Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
BP25-058
PERMIT#F�(P: �—OJDATE: �S a '� SECTION a9, BLOCK LOT TYPE OF WORK //1 �10 S / %!7 JS Q cZ7%i%Q� ��74nyes JOB LOCH ON oLt1 Q/ OWNERo., �C�y u S S 1.f ✓�lQn %SY �0%8/ CONTRACTORZ & n O/lS1.c S C &0/0l p/O1e, ? el CQQ ?(Y# F 3 /EST. COST FE s( ro ' fib NCO # FEE 2 DATE _ TCO # FEE DATE - INSPECTION RECORD I DATE INSP FOOTING FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBING 0 RGH PLUMBING GAS 0 SPRINKLER ELECTRIC 0 LOW -VOLT O ALARM C� AS BUILT M FINAL OTHER APPROVALS p ARB Q/oz- BOT PS i ZBA OTHER J DR . 19 �t VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914)939-0668 Christopher J. Bradbury www.ryebrookny.gov TRUSTEES BUILDING& FIRE INSPECTOR Susan R. Epstein Steven E. Fews David M. Heiser Donald T. Krom,Jr. Salvatore W. Morlino CERTIFICATE OF COMPLIANCE October 16,2025 Corey Shulman&Lindsay Shulman 40 Meadowlark Road Rye Brook,New York 10573 Re: 40 Meadowlark Road, Rye Brook,New York 10573 Parcel ID#: 129.84-1-16 Building Permit#25-058 issued on 4/2/2025 for New Facade Windows,Siding& Roof Material Changes This certifies that the new facade windows, siding and roof material,installed under the above captioned permit has been satisfactorily completed. Sincerely, Steven E. Fews Building&Fire Inspector /to D (�vEM _BUILDI fiEE ' `TMENT For office use onlv: G / PERMIT u <)5a l VILI� E OF RYE OK ISSUED: oZ 38 KING STRE VE I3ROC V YORK 10573 DATE: ' SPP 2 9 2025 ��q)9 -06' ") FEE: 9 PAID DX VILLAGE OF RYE BROOK ww' o It'tt ov �U L BUILD!1APP4AEAk 10N V014 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 ...•.•...•....•....A...........••.....•...•....•........•.....•••.•........................•.•.••.•.•••.......•.•..••......... Address: -vAQ 19,40 A& i, V J ' 71 Occupancy/Use: reel ID#:�?,� � � Z Zone: 4,9 Owner: Address:�Q �/ ���d( � P.E./R.A.or Contractor: Address: at/ Person in responsible charge: t/ ddress: 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 NEW YORK,COUNTY OF WESTCHESTER as: GQU&Wing duly swom,deposes and says that he/she resides at 4-7 � "'(Print Name of Ap is nt) (No.and Street) in %rl-4 in the County of /��{j i1i\ in the State of ,that ( i r own/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:S d for the construction or alteration of: w 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 foran owner to use or permit the use of any building or premises or part thereof hereafler created,erected,changed,converted orenlarged,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 .29 Sworn to before me this 2 Ll day of , 201 S day of � � ,20e�7�6�1�' K Signature F'ope Owner natu of Applicant S� I Print Name f Property O Print Name of Applicant [ �Q� 1n.,R tom,r ( f �. �✓"'�'�t Notary Public Notary``Public````---- •- Rtri.tb 6'I•'20 2 J MolwmmtdAdow CommudCm/OIRA0032973 Cook 01RA0092973 Notary POWio Sale of New York Notary publiOSW of NM York MY Commission Expiration:01/17/2029 My Commission Expiration:01/17/2029 