 50 5 5 3.8 17,000 13.000 24 21 30 26 30 30 (above 10kW) (Except 277V) 8 8 6 27,300 20,500 36 32 46 40 50 40 6. Manual air vent 12MBE 10 10 7.5 34,100 25,600 45 39 56 49 60 50 (1)15 15 11.3 51,100 38,500 45 39 56 49 60 50 7. Throw away filter 21 1 18 26 1 23 30 1 25 5 5 3.8 17,000 13,000 25 22 30 27 30 30 8. Vertical/horizontal drain pan 8 8 6 27,300 20,500 37 33 47 40 50 40 (right-to-left and left-to-right 10 10 7.5 34,100 25,600 46 40 57 50 60 50 (1)15 15 11.3 51,100 38.500 46 40 57 50 60 50 airflow) 16MBE 21 16 27 23 30 25 9. 277 V models available (10kW (1)20 20 15 68,200 51,100 46 40 57 50 60 50 42 36 53 46 60 50 max) (See below) (1)25 25 18.75 85,250 63,900 46 40 57 50 60 50 42 36 53 46 60 50 21 18 27 23 30 25 5 5 3.8 17,000 13,000 27 24 34 30 35 30 8 8 6 27,300 20,500 40 35 49 44 50 45 10 10 7.5 31,100 25,600 48 42 60 53 60 60 (1)15 15 11.3 5 1.1 00 38,500 48 42 60 53 60 60 20MBE 21 18 27 23 30 25 (1)20 20 15 68,200 51,100 48 42 60 53 60 60 42 36 53 46 60 50 (1)25 25 18.75 85,300 63,900 48 42 60 53 60 60 42 36 53 46 60 50 21 18 27 23 30 25 (1) 15kW and 20kW models require 2 supply circuits. ELECTRICAL DATA(2TM 25kW models require 3 supply circuits. ELECTRIC HEAT MAX.FUSE UNIT CAPACITY TOTAL MIN.CIR. OR MODEL AMPS AMPACITY HACR NOTES: kw HP STUH BREAKER Units suitable for installation with 0"clearance to ° - 1.2 - - 3 10,200 12 15 15 combustible material. 8MBE 5 1/6 17,000 20 24 25 6 20,500 23 29 30 8 27,300 30 38 40 10 34,100 38 47 50 NOTE: See Page 7 for cooling capacities s 17,000 21 26 30 and accessories 12MBE 8 1/3 27,300 32 40 40 10 1 34,100 39 49 50 0 - 3.0 - - 16MBE 5 1/2 17,000 21 27 30 8 27,300 32 40 40 In keeping with its policy of continuous progress and product 10 34,100 39 49 50 improvement, First Operations reserves the right to make 0 - 4.0 - - changes without notice. Maintenance for all First Co. s 17,D00 22 28 30 products is available under"Product Maintenance"at www. 20MBE 8 3/a 27 300 33 40 40 firstco.com. 10 34,100 40 so 50 -6- CHILLED WATER COOLING CAPACITY-4 ROW(MB,MB-HW,MBE SERIES) 450 ENTERING WATER 420 ENTERING WATER UNIT P.D. 80'DB/67°F WB 750 DB/630F WB 800 DB/67°F WB 750 DB/630F WB MODEL CFM GPM (FT. ENT.AIR ENT.AIR ENT.AIR ENT.AIR WTR') TOTAL SENS. TEMP. TOTAL SENS. TEMP. TOTAL SENS. TEMP. TOTAL SENS. TEMP. MBH MBH RISE MBH MBH RISE MBH MBH RISE MBH MBH RISE 3.0 2.5 19.0 13.8 12.7 14.5 12.1 9.7 20.7 14.4 13.8 15.8 12.6 10.5 600 4.5 5.5 22.4 15.1 9.9 17.1 13.1 7.6 24.4 15.9 10.8 18.6 13.7 8.3 8M B 6.0 9.5 24.4 15.9 8.2 18.7 13.7 6.2 26.6 16.8 8.9 20.3 14.4 6.8 3.5 3.4 23.1 17.3 13.2 17.6 15.3 10.1 25.2 18.1 14.4 19.2 15.8 11.0 800 5.0 6.7 26.9 18.7 10.7 20.5 16.3 8.2 29.3 19.6 11.7 22.4 17.1 8.9 6.5 11.0 29.2 19.6 9.0 122.3 1 17.0 6.9 31.8 1 20.6 1 9.8 24.3 1 17.8 7.5 4.0 2.4 28.3 21.6 14.1 21.6 19.0 10.8 30.8 22.5 15.4 23.6 19.7 11.8 1000 6.0 4.8 33.9 23.7 11.3 25.9 20.6 8.6 36.9 24.8 12.3 28.2 21.6 9.4 8.0 7.9 37.3 25.0 9.3 28.5 21.7 7.1 40.6 26.3 10.2 31.0 22.7 7.8 10/12M8 5.0 3.5 33.7 25.5 13.5 25.8 22.4 10.3 36.8 26.6 14.7 28.1 23.3 11.3 1200 6.5 5.5 38.0 27.1 11.7 29.1 23.7 8.9 41.5 28.4 12.8 31.7 24.7 9.7 8.0 7.9 41.0 28.2 10.3 31.3 24.6 7.8 1 44.7 29.6 11.2 34.1 25.7 8.5 4.5 2.0 36.2 29.2 16.1 27.7 25.8 12.3 39.5 30.3 17.6 30.1 26.7 13.4 1400 6.0 3.3 42.4 31.4 14.1 32.4 27.6 10.8 46.2 32.8 15.4 35.3 28.7 11.8 16MB 7.5 4.8 46.9 33.1 12.5 1 35.8 28.9 9.6 51.1 1 34.7 1 13.6 39.0 1 30.2 10.4 6.0 3.3 44.2 J40.9 14.7 33.8 30.0 11.3 48.2 35.5 16.1 36.8 31.2 12.3 1600 8.0 5.4 51.0 12.7 38.9 32.0 9.7 55.5 38.3 13.9 42.4 33.4 10.6 10.0 7.9 55.7 11.1 42.5 33.4 8.5 60.7 40.3 12.1 46.3 34.9 9.3 6.5 3.8 46.1 14.2 35.2 30.6 10.8 50.3 36.3 15.5 38.4 31.8 11.8 1600 8.5 6.0 52.3 12.3 39.9 32.4 9.4 57.0 38.8 13.4 43.5 33.8 10.2 10.5 8.6 56.6 10.8 43.2 33.7 8.2 61.7 40.7 11.8 47.1 35.2 9.0 20M8 7.0 4.3 52.4 15.0 40.0 36.1 11.4 57.142.6 16.3 43.6 372000 10.0 7.9 61.7 12.3 47.1 388 9.4 67.3 46.4 1OTE: 13.0 12.5 67.5 10.4 51.6 40.5 7.9 73.6 48.8 11.3 56.2 42.4 8.6 1. All cooling coils have four rows. pWARNING AVERTIEEEMENT ADVERTENCIA 2. Contact factory for capacities at other conditions. of Tro pparall sproaucteur C�ncar y Oaflo Raproductivo _ uroosi ACCESSORIES: (field installed) MB, MB-HW, MBE Series Power Heads:(two power heads required for 4-pipe)-For all units E50131180 24V E50132180 110V/501-lz-120V/6OHz E50137180 277V E50138180 220V/5OHz-230/60Hz Separate Valve Bodies: (order power heads seperately) E421317 3/4"2-way-For(PHYB,8-12M6/MBE/MB-HW(and 8-16MB-HW htg.coil) E431317 3/4"3-way-For(PHYB,8-12Ml3/MBE/MB-HW(and 8-16MB-HW htg.coil) E421417 1"2-way-For 16-20Ml3/MBE/MB-HW(and 20MB-HW htg.coil) E431417 1"3-way-For 16-20MB/MBE/MB-HW(and 20MB-HW htg.coil) Hand Valves: (Combination balance/shut-off) (2 usually req'd per coil) CP90 3/4"For 8-12MB/MBE/MB-HW)8-16MB-HW Htg. coil) CP905 1"For 16-20MB/MBE/MB-HW(16 and 20MB-HW Htg.coil) Relay-Transformer 310-E301 120/24V for ALL 120V motors NOTE: 1. Power head leads are 18". Power Head �. ! CP905 310-E301 Valve Body (2-way) -7- The "Autospeed 24V TM" Thermostats o (Part #Is T200/T201 ) Fo�.y coy c o� Accurate, Efficient, and Quiet Fan Coil Operation The new Autospeed 24VTM thermostat (part's#T200 and T201) provides 24V AC single stage temperature control of 2 pipe and 4 pipe fan coil applications. The T200IT201 thermostat offers maximum comfort and efficiency by automatically selecting the appropri- ate High, Medium, or Low fan speed, depending on room temperature and thermostat temperature setting. This automatic fan speed control not only brings the I -- room temperature to the desired set point quickly, it j maintains the room temperature with the most efficient fan speed selection. Once the desired room tempera- ture is achieved the fan coil operates on low speed for extremely quiet operation. The fan coil control board (which is factory installed in all CW units) is a circuit board that provides control of a 3-speed line voltage J200 shown with wall plate) fan motor. The control board allows the thermostat to control the fan motor even though, by itself, the ther- mostat does not have the amperage capability nor the voltage rating capability to control the fan motor. T200/T201 Thermostat Features • Compatible with 2 pipe and 4 pipe fan coils: 0 One or 3 hour Auto override- Fan speed Series HBC/PHBC/RHBC/CHBC, defaults to"Auto" mode after 1 hour if the MB/MB-HW, HYB/PHYB, and CW/CH-HW/ user manually changes it to a particular CWE fan speed. • Cycle fan or continuous fan operation 0 Temperature set range: 64-88 degrees F. • T200-Manual Heat/Cool changeover switch 0 Adjustable high and low temperature set • T201-Automatic Heat/Cool changeover switch points • Large LED digital display a Selectable Fahrenheit/Centigrade display • Allows less expensive 24V control & Power switch turns system off/on wiring from the fan coil to the thermostat, Requires 7-wire 24V thermostat wire rather than larger, more expensive line 0 No batteries required voltage wiring. 0 Set points are permanently retained in • 3-speed fan operation, with speed indicator memory in case of power interruption lights Simple operation • Fan speed determination: Mercury Free • If room temperature is 4 degrees Wall plate included (F.) off thermostat set point, fan will operate on High speed. DISPLAY CODES • If 3 degrees off set point, fan will DISPLAY STEADY FLASHING operate on Medium speed. Pi Auto fan tmer-I hour(default) Auto fen timer-3lwur P2 Continuous fen(default) cycled fan • If within 2 degrees of set point, P3 oF(defauM) °C fan will operate on Low speed. P4 Cycled fan atandad Cycled fan overtime (defauh) P5 Low lemo limit 6<°F(default) Low temp lima 67°F P6 Hi temp limit BB°F(defeuh) Hi temp limit Catalog No. MB618 (Replaces No. MB118) -8- ® N4A TEMPSTA'A`3' Performance Series Heating and Cooling Products product Specifications EFFICIENT 13 SEER AIR CONDITIONER ENVIRONMENTALLY BALANCED R-410A REFRIGERANT 1-1/2 THRU 5 TONS SPLIT SYSTEM 208/230 Volt, 1-phase, 60 Hz ` — REFRIGERATION CIRCUIT • Scroll compressors on all models • Filter-Drier supplied with every unit for field installation • Copper tube/aluminum fin coil EASY TO INSTALL AND SERVICE 1reR'� • Easy Access service valves on all models • External high and low refrigerant service ports • Only two screws to access control panel • Factory charged with R-41 OA refrigerant BUILT TO LAST • Baked-on powder coat finish over galvanized steel • Post-painted (black) coil fins • Coated, weather-resistant cabinet screws • Coated inlet grille with 2" (51 mm) spacing standard, alternate models available with 3/8" (1 Omm) grille spacing for extra protection (hail guard) LIMITED WARRANTY* w.al CERTIFIEDC V` US • 5 year compressor limited warranty • 5 year parts limited warranty (including compressor and Use of the AHRI Certified TM Mark indicates a LISTED Coll) manufacture's participation in the program.For With time) registration, year arts limited go to ww.anddi of recationforindividuelproduds, Y 9 Y p go to www.ahridirectory.org. warranty (including compressor and coil) * For owner occupied, residential applications only. See warranty certificate for complete details and restrictions, including warranty coverage for other applications. Model Size Nominal Min. Circuit Max. Fuse Operating Dimensions Ship/Operating Number (tons) BTU/hr Ampacity or Breaker height x width/depth in.(mm) Weight lbs. (kg) N4A318*KF 1-1/2 18,000 11.8 20 25-5/16 x 23-1/8 130/107 59/49 (643 x 587) ( ) N4A324*KG 2 24,000 14.3 25 25-5/16 x 23-1/8 127/107 58/49) (643 x 587) N4A330*KG 2-1/2 30,000 16.6 25 28-11/16 x 25-3/4 149/126 68/57 (729 x 654) ( ) N4A336*KF 3 36,000 18.1 30 25-5/16 x 31-3/16 151 /134(68/61) (642 x 792) N4A342*KN 3-1/2 42,000 23.5 40 32 5/16 x 392)/16 218/190 (99/86) N4A348*KG 4 48,000 24.3 40 35-1/2 x 31 3/16 205/175 93/79) (901 x 792) N4A360*KN 5 60,000 29.0 50 28-11/16 x 31-3/16 232/199 (106/91) (729 x 792) * A=2"(51 mm)spacing inlet grille or G=3/8"(10mm)spacing inlet grille Specifications subject to change without notice. 421 21 5106 05 12/08/16 PRODUCT SPECIFICATIONS Split System Air Conditioner: N4A3 OUTDOOR UNIT MODEL NUMBER IDENTIFICATION GUIDE Digit Position: 1 2 3 4 5, 6 7 8 9 10 11 12 Example Part Number: N 4 A 3 24 A K N 1 0 0 T= Tempstar Mainline N = Tempstar Entry BRANDING 4 = R-410A REFRIGERANT A= Air Conditioner H = Heat Pump TYPE 3 = 13 SEER 4 = 14 SEER NOMINAL EFFICIENCY 18 = 18,000 BTUH = 1-1/2 tons 24 = 24,000 BTUH = 2 tons 30 = 30,000 BTUH = 2-1/2 tons 36 = 36,000 BTUH = 3 tons 42 = 42,000 BTUH = 3-1/2 tons 48 = 48,000 BTUH = 4 tons 60 = 60,000 BTUH = 5 tons NOMINAL CAPACITY A = Standard Grille G = Coil Guard Grille C = Coastal FEATURES K= 208/230-1-60 VOLTAGE Sales Code Engineering Revision Extra Digit Extra Digit ACCESSORIES PART NUMBER IDENTIFICATION GUIDE Digit Position: 1 2 3 4 5 6, 7 8, 9 10, 11 Example Part Number: N A S A 0 01 01 C H N = Non-Branded BRANDING A= Accessory PRODUCT GROUP S = Split System (AC & HP) KIT USAGE A= Original B = 2nd Generation MAJOR SERIES 0 = Generic or Not Applicable 2 = R-22 4 = R-410A REFRIGERANT Product Identifier Number Package Quantity Type of Kit (Example: CH = Crankcase Heater) 2 Specifications subject to change without notice. 421 21 5106 05 PRODUCT SPECIFICATIONS Split System Air Conditioner: N4A3 1ii ? 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'm 'a � 5 t{o��ryNmo(pojj pqo f id A 00 NNp C�t'�^NN u mNNP't i� 0 • eoom0000 aAa i9�d�d S1%!79 aANNA «,C!W g > q^ o ZZZZZ>ZZZ>Z> DW"S zZ22z>zYzy2> m oe¢9e► s zzz>z>z>z>z> aecaerrsx YY>z>z>Z>z>z o i,-Omgwa m W f <• O O O z m 9s9 � Oe� 3 421 21 5106 05 Specifications subject to charge without notice. 3 PRODUCT SPECIFICATIONS Split System Air Conditioner: N4A3 PHYSICAL DATA 1-phase) Model Size 18 24 30 36 42 48 60 Nominal Cooling Capacity(BTU/hr) 18,000 24,000 30,000 36,000 42,000 48,000 60,000 Nominal SEER 13.0 13.0 13.0 13.0 13.0 13.0 13.0 PSC Fan Motor HP 1/12 1/10 1/10 1/5 1/5 1/4 1/4 Fan RPM (single speed) 1100 1100 1100 1100 1100 1100 800 Fan CFM 1792 2218 2169 3167 3167 3365 3365 Coil Face Area ft (m ) 8.40(.78) 8.40(.78) 11.49(1.1) 12.93(1.2) 17.25(1.6) 19.40(1.8) 12.93(1.2) Coil Rows - fins per inch 1 - 20 1 - 25 1 - 25 1 - 25 1 - 25 1 - 25 2- 20 Circuits 3 3 3 5 4 5 6 Liquid Line Connection Size in. (mm) 3/8 (10) 3/8 (10) 3/8 (10) 3/8 (10) 3/8 (10) 3/8 (10) 3/8 (10) Vapor Line Connection Size in. (mm) 3/4 (19) 3/4(19) 3/4 (19) 7/8 (22) 7/8 (22) 7/8 (22) 1-1/8(22) Rated Line Set Liquid Tube 3/8 (10) 3/8(10) 3/8 (10) 3/8 (10) 3/8 (10) 3/8 (10) 3/8 (10) Diameter in. (mm) Rated Line Set Vapor Tube 3/4(19)* 3/4 (19)* 3/4 (19)* 7/8(22)* 7/8 (22)* 7/8 (22)* 1 1/8 Diameter in. (mm) (28.6)* Factory Charge R-410A lbs. (kg) 3.15 3.15 4.62 5.42 5.84 7.37 8.19 (1.43) (1.43) (2.10) (2.46) (2.65) (3.34) (3.71) Required Subcooling'F (°C) 14 (7.8) 10 (5.6) 10 (5.6) 11 (6.1) 10 (5.6) 13 (7.2) 1 15 (8.3) ';7 Units are rated with 25 ft(7.6 m)of lineset length. See Vapor Line Sizing and Cooling Capacity Loss table when using other sizes and lengths of lineset.Note: See unit Installation Instruction for proper installation. Check the piston size shipped with the indoor unit to see if it matches the required indoor piston size. If it does not match, replace the indoor piston with the correct size per the table below. Outdoor Unit Connected to a Factory Approved Indoor Unit (with FEM4P* Fan Coil) Outdoor Unit Size - Series 18-F 24-G 30-G 36-F 42-N 48-G Piston Size by Outdoor 49 55 61 - 73 78 NOTE:Pistons shipped with outdoor units are only qualified and approved with the above listed fan coils.The piston included with the FMA4P*and FM(C,U)4P*fan coils are unique to those products and CANNOT be replaced with the piston shipped with the outdoor unit. Refer to AHRI Directory to check if your combination can use a piston or requires an accessory TXV. ELECTRICAL DATA (208/230-1-60, voltage range 197V - 253V) Model Size 18 24 30 36 42 48 60 Minimum Circuit Ampacity- 11.8 14.3 16.6 18.1 23.5 24.3 29.0 MCA(amps) Maximum OverCurrent 20 25 25 30 40 40 50 Protective device - MOCP (amps) Compressor RLA(Rated Load Amps) 9.0 10.9 12.8 13.6 17.9 18.3 22.1 LRA(Locked Rotor Amps) 47.5 62.9 67.8 79.0 112.0 93.0 125.0 Fan Motor FLA(Full Load Amps) 0.5 0.7 0.6 1.1 1.1 **Sound Rating tested in accordance with AHRI Standard 270-2008 (not listed with AHRI). A-Weighted Sound Power Level -Without Sound Shield Standard TYPICAL OCTAVE BAND SPECTRUM (without tone adjustment) Rating Model (dBA) 125 250 500 1000 2000 4000 8000 18-F 71 64.0 62.0 63.0 68.0 64.0 62.0 57.0 24-G 74 50.9 60.6 66.4 71.0 65.5 61.1 59.2 30-G 72 54.8 59.3 65.1 68.2 66.4 61.6 57.3 36-F 75 50.5 61.0 64.5 67.0 62.5 60.0 52.5 42-N 78 57.5 65.0 71.0 73.0 70.5 67.5 62.5 48-G 76 55.5 62.9 69.6 71.2 69.5 66.3 59.1 60-N 79 57.5 67.0 72.0 75.0 72.5 68.0 61.0 Note:Tested in accordance with AHRI Standard 270-2008 (not listed in AHRI). 4 Specifications subject to change without notice. 421 21 5106 05 PRODUCT SPECIFICATIONS Split System Air Conditioner: N4A3 A-Weighted Sound Power Level -With Sound Shield Standard TYPICAL OCTAVE BAND SPECTRUM (without tone adjustment) Rating Model (dBA) 125 250 500 1000 2000 4000 8000 18-F 70 66.0 64.0 64.0 67.0 63.0 60.0 54.0 24-G 74 51.1 61.3 66.6 71.2 65.0 60.0 55.6 30-G 72 51.9 59.3 64.8 67.3 65.2 61.1 54.8 36-F 75 51.0 62.0 1 64.5 1 65.5 1 62.0 1 59.5 1 51.5 42-N 77 57.5 65.0 70.5 72.0 70.0 67.0 62.0 48-G 75 55.8 62.6 69.7 70.6 68.7 65.4 58.6 60-N 79 57.5 68.0 72.5 74.5 72.5 68.0 60.5 Note:Tested in accordance with AHRI Standard 270-2008 (not listed in AHRI). REFRIGERANT CHARGE ADJUSTMENTS Liquid Line Size R- 410A Charge oz/ft 3/8 0.60 (Factory charge for lineset= 9 oz) 5/16 0.40 1/4 0.27 Units are factory charged for 15 ft (4.6 m) of 3/8" liquid line. The factory charge for 3/8" lineset 9 oz. When using other length or diameter liquid lines, charge adjustments are required per the chart above. Charging Formula: [(lineset oz/ft x total length)- (factory charge for lineset)] =charge adjustment Example 1: System has 15 ft of line set using existing 1/4"liquid line. What charge adjustment is required? Formula: (.27 oz/ft x 15ft)- (9 oz) = (-4.95) oz. Net result is to remove 4.95 oz of refrigerant from the system Example 2: System has 45 ft of existing 5/16"liquid line.What is the charge adjustment? Formula: (.40 oz/ft.x 45ft)- (9 oz.) = 9 oz. Net result is to add 9 oz of refrigerant to the system LONG LINE APPLICATIONS An application is considered Long Line, when the refrigerant level in the system requires the use of accessories to maintain acceptable refrigerant management for systems reliability. See Accessory Usage Guideline table for required accessories. Defining a system as long line depends on the liquid line diameter, actual length of the tubing, and vertical separation between the indoor and outdoor units. For Air Conditioner systems, the charts below shows when an application requires a TXV and long line accessories due to lineset length. AC with R-410A Refrigerant Long Line Description ft(m)Beyond these lengths,a TXV is required Total Length Outdoor Unit Above or Below Indoor Unit TXV required beyond 50 ft. (15.2 m) TXV required beyond 20 ft. (6.1 m) AC with R-410A Refrigerant Long Line Description ft(m)(Beyond these lengths,long line accessories are required) Liquid Line Size Units On Same Level Outdoor Below Indoor Outdoor Above Indoor 1/4+TXV No accessories needed within al- No accessories needed within 175(53.3) lowed lengths allowed lengths 5/16+TXV 120(36.6) 50(15.2)vertical or 120(36.6)total 120(36.6) 3/8 +TXV 80(24.4) 35 (10.7)vertical or 80(24.4)total 80(24.4) Note: See Long Line Guideline for details 421 21 5106 05 Specifications subject to change without notice. 5 PRODUCT SPECIFICATIONS Split System Air Conditioner: N4A3 R-410A COOLING CAPACITY LOSS FOR VARIOUS LINE LENGTHS&TUBE DIAMETERS Cooling Capacity Loss(%) at Total Equivalent Line Length,feet(m) Acceptable Refer to Lon Line Application Guideline to calculate equivalent length Liquid 9 PP� q 9 Model Vapor Line Size Line Sizes Standard Application Long Line Application (Requires Accessories) in.(mm) in. (mm) 25' 50' 80' 81' 100, 125' 150' 175' 200' 225' PM, (7.6) (15.2) (24.4) (24.7) (30.5) (38.1) (45.7) (53.3) (61) (68.6) (76.2) 1/2(13) 1 2 3 3 4 6 7 8 9 10 12 18 5/8(16) 0 0 1 1 1 1 2 2 3 3 3 3/4(19) 0 0 0 1 0 0 1 1 1 1 1 1 1 1 1 5/8(16) 0 1 1 1 2 3 3 4 4 5 6 24 3/4(19) 0 0 0 0 0 1 1 1 1 1 2 7/8(22) 0 0 0 0 0 0 0 0 0 0 1 5/8(16) 1 2 3 3 3 4 5 6 7 8 9 30 3/4(19) 0 0 1 1 1 1 2 2 2 3 3 7/8 (22) 0 0 0 1 0 0 1 1 1 1 1 1 1 1 1 5/8 (16) 1 2 4 4 5 6 7 9 10 11 13 36 3/8(10) 3/4 0 9) 0 0 1 1 1 2 2 3 3 4 4 7/8(22) 0 0 0 0 0 1 1 1 1 2 2 3/4(19) 0 1 2 2 2 3 4 4 5 6 6 42 7/8(22) 0 0 1 1 1 1 2 2 2 3 3 1-1/8(29) 0 0 1 0 0 1 0 0 0 0 0 1 0 1 3/4(19) 0 1 2 2 3 4 5 5 6 7 8 48 7/8(22) 0 0 1 1 1 2 2 2 3 3 4 1-1/8(29) 0 0 0 0 0 0 0 0 1 1 1 3/4(19) 1 2 4 1 4 5 7 1 9 10 11 12 60 7/8(22) 0 1 2 2 2 3 4 4 5 5 6 1-1/8(29) 0 0 0 0 1 1 1 1 1 1 2 Consult the Long Line Application Guideline document before purchasing/installing line sets. Applications in shaded area may have height restrictions that limit allowable total equivalent length when outdoor unit is below indoor unit. COOLING PERFORMANCE FOR COMBINATION RATINGS Indoor Models For complete ratings information,use the AHRI website directory search:www.AHRldirectory.org. New ratings may be listed online before Specification Sheets are updated. AHRI Standard Ratings Cooling 95°F(35°C) SEER Furnace Factory W/Field Pis- Unit Size Series Indoor Model Model Capacity Installed Standard TDR ton EER N4A318*KF EN(A,D)4X24L14** 17,800 TXV 13.00 11.00 4 324 4 24 14 23,000 13.00 11.00 4 330 4 31 Ll7 27,800 13.00 11.00 N4A336*KF EA*4X37L21 A* 34,200 TXV 13.00 11.00 4 4 4 4 4 , N4A348*K EA*4X48L17A* 44,500 TXV 13.00 11.00 N4A360*KN EA*4X60L24A* 57,500 TXV 13.00 11.00 *A=2"(51 mm) spacing inlet grille,G =3/8"(10mm)spacing inlet grille TESTED AHRI COMBINATION RATINGS* Or scan this QR code: NOTE: Ratings contained in this document are subject to change at any time. �•' For AHRI ratings certificates, please refer to the AHRI directory.www.ahridirectory.org •` Additional ratings and system combinations can be accessed via the Tempstar database: hftp://www.ici)ecip.com/AHRIratings/ratings.aspx?Brand=Tempstar ❑e 6 Specifications subject to change without notice. 421 21 5106 05 L 'eogou jno4j!m eBus4o o>»efgns suogsoyoedS 90 90 LS LZ LZb OZ'E 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OV8Z ZV9£ 697 ZL'8Z L6'L£ L9 861E ZVOZ "'E£ 99'£ E6'OZ 9V9£ 1Z"E b9'LZ 6L 8E O6"Z 8Z'ZZ 00'04 097 LB'ZZ L9'Lb ZL W£ ZL'8Z ZV9Z £V£ 1L'6Z bL'6Z OL'E Ol l£ OL LE L97 L£"ZE L£'ZE £S'Z b4'E£ "'£E L9 SOT LL'8Z LV9Z bb'E 6L'6Z 6L'6Z 0L'£ CO'LC SZ'L£ 187 bVl£ 69'ZE £S'Z L8 l£ 60'b£ Z9 98T 68'ZZ 176'LZ "'£ SL'£Z L6*6Z OV£ 617'17Z LL LE L82 9V9Z £Z££ ES'Z 8L'9Z 8911E E9 O90 L8'£ 86'£Z bZ'OE Sb'£ £817Z 6E'Z£ LVE SS'SZ OZ'1£ L82 OZ'9Z ZS'SE £S'Z L8'9Z 1£IE L9 l6'E 96'81 "'£E 81-£ SL-6L LLSE 4VE 91OZ L91E £8'Z LOIZ Ob6E bS'Z 991Z ZO-Lb ZL uolloes Joopul.V 6ZIL£Xb.V3 43!M uo!peS joopin0 seueS.dN(9'V)9££V4N MN sues Ielol M� sues Ielol M� sues Ielol MCI sues Ielol M� sues lelol SM3 W30 wal wal wal wal wal -sAS 4n38W -sAS 4n38W -sAS 4n39W -sAs ►Inl9W -sAS 4nleW lelol f4!oede0 Ie101 N!oede0 lelol Al!oede0 Ielol f4pede0 Ielol A!oede0 Sll Sol 96 98 SL HIv 80 d Bap S3Hf11VH3dW31 HIV ONIH31N3 H3SN3aN00 -1VH0dVA3 MFN :jeuolMpuoO Jlfd weaeAS jildS SNOUVOI-AIDUS 13f10Oad PRODUCT SPECIFICATIONS Split System Air Conditioner: N4A3 EVAPORATOR CONDENSER ENTERING AIR TEMPERATURES deg F AIR 75 85 95 105 115 Capacity Total Capacity Total Capacity Total Capacity Total Capacity Total MBtuh Sys" MBtuh Sys" MBtuh Sys- MBtuh Sys- MBtuh Sys- tem tem tem tern tern CFM EWB Total Sens KW Total Sens KW Total Sens KW Total Sens KW Total Sens KW N4A360(A,G)KN*Series Outdoor Section With EA*4X60*24A*Indoor Section 72 68.714.37 65.76 33.74 4.81 62.59 5.30 59.21 31.39 5.84 55.54 30.09 6.-4T-- 67 63.16 43.00 4.29 60.43 41.90 4.74 57.50 40.73 5.23 54.39 39.50 5.77 51.03 38.20 6.36 1750 63 59.15 41.80 4.24 56.59 40.69 4.68 53.84 39.50 5.18 50.92 38.26 5.72 47.79 36.96 6.31 62 58.14 51.13 4.23 55.65 49.99 4.67 53.01 48.77 5.16 50.27 47.45 5.71 47.55 47.55 6.31 57 56.63 56.63 4.21 54.60 54.60 4.66 52.42 52.42 5.16 50.09 50.09 5.71 47.55 47.55 6.31 7 .7 .45 4.4 7 5. 7 4. 5.4 5 5. 5 5 7 7 5 67 64.15 45.67 4.40 61.31 44.55 4.85 58.27 43.36 5.34 55.05 42.13 5.87 51.58 40.80 6.46 2000 63 60.14 44.30 4.35 57.47 43.18 4.79 54.61 41.98 5.28 51.60 40.73 5.82 48.36 39.39 6.42 62 59.33 54.75 4.34 56.80 53.54 4.78 54.23 54.23 5.28 51.77 51.77 5.83 49.05 49.05 6.42 57 58.75 58.75 4.33 56.59 56.59 4.78 54.26 54.26 5.28 51.77 51.77 5.83 49.05 49.05 6.42 67 64.85 48.20 4.51 61.94 47.09 4.95 58.82 45.89 5.44 55.52 44.63 5.98 51.96 43.27 6.56 2250 63 60.84 46.68 4.45 58.11 45.56 4.90 55.17 44.34 5.39 52.08 43.07 5.93 48.77 41.69 6.52 62 60.44 60.44 4.45 58.18 58.18 4.90 55.72 55.72 5.40 53.10 53.10 5.94 50.23 50.23 6.54 57 60.47 60.47 4.45 58.19 58.19 4.90 55.73 55.73 5.40 53.10 53.10 5.94 50.23 50.23 6.54 Total sensible capacities are based on net capacities.Blower heat has been subtracted. Sensible capacities shown are based on 800 F(270 C)entering air at the indoor coil.For sensible capacities at other than 800 F(270 C),deduct 935 Btuh(245 kW)per 1000 CFM(480 US)of indoor coil air for each degree below 800 F(270 C),or add 835 Btuh 245 kW)per 1000 CFM(480 US)of indoor coil air per degree above 800 F(270 C). Detailed cooling and heating capacities are based on indoor and outdoor unit at the same elevation per AH RI standard 210/240-2008.If additional tubing length is required and/or indoor unit is located above outdoor unit,a slight variation in capacity may occur. System kw is total of indoor and outdoor unit kilowatts. 421 21 5106 05 Specifications subject to change without notice. 9 PRODUCT SPECIFICATIONS Split System Air Conditioner: N4A3 ACCESSORY USAGE GUIDELINES REQUIRED FOR REQUIRED FOR Accessory LOW-AMBIENT APPLICATIONS {Below 550F (13°C)} LONG LINE APPLICATIONS* Crankcase Heater Yes Yes Evaporator Freeze Thermostat Yes No Winter Start Control Yes** No TXV Yes Yes* Hard Start Kit (Capacitor& Relay) Yes Yes Low Ambient Kit (Pressure Switch) Yes No Support Feet, 4" (102mm) tall Recommended No Liquid Line Solenoid Valve No See Long-Line Application Guideline * Refer to the Long Line Application Guideline document. ** Can only be installed in conjunction with the Low Pressure Switch # TXV required beyond 20 ft(6.1m)vertical separation or 50 ft(15.2)total length. ACCESSORIES Part Number Description Used On Model Size NASA003CH Crankcase Heater for Scroll Compressor (208/23OV) 18, 24, 30, 36 NASA001 CH Crankcase Heater for Scroll Compressor (208/23OV) 42, 48, 60 NASA003SC Hard Start Kit (Capacitor& Relay) ALL NASA00201 FS Evaporator Freeze Thermostat ALL NASA403PS Low Pressure Switch, AC, R-41 OA ALL NASA404PS High Pressure Switch, AC or HP, R-41OA ALL NASA001 LS Liquid Line Solenoid Valve, R-41 OA ALL NASA001TD Time Delay Relay, Indoor Blower ALL NASA00201 WS Winter Start Control ALL NASA001AC Anti-Cycle Timer (5 minute delay) ALL NASA401 LA Low Ambient Kit (Pressure Switch), R-41 OA ALL NASA00201 SF Support Feet, 4" (102mm) tall (5 blocks) 18, 24, 30 NASA001 SF Support Feet, 4" (102mm) tall (4 blocks) 36, 42, 48, 60 NASA00301 SJ Sound Jacket, Compressor 18, 24, 36 NASA00201 SJ Sound Jacket, Compressor 30, 42, 48 NASA00101 SJ Sound Jacket, Compressor 60 NAEA40501TX TXV Kit, R-41OA - for use with copper or tin fan coils 18, 24 NAEA40601TX TXV Kit, R-41 OA - for use with copper or tin fan coils 30, 36, 42 NAEA40701TX TXV Kit, R-41OA - for use with copper or tin fan coils 48, 60 NAEB40501TX TXV Kit, R-41OA - for use with aluminum coils 18, 24 NAEB40601TX TXV Kit, R-41OA - for use with aluminum coils 30, 36, 42 NAEB40701TX TXV Kit, R-41OA - for use with aluminum coils 48, 60 Copyright 2016 International Comfort Products Lewisburg, Tennessee 37091 USA www.GoTempstar.com 10 specifications subject to change without notice. 421 21 5106 05 Building Permit Check List&Zoning Analysis 'Address: 2S IZ,-rFqL S; sBL c 3 S' , 3 — — I 1 • l Zone: -I !�_ Use: Z t Const.Type Other. l t -� Submittal Date: L_Z_ Revisions Submittal Dates: Applicant (r.,Q-Z I, ��FL_� Nature of Work: NJ EL 1 _j t r — — eview •2BA: OCT 13 2020 PB• BOT• Other. 4K ( ( ) FEES:Filing. BP: l`� 09 l C/O: Legalization: ( ) (,�A P: Dated: ✓ Notarized: ✓ SBL: ✓ Truss I.D. --Cross Connection: ✓ H.O.A.: ( ) ( ) Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening ( ) ( ) O:Long. Short Fees: N/A: ( ) ( SITE PLAN:Topo: Site Protection S/W Mgmt.: Tree Plan: Other. ( ) ( SURVEY:Dated Current Archival• Sealed: Unacceptable: ( ) ( `LANS:Dat tamped: ✓ Sealed: ✓ Copies: 7, Electro , nic. �Other. ( () License: Workers Comp: Liability ✓ Comp.Waiver. Other. ( (`� 6ABE-�#: Dated: N/A: HIGH-VOLTAGE ELECTRICAL Plans: Permit N/A: Other. ( ) ( ) LOW-VOLTAGE ELECTRICAL Plans: Permit N/A: Other. FIRE ALARM/SMOKE DETECTORS:Plans: Permit H.W.I.C.:_Battery:_Other. ( ( ) PLUMBING Plans: Permit Nat Gas: LP Gas: N/A/: Other. (`y ( ) FIRE SUPPRESSION:Plans: Permit N/A: Other. H.V.A.C.: Plans: Permit N/A Other. ( FUEL TANK:Plans:-----,Permit: Fuel Type: Other. ( V 20I7 NY State ECCC: N/A: Other. (� ( ) Final Survey: Final Topo: RA/PE Sign-off Letter. As-Built Plans: Other. ( ) ( ) BP DENIAL LETTER: C/O DENIAL LETTER: Other. ( ) Other (4 mtg.date: O -L 2�pprovaL I o 2� notes: Zry (-A(L"g.date approval• 5 W Z L notes: ( )PB mtg.date: approval• notes: REQUIRED EXISTING PROPOSED NOTFS APPROVED Area: I� k � Circle: l DJ Fro n e: ?S �_ 2X>1,4 Front: Front: �4 --* Sides: S Rra, r Main Cov Accs.Co v 3 S'i0 1 315 Ft:H Sb: o ,Z Sd.H S : r Ce / 11 2 2 btdq (o Wig: 00 1 oSo D Ft Imv: � � PAS: Height/�Stor�ies: 340Z r ZZ 1 Z C17, notes:. F_ GM Z3Tju L A,(L G o►.j T'T •—�->L,4 W S. D A- FJ t_L_ I dC,N s?CZ.V r r o ry _�L A-t 4 1 \ l Residential Building Permit Fee Work Sheet Permit#: Date Issued: SBL: Zone: Address: Property Owner&Contact Info: Job Description: For all new dwellings and for additions measuring 800 sq. ft. or more made to existing dwellings, the following fee schedule shall apply: (plus any alteration fees) Total Sq. Ft. (excluding basements) x $225.00 x $15.00/$1,000.00 Basement Sq. Ft. x $65.00 x $I5.001$I,000.00 -------------------------------------------------------------------------------------------------------------------- New Construction Sq.Ft. • New Construction Cost 0 Building Permit Fee Basement= l Ll->0 sq. ft. x $65.00 = $ x$I5.00/$1,000.00= $ L 3"• z-<- I''Fl. = ZDlel sq. ft. x $225.00 = $ �o '� �1.5.D. x$I5.00/$I,000.00= $ 702�o. 2nd Fl. = l(o✓c� sq.ft. x $225.00 = $ 37 t� 0-9.0- �x$15.00/$I'000.00 = $ S to-2to- Attic= kz� sq.ft. x $225.00 = $ t� x$I5.00/$I,000.00 = $ + Total Sq.Ft. = .S 1 3$ sq. ft. Total Cost= $ 3�1 / �.� • Total B.P.Fee= $ °Includes Attached Garage if Applicable. Total Amount Paid= $ 1 a Total Amount Due= $ l �� Date: OCT 1 4 2020 Signed \ BUILDINd BWARTMENT VILLAGE OF RYE.3ROOK 938 KING SiiEET RYE BROA,NY 10573 (914)9*146 39-5801 w o ARCHITECTURAL REVIEW BOARD CHECK LIST FOR APPLICANTS This form must be completed and signed by the applicant of record and a copy shall be submitted to the Building Department prior to attending the ARB meeting. Applicants failing to submit a copy of this check list will be removed from the ARB agenda. Job Address: 259 North Ridge Street, Lot 3 Date of Submission: / /_7 1Q,9 aO Parcel I#: 1,3S—.3 r /- / I Zone: Proposed Improvement(Describe in detail): APPLICANT CHECK LIST: MUST BE COMPLETED BY THE APPLICANT Constrution of new single family home The following items must be submitted to the Building Department by the applicant- no exceptions. Property Owner: Lou Larizza,Contract Vendee l. ( ,<Completed Application 2. ( - Cwo(2)sets of sealed plans. (one full size(maximum Address: 25 South Regent Street, Port Chester,NY allowable plan size=36"x 42") and one 11"x1T") 3. ( wo(2)copies of the property survey. Phone#914-396-9606 4. ( '<rwo(2)copies of the proposed site plan. Applicant appearing before the Board: Same 5. ( >.Ofne electronic/disc copy of the complete Address: application materials. 6. Oiling Fee. Phone# 7. ( )Any supporting documentation. 8. ( ) HOA approval letter.(ifapplicable) Architect/Engineer: Ralph Mastromonaco 9. ( ) Photographs. Phone# 914-271-4762 10.( 4'gamples of finishes/color chart. (a sample board or model may be presented the night of the meeting) By signature below, the owner/applicant acknowledges that he/she has read the complete Building Permit Instructions&Procedures,and that their application is complete in all respects.The Board of Review reserves the right to refuse to hear any application not meeting the requirements contained herein. Sworn to before me this Sworn to before this day of A 20 ( day of , 20,111 J U 4djjA 40L�117 C_ Sign a ofPrope ty0 i Si ofAppli Print Na a of Pro /— Print Name of App INSTEIN Notary Pub STEVEN D.FEINSTEIN ate o New o Notarl►public,State of New York o.4864761 uslifd in No.4864761 my 111 Commission Ezpiresstc r ounty Gum1w in Westch Commission E1 rft 3/21/19 ` VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET, RYE BROOK,NY 10573 (T) 939-0668 (F) 939-5801 ARCHITECTURAL REVIEW BOARD Wednesday, May 19, 2021 PAGE 3 I Westridge Dr I Story Side Addition, Fire 5203 (Tauber) Pit in Rear Yard& Legalize Rear Patio Expansion 12 Lincoln Ave Amendment to Prior 5204 (Bainton) Approval 16 Birch Lane In-Ground Swimming Pool 5205 (Wilk) w/Patio, Deck,Fence, & Plantings 44 Country Ridge New In-Ground Swimming 5205 Dr(Wechsler) Pool, Patio, Outdoor Kitchen, Hot Tub, & Regrade rear Yard 259 N. Ridge St Amendment to Prior _ 5206 (Lazz Development) Approval, Reducing From 3 Garage Bay to Two Garage 20 Old Orchard Rd Legalize Elevation 5207 (Tillison) Changes ML NM MR f SE JM SF AC �� MI KC VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET, RYE BROOK,NY 10573 (T) 939-0668 (F) 939-5801 ARCHITECTURAL REVIEW BOARD Wednesday, October 21, 2020 Due to public health and safety concerns from COVID-19, the Architectural Review Board meeting on October 21, 2020 will be closed to members of the public. The public can still watch the live meeting online through Zoom through the app or through the following https://us02web.zoom.us/j/81961552623 If any interested members of the public would like to provide comments during the meeting, comments can be emailed to stevefews@ryebrook.org or called in during the meeting at +1 (929) 205-6099, meeting ID: 819 6155 2623 NAME & LOCATION TYPE OF APPLICATION MOTION SECOND APPROVED REJECTED APPL.# 1 Wyman St North Replace Existing 6' Fence in 5079 (Garcia) Rear Yard(Stockade) 3 Country Ridge Re- Appearance- For Plans Consent 507 l.a Close (Porter) Update Agenda 3 Country Ridge September 16th Documents -5071 Circle (Porter) 2 Country Ridge Window Change to Consent 5081 Drive (Gonzalez) Accommodate Kitchen Agenda Renovation 19 Dorchester Drive 6' High Vinyl Privacy Fence Consent 5082 (Rein) - Rear Yard(Oklahoma Agenda Cedar Grain) 96 Brush Hollow 4' High Post& Rail Fence Consent 5083 Close (Tomback) Agenda 3 Valley Terrace 6' High White Vinyl Fence Consent 5084 (Vito) In Rear Agenda 17 Loch Lane Roof Top Solar Array Consent 5085 (Ashby) Agenda ML NM MR SE JM SF AC MI KC M � e� 9 Winthrop Drive Modify Front Walk, &New Consent 5086 (Geller) Landscape Wall Agenda 33 Whittemore Place Legalize Rear Patio Consent 5087 (Tina) Expansion Agenda 5 Red Roof Dr 4' High White Buffalo Style Consent 5088 (Fishbach) Privacy Fence (two gates) Agenda 5 Little Kings Lane New 48" Rail Fence, Side Consent 5089 (Nathan) Yards Agenda 75 High Point Circle Replace Decking & Railing Consent 5090 (Germaine/Pinals) on Existing Deck Agenda 16 Maywood Ave Replace Rear Yard Wood Consent 5091 (Robles) Fence w/6Ft Agenda 45 Mohegan Lane Re- Do Front Steps Blue Consent 5092 (Ybarra) Stone Treads, Mosaic Agenda Risers, Facade, Blue Stone Walk, & Retaining Wall, 5 Jean Lane Roof Top Solar Consent 5094 (Scocchera) Array/System Agenda 3 Mohegan Lane Rear Deck Over Existing 5093 (Gerchick) Patio 6 Eagles Bluff(Ham Two Tier Block Wall, New 5095 & Jones) Patio W/Fire Pit Above New Excavated Basement Ext, SWM System 18 Rocking Horse Inground Swimming Pool 5096 Trail (Feist) w/Patio, Retaining Walls, Partial Wood Fence, Partial Wrought Iron Guard Rails. Shed 72 Valley Terrace 2nd Story Additions,New 5097 (LLC) Front Portico, New Rear Deck& Alterations 259 N. Ridge St New One Family 5098 (Lazz Development) w/Unfinished Basement, Swimming Pool & Pool J J v Patio ML NM MR '� SE ✓ JM SF AC MI KC r/ 1200 King St(Atria Front Vestibule Expansion, 5099 @Rye Brook) Replace Walkways, Patios, Create A Memory Care Garden, Fence & Pergola (other interior reno) ML NM MR SE JM SF AC MI KC LAll DEVELOPMENT CO., LLC 259 NORTH RIDGE STREET, RYE BROOK, NY 10573 LOT 3 NEW SINGLE FAMILY HOME LIST OF MATERIALS ROOF: BLACK ROOF 30 YEAR ARCHITECTURAL SIDING : WHITE HARDY PLANK WINDOWS: BLACK WINDOWS GARAGE DOORS: INSULATED VINYL: BLACK TRIM 4" CORNERS, FASCIA & SOFFIT: WHITE LEADERS & GUTTERS: WHITE FRONT DOOR: BLACK FIRST FLOOR OVERHANG : 1 FOOT BLACK METAL ROOF ABOVE FRONT DOOR WHITE COLUMNS IN FRONT OF FRONT DOOR A PLATFORM AND TWO STEPS OUT OF FRONT DOOR FRONT PORCH: 6' X 12' STONE VANEER TO MATCH STONE WALL IN REAR ALL SPOTLIGHTS SHOWN ON FRONT & REAR ELEVATION W i-YO r Z W 0 Z _ a 7 1 IEE g A W Dt $ N Ig g4 t4 a I'j F F k � Q N W W > 9 W > N Z o ot -got Wof W V N O W J o OZ ,l IQ�I °6 ? 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I •: _.0 fir, � <• �fp � / j3'+�� = 1, l 4��..YJ ._ -.•.r� _ �pt�' ..r, �/?"Y 1'rD"� .`•y"isS'�> flr." 1. DIVISION OF BUILDING STANDARDS AND CODES STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA ANDREW M. CUOMO 99 WASHINGTON AVENUE GOVERNOR ALBANY,NY 12231-0001 ROsSANA ROSADO TELEPHONE:(518)474-4073 SECRETARY OF STATE WWW.DOS.NY.GOV August 7, 2020 � D SCE#VeMr. Mike Kirby Signature Building Systems of PA, LLC SEP 1004 Springbrook Ave. 19 ?021 Moosic, PA 18507NYS RESIDENTIAL MODULAR SYSTEM VIL AGE OF RY NEW SYSTEM APPROVAL NUMBER: O M1370 2020-044 DE UPDATE BUILDI NG DEPARTNIEIVT PREVIOUS APPROVAL NUMBER: M1370-2016-113 Dear Mr. Kirby: In reference to your written application for approval received March 30, 2020 to construct Factory Manufactured Detached One-and Two-Family Dwellings and Multiple Single-Family Dwellings (Townhouses) System of Models designated M1370-2020-044 is hereby approved to allow such construction in compliance with the 2020 NYS Uniform Codes (2020 RCNYS). This approval is authorized under Title 19 NYCRR Part 1209 and will remain in effect until August 7, 2022, unless sooner revoked, and is subject to renewal at that time. A revision in the adopted code version will also warrant a revision in this approval. The conditions of this Systems Approval also include the following: Construction Classification: Type VB Maximum Ground Snow Load: 120 PSF Seismic Design Category: A, B, C Townhouses shall be designed to Seismic C or DO (Per 2020 RCNYS Section R301.2.2) Wind Speed: 115 mph to<_139 mph Vult Wind speed >140 mph will require engineered design. Individual Models located in regions having a ultimate wind speed of 140 miles per hour or greater shall be submitted to the Division for review and approval. Exposure Category: Exp B or C (standard) Climate Zone: 4, 5, and 6 Additional Conditions: See the System Cover Sheet for Wind Design Methodologies used in; "Hurricane Prone Regions" and "Non-Hurricane Prone Regions." 1. The manufacturer will submit their Monthly Permit Report summarizing(listing)all permit sets with information about project location, dwelling type, production serial number, and approval number. 2. Individual permit sets are to be submitted to your independent third party agent for review prior to fabrication. Any deficiencies that are found will be reported to the Manufacturer and corrective actions shall be immediately undertaken. Every sheet of each permit plan set submitted shall be signed and sealed by a licensed design professional registered to practice in New York State. The design professional must also provide a statement on the cover sheet of the permit plan set that certifies the plans have been developed from the original systems set of plans and specifications. Additionally, the certifying design professional shall not be in any way affiliated or associated with the manufacturer's third party quality assurance agency. The following statement may be used to provide this certification; Page 1 of 3 "The plans and specifications of this permit plan set are derived from and consistent with the systems set of plans and specifications approved and on file with the Department of State, which were approved on August 7, 2020 under Systems number M1370-2020-044." The approval identified above is limited to all construction that takes place in the factory. Site related work including installation and connection of the building and/or components, foundations, mechanical connections, stairs, decks, etc. is the responsibility of the Code Enforcement Official. The presence of the insignia of approval shall be presumptive evidence that the factory manufactured home or component complies with the provisions of the 2020 RCNYS. If the code enforcement official believes that any factory manufactured component is in violation of one or more provisions of the above referenced code, he/she should contact the DOS for further review and/or determination. 3. All trusses designed for use in Modular Buildings shall meet the requirements of the 2020 RCNYS and the design methodology associated with the ASCE 7-16 design standard. Individual permit plan sets shall provide as a minimum the following information (but not limited to): Cover Sheet which provides information on: • The homeowner/project name, project address including Zip Code and County location • Structural design criteria listing applicable design loads such as ground snow load, seismic design category, wind speed, live loads, dead loads, flood hazard, etc. • Applicable building codes and design specifications • Energy code information including method of compliance, the climate zone used for thermal design parameters, and a statement by a design professional certifying that the plans are in compliance with Chapter 11 Energy Efficiency of the 2020 RCNYS. • The Occupancy Classification, Type of Construction and square footage • Applicable general notes • Index of drawings • Manufacturer's title block • List of items NOT being provided by the modular manufacturer • Verify the intended foundation type and show height above grade, and if the AHJ has determined whether the home is three stories above grade and required to be equipped with an NFPA 13D Sprinkler System. • Additionally, you must verify the location of the building on the lot according to the 2020 RCNYS Section R302"Fire-Resistant Construction". Identify the lines used to determine fire separation distance and provide protection complying with Table R302.1(1)"Exterior Walls"and Table R302.1(2)"Exterior Walls—Dwellings with Fire Sprinklers"and Table R302.6"Dwelling-Garage Separation". Foundation Plan (informational only) showing: • Identify all uniform and concentrated gravity loads in addition to all sliding, uplift, and overturning loads imposed on the foundation by this specific model, all of which need to be used by a design professional in developing the final foundation design. • Anchor bolt/hold down locations and spacing, specialty anchor locations and types • Stairwell location and framing enclosure if required to complete the conditioned space enclosure Floor Plans showing: • Location of the"insignia of approval" • Square footage area of rooms • Amounts of required/provided light and ventilation and emergency egress window locations • Location and amounts of wall bracing based on Table R602.10.3 and length requirements based on Table R602.10.5. • Location/type of fire rated wall assemblies • Header and beam sizes • Attic access locations • Locations of cathedral or vaulted ceilings • Applicable project specific notes Building Cross Sections showing: • Identification of structural members and roof system • Materials used in roof and wall assemblies • Insulation locations and types, sizes and "R"values • Field completed insulation assemblies Page 2 of 3 • Building integration details (module connections) • Location/type of horizontal fire separation and required fire blocking • Roof truss bracing and structural connections (uplift, lateral, etc.) • Attic ventilation • Applicable project specific notes Building Elevations showing: • Floor to floor wall heights • Finished grade line with distance to 1 s'finished floor to show need for compliance with R313 for automatic sprinkler system. Show building mean roof height(MRH) • Siding materials • Window types, ventilation and egress area, U values • Statement concerning code required field completed items(stairs, landings, decks, handrails, lighting, etc.) • Label emergency egress windows • Applicable project specific notes Electrical Plans showing: • Smoke and carbon monoxide detector locations • GFCI outlet locations and arc fault protection provided • Junction box locations for field connections and miscellaneous future installations • Ventilation fan capacity and outlet locations • Electrical load calculations • Electric panel, Lighting and outlet locations • Applicable project specific notes Mechanical/Plumbing Plans showing: • Drain, waste and venting layout including all pipe sizes (specific to permit set) • Potable water supply piping (specific to permit set) • Type and location of domestic hot water heating system • Type and location of HVAC equipment and duct sizing information • Heat loss calculations (if HVAC is provided by manufacturer) Miscellaneous Plans and Details showing: • Manufacturers truss drawings including special requirements addressed such as sliding, drifting or unbalanced snow load conditions • Completed "Notice of Utilization of Truss Type Construction"form. (Title 19 NYCRR Part 1265) • Summary of references to system for selection of structural members • REScheck energy compliance reports (specific to permit set) • Window and Door Schedules providing manufacturers' information It should be noted that each page of drawings and calculations shall be signed, sealed, and dated by a New York State registered design professional. This approval is subject to the condition that all construction is to be in conformance with the 2020 New York State Uniform Code (2020 RCNYS). A copy of this letter shall accompany all plans and specifications submitted as part of a permit application to the local jurisdiction. Prior to shipment from the factory each manufactured home, model and component shall have securely attached thereto a NYS Insignia as stipulated in Part 1209 of Title 19 NYCRR, paragraph 1209.5. The Insignia of Approval Order form is available by emailed me at: donald.thomas@dos.ny.gov Please Note: Use the NEW System Approval Number(at the top of this letter) when ordering Insignia. Sincerely, Don Thomas Jr., AIA—Senior Architect Attachment: NYSDOS Stamped set of pdf Systems drawings cc: Harold Raup and Renee Moist—PFS Aaron Graybill-Signature Page 3of3 { ;-- a Rj a so►e e�:�e ,p 7° A e j� �vic �,• wg 'a z 0 y pg U ZN O�: rya �_[ P Q O W U Z y J T N c / t Q pp 8� �� e � is a a a a $ o E a i a if 3y t�d�' - W O NW � 91 §§ e 61a1 9� g, 1� d �9 �aJy� N— I W Wy ck Q W d 111 a > N V 5 MORIWtY AND MllllE 4ORIART'r R4 �_...P�II �i�� CHMIE yAP Ti109 � ■; � 'MAD F'.1E0 �d 1 l [y.9i N❑pl EI�lt '��1 I ---` t O 15 SCNER OARO� d8 ti• 13 I N�F L.ANOS OF CR AIG and ea 20 l see'•Coe w_ ~ —--, � lid 0 I1W 0 .d nY J N lo tt jig .\ R\t ' Yl lO1MM YxOMiW_r__ill • 01; I \ 01 t I W 7 ' --______Or, Z U Z Q Q Q __________ I Q Z W t0 Ni '— 3 Z Q 0 Q T Ln ai 1.1 ;rl Q d a g fi: g oo••m•)i Y gboa W!e(Dorm•)e i g j CGenerated by REScheck-Web Software �J( Compliance Certificate Project LAZZ DEVELOPMENT- SPEC NORTH RIDGE Energy Code: 2018 IECC g pARV Location: Rye Brook, New York a�Q ��, �0', Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,353 ft2 Glazing Area 16% 032431'1 j Climate Zone: 4 (5832 HIDD) FOF N Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 259 NORTH RIDGE STREET LAZZ DEVELOPMENT SIGNATURE BUILDING SYSTEMS RYE BROOKE, NY 10573 211 SOUTH RIDGE STREET 1004 SPRINGBROOK AVE PORT CHESTER, NY 10573 MOOSIC, PA 18507 Compliance: Passes using UA trade-off Compliance: 4.2%Better Than Code Maximum UA: 497 Your UA: 476 Maximum SHGC: 0.40 Your SHGC: 0.31 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling: Raised or Energy Truss 1,664 38.0 0.0 0.025 0.026 42 43 BASEMENT WALL: Wood Frame, 16" o.c. 216 13.0 0.0 0.082 0.060 16 12 Door: Solid Door(under 50%glazing) 20 0.160 0.320 3 6 1ST FL WALLS:Wood Frame, 16" o.c. 1,540 21.0 0.0 0.057 0.060 66 69 Door 1: Solid Door(under 50%glazing) 66 0.160 0.320 11 21 Door 2: Glass Door(over 50%glazing) 64 0.320 0.320 20 20 SHGC: 0.27 1ST FL WINDOWS: Vinyl Frame 252 0.300 0.320 76 81 SHGC: 0.31 2ND FL WALLS: Wood Frame, 16" o.c. 1,436 21.0 0.0 0.057 0.060 68 72 2ND FL WINDOWS: Vinyl Frame 236 0.300 0.320 71 76 SHGC: 0.31 PERIMETER BANDS: Wood Frame, 16"o.c. 294 13.0 0.0 0.082 0.060 24 18 Floor: All-Wood Joist/Truss 1,689 19.0 0.0 0.047 0.047 79 79 Project Title: LAZZ DEVELOPMENT- SPEC NORTH RIDGE Report date: 07/14/21 Data filename: Page 1 of10 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. MARK FIELD MARK FIELD 7-14-21 Name-Title Signature Date 4 Project Title: LAZZ DEVELOPMENT- SPEC NORTH RIDGE Report date: 07/14/21 Data filename: Page 2 of REScheck Software Version : REScheck-Web C�(J Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% 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? Comments/Assumptions & Recl.ID 103.1, Construction drawings and ❑Complies 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the 11 building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable construction documents. _ 103.1, Construction drawings and ❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems. ❑Not Observable e, Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is Heating: Heating: ❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: J Manual J or other methods Btu/hr Btu/hr ❑Not Observable approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: LAZZ DEVELOPMENT- SPEC NORTH RIDGE Report date: 07/14/21 Data filename: Page 3 of10 Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 A protective covering is installed to ❑Complies [FO11]2 protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below grade. ❑Not Observable ❑Not Applicable 403.9 Snow-and ice-melting system controls ❑Complies [FO12]2 installed. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: LAZZ DEVELOPMENT- SPEC NORTH RIDGE Report date: 07/14/21 Data filename: Page 4 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.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 VI ❑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 J 303.1.3 U-factors of fenestration products ❑Complies [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or taken from the default table. ❑Not Observable ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not V11 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 [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate<2.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.3.1 Supply and return ducts in attics ❑Complies [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ R-6 where < 3 inches.Supply and ❑Not Observable return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 for< 3 inches in diameter. 403.3.2 Ducts, air handlers and filter ❑Complies [FR13]1 boxes are sealed with ❑Does Not joints/seams compliant with International Mechanical Code or ❑Not Observable International Residential Code, as ❑Not Applicable applicable. 403.3.5 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not ,0 ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids R- ; R- ❑Complies [FR17]2 above 105 4F or chilled fluids ❑Does Not to below 55 4F are insulated to>_R- j 3 ❑Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies [FR24]1 piping. ❑Does Not 91' ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ❑Complies [FR18]2 >_11-3. ❑Does Not Vi ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: LAZZ DEVELOPMENT-SPEC NORTH RIDGE Report date: 07/14/21 Data filename: Page 5 of10 Section Plans Verified Field Verified # Framing /Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.6 Automatic or gravity dampers are ❑Complies [FR1911 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: LAZZ DEVELOPMENT- SPEC NORTH RIDGE Report date: 07/14/21 Data filename: Page 6 of10 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled ❑Complies [IN13]2 :or the installed R-values ❑Does Not dJ ;provided. []Not Observable ❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ❑Complies ;See the Envelope Assemblies 402.2.E j❑ Wood ❑ Wood ❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable Q ❑Not Applicable 303.2, Floor insulation installed per ❑Complies 402.2.8 manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the underside of the subfloor, or floor ❑Not Observable 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 Q. requirement applies (FR10). ❑ Steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: LAZZ DEVELOPMENT-SPEC NORTH RIDGE Report date: 07/14/21 Data filename: Page 7 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2. ❑ Steel ❑ Steel [-]Not Observable 402.2.E[Fill' El Applicable 303.1.1.1, Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every ❑ 300 ft2. - Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door R- R- ❑Complies [F13]1 insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies [F117]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [F127]1 determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total leakage measured with a ❑Not Observable 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 ❑Complies [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.2.1 Air handler leakage designated ❑Complies [F124]1 by manufacturer at<=2%of ❑Does Not design air flow. -]Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [Flg]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed '❑Complies [FI10]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies [FI11]2 systems have automatic or ❑Does Not accessible manual controls. [-]Not Observable ❑Not Applicable 11 High Impact(Tier 1) 12 IMedium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: LAZZ DEVELOPMENT- SPEC NORTH RIDGE Report date: 07/14/21 Data filename: Page 8 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 All mechanical ventilation system ❑Complies [F125]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable R403.6.1. ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies [F[26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems ,.,, ❑Complies [FI28]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present.Controls for circulating hot water system pumps start the pump with signal 'for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies [FI29]2 comply with IEEE 515.1 or UL ❑Does Not 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 ❑Complies [F]30]2 systems have controls that ❑Does Not manage operation of the pump and limit the temperature of the ❑Not Observable water entering the cold water ❑Not Applicable piping to <= 104°F. 403.5.4 Drain water heat recovery units ❑Complies [F131]2 tested in accordance with CSA ❑Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units< 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. 404.1 90%or more of permanent ❑Complies [F16]1 fixtures have high efficacy lamps. ❑Does Not ❑Nat Observable ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies [FI23]3 no continuous pilot light. ❑Does Not Ij ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [F[7]2 ❑Does Not ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: LAZZ DEVELOPMENT- SPEC NORTH RIDGE Report date: 07/14/21 Data filename: Page 9 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 12 IMedium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: LAZZ DEVELOPMENT-SPEC NORTH RIDGE Report date: 07/14/21 Data filename: Page 10 of10 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.31 Door 0.16 0.27 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION IN RESIDENTIAL STRUCTURES (In accordance with Title 19 NYCRR PART 1265) Local Authority having jurisdiction logo.- TO:Name of Authority having jurisdiction: OWNER OF PROPERTY: North Ridge SUBJECT PROPERTY (ADDRESS AND TAX MAP NUMBER): 259 North Ridge st Rye Brook, NY 10573 West Chester PLEASE TAKE NOTICE THAT THE (CHECK ALL THAT APPLY): ❑ New Residential Structure ❑ Addition to Existing Residential Structure ❑ Rehabilitation to Existing Residential Structure TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT PROPERTY REFERENCE ABOVE WILL UTILIZE (check each applicable line): ❑ Truss Type Construction (TT) ❑ Pre-Engineered Wood Construction (PW) Timber Construction (TC) IN THE FOLLOWING LOCATION(S) (CHECK APPLICABLE LINE): ❑ Floor Framing, Including Girders and Beams (F) Roof Framing (R) ❑ Floor Framing and Roof Framing (FR) SIGNATURE: DATE: PRINT NAME: CAPACITY (Check One): ❑ Owner ❑ Owner's Representative JOB 221134 2nd story mate wall beam SHEET NO. 1 OF 2 CALCULATED BY MK DATE 7/23/2021 REVISED Load Calculation Procedure INPUTS CONSTANTS Location: MATEWALL Floor Live Load = 40 psf Supporting Roof: YES Floor Dead Load = 10 psf Number of Floor Supporting: 0 Wall Dead Load = 40 plf Cape Roof: NO Ceiling Dead Load = 6 psf Simply Supported Rafter: NO Note: Select 15psf Floor Dead Load when supporting the floors or stone counters. Reaction from Truss or Rafter= 230 lb Required Deflection Criteria Truss spacing = 16 in o.c. Live Load = L/240 Unit Width = 15.75 ft Total Load = L/ 180 Roof Live Load/Unbalanced Snow Load = 40 psf 30 Roof Dead Load = 20 psf Roof/Snow Load = 172.5 plf • Roof Live Load = 44.4 % % Roof Dead Load = 22.2 % •Attic Live Load = 33.3 % Load Duration for Wood Members Load Cases 1. D = 38.3 pif Cd = 0.9 2. D+ L = 95.8 plf Cd = 0.9 3. D+ (L,or S or R) = 115.0 pif Cd = 1.15 4. D + 0.75L+ 0.75(L,or S or R) = 172.5 pif Cd = 1.15 5. D + (0.6W or 0.7E) = 38.3 plf Cd= 0.9 6. D +0.75L+ (0.75(0.6W) or 0.525E) + 0.75(L,or S or R) = 153.3 plf Cd = 1.15 7a. 0.6D+ (0.6W) = 23.0 plf Cd = 0.9 7b. 0.6D+ (0.7E) = 23.0 plf Cd = 0.9 Check the highest load for each load duration factor when sizing wood members. Check the highest load and apply no load duration factor when sizing steel members. PDF created with pdfFactory Pro trial version www.pdffactory.com JOB 221134 2nd story ceiiling beam 2-1 SHEET NO. 2 OF 2 CALCULATED BY MK DATE 7/23/2021 REVISED Beam & Header Spans Beaml = 1.5"x 9.25" Speciesl = LVL Grade1= NA No.1/No.2 NA SPF Beam2 = None Species2= SPF Grade2= NA No.1/No.2 NA Quantity Per Box, Q1 = 2 dl= 9.25 in bl= 3.00 in Enter Beam w/Largest Quantity in Q1 Quantity Per Box, Q2= 0 d2= 0.00 in b2= 0.00 in Area, Al = 27.75 in Section Modulus, S1 = 42.78 in Moment of Inertia, 11 = 197.86 in Area, A2= 0.00 in Section Modulus, S2 = 0.00 in Moment of Inertia, 12= 0.00 in Load Duration Beam Stability Size Factor Repetitve Factor Deflection Criteria CD= 1.15 CL= 1.00 CF1 = 1.04 CR1 = 1.00 delta LL= 240 CF2= 1.00 CR2 = 1.00 delta TL= 180 Shear Moment Deflection Load Share Fv1 = 285 psi Fb1 = 2750 psi E1 = 2000000 psi Beaml = 100.00 % Fv2= 0 psi Fb2= 0 psi E2 = 0 psi Beam2= 0.00 % Controlling Load w = 172.5 plf Max Allowable Length = 224.6 in Actual Length Needed = 192.0 in Reaction at Each End = 1380.0 lb Minimum Bearing Length Required = 1.1 in Max Deflection = 0.643 in BEAM FASTENING REQUIREMENTS CONDITION 1 -TOP LOADED-2 TO 4 PLY BEAMS Number of Matewall Column Studs Per Box 12"deep or less-(2) rows of 0.131"x3" nails @ 8" D.C. Species & Grade Max 8ft Tall Column Max 9ft Tall Column > 12" &< 18" deep-(3) rows of 0.131"x3" nails @ 8"o.c. 2x3 2x4 2x6 2x3 2x4 2x6 > 18"deep- (4) rows of 0.131"x3" nails @ 8"o.c. s f#2 2 1 1 3 1 1 CONDITION 2- SIDE LOADED s f#3 3 2 1 3 2 1 2-Ply<=465plf(2) rows of 0.131"x3" nails @ 8"o.c. s f stud 3 2 1 3 2 1 2-Ply— 700plf(3) rows of 0.131"x3" nails @ 8"o.c. sp#2 2 1 1 T3 2 1 2-Ply<= 870plf(2) rows of 1/2" Bolts @ 12"D.C. 2-Ply> 870plf(3) rows of 1/2" Bolts @ 12" o.c. 3-Ply— 350plf(2) rows of 0.131"x3" nails @ 8"o.c. 3-Ply— 525plf(3) rows of 0.131"x3" nails @ 8"o.c. 3-Ply<=650plf(2) rows of 1/2" Bolts @ 12"o.c. 3-Ply> 650 If 3 rows of 1/2" Bolts @ 12" D.C. 4-PI 3 rows of 1/2" Bolts @ 12"o.c. Note: Stagger fastener rows and locate fasteners minimum 2"from all ends and edges. Space rows equally apart vertically. Fastener spacing is per row. PDF created with pdfFactory Pro trial version www.pdffactory.com JOB 221134 1 ST story mate wall beam SHEET NO. 1 OF 3 CALCULATED BY MK DATE 7/23/2021 REVISED Load Calculation Procedure INPUTS CONSTANTS Location: MATEWALL Floor Live Load = 40 psf Supporting Roof: YES Floor Dead Load = 10 psf Number of Floor Supporting: 1 Wall Dead Load = 40 plf Cape Roof: NO Ceiling Dead Load = 6 psf Simply Supported Rafter: NO Note: Select 15psf Floor Dead Load when supporting tile floors or stone counters. Beam located in Ceiling: Reaction from Truss or Rafter= 230 lb Required Deflection Criteria Truss spacing = 16 in D.C. Live Load = L/360 Unit Width = 15.75 ft Total Load = L/240 Roof Live Load/Unbalanced Snow Load = 40 psf 30 Roof Dead Load = 20 psf Roof/Snow Load = 172.5 plf % Roof Live Load = 44.4 % % Roof Dead Load = 22.2 % %Attic Live Load = 33.3 % Load Duration for Wood Members Load Cases 1. D = 157.1 plf Cd = 0.9 2. D+ L = 529.6 plf Cd= 1.0 3 D + (Lr or S or R) = 233.8 plf Cd = 1.15 4. D +0.75L+ 0.75(Lr or S or R) = 508.3 plf Cd = 1.15 5. D + (0.6W or 0.7E) = 157.1 plf Cd = 0.9 6. D+ 0.75L+ (0.75(0.6W) or 0.525E) + 0.75(L,or S or R) = 508.3 plf Cd = 1.15 7a. 0.6D+ (0.6W) = 94.3 plf Cd = 0.9 7b. 0.6D+ (0.7E) 94.3 plf Cd = 0.9 Check the highest load for each load duration factor when sizing wood members. Check the highest load and apply no load duration factor when sizing steel members. PDF created with pdfFactory Pro trial version www.pdffactory.com JOB 221134 1ST story ceiiling beam 1-1 SHEET NO. 2 OF 3 CALCULATED BY MK DATE 7/23/2021 REVISED Beam & Header Spans Beaml = 1.5"x 9.25" Speciesl = LVL Grade = NA No.1/No.2 NA SPF Beam2 = None Species2= SPF Grade2= NA No.1/No2 NA Quantity Per Box, Q1 = 2 dl= 9.25 in bl= 3.00 in Enter Beam w/Largest Quantity in Q1 Quantity Per Box, Q2= 0 d2= 0.00 in b2= 0.00 in Area, Al = 27.75 in Section Modulus, S1 = 42.78 in Moment of Inertia, 11 = 197.86 in Area, A2= 0.00 in Section Modulus, S2= 0.00 in Moment of Inertia, 12 = 0.00 in Load Duration Beam Stability Size Factor Repetitve Factor Deflection Criteria CID= 1.00 CL= 1.00 CF1 = 1.04 CR1 = 1.00 delta LL= 360 CF2= 1.00 CR2= 1.00 delta TL= 240 Shear Moment Deflection Load Share Fv1 = 285 psi Fb1 = 2750 psi El = 2000000 psi Beaml = 100.00 % Fv2= 0 psi Fb2= 0 psi E2= 0 psi Beam2= 0.00 % Controlling Load w = 529.6 plf Max Allowable Length = 139.5 in Actual Length Needed = 120.0 in Reaction at Each End = 2647.9 lb Minimum Bearing Length Required = 2.1 in Max Deflection = 0.301 in BEAM FASTENING REQUIREMENTS CONDITION 1 -TOP LOADED-2 TO 4 PLY BEAMS Species& Number of Matewall Column Studs Per Box 12"deep or less- (2) rows of 0.131"x3" nails @ 8"o.c. Grade Max 8ft Tall Column Max 9ft Tall Column > 12" & < 18"deep- (3) rows of 0.131"x3"nails @ 8"o.c. 2x3 2x4 2x6 2x3 2x4 2x6 > 18" deep- (4) rows of 0.131"x3" nails @ 8"o.c. s f#2 3 2 1 4 2 2 CONDITION 2- SIDE LOADED s f#3 4 2 2 NG 2 2 2-Ply<=465plf(2) rows of 0.131"x3" nails @ 8" D.C. s f stud 4 2 2 NG 2 2 2-Ply<= 700plf(3) rows of 0.131"x3" nails @ 8" D.C. sp#2 3 2 1 4 2 2 2-Ply<= 870plf(2) rows of 1/2" Bolts @ 12" D.C. 2-Ply> 870plf(3) rows of 1/2" Bolts @ 12"o.c. 3-Ply- 350plf(2) rows of 0.131"x3" nails @ 8"o.c. 3-Ply<= 525plf(3) rows of 0.131"x3" nails @ 8"o.c. 3-Ply<=650plf(2) rows of 1/2" Bolts @ 12"o.c. 3-Ply>650 If 3 rows of 1/2" Bolts @ 12" D.C. 4-PI 3 rows of 1/2" Bolts @ 12"o.c. Note: Stagger fastener rows and locate fasteners minimum 2"from all ends and edges. Space rows equally apart vertically. Fastener spacing is per row. PDF created with pdfFactory Pro trial version www.pdffactory.com JOB 221134 1ST story ceiiling beam (1-2) SHEET NO. 3 OF 3 CALCULATED BY MK DATE 7/23/2021 REVISED Beam & Header Spans SPF Beaml = 2x12 Speciesl = SPF Grade1= NA No.1/No.2 NA Beam2= None Species2 = NA Grade2= NA No.1/No.2 NA Quantity Per Box, Q1 = 2 dl= 11.25 in bl= 3.00 in Enter Beam w/Largest Quantity in Q1 Quantity Per Box, Q2 = 0 d2= 0.00 in b2= 0.00 in Area, Al = 33.75 in Section Modulus, S1 = 63.28 in Moment of Inertia, 11 = 355.96 in Area, A2 = 0.00 in Section Modulus, S2 = 0.00 in Moment of Inertia, 12 = 0.00 in Load Duration Beam Stability Size Factor Repetitve Factor Deflection Criteria CD= 1.00 CL= 1.00 CF1 = 1.00 CR1 = 1.00 delta LL= 360 CF2= 1.00 CR2= 1.00 delta TL= 240 Shear Moment Deflection Load Share F 1 = 135 psi Fb1 = 875 psi E1 = 1400000 psi Beaml = 100.00 % F 2= 0 psi Fb2= 0 psi E2= 0 psi Beam2 = 0.00 % Controlling Load w = 529.6 plf Max Allowable Length = 100.2 in Actual Length Needed = 96.0 in Reaction at Each End = 2118.3 lb Minimum Bearing Length Required = 1.7 in Max Deflection = 0.098 in BEAM FASTENING REQUIREMENTS CONDITION 1 -TOP LOADED -2 TO 4 PLY BEAMS Species at Number of Matewall Column Studs Per Box 12"deep or less-(2) rows of 0.131"x3" nails @ 8" o.c. Grade Max 8ft Tall Column Max 9ft Tall Column > 12" &< 18"deep-(3) rows of 0.131"x3" nails @ 8"o.c. 2x3 2x4 2x6 2x3 2x4 2x6 > 18" deep- (4) rows of 0.131"x3" nails @ 8" D.C. s f#2 3 2 1 4 2 1 CONDITION 2-SIDE LOADED s f#3 3 2 1 4 2 2 2-Ply<=465plf(2) rows of 0.131"x3" nails @ 8" o.c. s f stud 3 2 1 4 2 2 2-Ply<= 700plf(3) rows of 0.131"x3" nails @ 8"o.c. sp#2 3 2 1 4 2 1 2-Ply<= 870plf(2) rows of 1/2" Bolts @ 12"o.c. 2-Ply> 870plf(3) rows of 1/2" Bolts @ 12"o.c. 3-Ply<= 350plf(2) rows of 0.131"x3" nails @ 8"o.c. 3-Ply<= 525plf(3) rows of 0.131"x3" nails @ 8"o.c. 3-Ply<=650plf(2) rows of 1/2" Bolts @ 12"D.C. 3-Ply>650 If 3 rows of 1/2" Bolts @ 12"o.c. 4-PI 3 rows of 1/2" Bolts @ 12"o.c. Note: Stagger fastener rows and locate fasteners minimum 2"from all ends and edges. Space rows equally apart vertically. Fastener spacing is per row. PDF created with pdfFactory Pro trial version www.pdffactory.com JOB 221134 2nd Story exterior headers SHEET NO. 1 OF 4 CALCULATED BY MK DATE 7/23/2021 REVISED Load Calculation Procedure INPUTS CONSTANTS Location: SIDEWALL Floor Live Load = 40 psf Supporting Roof: YES Floor Dead Load = 10 psf Number of Floor Supporting: 0 Wall Dead Load= 62 plf Cape Roof: NO Ceiling Dead Load = 6 psf Simply Supported Rafter: NO Note: Select 15psf Floor Dead Load when supporting tile floors or stone counters. Reaction from Truss or Rafter= 970 lb Required Deflection Criteria Truss spacing = 16 in D.C. Live Load = L/240 Unit Width = 15.75 ft Total Load = L/ 180 Roof Live Load/Unbalanced Snow Load = 40 psf 30 Roof Dead Load = 20 psf Roof/Snow Load = 727.5 plf • Roof Live Load = 44.4 % % Roof Dead Load = 22.2 % •Attic Live Load = 33.3 % Load Duration for Wood Members Load Cases 1. D = 161.7 plf Cd = 0.9 2. D+ L = 404.2 plf Cd = 0.9 3. D+ (Lr or S or R) = 485.0 plf Cd = 1.15 4. D+ 0.75L+ 0.75(Lr or S or R) = 727.5 plf Cd = 1.15 5. D+ (0.6W or 0.7E) = 161.7 plf Cd = 0.9 6. D +0.75L+ (0.75(0.6W) or 0.525E) + 0.75(Lr or S or R) = 646.7 plf Cd = 1.15 7a. 0.6D + (0.6W) = 97.0 plf Cd = 0.9 7b. 0.61D+ (0.7E) = 97.0 plf Cd= 0.9 Check the highest load for each load duration factor when sizing wood members. Check the highest load and apply no load duration factor when sizing steel members. PDF created with pdfFactory Pro trial version www.pdffactory.com JOB 221134 2nd Story exterior headers (HDR2-1) SHEET NO. 2 OF 4 CALCULATED BY MK DATE 7/23/2021 REVISED Beam & Header Spans SPF Beaml = 2x6 Speciesl = SPF Gradel= NA No.1/No.2 NA Beam2= None Species2= Grade2= NA NA NA Quantity Per Box, Q1 = 2 dl= 5.50 in bl= 3.00 in Enter Beam w/Largest Quantity in Q1 Quantity Per Box, Q2= d2= 0.00 in b2= 0.00 in Area, Al = 16.50 in Section Modulus, S1 = 15.13 in Moment of Inertia, 11 = 41.59 in Area, A2 = 0.00 in Section Modulus, S2= 0.00 in Moment of Inertia, 12 = 0.00 in Load Duration Beam Stability Size Factor Repetitve Factor Deflection Criteria CD= 1.15 CL= 1.00 CF1 = 1.30 CR1 = 1.00 delta ILL= 240 CF2= 1.00 CR2 = 1.00 delta TL= 180 Shear Moment Deflection Load Share F 1 = 135 psi Fb1 = 875 psi E1 = 1400000 psi Beaml = 100.00 % Fv2= 0 psi Fb2= 0 psi E2 = 0 psi Beam2= 0.00 % Controlling Load w = 727.5 plf Max Allowable Length = 51.1 in Actual Length Needed = 40.0 in Reaction at Each End = 1212.5 lb Minimum Bearing Length Required = 1.0 in Max Deflection = 0.035 in BEAM FASTENING REQUIREMENTS CONDITION 1 -TOP LOADED-2 TO 4 PLY BEAMS 12"deep or less- (2) rows of 0.131"x3" nails @ 8"o.c. > 12"&< 18" deep- (3) rows of 0.131"x3" nails @ 8"o.c. > 18"deep-(4) rows of 0.131"x3" nails @ 8" o.c. CONDITION 2-SIDE LOADED 2-Ply<=465plf(2) rows of 0.131"x3" nails @ 8"o.c. 2-Ply<= 700plf(3) rows of 0.131"x3" nails @ 8"o.c. 2-Ply<= 870plf(2) rows of 1/2" Bolts @ 12"o.c. 2-Ply> 870plf(3) rows of 1/2" Bolts @ 12" o.c. Number of Jack Studs Per Box 3-Ply— 350plf(2) rows of 0.131"x3" nails @ 8" o.c. Grade 2-PI Header 3- I Header 3-Ply<= 525plf(3) rows of 0.131"x3" nails @ 8" o.c. 2x3 2x4 2x6 2x3 2x4 2x6 3-Ply<=650plf(2) rows of 1/2" Bolts @ 12"o.c. Ispf pecies& #2 1 1 1 1 1 1 3-Ply>650 If 3 rows of 1/2" Bolts @ 12"o.c. s f#3 2 1 1 2 1 1 4-PI 3 rows of 1/2" Bolts @ 12"o.c. s f stud 2 1 1 2 1 1 Note: Stagger fastener rows and locate fasteners minimum sp#2 1 1 1 2 1 1 2"from all ends and edges. Space rows equally apart vertically. Fastener spacing is per row. PDF created with pdfFactory Pro trial version www.pdffactory.com JOB 221134 2nd Story exterior headers (HDR2-2) SHEET NO. 3 OF 4 CALCULATED BY MK DATE 7/23/2021 REVISED Beam & Header Spans SPF Beaml = 2xl0 Speciesl = SPF Grade1= NA No.1/No.2 NA Beam2= None Species2 = Grade2= NA NA NA Quantity Per Box, Q1 = 2 dl= 9.25 in bl= 3.00 in Enter Beam w/Largest Quantity in Q1 Quantity Per Box, Q2= d2= 0.00 in b2= 0.00 in Area, Al = 27.75 in Section Modulus, S1 = 42.78 in Moment of Inertia, 11 = 197.86 in Area, A2 = 0.00 in Section Modulus, S2= 0.00 in Moment of Inertia, 12 = 0.00 in Load Duration Beam Stability Size Factor Repetitve Factor Deflection Criteria CD= 1.15 CL= 1.00 CF1 = 1.10 CR1 = 1.00 delta LL= 240 CF2= 1.00 CR2 = 1.00 delta TL= 180 Shear Moment Deflection Load Share Fv1 = 135 psi Fb1 = 875 psi E1 = 1400000 psi Beaml = 100.00 % Fvz= 0 psi Fb2= 0 psi E2 = 0 psi Beam2= 0.00 % Controlling Load w = 727.5 plf Max Allowable Length = 79.0 in Actual Length Needed = 78.0 in Reaction at Each End = 2364.4 lb Minimum Bearing Length Required = 1.9 in Max Deflection = 0.105 in BEAM FASTENING REQUIREMENTS CONDITION 1 -TOP LOADED-2 TO 4 PLY BEAMS 12"deep or less- (2) rows of 0.131"x3" nails @ 8"o.c. > 12"&< 18"deep-(3) rows of 0.131"x3" nails @ 8"o.c. > 18"deep- (4) rows of 0.131"x3" nails @ 8"o.c. CONDITION 2-SIDE LOADED 2-Ply<=465plf(2) rows of 0.131"x3" nails @ 8" o.c. 2-Ply<=700plf(3) rows of 0.131"x3" nails @ 8" o.c. 2-Ply<= 870plf(2) rows of 1/2" Bolts @ 12"o.c. 2-Ply> 870plf(3) rows of 1/2" Bolts @ 12"o.c. Species& Number of Jack Studs Per Box 3-Ply<= 350plf(2) rows of 0.131"x3" nails @ 8"o.c. Grade 2-)ly Header 3-ply Header 3-Ply— 525plf(3) rows of 0.131"x3" nails @ 8"o.c. 2x3 2x4 2x6 2x3 2x4 2x6 3-Ply<=650plf(2) rows of 1/2" Bolts @ 12"o.c. s f#2 2 2 2 2 2 1 3-Ply> 650 If 3 rows of 1/2" Bolts @ 12" o.c. s f#3 3 2 2 3 2 1 4-PI (3) rows of 1/2" Bolts @ 12"o.c. s f stud 3 2 2 3 2 1 Note: Stagger fastener rows and locate fasteners minimum sp#2 2 1 2 1 2 1 3 1 2 1 2"from all ends and edges. Space rows equally apart vertically. Fastener spacing is per row. PDF created with pdfFactory Pro trial version www.pdffactory.com JOB 221134 2nd Story exterior headers (HDR2-3) SHEET NO. 4 OF 4 CALCULATED BY MK DATE 7/23/2021 REVISED Beam & Header Spans Beaml = 1.5"x 9.25" Species = LVL Gradel= NA No.1/No.2 NA Beam2 = None Species2 = Grade2= NA NA NA Quantity Per Box, Q1 = 2 dl= 9.25 in bl= 3.00 in Enter Beam w/Largest Quantity in Q1 Quantity Per Box, Q2= d2= 0.00 in b2= 0.00 in Area, Al = 27.75 in Section Modulus, S1 = 42.78 in Moment of Inertia, 11 = 197.86 in Area, A2 = 0.00 in Section Modulus, S2= 0.00 in Moment of Inertia, 12 = 0.00 in Load Duration Beam Stability Size Factor Repetitve Factor Deflection Criteria CD= 1.15 CL= 1.00 CF1 = 1.04 CR1 = 1.00 delta LL= 240 CF2= 1.00 CR2= 1.00 delta TL= 180 Shear Moment Deflection Load Share Fv1 = 285 psi Fb1 = 2750 psi E1 = 2000000 psi Beaml = 100.00 % Fv2= 0 psi Fb2= 0 psi E2 = 0 psi Beam2= 0.00 % Controlling Load w = 727.5 plf Max Allowable Length = 136.0 in Actual Length Needed = 132.0 in Reaction at Each End = 4001.3 lb Minimum Bearing Length Required = 3.1 in Max Deflection = 0.606 in BEAM FASTENING REQUIREMENTS CONDITION 1 -TOP LOADED-2 TO 4 PLY BEAMS 12"deep or less-(2) rows of 0.131"x3" nails @ 8"o.c. > 12" &< 18"deep-(3) rows of 0.131"x3" nails @ 8" D.C. > 18" deep- (4) rows of 0.131"x3" nails @ 8"o.c. CONDITION 2-SIDE LOADED 2-Ply<=465plf(2) rows of 0.131"x3" nails @ 8"o.c. 2-Ply— 700plf(3) rows of 0.131"x3" nails @ 8" D.C. 2-Ply<= 870plf(2) rows of 1/2" Bolts @ 12"D.C. 2-Ply> 870plf(3) rows of 1/2" Bolts @ 12"D.C. Species& Number of Jack Studs Per Box 3-Ply<= 350plf(2) rows of 0.131"x3" nails @ 8"o.c. Grade —2-)1y Header 3-ply Header 3-Ply<= 525plf(3) rows of 0.131"x3" nails @ 8"D.C. 2x3 2x4 2x6 2x3 2x4 2x6 3-Ply<=650plf(2) rows of 1/2" Bolts @ 12"D.C. s f#2 3 3 3 3 2 2 3-Ply>650 If 3 rows of 1/2" Bolts @ 12"D.C. s f#3 4 3 3 4 2 2 4-PI 3 rows of 1/2" Bolts 12"D.C. s f stud 4 3 3 4 2 2 Note: Stagger fastener rows and locate fasteners minimum sp#2 4 3 3 4 2 2 2"from all ends and edges. Space rows equally apart vertically. Fastener spacing is per row. PDF created with pdfFactory Pro trial version www.pdffactory.com JOB 221134 1 st Story exterior headers SHEET NO. 1 OF 6 CALCULATED BY MK DATE 7/23/2021 REVISED Load Calculation Procedure INPUTS CONSTANTS Location: SIDEWALL Floor Live Load = 40 psf Supporting Roof: YES Floor Dead Load = 10 psf Number of Floor Supporting: 1 Wall Dead Load= 62 plf Cape Roof: NO Ceiling Dead Load = 6 psf Simply Supported Rafter: NO Note: Select 15psf Floor Dead Load when supporting tile floors or stone counters. Beam located in Ceiling: Reaction from Truss or Rafter= 970 lb Required Deflection Criteria Truss spacing = 16 in D.C. Live Load = L/360 Unit Width = 15.75 ft Total Load= L/240 Roof Live Load/Unbalanced Snow Load = 40 psf 30 Roof Dead Load = 20 psf Roof/Snow Load = 727.5 plf • Roof Live Load = 44.4 % • Roof Dead Load = 22.2 % •Attic Live Load = 33.3 % Load Duration for Wood Members Load Cases 1. D = 302.4 plf Cd = 0.9 2. D+ L = 859.9 plf Cd = 1.0 3 D+ (Lr or S or R) = 625.8 plf Cd = 1.15 4. D + 0.75L+ 0.75(Lr or S or R) = 1023.7 plf Cd = 1.15 5. D+ (0.6W or 0.7E) = 302.4 plf Cd = 0.9 6. D + 0.75L+ (0.75(0.6W) or 0.525E) + 0.75(L,or S or R) = 1023.7 plf Cd = 1.15 7a. 0.6D+ (0.6W) = 181.5 plf Cd = 0.9 7b. 0.6D+ (0.7E) = 181.5 plf Cd = 0.9 Check the highest load for each load duration factor when sizing wood members. Check the highest load and apply no load duration factor when sizing steel members. PDF created with pdfFactory Pro trial version www.pdffactory.com JOB 221134 1st Story exterior headers (HDR1-1) SHEET NO. 2 OF 6 CALCULATED BY MK DATE 7/23/2021 REVISED Beam & Header Spans SPF Beaml = 2x10 Speciesl = SPF Gradel= NA No.1/No.2 NA SPF Beam2= 2x6 Species2 = SPF Grade2= NA No.1/No.2 NA Quantity Per Box, Q1 = 1 dl= 9.25 in bl= 1.50 in Enter Beam w/Largest Quantity in Q1 Quantity Per Box, Q2= 2 d2= 5.50 in b2= 3.00 in Area, Al = 13.88 in Section Modulus, S1 = 21.39 in Moment of Inertia, 11 = 98.93 in Area, A2= 16.50 in Section Modulus, S2= 15.13 in Moment of Inertia, 12= 41.59 in Load Duration Beam Stability Size Factor Repetitve Factor Deflection Criteria CD= 1.15 CL= 1.00 CF1 = 1.10 CR1 = 1.00 delta LL= 360 CF2= 1.30 CR2= 1.00 delta TL= 240 Shear Moment Deflection Load Share F 1 = 135 psi Fb1 = 875 psi E1 = 1400000 psi Beaml = 70.40 % F 2= 135 psi Fb2= 875 psi E2= 1400000 psi Beam2 = 29.60 % Controlling Load w = 1023.7 plf Max Allowable Length = 56.2 in Actual Length Needed = 40.0 in Reaction at Each End = 1706.1 lb Minimum Bearing Length Required = 2.7 in Max Deflection = 0.014 in BEAM FASTENING REQUIREMENTS CONDITION 1 -TOP LOADED-2 TO 4 PLY BEAMS 12"deep or less-(2) rows of 0.131"x3" nails @ 8"D.C. > 12" &< 18"deep-(3) rows of 0.131"x3" nails @ 8" o.c. > 18" deep- (4) rows of 0.131"x3" nails @ 8" o.c. CONDITION 2-SIDE LOADED 2-Ply<=465plf(2) rows of 0.131"x3" nails @ 8"o.c. 2-Ply<=700plf(3) rows of 0.131"x3" nails @ 8"o.c. 2-Ply<= 870plf(2) rows of 1/2" Bolts @ 12"o.c. 2-Ply> 870plf(3) rows of 1/2" Bolts @ 12"D.C. Species & Number of Jack Studs Per Box 3-Ply<= 350plf(2) rows of 0.131"x3" nails @ 8" o.c. Grade 2-)Iy Header 3-ply Header 3-Ply<= 525plf(3) rows of 0.131"x3" nails @ 8"o.c. 2x3 2x4 2x6 2x3 2x4 2x6 3-Ply<=650plf(2) rows of 1/2" Bolts @ 12"o.c. s f#2 2 1 1 2 1 1 3-Ply> 650 If 3) rows of 1/2" Bolts @ 12"o.c. s f#3 2 1 1 2 1 1 4-PI 3 rows of 1/2" Bolts @ 12"o.c. s f stud 2 1 1 2 1 1 Note: Stagger fastener rows and locate fasteners minimum sp#2 2 1 1 21 1 1 2"from all ends and edges. Space rows equally apart vertically. Fastener spacing is per row. PDF created with pdfFactory Pro trial version www.pdffactory.com JOB 221134 1 st Story exterior headers (HDR1-2) SHEET NO. 3 OF 6 CALCULATED BY MK DATE 7/23/2021 REVISED Beam & Header Spans SPF Beaml = 2x10 Species1 = SPF Gradel= NA No.1/No.2 NA SPF Beam2= 2x10 Species2= SPF Grade2= NA No.1/No.2 NA Quantity Per Box, Q1 = 1 d1= 9.25 in bl= 1.50 in Enter Beam w/Largest Quantity in Q1 Quantity Per Box, Q2= 2 d2= 9.25 in b2= 3.00 in Area, Al = 13.88 in Section Modulus, S1 = 21.39 in Moment of Inertia, 11 = 98.93 in Area, A2 = 27.75 in Section Modulus, S2 = 42.78 in Moment of Inertia, 12= 197.86 in Load Duration Beam Stability Size Factor Repetitve Factor Deflection Criteria CD= 1.15 CL= 1.00 CF1 = 1.10 CR1 = 1.00 delta LL= 360 CF2= 1.10 CR2 = 1.00 delta TL= 240 Shear Moment Deflection Load Share F 1 = 135 psi Fb1 = 875 psi E1 = 1400000 psi Beaml = 33.33 % F 2= 135 psi Fb2= 875 psi E2 = 1400000 psi Beam2= 66.67 % Controlling Load w = 1023.7 plf Max Allowable Length = 81.6 in Actual Length Needed = 74.0 in Reaction at Each End = 3156.3 lb Minimum Bearing Length Required = 5.0 in Max Deflection = 0.080 in BEAM FASTENING REQUIREMENTS CONDITION 1 -TOP LOADED-2 TO 4 PLY BEAMS 12"deep or less- (2) rows of 0.131"x3" nails @ 8"o.c. > 12" &< 18"deep-(3) rows of 0.131"x3" nails @ 8"o.c. > 18" deep- (4) rows of 0.131"x3" nails @ 8" o.c. CONDITION 2- SIDE LOADED 2-Ply—465plf(2) rows of 0.131"x3" nails @ 8"o.c. 2-Ply<=700plf(3) rows of 0.131"x3" nails @ 8"o.c. 2-Ply— 870plf(2) rows of 1/2" Bolts @ 12"o.c. 2-Ply> 870plf(3) rows of 1/2" Bolts @ 12" o.c. Species& Number of Jack Studs Per Box 3-Ply<= 350plf(2) rows of 0.1 31"x3" nails @ 8"o.c. Grade 2-)Iy Header 3-ply Header 3-Ply<= 525plf(3) rows of 0.131"x3" nails @ 8"o.c. 2x3 2x4 2x6 2x3 2x4 2x6 3-Ply<=650plf(2) rows of 1/2" Bolts @ 12"o.c. s f#2 3 2 2 3 2 2 3-Ply>650 If 3 rows of 1/2" Bolts @ 12"o.c. s f#3 3 2 2 3 2 2 4-PI 3 rows of 1/2" Bolts @ 12" o.c. s f stud 3 2 2 3 2 2 Note: Stagger fastener rows and locate fasteners minimum sp#2 3 1 2 1 2 3 1 2 1 2 2"from all ends and edges. Space rows equally apart vertically. Fastener spacing is per row. PDF created with pdfFactory Pro trial version www.pdffactory.com JOB 221134 1st Story exterior headers (HDR1-3) SHEET NO. 4 OF 6 CALCULATED BY MK DATE 7/23/2021 REVISED Beam & Header Spans Beaml = 1.5"x 9.25" Speciesl = LVL Gradel= NA No.1/No.2 NA Beam2 = None Species2= Grade2= NA NA NA Quantity Per Box, Q1 = 2 dl= 9.25 in bl= 3.00 in Enter Beam w/Largest Quantity in Q1 Quantity Per Box, Q2= d2= 0.00 in b2= 0.00 in Area, Al = 27.75 in Section Modulus, S1 = 42.78 in Moment of Inertia, 11 = 197.86 in Area, A2= 0.00 in Section Modulus, S2 = 0.00 in Moment of Inertia, 12= 0.00 in Load Duration Beam Stability Size Factor Repetitve Factor Deflection Criteria CD= 1.15 CL= 1.00 CF1 = 1.04 CR1 = 1.00 delta LL= 360 CF2= 1.00 CR2= 1.00 delta TL= 240 Shear Moment Deflection Load Share F 1 = 285 psi Fb1 = 2750 psi E1 = 2000000 psi Beaml = 100.00 % F 2= 0 psi Fb2= 0 psi E2 = 0 psi Beam2= 0.00 % Controlling Load w = 1023.7 plf Max Allowable Length = 112.0 in Actual Length Needed = 98.0 in Reaction at Each End = 4180.0 lb Minimum Bearing Length Required = 3.3 in Max Deflection = 0.259 in BEAM FASTENING REQUIREMENTS CONDITION 1 -TOP LOADED-2 TO 4 PLY BEAMS 12"deep or less- (2) rows of 0.131"x3" nails @ 8"D.C. > 12" &< 18"deep- (3) rows of 0.131"x3" nails @ 8" D.C. > 18" deep- (4) rows of 0.131"x3" nails @ 8"o.c. CONDITION 2-SIDE LOADED 2-Ply—465plf(2) rows of 0.131"x3" nails @ 8" o.c. 2-Ply<=700plf(3) rows of 0.131"x3" nails @ 8"o.c. 2-Ply<= 870plf(2) rows of 1/2" Bolts @ 12"D.C. 2-Ply> 870plf(3) rows of 1/2" Bolts @ 12"o.c. Species& Number of Jack Studs Per Box 3-Ply<= 350plf(2) rows of 0.131"x3" nails @ 8" o.c. Grade 2-)Iy Header 3-ply Header 3-Ply— 525plf(3) rows of 0.131"x3" nails @ 8" o.c. 2x3 2x4 2x6 2x3 2x4 2x6 3-Ply<=650plf(2) rows of 1/2" Bolts @ 12"o.c. s f#2 4 3 3 4 2 2 3-Ply>650 If 3 rows of 1/2" Bolts @ 12"o.c. s f#3 4 3 3 4 3 2 4-PI 3 rows of 1/2" Bolts @ 12" D.C. s f stud 4 3 3 4 3 2 Note: Stagger fastener rows and locate fasteners minimum sp#2 4 1 3 1 3 4 1 2 1 2 2"from all ends and edges. Space rows equally apart vertically. Fastener spacing is per row. PDF created with pdfFactory Pro trial version www.pdffactory.com JOB 221134 1st Story exterior headers(HDR1-4) SHEET NO. 5 OF 6 CALCULATED BY MK DATE 7/23/2021 REVISED Beam & Header Spans Beaml = 1.5"x 18" Speciesl = LVL Gradel= NA No.1/No.2 NA Beam2 = None Species2= LVL Grade2= NA NA NA Quantity Per Box, Q1 = 3 dl= 18.00 in bl= 4.50 in Enter Beam w/Largest Quantity in Q1 Quantity Per Box, Q2= 0 d2= 0.00 in b2= 0.00 in Area, Al = 81.00 in Section Modulus, S1 = 243.00 in Moment of Inertia, 11 = 2187.00 in Area, A2= 0.00 in Section Modulus, S2= 0.00 in Moment of Inertia, 12 = 0.00 in Load Duration Beam Stability Size Factor Repetitve Factor Deflection Criteria CD= 1.15 CL= 1.00 CF1 = 0.95 CR1 = 1.00 delta LL= 360 CF2= 1.00 CR2 = 1.00 delta TL = 240 Shear Moment Deflection Load Share Fv1 = 285 psi Fb1 = 2750 psi E1 = 2000000 psi Beaml = 100.00 % Fv2 = 0 psi Fb2= 0 psi E2= 0 psi Beam2= 0.00 % Controlling Load w = 1023.7 plf Max Allowable Length = 249.4 in Actual Length Needed = 240.0 in Reaction at Each End = 10236.7 lb Minimum Bearing Length Required = 5.4 in Max Deflection = 0.843 in BEAM FASTENING REQUIREMENTS CONDITION 1 -TOP LOADED-2 TO 4 PLY BEAMS 12"deep or less- (2) rows of 0.131"x3" nails @ 8"o.c. > 12"&< 18"deep- (3) rows of 0.131"x3" nails @ 8"o.c. > 18" deep- (4) rows of 0.131"x3" nails @ 8"o.c. CONDITION 2- SIDE LOADED 2-Ply<=465plf(2) rows of 0.131"x3" nails @ 8"o.c. 2-Ply—700plf(3) rows of 0.131"x3" nails @ 8"o.c. 2-Ply<= 870plf(2) rows of 1/2" Bolts @ 12" D.C. 2-Ply> 870plf(3) rows of 1/2" Bolts @ 12"o.c. Species& Number of Jack Studs Per Box 3-Ply<= 350plf(2) rows of 0.131"x3" nails @ 8"o.c. Grade 2-)Iy Header 3-ply Header 3-Ply<= 525plf(3) rows of 0.131"x3" nails @ 8"o.c. 2x3 2x4 2x6 2x3 2x4 2x6 3-Ply<=650plf(2) rows of 1/2" Bolts @ 12"o.c. s f#2 NG NG NG NG 5 4 3-Ply>650 If 3 rows of 1/2" Bolts @ 12" o.c. s f#3 NG NG NG NG NG 4 4-PI 3 rows of 1/2" Bolts @ 12"o.c. s f stud NG NG NG NG 5 4 Note: Stagger fastener rows and locate fasteners minimum sp#2 NG I NG I NG I NG 1 5 1 4 2"from all ends and edges. Space rows equally apart vertically. Fastener spacing is per row. PDF created with pdfFactory Pro trial version www.pdffactory.com JOB 221134 1st Story exterior headers (HDR1-5) SHEET NO. 6 OF 6 CALCULATED BY MK DATE 7/23/2021 REVISED Beam & Header Spans Beaml = 1.5"x 14" Speciesl = LVL Gradel= NA No.1/No.2 NA Beam2 = None Species2= LVL Grade2= NA NA NA Quantity Per Box, Q1 = 3 dl= 14.00 in bl= 4.50 in Enter Beam w/Largest Quantity in Q1 Quantity Per Box, Q2= 0 d2= 0.00 in b2= 0.00 in Area, Al = 63.00 in Section Modulus, S1 = 147.00 in Moment of Inertia, 11 = 1029.00 in Area, A2 = 0.00 in Section Modulus, S2= 0.00 in Moment of Inertia, 12 = 0.00 in Load Duration Beam Stability Size Factor Repetitve Factor Deflection Criteria CD= 1.15 CL= 1.00 CF1 = 0.98 CR1 = 1.00 delta LL= 360 CF2= 1.00 CR2= 1.00 delta TL= 240 Shear Moment Deflection Load Share Fvj = 285 psi Fb1 = 2750 psi E1 = 2000000 psi Beaml = 100.00 % F z= 0 psi Fb2= 0 psi E2= 0 psi Beam2= 0.00 % Controlling Load w = 1023.7 plf Max Allowable Length = 194.0 in Actual Length Needed = 160.0 in Reaction at Each End = 6824.4 lb Minimum Bearing Length Required = 3.6 in Max Deflection = 0.354 in BEAM FASTENING REQUIREMENTS CONDITION 1 -TOP LOADED-2 TO 4 PLY BEAMS 12" deep or less- (2) rows of 0.131"x3" nails @ 8"o.c. > 12" &< 18"deep- (3) rows of 0.131"x3" nails @ 8"D.C. > 18"deep- (4) rows of 0.131"x3" nails @ 8" D.C. CONDITION 2-SIDE LOADED 2-Ply—465plf(2) rows of 0.131"x3" nails @ 8"o.c. 2-Ply<=700plf(3) rows of 0.131"x3" nails @ 8"o.c. 2-Ply<= 870plf(2) rows of 1/2" Bolts @ 12"o.c. 2-Ply> 870plf(3) rows of 1/2" Bolts @ 12" D.C. Species & Number of Jack Studs Per Box 3-Ply<= 350plf(2) rows of 0.131"x3" nails @ 8" D.C. Grade 2-)Iy Header 3-ply Header 3-Ply<= 525plf(3) rows of 0.131"0" nails @ 8"o.c. 2x3 2x4 2x6 2x3 2x4 2x6 3-Ply—650plf(2) rows of 1/2" Bolts @ 12"D.C. s f#2 NG 4 4 NG 4 3 3-Ply>650 If 3 rows of 1/2" Bolts @ 12"D.C. s f#3 NG 4 4 NG 4 3 4-PI 3 rows of 1/2" Bolts @ 12"D.C. s f stud NG 4 4 NG 4 3 Note: Stagger fastener rows and locate fasteners minimum sp#2 NG 1 4 1 4 NG 4 1 3 2"from all ends and edges. Space rows equally apart vertically. Fastener spacing is per row. PDF created with pdfFactory Pro trial version www.pdffactory.com Calculation Manual 2020 NYS Uniform Code (which incorporates by reference): - 2020 RCNYS, 2020 FCNYS, 2020 ECCCNYS, 2020 PCNYS, 2020 MCNYS, 2020 FGCNYS, 2020 PMCNYS, 2020 EBCNYS - 2017 National Electric Code Signature Building Systems of PA, LLC 1004 Springbrook Ave Moosic, PA 18504-1814 This manual has been prepared by: David E. Billingsley, P.E. 217 East Main Street Middleburg, PA 17842 Ph 570-837-0577 WARNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS ITEM IN ANY WAY. PDF created with pdfFactory Pro trial version www.pdffactorV.com CALCULATION MANUAL INDEX—04/23/2020 SECTION1 Index.............................................................................................................................................I MINIMUMROOF LIVE LOAD........................................................................................................................................1.0.0 SNOWLOAD EXAMPLES......................................................................................................................................1.0.1-1.0.3 SNOW DRIFT LOAD EXAMPLE................................ _. _ .................1.0.4-1.0.5 EXTERIOR WALL DEAD LOAD............................... .F.NE ..........................1.1.0 _MARRIAGE WALL DEAD LOAD .............................. ......... 0.41v, �.��". _.................................1.1.1 Y1 t..t, ,.,.. . INTERIOR PARTITION DEAD LOAD............................... �.':..........'1.<.�y,. 1.1.2 .................................. CEILING DEAD LOAD ............................................... FLOOR DEAD LOAD............... "....a`.` .. R......... .... 1.1.4 ..................................... r,,.. ...... +� �- ..__......................... GYPSUM COMPRESSION STRIP................................... .�y......._ ........... .......................... J� .._................1.2.1-1.2.8 LVL DESIGN PROPERTIES........................................... ... s,_.._ _.-.... -.L ...........................1.3.0 SECTION 2 Index .)g6 f,G ...........................2 LOAD COMBINATIONS............................................ ..........................2.0.0 LOAD PROCEDURE................................................................................ ... 2 1 0-2.1.1 GUIDE TO USING BEAM CALCULATOR........................................................ .............................. 2 2.0-2.2.10 RESERVED.........................................................................................................................................................................2.3.0 SECTION3 Index.............................................................................................................................................3 FLOOR JOIST-RESIDENTIAL SPAN SUMMARY CHART.............................................................................3.0.0-3.0.1 RESERVED.........................................................................................................................................................................3.1.0 FLOOR JOIST SUPPORTING TUB SPAN SUMMARY CHART..................................................................................3.2.0 FLOOR JOIST SUPPORTING TUB-EXAMPLE CALCS....................................................................................3.2.1-3.2.7 FLOOR JOIST SUPPORTING TUB-NOTCH REPAIR DETAIL..................................................................................3.2.8 FLOOR JOIST SUPPORTING TUB-NOTCH REPAIR STAPLE CALC..........................................................3.2.9-3.2.10 RESERVED.........................................................................................................................................................................3.3.0 CANTILEVER JOIST SUMMARY CHART.....................................................................................................................3.4.0 CANTILEVER JOIST EXAMPLE CALCS............................................................................................................3.4.1-3.4.2 FLOOR JOIST LEDGER REQUIREMENTS SUMMARY....................................................................................3.5.0-3.5.1 FLOOR JOIST LEDGER EXAMPLE CALC....................................................................................................................3.5.2 HVAC CROSS OVER AT MATELINE..................................................................................................................3.6.0-3.6.3 SECTION4 Index.............................................................................................................................................4 EXTERIOR WALL STUD SUMMARY CHARTS-EXPOSURE C........_.......--..............................._........._..............4.0.0 EXTERIOR WALL STUD SUMMARY CHARTS-EXPOSURE D...............................................................................4.0.1 EXTERIOR WALL STUD-EXAMPLE CALCULATIONS..................................................................................4.0.24.0.7 MATE WALL STUD SUMMARY CHARTS....................................................................................................................4.1.0 MATE WALL STUD-EXAMPLE CALCULATIONS..........................................................................................4.1.1-4.1.3 GABLE WALL STUD SUMMARY CHARTS-EXPOSURE C.....................................................................................4.2.0 GABLE WALL STUD SUMMARY CHARTS-EXPOSURE D.....................................................................................4.2.1 GABLE WALL STUD-EXAMPLE CALCULATIONS........................................................................................4.2.24.2.7 CORNERSTUD CONNECTION.......................................................................................................................................4.3.0 SECTION5 Index ....................................................................».....................................................................5 COLUMN SUMMARY CHART.......................................................................................................................................5.0.0 COLUMNEXAMPLE CALCS .............................................................................................................................5.0.1-5.0.3 JACKSTUD SUMMARY CHARTS.....................................................................................................................5.1.0-5.1.1 JACKSTUD EXAMPLE CALC ...............................................__...................................................................................5.1.2 SECTION6-1 Index .....................................................................................................................................6-1 HEADERS-SPF#2-CD=1.00-DELTA LL=L/240.......................................................................................6.0.0-6.0.29 HEADERS-SPF#2-CD=1.00-DELTA LL=L/360.....................................................................................6.0.30-6.0.59 HEADERS-SP#2-CD=1.00-DELTA LL=L/240.........................................................................................6.1.0-6.1.29 HEADERS-SP#2-CD=1.00-DELTA LL=L/360.......................................................................................6.1.30-6.1.59 HEADERS-LVL-CD=1.00-DELTA LL=L/240...........................................................................................6.2.0-6.2.65 HEADERS-LVL-CD=1.00-DELTA LL=L/360.......................................................................................6.2.66-6.2.131 HEADERS-SPF#2-CD=1.15-DELTA LL=L/240.......................................................................................6.3.0-6.3.29 HEADERS-SPF#2-CD=1.15-DELTA LL=L/360.....................................................................................6.3.30-6.3.59 HEADERS-SP#2-CD=1.15-DELTA LL=L/240.........................................................................................6.4.0-6.4.29 HEADERS-SP#2-CD=1.15-DELTA LL=L/360.......................................................................................6.4.30-6.4.59 HEADERS-LVL-CD=1.15-DELTA LL=L/240...........................................................................................6.5.0-6.5.65 HEADERS-LVL-CD=1.15-DELTA LL=L/360.......................................................................................6.5.66-6.5.131 HEADERS-COMBO-CD=1.00-DELTA LL=L/240....................................................................................6.6.0-6.6.37 HEADERS-COMBO-CD=1.00-DELTA LL=L/360..................................................................................6.6.38-6.6.75 HEADERS-COMBO-CD=1.15-DELTA LL=L/240....................................................................................6.7.0-6.7.37 Cantilever Joist Summary Chart SECTION 3 SHEET 3.4.0 CALCULATED BY DB DATE 3/18/2015 REVISED Maximum Load at End of Cantilever Joist(PLF) Floor Joist Size, Species, 16 inch Cantilever 24 inch Cantilever Grade&Spacing 12ft Unit 13.75ft Unit 15.75ft Uni 12ft Unit 13.75ft Unit 15.75ft Unit 1125 1075 950 2x10 SPF#2 @ 12in o.c. 1200 1100 975 775 700 600 x In o.c. 600 500 NG 2x12 SPF#2 @ 8in o.c. 2325 2050 1825 1575 1350 1200 2x12 SPF#2 @ 12in o.c. 1525 1350 1200 1025 900 775 2x12 SPF#2 @ 16in o.c. 1125 1000 875 725 650 550 2x10 SP#2 @ 8in o.c. 1675 1575 1425 1075 1025 925 2x10 SP#2 @ 12in o.c. 1075 1025 925 700 650 575 2x10 SP#2 @ 16in o.c. 800 750 NG 500 450 NG 2x12 SP#2 @ 8in o.c. 2200 1975 1775 1450 1325 1175 2x12 SP#2 @ 12in o.c. 1425 1325 1150 950 850 750 2x12 SP#2 @ 16in o.c. 1050 950 825 675 600 525 Notes: 1. Loads listed are in addition to 50plf wall dead load 2. Mid-span blocking required on all back spans. 3. Span lengths based on overall module width. 4. Point loads applied with a duration factor of 1.15. Reduce load by 15%if load is not due to snow. PDF created with pdfFactory Pro trial version www.pdffactory.com Job Truss Truss Type City Ply�, Ignature 212 106858 P2063301 FINK 1 UFP Industries Inc., and Rapids,MI 49525,Mike Patten 8.430 a Jan 4 2021 MTek Industries,Inc. Mon Jul 19 08:54:22 2021 CopyrightkJ2021 UFP Industries, Inc.All Rights Reserved �1-4-8 6-3-0 6-3-0 6-3-0 6-3-0 1-4-8 3.6 II 4 5.00 h2 A 1.4 1s 1s ,SS \\ 1 x4 3 14 17 5 n 1 13 18 2 6 I , w, 7 ? d 10 9 11 12 a 4x9 II 2x4 II 3.5x5= 2x4 II 4x9 11 0- -8 8-2-8 1 8-3-15 1 8-2-8 0- -8 1-4-8 25-0-0 1�_ Plate Offsets 4:044 0-16 6:056 Ede 8:0-1-8 0-1-0 10:0-1-8 0-1-0 LOADING(psf) SPACING- 1-4-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.06 8-10 >999 240 MT20 197/1" (Ground Snow=30.0) Lumber DOL 1.15 BC 0.33 Vert(CT) -0.10 8-10 >999 180 TC 10.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.03 6 n/a n/a BCLL L 0.0 'BCDL 10.0 Code IBC2018/TPI2014 Matrix-R Weight:123 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins. [P] BOT CHORD 2x6 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF Stud WEDGE Left:2x4 SPF Stud,Right:2x4 SPF Stud REACTIONS. (lb/size) 2=779/0-3-8 (min.0-1-8),6=779/0-3.8 (min.0-1-8) Max Horz2=-73(LC 10) Max Uplift2=-142(LC 9),6=-142(LC 10) Max Grav2=820(LC 3),6=820(LC 4) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0l7,2-13=-1378/252,3-13=-1350/271,3-14=1248/248,14-15=-1242/258,4-15=-1182/267,4-16=1182/267,16-17=-1242/258,5-17=1248/248,5-18=-1350/271,6-18=1378/252,6-7=0f/ BOT CHORD 2-10=210/1210,9-10=104/846,9-11=-104/846,11-12=-104/846,8-12=-104/846,66=-188/1210 WEBS 3-10=-259/152,4-10=70/464,46=-70/464,56=-259/152 NOTES- 1)Wind:ASCE 7-16.Vult=117mph(3-second gust)Vasd=92mph;TCDL=6.Opsf,BCDL=6.Opsf;h=30ft;Cat.II;Exp C.Enclosed,MWFRS(envelope)gable end zone and C-C Extedor(2E)-1-4-8 to 1-7.8,Interior(,)1-7-8 to 96-0,Extedor(2R)96-0 to 15-",Interior(1)15-6-0 to 23-4-8,EMerior(2E)23-4-8 to 26.4-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16.Pg=30.0 psf;Ps=23.1 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat C;Partially Exp.;Ce=1.0,Cs=1.00,Ct=1.10 3)Roof design snow load has been reduced to account for slope. 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 36-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 142 lb uplift at joint 2 and 142 lb uplift at joint 6. ��of N EY 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ,r,P V�1• FRF �9 CO yt �c�' 92 yk Cr w A OPESSIONP� The professional engineering seal indicates that a licensed professional engineer has designed the truss under the standards referenced within this document,not necessarily the current state building code.The engineering seal is not an approval to use in a specific state.The final determination 7/19/2021 on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. ® WARNING -Verity design parameters and READ NOTES UFP Industries,Inc. 2801 EAST BELTLINE RD,NE PHONE(616)-364-6161 FAX(616)-365.0060 GRAND RAPIDS,MI 49525 Truss shall not be cot or modified without approval of the truss design engineer. This component has only been designed for the bads noted on this drawing. Construction and lifting forces have not been considered. The builder is responsible for lifting methods and system design. Builder responsibilities are defined under TPI1.This design is based only upon parameters shovm,and is for an individual building wmponent to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding rw fabrication,quality control,storage,delivery,erection and bracing,consult SCSI 1•06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WTCA,5300 Enterprise LN,Madison,WI 53719 J:\support\MitekSupp\templates\ufp.tpe Job ::[GE352501 ru Truss Type aty Ply Signature 212 106858 GABLE 1 1 UFP Industries Inc, and Rapids,MI 49525,Mike Patten 8.430 a Jan 4 2021 MTek Industries,Inc.Mon Jul 19 08:53:51 2021 CopyrightW2021 UFP Industries,Inc.All Rights Reserved 1-4-8 12-6-0 3x4 11 12-6-0 1-4-8 8 7 g 5.00 F12 31 32 8 10 5 11 4 12 ST5 13 3 30 T T � 2 T 14 �l�------- T -------- - 1 29 3x7 II 28 27 26 25 24 23 22 21 20 19 18 17 16 0-1-8 2.54- 3x7 II 24-10-8 1-4-8 25-0-0 _ —�1-4-8' Plate Offsets 8:0-2-8 0-1-8 16:0-4-8 0-1-8 LOADING(psf) SPACING- 1-4-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.09 Vert(LL) -0.00 15 n/r 120 MT20 197/144 (Ground Snow=30 Lumber DOL 1.15 BC 0.03 Vert(CT) -0.00 15 ntr 90 TCLL 10..00 Rep Stress Inv YES WB 0.07 Horz(CT) 0.00 16 n/a n/a BCLL 0.0 'BCDL 10.0 Code IBC2018rrP12014 Matrix-R Weight:124 lb FT=O% LUMBER- BRACING- TOP CHORD 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins, except end verticals.[P) BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x6 SPF Stud OTHERS 2x4 SPF Stud REACTIONS. (lb/size) 22=116/24-9-0(min.0-2-7),24=116/24-9-0(min.0-2-7),25=115/24-9-0(min.0-2-7),26=114/24-9-0 (min.0-2-7),27=118/24-9-0 (min.0-2-7),28=102/24-9-0 (min.0-2-7), 21=116/24-9-0(min.0-2-7),20=115/24-9-0(min.0-2-7),1 9=1 14124-9-0 (min.0-2-7),1 8=1 18/24-9-0 (min.0-2-7),17=102/24-9-0 (min.0-2-7),29=152/24-9-0 (min.0-2-7), 16=152/24-9-0(min.0-2-7) Max Harz2g=-73(LC 10) Max Uplift24=-28(LC 9).25=-40(LC 9),26=-38(LC 9),27=-00(LC 9),28=-01(LC 9).21=-25(LC 10),20=-41(LC 10),19=37(LC 10),18-33(LC 10),17=50(LC 10),29=-39(LC 7),16=-44(LC 8) Max Grav22=116(LC 1),24=162(LC 14),25=162(LC 14).26=137(LC 14).27=118(LC 1).28=102(LC 1),21=162(LC 15),20=162(LC 15),19=137(LC 15).18=118(LC 1),17=102(LC 1). 29=175(LC 13),16=175(LC 13) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/46,2-30=59/40,3-30=55/46,3-4=-25/58,4-5=28r/4,5-0=39/88,631=52/116.731=-4&119.7-8=-01/142,8-9=-61/142,9-32=-48/119, 10-32=52/116,10-11=39/88,11-12=-28/59,12-13=17/40,13-33=-25126,1433=-29/15,14-15=0/46,2-29=-154/123,14-16=154/123 BOTCHORD 28-29=-29/63,27-28=29/63,26-27=-29/63,25-26=-29/63,24-25=-29M3,23-24=-29/63,22-23=-29/63,21-22=-29/63,20-21=-29/63,19-20=29/63 18-19=29/63,17-18=29/63,16-17=29/63 WEBS 8-22=39/0,7-24=-136/44,6-25=-135/65,5-26=-110/59,4-27=-91/60,3-28=47/71,9-21=-136/44,10-20=-135/65,11-19=110/59,12-18=9180, 13.17=77/62 NOTES- 1)Wind:ASCE 7-16;Vult=117mph(3-second gust)Vasd=92mph,TCDL=6.Opsf;BCDL=6.Opsf;h=30ft,Cat II;Exp C;Enclosed;MWFRS(envelope)gable end zone and C-C Comer(3E)-1-4-8 to 1-7-8,Exterior(2N)1-7-8 to 9-6-0,Comer(3R)9-"to 15-",Exterior(2N)15-"to 234-8,Comer(3E)23-4-8 to 26-4-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. 3)TCLL:ASCE 7-16,Pg=30.0 psf;Ps=23.1 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat C;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10 4)Roof design snow load has been reduced to account for slope. 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other Ii loads. c 7)All plates are 1x4 MT20 unless otherwise indicated. NEW 8)Gable requires continuous bottom chord bearing. 0 9)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). A. W• FR`C .Q 10)Gable studs spaced at 2-"oc. C7 � CCA_ .� 11)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. r! 12)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-"wide will fit between the t chord and any other members. 13)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 28 lb uplift at joint 24,40 lb uplift at joint 25,38 lb uplift at j 30 lb uplift at joint 27,61 lb uplift at joint 28,25 lb uplift at joint 21,41 lb uplift at joint 20,37 lb uplift at joint 19,33 lb uplift at joint 18,50 lb uplift at joint 1 tcc U uplift at joint 29 and 44 lb uplift at joint 16. n 14)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/fPI 1. 1T2 _- A�GFES SIONP The professional engineering seal indicates that a licensed professional engineer has designed the truss under the standards referenced within this document,not necessarily the current state building code.The engineering seal is not an approval to use in a specific state.The final determination 7/19/2021 on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. AWARNING - Verify design parameters and READ NOTES UFP Industries,Inc. 2801 EAST BELTLINE RD,NE Truss shall not be cut or modified without approval of the truss design engineer. PHONE(616)-364-6161 FAX(616)-3650060 GRAND RAPIDS,MI 49525 This component has only been designed for the loads noted on this drawing. Construction and lifting forces have not been considered. The builder is responsible for lilting methods and system design. Builder responsibilities are defined under TP11.This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding a)- fabrication,quality control,storage,delivery,erection and bracing,consult SCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WTCA,6300 Enterprise LN,Madison,WI 53719 J:\support\MitekSupp\templates\ufp.tpe Job Truss Truss Type sty ply Signature 212 104700 CCE35702 HINGED ATTIC 1 1 02 UFP Industries Inc.,,9.r,and Rapids,MI 49525,Mike Patten 8.420 a Sep 14 2020 MFrek Industries,Inc.Wed Jan 27 14:56:59 2021 Copyright V 20 21 UFP Industries,Inc.All Rights Reserved 15-3-12 rg01 15-3-12 t8 'rrNN- FP NEy,r 7 5 it act 'y7_+ 1k 4 817 J n SMH18K15 ,sk SMHIBK 3 Al 9Ce - MOO 12 A b�ESS10NP� g as p 14-10-0 ivi SMHIBD SMH18D 2 p 4,B 10 x 1 r1 9 11 x A�NI Iq�d B2 5x7= 18 14 13 12 19 Sx6= 01-8 7-9-4 1 7-11-0 I 6-11-0 1 7-9.4 0-1-8 30.7-8 Plate offsets 1:0-0-7 0-" ZO-14 IYO-0 3:0-14 0.1 9.:0.14 0-1-0 10:0-14 D40 :Ed 0-3-0 LOADING(psl SPACING- 1-4-0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 30.8 plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.21 13-14 >879 240 MT20 137/190 (Ground Snow=40.0 Lumber DOL 1.16 BC 0.33 Vert(CT) -0.28 13-14 >667 180 MT18HS 1371130 TCLL 10.0 Rep Stress Inor YES WB 0.34 Holz(CT) 0.01 11 Ma rt/a 1 BCDL 0.LL Code• Code IBC2018rrP12014 Matrix-R Aide -0.1912-13 892 360 Weight:197lb FT=0% 0 BCD LUMBER- BRACING- TOP CHORD 1-1I2Xg-1/4 LP-LSL TC 1.75E'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. (P) T2 2x6 SPF 2100E 1.8E,T4:2x6 SP 240OF 2.OE,T3:2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-"oc bracing. BOT CHORD 200 SP DSS WEBS 1 Row at midpt 4-8 WEBS 2x4 SPF Stud*Except' W2:2x6 SPF No.2 REACTIONS. (lb/size) 1=934/0-3.8(min.0-"),11=92510-3-8(min.0-1-8),13=286/04-8(min.0-") Max Horz1=250(LC 8) Max UpIiR1=-129(LC 9).11=119(1_C 10) Max Gravl=970(LC 3),11=937(LC 4),13=455(LC 2) FORCES. (lb)-Maximum Compressior"ximum Tension TOP CHORD 1-2=-982/151,2.3=-697/166,3-15=945/209,4-15-862/212,4-"23/48,5Fi=-168/87,6-16=-167/87,7-1 6=2 3 415 5,7-8=-326/49,B-17=-834/212,9-17=-9161210,9-10-897/165, 1 0-1 1=98 211 6 8 BOT CHORD 1-1 8=-7 617 5 3,14.18=76r753,13-14=76r753,12-13=-76/753,12-19=76r753,11-19=-76r753 WEBS 9-12=-376/242,3-14=345/220,4-B=-8221212 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(iby Maximum Tension(Ib)/Maximum Shear(b)/Maximum Moment(lb-in) 4-13=12/33/0,5=248/54/124/Q 6=144)69112210,7=250/54/125/0,8=622/212/33/0,12=376/242/0/0,13=761753/307/0,1 4=3 4 5/2 2 010/0 NOTES- 1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=B.Opsf,BCDL=8.0psf;h=30ft;Cat.11;Exp C;Enclosed;M WFRS(envelope)gable end zone and CL Extedor(2E)0-2-10 to 3.3-1,Interior(1)33-1 to 12-2-13,Extertor(2R)12-2-13 to 18-3-12,Interior(l)18342 to 274-7,Fxtedor(2E)27-4-7 to 304-14 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pg=40.0 psf;Ps=30.8 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat C;Partially Exp.;Ce=1.0;Cs=1.0g;Ct=1.10 3)Roof design snow load has been reduced to-account for slope. 4)Unbalanced snow loads have been considered for this design. 5)All plates are MT20 plates unless otherwise indicated. �A 6)See HINGE PLATE DETAILS for plate placement. 7)Provisions must be made to prevent lateral movement of hinged member(s)during transportation. 8)All additional member connections shall be provided by others for forces as indicated. 0 REGISTERED 4 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)•This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-"wide will fit between the t V PROFESSIONAL chord and any other members,with BCDL=10.Opsf. it)Ceiling dead load(5.0 psf/on member(s).3-1,8-9,4-8 c� -r� 12)Bottom chord live load(20.0 pst)and additional bottom chord dead load(0.0 psf)applied only to room.13-14,12A3 STI' FIT L A 13)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 129 lb uplift at joint 1 and 119 lb uplift at joint 11. 14)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSIITPI 1. 3,10INI:EH 15)Attic space shown Is not designed for occupancy. 16)Take precaution to keep the chords in plane,any bending or twisting of the hinge plate must be repaired before the building is put into service. �,� PE07160 � 17)The field-installed members are an Integral part of the truss design.Retain a design professional to specify final field connections and temporary suppo field-Installed members must be property fastened prior to applying any loading to the truss.This design anticipates the final set position. - P The professional engineering seal Indicates that a licensed professional engineer has designed the truss under the standards referenced within this document,not necessarily the current state building code.The engineering seal Is not an approval to use In a specific state.The final detemtination 1/27/2021 on whether a truss design is acceptable under the locally adapted building code rest with the building official or designated appointee. ® WARNING -Verify design parameters and READ NOTES UFP Industries,Inc. 2801 EAST BELTLINE RD,NE Truss shell not be cut or modified without approval of the truss design engineer. PHONE(616)364-6161 FAX(616)-365-0060 GRAND RAPIDS,MI 49525 This component has only been designed for the leads noted on this dravring.Construction and rifling forces have not been considered.The builder is responsible for lifting methods and system design. Builder responsibilities are defined under TP11.This design Is based only upon parameters shown,and Is for an individual building component to be installed and loaded vertically.Applicability or design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to Insure stability during construction is the responsibirdy of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding r fabrication,quality control,storage,defivery,erection and bracing,consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WTCA,6300 Enterprise LN,Madison,WI 53719 J:tsupport\MilekSupp\templates\ufp.tpe Laura Petersen From: Mike Izzo Sent: Monday, September 12, 2022 11:31 AM To: Laura Petersen; Steven Fews; Tara Orlando Subject: FW: Message from UDig NY From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Monday, September 12, 2022 11:31:15 AM (UTC-05:00) Eastern Time (US & Canada) To: Mike Izzo Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 09/12/2022 11:30 To: VIL RYE BROOK PRIMARY Transmitted: 09/12/2022 11:31 00008 Ticket: 09122-001-399-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 257 To: 259 Name: N RIDGE ST Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: IN FRONT OF#257 AND #259 N RIDGE ST NearSt: W RIDGE DR & BERKLEY DR Means of Excavation: MINI EXCAVATOR Blasting: N Site marked with white: Y Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: INSTALL SANITARY SEWER Estimated Work Complete Date: 10/15/2022 Depth of excavation: 9 FEET Site dimensions: Length 100 Width 6 FEET Start Date and Time: 09/15/2022 07:00 Must Start By: 09/29/2022 ------------------------------------------------------------------------------ Contact Name: FRANK SANTORO Company: EARTHTEK EXCAVATING Addrl: PO BOX 145 Addr2: City: RYE State: NY Zip: 10580 Phone: 914-879-6945 Fax: Email: earthtekexc@gmail.com Field Contact: FRANK SANTORO Alt Phone: 914-879-6945 Email: earthtekexc@gmail.com Working for: PAWLING HOLDING i Laura Petersen From: Laura Petersen Sent: Monday, November 8, 2021 1:29 PM To: loulazz@aol.com Subject: Building Permit Application - 259 North Ridge Street Good afternoon Lou, At your earliest convenience, please email me the following items; Copy of general contractor's valid Westchester County Home Improvement License. . General contractor's valid liability insurance (the Village Of Rye Brook must be the / certificate holder) 3. General contractor's valid workers compensation on a NY State Board form (C105-2 or U26.3) What we have on file has expired. Thank you Laura Laura Petersen Office Assistant Village of Rye Brook 938 King Street Rye Brook, New York 10573 Phone(914)939-0668 1 Fax(914)939-5801 1 Igetersen(&rvebrook.org 1 uo� b N > u O. N ' UCV a� y O I u u w A = L rA o .' CW) / �I •� J W U B j O i• J Lam' 00 CO CD~ o �a+yi Z Z U ° a O'tgCtlOp ' .r V O .. o W c~5CO �. E- -' ICI d d > o r; \ ' N � 4. z I Fw U. 40A cc N N _ ME� �_ P ,M-'•4's''. Asa ''�� y'. C�X DATE(MMIDDIYYYYI A CERTIFICATE OF LIABILITY INSURANCE 04113/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Joseph E.Salvatore,AAI NAME BNC Insurance Agency PHONED a (914)937-1230 uc No: (914)937-1124 IA/C.N90 South Ridge StreetE-MAIL Salvatore bnca enc .com ADDRESS: 9 y INSURER(SI AFFORDING COVERAGE NAIL e Rye Brook NY 10573 INSURER A: Evanston Insurance Company 35378 INSURED INSURERS, NGM Insurance Company 14788 Pawling Holdings,LLC INSURER C: 25 South Regent Street(REAR) INSURER D: INSURER E: Pnri Chester NY 10573 INSURER F COVERAGES CERTIFICATE NUMBER: CL20112599002 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR POI ICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER MMIODiYYYY) (MM,ODIYYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 CLAIMS-MADE [X]OCCUR PREMISES Ea occurrence S 100,000 X Contractual Liability MED EXP(Any one person) $ EXCLUDED A X $10,000Ded-ParOCC Y MKLVlPBC001345 11/17/2020 11/17/2021 PERSONAL SADVINJURY S 1,000,000 GENT.AGGREGATE LIMIT APPLIES PER. GENERAL AGGREGATE $ 2'000'000 POLICY❑JE T LOC PRODUCTS-COMPIOP AGG S 2.000,000 OTHER. $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT S 1,0D0,000 Ea accdant ANY AUTO BODILY INJURY(Per Person) $ B OWNED SCHEDULED B1V40294 09/11/2020 09/11/2021 BODILY INJURY(Per accident) S AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per attZ' EPLUS s UMBRELLA LIAR OCCUR EACH OCCURRENCE S 5.D00,000 A X EXCESSLIAB 11 CLAIMS-MADE MKLVlEUL102614 11/17/2020 11/17/2021 AGGREGATE $ 5.000,000 BED I I RETENTION$ S WORKERS COMPENSATION PIE R OTM- AND EMPLOYERS'UABIUTY YIN STATUTE ER ANY PROPRIETORMARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? NIA N/A E.L.EACH ACCIDENT f (Mandatory in NN) E I.DISEASE-EA EMPLOYEE S M Yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S N/A DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101.AddNional Remarks Schedule,may be a"it more apses Is required) The Certificate Holder Is included as an additional insured when required under written Contract or Agreement. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Village of Rye Brook ACCORDANCE WITH THE POLICY PROVISIONS. 938 Kings Street AUTHORIZED REPRESENTATIVE Rye Brook NY 10573 C�-,1988.2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE n An n AA 451481271 LEVITT-FUIRST ASSOCIATES LTD 520 WHITE PLAINS ROAD,2ND FL TARRYTOWN NY 10591 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER PAWLING HOLDINGS LLC VILLAGE OF RYE BROOK 25 South Regent Street(REAR) BUILDING DEPARTMENT PORT CHESTER NY 10573 938 KINGS STREET RYE BROOK NY 10573 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE G2146 860-8 683442 06/29/2021 TO 06/29/2022 11/9/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2146 860-8, 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. 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 THE SOLE PROPRIETOR, PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY, 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 /l�Y� �V DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:413438237 U-26.3 ACo® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIYYYYI `-� 11/15/2022 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 endorsements). PRODUCER CONTACT NAME. ANA C EUGENIO Albert Palencia Agency, Inc. PHONE tA&,N (914)698-1373 ,FAX ii,l.(914)898-0125 gm: ana@Paianciainsurancs.com 116 Mamaroneck Avenue E-MAIL �PIt Mamaroneck, NY 10543 -- INSURE S AFFORDING COVERAGE NAIL III INSURER A: MUTUAL INSURED INSURER B: PROGRESSIVE COMMERCIAL SANROZ HEATING 8r AIR CONDITIONING, INC. INSURERC- HARTFORDACCIDENT AND INDEMNITY CO 22357 32 LAKESIDE DR INSURERD: 5—holterPoint Life InsuranceC Qmpany KATONAH, NY 10536-1610 INSURERS: INSU F: COVERAGES CERTIFICATE NUMBER: 10008319.402330 REVISION NUMBER: 32 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 1111111111 LTR TYPE OF INSURANCE POLICY NUMBER POLICY Epp POLICY am LIMITS A X COMptCiAL GENERAL LIABILITY CTRIO07228 1212912021 12129=22 EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE �OCCUR PREMISES $ SO OOO DAMAGE TO RENTE[r- X CONTRACTUAL MED EXP(Any one parson) s 5,000 X LIABILITY PERSONAL a ADV INJURY s 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 JECT X POLICY PRO- LOC _ PRODUCTS-COMP/OP AGG S 2,000,000 OTHER S B AUTOMOBILE LIABILITY C INED SINGLELIMIT0 01978152-2 04101/2022 04/01/2023 n S ,000 ANY AUTO BODILY INJURY(Per person) S OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) S HIRED NON-OWNED PRO ERTY DAMAGE X AUTOS ONLY AUTOS ONLY (Par SOCKhRYt) S $ UMBRELLA LIAR OCCUR EACH OCCURRENCE S EXCESS LIAR Id CLAIMS-MADE AGGREGATE S DIED RETENTION _ `+ WORKERS COMPENSATION 16WECAR8F8L 05101/2022 05/01/2023 OTH500000 AND EMPLOYERS'LIABILITY YIN ANY PROPRIETOR/PARTNFR/EXECUTIVE OFFICER/MEMBEREXCLUDED? © NIA E.L EACH ACCIDENT $ 100000 (Mandatory In and E L DISEASE-EA EMPLOYE S 100.000 „yea IPTIOe antler _ E L DISEASE-POLICY LIAR s .500 000 DESCRIPTION OF OPERATIONS below D DISABILITY D664628 0510112022 05/0112023 I � DESCRIPTION OF OPERATIONS'LOCATIONS VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE VILLAGE OF RYE BROOK THE EXPIRATION DATE THEREOF NOTICE WILL BE DELIVERED IN BUILDING DEPARTMENT ACCORDANCE WITH THE POLICY PROVISIONS. 938 KING STREET RYE BROOK, NY 10573 AUTHORIZED REPRESENTATIVE ACE ©1986 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Printed by ACE on 11/15/2022 at 12 14PM PORK Workers' CERTIFICATE OF STATE Compensation NYS WORKERS' COMPENSATION INSURANCE COVERAGE Board la Legal Name 8 Address of Insured{use street address only) 1 b Business Telephone Number of Insured SANROZ HEATING 8 AIR CONDITIONING. INC (914)943-8908 32 LAKESIDE DR KATONAH NY 10536-1610 1 c NYS Unemployment Insurance Employer Registration Number of Insured Work Location of Insured(Only required if coverage is specifically limited to ld Federal Employer Identification Number of Insured or Social Security certain locations in New York State. r e.a Wrap-Up Policy) Number 20-1655977 2 Name and Address of Entity Requesting Proof of Coverage 3a Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Hartford Accident and Indemnity Co VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET 3b Polk y Number of Entity Listed in Box"1 a" RYE BROOK NY 10573 16WECAR8F8L 3c Policy effective period 05/01/2022 to 05l0112023 3d The Proprietor.Partners or Executive Officers are El included /Only cheer box it all partners-ofrrcers rncludedi QX all excluded or certain partners/officers excluded This certifies that the insurance carrier indicated above in box "Y insures the business referenced above in box"1a"for workers' compensation under the New York State Workers'Compensation Law. (To use this form, New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder In box"2" The insurance carrier must notify the above certificate holder and the Workers' Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail ) Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in box "3c", whichever is earlier. This certificate Is Issued as a matter of information only and confers no rights upon the certificate holder This certificate does not amend. extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers' Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder, the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by JOSEPH T.PALANCIA (Print name of authorized representative or licensed agent of insurance carrier) Approved by �daGQ�OlG / �C�(,21LC',l�L ////5/1 Q22 !Signature) Date) Title: AGENT Telephone Number of authorized representative or licensed agent of insurance carrier. 914-698-1373 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2.Insurance brokers are NOT authorized to issue it. C-105.2 (9-17) www.wcb.ny gov Laura Petersen From: Mike Izzo Sent: Monday, November 14, 2022 7:55 AM To: Laura Petersen; Steven Fews; Tara Orlando Subject: FW: Message from UDig NY From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Monday, November 14, 2022 7:54:23 AM (UTC-05:00) Eastern Time (US & Canada) To: Mike Izzo Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 11/14/2022 07:53 To: VIL RYE BROOK PRIMARY Transmitted: 11/14/2022 07:54 00001 Ticket: 11142-000-240-00 Type: Regular Previous Ticket: 10272-002-303-00 ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 259 To: Name: N RIDGE ST Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: MARK OUT ENTIRE FRONT OF PROPERTY; CURB TO CURB; 20FT BEHIND ALL CURBS NearSt: Means of Excavation: EXCAVATOR, BACKHOE Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: INSTALL WATER SERVICE Estimated Work Complete Date: 11/17/2022 Depth of excavation: Site dimensions: Start Date and Time: 11/17/2022 07:00 Must Start By: 12/02/2022 ------------------------------------------------------------------------------ Contact Name: EDWARD PESSOLANO Company: J FLETCHER CREAMER & SON INC Addrl: 101 E BROADWAY Addr2: City: HACKENSACK State: NJ Zip: 07601 Phone: 201-390-3947 Fax: Email: edward.pessolano@jfcson.us i Field Contact: EDWARD PESSOLANO Alt Phone: 201-390-3947 Email: edward.pessolano@jfcson.us Working for: VEOLIA CONTRACTOR ------------------------------------------------------------------------------ Comments: *REFRESH MARKS* WORKING ON BOTH SIDES OF THE STREET. Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA/ WSCHSTR CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 2 Laura Petersen From: Mike Izzo Sent: Thursday, October 13, 2022 9:06 AM To: Laura Petersen; Steven Fews;Tara Orlando Subject: FW: Message from UDig NY From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Thursday, October 13, 2022 9:05:17 AM (UTC-05:00) Eastern Time (US & Canada) To: Mike Izzo Subject: Message from UDig NY ****PRIORITY**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 10/13/2022 09:05 To: VIL RYE BROOK PRIMARY Transmitted: 10/13/2022 09:05 00001 Ticket: 10132-000-453-00 Type: Priority Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 257 To: 259 Name: N RIDGE ST Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: IN FRONT OF#257 AND #259 N RIDGE ST NearSt: W RIDGE DR & BERKLEY DR Means of Excavation: MINI EXCAVATOR Blasting: N Site marked with white: Y Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: INSTALL SANITARY SEWER Estimated Work Complete Date: 10/13/2022 Depth of excavation: 9 FEET Site dimensions: Length 100 FEET Width 6 FEET Start Date and Time: 10/13/2022 09:02 Must Start By: 10/27/2022 ------------------------------------------------------------------------------ Contact Name: FRANK SANTORO Company: EARTHTEK EXCAVATING Addr1: PO BOX 145 Addr2 City: RYE State: NY Zip: 10580 Phone: 914-879-6945 Fax: Email: earthtekexc@gmail.com Field Contact: FRANK SANTORO Alt Phone: 914-879-6945 Email: earthtekexc@gmail.com 1 Working for: PAWLING HOLDING ------------------------------------------------------------------------------ Comments: CON ED PLEASE RESPOND ASAP. THERE IS A CONCERN OVER THE GAS LINE AND THE MARKINGS. REFERENCE PREVIOUS TICKET NUMBER 09122-001-399 WORKING ON BOTH SIDES OF THE STREET. CALLER NOTIFIED OF NYS 2 DAY REQUIREMENT AND WE RECITED DISCLAIMER URGING CALLER TO COMPLY WITH CODE RULE 753. Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA/ WSCHSTR CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 2 aapes - D -1 Z C Z ro v p -1 ' noirn0 viOzpv� �zD �m�Tm m (A oC� Om=� <NCI m�pz� _ DXz DO�� o pO�D� m7C O�cn� Nm- �T / N \ i ZHi- v-p� z�pcn Duo Nmx0cn - f► DTI 0Aicnv -1 <(� O Fr D D C) n m -� CC x mcn� wou' x 4 ` I , -i=� xv mw--i <�0 ; I �. I �" - m �, I =gym OTmD C�Tt� cno0 d I I O D n �' hoc mz�o �� z��m Z N I I p �\ p� _ I cn Z V. �Y 0 < y tDn� ODZ �CM 9 y ii I D OW' O I ► , J 'z ` �� xM � �Oz ��z f ,I ��i I m s -� �j cn � o C m � z D �Z cl vex CTD DD v� °� �� y< O 9p m n O m O v G) I I, = i ASVH. 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I til } / W�� r 11 (11 mo cn0� zm0rmz v o C fTl ^^ d.a �-r- ,d��j0 �1 cn �Tl (n Z m rn cn z Z v� v� 0 �' v N;1J v < UJ 1'1 i'."� C �N` \� ` i r Z -<Zm5�0O0Q-<DZ� n ocoo "c ` `,D(n X-vIM Go =T Z ZM 0 � -0$5 mTm cn DOm cnmm < m cn 0n0U)ocn r xZZ m Cv0z�oxDD CD— O O�O C) 0J-tLm �pOm OC Qv 0) C M__OMz�zorn v0 —�Av0-+Z-0<O nz Z zo� zC �Zm��Mocr M D 0 > Dzm-7Zf;0 -0 0m Om� 0vDOC=0� M m 0000mzN O � mZ�US O 0 MoFOOOXM N� \ "Co m or 0zO w0imn0DOW 0J0N--I> m 0>CD DOo cn n��AZm -n O Om r U) W z $mv zvzzrcn CD � 9 tTl CO Dni n D F m o m Z O 0Ory vzr 0 I Lu L!�� k��Lj== G# DESIGN CRITERIA 134 Model Number or Name: 221134 W Occupancy: 1&2 FAMILY DWELLING(NJ/VA:R-5) SEP 2 9 CHECKED BY: Building Area: 3353 SQ.FT. --% Construction Type: VB No.of Stories Above Grade: 1 5TVILLAGE O DATE: Mean Roof Height: 27'-1 1/4" FT. B VILID RYE SR [27-2021 ING O Min.Distance to Lot Line: 5 FT. 1004 5princjbrook Av�nu� Moosic �a I85�7 ES AN: Exterior wall Rating: 0 HR. GARAGE NOTES I E RUMENSKY Ground Snow Load(Pg): 30 PSF fel 5�O/ ��,IOOO �ax ��Ol ��,IOIOMin.Roof Live Load(PO: 20 PSFJ 1 1. GARAGE SHALL BE PROVIDED WITH AT LEAST ONE RECEPTACLE. MODEL: Roof Dead Load: 10 PSF 2.ALL GARAGE SHALL BE GFCI PROTECTED INCLUDING THE ONE INSTALLED ON CEILING. TWO-STORY Floor Live Load: 40 PSF A. ATTACHED GARAGE Y Floor Dead Load: 10 PSF GENERAL NOTES. 1. ATTACHED GARAGE SHALL BE SEPARATED FROM DWELLING AND ITS ATTIC BY MEANS OF 1/2"GYPSUM BOARD OR EQUIVALENT m m Vend Speed: 117 MPH ®V�It ❑Vasd I I I I I I Wind Exposure: B 1. WATER HEATERS IN ENCLOSED COMPARTMENTS ARE TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. 2.A DOOR BETWEEN DWELLING AND GARAGE SHALL BE A MINIMUM 1 3/8��SOLID CORE OR EQUIVALENT,20-MINUTE RATED,AND EQUIPPED WITH Seismic Design Category: C 2. POWER RANGE HOOD AND FANS ARE VENTED TO EXTERIOR WHEN APPLICABLE.WHEN NOT APPLICABLE OR ABLE, SELF CLOSING DEVICE. Electrical Service Panel Size: 200 AMPS RECIRCULATING FILTERING HOOD(MIN.100 CFM)MAY BE SUBSTITUTED IF THERE IS A MINIMUM OF 4%NATURAL B. DWELLING ABOVE GARAGE Permissible Gas Type: N/A VENTILATION IS PROVIDED. 1. GARAGE MAY HAVE HABITABLE SPACE ABOVE,AND IF IT DOES GARAGE SHALL BE SEPARATED FROM DWELLING BY 5/8"TYPE W GYPSUM Design Codes: 3. EACH DWELLING SHALL HAVE AT THE PRIMARY LOCATION A MAIN ENTRANCE DOOR.THIS DOOR SHALL BE BOTH SWING BOARD z NY STATE CODES: TYPE AND 36"W x 80"H.(MINIMUM). 0 2020 NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE 4. KITCHEN AND/OR BATH CABINETS AND FIXTURES MAY BE SHIPPED LOOSE AND/OR FURNISHED AND INSTALLED ON SITE > (WHICH INCORPORATES BY REFERENCE): BY BUILDER. STAIR NOTES: 2020 RESIDENTIAL CODE OF NEW YORK STATE 5. ROOF SHINGLES ARE FACTORY INSTALLED.EXCEPT AT RIDGE AND HINGE POINTS OF ROOF WHICH IS FACTORY o 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE FURNISHED BUT FIELD INSTALLED BY BUILDER.SHINGLES MAY BE FURNISHED BY BUILDER AND FIELD INSTALLED. 1. BASEMENT STAIRS SHOWN ARE TYPICAL FOR STANDARD PLANS. Z CD 2017 NATIONAL ELECTRICAL CODE 6. HOLES,OPENINGS AND ACCESS PROVISIONS FOR COMPLETION OR INSTALLATION OF EQUIPMENT MAY BE DONE IN 2. ALL STAIR OPENINGS AND HEADERS ARE BASED ON BASEMENT CEILING HEIGHT OF 8'-0"UNLESS SHOWN OTHERWISE. (n� FIELD IF DONE IN SUCH A MANNER AS NOT TO AFFECT THE INTEGRITY OF THE STRUCTURE.ALL FLOOR,WALL AND 3. RISE,RUN AND OPENINGS FOR STAIRS MAY VARY AS PLAN DESIGN VARIES.MAXIMUM RISER OF 81/4,MINIMUM TREAD OF 9",WITH A 1 1/4" o of W_ CEILING PENETRATIONS MUST BE FIRESTOPPED PER CODE REQUIREMENTS. NOSING.STAIRS WILL HAVE MINIMUM HEAD ROOM OF 6'-8",MINIMUM WIDTH OF 3'-0". of W Thermal Climate Zone: see REScheck 7. CHIMNEY PIPE AND DUCT PENETRATION THROUGH FLOORS,WALLS AND CEILINGS SHALL HAVE SUCH OPENINGS 4. BUILDER IS RESPONSIBLE TO INSTALL BASEMENT STAIRS,LANDING AND RAILINGS.RAILINGS SHALL BE INSTALLED AT 34"TO 38"MEASURED W z Q Degree Days: see REScheck FIRESTOPPED. > VERTICALLY FROM NOSING 00 Minimum Furnace Output: N/A 8. FOR FIELD CONNECTIONS SEE MODEL CROSS SECTIONS. o: Thermal Transmittance Values: Floor* Wall* Roof* 9. ALL NOTES PERTAINING TO"IN FIELD","BY BUILDER"OR"*"ARE BUILDER/CONTRACTORS RESPONSIBILITY. 5. MAXIMUM VARIATION IN RISER HEIGHT BETWEEN 2 ADJACENT RISERS IS 3/16". a I I I I I I 'SEE RES CHECK R- R- R- 10. ALL PIPING AND DUCT WORK IN UNHEATED SPACES SHALL BE INSULATED. 6. MINIMUM CLEARANCE FROM WALL TO HANDRAIL IS 1 1/2",HANDRAIL MAY PROJECT INTO THE STAIRWAY MAXIMUM 31/2". Flood Zone?: NO 11. EVERY SLEEPING ROOM SHALL HAVE,IN ADDITION TO PRIMARY EXIT,AN EMERGENCY USE OPENING OF LEGAL OPEN 7. LANDINGS SHALL BE AS WIDE AS STAIRS BUT NOT LESS THAN 36". CN CN`- Wind-Borne Debris Region?: NO SPACE.WHERE WINDOWS ARE PROVIDED AS MEANS OF EGRESS THEY SHALL HAVE A SILL HEIGHT OF NOT MORE THAN g SWING OF DOOR OPENING ON A STAIRWAY SHALL NOT OVERLAP TOP STEP. o N 4 I I I I I I " 44"ABOVE FLOOR,HAVE A NET CLEAR OPENING OF 5.7 SQ.FT.(5.0 SQ.FT GRADE LEVEL)AND MIN.AND NET CLEAR 9. ALL STAIR RAILINGS AND GUARD RAILS SHALL BE INSTALLED BEFORE DWELLING IS OCCUPIED. " ADDITIONAL SPECIAL CONDITIONS AND/OR LIMITATIONS AND/OR ITEMS OPENING OF 20"X24". z SUBJECT TO LOCAL INSPECTION: 12. A SMOKE DETECTOR SHALL BE AC/DC TYPE,POWERED FROM A LIGHTING CIRCUIT AND PROVIDED ON EACH FLOOR 10. 3 OR MORE RISERS SHALL BE PROTECTED BY HANDRAIL ON AT LEAST ONE SIDE. o LEVEL INCLUDING BASEMENT.SMOKE DETECTOR SHALL BE INSTALLED IN EACH BEDROOM AND IN THE VICINITY OF 11. OPEN SIDES OF STAIRS OR LANDINGS 18"OR MORE ABOVE ADJACENT FLOOR AND AT WINDOWS ON STAIRS OR LANDINGS SHALL HAVE w "'M-Kr`r' BEDROOMS,AND WIRED IN SUCH A WAY THAT ACTIVATION OF ONE WILL ACTIVATE ALL,AND WITH NO INTERVENING RAILINGS. SWITCHES. IF ADDITIONAL SMOKE DETECTORS ARE INSTALLED BY BUILDER THEY MUST BE INTERCONNECTED WITH 12. OPEN RAILINGS SHALL HAVE GUARDS BELOW RAILING THROUGH WHICH A 4"SPHERE CANNOT PASS. ""R"or"U"as required by State ONES INSTALLED BY MODULAR MANUFACTURER. 12a.A CO DETECTOR SHALL BE INSTALLED ON EACH FLOOR,IT MAY 13. STAIRWAY SHALL BE PROVIDED WITH ILLUMINATION AND WITH A SWITCH IN BOTH DIRECTIONS. BE HARD WIRED. LU I 14. SPACING OF INTERMEDIATE GUARDRAILS AT STAIRWAYS SHALL BE SUCH THAT A 4"SPHERE CANNOT PASS THROUGH. NY NOTE DRAWING INDEX N ON-SITE WORK(RESPONSIBILITY OF OTHERS)INCLUDING,BUT NOT LIMITED TO: 15. ENCLOSED ATTICS AND ROOF SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF SHEET# SHEET TITLE DATE REVISED 2 1. FOUNDATION AND ALL CONNECTIONS FROM THE LOWEST MODULAR LEVEL TO THE FOUNDATION RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATION OPENINGS PROTECTED . BUILDER IS RESPONSIBLE TO COMPLY WITH iW 2. ALL PORCH ROOFS,RAILINGS,POSTS,DECKING,DECKS TO BE SUPPLIED AND INSTALLED ON-SITE BY THE BUILDER 1 COVER SHEET 7/20/21 - 3. INSTALLATION OF INTERIOR DOORS AND FINISHING INTERIOR WALL AND CEILING GYPSUM WHERE MODULAR UNITS AGAINST RAIN AND SNOW AND COVERED WITH CORROSION RESISTANT MESH NOT<1/8 NOR>1/4 IN ANY DIRECTION. NCR PART1265.1 AND NOTIFY CODE 2 FOUNDATION NOTES 7/20/21 - COME TOGETHER. 16. SAFETY GLAZING SHALL BE IN INGRESS AND MEANS OF EGRESS DOORS,IN FIXED AND SLIDING DOOR ASSEMBLIES, ENFORCEMENT OFFICIAL OF THE USE OF 2a FOUNDATION PLAN 7/20/21 - N 4. INSTALLATION OF DOOR AT MATELINE WHERE MODULAR UNITS COME TOGETHER. AND PANELS IN SWINGING DOORS,STORM DOORS,IN ALL UNFRAMED SWINGING DOORS IN DOORS AND ENCLOSURES � 5. PLUMBING AND ELECTRICAL CONNECTIONS BELOW THE LOWEST MODULAR LEVEL FINISHED FLOOR LINE FOR HOT TUBS,WHIRLPOOLS,BATHTUBS AND SHOWERS,IN ANY PART OF A BUILDING WALL ENCLOSING THESE ENGINEERED LUMBER/TRUSSES AND POST 3 1st FLOOR PLAN 7/20/216. a 7. ON-SITEION HOLD DOWNS OR LIGHTING PER PLAN. ROOF STRAPS COMPARTMENTS WHERE THE BOTTOM EDGE OF GLASSING IS LESS THAN 60"ABOVE DRAIN OUTLET,IN AN INDIVIDUAL APPROPRIATE SIGNAGE ON STRUCTURE 3a 2nd FLOOR PLAN 7/20/21 - Z_ 8. INSULATION OF ALL EXPOSED FLOOR AREAS FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE NEAREST VERTICAL EDGE IS WITHIN 24"ARC OF A DOOR IN . BUILDER SHALL SUPPLY AND INSTALL WHOLE 4 1st FLOOR SHEAR WALL PLAN 7/20/21 - p 9. BASEMENT STAIRS TO BE SUPPLIED&INSTALLED ON SITE BY BUILDER J 10. INTERIOR STAIR RAILINGS,GUARDS,AND HANDRAILS CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60"ABOVE FLOOR,IN AN INDIVIDUAL PANEL OTHER THAN HOUSE VENTILATION.THIS INSTALLATION 4a 2nd FLOOR SHEAR WALL PLAN 7/20/21 11. TRUSS SIGNAGE To BE PROVIDED&LOCATED BY BUILDER ON SITE. THOSE LISTED ABOVE THAT MEET ALL OF THE FOLLOWING CONDITIONS. 4b GARAGE SHEAR WALL PLAN 7/20/21 - 12. ALL APPLIANCES,INCLUDING BUT NOT LIMITED TO DISHWASHER,WASHER,DRYER,RANGE,RANGE HOOD, a. EXPOSED AREA IN AN INDIVIDUAL PANE GREATER THAN 9 SQ.FT. SHALL BE INSPECTED AND APPROVED BY m MICROWAVE,REFRIGERATOR,AND WATER HEATER THE LOCAL JURISDICTION. 4C SHEAR WALL DETAILS 7/20/21 - 13. KITCHEN COUNTERTOPS b. BOTTOM EDGE IS LESS THAN 18"ABOVE THE FLOOR. 4d SHEAR WALL DETAILS 7/20/21 - 14. ALL FINISH FLOORING MATERIAL C. TOP EDGE IS GREATER THAN 36"ABOVE THE FLOOR. 15. SHOWERS&TUBS PER PLAN 5 FRONT ELEVATION 7/20/21 - 16. GARAGE DOORS d. ONE OR MORE WALKING SURFACE WITHIN 36"HORIZONTALLY OF GLAZING. SAFETY GLAZING SHALL BE IN WALLS 5a ELEVATIONS 7/20/21 - 17 FINISH MATERIALS TO COMPLETE PANELIZED GARAGE APIA. INCLOSING STAIRWAY LANDINGS OR WITHIN 60"OF THE TOP OR BOTTOM OF STAIRWAYS WHERE THE BOTTOM EDGE OF g ELECTRICAL NOTES 7/20/21 18 ANY ITEMS MARKED ON THE INCLUDED DRAWINGS AS"BY BUILDER'OR"ON-SITE BY BUILDER* GLASS IS LESS THAN 60"ABOVE THE WALKING SURFACE. 17. PLASTICS(INCLUDING GLAZING,SIDING AND SKYLIGHTS)AND FOAM PLASTIC(INCLUDING INSULATION)IF USED SHALL 6a 1st FLOOR ELECTRICAL PLAN 7/20/21 - BE IN COMPLIANCE WITH STATE CODE 6b 2nd FLOOR ELECTRICAL PLAN 7/20/21 LU 18. MINIMUM ROOM SIZE TO BE 70 SQ.FT.WITH A MINIMUM ROOM DIMENSION OF T-0".ONE ROOM A MIN.OF 120 SQ.FT AND /�� 7 PLUMBING NOTES 7/20/21 - w w ( LOCATION OF LABELS: A MIN DIMENSION OF 10 FT.(MINIMUM DIMENSION OF 10'-0"IS NOT CODE REQUIRED BUT IS A MANUFACTURER'S CHOICE �� ,y 7a ISO PLUMBING 7/20/21 - L 0 0;o DATA PLATE - (1)PER DWELLING,AS INDICATED ON PLAN ) J�, Y� ��► 8 FASTENING 7/20/21 - o co z =o}o 3rd PARTYLABEL - 1 PER MODULE,AS INDICATED ON PLAN 19. ALL STAIRWELLS USED AS A COMMON SET OF STAIRS MUST HAVE A MIN.OF 1 HOUR RATING. �� 9 SECTION 7/20/21 - 0 W w -re z w ( ) 20. THE NUMBER OF MODULES MAY VARY. - 9a SECTION 7/20/21 >=w OZ o w STATE LABEL (1)PER DWELLING,AS INDICATED ON PLAN 21. IN ATTIC&ENCLOSED RAFTER SPACES,THE MINIMUM VENTILATION AREA SHALL BE 1/300 OF THE AREA OF SPACE 9b SECTION 7/20/21 - �_� Zz m VENTILATED,PROVIDED A VAPOR RETARDER HAVING A TRANSMISSION RATE NOT EXCEEDING 1 PERM IN ACCORDANCE * _ O� m 9c SECTION 7/20/21 N�)w U,j, u, DP -DATA PLATE -THIRD PARTY LABEL --STATE LABEL WITH ASTM 96 IS INSTALLED ON WARM SIDE OF ATTIC INSULATION AND PROVIDED 50%OF THE REQUIRED VENTILATION, �� . N N o a- �10 DETAILS 7/20/21 BUT NOT MORE THAN 80%OF AREA PROVIDED BY VENTILATORS INSTALLED IN THE UPPER PORTION OF THE C0 W VENTILATED SPACE AT LEAST 3 FT.ABOVE EAVE OR CORNICE VENTS,WITH THE BALANCE OF THE REQUIRED '��► a32431'� �� STATE OF NEW YORK ARCHITECT OR ENGINEER VENTILATION PROVIDED BY EAVE OR CORNICE VENTS 22. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA OF NOT LESS THAN 8%OF THE FLOOR Q� CERTIFICATION STATEMENT w AREA OF SUCH ROOM.THE MINIMUM NATURAL VENTILATION AREA SHALL BE 4%OF THE FLOOR AREA VENTILATED. THE PLANS AND SPECIFICATIONS OF THIS m ATTENTION LOCAL INSPECTIONS DEPARTMENT: 23. WHEN WOOD FRAME PROTECTED CONSTRUCTION(VA)IS USED GYPSUM BOARD IS REQUIRED TO BE ATTACHED 7"0/C. PERMIT SET ARE DERIVED FROM AND DRAWING: DUE TO INCREASED NUMBER OF FASTENERS,MORE THAN USUAL NUMBER OF NAIL-POPS WILL OCCUR.IT WILL BE CONSISTENT WITH THE PLANS AND The following items have not been completed by the Modular BUILDERS RESPONSIBILITY TO RESPACKLE AND RE-TOUCH THESE AREAS. SPECIFICATIONS ASSOCIATED WITH APPROVAL COVER SHEET Homes Manufacturer,have not been inspected by 3rd Party Agency and are not certified by state modular label.Code ALL REQUIRED ENERGY TESTING REQUIRED BY CHAPTER 11 OF THE 2018 IRC AND 2018 IECC NUMBER:M 1370-2020-044 ON FILE WITH THEDIVISION AND THIS CONDITIONAL APPROVAL compliance must be determined at the local level: SHALL BE DONE BY NU TECH ENERGY SOLUTIONS,HC1 BOX 1A 231,107 ROBIN WAY LACKAWAXEN LETTER. SCALE: Foundation,Exterior porches,decks and steps,HVAC systems,Plumbing NOTE' PA 18435,(570)490-3932 NTS WARNING:IT IS A VIOLATION OF THE NYS ,and Electrical,connections,and any items marked,on„included drawings as THE BUILDER IS RESPONSIBLE TO INSTALL PROPER INSULATION PROTECTION OVER ATTIC ACCESS ENERGY CODE TESTING PERFORMED ON-SITE&PASSED IN ACCORDANCE WITH CODES LISTED. EDUCATION LAW ARTICLE 145 FOR ANY PERSON, SHEET: BY BUILDER", BY BUILDER",or with the or symbols. OR PULL-DOWN STAIR AND/OR INSULATION DOME OVER APULL-DOWN STAIR ALL ON-SITE INSPECTIONS BY THE ENERGY TESTING AGENCY AND THE ATTACHMENT OF THE NY UNLESS HE IS ACTING UNDER THE DIRECTION OF A INSIGNIAS BY PFS CORPORATION AT THE FACTORY MUST BE DONE PRIOR TO THE ISSUANCE OF LICENSED PROFESSIONAL ENGINEER,TO ALTER THE LOCAL USE&OCCUPANCY PERMIT.THIS INFORMATION WILL BE NOTED ON THE DATA PLATE. THIS ITEM IN ANYWAY ENGINEERING# OVERALL LENGTH OF HOUSE PER INDIVIDUAL FLOOR PLAN SIMPSON HDU* 221134 SIMPSO ATTACH TO STUDS w/ DRAWN BY. CHECKED BY. ———————————————————————————————————————————————————————————— 1 STHD14RJ* •• ATTACH TO STUDS I (38)16d SINKER NAILS COUPLER NUT * w/SDS 1/4"x2-1/2" RKG XX ------------ ----------------------------------------- • ►.WILED SCREWS*(SEE CHART 1ST STUD 24"FROM CORNER r FOR LOCATION OF STAIRS FLOOR PLANS ARE DESIGNED WITH MAXIMUM WALL THICKNESS OF 10". I PORTION (AS REQUIRED) DATE: I I I FOR QUANTITY) � �� SEE APPLICABLE FLOOR PLAN BUILDER IS RESPONSIBLE TO DETERMINE FOOTING AND ALL REQUIREMENTS. I I * 2"0 5-27-2021 IF WALL EXCEEDS 10",BASEMENT STAIRS MAY BE AFFECTED. I I THREADED ROD TACK SHEATHING •' EMBEDDED IN SALESMAN: CONCRETE(SEE PETS RUMENSKY UNLESS OTHERWISE SPECIFIED I I M�c�M�M CHART FOR SIZE) o I I ACCESS TO CRAWL SPACE BY BUILDER ARE REQUIREDUNDER CLEAR SPANS I I �•s MODEL: THREADED ROD FASTENER CHART NO WIRES I 2 I I IN COMPLIANCE WITH ALL STATE AND LOCAL CODES IN CEILING GIRDER IN EXCESS OF 5'-0" I I • TWO-STORY w ONE#4 REBAR CHART SDS a'x THIS AREA O I I I I 30'MIN. ► /..�„• IN SHEAR CONE MODEL ROD DIA. MODEL .QTY Y SMOKE DETECTOR IN I I REBARLENGTH �; �=`�:• HDU2 5/8' .a HDU2 6 SITE INSTALLS m m� I AC/DC BASEMENT BY BUILDER I I s � 12*MIN. HDU4 5/8m :'. !• •• HDU4 10 HOLD DOWN HDU5 5/8 HDUS 1 z i I 30"x30"xl2"CONCRETE FOOTIN SEE COLUMN SPACING DRAWING 2a j 5 ;"re LENGTH HDU8 7/82 HDU8 20 a I I INTERMEDIATE SUPPORT END SUPPORT I I wme� FROM HDU11 1' .. HDU11 o I I I I CORNER HDU14 1' HDU14 36 O 7 1 I I I I (*)=SUPPLIED&INSTALLED ON SITE BY BUILDER PER (*)=SUPPLIED&INSTALLED N SITE BY BUILDER PER I I I I MANUFACTURER'S INSTALLATION INSTRUCTIONS.SEE MANUFACTURER'S INSTALLATION INSTRUCTIONS.SEE o I I SHEET 2a FOR LOCATIONS. SHEET 2a FOR SIZE&LOCATIONS. I I I I CONNECTION cn oCORNER COLUMN DETAIL CONNECTION DETAIL-1 DETAIL-2 > z I I I I SIMPSON STHDRJ14 HOLD DOWN TO FOUNDATION SIMPSON HDU HOLD DOWN TO FOUNDATION SIMPSON HDU HOLD DOWN TO FOUNDATION w I I CENTER BEAM WITHIN FLOOR 31/2"MIN.DIA.STANDARD STEEL w SYSTEM(SEE CROSS SECTION) PIPE COLUMN STANDARD FOR ALL FLOOR DECKING FLOOR DECKING Z w I I MODELS WITH FULL BASEMENTS co �w � o= I I 16"xl6"x8"BLOCK PIER I I METAL JOIST HANGER METAL JOIST HANGER z w ww U- J I I STANDARD FOR ALL MODELS I I 5/8"DIA.ANCHOR BOLT IMBEDDED OR 2X2 LEDGER o o WITH CRAWL SPACE(TYPE IN CONCRETE MIN.7"(15"IN MASONRY FLOOR JOIST FLOOR JOIST > a- o I I "M"OR"S"MORTAR) I I 6'-0"O.C.MAX. FROM CORNER(*) o` z a W C/�J o I I ANCHOR BOLTS TO START 1'-0"FROM EACH END OF I I 31/2"x7"xl/4 STEEL PLATE o 0 = FOUNDATION AND SPACED PER TABLE R404.1 2 AND SHALL WELDED TO COLUMN F- I I () I i 2x8 DBL.SILL PLATE w a I I I I , cl o I I BE PLACED SO AS NOT TO INTERFERE WITH FLOOR JOISTS CONCRETE PARGING COVER w > I I 2 x-CONTINUOUS SILL PLATE FASTENED I I WITH BITUMINOUS COATING FOUNDATION STRAP 0 I I TO FOUNDATION WALL WITH 1/2"DIAMETER BOLT SPACED PER TABLE R404.1(2) I I 5/8"xl 8"ANCHOR BOLTS ui o N 12"FROM CORNER.BOLTS MUST EXTEND A MIN.15"INTO MASONRY, I I (4)3/8"x4"LONG LAG BOLTS o I I OR 7"INTO CONCRETE I I FOUNDATION WALL BY BUILDER. " IL———v---------------------------------- 31/2"IN DIA.STANDARD z _______ STEEL PIPE COLUMN 16"xl6"BLOCK PIER O ^----------------------------- — -----:.J PERFORATED DRAIN TILE (TYPE"M"OR"S"MORTAR) —�-"ch v�cfl r� cn OPTIONAL CANTILEVER j I OPT.BAY/BUMPOUT I �•.; , - 30 x30 x10 CONCRETE ,,•. •. 30"x30"x10"CONCRETE ,� L---------------- I OPTIONAL CANTILEVER �,:..: •- •- •, FOOTING(STANDARD) FOOTING(STANDARD) SEE INDIVIDUAL FLOOR PLAN FOR ACTUAL DIMENSIONS I #4 RE-BAR CONTINUOUS 32"x32"xl2"CONCRETE 32"x32"xl2"CONCRETE W I ------------------- FOOTING IN MA. FOOTING IN MA. VARIES — PER INDIVIDUAL FLOOR PLAN H FOUNDATION WALL DETAIL BASEMENT COLUMN DETAIL CRAWL SPACE PIER DETAIL D FOUNDATION NOTES: Q 1.ALL CONSTRUCTION AND MATERIAL BELOW THE BOTTOM OF THE FLOOR JOIST IS THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR AND IS TO BE DONE IN ACCORDANCE WITH STATE AND LOCAL Z CODES. Za 2.BASEMENT ENTRANCE,FOUNDATION OR CRAWL SPACE WALLS EXCAVATION AND BACK FILL PILASTER,ETC..MUST COMPLY WITH LATEST EDITION OF BUILDING CODE AND WITH LATEST REVISIONS j STATE/LOCAL CODES,LAWS,RULES AND REGULATIONS INCLUDING FMHA 4241 EXHIBIT D THERMAL TO QUALIFY FOR FEDERAL FINANCING. 1st Fir Floor 1st Fir Floor 3.INSULATION IN FLOORS OR ON FOUNDATION WALLS,AS REQUIRED TO BE THE RESPONSIBILITY OF THE ON-SITE BUILDER AND TO BE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES. 1st Fir Floor m 4.WINDOWS OR VENTS(INSTALLED BY BUILDER)ARE REQUIRED TO PROVIDE 1/150 OF FLOOR AREA AS FREE VENTILATION AND SHALL BE LOCATED AS CLOSE TO CORNERS AS POSSIBLE 5.IF WINDOWS ARE INSTALLED IN LOWER LEVEL OF RAISED RANCH UNITS,VENTS MAY OR BE REQUIRED.CHECK LOCAL REQUIREMENTS. PARALLEL BEA I 6.THE SILLS OF ALL DOOR OPENINGS BETWEEN THE GARAGE AND DWELLING SHALL BE RAISED NOT LESS THAN 4'ABOVE THE GARAGE FLOOR. AT PERIMETER OF 7.ALL FOUNDATIONS MUST BE DESIGNED BY A LOCAL P.E.OR R.A.FAMILIAR WITH LOCAL SOIL CONDITIONS. PARALLEL BEA DWELLING�SIZED8.CRAWL SPACE FOUNDATIONS REQUIRE A MIN.OF A 18'x 24"ACCESS OPENING FOR VENTILATION 1/3 OF 1%OF THE FLOOR AREA PROVIDED BY CROSS VENTS MADE INSECT AND RODENT PROOF WITH AT PERIMETER OF BY LICNSED = PROVIDE(1 SCREEN OR LOUVERS.MIN.CLEARANCE BETWEEN WOOD MEMBERS AND INTERIOR GROUND LEVEL IS 180. DWELLING SIZED LAYER OF /8" ARCHITECT OR — 4ROVIDE(1) 9.FIRE SEPARATION WALLS SHALL BE CONTINUOUS TO BASEMENT FLOOR(SUPPLIED ON-SITE BY BUILDER) BY LICENSED CDX EXTERIOR ENGINEER PER LAYER OF 55/8" 10.PERIMETER RAIL ATTACHED TO SILL WITH 16d NAILS 12"O.C. ARCHITECT OR ALL APPLICABLE CDX EXTERIOR 11.MANUFACTURER WILL NOT ASSUME ANY RESPONSIBILITY IF COLUMN SPACING BY BUILDER/OWNER EXCEEDS MAX.SPANS SHOWN ON BASEMENT COLUMN SPACING TABLE. ENGINEER PER GRADE PLYWOOD STATE&LOCAL GRADE PLYWOOD ALL APPLICABLE SHEATHING,GLUE CODES Z w r— Cw� 12.LOCATION OF WASHER,DRYER,WATER HEATER AND FURNACE IN BASEMENT TO BE INSTALLED PER STATE AND LOCAL CODES(OWNER/BUILDER RESPONSIBILITY). AND SCREW ) SHEATHING,GLUE w w o 0~�Z 13.ANCHOR BOLTS SHALL BE PLACED SO AS TO NOT INTERFERE WITH FLOOR JOIST. STATE&LOCAL TYPICAL AND SCREW w o Z) 14.SIZES REFLECT WOOD TO WOOD DIMENSIONS OF UNITS ALLOWING SHEATHING AND SIDING TO OVERHANG FOUNDATION. IF 3/4"FOAM INSULATION IS USED,INCREASE THE FOUNDATION IN LENGTH CODES) 10"DIAMETERTYPICAL w z =o}o AND WIDTH BY 1 1/2"TO MAINTAIN PROPER OVERHANG.THIS APPLIES TO ALL MODELS. ROVIDE(2)3/4" ACQ PILE w/10 o o: ��z w 15.FOUNDATION PLAN TO BE SUPPLIED WITH EACH HOUSE 10"DIAMETER DIAMETER TON CAPACITY ROVIDE(2)3/4 > ��o w ACQ PILE w/1 DIAMETER =w OE o w 16.FOUNDATION DRAINAGE AND DAMP PROOFING TO COMPLY WITH ONE AND TWO FAMILY BUILDING CODE GALVANIZED THRU GALVANIZED THRU w S� Zz w� 17.CRAWL SPACE SHALL BE PROVIDED WITH A MINIMUM 18"X 24"ACCESS(BY BUILDER ON SITE). TON CAPACITY BOLTS EACH PILE. 0 p 18.MANUFACTURED UNITS COVERED WITH THIS BUILDING SYSTEM ARE DESIGNED FOR INSTALLATION ON SITE BUILT PERMANENT FOUNDATIONS,AND ARE NOT DESIGNED TO BE MOVED OR RELOCATED BOLTS EACH PILE. N o wN w ONCE INSTALLED. PILING DETAIL-1- PILING DETAIL-2 19.FOUNDATION TO BE DESIGNED AND BUILT TO COMPLY WITH A NATIONALLY RECOGNIZED MODEL BUILDING CODE OR AN EQUIVALENT TO BUILDING CODES FOR SITE BUILT HOUSING OR WITH MINIMUM STATE OF NEW YORK ARCHITECT OR ENGINEER co PROPERTY STANDARDS ADAPTED BY THE SECRETARY PERSUANT TO TITLE II OF NATIONAL HOUSING ACT. MATE WALL SIDE WALL CERTIFICATION STATEMENT 20.TO THE MANUFACTURERS KNOWLEDGE THESE UNITS ARE NOT TO BE USED FOR OTHER THAN ON PERMANENT SITE BUILT FOUNDATIONS. 21.RECOMMENDED FOUNDATION ASSUMES A SOIL BEARING PRESSURE OF 2000 PSF. THE PLANS AND SPECIFICATIONS OF THIS m 22.FOOTINGS TO BEAR ON UNDISTURBED SOIL AND BE BELOW FROST LINE. PERMIT SET ARE DERIVED FROM AND 23.CONCRETE USED IN CONSTRUCTION OF FOUNDATION TO HAVE A MIN.STRENGTH OF 2500 PSI. CONSISTENT WITH THE PLANS AND DRAWING: 24.THE FOUNDATION INSULATION SHALL HAVE A RIGID,OPAQUE AND WEATHER-RESISTANT PROTECTIVE COVERING EXTENDED A MIN.OF 6 INCHES BELOW GRADE/(MARYLAND ONLY) SPECIFICATIONS ASSOCIATED WITH APPROVAL NUMBER:M 1370-2020-044 ON FILE WITH THE FOUNDATION NOTES DIVISION AND THIS CONDITIONAL APPROVAL LETTER. SCALE: NTS WARNING:IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, SHEET. UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS ITEM IN ANY WAY 2 ENGINEERING# 221134 DRAWN BY: CHECKED BY: RKG XX DATE: 5-27-2021 SALESMAN: 78'-0' PETE RUMENSKY MODEL: 54'-0' TWO-STORY f7 m m U- 1 I 1 I 1 1 1448 PLF 1448 PLF ANC BOLT CONCRETE FOOTING N FOUNDATION WALL L z coSILL PLATE O LU 24'-0• W O c� ZO W 3'-21/2' 18'-4' r--- ADDITIONAL POINT LOAD 10• r' z Ui LU 2,760 LB HERE TYP. W _ _ _ � w 5' ADDITIONAL POINT LOAD w Cnn J 23'-7' 1 I• s��1j8, 4,234 LB HERE O>O IFV5� >a �a l I I I I I 5'-2' 5'-2' 5'-2' 5'-2' 4'-2' 4' 7'-9' 41- 4'-1' 4'-1' 2022 PLF 888 PLF 888 PLF 1732 PLF 1732 PLF 1732 PLF 888 PLF 2 PLF 2022 PLF 2022 PLF 2022 PLF Q o I 1 1 I 1 1 _ o OINT LO _ —S OINT LO OINT 0 --� OINT L INT LOB - - --9-- - - - - - - - - - - -� - —9- - Z O inr- c�MvLntoti cc � I > �� LU UN EXCAVATED GARAGE ADDITIONAL POINT LOAD I I I I I I ADDITIONAL POINT LOAD LB HERE 5,296 LB HERE ...._._.___ W N W _w W ON SITE R-13 INSULATED WALLS cn Ln Z 29'-81/2' IAUDI I IUNAL PUIN I LUAU ADUI I IUNAL PUIN I LUAU .,J 4,002 LB HERE 4,002 LB HERE 19'-1 1/2• ADDITIONAL POINT LOAD ADDITIO POINT LOAD ADDITIONAL POINT LOAD 10,236 LB HERE 10,236 LB HERE Ivi 6,824 LB HERE m ON TE INSULATED DOOR 15'-4' I 1'-51/4' 61/2' J LI - - 1448 PLF -_ 444 PLF — -- � - - 444 PLF -- --------- 4 q 4 F- W C`' 21'-5' 17'-2' 14'-41/2' 1'-2' 1 Z M LU C� 2'-0' 9'-3' '-41/2 s'-3• 2'-0• NOTE: Ce Note: w Z 'o 23'-101/2• SEE FOUNDATION DETAIL SHEET 2 "Foundation walls,piers,grade beams and all other W O W or W �' — — — — — — I foundation elements shall be designed b a registered I w�_ ZO�_ _ _ _ _ _ _ _ _ _ g Y g o MC zZmL) professional having knowledge of the local soil N COI ��; SYMBOLS: I I N�o WN W UJ conditions.In addition to all code requirements, N =HOLD DOWN DEVICE.BUILDER TO PROVIDE HOLD I foundation design shall incorporate all hold-downs, DOWN TO THE FOUNDATION FOR THE LOADS LISTED. I point loads equal to the hold-down capacity at all o a I = I hold-down locations,uplift loads,lateral loads,and m LU W POINT LOAD.POINT LOADS ARE FROM 1st STORY ?.?K CEILING OR ABOVE AND MUST BE CONSIDERED IN �ravity loads induced by the modular structure" _ ( DRAWING: ADDITION TO UNIFORM PLF LOADS. L J L --- .J — ' — -—- —-—- —-—-— STATE OF NEW YORK ARCHITECT OR ENGINEER CERTIFICATION STATEMENT FOUNDATION PLAN THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND SCALE: CONSISTENT WITH THE PLANS AND NTS WARNING:IT IS A VIOLATION OF THE NYS SPECIFICATIONS ASSOCIATED WITH APPROVAL SHEET: EDUCATION LAW ARTICLE 145 FOR ANY PERSON, NUMBER:M 1370-2020-044 ON FILE WITH THE UNLESS HE IS ACTING UNDER THE DIRECTION OF A DIVISION AND THIS CONDITIONAL APPROVAL LICENSED PROFESSIONAL ENGINEER,TO ALTER LETTER. 2a THIS ITEM IN ANY WAY ENGINEERING # 22113 4 DRAWN BY: CHECK ED BY: 10'-0' 54'-0' RKG XX 12'o.c.TRUSS SPACING FOR SNOW DRIFTING DATE: * * j r-------------------------------------i I 5-27-2021 tp I ( STONE PATIO SALESMAN: •� 0 43"ll,� �� I I ON-SITE BY OTHERS I I PETE RUMENSKY OF MODEL: 11-6 11-3 5-47-11 7-11il-8a4-1 TWO-STORY -if26'-10' I I 19'-0' I I 8'-22 Y WINDOWS DP 6' 17'-81/2' 6• 1 34'-4• I 51/• s' m m l l l l l l CALLOUT R.O.SIZE LIGHT VENT EGRESS U-VALUE RATING POT FILLER C24 48 1/2'x48 1/2' 11.8 10.8 N/A 0.31 50 AFF TBD C24 TW3056 I TW3056 FWG8080 TW3056 I TW3056 TW3056 381/8'x68 7/8' 12.89 7.14 33 7/8'x301/4' 0.31 30 2 1.5x9.25 LVL(HDR1-3) �, 124 W3024 W2442 124 124 r ccis (2)2X6 SPF#2(HDR1-1) (2)2X6 SPF#2(HDR1-) () (2)2X6 SPF#2(HDR1-1) (2)2X6 SPF#2(HDR1-1) TW3056 3 113 5/8 x68 7/8 38.67 21.42 33 7/8 x301/4 0.31 30 OoA RW3624 NTW2456 301/8'x68 7/8' 9.56 5.46 N/A 0.31 30 y� `° DB2 3 pW B24I Z TW3052 381/8'x64 7/8' 12.03 6.67 33 7/8•x281/4' 0.31 30 SB36 ICE MAKER I � a, o TW3052-2 75 7/8'x68 7/8' 24.06 13.34 33 7/8'x281/4' 0.31 30 CD A.A.V. v w TW2432 301/8'x40 7/8' 5.09 2.94 N/A 0.31 30 m x Er o` TW1852-3052-1852 82 3/8'X 68 7/8' 23.65 13.71 33 7/8'x281/4' 0.31 50 KITCHEN I O N o~ z cn 23'-101/2' NOOK I FAMILY ROOM °° 0 Lu N AREA=441.28 SF F-� w co Q a 4'-0 3/4' 4'-101/4' 14'-11 1/2' J `_" °' B30 DB24 B30 1 LT=35 30(READ)37.58(PROV) I AREA=342.46 SF z Z w w 51/2' (2)2X6$P HEADER O o I VT=17 65(READ)25.08(PROV) VT=13.70(REQD)50.66(PROV) N=�z -i (n W LT=27.40(REQD)87.88(PROV) w p ti _o Of O✓ cl) 3-0 TW3056 - 4'-0' losc OSC I .4w> ¢ w EL J SFS00 PANEL BACKER I W o z � z (2)2X6 SPF#2 HEADER "' �------------ cn 0 LL I ..... �Qililil UN 3 I SUPPLIED AND INSTALL DNBY SBS �N CN� iiliii Q N � r� , Can �titi NOTE:PANELIZED GARAGE CONSTRUCTION TO BE 7'-51/2' 16'-51/2' COMPLETED ON-SITE BY BUILDER,INCLUDING,BUT NOT q DB30 VDT36 DB30 `r �, 2 2X4 SPF#2 STUDS (2)2X4 SPF#2 STUDS 3'-1' 4' 11'-9' " Z LIMITED TO:FIRE SEPARATION,WALL BRACING c9i () N o PER MOD PER MOD (2)2X4 SPF#2 STUDS cn V5 N M CO ti REQUIREMENTS,ELECTRICAL WIRING&DEVICES,AND 5-2 5/8 10-0 3-21/4 W3042 W3624 W3042 3-2118 PER MOD > F ALL FINISH MATERIALS.DESIGN AND CONSTRUCTION ------------------- w SHALL BE REVIEWED,INSPECTED AND APPROVED BY THE ______DROP HEADER_ ____ WSJ- LOCAL BUILDING OFFICIAL. - - (2)2X12 SPF#2 CEILING BEAM M CD (2)1.5'x9.25'LVL CEILING BEAM EACH MOD INSULATE B M S IR ALLY► I I I EACH MOD NO SPLICES THIS AR ALL FIRE SEPARATION BETWEEN _ (CB1-1) L "I ( I (CB1-2) VSB36 '� I�Iz I W GARAGE,HOUSE&BONUS ROOM TO o N `4 o N --- - `'' A. V. BE DONE ON-SITE BY BUILDER PER m � � I � � � A.A.CT V STATE&LOCAL CODE COMPLIANCE. w I I I I ONSITE DOOR z SWEEP BATH#4 W '2'�1n�3o' w_ N N �- 4 rn 3'$' -- 1 1/� to ATTIC I cn N N gCCES`I cn N w 4'-9• Q �I m PANELIZED GARAGE co lu DINING ROOM _= °, _3-0 O 04 AREA=296 47 SF on~O Q � LT=23 72(REQD)38 67(PROV) } ARREEAF F203 O F LT=16.24(REQD)57 79(PROV) X VT=11 86(REQD)21 42(PROV) J m J Lr) a a- 0 FOYER ur=8.12(REQD)32 3a(PROV) ---------- cno N m r------- ---I r------------ - --� I I I I I z � t� I (4)2x6 SPF#2 STUDS (4)2x6 SPF#2 STUDS 19'-101/2' 3 2x6 SPF#2 STUDS (3)2x6 SPF#2 STUDS () (3) 6 SPF#2 STUDS (3)2x6 SPF#2 STUDS 1'-71 ' (3)1.5'xl8'LVL FLOOR RIM'S ABOVE(HDR1-4) SF600 (3)1.5'xl4'LVL FLOOR RIM'S ABOVE(HDR1-5) ._._.-.._-..-.._....._-..-..-.�.-......._.._--..�.._ .........._....._.__................._.-......._ 8'-O"TALL .._..._.__.. ..�,�.., 3-0 2SL I F .........._..................................._..-.........................................................._.... F- W ED Nh ===m i i TW30 3 i (2)2X10 SP#2(HDR1-2) i TW3056-3 W W Of 1. Q� A.Lo of 2-0 N (2)2X10 PF#2 HDR 4 I ( (2)2X10 PF#2 HDR �w c O ----(3)2X10 SPF#2HEADER---- ---- (3)2X10 SPF#2HEADER --- ( PORCH ON-SITE BY I 0 CL Luz o -c� I OTHERS I q c� _�z Of 9'-3'W x 8'-3'H R.O.FOR ON-SITE GARAGE DR 9'-3'W x 8'-3'H R.O.FOR ON-SITE GARAGE DR 51/2' co W ~_� 2'-0' '-41/2 10'-7 314' 10'-7 3/4' 1 8'-4 3/4' 8'-91/4' 1 7'-21/4' 7'-21/4' ��-O w =w Oro 6'-71/2' 10'-71/2' 6'-71/2' 1 1/2' I 12'-0' I p�v Z z mo 23'-101/2' S 1/2' 19'-101/2' 1/' �, r-� r r-I 1/ 13'-51/2' S 1/2' 1'-2' N voi w wL0 c~n DOORS �L----_� _ -L__-__LJ N a CL 2l'-31/2' t---17'-2' t 16-61/2' c/) CALLOUT R.O.SIZE LIGHT VENT U-VALUE --- - 541-02 Lu 3/0 w/2SL 681/2'x961/2' 3.34 19.33 0.16 o Q FRONT 3/0 9-CITE 381/2'x961/2' 5.14 19.33 0.23 Lu NOTE:THIS HOUSE IS NOT LOCATED IN A FLOOD PLAIN 9'-0"CEILING HT 0° 310 FIRE-45 min, 371/2'x81 1/2' 0 0 0.16 THIS LOCATION DOES NOT CONTAIN ANY LOT LINE FIRE SEPARATION. 71-11 3/4"HDR HT(U.N.O.) DRAWING: FWG8080 96x96 42.98 25.46 0.32 STATE OF NEW YORK ARCHITECT OR ENGINEER WINDOW I DOOR SCHEDULE NOTES: CERTIFICATION STATEMENT 1ST FLOOR PLAN 1. WINDOWS,DOORS AND SKYLIGHTS OF EQUAL OR BETTER PERFORMANCE AND MANUFACTURED BY OTHER THAN SHOWN MAY BE SUBSTITUTED. THE PLANS AND SPECIFICATIONS OF THIS 2. WINDOWS,SKYLIGHTS AND GLASS DOORS USED SHALL BE NFRC RATED. PERMIT SET ARE DERIVED FROM AND SCALE: 3. EACH PLAN DESIGNED FROM BUILDING SYSTEMS WILL COMPLY WITH ENERGY REQUIREMENTS OF BUILDING ENVELOPE OF EACH COUNTY OF SPECIFIC STATE(RES-CHECK WILL BE CONSISTENT WITH THE PLANS AND DONE FOR EACH). NTS 4. FOR WIND BORNE DEBRIS REGIONS,WINDOWS ARE TO BE PROTECTED WITH WOOD STRUCTURAL PANELS.PANELS ARE TO BE PROVIDED ON-SITE BY BUILDER AND SHALL BE WARNING:IT IS A VIOLATION OF THE NYS SPECIFICATIONS ASSOCIATED WITH APPROVAL AVAILABLE ON PREMISES. EDUCATION LAW ARTICLE 145 FOR ANY PERSON, NUMBER:M 1370-2020-044 ON FILE WITH THE SHEET: 5. WHEN THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 720 ABOVE FINISHED GRADE OR SURFACE BELOW,THE LOWEST PART OF THE CLEAR OPENING SHALL BE UNLESS HE IS ACTING UNDER THE DIRECTION OF A DIVISION AND THIS CONDITIONAL APPROVAL MINIMUM 24'ABOVE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED.GLAZING BETWEEN THE FLOOR AND 24'SHALL BE FIXED OR HAVE AN OPENING THROUGH LICENSED PROFESSIONAL ENGINEER,TO ALTER LETTER. 3 WHICH A 4'DIAMETER SPHERE CANNOT PASS.EXCEPTIONS PER R312. THIS ITEM IN ANY WAY ENGINEERING# 221134 DRAWN BY: CHECKED BY: D A 54,_011 RKG XX DATE: 4 0 11 11 1/4 8 41/4 6 3 3/4 8 5 5 6 3/4 9 5 5 27 2021 SALESMAN: 6" 18'-11 1/2" 4" 8'-10" 6" 6-0" 4" 12'-8 7/8" 4" 4'-11 5/8" 6" PETE RUMENSKY TEMPERED � MODEL: TW3052 TW3052 TW2432 TW2432 TW3052 TW3052 TWO-STORY °3?4 31 Y (2)2X6 SPF#2(HDR1-1) (2)2X6 SPF#2(HDR1-1) (2)2X6 SPF#2(HDR1-1) (2)2X6 SPF#2(HDR1-1) TEMPERED m m� (2)2X6 SPF#2(HDR1-1) o� -• I co c I 0 0 � ( >> _ `� ( �' WALK-IN I m I WALK-IN ( �- CLOSET I o CLOSET �, BEDROOM#4 BEDROOM#1 1 AREA=135.09SF CIO LT=10.81(REQD)24.06(PROV) J OO AREA=D)48.2 I � ( o ti Vf=5.40(REQD)13.34(PRO\4 o w LT=21.69(READ)48.12(PROV) o 'F o ui J _ vT=10.84(READ)26.68(PROV) BATH#2 0 z o p co = I cfl J = LL F- �- f72, � Z c/) Lu m I cn O 5 m._._..--------------_...-_....----� ._..-- .�I 5-OTUB/SHWR Z�� > ° O <= I o ° � w ¢�i `n BATH#3 N w w z - o " • N a D 3-0 3-0 w co w N 31'-1 3/8" f- ao or¢ I I I I I C> _ c I L305P PULL i ti C �N} �, (2)2X4 SPF#2 STUDS DOWN STAIRS �� o .v m o rn o ti l EACH MOD (30 x60 R.O.) 15'-101/2" N Q > 16-3 z I "F CCO�NM�!'lnCDl� (2)1.5"x9.25"LVL CEILING BEAM EACH MODULE(CB2-1) w �p �p ----- --------- cc FLUSH CEILING �p JRA(LING SUPPLIE & ST LL D ON-SITE BY T R (2)2X4 SPF#2 STUDS 0 a I EACH MOD 3'-101 5'-9" 5'-9" _ YA °° I J. ui BATH#1 `� LINEN r (2) _p (2) -0 I N I 6'-1 1/2" � ROOF BELOW v � � VDB12 W 4-0 31_611 3-0 N F- 2V BEDROOM#2 p �' � " N N ..........--------------..�.. ----- ..»- ...........W.. � �N ch AREA=153.07 SF jLT=12.25(READ)24.06(PROV) N � BEDROOM 3ru Lu CUT TO 331/2' Vr-6.12(REQD)13.34(PROV) -,, B E ROO # p Q 0 V_ I AREA=194.85 SF Z O a ¢Z _ LT=15.59(READ)32.98(PROV) Z 0 VD612 = m o o cn 9'-71/2" VT=7.79(REQD)18.44(PROV) J Z w in o � 3' „ LAUNDRY ° m l a co� d`•' `� r I I > I¢ ( ¢c00n a� m o - I ' � U 3'-3" r CN CD WITH SHELF KITS _ v ( M 0' (3)2X6 SPF 2 M co m � m TEMPERED ° TEMPERED (2)2X6 SPF#2 Z w co 21F 2 2X10 SPF#2 HDR2-2 (2)2X10 SPF#2(HDR2-2) ?(.,)1 " V,L,DROP HEADS 1/2" (2)2X10 SPF#2(HDR2-2) w w o 0 ti Vic UNE OF MODULE BELOW(CANnLEVERE2L o TW3052-2 TW3052-2 .5X7.25 HEADER HEIGHT 7'-2 3/4' (3)1 LVL HEADER w TW3052-2 0 w z Eu, =o z of TW1852 TW3052 TW1852 J cn ~�oco -�. �=Yf- w o LJ _ 0O r w 10'-1 " 1'-9 " NcoUa}m6" 9'-0" 4" 11'-0" 4" 3'-0" 6" 51/2 6 16-01/2 6 o ———————————————————————————————— w`N 24'-2" 1 V-01/2" 18'-91/2" c c/) 5'-3" 10'-10" 13-71/4" 16-11 1/2" 8'-41/4" de w J_ 54'-0" a H FRONT m 8'-6"CEILING HT DRAWING: 7'-5 3/4"HDR HT(U.N.O.) STATE OF NEW YORK ARCHITECT OR ENGINEER 2ND FLOOR PLAN CERTIFICATION STATEMENT THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND SCALE: CONSISTENT WITH THE PLANS AND NTS WARNING:IT IS A VIOLATION OF THE NYS SPECIFICATIONS ASSOCIATED WITH APPROVAL SHEET: EDUCATION LAW ARTICLE 145 FOR ANY PERSON, NUMBER:M 1370-2020-044 ON FILE WITH THE UNLESS HE IS ACTING UNDER THE DIRECTION OF A DIVISION AND THIS CONDITIONAL APPROVAL LICENSED PROFESSIONAL ENGINEER,TO ALTER LETTER. 3a THIS ITEM IN ANY WAY ENGINEERING# 221134 1-2 DRAWN BY: CHECKED BY: 1-1 RKG XX DATE: 54.00' 5-27-2021 SALESMAN: 9.48' 7.64' 2.49' � .32_ 2.33' 2.49' 2.50' PETE RUMENSKY 1-A - N MODEL: 9 R_ TWO-STORY L I Io LD11:1 I I I U mm ! ! ! ! I ! ICE MAKEREta I M _F 04 I U- �........i N Lo V KITCHENCR , _------------- NOOK FAMILY ROOM z 1 I I I - I I I w I I � I I LL II I Z� � I��-------------�-0 I I O w I I I �Q I Lu �� z w w r..» z N O a I- I Ucr ZO> V O �QlIIIII Rip q� Lij N r LAP SHEATHING o N ��► c� ------------------- ------------------- Z o I I I 032431•� O I I I I BATH#4 Lu oor t4 N" DINING ROOM i - N �"�N EN OFFICE Q Z FOYER z- 0 0 ----------- -� J_ 0 I I op I I I ti I x I I I 0 1_g - maz- - - - - - - - Z w m w M I r r r r r r I �O ��_ vow ��-O .----------- 5.91 5.91 5.54 5.92 2.45 2.45 O z J o w F-� w BRACED WALL SYMBOLS LEGEND: w ~ zo o =w Ow0w 0 =CONTINUOUS SHEATHING BRACED WALL cn~ Um;"' FASTENING REQUIREMENTS: =METHOD GB BRACED WALL g N � w J CS-WSP:0.131x2.5"NAILS @ 6"o.c.EDGE&12"o.c.FIELD WSP:0.131x2.5"NAILS @ 6"o.c.EDGE&12"o.c.FIELD =HOLD-DOWN DEVICE(SEE SCHEDULE) FRONT m GB:5d COOLER NAILS OR 1-1/4"DRYWALL SCREWS @ 7"o.c. 9'-0"CEILING HT DRAWING: CS-PF:SEE DETAILS '7-11 3/4"HDR HT U.N.O. HOLD-DOWN SCHEDULE ) STATE OF NEW YORK ARCHITECT OR ENGINEER 1ST FLOOR SHEAR WALL SYMBOL HOLD-DOWN CERTIFICATION STATEMENT PLAN NOTE:CS-WSP SHEATHING SHALL BE FULL-HEIGHT SHEETS,INSTALLED THE PLANS AND SPECIFICATIONS OF THIS VERTICALLY,WITH LONG EDGES OCCURRING OVER WALL FRAMING. 800#STRAP FROM WALL STUDS TO FLOOR BANDS PERMIT SET ARE DERIVED FROM AND SCALE: CONSISTENT WITH THE PLANS AND NTS WARNING:IT IS A VIOLATION OF THE NYS SPECIFICATIONS ASSOCIATED WITH APPROVAL SHEET: EDUCATION LAW ARTICLE 145 FOR ANY PERSON, NUMBER:M 1370-2020-044 ON FILE WITH THE UNLESS HE IS ACTING UNDER THE DIRECTION OF A DIVISION AND THIS CONDITIONAL APPROVAL /� LICENSED PROFESSIONAL ENGINEER,TO ALTER LETTER. 4 THIS ITEM IN ANY WAY ENGINEERING# 221134 2-1 2-2 DRAWN BY: CHECKED BY: RKG XX DATE: 54.00' 5-27-2021 2.41' 8.76' 5.51' 3.80' 5.57' 2.39' 7.83' SALESMAN: PETE RUMENSKY 2-A MODEL: TWO-STORY o I mm� llllli x � � � BEDROOM#4 BEDROOM#1 Z BATH#2 0 LQ 60 100 ZU) ow BATH#3 cn a ow ow Ilk— C• "-' w w U) r----------r 08 1a. I N� I I N �QIIIIii I I I L---------- 10 H o ' o "' o�� llllll Z 0 U)�c�lr�vnmr� 0 I ci � BATH#1 WI BEDROOM#2 O BEDROOM#3 D� N LAUNDRY Z I o 0 60 co �m G. ZA � I -71 2.25 4.51' 4.92' LV 2.09' 2.09' 7.28' 5.19' W a-to>- WLu�20 w Z 0>-U �_c) ot20w BRACED WALL SYMBOLS LEGEND. FASTENING REQUIREMENTS: "' zZ 0 =CONTINUOUS SHEATHING BRACED WALL U)t2 U�w co uJ CS-WSP:0.131x2.5"NAILS @ 6"o.c.EDGE&12"o.c.FIELD FRONT �t I D AID ^�N aw." =METHOD GB 8 BRACED WALL WSP:0.131x2.5"NAILS @ 6"o.c.EDGE&12"o.c.FIELD ,-6„CEILING HT '�� C U) @ NY GB:5d COOLER NAILS OR 1-114"DRYWALL SCREWS 7"o.c. �, Y4� /,► WARNING:IT IS A VIOLATION OF THE S - � �i J CS-PF:SEE DETAILS 71-5 3/411 HDR HT(U.N.O.) �j d+ � EDUCATION LAW ARTICLE 145 FOR ANY Xi/ � UNLESS HE S ACT NG UNDER THE D RECTION OF A =HOLD-DOWN DEVICE(SEE SCHEDULE) w LICENSED PROFESSIONAL ENGINEER,TO ALTER ,*. *NOTE:CS-WSP SHEATHING SHALL BE FULL-HEIGHT SHEETS,INSTALLED THIS ITEM IN ANYWAY DRAWING: HOLD-DOWN SCHEDULE VERTICALLY,WITH LONG EDGES OCCURRING OVER WALL FRAMING. Cp STATE OF NEW YORK ARCHITECT OR ENGINEER 2ND FLOOR SHEAR WALL -� Q31 0� CERTIFICATION STATEMENT SYMBOL HOLD-DOWN PLANilk2;31. THE PLANS AND SPECIFICATIONS OF THIS ❑x 800#STRAP FROM WALL STUDS TO FLOOR BANDS OIL N PERMIT SET ARE DERIVED FROM AND SCALE: CONSISTENT WITH THE PLANS AND NTS SPECIFICATIONS ASSOCIATED WITH APPROVAL NUMBER:M 1370-2020-044 ON FILE WITH THE SHEET: DIVISION AND THIS CONDITIONAL APPROVAL LETTER. 4 a ENGINEERING# GARAGE 221134 WALL BRACING PER 2020 RCNYS 1-3 1- DRAWN BY: CHECKED BY: WIND SPEED(Vult): 117 RKG xx EXPOSURE CATEGORY: B DATE: BRACED WALL LINE: 1-C 1-D 1-3 1-4 5-27-2021 BRACED WALL LINE LENGTH ft): 23.88 23.88 25.00 25.00 23.88' SALESMAN: BRACED WALL LINE SPACING ft): 25.00 25.00 23.88 23.88 2.46' 13.37' PETE RUMENSKY No.OF STORIES: 1 1 1 1 MODEL: Roof Only Roof Only Roof Only Roof Only 1 C TWO-STORY SUPPORT CONDITION: oo O y o y y y mm!!4 ;uEililll EAVE TO RIDGE HEIGHT(ft.): 7 7 7 7 C'• STORY HEIGHT(ft.): 10.0 10.0 10.0 10.0 BRACED WALL METHOD: CS-WSP CS-WSP CS-WSP CS-WSP LENGTH OF BRACING REQUIRED PER TABLE 4.25 4.25 4.08 4.08 R602.10.3(1),Interpolated ft): o EXPOSURE FACTOR-TABLE R602.10.3(1) ITEM 1: 1.0 1.0 1.0 1.0 w EAVE TO RIDGE FACTOR-ITEM 2: 0.82 0.82 0.82 0.82 0 STORY HEIGHT FACTOR-ITEM 3: 1.0 1.0 1.0 1.0 Z cn 0W BRACED WALL LINE QUANTITY FACTOR-ITEM 4: 1.0 1.0 1.0 1.0 cn aP', o z WW ADDITIONAL GYPSUM FASTENING FACTOR- 1.0 1.0 1.0 1.0 VA w ITEM 7(METHOD GB ONLY,IF APPLICABLE): 11 cn MINIMUM LENGTH OF BRACING REQUIRED o 0 AFTER ADJUSTMENTS ft): 3.49 3.49 3.35 3.35 >a- I I I ! I I LENGTH OF BRACING PROVIDED ft): 15.83 8.07 18.65 20.79 oCjv- - N 1/2x 0 0 C) I ATTIC cc _\j BRACED WALL SYMBOLS LEGEND: ccEssL_ =CONTINUOUS SHEATHING BRACED WALL PANELIZED GARAGE W I =METHOD GB BRACED WALL ao y o n W ao �.., =HOLD-DOWN DEVICE(SEE SCHEDULE) I I I I � i I i I Z HOLD-DOWNI I I I SYMBOL HOLD-DOWN I I I I m Q X 800#STRAP FROM WALL STUDS TO FLOOR BANDS I I I I I I I I I I I FASTENING REQUIREMENTS: I I I I I I I I w CS-WSP:0.131x2.5"NAILS @ 6"o.c.EDGE&12"o.c.FIELD I I I I w uj o o� WSP:0.131x2.5"NAILS @6"o.c.EDGE&12"o.c.FIELD _ ----------------- -----------_----- _ �Cuj o �;�to o GB:5d COOLER NAILS OR 1-1/4"DRYWALL SCREWS 7"o.C. 1-p o o O �w Z @ 2.00 1.38 2.00 w EE �=o CS-PF:SEE DETAILS CS-PF=3. 0' CS-PF=2.07' CS-PF=3.00' w S= Zo 0 Lu U Z m N cnw ULO}� - w N of W NOTE:CS-WSP SHEATHING SHALL BE FULL-HEIGHT SHEETS INSTALLED R N VERTICALLY,WITH LONG EDGES OCCURRING OVER WALL FRAMING. o Q �sui J � m ck� DRAWING: STATE OF NEW YORK ARCHITECT OR ENGINEER GARAGE SHEAR WALL (p � CERTIFICATION STATEMENT PLAN �3?431•� �� PERMITHE T ARENS AND SDERIVEDAF OM ATIONS OND HIS SCALE: OF CONSISTENT WITH THE PLANS AND NTS WARNING:IT IS A VIOLATION OF THE NYS SPECIFICATIONS ASSOCIATED WITH APPROVAL SHEET: EDUCATION LAW ARTICLE 145 FOR ANY PERSON, NUMBER:M 1370-2020-044 ON FILE WITH THE UNLESS HE IS ACTING UNDER THE DIRECTION OF A DIVISION AND THIS CONDITIONAL APPROVAL LICENSED PROFESSIONAL ENGINEER,TO ALTER LETTER. 4 b THIS ITEM IN ANY WAY 11 q i ENGINEERING# 221134 DRAWN BY: CHECKED BY: RKG XX DATE: 5-27-2021 SALESMAN: PETE RUMENSKY MODEL: TWO-STORY MMLL 111 z 0 cn w 1 ST FLOOR 2ND FLOOR oN �cn WALL BRACING PER 2020 RCNYS WALL BRACING PER 2020 RCNYS o W_ct WIND SPEED(Vult): 117 WIND SPEED(Vult): 117 w Q EXPOSURE CATEGORY: B EXPOSURE CATEGORY: B o> 0 BRACED WALL LINE: 1-A 1-13 1-1 1-2 BRACED WALL LINE: 2-A 2-13 2-1 2-2lafl Q I i l l l ! BRACED WALL LINE LENGTH(ft.): 54.00 54.00 31.63 31.63 BRACED WALL LINE LENGTH(ft.): 54.00 54.00 31.13 31.13 C�l BRACED WALL LINE SPACING(ft.): 31.63 31.63 54.00 54.00 BRACED WALL LINE SPACING(ft.): 31.13 31.13 54.00 54.00 o N i i ! i i i No.OF STORIES: 2 1 2 2 2 No.OF STORIES: 2 2 2 2 Z 0 Dr cvMvLOca� SUPPORT CONDITION: Roof+1 Floor Roof+1 Floor Roof+1 Floor Roof+1 Floor SUPPORT CONDITION: Roof Only Roof Only Roof Only Roof Only w EAVE TO RIDGE HEIGHT(ft.): 12 12 12 12 EAVE TO RIDGE HEIGHT(ft.): 12 12 12 12 STORY HEIGHT ft. : 11.0 11.0 11.0 11.0 STORY HEIGHT ft. : 10.0 10.0 10.0 10.0 W BRACED WALL METHOD. CS WSP CS-W P C -WSP CS-WSP BRACED WALL METHOD: CS-W P CS-WSP CS-WSP CS-WSP W LENGTH OF BRACING REQUIRED REQUIRED PER TABLE PER TABLE Q LENGTH OF BRACING RE 9 99 g.gg 16.70 16.70 5.17 5.17 8.60 8.60 R602.10.3(1) ,Interpolated(ft.): R602.10.3(1) ,Interpolated(ft.): N E 2.10.3 1 ITEM 1: 1.0 1.0 1.0 1.0 EXPOSURE FACTOR-TABLE R602.10.31 ITEM 1: 1.0 1.0 1.0 1.0 Q EXPOSURE FACTOR TABLE R60 ( ) ( } z EAVE TO RIDGE FACTOR-ITEM 2: 1.06 1.06 1.06 1.06 EAVE TO RIDGE FACTOR-ITEM 2: 1.12 1.12 1.12 1.12 Z o J STORY HEIGHT FACTOR-ITEM 3: 1.05 1.05 1.05 1.05 STORY HEIGHT FACTOR-ITEM 3: 1.0 1.0 1.0 1.0 - BRACED WALL LINE QUANTITY FACTOR-ITEM 4: 1.0 1.0 1.0 1 1.0 BRACED WAL LINE IUAN- . , CTOR-ITEM 4: 1.0 1.0 1.0 1.0 ITI � I ADDITIONAL GYPSUM FASTENING FACTOR- 1.0 1.0 1.0 1.0 ADS ONAI (PSLIK4 FP FENINC -ACTno _ - 1.0 1.0 ITEM 7(METHOD GB ONLY, IF APPLICABLE): _1111 7 _TF D GI )NI ,IF APF CA .4 MINIMUM LENGTH OF BRACING REQUIRED 11.12 11.12 18.59 59 INIMUM LEI` 7H C BF CING R )U ED 5.79 9.63 9.63 AFTER ADJUSTMENTS(ft.): :TER A^JU� MEN 3)(ft � w LENGTH OF BRACING PROVIDED(ft.): 29.25 28.19 27.25 ..70 LL '^T' JF E ^,I� PRC. '^r" kft.): 36.27 1-' 20.99 24.81 w wo o; = �wz ��o 0 c�� =Qz� Lu >�U) M0c LLJ=w Ofto LU Q S0 ZZM0 N ccnw VL'}c~n N -0 wNwLLI N d Cn WARNING:IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, w UNLESS HE IS ACTING UNDER THE DIRECTION OF A w S LICENSED PROFESSIONAL ENGINEER,TO ALTER m � THIS ITEM IN ANY WAY DRAWING: '* * STATE OF NEW YORK ARCHITECT OR ENGINEER (p . CERTIFICATION STATEMENT SHEAR WALL DETAILS THE PLANS AND SPECIFICATIONS OF THIS E32431'� U PERMIT SET ARE DERIVED FROM AND SCALE: y CONSISTENT WITH THE PLANS AND NTS O� SPECIFICATIONS ASSOCIATED WITH APPROVAL NUMBER:M 1370-2020-044 ON FILE WITH THE SHEET: DIVISION AND THIS CONDITIONAL APPROVAL LETTER. 4 C ENGINEERING# 23-71/2" 221134 (3)2X12 DRAWN BY: CHECKED BY: /3�2X12 PF#2 EADER HEADER w/FILLER RKG xx l FASTEN SHEATHING TO DATE: HEADER WITH 8d COMMON OR 5-27-2021 GALVANIZED BOX NAILS IN 3"oc SALESMAN: GRID PATTERN AS SHOWN 1,000 LB STRAP EA.END(OPPOSITE SHEATHING) 1,000 LB STRAP EA.END(OPPOSITE SHEATHING) FASTEN TOP PLATE MIN. 1000# PETS RUMENSKY TO HEADER WITH HEADER STRAP,OPPOSITE SIDE OF SHEATHING MODEL: TWO ROWS OF 16d SINKER NAILS AT TWO-STORY IF NEEDED,PANEL SPLICE EDGES SHALL 3"oc TYP. m In LL I I I I I I 0 OCCUR OVER AND BE NAILED TO COMMON 2x6 a' BLOCKING WITHIN MIDDLE 24"OF PORTAL HEIGHT.ONE ROW OF 3 oc NAILING IS FRAMING REQUIRED IN EACH PANEL EDGE 7/16" FRAMING COVERED WITH z MIN. 2 3,500#STRAP-TYPE WOOD STRUCTURAL PANEL ( ) SHEATHING 0 En SHEATHING WITH 8d COMMON HOLD-DOWNS w (EMBEDDED INTO CONCRETE AND NAILED w OR GALVANIZED BOX NAILS AT INTO FRAMING) cr o 3"oc IN ALL FRAMING(STUDS, Z BLOCKING AND SILLS)TYP. a c 0Ui MIN(1) 5/8"DIA.ANCHOR BOLT INSTALLED PER w ui 0 _j IRC R403.1.6 w/2 x 2 x 3/16 PLATE WASHER MIN 3,500#TIE-DOWN DEVICE w o 00 2'_0" 9'-3" l'-41/2" 9'-3" 2'_0" LuQilllll 23'-101/2" Lu 10, aN� iiii ! ! Z 0 j�cvr»u�tor-_ APA PORTAL FRAME DESIGN WITH HOLD-DOWNS W W 14'-8" HEADER TO TOP OF WALL FASTEN KING STUD TO HEADER W I- 1,000 LB STRAP EA.END(OPPOSITE SHEATHING) WITH(6)16d SINKERS (3)2X12 H 2 HEADER w/FILLER (3) X12 SPF#2 HEADER to a � FASTEN SHEATHING TO Z HEADER WITH 8d COMMON OR zo— SHIM DOWN SHIM DOWN GALVANIZED BOX NAILS IN 3"oc MIN. 1000# �a TO HDR HT TO HDR HT GRID PATTERN AS SHOWN FASTEN TOP PLATE HEADER STRAP,OPPOSITE •t�(.� qG� IF NEEDED,PANEL SPLICE SIDE OF SHEATHING QAAY y/ m TO HEADER WITH �,� J�. �`�, �` �■ EDGES SHALL OCCUR OVER TWO ROWS OF 16d Q N I AND BE NAILED TO COMMON SINKER NAILS AT BLOCKING WITHIN MIDDLE 2411= FRAMING COVERED WITH 3"oc TYP. OF PORTAL HEIGHT.ONE ROW TW2456 TW2456 WOOD STRUCTURAL PANEL 2x6 OF 3"oc NAILING IS REQUIRED 0' SHEATHING WITH 8d COMMON FRAMING (p IN EACH PANEL EDGE ILA OR GALVANIZED BOX NAILS AT '9 03243%'� V� (2)2X8 SPF#2 HDR 3 oc IN ALL FRAMING(STUDS, 1 `� Z M uu BLOCKING AND SILLS)TYP. IF N w w� �� 2�0 0��? CL 0 (9 ce H�Zw Lu uJ Uj o_�F- M=i =o W= TYPICAL PORTAL FRAME coo �m w o CONSTRUCTION N LuN W BRACED WALL LINE g N a cf) CONTINUOUSLY SHEATHED WARNING:IT IS A VIOLATION OF THE NYS w J WITH WOOD STRUCTURAL WOOD STRUCTURAL EDUCATION LAW ARTICLE 145 FOR ANY PERSON, o a PANELSn �� MIN OVERLAP 91/4" UNLESS HE IS ACTING UNDER THE DIRECTION OF A 2-61/8 1-11 7/16 3-6 1-11 7/16 2-61/8 10 3/16 PANEL SHEATHING OVER LICENSED PRO ISSIT MN N ANY WAY R,TO ALTER m ATTACH SHEATHING TO BAND OR RIM JOIST APPROVED BAND OR RIM DRAWING: WITH 8d COMMON NAILS AT 3"o/c TOP AND BOTTOM 14'-1111 JOIST STATE OF NEW YORK ARCHITECT OR ENGINEER loq SECTION CERTIFICATION STATEMENT SHEAR WALL DETAILS FRONT VIEW(FROM OUTSIDE) THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND SCALE: METHOD CS-PF CONSTRUCTION SPECICONSIFICATIONS ASSOCIATED WITH APPROVAL STENT WITH THE PLANS AND NTS 1 NUMBER:M 1370-2020-044 ON FILE WITH THE SHEET: NTS DIVISION AND THIS CONDITIONAL APPROVAL LETTER. 4 d ENGINEERING# 221134 ... 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I LLJ .J 3 I.---- _ ...h.... ... .................................................... /I \' 0 EDUCATION LAW ARTICLE 145 FOR ANY PER ............... - I ....................................................... .- •........ ......-.....................................................................--...-..-.....---.-.......-....-.- ............ .............. ........... ... .............�� /. . ................................................................... ...................................................--.-....--.--.-.-.-...........-..-......-.....-....-.-...--...--..-.-.--.................................:..... UNLESS HE IS ACTING UNDER THE DIRECTION OF A __j .. ....... ._...... ....... ............ ............� ::-****,.,-,*,-,***--:*::*:,:**-":,::*,*,-,*:--:.........*,-,.*,-,*....._"'__' \ ------------------------------------------------------------------- ------------------------------------------------------------------------,--"*,----, ...__.___.____..._._...__.__.._.:-:: =) UJI I........ ............. ............: I I LICENSED PROFESSIONAL ENGINEER,TO ALTER ............... ............................. 7 ----------------*....*...*.....*-----------------------*....*"**"*'**** ------------------*............-----------*-"**-****-**"--,.........................._... ............----.-.-. .............. 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THE PLANS AND SPECIFICATIONS OF THIS - .::.......... ................................_.__.__..._____.:..................................... I I I i :::..............................................................................................................................................................................................................................::::::::............. ....................................................................................................... ...... ..... .... .......................................................................................... ............................................................................................................................................. ........._... 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PERMIT SET ARE DERIVED FROM AND SCALE: __ '"".WWWWWWWwIf............................... ..................... ......................................................................................................... . ........... ..............................-.-..-..-.::::. - ... : '"-, 41 -----:-:-:-."w-wwiwwiw atsommovalmimmewftm- __ . ----------------------------------------------------------::::::::-:...:--------------------------------------- - ----------------------------------------------------- .................................................................................................................................:::--: . 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I E0 I -I - I 1 '6 I I I SPECIFICATIONS ASSOCIATED WITH APPROVAL SHEET: ACCESS TO GRADE BY BUILDER REAR ELEVATION NUMBER:M 1370-2020-044 ON FILE WITH THE DIVISION AND THIS CONDITIONAL APPROVAL LETTER. 5 ENGINEERING# 221134 DRAWN BY: CHECKED BY: RKG XX DATE: 5-27-2021 SALESMAN: PETE RUMENSKY MODEL: TWO-STORY ]4 mmlIIIII Z 0 DECO VENT ON-SITE BY OTHERS > DECO VENT ON-SITE BY OTHERS LLI 12 w „_....,, DORMER SUPPLIED BY SBS DORMER SUPPLIED BY SBS 9 OW I.-_.._....__............_......_«"..._.... INSTALLED BY OTHERS INSTALLED BY OTHERS ...-..._._............__.__......__..._ Z ......---.--..._.....«..------.-..........._. «....«.««.._.....___._....._.._.._..... «.......................... ::I:' -[ -[- --1- ..::1:..::1::..":1::.. ":1::...":1' ::C...I« '.... : :i'.I.:f:- --i- --i--I.":1-..':1'" «.......«......«- - --.................... cn ............. �" ::`�_::::�_---"":':_�:.». ,1 I 1.I..1«.I..1...I..1. 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J __.._.«.«.........-__-.._._.«.»..........-«_._ ..................«.....«_ «»«____--__—__..«««.._...» -..... ............._.........._.....- I I I I ». ..... ».........«.... -Lj*-----*-" .._.........-.......«_. ......_..........".......... ...._.::._.«::..«.._«-::...« «.-.-._«...-__........«•..:: •»_"__--Y__--�:-._-__._.•:::::....._::::.-«--....«.. �: "«--_...-.:_..-....._.....................•.::««..«-.-::-......-.__._.-. :.-::««"«::..::«•-:•»_::»_....«:-_....«....«._r. ........ ...__::. .::."..»»-:...........:._..-.«_..-:. __"' «.._................«......« II II «..........._....»«.._..._.-.._._..»....................._. ..»»........_......._.......... .-:.....---------------«-.....«.-.».....«..»-_........ .... 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FINISHED FLOOR M�mmm �� _««..----..............._.....»«.-.".».._...-.... ».---.......«...............«"_. .•-..._...._....«-«_.. .«__........«..»---._-._........««.«......_.............. ........................... .....»._-................«...».«__.-_. -_...-.......«• sass � - »......_........................ aw�Mrs s�a�a�� of db AVG GRADE - AC ESS TO GRADE BY BUILDER PORCH NOTE: PORCH NOTE: RIGHT ELEVATION ACCESS TO GRADE BY BUILDER PORCH ROOF,DECK,RAILINGS&POSTS SUPPLIED& PORCH ROOF,DECK,RAILINGS&POSTS SUPPLIED& LEFT ELEVATION INSTALLED ON SITE BY BUILDER PER ALL STATEILOCAL INSTALLED ON SITE BY BUILDER PER ALL STATE/LOCAL CODES&INSPECTED BY LOCAL BUILDING OFFICIAL CODES&INSPECTED BY LOCAL BUILDING OFFICIAL F— W LLJcZ W r- V ch cn>- W� 0 FDA how ��Z of W ��1 j OF=-o w W=W Zlxo o cr m0 o U)ILO>_aww N � � Wui m � -y► °3� 1 �3�� Q� DRAWING: STATE OF NEW YORKARCHITECT OR ENGINEER OF:, N CERTIFICATION STATEMENT ELEVATIONS THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND SCALE: CONSISTENT WITH THE PLANS AND WARNING:IT IS A VIOLATION OF THE NYS SPECIFICATIONS ASSOCIATED WITH APPROVAL NTS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, NUMBER:M 1370-2020-044 ON FILE WITH THE SHEET' UNLESS HE IS ACTING UNDER THE DIRECTION OF A DIVISION AND THIS CONDITIONAL APPROVAL LICENSED PROFESSIONAL ENGINEER,TO ALTER LETTER. I- 5a THIS ITEM IN ANY WAY ENGINEERING# L ELECTRICAL WIRING AND DEVICES INSTALLED BY ELECTRICAL SYMBOLS LEGEND 221134 CTICAL NOTES: 1. AL Electrical Load Calculation MANUFACTURER SHALL BE DETERMINED NECESSARY AND DRAWN BY: CHECKED BY: PLACED IN ACCORDANCE WITH THE APPLICABLE VERSION OF THE $ SINGLE POLE SWITCH J� JUNCTION BOX Q 4"RECESSED LIGHT wHF WHOLE-HOUSE FAN RKG XX NATIONAL ELECTRICAL CODE.ACTUAL LOCATIONS OF Date: 7/14/2021 Signature Bu i Building i n Systems ELECTRICAL DEVICES IN THE MODULES MAY VARY FROM THOSE $3 THREE WAY SWITCH ® MAIN ELECTRIC PANEL Q 6"RECESSED CLG LIGHT Q EXHAUST FAN 9DATE: DEPICTED ON THESE PLANS,BUT IN ALL CASES SHALL CONFORM 5'RECESSED EYE TO THE APPLICABLE VERSION OF THE NATIONAL ELECTRICAL FOUR WAY SWITCH m SUB-PANEL O BALL LIGHT RANGE HOOD 5-27-2021 CODE. WIRE NL$ FURNACE SAFETY SWITCH WP WEATHER PROOF -s WALL SCONCE cv CENTRAL VAC PORT Project Name/ Number: 221134 SALESMAN: 2. WALL SWITCHES TO BE 48",RECEPTACLES TO BE 14',AND ° Y Fun DISCONNECT AT 60'A.F.F. COUNTERTOP RECEPTACLES TO BE 48"(38"VANITY)TO THE m 1 THERMOSTAT GFI GROUND FAULT UNDER CABINET LIGHT GD GARBAGE DISPOSAL PETE RUMENSKY ® O BOTTOM OF THE BOX FROM THE FINISHED FLOOR(HEIGHTS ARE M CIRCUIT INTERRUPTERARC FAULT CIRCUIT Air Conditioning * MODEL: INTERRUPTER APPROXIMATE). DOOR CHIME BUTTON AFCI 0 FLUORESCENT WALL LIGHT TWO-STORY 3. ANY WALL 2'-0"IN LENGTH OR GREATER WILL HAVE A 0DUPLEX RECEPTACLE MR MOISTURE-RESISTANT; ® 2x2 FLUORESCENT LIGHT RECEPTACLE(HABITABLE SPACE ONLY) APPROVED FOR WET LOCATION Central Electric ace S Heating * Y 4. KITCHEN COUNTERTOP RECEPTACLES SHALL BE INSTALLED IN 220 V RECEPTACLE L CEILING LIGHT 2x4 FLUORESCENT LIGHT p g ( 0 X .65) 0 m m I I I I I I SUCH A WAY SO THAT NO SPACE OF COUNTERTOP MEASURED ALONG THE WALL WILL EXCEED 2'-0%(4'-0"BETWEEN 2 RECEPS.) 1/2 SWITCHED RECEP FAN LIGHT COMBO ® SMOKE/CO COMBO AND NO COUNTERTOP SPACE GREATER THAN 12"WILL BE Less Than Four Separately Controlled WITHOUT A RECEPTACLE.ALL RECEPTACLES WILL BE GFCI SWITCHED RECEPTACLE EXTERIOR LIGHT El AC/DC SMOKE DETECTOR Electric ecric Space Heating PROTECTED. p ng Units ( 0 x .65) 0 5. RECEPTACLES WILL BE ARRANGED SO THAT NO POINT ALONG A/C RECEPTACLE VANITY LIGHT CO CO DETECTOR THE WALL SHALL BE MORE THAN 6 FT FROM A RECEPTACLE. ® TV JACK SPOT LIGHT HD HEAT DETECTOR o 6. A CO DETECTOR SHALL BE INSTALLED ON EACH FLOOR,WITHIN 10 Four or More Separately Controlled 0 FT OF BEDROOMS,AND INTERCONNECTED WITH SMOKE ® TPHONEJACK © PENDANT LIGHT P.E. PHOTO-ELECTRIC Electric Space Heating Units 0 x .40 * 0 w DETECTOR.(COMBINATION SMOKE AND CO DETECTOR MAY NOT p 9 ( ) W BE USED IN THE STATE OF MA) o 7. SMOKE DETECTOR SHALL NOT BE LOCATED WITHIN 20 FEET OF Z Cn KITCHEN OR 3 FEET OF BATHROOM AND IF LOCATED CLOSER LIGHT SCHEDULE Use the larger of the air-conditioning or the THAN 3 FEET HORIZONTALLY FROM KITCHEN OR BATHROOM 200 AMP SERVICE PANEL diversified demand Of the heating load. o LU UJ DOOR WHEN HALLWAY OR OTHER ROOM RESTRICTS DETECTOR - HALL 75940-15 BREAKER BREAKER 9 Yh CIRCUIT WIRE WIRE CIRCUIT v� W MOUNTING OPTIONS THAN THAT SMOKE DETECTOR SHALL BE DESCRIPTION I S DESCRIPTION u' PHOTOELECTRIC TYPE. IDENTIF. AMP VOLT SIZE SIZE AMP VOL IDENTIF. 8. A SMOKE DETECTOR SHALL BE AC/DC TYPE POWERED FROM A 1 SMALL APPLIANCE AFCI 20A 110 12-2 12-2 20A 110 SMALL APPLIANCE AFCI z L BEDROOM 79543-15 ( ) ( ) 2 Other Loads. o 0 LIGHTING CIRCUIT AND PROVIDED ON EACH FLOOR LEVEL BATHROOM 3 DINING ROOM(AFCI) 20A 110 12-2 12-2 20A 110 REFRIG.(GFI/AFCI) 4 Watts or Circuit Wine w a INCLUDING BASEMENT OR CELLAR AND(IN MA FOR EACH 1200 5 WASHER(GFI/AFCI) 2oA 110 12-2 12-2 2oA 110 DISHWASHER(GFI/AFCI) s UJ a ! III I SQ.FT OR PART OF)SHALL BE INSTALLED IN EACH BEDROOM, L KITCHEN 79543-15 7 BATH GFI 20A 110 12-2 12-2 20A 110 MICROWAVE(GFI/AFCI) 8 General Lighting SgFt Volt Amps Ampacity Size OUTSIDE EACH SEPARATE BEDROOM IN THE IMMEDIATE VICINITY LL;��, OF BEDROOM,NEAR THE BASE OF ALL STAIRS WHERE SUCH 9 RANGE 40A 220 8-3 10-3 30A 220 DRYER 10 1st Story ( 1689 x 3) 5067 15 A 14-2'� Q N I I I I I I STAIRS LEAD TO ANOTHER OCCUPIED FLOOR.THEY SHALL BE L S SINK 5326-15 2nd Story 1664 x 3 KITCHEN 11 12 ti (( WIRED IN SUCH A WAY THAT ACTIVATION OF ONE WILL ACTIVATE 13 EXTERIOR GFI 20A 110 12-2 14-2 15A 110 GENERAL LIGHTING(AFI) 14 l ) 4992 15 A 14-2 ALL,AND WITH NO INTERVENING SWITCHES.IF ADDITIONAL Z 15 GENERAL LIGHTING(AFI) 15A 110 14-2 14-2 15A 110 GENERAL LIGHTING(AFI) 16 Small Appliance Circuits ( 3 x 1500 ) 4500 20 A 12-2 SMOKE DETECTORS ARE INSTALLED BY BUILDER THEY MUST BE L DINING 31036-962 N m v u)CD I-- INTERCONNECTED WITH ONES INSTALLED BY MODULAR ROOM 17 GENERAL LIGHTING(AFI) 15A 110 14-2 14-2 15A 110 GENERAL LIGHTING(AFI) 18 Range 8500 40 A 8-3 LU MANUFACTURER. 19 GENERAL LIGHTING(AFI) 15A 110 14-2 14-2 15A 110 GENERAL LIGHTING(AFI) 20 9. NONMETALLIC-SHEATHED CABLE SHALL BE TYPE NM-B. L NOOK 31035-962 21 GENERAL LIGHTING(AFI) 15A 110 14-2 14-2 15A 110 GENERAL LIGHTING(AFI) 22 Dishwasher 1500 20 A 12-2 10.CONDUCTORS AND ELECTRICAL EQUI PMENT QU ENT SHALL BE LABELED 23 SPARE SPARE 24 Garbage Disposal 0 20 A 12-2 OR LISTED BY A NATIONALLY RECOGNIZED TESTING LAB.THE FOYER 25 SPARE SPARE 26 W I EQ IMEENT H HALL BE SUITABLE FOR LOCATION AND USE AND IN FLUSH& 51035-962 27 SPARE SPARE 28 Washer 1500 20 A 12-2 cn COMPLIANCEWITH ITS LABEL AND LISTING. HANGING Dryer 11.ALL RECEPTACLES TO BE GROUNDED TYPE. FOYER 29 SPARE SPARE 30 D ry 50M 30 A 10-3 W 12.STEEL PROTECTORS TO BE USED AT INTERIOR PARTITIONS,AND L HANGING 51075-962 D EXTERIOR WALLS AS REQUIRED. 2 2-STORY 33 ;�'fiTER NCATFc SPARE 34 Refrigerator 1500 20 A 12-2 H 13.ALL HOLES THROUGH PLATES IN WALL MUST BE FIREBLOCKED. CLO ET 35 SPARE SPARE 36 Water Heater 5500 30 A 10-2 h 14.AT LEAST ONE RECEPTACLE SHALL BE INSTALLED IN HALLWAYS" L C UW.I.C. 5326-15 37 SPARE SPARE 38 a OF 10'-0"OR MORE IN LENGTH. STAIRS 3s SPARE SPARE 4o Other 15.CIRCUITS"7", 8 8�33 ARE DEDICATED FOR CRAWL SPACE OR Z- 0 BASEMENT WIRING OR EQUIPMENT INSTALLATION,AND ARE L G GARAGE 79543-15 J INSTALLED BY BUILDER ON SITE(GFCI PROTECTED). Subtotal: 38059 - 16.ALL GFI RECEPTACLES SHALL BE LOCATED IN A READILY FRONT EXT. 8510-26 ADDITIONAL NOTES: ACCESSIBLE LOCATION 1. DWELLING SHALL HAVE A WHOLE-HOUSE MECHANICAL VENTILATION m 17.RANGE HOODS TO BE VENTED TO THE EXTERIOR.IF KITCHEN IS REAR EXT. 8509-26 PROVIDED WITH 4%OF FLOOR AREA WITH NATURAL VENTILATION, SYSTEM INSTALLED ON-SITE BY OTHERS.THE WHOLE-HOUSE FAN SHALL First 10 KW of other loads @ 100% = 10000 NON-VENTED RANGE HOODS MAY BE USED. IC SPOT LT WPLKIT2 BE WIRED FOR CONTINUOUS OPERATION AND IS REQUIRED BY CODE. 18.ANY CIRCUITS IN MODULES NOT CONTAINING ELECTRICAL PANEL THE AIRFLOW RATE FOR THESE DWELLINGS ARE BASED ON TABLE M o MUST HAVE CIRCUITS WIRED INTO PANEL ON SITE. 5" 11128-QC 150543 1 OF THE 2018 IRC AND IS AS FOLLOWS: Remainder of other loads @ 40/o ( 28059 x .40) = 11224 19.LOCATION OF ELECTRICAL PANEL IN CRAWL SPACE MODELS IS TO O RECESSED 11151AT-14 . . COMPLY WITH ARTICLE 312 OF THE NATIONAL ELECTRICAL CODE. CAN DWELLING AREA= 3353 SQ FT, 4 BEDROOM. 20.ALL OUTLETS SHALL BE ARC FAULT PROTECTED,INCLUDING 4" AIRFLOW REQUIRED= 90 CFM. Heat or A/C from Above: 0 * Z w SMOKE DETECTOR. 4" RECESSED 1105 2. BUILDER TO SUPPLY AND INSTALL 1 THERMOSTAT w w o o~ z 21.ALL RECEPTACLES REQUIRED BY SECTION 210.52 SHALL BE CAN S CAPABLE OF u= TAMPER PROOF. 5" SUPPLYING OF AUTOMATICALLY ADJUSTING THE SPACE TEMPERATURE °-"'} �0�O 22.CEILING LUMINAIRE BOXES SHALL BE RATED FOR 50 LB. Q RECESSED 11128-QC Total Calculated Load: = 21224 0 w z =o}W 23.BALCONIES,DECKS OR PORCHES WITH USABLE AREA OF SHALL EYEBALL 11136AT-15 SET POINT OF THE LARGEST ZONE. w OW W=Y W BE PROVIDED WITH A RECEPTACLE LOCATED NO MORE THAN 6'-6" R RECESSED 3. 90%OF THE LIGHTING FIXTURES SHALL HAVE HIGH EFFICACY LAMPS. >=w OF-o CO ABOVE AREA SURFACE. 06 MOISTURE 11155AT-5 Required Senrice Size: 21224 240 = 88.43 Amps o o o zZ m 24.ALL FOYERS NOT PART OF A HALLWAY 1V-0"OR GREATER IN - PROOF N rn o WN LENGTH,AND HAVING AN AREA GREATER THAN 60 SgFt SHALL FAN MINIMUM PROVIDED LOCAL EXHAUST RATES HAVE RECEPTACLES LOCATED IN EACH WALL SPACE 3 Ft.OR F/L 3677H �N � LIGHT AREA RATE Additional Sub-panel Size = 0 Installed Panel Size = 00 Amps MORE IN WIDTH AND UNBROKEN BY DOORWAYS,FLOOR TO p Amps 2 p CEILING WINDOWS AND SIMILAR OPENINGS LIGHT BAR 2 KITCHEN 100cfm INTERMITTENT or 25 cfm CONTINUOUS. Max panel amps 80% = 160 Amps 25.WHERE SWITCHES CONTROL LIGHTING LOADS SUPPLIED BY A VSB24 30 44035-962 p p � p �� VSB48IJBL BATHROOM/ GROUNDED GENERAL PURPOSE BRANCH CIRCUIT,THE VSB60 DBL 50cfm INTERMITTENT or 20 cfm CONTINUOUS. ��D Aq Total Service Provided = 200 Amps M. GROUNDED CIRCUIT CONDUCTOR SHALL BE PROVIDED AT THE LIGHT BAR 3 TOILET ROOM '�� r cy� DRAWING: SWITCH LOCATION. tea' VSB36,42,48,60 44036-962 26.GARAGES SHALL BE PROVIDED WITH GFI PROTECTED lil � �C7 STATE OF NEW YORK ARCHITECT OR ENGINEER CERTIFICATION STATEMENT ELECTRICAL NOTES RECEPTACLES,INCLUDING ONES PROVIDED FOR DOOR OPENER. THE PLANS AND SPECIFICATIONS OF THIS 27.ALL RECESSED LUMINAIRES INSTALLED IN THE BUILDING * * PERMIT SET ARE DERIVED FROM AND SCALE: THERMAL ENVELOPE SHALL BE SEALED WITH A GASKET OR CAULK TO LIMIT AIR LEAKAGE,AND SHALL BE IC-RATED. (jam CONSISTENT WITH THE PLANS AND NTS -�� 0 43%•1� Q� WARNING:IT IS A VIOLATION OF THE NYS SPECIFICATIONS ASSOCIATED WITH APPROVAL SHEET. ^�`� EDUCATION LAW ARTICLE 145 FOR ANY PERSON, NUMBER:M 1370-2020-044 ON FILE WITH THE OF f4 _ UNLESS HE IS ACTING UNDER THE DIRECTION OF A DIVISION AND THIS CONDITIONAL APPROVAL LICENSED PROFESSIONAL ENGINEER,TO ALTER LETTER. 6 THIS ITEM IN ANY WAY ENGINEERING# 221134 DRAWN BY: CHECKED BY: 14 RKG XX (COIL WIR E FOR REAR ELEVATION SPOT LIGHTS ------------------ DATE: /P t14WP1 L--------------- I 1q 3 5-27-2021 SALESMAN: 111 2 2 _ I �4 I O 15 15 15 PETE RUMENSKY 1 RH 14 I I o III MODEL: DW GFI ICE MAKER I I TWO-STORY I ( III I ( III Eo .14 4" ------------4" -------------144" 15 4 m�-m I I ( I I I 4 I i I 1 —� LL ---------- -J'' I I 14 - CD GFI I r-------- II I o N T ,-p. , KITCHEN �I I I I NOOK li i FAMILY ROOM GFI GFI GFI I I 140 -------------�I I 1i5 ti /p ms 14 14 8•B OW I I CHANDLIER WP USB 8 C O.LO P J — J — J — CT P I I I I IcaI z GFLd� 1 I I I , , 0 l J I I I cn GFI `---- ---- I I I I uj MINI PENDANT LIGHT (�___.� X o I I 114 ow I I I 14 14 14 I I j 14 14 1' I z a v ---- 4" ---- ---- 4" ---------- 4" I I 4" ------------- 4" ------------- 4" I p w w I I I � w I I I - TO GARAGE I I "14 �'------------1 -----� I w co ---- --� I r --- 14--- I I -----------------------------� II ----� 15 0 0 -� 15 15 15 15 15 --------------------- N r--- 1 15 >a ------------------- I uj Q ------------------- I- -------------------------- I I I 7 .. 3 r--- ° wcN r�I I 17 �'' 1 111 I GFI i16 1$ 18 O � IIIliI CUSTOMER REQUEST I I i 4" - - IS NOTE:ELECTRICAL DEVICES,WIRING,FIXTURES,ETC.SHALL BE I I I UNDER LANDING T BMSE E I J I I " I 0/ - I z SUPPLIED AND INSTALLED BY THE BUILDER.THIS INSTALLATION 3 I 4 I 40------------ 4" I / I S31 I ( I 4" ---------184" 0 cnr-Nchv�CD1� SHALL BE INSPECTEDLu r2l VED BY THE LOCAL JURISDICTION. I 11 I I r 161 I 4 I F 11$ 2Zo I --- 16 I I ATTIC I I � I � I � CCESS I I I I I ca co N I I I I � I I W DINING ROOM PANELIZED GARAGE �----------016 1 I 1 OFFICE I I CHANDLIER I I i 1 I I I I LrV 1 z 1I I FOYER I I I I H ------ ---------- I I V>t I I I I I I I I j j I I j I i i 18 Z I I I r I I I Z 16 t 16 1 I 18 w —————————— 4" —————————— L---- r---- 4" - - 4" I - ———————— 4" 4" m I� o I I I I I --� klFl L---------------------------------- 3=1 —a2 18IN 16db xV G I P I______.I.._______ I I w I I I I I I I I a I I ----------------- -- I � � I L---------------------- 1ole 11 --------------- _ /P B FOR-----� 1 I �� I ��.•�//16 SPOT IG ILLJ HT ___ _- J ~ COIL WIRE FOR Z�M \ \ _ I _ ----------------------------------------------------J COILWREFORPORCH I w - V' Lu —— — _ /p �wSPOTLIGHTS ON FRONT «� zwAND RI SIDE � O L-——————————————— HOUSE Lij_� ��ocp NOTE:HEATING SYSTEMS SHALL BE DESIGNED,SUPPLIED AND Wp S v Zz m v FRONT INSTALLED BY THE BUILDER.THIS INSTALLATION SHALL BE INSPECTED cn o wN>_w 9'-0"CEILING HT AND APPROVED BY THE LOCAL JURISDICTION. N a 10- 7'-11 3/4"HDR HT(U.N.O.) `n �A�� w F- J < mLLI (�� ►S �� DRAWING: � STATE OF NEW YORK ARCHITECT OR ENGINEER 1ST FLOOR ELECTRICAL * * CERTIFICATION STATEMENT PLAN (p THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE 93243�'� �� CONSISTENT WITH HIE PLANSVED OANDND SCALE: NTS o y WARNING:IT IS A VIOLATION OF THE NYS SPECIFICATIONS ASSOCIATED WITH APPROVAL EDUCATION LAW ARTICLE 145 FOR ANY PERSON, NUMBER:M 1370-2020-044 ON FILE WITH THE SHEET: UNLESS HE IS ACTING UNDER THE DIRECTION OF A DIVISION AND THIS CONDITIONAL APPROVAL LICENSED PROFESSIONAL ENGINEER,TO ALTER LETTER. 6a THIS ITEM IN ANY WAY ENGINEERING# 221134 DRAWN BY: CHECKED BY: BMW FOR TO 1 ST FLOOR BMI OR SPOtLIGHT SWITCH AT PATIO DATE: DOOR ---------SPOT IGHT4&14 14 5-27-2021 SALESMAN: fth PETE RUMENSKY 19 2-0 I SI _ J4 MODEL: 19 TWO-STOR Y 19 MO 194 F/L 19 - BEDROOM#4 BEDROOM#1 20 WIRE& O X FOR I BATH#2 ON SITE CEILING o C FAN/LIGHT cn ui WIRE&BOX FOR o ° I 2 ON SITE CEILING zz w FAN/LIGHT o d=) 19 zwH BATH#3 o w 20 ATTIC F/L ujzQ �, 20 0o l l l a20 ui aO Fs] I I I I I I 20 20 20 I S 4 WHF s ----------------------- 1- .�---- — � I O QN4 NII � � —JT i l i l i i I o I- I - cn�Nchv�cGr` _ I -t > "' 0 0 7 21 I I 20 I _ W I I ~I II I e I�II III U-JBATH#1 Li- lw cnI ED 0 �c ns 21 BEDR00 #2 NCUSTOMER REQUEST 220 7 4 BEDROOM#3 z 21 I I I LF L — WIRE&BOX FOR r ——--� WIRE&BOX FOR 22 i m I ® ON SITE CEILING I ON SITE CEILING I I MR FAN/LIGHT I LAUNDRY FAN/LIGHT O I to I1 WHF I 0 -- I 0/12C' I I 22 I I IGFI I �- w Z�M o'. I� I 22 I w wo o�^Z =' cn Z 21 F II n-vn>- WLUr-o L--------------Jo22 I ouj 'uyow ��Z uj w ----------------------------------------- - - - ------------------------- --------� w Sc ZZmv BMFOR 16 j I BMI FOR 16 N o wN w N V-o �uJ �� N SPOTLIGHT ---------------------- SPOTLIGHT °- I L-------------------------------------------------TO 1ST FLOOR w C A. m SWITCH AT FRONT � �A� o '�� y DOOR NOTE:MOUNT SPOTLIGHTS ��' DRAWING: APPROX 6"BELOW WINDOWS �► s� �C� STATE OF NEW YORK ARCHITECT OR ENGINEER 2ND FLOOR ELECTRICAL CERTIFICATION STATEMENT PLAN FRONT THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND SCALE: 8'-6"CEILING HT a ,'k CONSISTENT WITH THE PLANS AND 3 NTS '9 2431 .�� WARNING:IT IS A VIOLATION OF THE NYS SPECIFICATIONS ASSOCIATED WITH APPROVAL SHEET: 7�_5 3/411 HDR HT(U.N.O.) d� EDUCATION LAW ARTICLE 145 FOR ANY PERSON, NUMBER:M 1370-2020-044 ON FILE WITH THE UNLESS HE IS ACTING UNDER THE DIRECTION OF A DIVISION AND THIS CONDITIONAL APPROVAL LICENSED PROFESSIONAL ENGINEER,TO ALTER LETTER. 6�J THIS ITEM IN ANY WAY ALLOWABLE FALL IN TRAP ARM THE TOTAL FALL IN TRAP ARM DUE TO PIPE SLOPE SHALL NOT EXCEED ISLAND VENT VENT THRU ROOF PLUMBING NOTES ENGINEERING# ONE PIPE DIAMETER,NOR SHALL THE VENT PIPE CONNECTION TO A FIXTURE DRAIN,EXCEPT FOR TO GAS SUPPLY IF 1. ALL PLUMBING CONSTRUCTION AND MATERIAL BELOW THE MODULAR FLOOR AND BETWEEN FLOORS IS THE RESPONSIBILITY OF THE WATER CLOSETS AND SIMILAR FIXTURES,BE BELOW THE WEIR OF THE TRAP,VERTICAL LEG FOR WASTE BRANCH CONNECTS (MA ONLY) OR CONNECT TO BUILDER/CONTRACTOR AND IS TO BE DONE IN ACCORDANCE W/STATE AND LOCAL CODES 221134 FIXTURE DRAINS: TO APPLIANCE OR OTHER VENTS 2. CONCEALED PIPING IN UNHEATED AREAS,INCLUDING OUTSIDE WALLS,SHALL BE PROTECTED AGAINST FREEZING IN PLANT.PIPING SHALL A VERTICAL LEG('B'IN DIAGRAM)MAY BE INSTALLED IN THE TRAP ARM OF A WASTE-VERTICAL LEG FOR TO APPLIANCE IF SAN-TEE BE KEPT OUT OF UNHEATED AREAS WHERE POSSIBLE. DRAWN BY. CHECKED BY: A B WASTE FIXTURE DRAINS:A VERTICAL LEG('B"IN DIAGRAM)MAY BE INSTALLED IN THE TRAP ARM OF A BRANCH CONNECTS 3. ALL WASTE AND VENT LINES IN MODULES ARE ABS OR PVC PIPE.ALL SUPPLY LINES IN MODULES ARE COPPER,PEX,OR CPVC. WASTE-FIXTURE DRAIN IN LIEU OF THE USUAL TRAP ARM TO VENT CONNECTION TYPICAL TO GAS SUPPLY 4. PITCH ON HORIZONTAL WASTE LINES IS 1/8"PER FOOT FOR 3'DIAMETER PIPE AND LARGER,1/4'PER FOOT FOR LESS THAN 3'DIAMETER RKG XX INSTALLATIONS INCLUDE ISLAND SINKS AND FIXTURES NOT ADJACENT TO A WALL VERTICAL LEG TRAP PIPE. ARM INSTALLATIONS SHALL MEET THE FOLLOWING CRITERIA: KITCHEN SINK NEAREST 5. WASTE LINES:INSTALL WYE WITH CLEAN-OUT PRIOR TO EXITING WALL FOR CONNECTION TO DISPOSAL SYSTEM.4'MINIMUM WASTE LINE DATE: 3°VENT THRU ROOF TO SEPTIC(BY BUILDER IN FIELD). 1 MINIMUM TRAP DIAMETER SHALL MEET CODES VERTICAL CAL PARTITION 6. WASHER SHALL HAVE MINIMUM 2'TRAP. 5-27-2021 3��DROP TO ST FLR C 2 THE DIAMETER OF SECTION"A'SHALL BE EQUAL TO THE DIAMETER OF THE TRAP. 7. REMOVABLE TRAPS UNDER ALL SINKS TO PROVIDE CLEAN-OUT ACCESS. FIXTURE 8. KITCHEN SINK SHALL HAVE 2"DRAIN WHEN A GARBAGE DISPOSAL OR DISHWASHER ARE CONNECTED. TEE VENT 9. HORIZONTAL TO HORIZONTAL AND VERTICAL TO HORIZONTAL DRAIN CHANGES I DIRECTION SHALL BE 45'WYES,LONG SWEEP 90'FITTINGS SALESMAN: 'ABA P-2M 1' 3 THE LENGTH OF SECTION"A*SHALL BE NOT LESS THAN 8'AND IN ACCORDANCE WITH TABLE P-2206 7 1. ELBOWS,LONG SWEEP HORIZONTAL AND BTH,OR 16TH BENDS,APPROVED COMBINATIONS C THESE AL BE 45*ENT LONG SWEEP FITTINGS PETE RUMENSKY MAXIMUM LENGTH OF TRAP ARM"A" CONTINUOUS SHORT SWEEPS ARE PERMITTED IN SINGLE BRANCH HORIZONTAL TO VERTICAL CHANGES IN DIRECTION ON 3'PIPE AND LARGER 4 THE DIAMETER OF SECTION'S'SHALL BE ONE PIPE SIZE LARGER THAN THE DIAMETER OF SECTION:A'. IPPLE OF WASTE 10. ALL HORIZONTAL VENT BRANCH PIPING SHALL BE LOCATED A MINIMUM OF 6'ABOVE THE FLOOD LEVEL OF THE HIGHEST FIXTURE IN THAT DIA. LENGTH ANY LENGTH BRANCH. MODEL: (INCHES) (FEET) Li 5 THE LENGTH OF SECTION'B'SHALL BE NOT MORE THAN 36 INCHES CLEANOUT 11. PVC-DWV PIPE SUPPORTS:AT BRANCHES,CHANGES IN DIRECTION,AND AT THE BASE,EACH FLOOR AND MID STORY(VERTICAL)MAXIMUM TWO-STORY 1-1/4 3.5' CAP EVERY 4'-0'AT THE END OF BRANCHES,AND CHANGE OF DIRECTIONS OR ELEVATION. 6 THE DIAMETER OF SECTION'C'SHALL BE ONE PIPE SIZE LARGER THAN THE DIAMETER OF SECTION'S' ��GRADE 12. PIPE PENETRATING FIRE RATED ASSEMBLIES INCLUDING FLOOR/CEILING SHALL BE FIRE STOPPED WHERE REQUIRED BY ALL CODES WITH �c 1-1/2 5' P-TRAP MATERIAL EQUIVALENT TO CONSTRUCTION THROUGH WHICH IT PENETRATES AND BE SUITABLE TO PIPE MATERIAL,OR USE METAL PIPE m m 2 8' 7 THERE IS NO RESTRICTION ON THE LENGTH OF SECTION'C". PER FOOT FROM A MINIMUM OF ABOVE THE FIRE RATED ASSEMBLY AND DOWN 3 10' SEDIMENT TRAP INSTALLATION 13. FIRE STOPPING SHALL BE PROVIDED AND VERIFIED BEFORE IT IS COVERED OR CONCEALED IN THE CONSTRUCTION PROCESS 8 BENDS SHALL BE THE DIAMETER OF THE LARGEST CONNECTED SECTION 14. ANY STRUCTURAL MEMBER SUBJECT TO HOLE DRILLING,CUTTING,OR NOTCHING SHALL COMPLY WITH THE STRUCTURAL REQUIREMENTS 4 14' METHOD OF THE CODE.IF THE LIMITS ARE EXCEED THE MEMBER SHALL BE LEFT IN A SAFE STRUCTURAL CONDITION BY BEING REINFORCED, REPAIRED,OR REPLACED IN ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE CODE. VERTICAL 15. FIELD INSTALLED(ON-SITE)PIPING SHALL BE APPROVED BY THE LOCAL BUILDING CODE ENFORCEMENT OFFICER.PIPING SHALL BE FIELD S. FIXTURE FOOT VENT TESTED FOR 16. BATH TUBS.INCLUDING GARDEN TUBS,HYDRO-MASSAGE,AND HOT TUBS SHALL HAVE A 1-1/2'MIN OVERFLOW. DRAIN 17. JOINTS AROUND PLUMBING FIXTURES SHALL BE MADE WATERPROOF AT FLOORS,WALLS,&COUNTERTOPS. 18. EACH FIXTURE SHALL BE INDIVIDUALLY DIRECT OR WET VENTED. Z 19. EACH DWELLING UNIT SHALL HAVE ONE MAIN 3'STACK FROM BUILDING DRAIN O 20. ALL VENTS THROUGH ROOF TO BE 3'MIN DIAMETER AND SHALL TERMINATE ABOVE THE ROOF.'VENT THRU ROOF DETAIL'FOR REQUIRED U) EXTENSION ABOVE THE ROOF LINE > w CLEAN 21. BASEMENT MODELS SHALL BE PROVIDED IN FACTORY WITH A 2'VENT TO BASEMENT STUBBED BELOW THE FIRST FLOOR,THEN CAPPED oc 1/4 BEND AND LABELED.BASEMENT VENT MAY BE DELETED WHEN CLOTHES WASHER IS ON THE FIRST OR SECOND FLOOR. w LONG TURN 1/8 BEND (LONG SWEEP OR OUT 211 HORIZ.DRAIN 22. ALL TRAP ARMS MUST BE SUPPORTED WITH 3/4•MINIMUM BEARING.(MA ONLY) U- TEE WYE 23. ALL PLASTIC PIPE MUST BE SUPPORTED AT INTERVALS IN ACCORDANCE WITH APPLICABLE PLUMBING CODES. Z U) SHORT SWEEP 24. TRAPS SHALL BE PLACED AS CLOSE AS POSSIBLE TO FIXTURE OUTLET MAXIMUM VERTICAL DROP FROM FIXTURE OUTLET TO TRAP WEIR IS O w SEE NOTES) AN AIR ADMITTANCE VALVE MAY BE USED IF THE "A"TRAP 24". W a v TO 3'VENT FIXTURE DOES NOT DRAIN INTO A VENTED LINE 25. INACCESSIBLE TRAPS SHALL NOT HAVE UNIONS,CLEANOUTS OR SLIP JOINTS ACCESSIBLE TRAPS SHALL BE REMOVABLE WITH UNION IN Z TEE TEE TEE TEE 1/4 BEND INLET SIZE � THRU ROOF TRAP SEAL OR HAVE CLEAN OUT OPENING SIZED THE SAME AS THE TRAP. C!5 w 26. MAXIMUM DISTANCE OF FIXTURE TRAP WEIR TO VENT SHALL BE IN ACCORDANCE WITH ALL APPLICABLE PLUMBING CODES. TEE (NOT PERMITTED IN MA) 27. PIPING SHALL BE PROTECTED WITH SHIELD PLATES WHEN PIPE PASSES THROUGH WOOD MEMBERS LESS THAN 1-3/4'FROM EDGE OF W ttc (MAY BE INSTALLED ON-SITE MEMBER. 0 28. FIRST FLOOR FIXTURES SHALL CONNECT INTO HORIZONTAL BUILDING DRAIN MORE THAN 10 PIPE DIAMETERS DOWNSTREAM OF STACK O SQ OR IN FACTORY) °B°TRAP ARM BASE AND NOT CONNECT INTO SECOND FLOOR DRAIN STACK. > STANDPIPE HEIGHT WASHER 29. POTABLE WATER SYSTEM SHALL BE DISINFECTED ON SITE BY BUILDER IN ACCORDANCE WITH APPLICABLE STATE PLUMBING CODES �n- I I I I AND TRAP SIZE BOX SAN-TEE KITCHEN SINK 30. ISLAND FIXTURE VENTING SHALL NOT BE PERMITTED FOR FIXTURES OTHER THAN SINKS AND LAVATORIES(SEE ISLAND DETAILS) (OFFSET SAN-TEES SAN TEE °C°VERTICAL LEG 31. ANTI-SIPHONING DEVICE,VACUUM BREAKERS,AND AIR GAPS:FOR WATER DISTRIBUTION SYSTEMS'PROTECTION OF POTABLE WATER o� LAVATORY WITH BACK-TO- 32.1.PWATER HEATER LOCATED AT OR ON LIVING SPACE LEVEL MUST HAVE AN ANTI-SIPHONING DEVICE INSTALLED. ¢`> (FIXTURE INSTAL- Z '� BACK FIXTURES) CONTINUOU 32.2.CLOTHES WASHER MUST HAVE AN ANTI-SIPHONING DEVICE INSTALLED(IF NOT BUILT INTO THE APPLIANCE). ti ti SAN TEE 32. WATER HAMMER ARRESTORS SHALL BE INSTALLED WHERE QUICK CLOSING VALVES ARE UTILIZED.(I.E.WASHING MACHINES AND CATION ON VENT � N WASTE DISHWASHERS). STACK •- LAVATORY P-TRAP VENTED LINE 33. AIR ADMITTANCE VALVES MAY BE USED WHERE YOU ARE NOT ABLE TO CONNECT TO A VENTED LINE OR VENT DIRECTLY THROUGH THE ZO BACK-TO-BACK LAVATORY TAIL PIECE FOR CONNECTION ( OVER FLOW AND WASTE ROOF.AIR ADMITTANCE VALVES SHALL BE SIZED ACCORDINGLY INSTALLED ON-SITE AFTER TESTING AND SHALL BE STATIC TYPE LOCATED � WET VENT THRU INSTALLATION) TO VENT 11D1� A MINIMUM OF 6'ABOVE FLOOD LEVEL RIM OF THE HIGHEST FIXTURE LEVEL(NOT PERMITTED IN MA) j 34. PIPE INSTALLED DOWNSTREAM OF THE POINT OF DELIVERY SHALL NOT EXTEND THROUGH ANY TOWNHOUSE UNIT OTHER THAN THE UNIT uj ONE D.F.U.ONLY TUB/SHOWER SERVED BY SUCH PIPING. P-TRAP P-TRAP 35. A MINIMUM OF(2)HOSE BIBS ARE REQUIRED,(1)AT THE FRONT OF THE HOUSE AND(1)AT THE REAR OF THE HOUSE AND SHALL CONTAIN WATER OR WHIRLPOOL THE VENT PIPE FROM A FIXTURE DRAIN,EXCEPT WATER CLOSETS AND SIMILAR SIPHONIC FIXTURES, BACK FLOW PROTECTION. P-TRAP CLOSET P-TRAP OPTION SHALL NOT CONNECT BELOW THE TOP WEIR OF THE TRAP.THE VENT PIPE MAY BE CONNECTED AT A 36 TUB/SHOWER CONTROLS SHALL HAVE A HIGH LIMIT STOP SET TO LIMIT WATER TEMPERATURE TO A MAXIMUM IF 120'F. -7- LOWER ELEVATION IF THE FOLLOWING ARE MET: 37 ALL FIXTURE/APPLIANCE SHUT OFF VALVES IN THE SAME FLOOR AS THE FIXTURE/APPLIANCE AND SHALL BE WITHIN 30"OF uj I 1.THE VERTICAL SECTION OF THE DRAIN PIPE SHALL FIXTURE/APPLIANCE SERVED H FINISH 38 AN OPEN VENT TERMINAL FROM A DRAINAGE SYSTEM SHALL NOT BE LESS THAN 4'-0"DIRECTLY BELOW ANY DOOR,OPEN-ABLE WINDOW FLOOR SAN-TEE BEAT LEAST ONE PIPE SIZE LARGER THAN THE TRAP OR OTHER AIR INTAKE OPENING OF THE BUILDING OR ADJACENT BUILDING NOR SHALL VENT TERMINALS BE LESS THAN 10'HORIZONTALLY SAN-TEE INLET SIZE. UNLESS THE TOP OF THE VENT TERMINAL IS 3'-0'ABOVE THE TOP OF THE APPLICABLE OPENING. W LONG TURN 1/4 BEND 1/4 BEND 2.THE HORIZONTAL PIPE CONNECTED TO THE TRAP OUTLET SHALL 39 OPENINGS IN OR ON STRUCTURES WHERE OPENINGS FOR THE PASSAGE OF PIPES IN WALLS,FLOORS OR CEILINGS SHALL BE PROTECTED CLOSET FLANGE LONG SWEEP LONG SWEEP P_TRAP 1/4 BEND FROM RODENTS WITH AN APPROVED PIPE COLLAR FASTENED TO THE ADJOINING STRUCTURE.SEE ALTERNATE MATERIALS SECTION OF H TEE WYE &1/4 BEND P-TRAP LONG SWEEP BE AT LEAST TWO PIPE DIAMETERS LONG. THE QA MANUAL FOR MATERIALS USED FOR COMPLIANCE OTHER THAN APPROVED PIPE COLLARS. 3.THE DEVELOPED LENGTH OF THE TRAP ARM SHALL NOT 40. PLUMBING FIXTURES,DRAINS AND APPLIANCES USED TO RECEIVE OR DISCHARGE LIQUID WASTES OR SEWAGE SHALL BE DIRECTLY H H KITCHEN SIN K/DISHWASHER/DISPOSAL WATER CLOSETS&MAIN VENT EXCEED THE VALUES STATED IN THE APPLICABLE PLUMBING CODES. CONNECTED TO THE DISPOSAL SYSTEM LS SITE PER CODE 41. ALL PLUMBING PRODUCTS AND MATERIALS SHALL BE LISTED BYA CERTIFICATION AGENCYAS COMPLYING WITH THE REFERENCED 'A'-TRAP SIZE PER ALL APPLICABLE PLUMBING CODES STANDARDS AND IDENTIFIED IN ACCORDANCE WITH THE APPLICABLE CODE. Z 'B'-TRAP ARM LENGTHS: 42. PLUMBING FIXTURES,OTHER THAN WATER CLOSETS,SHALL BE PROVIDED WITH APPROVED STRAINERS,EXCEPT HUB DRAINS AND 1 1/4'TRAP-5'-0' STANDPIPES cl LONG TURN 1 1/2'TRAP-6'-0' 43. WASTE RECEPTORS SHALL BE OF AN APPROVED TYPE,NOT INSTALLED IN BATHROOMS,ATTICS,CRAWL SPACES,INTERSTITIAL SPACES J DOUBLE 1/4 BEN TEE WYE ABOVE CEILINGS AND BELOW FLOORS OR IN ANY INACCESSIBLE OR UNVENTED SPACE SUCH AS A CLOSET WASHER STANDPIPES ARE 2'TRAP-8'-0' ALLOWED IN BATHROOMS on 3'TRAP-12'-0" 44. WATER CLOSET JOINTS SHALL BE MADE BY A CLOSET FLANGE OR A WASTE CONNECTOR WITH A SEALING GASKET. m 4'TRAP-16'-0' 45. INSULATION REQUIREMENTS FOR HOT WATER PIPE WITH A MINIMUM RESISTANCE OF R-3 SHALL BE REQUIRED IN THE FOLLOWING I 'Co-SIZE IS ONE SIZE LARGER THAN TRAP SIZE LOCATIONS 45.1. PIPING LARGER THAN 3/4'NOMINAL DIAMETER 1/4 BEND 'D'-DISTANCE FROM CROWN WEIR AND VENT CONNECTION 45.2. PIPING SERVING MORE THAN ONE DWELLING UNIT ACE LONG TURN ACCORDING TO MAX.DISTANCE OF VENT FROM FIXTURE TRAP 45.3. PIPING LOCATED OUTSIDE THE 45.4. PIPING FROM THE WATER HEATER TO IA DISTRIBUTION BED PUTION MANIFOLD 45.5. PIPING LOCATED UNDER A FLOOR SLAB VENT DRAIN 3'VENT FROM _� 45.6. BURIED PIPING TUB OVERFLOW 1 1/2' 1ST FLOOR INSTALLATION AND WEATHERPROOFING 45.7. SUPPLY AND RETURN PIPING IN RECIRCULATION SYSTEMS OTHER THAN DEMAND RECIRCULATION SYSTEMS VENT STANDPIPE 1' LONG TURN THRU ROOF PER MANUFACTURERS INSTRUCTIONS W DRAIN 18'MIN. 'VENT Z LONG TURN 1/8 BEND W w o pF-o 42'MAX. 2 1 1/2 SHOWER 3 VENT a cn L FINISHED FLOOR w z }U 1 1/2' SAN.TEE FINISHED DRAINS TO DRAIN-BASED �� r�; O��- 20�� 2•TRAP--' FLOOR NON-HAZARDOUS ON 5.7 GPM LINE �(��ir �/� J �� -w TUB DRAIN LINE LOCATION FLOW OR LESS �i J �/� W�� Yo� FINISHED FLOOR "VENT PIPE SHAL TERMINATE �/ w �� LU=_ �o cr_ • FINISHED LINE WASHERMATER HEATER PAN AT LEAST 12'(NEW YORK:18'; p U�w TRAP FLOOR LINE cn MAINE:24)ABOVE THE ROOF N > UJI - PAN IS REQUIRED WHERE A STORAGE TYPE WATER HEATER OR HOT 1 1/2"SHOWER OR 6'ABOVE THE ANTICIPATED * * N c a �N CLOTHES WASHER WATER STORAGE TANK IN INSTALLED IN A LOCATION WHERE WATER ' DRAIN VENT THRU ROOF DETAIL SNOW ACCUMULATION, � TUB/SHOWER LEAKAGE FROM THE TANK WILL CAUSE DAMAGE. 1 1/2 TRAPSHOWER WHICHEVER IS GREATER. w J 3/4'DISHWASHER DRAIN 1 1/2'VENT 43 �� _� a 3 MAIN VENT LOOPED HIGH AND THREADED w &W.C.VENT THRU HOLE IN CABINET SIDE OR 1 1/2 VENT QF co � BRANCH VENTS SECURELY FASTENED TO COUNTER 6'MIN OR VENT EXTENSION DRAWING: SANDBL AS REQUIRED OR WALL OR AIR GAP 6'ABOVE ANTICIPATED SAN. SINK DRAINS SNOW ACCUMULATION VANITY 1 1/2' STATE OF NEW YORK ARCHITECT OR ENGINEER TEE >< 2'VENT FOR GARBAGE 1 • DRAIN CERTIFICATION STATEMENT PLUMBING NOTES FUTURE BASE- DISPOSAL - AIR GAP SAN.TEE THE PLANS AND SPECIFICATIONS OF THIS SAN. MENT FIXTURES SAN.TEE �_ PERMIT SET ARE DERIVED FROM AND SCALE: TEE DISH- DISHWASHER PIPE INCREASER 1 1/2' FINISHED FLOOR CONSISTENT WITH THE PLANS AND FINISHED FINISHED DRAIN LINE REDUCER(OCCURS FLOOR ' WASHER FLOOR�� 1 1/23 MIN 12'BELOW ROOF TRAP WARNING:IT IS A VIOLATION OF THE NYS SPECIFICATIONS ASSOCIATED WITH APPROVAL NTS 1 1/2 P-TRAP LINE AIR GAP LINE 11122 TRAP EDUCATION LAW ARTICLE 145 FOR ANY PERSON, NUMBER:M 1370-2020-044 ON FILE WITH THE SHEET: MA-2' FITTING MA 20 UNLESS HE IS ACTING UNDER THE DIRECTION OF A DIVISION AND THIS CONDITIONAL APPROVAL WYE-BRANCH FROST CLOSURE BATHROOM VANITY LICENSED PROFESSIONAL ENGINEER,TO ALTER 7WATER CLOSET AND MAIN VENT KITCHEN SINK/DISHWASHER/DISPOSAL FITTING KITCHEN SINK/DISHWASHER DETAIL THIS ITEM IN ANY WAY LETTER. ENGINEERING# A 221134 DRAWN BY. CHECKED BY: B B RKG XX DATE: 5-27-2021 C C SALESMAN: 12 PETE RUMENSKY 8 MODEL: TWO-STORY Y mm� llllll D D D D F F o EOn W 0 U-�_ CIDQ v Owm Lu W SITE CONNECTIONS: FACTORY CONNECTION: w cn 1. FASTEN RIDGE BOARD TO RIDGE BOARD w/(3)0.131"x3" FASTEN RAILS TO TOP 0 o FACE OR TOE-NAILS PER BAY. CHORD&FLIP RAFTER w/ a I I I I I I 2. INSTALL(1)1-1/4"x20ga STEEL STRAP ACROSS EVERY OTHER (3)0.131"x3"END-NAILS. W N N RAFTER,FASTENED w/(7)0.131"x 2.5"NAILS EACH END. o N 2 z 0 1 ITE CONNECTIONS: > FASTEN RIM TO RIM w/(3) ui w SITE CONNECTION: 0.131fix 3"FACE OR LAP SHEATHING TOE-NAILS PER BAY. ' ACROSS JOINT,FASTEN W TO FLIP&TO RAFTER w/ m (3)0.131,x3 NAILS 1 :I> EACH SIDE. SITE CONNECTIONS: D F- FACTORY CONNECTIONS: OR:INSTALL(1)1-1/4"x FASTEN EA.END OF COLLAR TIE TO TOP H FASTEN RIDGE TO FLIP RAFTER 20ga STEEL STRAP CHORD w/(7)0.13111x 3"FACE-NAILS OR w/(3)0.131"x3"END-NAILS. ACROSS EVERY OTHER (4)SDS25300 SCREWS, EACH RAFTER. Q RAFTER,FASTENED w/ Z_ (7)0.131"x3"NAILS EACH z 0 A END. B �m SITE CONNECTION: I FACTORY CONNECTION: 1.FASTEN RIM BANDS TOGETHER w/1/2"CARRIAGE BOLT w/NUT& FASTEN OVERHANG RAIL FACTORY CONNECTION: WASHER @ 48"o/c. -OR-3/8"LAG SCREWS @ 32"o/c. TO OVERHANG BLOCK RAIL TO BOTTOM CHORD SITE CONNECTIONS: (SHIM AS REQUIRED.) WITH(2)#8x3"SCREWS, w/(3)0.131x3"NAILS EA.1.FASTEN KNEE WALL TO TOP CHORD w/ EA.BLOCK. RAFTER. (2)16d NAILS EACH RAFTER. 2.FASTEN BOTTOM CHORD TO BOTTOM CHORD ACROSS MATE�q w w M 2.FASTEN KNEE WALL TO TOP CHORD w/ LINE w/ 1 20 GA STRAP AND 7 1.131x2.5"NAILS EA.SIDE OF JOINT SITE CONNECTION: Z �1►RY / � W o (1)SIMPSON LTS12 STRAP w/(6)10d EACH RAFTER. FASTEN OVERHANG RAIL ��' 0 z �0 -0 o� NAILS EACH END EVERY OTHER RAFTER. TO SIDEWALL WITH 2 jC/ �i� Lou ��z w ( ) (� 2 #8x3"SCREWS EA.BAY. >_Lu obf 0 W ws� zZm0 SITE CONNECTIONS: ��2 wN}w 1.FASTEN KNEE WALL TO BOTTOM CHORD w/(2)16d NAILS EACH RAFTER. FACTORY '� Q3$43A'� 2.FASTEN KNEE WALL TO BOTTOM CHORD CONNECTION: �� `� o wl 1 SIMPSON LTS12 STRAP w/ 6 10d TOE-NAIL O� ( ) ( )NAILS EACH END,EVERY OTHER RAFTER. FACTORY CONNECTION: RAFTER TO TOP coLu RAIL TO SIDEWALL w/(1)1-1/411x20 PLATE w/(2) DRAWING: 1 ga.STEEL STRAP @ 48"oc. 0.1310"NAILS STATE OF NEW YORK ARCHITECT OR ENGINEER FASTENED w/(7)0.13lx 2.5"NAILS EA.TRUSS CERTIFICATION STATEMENT I FASTENING DETAILS EACH END. THE PLANS AND SPECIFICATIONS OF THIS D C PERMIT SET ARE DERIVED FROM AND SCALE: C CONSISTENT WITH THE PLANS AND NTS WARNING:IT IS A VIOLATION OF THE NYS SPECIFICATIONS ASSOCIATED WITH APPROVAL EDUCATION LAW ARTICLE 145 FOR ANY PERSON, NUMBER:M 1370-2020-044 ON FILE WITH THE SHEET: UNLESS HE IS ACTING UNDER THE DIRECTION OF A DIVISION AND THIS CONDITIONAL APPROVAL LICENSED PROFESSIONAL ENGINEER,TO ALTER LETTER. 8 THIS ITEM IN ANY WAY ENGINEERING# 221134 DRAWN BY: CHECKED BY: SHIM AT RIDGE AS REQUIRED RKG XX 2x4 SPF#2 RIDGE DATE: 2x4 SPF#2 FLIP RAFTER 5-27-2021 @ 16"o/c SALESMAN: PETE RUMENSKY � D Arc MODEL: 12 ti(�AAY �/� TWO-STORY g r 30 YR.SELF SEALING ASPHALT SHINGLE OVER 15#ROOF UNDERLAYMENT(ASTM D 226 TYPE 1).SHINGLE TO COMPLY WITH �(/ iA 1 COLLAR TIE:2x6 SPF#2,EA.RAFTER ASTM D 225 OR D 1970 WIND RESISTANCE.ASPHALT SHINGLE TO Q m m I I I I I I COMPLY WITH ASTM D 7158 CLASS G OR H,OR ASTM D 3161 , 1/2"OSB 24/16 APA RATED ROOF DECKING(MIN.). NON HABITABLE SPACE 9 a32 43�'� SITE CONNECTION: KNEEWALL:2x4 SPF#2 @ 16'o.c. 2x6 SPF#2 RAFTER @ 16"o/c �i� y FASTEN FLOOR BANDS TO CEILING BANDS w/LAPPED r APPROVED ICE SHIELD 36"WIDE c—�n SHEATHING& DRAFTSTOPPING 2x10 SPF#2 @ 16"o.c. 1"AIR SPACE AT EACH RAFTER Lu (2)ROWS OF 0.131x2.5"NAILS j"OSB ATTIC DECKING MATERIAL @ 16"o.c.INTO EACH. 2x6 SUBFACIA o w z c~n cn¢C3 O mw R-38 HD KRAFT BACKED INSULATION 3"x 1/2" 1/2"GYPSUM BOARD 3"x 1/2" w PER THERMAL REQUIREMENTS BEARING STRIP BEARING STRIP a DOUBLE 2x4 SPF#2 � z TOP PLATES DBL 2x6 SPF#2 9 o SITE CONNECTION: TOP PLATES MODULE MODULE �a FASTEN FLOOR BANDS TO _ FASTEN MODULES TOGETHER CEILING BANDS w/0.1310" - 2x4 SPF#2 STUDS @ 16"O/C I I WITH 1/2"BOLT w/NUT& CD W C N TOE-NAILS @ 5"O.C. co I I WASHER AT 48"o.c.,*or* a N.4 1/2"GYPSUM BOARD '' 3/8"X 6"LAG SCREWS @ 32"o.c., o ti S2 FOR LENGTH OF MODULE. 0 cc NOTE:SHIM ANY GAPS IN >`-N `D" 2x10 SPF#2 JOISTS @ 12"O/C 23/32"24/16 APA RATED MATE LINE AT ALL w (2)2x10 SPF#2 T&G OSB FLOOR SHEATHING 2"RIGID FOAM INSULATION CLG LINE BOLT/LAG LOCATIONS. SITE CONNECTION: (AVG.R-VALUE=R-13) FASTEN FLOOR BANDS TO SILL (2)2x10 SPF#2 PERIMETER BANDS M W PLATE w/LAPPED SHEATHING& (2)2xl2 SPF#2 PERIMETER BANDS I 4A (1)ROW OF 0.131 x2.5"NAI LS W @ 11"O.C.INTO EACH. 2x6 SPF#2 CEILING JOISTS @ 16"O/C 1/2"BOLT w/NUT � &WASHER @ 48"O/C 1/2"GYPSUM BOARD Vf }- DBL 2x6 SPF#2 MODULE MODULE h(2)2x12 SPF#2 DOUBLE 2x4 SPF#2 TOP PLATES TOP PLATES ——, ——i FASTEN MODULES TOGETHER Q R-21 HD KRAFT BACKED INSULATION I I WITH 1/2"BOLT w/NUT& Z PER THERMAL REQUIREMENTS I I WASHER AT 48"o.c.,*or* z — Q SITE CONNECTION: - VINYL SIDING(ON SITE BY BUILDER) 3/8"X 6"LAG SCREWS @ 32"O.C., -j FASTEN FLOOR BANDS TO Q, 2x4 SPF#2 STUDS @ 16"O/C 2x6 SPF#2 STUDS @ 16"O/C FOR LENGTH OF MODULE. (95 NE m 'a SILL wl 0.131x3"TOE-NAILS 1st FLR LI @ 5"O.C. 1/2"GYPSUM BOARD 1/2"GYPSUM BOARD 7/16"OSB 24/16 APA RATED NOTE:SHIM ANY GAPS IN I APPROVED DRAFT- WALL SHEATHING MATE LINE AT ALL 2x4 SPF#2 STOPPING MATERIAL*'* BOLT/LAG LOCATIONS. 2x10 SPF#2 JOISTS @ 12"O/C BOTTOM PLATES 2x6 SPF#2 INFILTRATION BARRIER d S BRIDGING 1/2"BOLT w/NUT 23/32"24/16 APA RATED BOTTOM PLATES TO COMPLY WITH ASTM D226 &WASHER @ 48"O/C T&G OSB FLOOR SHEATHING M 1 � W _______ _ (2)2x10 SPF#2 PERIMETER BANDS Lu w� (D FSILL PLATE&BELOW LU o IN FIELD BY BUILDER R-19 KRAFT BACKED INSULATION •• cn} �"'•-o &PER DESIGN BY " 0 Lou z 20} • 2x8 P.T.SILL PLATE w/SEALER 3-1/2 x 7 x 1/4 PER THERMAL REQUIREMENTS ��z PROFESSIONAL R.A. 2 5/8"DIA.ANCHOR o w OR P.E. STEEL PLATE (SUPPLIED&INSTALLED ON SITE BY BLDR.) W 1 1/2 BOLT EMBEDDED cr > �':• � 0�ow 15-9 14-9 W=w Zoe Q zmo0w30'-71/2" � wo Nw= • C < .,a NOTES: NOTE:FOR FOUNDATION 1. ITEMS NOTED WITH(*)SHALL BE PROVIDED BY MANUFACTURER AND &FOOTING SEE SHEET 2a 3-1/2"STEEL COLUMN w J INSTALLED BY BUILDER ON SITE,ITEMS NOTED(—)SHALL BE PROVIDED BY MANUFACTURER AND INSTALLED BY SET CREW ON SITE,AND BOTH SHALL BE .� (SEE FOUNDATION DRAWING FOUNDATION WALL BY BUILDER. o Lu INSPECTED BY LOCAL BUILDING OFFICIAL. FOR SPACING) PLANS ENGINEERED FOR m Lu w 2. FLOOR INSULATION IS NOT REQUIRED IF BASEMENT IS CONDITIONED SPACE 4"CONCRETE SLAB ON 10"THICKNESS. DRAWING: 6 MIL.VAPOR BARRIER �. AND FOUNDATION WALL IS INSULATED PER APPLICABLE ENERGY CODE '• 30'110"FOOTING (RESCHECK) r4"GRAVEL BED ' STATE OF NEW Y RK ARCHITECT OR ENGINEER CERTIFICATION STATEMENT SECTION •. ti 0 THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND SCALE: CONSISTENT WITH THE PLANS AND NTS WARNING:IT IS A VIOLATION OF THE NYS SPECIFICATIONS ASSOCIATED WITH APPROVAL EDUCATION LAW ARTICLE 145 FOR ANY PERSON, NUMBER:M 1370-2020-044 ON FILE WITH THE SHEET: UNLESS HE IS ACTING UNDER THE DIRECTION OF A DIVISION AND THIS CONDITIONAL APPROVAL LICENSED PROFESSIONAL ENGINEER,TO ALTER LETTER. 9 THIS ITEM IN ANY WAY1 ENGINEERING# SHIM AT RIDGE AS REQUIRED 221134 2x4 SPF#2 RIDGE DRAWN BY: CHECKED BY: 2x4 SPF#2 FLIP RAFTER RKG XX @ 16"o/c DATE: 5-27-2021 SALESMAN: 12 PETE RUMENSKY 8 30 YR.SELF SEALING ASPHALT SHINGLE OVER 15#ROOF MODEL: 1 COLLAR TIE:2x6 SPF#2,EA.RAFTER UNDERLAYMENT(ASTM D 226 TYPE 1).SHINGLE TO COMPLY WITH ASTM D 225 OR D 1970 WIND RESISTANCE.ASPHALT SHINGLE TO TWO-STORY COMPLY WITH ASTM D 7158 CLASS G OR H,OR ASTM D 3161 m m LlI I 1/2"OSB 24/16 APA RATED ROOF DECKING(MIN.). NON HABITABLE SPACE 2x6 SPF#2 RAFTER @ 16"o/c KNEEWALL:2x4 SPF#2 @ 16"o.c. APPROVED ICE SHIELD 36"WIDE DRAFTSTOPPING 1"AIRSPACE AT EACH RAFTER z MATERIAL*** 2x10 SPF#2 @ 16'O.C. o a OSB ATTIC DECKING " w 2x6 SUBFACIA Lu 0 z co R-38 HD KRAFT BACKED INSULATION o w 3"x 1/2' 1/2"GYPSU M BOARD 3"x 1/2" Z w wC3 PER THERMAL REQUIREMENTS BEARING STRIP BEARING STRIP o w w DOUBLE 2x4 SPF#2 w TOP PLATES DBL 2x6 SPF#2 w c TOP PLATES g o Dcr >a. 2x4 SPF#2 STUDS @ 16"O/C � � 1/2"GYPSUM BOARD ¢N N? ti z 0 2xl0 SPF#2 JOISTS @ 12"O/C 23/32"24/16 APA RATED > N M tL7 CD 1` (2)2x10 SPF#2 T&G OSB FLOOR SHEATHING 2"RIGID FOAM INSULATION cr "' (AVG.R-VALUE=R-13) 12 (2)2x10 SPF#2 PERIMETER BANDS —� 5 2X6 RAFTERS @ 16"O.C. � (2)2xl2 SPF#2 PERIMETER BANDS Ww/N 1/2"BOLT w/NUT H2.5A EACH RAFTER �j■,w 2x6 SPF#2 CEILING JOISTS &WASHER @ 48'O/C 1/2"GYPSUM BOARD II""' @ 16'O/C DBL 2x6 SPF#2 Ln (2)2x12 SPF#2 DOUBLE 2x4 SPF#2 TOP PLATES to R-21 HD KRAFT BACKED INSULATION TOP PLATES PER THERMAL REQUIREMENTS Z zcl VINYL SIDING(ON SITE BY BUILDER) _ J 0 2x4 SPF#2 STUDS @ 16"O/C 2x6 SPF#2 STUDS @ 16"O/C 05 rn m 7/16"OSB 24/16 APA RATED 1/2"GYPSUM BOARD 1/2"GYPSUM BOARD N I WALL SHEATHING APPROVED DRAFT- 2x4 SPF#2 STOPPING MATERIAL **" 2x6 SPF#2 2x10 SPF#2 JOISTS @ 12"O/C BOTTOM PLATES INFILTRATION BARRIER 23/32"24/16 APA RATED TO COMPLY WITH ASTM D226 BRIDGING 1/2'BOLT w/NUT T&G OSB FLOOR SHEATHING BOTTOM PLATES &WASHER @ 48"0/C � � 1►AY y/,, w (2)2x10 SPF#2 PERIMETER BANDS _ S W uj w �� SILL PLATE&BELOW z IN FIELD BY BUILDER w�- �w o 0 R-19 KRAFT BACKED INSULATION � •' �' * � z =o};� &PER DESIGN BY 3-1/2'x 7'x 1/4' PER THERMAL REQUIREMENTS --i 0 w Hw z w PROFESSIONAL R.A. 2x8 P.T.SILL PLATE w/SEALER 2 W g w of • STEEL PLATE (SUPPLIED&INSTALLED ON SITE BY BLDR.) >m co 0 w =w Oixo"' I OR P.E. 5/8"DIA.ANCHOR 15'-9" 1 1/2" 15'-911 '� 0 431'N W S v Zz w� • BOLT EMBEDDED �� .� C]N Uc"}� 31'-71/2" fi{� r��a �WN N v J NOTES: NOTE:FOR FOUNDATION A 1. ITEMS NOTED WITH(")SHALL BE PROVIDED BY MANUFACTURER AND &FOOTING SEE SHEET 2a w J 3-1/2 STEEL COLUMN a INSTALLED BY BUILDER ON SITE,ITEMS NOTED(—)SHALL BE PROVIDED BY �- MANUFACTURER AND INSTALLED BY SET CREW ON SITE,AND BOTH SHALL BE FOUNDATION WALL BY BUILDER. (SEE FOUNDATION DRAWING m INSPECTED BY LOCAL BUILDING OFFICIAL. PLANS ENGINEERED FOR FOR SPACING) 2. FLOOR INSULATION IS NOT REQUIRED IF BASEMENT IS CONDITIONED SPACE 10"THICKNESS. 4"CONCRETE SLAB ON DRAWING: AND FOUNDATION WALL IS INSULATED PER APPLICABLE ENERGY CODE a' I f6 MIL.VAPOR BARRIER 30"x30"x10"FOOTING • STATE OF NEW YORK ARCHITECT OR ENGINEER (RESCHECK) 4"GRAVEL BED A CERTIFICATION STATEMENT SECTION 0 :• •:• ,. ..:• .,•. s• .,, ,�•�•••.: ..�•: •• -••.,.:., .` THE PLANS AND SPECIFICATIONS OF THIS O PERMIT SET ARE DERIVED FROM AND SCALE: CONSISTENT WITH THE PLANS AND NTS WARNING:IT IS A VIOLATION OF THE NYS SPECIFICATIONS ASSOCIATED WITH APPROVAL EDUCATION LAW ARTICLE 145 FOR ANY PERSON, NUMBER:M 1370-2020-044 ON FILE WITH THE SHEET: UNLESS HE IS ACTING UNDER THE DIRECTION OF A DIVISION AND THIS CONDITIONAL APPROVAL LICENSED PROFESSIONAL ENGINEER,TO ALTER LETTER. 9 a THIS ITEM IN ANY WAY ENGINEERING# SHIM AT RIDGE AS REQUIRED 2x4 SPF#2 RIDGE 221134 2x4 SPF#2 FLIP RAFTER DRAWN BY: CHECKED BY: @ 16"o/c RKG XX DATE: 5-27-2021 12 SALESMAN: 8 30 YR.SELF SEALING ASPHALT SHINGLE OVER 15#ROOF PETE RUMENSKY 1 COLLAR TIE:2x6 SPF#2,EA.RAFTER UNDERLAYMENT(ASTM D 226 TYPE 1).SHINGLE TO COMPLY WITH MODEL: ASTM D 225 OR D 1970 WIND RESISTANCE.ASPHALT SHINGLE TO TWO-STORY COMPLY WITH ASTM D 7158 CLASS G OR H,OR ASTM D 3161 Y 1/2"OSB 24/16 APA RATED ROOF DECKING(MIN.). m mL�L l I I I I I NON HABITABLE SPACE 2x6 SPF#2 RAFTER @ 16"o/c KNEEWALL:2x4 SPF#2 @ 16"o.c. ICE SHIELD 36"WIDE APPROVED DRAFTSTOPPING 2x10 SPF#2 @ 16"o.c. 1"AIRSPACE AT EACH RAFTER z '0S13 ATTIC DECKING MATERIAL o 2x8 RAFTERS @ 16"O.C. w 1.10 oc oo 2x6 SUBFACIA o w� z cn R-38 HD KRAFT BACKED INSULATION 3 0 w "x 1/2" 1/2"GYPSUM BOARD DROPPED HEADER a o PER THERMAL REQUIREMENTS z w w BEARING STRIP 3"x 1/2"1 0 DOUBLE 2x4 SPF#2 BEARING STRIPI H2.5A EACH RAFTER > a TOP PLATES DBL 2x6 SPF# � z 20 TOP PLATE D 2Lu x4 SPF#2 STUDS @ 16"O/C I 9 a i I I I I 1 CC -1 WINDOWco _ N 1/2"GYPSUM BOARD 1 ~a N CN � 1 1 1 1 1 1 ti I I o 2x10 SPF#2 JOISTS @ 12"O/C 23/32"24/16 APA RATED Lu (2)2x10 SPF#2 T&G OSB FLOOR SHEATHING 2"RIGID FOAM INSULATION (AVG.R-VALUE=R-13) (2)2x10 SPF#2 PERIMETER BANDS W I (2)2x12 SPF#2 PERIMETER BANDS Vf 1/2"BOLT w/NUT Lu 1- 2x6 SPF#2 CEILING JOISTS &WASHER @ 48"O/C 1/2"GYPSUM BOARD H 16 0/C DBL 2x6 SPF#2 � (2)2xl2 SPF#2 DOUBLE 2x4 SPF#2 TOP PLATES R-21 HD KRAFT BACKED INSULATION TOP PLATES Z PER THERMAL REQUIREMENTS Z— cl .j VINYL SIDING(ON SITE BY BUILDER) _ b 2x4 SPF#2 STUDS @ 16"O/C 2x6 SPF#2 STUDS @ 16"O/C m � � I 7/16"OSB 24/16 APA RATED 1/2"GYPSUM BOARD 1/2"GYPSUM BOARD WALL SHEATHING APPROVED DRAFT- 2x10 SPF#2 JOISTS @ 12"O/C 2x4 SPF#2 STOPPING MATERIAL BOTTOM PLATES INFILTRATION BARRIER 2x6 SPF#2 T&G TO COMPLY WITH ASTM D226 BRIDGING 1/2"BOLT w/NUT BOTTOM PLATES +�/�Q &WASHER @ 48"O/C &G OSSBB FLOOR APA RATED LOOR SHEATHING M W W ti M W wo z (2)2x10 SPF#2 PERIMETER BANDS 11 �6 o 0 SILL PLATE&BELOW ! ��► _j w ~�z IN FIELD BY BUILDER R-19 KRAFT BACKED INSULATION •' Q 1 '�' W ED ED F- ��0 I &PER DESIGN BY 3-1/2"x 7"x 1/4" PER THERMAL REQUIREMENTS ?2431' cn >=w O�0 w PROFESSIONAL R.A. 2x8 P.T.SILL PLATE w/SEALERLLJ • STEEL PLATE (SUPPLIED&INSTALLED ON SITE BY BLDR.2 S 0 zZ m o OR P.E. 1 1/2 ) OF N N«� Uul; c; ' 15-9 14'-9" N N a LuN cr w 301-71/211 NOTES: ` NOTE:FOR FOUNDATIONui •` 1. ITEMS NOTED WITH(*)SHALL BE PROVIDED BY MANUFACTURER AND &FOOTING SEE SHEET 2a 3-1/2"STEEL COLUMN m Ix INSTALLED BY BUILDER ON SITE,ITEMS NOTED(***)SHALL BE PROVIDED BY (SEE FOUNDATION DRAWING DRAWING: MANUFACTURER AND INSTALLED BY SET CREW ON SITE,AND BOTH SHALL BE INSPECTED BY LOCAL BUILDING OFFICIAL. •• FOR SPACING) STATE OF NEW YORK ARCHITECT OR ENGINEER 2. FLOOR INSULATION IS NOT REQUIRED IF BASEMENT IS CONDITIONED SPACE • 4"CONCRETE SLAB ON CERTIFICATION STATEMENT SECTION VAPOR BARRIER AND FOUNDATION WALL IS INSULATED PER APPLICABLE ENERGY CODE 6 MIL.a'• 30"00"x10"FOOTING THE PLANS AND SPECIFICATIONS OF THIS (RESCHECK) 4"GRAVEL BED '' � PERMIT SET ARE DERIVED FROM AND CALF: 10 • •:•• •:. .• ••,, •,�•:•••�y ..4•: ,.. •-...,•:•y.� CONSISTENT WITH THE PLANS AND NTS O .• •• ' ' '' WARNING:IT IS A VIOLATION OF THE NYS SPECIFICATIONS ASSOCIATED WITH APPROVAL ., EDUCATION LAW ARTICLE 145 FOR ANY PERSON, NUMBER:M 1370-2020-044 ON FILE WITH THE SHEET: UNLESS HE IS ACTING UNDER THE DIRECTION OF A DIVISION AND THIS CONDITIONAL APPROVAL LICENSED PROFESSIONAL ENGINEER,TO ALTER LETTER. 9 b THIS ITEM IN ANY WAY1. ENGINEERING# 221134 DRAWN BY: CHECKED BY: RKG XX DATE: 5-27-2021 SALESMAN: PETE RUMENSKY MODEL: FASTEN EA.GARAGE TWO-STORY TRUSS TO DOUBLE PLATE MM;L! 111 w/(2)0.131 x3"TOE-NAILS PLUS(1)SIMPSON H2.5A (FACTORY CONNECTION) UPLIFT NAILS(o.c.) 30 YR.SELF SEALING ASPHALT SHINGLE OVER 15#ROOF <=133 11• • <=199 7• UNDERLAYMENT(ASTM D 226 TYPE 1).SHINGLE TO COMPLY WITH z <=2ss 5• r ——— ASTM D 225 OR D 1970 WIND RESISTANCE.ASPHALT SHINGLE TO cn g <=332 a• __ I COMPLY WITH ASTM D 7158 CLASS G OR H,OR ASTM D 3161Lu FASTEN SHEATHING TO PLATES I Ix w/0.131x2.5"NAILS @ 11"o.c. I 1/2"24/16 APA RATED ROOF DECKING(MIN.). o p w cn o SHIP LOOSE ROOF Z FASTEN WALL TOP PLATE I (PREMANUFACTURED o TO TRUSS PLATES w/(2) I TRUSSES @ 16"O.C.) w a 0.131 x3 SCREWS PER BAY o> -or-20GA STRAPS @ 32"o.c. I ICE SHIELD 36"WIDE W SITE CONNECTION) I UPLIFT #8 SCREWS PER BAY I N <=180 (2) I 2x6 S U B FAC IA a <=270 (3) <=360 (a) I l Z GARAGE WALLS ARE 1/2"(min.)GYPSUM BOARD BY BUILDER N M CD w g BUILT 3"LOWER TO ACCOMODATE FOR DOUBLE PLATES DBL 2x6 SPF#2 W I UPLIFT NAILS(o.c.) ON ROOF SECTION TOP PLATES H <=133 11• <=199 7' W <=332 <=332 5• FRONT AND REAR WALL SHIP LOOSE WALLS H 4' ARE BUILT TO NORMAL HEIGHT 7r PANELIZED GARAGE (24 SPF#2 @ 16"O.C.) Q Z 1/2"(min.)GYPSUM BOARD BY BUILDER 1/2"24/16 APA RATED SHIP LOOSE SHEATHING z — STRIP,FASTEN TO WALL WALL SHEATHING 11 AND SILL PLATE w/ 25-0 A �m 0.131x2.5"NAILS 2x6 SPF#2 � @ 11"O.C. BOTTOM PLATES FASTEN WALL GARAGE SLAB PLATE TO SILL 4"GRAVEL BED SILL PLATE&BELOW PLATE w/0.131x3" I IN FIELD BY BUILDER •.: '. .. `*, .., •.. ;. • ,` •...:. ... •. . •• .� ', . F— w z�M &PER DESIGN BY w ti c,� NAILS @ 10"O.C. I PROFESSIONAL R.A. �� OR P.E. 2x8 P.T.SILL PLATE w/SEALER :< QwZ =o>ov . FOUNDATION WALL BY BUILDER. J o w ��Y 1 PLANS ENGINEERED FOR >=W O06 o W WIND TOE-NAILS(o.c.) a 5/8 DIA.ANCHOR A �� o o Z m o <=116 1o' BOLT EMBEDDED 10 THICKNESS. N F- U� • � a •a � w DRAWING: STATE OF NEW YORK ARCHITECT OR ENGINEER � N 03 1 CERTIFICATION STATEMENT SECTION�3 . � THE PLANS AND SPECIFICATIONS OF THIS oor PERMIT SET ARE DERIVED FROM AND SCALE: CONSISTENT WITH THE PLANS AND NTS WARNING:IT IS A VIOLATION OF THE NYS SPECIFICATIONS ASSOCIATED WITH APPROVAL EDUCATION LAW ARTICLE 145 FOR ANY PERSON, NUMBER:M 1370-2020-044 ON FILE WITH THE SHEET: UNLESS HE IS ACTING UNDER THE DIRECTION OF A DIVISION AND THIS CONDITIONAL APPROVAL LICENSED PROFESSIONAL ENGINEER,TO ALTER LETTER. 9C THIS ITEM IN ANY WAY ENGINEERING# 221134 FASTEN 2-PLY RIDGE BOARD TOGETHER (2)2x10 SPF#2 RIDGE BOARD DRAWN BY: CHECKED BY: w/(3)0.13lx3"NAILS PER BAY. 2x8 SPF#2 CRICKET RAFTERS @ 16"o.c. RKG XX STRAP ACROSS RIDGE DATE: w/(1)LSTA15 STRAP,EA.RAFTER. 5-27-2021 SALESMAN: PETE RUMENSKY ol MODEL: op TWO-STORY Y mmU_ llllll ATTACH EA.CRICKET RAFTER TO RIDGE BOARD 2x8 SPF#2 CRICKET PLATE w/(4)0.1310 TOE-NAILS. ATTACH CRICKET PLATE TO MAIN ROOF ATTACH EA.CRICKET RAFTER w/(3)#8x3"SCREWS,AT EACH INTERSECTING TO PLATE ROOF TOP CHORD(SITE CONNECTION) Z w/(4)0.1310"TOE-NAILS. ,}A o W w ,, �► o r z Z W coaw p W a tt� sc E75o CRICKET FASTENING DETAIL >4UPI'I 'I $ 243A�OF n, N ~`"NIlIIiI Z 0 W SIMPSON A34 EA.RAFTER 2x4 SPF#2 RAFTERS @ 16"o.c. W I ATTACH RAFTER RAIL 2x6 FASCIA TO BLOCKING IN MAIN HOUSE W N I w/#80"SCREWS @ 6"o.c. F' >- N SIMPSON H2.5a EA.RAFTER I � I N I z_ ATTACH BUMPOUT SIDE WALLS z 0 TO MAIN HOUSE w/0.1310"NAILS @ 6 o.c.FOR THE HEIGHT OF THE WALL N ATTACH BUMPOUT SIDE WALLS m I N TO MAIN HOUSE w/0.131x3"NAILS I �� 2x10 SPF#2 FLOOR JOISTS @ 12"o.c. N @ 6 o.c.FOR THE HEIGHT OF THE WALL 2x6 SPF#2 WALLS I I 2x10 SPF#2 FLOOR JOISTS I FULL-HEIGHT BLOCKING BETWEEN JOISTS @ 16"o.c. I @ 12"o.c.,EXTEND INTO BUMPOUT I INVERTED JOIST HANGER I I FULL-HEIGHT BLOCKING BETWEEN JOISTS 2x4 SPF#2 WALLS I 4'-0" (2)2x10 SPF#2 ._ w @ 16"O.C. _ BACK SPAN 2x10 SPF#2 FLOOR JOISTS @ 12"o.c. w w Lo o�o Z CCD>- �w�o (2)2x10 SPF#2 FLOOR BANDS (2)2x10 SPF#2 FLOOR BANDS o; _Q z jLu I owoco =w Oro FLOOR OR PERIMETER INSULATION w o� vz m 0 R-30 INSULATION 2x6 CEILING JOISTS 16"o.c. R-30 INSULATION o � z°°F_ ON-SITE BY BUILDER _. LU WEATHER-PROOFING ,_ „ WEATHER-PROOFING ,_ „ �N a �N�� ON-SITE BY BUILDER 1 0 2"RIGID FOAM INSULATION ON-SITE BY BUILDER 2 0 FOUNDATION WALL W J SIMPSON H2.5A EACH JOIST SIMPSON H2.5A EACH JOIST W TO CEILING RIM(SITE CONNECTION) (2)2xl2 SPF#2 CLG RIM TO SILL(SITE CONNECTION) ml 19 DRAWING: STATE OF NEW YORK ARCHITECT OR ENGINEER ENT CANTILEVERED CHASE DETAIL THE PILA STION AN S TPECIF'ICATIONS OF THIS DETAIL CANTILEVERED BUMPOUT DETAIL PERMIT SET ARE DERIVED FROM AND SCALE: CONSISTENT WITH THE PLANS AND NTS WARNING:IT IS A VIOLATION OF THE NYS SPECIFICATIONS ASSOCIATED WITH APPROVAL EDUCATION LAW ARTICLE 145 FOR ANY PERSON, NUMBER:M 1370-2020-044 ON FILE WITH THE SHEET: UNLESS HE IS ACTING UNDER THE DIRECTION OF A DIVISION AND THIS CONDITIONAL APPROVAL LICENSED PROFESSIONAL ENGINEER,TO ALTER LETTER. 1 O THIS ITEM IN ANY WAY NOTE: DOCUMENTATION INDEX 04 REVITHE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED SHT No. TITLE 1.4 30 YEAR ARCHITECTURAL SHINGLES DIMENSIONS PRIOR TO THE START OF CONSTRUCTION COVER SHEET, ELEVATIONS C-� ` PLAN BLACK THE CONTRACTOR AND HOME OWNER SHALL BE RESPONSIBLE ELEVATION CALCULATIONS Z MAY 10 2021 TO MAINTAIN PROPER SETBACKS FROM THE PROPERTY LINE 2 AND SECTION THROUGH SITE w OF ALL NEW CONSTRUCTION. �i DATE.. 3 FOUNDATION PLAN '-'�cr _ Now 4 FIRST FLOOR PLAN A W o � OK 12 12 THE CONTRACTOR IS RESPONSIBLE TO COMPLY 5 SECOND FLOOR PLAN P.,.�O 0� " BUILDING DEPARTMENT _ 8 8 WITH ALL APPLICABLE STATE AND LOCAL CODES x i z ALL CONSTRUCTION RESIDENTIAL CODE AND ALL APPLICABLE LOCAL CODE COMPLY WITH ALL 2020 S PORK STATE CONSTRUCTION DATA: W o m USE GROUP SINGLE FAMILY Z BLACK PANEL SHUTTERS CONSTRUCTION TYPE: �@ N~N Cx No.OF DWELLING STORIES 2 QN •-o• �1 a OVERHANG WIND SPEED(3 SECOND GUST) 115 MPH EXPOSURE: B_ DION 1LJ1010 1HH IFEE -1LEADERS WHITED GROUND SEISMIC SNOW LOAD: ja HARDI PLANK SIDING SPOTLIGHT HARDI PLANK SIDING CLIMATE ZONE CLAD BOARD WHITE CLAD BOARD WHITE "TRIM WHITE LUMBER:SPF#1&2,D.F.SYP,P.T. METAL ROOF 10 BLACK U SPOTLIGHT01 a OVERHANG —Is W z 0130- 13013 00 4"GUTTERS AND 0 LEADERS WHITE ®®®® ®®®® IL tea" BLACK PANEL SHUTTERS EE IFEnrim® ®®®® ��z L==u N Vy 01300�9000 WI/ W11 _ a�8 _ V-0w GARAGE DOORS ALL WINDOWS BLACK STONE VENEER FRONT DOOR STONE VENEER OVERHANG „ WHITE BLACK _. - x i''�►: "GUTTERS AND V11tage of Rye Brook FRONT ELEVATION HARDI PLANK SIDING LEADERS WHITE Architectural Review Board CLAD BOARD WHITE MA YA-1-20112-1 4"GUTTERS ANDAppro•�al Date:�,_ LEADERS WHITE "TRIM WHITE Cha r� ;_ 1 L) Ll -- zow Z,90z aA�m� ow o W U ow RIGHT ELEVATION ;0_ AZ�SR W 30 YEAR ARCHITECTURAL SHINGLES BLACK Q� • 12a w _ 1'-0 OVERHANG Ar OVERHANG Z � 4"GUTTERS AND TRIM WHITE �` 0 C �F LEADERS WHITE , HARDI PLANK SIDING )► `' �' '`l HARDI PLANK SIDING � CLAD BOARD WHITE `� el 1 �� CLAD BOARD WHITE L LI O STAII 4A TRIM WHITE ■ Q _ OVERHANG TRIM WHITE �� Li.J -- J 4"GUTTERS AND W W LEADERS WHITE 12 �4 - 0 0 UZ -- Q M.S.O. OVERHANG -s. 5 4 21 HARDI PLANK SIDING— mumm CLAD BOARD WHITE REAR ELEVATION SM 4"TRIM WHITE 20210106 �� LEFT ELEVATION I I I UP or FAIM 4JI UP-or sm I L~ ZV�T� �ZW al 0-1 A N o I ,o.aEEE 9' O�O o � R pol-x0:=o 0 W m ms 00 OMLKJRNL- I A Z-Lj b ~N Q' I N " N� PwOPEIRfY LJME I FRONT ELEVATION Sao Pf�PE7ar1Y lliE I � I z I wz I E a ..................... ELEVATION CALCULATIONS �Z o 0 2 of 0MA21— FRONT ELEVATION CALCULATION 25.5 93 = 0.27 PROP. - 0.60 ALLOWED �8 01 111, 0 Fn RIGHT ELEVATION CALCULATION 31.75 24.8 = 1.28 PROP. - 1.60 ALLOWED LEFT ELEVATION CALCULATION 41.25 110.96 = 0.37 PROP. - 1.60 ALLOWED Do _rw="-M" 0 x a 0 i t` •rt."M is"= oe�m1 quo RIGHT ELEVATION �Tr^� V1 Zow or =colo Nmt mro W z O Y Z aAomZ O� W O= 0�L� or�� o a Nt ms�o x O W lEllI W000:5 lEll ua I Ate"+Fx=mow w 3 Alan o , _LEFT ELEVATION L,v �� .,� z d, a ��, U z Fl--11 FE-110 I zo I o F_ LL-3 U Qw >cn EMMA LLJ -1I I-1 I I-1I-1 I1=I'' J 0I I El I Ml 11=III— Lv s �F Q •R.101 _ _ —If=�.�►'III III �►,�; _= 1= I-1 I I III=1 I I—I I(.I I—I�I I�I I�I I- —I —I 11=1 I I—I I I I—III_ III M.S.O. —III-1 I I- =1 I—I I—I I-T�T�I I—I I—III-1 III LI= =�1 I I 1=111=I III—I 11=1 11=1 I I—I I—I 11=1 I�I I�=1 11=I l! 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I 10'1 I— � —————— I LANqNG o ---� I I r----------------------------- I I I o II III FOOTINGS 24"W.x 10"T.TYPICAL II 1I 11 14 40 -0 L) 5'- " '-3' '-2' '-08� GARAGE I I LINE 0 CHIMNEY E~�� I I i CHASE ABOVE z t1 w I I I POINTI LOAD ABOVE POINT LOAD ABOVE POI LOAD ABOVE POINT LOAD ABOVE r, I I W Z O O z I I I I L-J L - L -J L -J I I OI-� Wo I Z5 I I I I I I I �_ 1� 1r--,a0 w " o I i J U-O: LANDING11 I 11 1 1 1 o F x W N I _6 I I� > W W I a I x I � I� I � I x f�1L'3e gU o I z I� I I I z I� `° AZ�jcn I U IN I to I U IN N 3 ri N 1 a I) I I X BASEMENT l a I; N o 1 0 10 i Z I� 1 O I o Nz M 1 I u iN N N I I I a IZ UP I i I I l 0 19 I I I I I M I I I I I I I I i o i I o 1 I I I I I I L-------------------------------------FOOTINGS 24W.x 10'T.TYPICAL------------------ —� I 1 0 1 3000 PSI CONCRETE TYPICAL o I I i _J I I I ------------------------� --� r------------I �— L_----------------- I L---------------------------J .1 LINE OF BUILDING ABOVE I I I I LINE OF BUILDING ABOVE Z -- ----------- I I zn I I -- ----------- --� l 0 1 1 0 1 O� 1 L------------JI Q� I 1 pZ L----------------J ZC E -1C4 9'-3"MASONRY OPENING 1'-9' 9'-3"MASONRY OPENING -1 24'-14' 12'-0" 17'-5" r� ��Tft�� A.rt O W •, ��'� E. +Cry m sow e, Mai+BY; �r >.,I. Z :t.a t � M.S.O. .� 5421 �Q 330 1/4"-1'-0' S'TPT 20210106 3 F u ►4 1.4 Z 0 WZ �o } �OOQ wx z� =o W 0m AZ� 54'-0' N a �• 26'-4' 19,-0" 8'-1j' e'-8- 34'-3j' 6 0 I co STO N E PATIO �? a FAUCET FOR ANDI=RSE,,N FILLING POTS C245 3056 3056 8'-0"X I-11 SLIDER 3056 3056 .� �ti � W3624 W2442 1 z La 2 542 W422424 w . ' 3 36'RAN SP�E rr 1 SPACE O m � N ENA��? 3 W�a} oz KITCHENab j 205 Sq.Ft. BREAKFAST NOOK FAMILY ROOM a W Sol _ Sq.Ft ' 3'-6- 4'-O'X 5'-6' 187 Sq.Ft 317 � U WE ISLAND AOt�N � a x U _ 6Q%A min 4j 12'-2" co W3042 W3030 W3042 ------------- v to I--------------------- LANDING ' 6 Y/ N I I . iLn C p I I a N DA Ln TWO CAR GARAGE j I N I I 3._0. 0 I I Z L I DINING ROOM I wZ,00z I 311 Sq.Ft. I OFFICE �--I w o c 202 Sq.Ft. a A o m z I I uP FOYER ;;, �� 5 to Ln oW N L-TRAY CEILING ---------------J I W�}coo go Fx J N AZ > 3'-0' 1---I 3 o N�o c 3056(3) 1 1 3056(3) N�::Z 9'-O-X 8'-0-GARAGE DOOR 9'-O'X 8'-0"GARAGE DOOR N i PORCH 1<4 i 24'-0" I 1 xs�ER A 4 I �- 20'-4' S• 16'A° 4' 15'-74- h�ii[II - � 1 "� e3 `b 21'-'8- 17'- . 13'- 1'68" �8 ti Q 54-0' C s N Z ~�. O F STAT'E I- Cn Of FIRST FLOOR CEILING HEIGHT: 9'-0" FIRST FLOOR WINDOW HEADER HEIGHT: 7'-1 1 3/4" �: M.S.O. QUE 5421 THE CONTRACTOR SHALL VERIFY ALL WINDOW AND DOOR KOM SIZES, ROUGH OPENINGS AND TECHNICAL DATA WINDOW SCHEDULE ANDERSEN 400 SERIES OR APPROVED EQUAL DOOR SCHEDULE ANDERSEN OR APPROVED EQUAL I.D. R.O. TYPE GLAZING VENT LI-FACTOF SHGC REMARKS SIZE AND TYPE R.O. GLAZING VENT -FACTO SHGC 1/4'=1'-O' 3056 38 1/2'X 69 1/2-DOUBLE HUNG 13.5 5.93 0.29 0.31 EGRESS 8'-0'X 6'-11'SLDER 96-X 83 1/2- 34.3 21.0 JOB NIL* C245 48 1/2`X 53 1/2-CASEMENT 12.2 13.1 0.29 0.31 2456 30 1/2-X 69 1/2 DOUBLE HUNG 9.56 4.38 0.29 0.31 20210106 3056(2) 76 1/2-X 69 1/2-DOUBLE HUNG TWIN 27.0 11.86 0.29 0.31 3056(3) 114-X 69 1/2 DOUBLE HUNG TRIPLE 38.7 17.19 0.29 0.31 SiEEr 3052 38 1/2-X 65 1/2-DOUBLE HUNG 12.6 6.89 0.29 0.31 EGRESS 3042 38 1/2'X 53 1/2'DOUBLE HUNG 9.9 5.45 0.29 0.31 2442 30 1/2"X 53 1/2-DOUBLE HUNG TWIN 7.46 4.2 0.29 0.31 1852-3052-1852 82'X 65 1/2- DOUBLE HUNG PICTURE 25.36 14.35 0.29 0.31 3042(2) 76 1/2-X 53 1/2-DOUBLE HUNG TWIN 19.8 10.9 0.29 0.31 3052(2) 76 1/2-X 65 1/2-1 DOUBLE HUNG TWIN 25.2 13.78 1 0.29 1 0.31 1 EGRESS I� I� F L) sw z 0 p" Y aQ 0 a wxN o w WO Qz�m ~I N N �a 54'-0' 6' 18'-11 4' 11'-1�" 44 6'-0" 2'-0' 13'-5" 6 • U a: c7 •TUB/SHWR m z ------------------ ( wz I I I EN I I I I BEDROOM 4 °' A o I j I W.I.C. I BATH 3 I N 135 Sq.Ft. --, �Z I I I I c -IC4co �z MASTER BEDROOM I I I Cwa,co, r------------------------- - - I 295 Sq.Ft. N • I I V w�Rd I I i I I E- I I I 3'-0. 3'-0- -- x I I I PULL DOWN STAIRS U I I T I I L-TRAY CEILING o (o ------------J c) M j 2 I I `I INBATH 4 ;. I o HANDRAIL I "' 3'-0' 3'-0' 3'-0. 10 I ±DJN LANDING - - - - - - I - I N 2'-6- 2'-6- 2'-6' 2'-6- I � 3'-0' � I iG N i I N GARAGE ROOF BEDROOM #2 E-I��Z I w lei Sq.Ft. LAUNDRY z a } to F -I a wzWoz I I I BEDROOM #3 aAomz ® I L� J 0 m I I 3 193 Sq.Ft. O ui�v 0 N O � � �0� wx�WW N I , TEMPERED n W. g v 3 w�&J�co =5w 3052(2) o QZm 3 I 14 I 1-4 1852-3052-1852 � N zO ------- 15'-10' N 2' 0 8'- - ,2'-0` '2 2'-7" ,0'-8�` ,5'-„" 6 a 23'A" 14'-0 16'-5' 54'-0" •• �� 4� r z c 1 T330 w`' -, � of� LL- z O U LL.I Cn SECOND FLOOR CEILING HEIGHT: 8'-6" _ SECOND FLOOR WINDOW HEADER HEIGHT: 7'-5 3/4" M.S.O.um 541421 THE CONTRACTOR SHALL VERIFY ALL WINDOW AND DOOR SIZES, ROUGH OPENINGS AND TECHNICAL DATA sr WINDOW SCHEDULE ANDERSEN 400 SERIES OR APPROVED EQUAL DOOR SCHEDULE ANDERSEN OR APPROVED EQUAL WE 1�4"-1'-O" I.D. R.O. TYPE GLAZING VENT -FACTO SHGC REMARKS SIZE AND TYPE R.O. GLAZING VENT -FACT SHGC 3056 38 1/2"X 69 1/2-DOUBLE HUNG 13.5 5.93 0.29 0.31 EGRESS 8'-0-X 6'-11 SLIDER 96'X 83 1/2' 34.3 21.0 C245 48 1/2-X 53 1/2"CASEMENT 12.2 13.1 0.29 0.31 20210106 2456 30 1/2-X 69 1/2-DOUBLE HUNG 9.56 4.38 0.29 0.31 3056 2 76 1/2-X 69 1/2-DOUBLE HUNG TWIN 27.0 11.86 0.29 0.31 3056 3 114-X 69 1/2' DOUBLE HUNG TRIPLE 38.7 17.19 0.29 0.31 g 3052 38 1/2-X 65 1/2-DOUBLE HUNG 12.6 6.89 0.29 0.31 EGRESS 3042 38 1/2"X 53 1/2 DOUBLE HUNG 9.9 5.45 0.29 0.31 2442 30 1/2-X 53 1/2'DOUBLE HUNG TWIN 7.46 4.2 0.29 0.31 1852-3052-1852 82"X 65 1/2" DOUBLE HUNG PICTURE 25.36 14.35 0.29 0.31 3042 2 76 1/2-X 53 1/2"DOUBLE HUNG TWIN 19.8 10.9 0.29 0.31 5 3052 2 1 76 1/2"X 65 1/2"DOUBLE HUNG TWIN 25.2 13.78 10.29 0.31 EGRESS ENGINEERING# 221134 FASTEN 2-PLY RIDGE BOARD TOGETHER (2)2x10 SPF#2 RIDGE BOARD DRAWN BY: CHECKED BY: w/(3)0.13lx3"NAILS PER BAY. 2x8 SPF#2 CRICKET RAFTERS @ 16"o.c. RKG XX STRAP ACROSS RIDGE DATE: w/(1)LSTA15 STRAP,EA.RAFTER. 5-27-2021 SALESMAN: PETE RUMENSKY ol MODEL: op TWO-STORY Y mmU_ llllll ATTACH EA.CRICKET RAFTER TO RIDGE BOARD 2x8 SPF#2 CRICKET PLATE w/(4)0.1310 TOE-NAILS. ATTACH CRICKET PLATE TO MAIN ROOF ATTACH EA.CRICKET RAFTER w/(3)#8x3"SCREWS,AT EACH INTERSECTING TO PLATE ROOF TOP CHORD(SITE CONNECTION) Z w/(4)0.1310"TOE-NAILS. ,}A o W w ,, �► o r z Z W coaw p W a tt� sc E75o CRICKET FASTENING DETAIL >4UPI'I 'I $ 243A�OF n, N ~`"NIlIIiI Z 0 W SIMPSON A34 EA.RAFTER 2x4 SPF#2 RAFTERS @ 16"o.c. W I ATTACH RAFTER RAIL 2x6 FASCIA TO BLOCKING IN MAIN HOUSE W N I w/#80"SCREWS @ 6"o.c. F' >- N SIMPSON H2.5a EA.RAFTER I � I N I z_ ATTACH BUMPOUT SIDE WALLS z 0 TO MAIN HOUSE w/0.1310"NAILS @ 6 o.c.FOR THE HEIGHT OF THE WALL N ATTACH BUMPOUT SIDE WALLS m I N TO MAIN HOUSE w/0.131x3"NAILS I �� 2x10 SPF#2 FLOOR JOISTS @ 12"o.c. N @ 6 o.c.FOR THE HEIGHT OF THE WALL 2x6 SPF#2 WALLS I I 2x10 SPF#2 FLOOR JOISTS I FULL-HEIGHT BLOCKING BETWEEN JOISTS @ 16"o.c. I @ 12"o.c.,EXTEND INTO BUMPOUT I INVERTED JOIST HANGER I I FULL-HEIGHT BLOCKING BETWEEN JOISTS 2x4 SPF#2 WALLS I 4'-0" (2)2x10 SPF#2 ._ w @ 16"O.C. _ BACK SPAN 2x10 SPF#2 FLOOR JOISTS @ 12"o.c. w w Lo o�o Z CCD>- �w�o (2)2x10 SPF#2 FLOOR BANDS (2)2x10 SPF#2 FLOOR BANDS o; _Q z jLu I owoco =w Oro FLOOR OR PERIMETER INSULATION w o� vz m 0 R-30 INSULATION 2x6 CEILING JOISTS 16"o.c. R-30 INSULATION o � z°°F_ ON-SITE BY BUILDER _. LU WEATHER-PROOFING ,_ „ WEATHER-PROOFING ,_ „ �N a �N�� ON-SITE BY BUILDER 1 0 2"RIGID FOAM INSULATION ON-SITE BY BUILDER 2 0 FOUNDATION WALL W J SIMPSON H2.5A EACH JOIST SIMPSON H2.5A EACH JOIST W TO CEILING RIM(SITE CONNECTION) (2)2xl2 SPF#2 CLG RIM TO SILL(SITE CONNECTION) ml 19 DRAWING: STATE OF NEW YORK ARCHITECT OR ENGINEER ENT CANTILEVERED CHASE DETAIL THE PILA STION AN S TPECIF'ICATIONS OF THIS DETAIL CANTILEVERED BUMPOUT DETAIL PERMIT SET ARE DERIVED FROM AND SCALE: CONSISTENT WITH THE PLANS AND NTS WARNING:IT IS A VIOLATION OF THE NYS SPECIFICATIONS ASSOCIATED WITH APPROVAL EDUCATION LAW ARTICLE 145 FOR ANY PERSON, NUMBER:M 1370-2020-044 ON FILE WITH THE SHEET: UNLESS HE IS ACTING UNDER THE DIRECTION OF A DIVISION AND THIS CONDITIONAL APPROVAL LICENSED PROFESSIONAL ENGINEER,TO ALTER LETTER. 1 O THIS ITEM IN ANY WAY NOTE: DOCUMENTATION INDEX 04 REVITHE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED SHT No. TITLE 1.4 30 YEAR ARCHITECTURAL SHINGLES DIMENSIONS PRIOR TO THE START OF CONSTRUCTION COVER SHEET, ELEVATIONS C-� ` PLAN BLACK THE CONTRACTOR AND HOME OWNER SHALL BE RESPONSIBLE ELEVATION CALCULATIONS Z MAY 10 2021 TO MAINTAIN PROPER SETBACKS FROM THE PROPERTY LINE 2 AND SECTION THROUGH SITE w OF ALL NEW CONSTRUCTION. �i DATE.. 3 FOUNDATION PLAN '-'�cr _ Now 4 FIRST FLOOR PLAN A W o � OK 12 12 THE CONTRACTOR IS RESPONSIBLE TO COMPLY 5 SECOND FLOOR PLAN P.,.�O 0� " BUILDING DEPARTMENT _ 8 8 WITH ALL APPLICABLE STATE AND LOCAL CODES x i z ALL CONSTRUCTION RESIDENTIAL CODE AND ALL APPLICABLE LOCAL CODE COMPLY WITH ALL 2020 S PORK STATE CONSTRUCTION DATA: W o m USE GROUP SINGLE FAMILY Z BLACK PANEL SHUTTERS CONSTRUCTION TYPE: �@ N~N Cx No.OF DWELLING STORIES 2 QN •-o• �1 a OVERHANG WIND SPEED(3 SECOND GUST) 115 MPH EXPOSURE: B_ DION 1LJ1010 1HH IFEE -1LEADERS WHITED GROUND SEISMIC SNOW LOAD: ja HARDI PLANK SIDING SPOTLIGHT HARDI PLANK SIDING CLIMATE ZONE CLAD BOARD WHITE CLAD BOARD WHITE "TRIM WHITE LUMBER:SPF#1&2,D.F.SYP,P.T. METAL ROOF 10 BLACK U SPOTLIGHT01 a OVERHANG —Is W z 0130- 13013 00 4"GUTTERS AND 0 LEADERS WHITE ®®®® ®®®® IL tea" BLACK PANEL SHUTTERS EE IFEnrim® ®®®® ��z L==u N Vy 01300�9000 WI/ W11 _ a�8 _ V-0w GARAGE DOORS ALL WINDOWS BLACK STONE VENEER FRONT DOOR STONE VENEER OVERHANG „ WHITE BLACK _. _ x i''�►: "GUTTERS AND V11tage of Rye Brook FRONT ELEVATION HARDI PLANK SIDING LEADERS WHITE Architectural Review Board CLAD BOARD WHITE MA YA-1-20112-1 4"GUTTERS ANDAppro•�al Date:�,_ LEADERS WHITE "TRIM WHITE Cha r� ;_ 1 L) Ll -- zow Z,90z aA�m� ow o W U ow RIGHT ELEVATION ;0_ AZ�SR W 30 YEAR ARCHITECTURAL SHINGLES BLACK Q� • 12a w _ 1'-0 OVERHANG Ar OVERHANG Z � 4"GUTTERS AND TRIM WHITE �` 0 C �F LEADERS WHITE , HARDI PLANK SIDING )► `' �' '`l HARDI PLANK SIDING � CLAD BOARD WHITE `� el 1 �� CLAD BOARD WHITE L LI O STAII 4A TRIM WHITE ■ Q _ OVERHANG TRIM WHITE �� Li.J -- J 4"GUTTERS AND W W LEADERS WHITE 12 �4 - 0 0 UZ -- Q M.S.O. OVERHANG -s. 5 4 21 HARDI PLANK SIDING— mumm CLAD BOARD WHITE REAR ELEVATION SM 4"TRIM WHITE 20210106 �� LEFT ELEVATION I I I UP or FAIM 4JI UP-or sm I L~ ZV�T� �ZW al 0-1 A N o I ,o.aEEE 9' O�O o � R pol-x0:=o 0 W m ms 00 OMLKJRNL- I A Z-Lj b ~N Q' I N " N� PwOPEIRfY LJME I FRONT ELEVATION Sao Pf�PE7ar1Y lliE I � I z I wz I E a ..................... ELEVATION CALCULATIONS �Z o 0 2 of 0MA21— FRONT ELEVATION CALCULATION 25.5 93 = 0.27 PROP. - 0.60 ALLOWED �8 01 111, 0 Fn RIGHT ELEVATION CALCULATION 31.75 24.8 = 1.28 PROP. - 1.60 ALLOWED LEFT ELEVATION CALCULATION 41.25 110.96 = 0.37 PROP. - 1.60 ALLOWED Do _rw="-M" 0 x a 0 i t` •rt."M is"= oe�m1 quo RIGHT ELEVATION �Tr^� V1 Zow or =colo Nmt mro W z O Y Z aAomZ O� W O= 0�L� or�� o a Nt ms�o x O W lEllI W000:5 lEll ua I Ate"+Fx=mow w 3 Alan o , _LEFT ELEVATION L,v �� .,� z d, a ��, U z Fl--11 FE-110 I zo I o F_ LL-3 U Qw >cn EMMA LLJ -1I I-1 I I-1I-1 I1=I'' J 0I I El I Ml 11=III— Lv s �F Q •R.101 _ _ —If=�.�►'III III �►,�; _= 1= I-1 I I III=1 I I—I I(.I I—I�I I�I I�I I- —I —I 11=1 I I—I I I I—III_ III M.S.O. —III-1 I I- =1 I—I I—I I-T�T�I I—I I—III-1 III LI= =�1 I I 1=111=I III—I 11=1 11=1 I I—I I—I 11=1 I�I I�=1 11=I l! 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I 10'1 I— � —————— I LANqNG o ---� I I r----------------------------- I I I o II III FOOTINGS 24"W.x 10"T.TYPICAL II 1I 11 14 40 -0 L) 5'- " '-3' '-2' '-08� GARAGE I I LINE 0 CHIMNEY E~�� I I i CHASE ABOVE z t1 w I I I POINTI LOAD ABOVE POINT LOAD ABOVE POI LOAD ABOVE POINT LOAD ABOVE r, I I W Z O O z I I I I L-J L - L -J L -J I I OI-� Wo I Z5 I I I I I I I �_ 1� 1r--,a0 w " o I i J U-O: LANDING11 I 11 1 1 1 o F x W N I _6 I I� > W W I a I x I � I� I � I x f�1L'3e gU o I z I� I I I z I� `° AZ�jcn I U IN I to I U IN N 3 ri N 1 a I) I I X BASEMENT l a I; N o 1 0 10 i Z I� 1 O I o Nz M 1 I u iN N N I I I a IZ UP I i I I l 0 19 I I I I I M I I I I I I I I i o i I o 1 I I I I I I L-------------------------------------FOOTINGS 24W.x 10'T.TYPICAL------------------ —� I 1 0 1 3000 PSI CONCRETE TYPICAL o I I i _J I I I ------------------------� --� r------------I �— L_----------------- I L---------------------------J .1 LINE OF BUILDING ABOVE I I I I LINE OF BUILDING ABOVE Z -- ----------- I I zn I I -- ----------- --� l 0 1 1 0 1 O� 1 L------------JI Q� I 1 pZ L----------------J ZC E -1C4 9'-3"MASONRY OPENING 1'-9' 9'-3"MASONRY OPENING -1 24'-14' 12'-0" 17'-5" r� ��Tft�� A.rt O W •, ��'� E. +Cry m sow e, Mai+BY; �r >.,I. Z :t.a t � M.S.O. .� 5421 �Q 330 1/4"-1'-0' S'TPT 20210106 3 F u ►4 1.4 Z 0 WZ �o } �OOQ wx z� =o W 0m AZ� 54'-0' N a �• 26'-4' 19,-0" 8'-1j' e'-8- 34'-3j' 6 0 I co STO N E PATIO �? a FAUCET FOR ANDI=RSE,,N FILLING POTS C245 3056 3056 8'-0"X I-11 SLIDER 3056 3056 .� �ti � W3624 W2442 1 z La 2 542 W422424 w . ' 3 36'RAN SP�E rr 1 SPACE O m � N ENA��? 3 W�a} oz KITCHENab j 205 Sq.Ft. BREAKFAST NOOK FAMILY ROOM a W Sol _ Sq.Ft ' 3'-6- 4'-O'X 5'-6' 187 Sq.Ft 317 � U WE ISLAND AOt�N � a x U _ 6Q%A min 4j 12'-2" co W3042 W3030 W3042 ------------- v to I--------------------- LANDING ' 6 Y/ N I I . iLn C p I I a N DA Ln TWO CAR GARAGE j I N I I 3._0. 0 I I Z L I DINING ROOM I wZ,00z I 311 Sq.Ft. I OFFICE �--I w o c 202 Sq.Ft. a A o m z I I uP FOYER ;;, �� 5 to Ln oW N L-TRAY CEILING ---------------J I W�}coo go Fx J N AZ > 3'-0' 1---I 3 o N�o c 3056(3) 1 1 3056(3) N�::Z 9'-O-X 8'-0-GARAGE DOOR 9'-O'X 8'-0"GARAGE DOOR N i PORCH 1<4 i 24'-0" I 1 xs�ER A 4 I �- 20'-4' S• 16'A° 4' 15'-74- h�ii[II - � 1 "� e3 `b 21'-'8- 17'- . 13'- 1'68" �8 ti Q 54-0' C s N Z ~�. O F STAT'E I- Cn Of FIRST FLOOR CEILING HEIGHT: 9'-0" FIRST FLOOR WINDOW HEADER HEIGHT: 7'-1 1 3/4" �: M.S.O. QUE 5421 THE CONTRACTOR SHALL VERIFY ALL WINDOW AND DOOR KOM SIZES, ROUGH OPENINGS AND TECHNICAL DATA WINDOW SCHEDULE ANDERSEN 400 SERIES OR APPROVED EQUAL DOOR SCHEDULE ANDERSEN OR APPROVED EQUAL I.D. R.O. TYPE GLAZING VENT LI-FACTOF SHGC REMARKS SIZE AND TYPE R.O. GLAZING VENT -FACTO SHGC 1/4'=1'-O' 3056 38 1/2'X 69 1/2-DOUBLE HUNG 13.5 5.93 0.29 0.31 EGRESS 8'-0'X 6'-11'SLDER 96-X 83 1/2- 34.3 21.0 JOB NIL* C245 48 1/2`X 53 1/2-CASEMENT 12.2 13.1 0.29 0.31 2456 30 1/2-X 69 1/2 DOUBLE HUNG 9.56 4.38 0.29 0.31 20210106 3056(2) 76 1/2-X 69 1/2-DOUBLE HUNG TWIN 27.0 11.86 0.29 0.31 3056(3) 114-X 69 1/2 DOUBLE HUNG TRIPLE 38.7 17.19 0.29 0.31 SiEEr 3052 38 1/2-X 65 1/2-DOUBLE HUNG 12.6 6.89 0.29 0.31 EGRESS 3042 38 1/2'X 53 1/2'DOUBLE HUNG 9.9 5.45 0.29 0.31 2442 30 1/2"X 53 1/2-DOUBLE HUNG TWIN 7.46 4.2 0.29 0.31 1852-3052-1852 82'X 65 1/2- DOUBLE HUNG PICTURE 25.36 14.35 0.29 0.31 3042(2) 76 1/2-X 53 1/2-DOUBLE HUNG TWIN 19.8 10.9 0.29 0.31 3052(2) 76 1/2-X 65 1/2-1 DOUBLE HUNG TWIN 25.2 13.78 1 0.29 1 0.31 1 EGRESS I� I� F L) sw z 0 p" Y aQ 0 a wxN o w WO Qz�m ~I N N �a 54'-0' 6' 18'-11 4' 11'-1�" 44 6'-0" 2'-0' 13'-5" 6 • U a: c7 •TUB/SHWR m z ------------------ ( wz I I I EN I I I I BEDROOM 4 °' A o I j I W.I.C. I BATH 3 I N 135 Sq.Ft. --, �Z I I I I c -IC4co �z MASTER BEDROOM I I I Cwa,co, r------------------------- - - I 295 Sq.Ft. N • I I V w�Rd I I i I I E- I I I 3'-0. 3'-0- -- x I I I PULL DOWN STAIRS U I I T I I L-TRAY CEILING o (o ------------J c) M j 2 I I `I INBATH 4 ;. I o HANDRAIL I "' 3'-0' 3'-0' 3'-0. 10 I ±DJN LANDING - - - - - - I - I N 2'-6- 2'-6- 2'-6' 2'-6- I � 3'-0' � I iG N i I N GARAGE ROOF BEDROOM #2 E-I��Z I w lei Sq.Ft. LAUNDRY z a } to F -I a wzWoz I I I BEDROOM #3 aAomz ® I L� J 0 m I I 3 193 Sq.Ft. O ui�v 0 N O � � �0� wx�WW N I , TEMPERED n W. g v 3 w�&J�co =5w 3052(2) o QZm 3 I 14 I 1-4 1852-3052-1852 � N zO ------- 15'-10' N 2' 0 8'- - ,2'-0` '2 2'-7" ,0'-8�` ,5'-„" 6 a 23'A" 14'-0 16'-5' 54'-0" •• �� 4� r z c 1 T330 w`' -, � of� LL- z O U LL.I Cn SECOND FLOOR CEILING HEIGHT: 8'-6" _ SECOND FLOOR WINDOW HEADER HEIGHT: 7'-5 3/4" M.S.O.um 541421 THE CONTRACTOR SHALL VERIFY ALL WINDOW AND DOOR SIZES, ROUGH OPENINGS AND TECHNICAL DATA sr WINDOW SCHEDULE ANDERSEN 400 SERIES OR APPROVED EQUAL DOOR SCHEDULE ANDERSEN OR APPROVED EQUAL WE 1�4"-1'-O" I.D. R.O. TYPE GLAZING VENT -FACTO SHGC REMARKS SIZE AND TYPE R.O. GLAZING VENT -FACT SHGC 3056 38 1/2"X 69 1/2-DOUBLE HUNG 13.5 5.93 0.29 0.31 EGRESS 8'-0-X 6'-11 SLIDER 96'X 83 1/2' 34.3 21.0 C245 48 1/2-X 53 1/2"CASEMENT 12.2 13.1 0.29 0.31 20210106 2456 30 1/2-X 69 1/2-DOUBLE HUNG 9.56 4.38 0.29 0.31 3056 2 76 1/2-X 69 1/2-DOUBLE HUNG TWIN 27.0 11.86 0.29 0.31 3056 3 114-X 69 1/2' DOUBLE HUNG TRIPLE 38.7 17.19 0.29 0.31 g 3052 38 1/2-X 65 1/2-DOUBLE HUNG 12.6 6.89 0.29 0.31 EGRESS 3042 38 1/2"X 53 1/2 DOUBLE HUNG 9.9 5.45 0.29 0.31 2442 30 1/2-X 53 1/2'DOUBLE HUNG TWIN 7.46 4.2 0.29 0.31 1852-3052-1852 82"X 65 1/2" DOUBLE HUNG PICTURE 25.36 14.35 0.29 0.31 3042 2 76 1/2-X 53 1/2"DOUBLE HUNG TWIN 19.8 10.9 0.29 0.31 5 3052 2 1 76 1/2"X 65 1/2"DOUBLE HUNG TWIN 25.2 13.78 10.29 0.31 EGRESS LEGEND ?/ EXISTNO PROPOSED III p CAT IT BASIN DRAIN MAN-OLc ^ SAN.cE ER MANFOLE t7 Y R,DR.VNT IIFF V ® 8 DRAIN INLET / ,� \ ( % 31 �IYY�O�l ® B W__R VALVE �- - 1 J d W D+AL 'yy�� G� —a� ays CO.N TOUR LINE, ! L�2�� - \ y W.ETLAND: D 1 o� Il, i VANTENANOE ,AREA zo NFRN L X I �E nwo LOCATION MAP 7 / Y .�uouwro avmsrnretiw 50696 S.F. i D N -,s. 1.1 6 AC I A / �° aT PENMIn��/-�9� / \ W O f O D L A N D S / I� ICI O - SeLn 135 35- j y� DATE A"F D ;�_r_'D71— UY OE au�o xs xsvE s.wMrwtxr AS-BUILTIFINAL SURVEY /,,� REDUIRED PRIOP TO f i L�J�I:�EVT f�D4;� �I f J ( FINAL INSPECTION 10 2 4 D _ SCALE IN FEET 30 S.f a Y, ZONING ANALYSIS lip I'l FENCE _ i Y . 0 � � Pis eo eo i l / 'e of y/ ws n' 68 _ 11 YEST Al- c\. ��• _ EENINc y 1\ 1 - 27 '. TREE,'¢..R (I�� Ti +i Mee. .:. / �f ',.. S'F\ I--oc-_ � f` 9 r DECORATIVE f+Z/ � D" \ O MaxR OF eVlo n'M ev... as. ^f ✓ IT LEE / F LOT " •`�?� <2 /m d -IN'-' - _ ss s.r. y/ I a as I.1. 77 v+731, -__-- r—/ HT— ,F '_Ao5 ff orv � l ( NiFNc�ER o. 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S-IFFYI OF 2 SL;EETS GENERAL NOTES H1Aj'1,Lr R"I RulH�L�iIl%'I'&HIA 11"11771 IS' are reax row NN 'I11�1ONR' LL NHE INIP11111 III I- MA I IT" A-O %u �,�"AHLII�7 kkk, rx PLAN N 11 WATER AS VAN CQOSSJNG YA2� DRAINN A eI YI SANITARY SEWER NOTES - NE _1 NT 11 1EA IN MA inj N-OLE IN T.R ZN VF U E N � "N � 11.11�--El AIII R1 no R, 1U11-1 TLL/ ALL JMIN[JM FFNCF 1N FLL N.T.S. GENERAL EROSION CONTRCL NOTES IINEI 1.1 s "I E P_.N -IZLo�21 11 Nl A111R—Al_, F —jgk� "1 1111-11'1"1 HP 11 NI HNIIII 11— All N-1AHLY DRAIN PIPE FIEDDIRG L-�21 X&R, T N.T. 111-1- ISIA-ER SERVICECo`p`nEis N .... 111NIL CONNECTION DETAIL 1.11 E111I —RA 11 PAAAT- F .. U T EARTH so RHIN 1N I'ITAILIzIl SEWER TQENC- AND PIFE DETAIL BEe_NNG N T uc 5*111,JAMN" TNIRA 111ANN1.111 �Ij H AT TA Eu E _O ":77,Mg 'OesO s 7 N I_ �E NPI, r)1I1EAAY RECTION N'w AR'n HLA, _R, mill FIL A Le TRNLEAVAVE N -0 T,N CLEAHOUT R aA A I N11-TIAEIA'AD N I I T RALPP C.MASTROlvONACO FE P C. C—ul I US Engineers 13 DcCourt,Cro ton-on-H.c—,New York 10020 l-I.io1IH/1AA N1 A'4)271-4762 (914)271-2920 Fore M Y s`2 2 11,��Ior 1E ITINLE'C�DN F 11H HAINI DE-AILS/NOTES —SIDENCE D 2NTALLT_ F-QOPOSE A or NITES IDGE ST-)EET NONORTHZ-? TMEEwATER _-DDING SERVICE B VILLAGE 0 F R Y E BPE,100< P�CAS7 CDni E 0 P�YVVEL L _STC[L�� Sel- S EC STE�_' CO. NY <ALING 16 C- F— E VV— — .... ..... 1.IN.dr-19 i� N 7 N-E N T I S 4,P P_'1 202 1 f YR,k—1, SI-1--EET 2 O= 2 SHEETS SYMBOL KEY/LEGEND GENERAL PROJECT INFORMATION SHORING AND BRACING GENERAL NOTES (UNLESS OTERIVISE NOTED OR SHOWN CN FAN,TFL FOLLOWING NOT SRALI A'FLYI UNLESS OTIIEPVIISE NOTED P HOWN GV PLAN -.EE'CL_O ING HOTS SFALL APPLY) L)¢ —NEVI'COLUMN GP,ID LIVE SIC ION NUMBER C 1. LOADS INDICT C IN THE DESIGN LOAD CRITERIA TA3LE ARC THOSE CSED IN DESIGN Of OR R TCB SFALL,PRO,I LAYOUT I)FAWING AND F,ALCUTAHONS-OR SHORNG AND ERA III SYSTEM AND J FER DATA,AS PFUSHRED PREPARED AND SEALED 3✓A THE EUILC.NG SU ERSTRUCTURE N E �SEC'LON SHEET LOCATION 2. pEOIGN IOAOS„NJ CRTERIA 'CEO IN-HE DESIGN OF SPECIALTY STRUCTURA.SYS EMS REGIS RE PROFESSION�L ER:INEER LICEN E IN THE STATE OF NEW YORK,SUBMIT k TC AF IT C CN SEEK PRICE'10 1HE TART OF WORK. r ( CJRTnINWAL FI ESTAIRS,CC C-FORVED METAL FRAMING,ARCHITECTURAL PRECAST Q W 2 =GC IG N 3R A„I,C FA L Cp PLY h ITE E L:CAL.HU I PRO CODE AND Lrl PET C L P J L ET�.) F T BE DF EPM NET B'A THIRD FARCE A INE C q,HANDES TH=L C L G,r_FNINS -P ES U y N ABBREVIATIONS F ,3 IT SPECIALTY TPu TU IL E L:E a BEB �E T CCD-_ 4JIREN T DF THE TIC NILI UIbCIC'I V TEE L CA_ S L,IJ&n_ J_ INSPECTCK ICE STRE TUPAT STABILITY SHALL BE PROVL' BY AT,APEPOVEC LICENSED ' ADD. PJJUSTMEM H.P. NIGH POINT ENGIVELF IS R TECH ALE FOR N CCNNFC CNO OF THIRSTSIE'.IS T THR ENGINEER FV1PIGETS BY THE CONTRACTOR A PENNED BY LOCAL GOVERNING �3 ALT. A T=RNAT/E TOR./HORIZ.HORIZONTAL SUPERSTRUCTURE,INCLUDING,BUT NOT LMUTED TO,ENGINEERING,DETA LIJG AND ATTHOTEILES Q No ATTACH. ATTACPIdENT FS.H. HIGH STRENGTH BC T INCTALL;TNCN. IF LTERATICN TO THE JPERSTJCTU E k CUI?R3 AS D7CRd NCD BY c SI,BMIT W LILY FIT-J OBSERIiASION REPORTS TO ARC.ITECT DURING THE DURATION OF SOFT. BOTTOM :N. INCHES THE E,GP.TO RCIiFJF E FOR III TNCUTR.TED FORCE FPLIED 3 THE EOIALTY THE SHOFNG OP RATON B CG, BJILD:NO JT. JOINT SYSDN CONNC TGNI. HE REINFORCEMENT AND 0 T SISLI EORID BY T C 'ECIA_Y 5. BENCH IPTK. E TO BEE B 11 DID EE E EGIA.IDr D SURVEYED WEEKC U3 NTR CROP All[Sh L BE ON IDEPFF„PART FEE E ALLY r UMECTIOLY. BE L IDS C LAN' LR Y R EMPL. D BY HE JNTP BV. B rN1 B P� IV AY F_ N m CANT. NTILNLR LE L_.H. LCD LE FORIZONTAC �L DE„L 61 RED r IN TH E OF STPU TCRAL D ITC SEtL BE AP?LIES .. BE CANT. „]JL BE ILCA.ET TO CLEAR FEWCONSTRUCTION N,OT..0 p.iM1NFNT O E PD CENTERLINE l _LV. LONG LEG V_RTICt IHRC C.IOCT M R IE T AS F JU,N41 IC SATISFY TIE RE UIREMENTS C-THE WISRK. C-R. CL6R L.P. LOIN'POINT CONSTRUCTION COCU6IENTS. HE CONTRA OR Sh L COOP,&TE REQUIREMENTS FOR "- CA C.A. CUIIIMN ABOVE LOC(S) LOCATION(S) OU NL7 AND L ATION WHERE TIC PUPN AL'DELI S ARE Y. �. MAIN PIU CORING AND BRACING UNTIL STRCONSTRUCTION IS It,S ARE RE-BRACE BY N CB,C.B. CCL'JMN BELOW MA:N. MAXIMUM 4, FALUR-ON T3F FACT IF THE CCN R;C7OR TO PF I-IN THE STRUCIDRAL ORAWINCS CR OTEP BPACNG OR UN.L PERMANENT OONSTP,UCTION IS It,P'LACE. COL C I,'JMN MIU. MIDDLE TH MPASINGS OF THER FSC"INS( R FE PA '.9L MEF ET TOGETHE aw LCNC G NCFEE MIN. MINIMUM 1TF E FLL YTENT TIFF C I T IT' KI Dr S NO IE E THEY OF THE $ CCIDN. C NNE"TIOV V0. VUM9ER PE P HSIBIJTY C FURNI F iD INS T RE PART C=THER WORK VS ° ON'. END IIFUOLS NTS OCT TO CCA_E IN91G K D EY THE GR f A,NL PE IFICA IGM' CF EEP-CALLS. L TRJTJRA- TRA CONTRACTORS AND U3CONIFA IO PRE P OHIPTIED TROY EXCLUDING STRUCTURAL DIAN DAM NG D.C. ONATC_NTER pEDq � WORK rR01N THEIR CON RACY NO SHOWN IN THE STM„UF4L DRAWNGS. <E Re - DWG. DiAWTC Ft F'ATC FA. EACH PST PCJNES PER SQUARE FOOT SITE PREPARATION GENERAL NOTES E.F. EACH FACE PSI PCJNOS PER SQJFlRE INCE (UNLESS DTHERWISE NOTED OR SHOWN ON PAN,TE FOLLOWING NOTES SHALL APP.YT ~ EL,EEV. EL VATICV R.A. ROOF RAIN I. THE LRFACE OF THEE A'D U DE'FALL BE IN F CTEG BY ROBIN OR e} EON- CCCE OF DECK RELIVE. R QIF RCING D TE TII TO CHECK FOR fP„KE-S F OF JV"UI BL VTEPIFL EXCAVATE �'WoFNeN�� 3 E os. EDGE LF sae REESGC, uR D MNSUT,BLE SOIL AS DIRECTED BY TH.ON SITE GEAr wcA_ENGIN ER ANC/OR CAST—IN—PLACE CONCRETE GENERAL NOTES M EQ, E9UAL,EQJALLY S.C. SIP 'OUR ECTICN TESTING AGENC'. (UNL_SS GTEERWIS=NOLO OR SHOWN✓N PLAN,THE FOLLOWING NOTES SHALL APPC) E.W. EACH WAY S.O.G. SI AB ON .BADE FILL ALL EXCAVATED AREAS WILL AFJODVE CODTRDL.ED FILL PLACE IN 12 INCH EXP. F4F,NSION SPI SPI I.,E MAXINUM LCOSE LIFTS AND COMPACT TO A MN'NdUM OF 95%OF THE MAX MUM DRY 1, CDVCREiR WORD SHALL CONFORM IYIiE TE REOUIREMENS OF THE AMERICAN CONCRETE E.J. EXPANSION JO NT SP- SPACING INSTITUTE AI SIG(LATEST EDITION), DEN'FB IN ACCORDANCE WITH A TM C-1557 ENT. EXTENSION SQ, SQUARE UN_Fc'OTH RNSF INDICATED ON DRAWINGS,CAST-IN'-PIA ONCkET SH II DEVEIOP 3, L C T CLFG FILL A TERIq H L A c GRANULAR MATERIAL PEP FROM FIN FINISH Sl'I,Y. SYIIIIF R A STPENCTP OF D CGC P FAR FOUNDATION HALLS AND EA.,ENENi RETAINING ADS, L OR NI:S F C E AISE DELETEPIOU 6 TEF. IIM OI MORE HAN 20%BY Ff, FOCI"F:I. T E<3 TOP f C S,1"" 4,30 PSI FOR SAS: IN P E L NCREi FC TINES c NON- SIN NC.7JC GIESE CLA SIFTED AR r SI1 SP OR BETE R'.ID N ° PTO. TOCTDC TK. THICKNESS 3, REIN CMENT SHALL B EFORAE FAR,A.,U EESIGVATON A-615,.GRADE 60. A CORD IDLE MITI T E UN'F ED SOIL CIA..SIFI:aT�DN SYS FM,4;D WITH A PLASTICIPU H EANGEF LO.J. TOP OF-„IS- L CCNCREC PROTECTION FOR REINFORCEMENT SHALL CCNFORM TO LATESTACI. A T.O.S. TOP CF STEEL INDEX NO EXCEEDING 62. 4. PROVIDE FELD DENSITY TESTS FOR FACE',OCO S..OF BUILDING APLA FOR EASE LIFT SPED IFCATICH _ TYP_ TYP SAL OF ODMPOLEC L _ TEMPERATURE REINFCCING S L BE>I,FMCENTL(EMBEDDED`0 DNELOP FULL 10.N. UN L OTEEISE NOTED STRENGTH IN CCNCRE F WALLS ANC SLABS. H. /P 6. EXGASAIONS SFA_L BE KEPT DRY BY PUMPING JNTIL CNDERCRC'JND CONSTRUCTION'S _ VTRER F. WF C 'F1'RE F4EFC CCRPLETE - PRG C DESUATF TI S FP PFI fORCEMEIT N :S,CLAMS,PIERS AND WALL 6- L0..5-NED BEARING SOTS Sr.4LL BE DE-COMPACTED I ITC A SMALL VIBRATORY PATE R01 C.C'MEN TO D �ELG A _DRRET__I NICE FROM FORMS AND EAFTE BY STEEL OCMPACTCR PROP PLACEMENT C PEII FCPCINC- RS 'HAIR'OR DES. 7, AL FOUNDATION EX A ATONS SHAPE BE IN P_CTE B 'D GEUTECHNICAL ENGINEER 7- EOI ION kSl.MUTT FOR PI AC NG OF REI IFORLING STFC AND ACCFSSOFIFS. PRIOR TO CONCRETE FACENENT AL SOFIcKED OR OTI FR IISE UNSUITABLE BEARING 8, NO CONCRE E SEAL BE ChF UN IL 1HE'3ELIMINAHY ILSIS REUURED HAVE BEEN - A-ERIALS SHALL BE REMOVED AND REPLACED WITH LOAD-BEARIIJG FILL OR WITH LEAN RI DE,REPORTS THEREOF LI.S WITH THE ENS NEP,AND APPROVE.1E CONTROLLRI7 CONCRETE f2LOH PSI). CONCRET`TO 3E'„SED SIT COIJFCRN"0 T-E AFPROVE DESIGN MIX CDTAIRED AS A RFSUL CF-HE'PEUNINAfi'ESIS.THE USE OF ARY ADDITIVES NOT PRES=VT:N THE _ FRE I M d. F3 M1 I,PkJTBIIED. CAST—IN—PLACE CONCRETE GENERAL NOTES CONT'D A R ENT T-TEST r NDES 61L_PR TAKEN ROM L E CONCRET_PUCE EACH (UNLSS OTHERWISE NOTED OR SHOWN ON PLAN,THE FOLLJV.ING NCTFS.kALL APPLY) DA°IN ACCORDANCE WIFE CONCRETE SPECFI;A,TIONS. W 16, IRUrTURA' SLABS ON GRADE SHALL R E OF A THICKNESS ADD REINFORCER AS IND"ATE IC. WELDED N RE FABRIC SH L HAVE A MINUS ULTINAT_STREIGTF OF 70000 PSI AND �y ON DRAv INCS. SHnL ICVFORM TO AS TV P K AND A 497 Q �17. LtB JN GRAD SHALL HAVE IH K LI„L DEMRES ONS CPENPiGS ETC..AS REQHRED 11. MESH FALL BE SPLICED O THAT'FE OVERLAP BEIMEEN CUTERIMCST CROSSWIRES OF H cn EACH SIT-'- NO_ E ,TEE aPG IN„DF TEE CROSS MIRES rLJS'vO ACHES, h Of AS SECUN FER N OR ON ARCH F,�kAl DRAWNGG UN E SS 01 RYISE S ON H 'N.S. IS ATIN„F CIF-OFF?DINTS FOR C NJ FE BEAR REINFORCEMENT SHALL BE AS SHOWN 12, THIS I V R CTO4 SH L A E hITH C FP RACES FRE REOU PEC ISTALF O C E ON PUP.RETAILS. N ALL BUILT IJ Cd L C SINS T CT ,S RF l:R fOP r CORDITE JH. 19. PRDVIDE 100 CONTINUITY OVER SUPPORT FOR CCNTINUCJS Sa3S AND Bw15, 13. STRUCTURAL MC,7 7iS HN1 BE POURED CE THEIR FUI FEE NS N CNE,FRAl10N. Z U I2C. PROVIDE T40#, BAFS Al REENTRANT CORNERS AND AROUND OPENINGS IN ANY CONCRETE CONSTRUCTION JOINTS SUCH,S A DEY'S POUROINTS SHALL BE LCCATE IN TIE L - i 4 3[AN SIPS GRADE BEAM OR MASONR"BEARING BILL. MIOD E THIRD C TH_SPAN MA REIVFOF IN TO RUN HROUGH THE JOINT KEY AND 21. PPAVIWE POCKETS IN HALLS FOR C LIMN BEADS A C SLABS ROUG ION tl S-C Ed 0 F P REG4 C H MCA.e NG, O NIU qY BELI NC ON WALL CR FEARS FGP AES 8 FOR SEAMS`Ud.N1, 14. COVTPOL .NT,S IN SLABSGRADE SC L -C MANIAC,,SPACING O-356LAB U Iz. (Ya J C PRE'AS-U ELS E.R AL CPS ING,CT RE.FSSES N BLCCK a IS'W7 ERE NO TH KNES ILL NONE IN ER Dh--CNN QI -CFO LNTEL IS NO E. 15. NO HC;ONTaL jIITS SI ALL BE PLACED IN WAS EXCEPT AS SHOWN CV THE N TOP DLCVATION OF SLABS SFALL VARY ACCORDING TO FIND ROCK MATERIAL SEE ARCYL DRY I.GS,WITHOUT-C APPROVAL OF THE ENGINEER , )PAN NOT o A'g I,,18,2021 25. SE MECHANICA,AND ARCHITECCRAL CRAWIKIGS FOR SIZE AND LOCATION OF AL .11 OPEN MCS G RY1F.F GORE N AAI C N SHOWN GN S.RJCTURAL DRAWINGS 221045 26. IL JY F F C I TPIJ JOIN R 4C x a FEY AND 48 BAR DOME;R LAP om�2E 1 N M IDG C GOI FOR„I Im Dv_=TER Au-D-G3,ACE. GENERAL NOTES u`1 SEP 297021 S ool VILUGE OF RYE Ep00K BUILDINp OEPggTMEN! OF C) oe arc# 24'0" 54HI co)71 rw C A n^ O t O o - - �m N�v -- o,�� -- - - --- TYPICAL VEATICAL REINFORCEMENT PER 2020 €3 w oA n rl IRC(0)TABLE RI 1 DEE FOR 10"THICK 11T'O(4"0 SCH.40PIPECOLUMNu""THICKXUOSQUAREBASE ? CAST INPLACE CONCRETE WALL,MINIMUM i 2'' 1/2" �-21/2" W-0 PLATE WA)D12"O EXPANSION ANCHORS(MIN 2"EMBED).PROVI-E VERTICAL REINFORCEMENT SHALL BE#6 BAR `1 EDGE DISTANCE FROM CENTER OF BOLT TO EDGE OF PLATE. _ (d 31"O.C. — -- PROVIDE IC"zB'x12"CAP PLATE.I')VZ O A307 BOLTS CONNECTION AT TOP TO FABRICATOR ICAP OR SHEAR PLATE6'.'YP. TYPICAL HORIZONTAL REINFORCEMENT PER - E ZC20IRS(NYI TABLE R404 120 F.MINIMUM HORIZONTAL REINFORCEMENT SHALL BE#4 �Ae r=Illl Lm° BEAM POCKET TO BED BAR WITHIN 12 INCHES OF THE TOP OF THE 12'WIDE BY 1'HIGH P. _ WALLSTORYAND#4BARNEARTHIRDP01INIShEAED Aqe �1 IN THE WALL STORY. 16-21-5116" 14'-C" 11'-10" 0 o B"AWID68YEOTOIGN ,. T — `0 or:NeWA E ..a Bsxe sm �, �10X33 BEAN WITH TYPICAL LBASE ^- r BASEMENT WALL FOOTING COLUMN FOOTING. 6'SO.X 1-0THI�K WITN41#S EACHWAY, APOSITIVE CIA. v NYTABLEBE27" N GARAGESLAB ASSUMES AN ALLONABLE SOIL PRESSURE=2CCCPS E m NINIMLM FcoTwcsHALLBE D" aGAT ACHMENT UNEXCAVATED GARAGE rn WOEx9 TH CK PROVIDE 131#4 N N TO THE BUILT JP LIE- CONTINUOUS BARS PLACED AT THE v @24"O.C.TO BRACE BOTTOM(MIN.3"CLEAR COVER) oc �. -21/Z 29'-81/2" BEAM FLANGE 191112 LIo"NO 114" FED4irncvuoRFvmN 154 u10 -.I TT� "° `40` SAE- THICK CAST IN PLACE CONCFEES 22'-4112' 1 5112 ..�1 WILL @3'I- COORDING EIN 6 .1� �•,.. III. , "• 1448 P F`--# OWNER • w z - -- - --- ------- .. 444 PHIL F ., _- _ - PA I I2_0 9_3 I 21'-5" 1, T-2" 14'-41/2" 1'-2" W 3 I \23'-10112" —__ 54'-1112" - -- TYPICAL FOUNDATION STEM WALL'.J TYPICAL GARAGEWALL FOOTING C TYPICAL VERT CAL REINFORCEMENT PER w T 10"THICKCASTN-PLACE PER 20201RC(NY)TABLE R403.1(3). 20201RC(NY)-ABLE R404.12;81'FOR 10" CONCRETE WALL MINIMUM FOOTING SHALL BE 12" THICK CAST IN RLACE CONCRETE WALL FOUNDATION PLAN — GENERAL NOTES WIDE x3 THICK.PROVE:G29 MINIMUMVERTI ALREINFORCEMENTIS CONTINUOUS 6ARS.LACEDATTHE NOT REQUIRED b R BCTTOM(MIN. CLEAR COVER) IIIAC or ATTE W/o=P N RCNR¢v no IN (Dlrmd BOLTS omPw vm¢u TYPICAL HOPIZONTA'REINFORCEMENT ALLEFFALDNS,:T'N x,1 ARE IC EBTOFICONIC—ORFROW PER22u IRS INYI TABLE R4C4.1.211'): _ r N IF IS ,ems O y MINIMUM HOR ZCN-A.REINFORCEMENT - I- SHALL BE9 CONTINUOUS BAR PiTHIN12' s aw ( r HIF w..NOU OF THE TOP AND#4 CONTINUOUS BAR `OF IP OF 1TTI III P D h 1 UM"1N C9C 0-A4 CONPACN D FFA HE NERA�R Q NEAR M'9DLE OF iHEWALL P n FUCH'C.rm "`E`I2'-T IHI NOT I:OFINAL aowr �u 1 HE swLL ED 1.1l.TEI,I-TILE 1111TEIT Au#NSN 18,2021 s ATTAIN PT a ILL OFF TC TOP ON WTl 5/S'1 fncure BOLT, (�uNiNmA O' SIBENHADLEF SD'i I AT 1-1 nPam.STAFF EFST ANDU KILL 1-3 a PCH ENNFn or=o.Lo;TFN x'au_ 22I046 6 - — R D DOwI.FO - me cre l ATABLUI�NT EENT I'raurv;nial=mx Auo uwumR owxiNes rae aauT wanol AND III R DICE EI N6 orvFAo SIS" m.ON norerc w B_ FOUNDATION r>EFwDE Fculoaaw IAI Cms.uwoN-aLESS PLAN&NOTES 9 PIPE HE NI FOP LET III ARE IC BE�S ECE AZES IRE C CINNER I III PE SH E NI.H E N FOUNDATION PLAN DDCWELLDND50 A�IT NB N NHEE F 1 SCALE: 1/4'=1'-0" OF Ua Ca a Om� J) Q W _ N�a CA s,uPu,Eaxc�aaErio .......... aEaE��oN x�x� �" asaE�w� �_.aEM1 Eab�i < uxi osu aye— 1 / °x EN6�AAC I � � aE,iE s.. mini c,-xxzra 9��p,Y a s yT o ,.ixN uaN � � 6,aEo ess ao,aax � ��aaus i 9Fa N�oer c�rE �� .avEa cnseuuaias a�. orxus "" xx4PONs .,.� .•. _... 3 0_ 6 av N��# f� EtiE n e e r ox xxi � oac.rvi wa—l1 LL £ � I �- ara�xe m�,xa,s,ia I 0 FOUNDATION WALL SECTION . FOUNDATION SECTION TYPICAL 2 - -- x� 1 GARAGE/BASEMENT H �, SCALE. 2 -0" - b SCALE: 2"'=1'-0" O Z 0 Uo oar a o 55 'August 18,2021 121 W FOUNDATION SECTION 541 OF NITH BO 1z I N PA 1 SEE E REERC -'E M RI G U`J AFIGHT FFPRC 0 >•? S� I10UNDATIOrI PAN LR:O '�' I HIRING 00BEFORE F UN�1SN L1r /—0 1ENTSER EFEURED } I WCEVr w / NDIG 2'PRE CW-D Lsl s vs o rz1 is a OnN 0" e L)IR 000 Q e r-c"LP MIA. - } `51J- IceM ah a cl No III r 1 r u,�v - O1 1 2 # ( `� t___� (Aar 3 � I l I ITT- SEE 4 OR 4kPl k f \ bEF WUN.NHON PAN FOR E➢[SE `SEE WUNDP ON TSA RU-N IN 1 of BASE) L=LENGTH OF REEF OF SHEET OF W.1YF. FOLNDVIOA PLAN NEOEiSVB CCVS"RUCTION FOUNFAll01�PIFA EASAR CDIVSYijI!_`lOM1 PL\TP E,PIER OJ REMENT PF.QN'ffull's L TYPICAL DETAIL FOR W.W.F. LAP IN FLOOR SLAB TYPICAL CONSTRUCTION JOINT DETAIL CONiF QB 4)b a cum.IT s scAsc r;.s 1TMA TcCTRIA.o Nr C"" o Gc IFAE0 Fro N ND SMPEC SOWN JDINT. ` w 3 FRD H T AV WILED OR 1ALF-1 1111 IT IX'IFk N h US N ro TYPICAL COLUMN ISOLATION JOINT O E 3 .,C'1 FlRSE PIACENENT LL- a SFnuNT(E cw iaE) 1 �Lr_ �csy rN I E r PE METER M' _REINFORCING G 1 ) SIDE) (F aco'o sEEPWu f ) 1 - rn DNTEP BaeAa Ma_PI a ,i GET A_T7RNRTE HORI NCR HARSJ F ICR2a'Tfb ( BE FACES BE JOY FOR 2A'dN. �� L E w z E msERSR�D)D HOT CRTre Ee e _ of I. >p I11 n w - cLvwr_ A.Ts N W�a Rs "a TF Et LUT r r MC`c`CNB 11,.ETC.LGV NT o L i..a p B FRO PGNEER pFS y 2 F l r CON i.'C O fS 9l oa 5 �P ;£FO-ETON i F .+,NSIR 0 AND I,DERSL.B I ON lKT OF M D REMOVE f Qf NE�y C516TRUC1IDN BE TE IS AND WTfF PRUSH z COORDINATE nry LED wLNcTw REI FORG.Ns AND _ P c_.N'uHFv noNSRErE Is oAM - PLAN DETAIL VERTICAL NOTE TYPICAL THICKENED SLAB EDGE DETAIL CONSTRUCTION JOINT IN CONCRETE WALL 1. - F. BAR reFuero ONLY:ws rc L sH.PEs n5 eeomN w,r IENE1IFIAD Fsrr.,w SCALE IT,S 1.1 Nis. NOT APPFAt ON PkOJEC ETER T A 31 F C ET C'E RF J RFIAFNTS. V IN✓"GOING. a 8 PAR OR 'MJLL O TES THE I UM REQUIRED X LENGTH(WFICHDIER IS GREATER. _ R ° C TYPICAL WALL INTERSECTION SCHEMATIC _7 o 1R IGTES )i� urvc�. aur�c NN I F<uo�I j - DEAL-1-s BNDO F11''IF REIN \� I — FF PS 1 1 E - I O 11 -)`G A' .RSIDF.DF SLJS�1 LNG TO E jm 5 ` ,APORB IEE F i �SFE F.16]rV RUN CAC ,N n{"nHZ IHIT , AOOroNFL BENT BARS - uvsRsls aus R.'rGN _ I- s sFP c, s a ) _ „y_ _ NUnnoN NOTES It'_omRPls+Ts _ nnc - arroreao we T—': ?C 1' T 11'F 'D ENNS IMI RERI AFTER � FOC➢V6 G's a�E�s). RFNFOGO�G TYPICAL CONTRACTION JOINT DETAIL TYPICAL COLUMN BASE ON FOOTING 1 a TYPICAL STEPPED FOOTING DETAIL Q KATE-r,_ � m i M, H � F L N DIM]JSIONS I yRy F F z U _ 10 UTUfIES PEAMI-ED ) ` O!i HHH I, �-�� I LYI RE '� �Frx°TE Ere ° I •G O'� oPE,nJ voHIJ z a WANT qs , UI ,• A F NEF ttP( ; w ______ ___= � L NOTS f ll`E o r III _._._Ell OF AMgust 18,2021 221046 / DETAILS ION SEE eoE i MN. n v�i+ r,r <n_ A.r. F �. DETAILS N u=�Fu EcalAHBO CONGR--E(SAME PRGRERNes .'` TYPICAL IS LSE)FEE FDUNDANQN HOLDS). A`, o.S. Ns OE. LE L. E L.J..NL. 1 �RE 3E E LTD BE NG D tl ry e T FP- L r P r L ' nn N I na cn c.L uN E FOuNG E—1) 'oa - ... U_ftP CAL S1PFPGO _NS DI ,fTW6r]SEE NL A_.. - - -Pr x FF E. rC NG 0 `.F]RM'OF Foorr VOT P SIBIE WNSLLi C/E F R FLRHER 9 RE tt © z G NFRIv"NPLANSwo.Bra wRRwUPO011,FDUnNG AND SFR.T.U.TDN. TYPICAL FOUNDATION WALL OPENING DETAIL 5-1�2 TYPICAL DETAIL UTILITY LINE BELOW WALL FOOTING S.nE.N.TS UUU OF I �- w 24'-0" 54'-0" � 22._G,. 6,_6,. y F- LINE OF BUILDING ABOVE W Z Y ----------- z 3 I I I I I�Ip-I W Z PATIO o w x N w v wp zW QZ W� —— WINDOW —— WINDOW ——— —J WINDOW IT-O 6'-6"SLIDER—_I—J L N�j U1 O WINDOW N N d ———— —— __ 3'-0' TTBBFF—— — ———MBH m J \ \ f Q Ofo Fr�- -———— ——————— __ _ _ I I PUMP HVAC Jw I—I N�O ———— —— ——— y I I- J O— —C�' �—$� �-FY'�s--�—-O H/W BOILER U �° 0ZO= —— — HVAC SOFFIT swoKE/ ——/———— �g 1 �W =p W II OE E pR 4- 13'-0" HVAC ZC Q= 0/1 - �� X0 2,-6. 3 0 3_0. Kv p Z m w S z H �j } VAC OFFfF // j / N COUOCOR N / IR SWTCH �n GARGAE SLAB 1 I BASEMENT I I I UP I Im OFFICE II z MAIN SHUTOFF Q CLEAN OUT fPt LANDIN f �'/ 6"SEWER LINE I ———— �IN GROUND— —- o z —— — W o L J r ------- ---ELF�- i ----I—�-- O 11"WATER LINE L-------------- IINWPIL co N 21,_ 14,_411, �, 2 24'-G" " 17'-2" 2 QQ W BASEMENT PLAN „ �GC�L�ObCD �_ uu uu lUl I)11t3 g / VILLAGE OF � �t BpIIpING OEP E BROOK ARTMENi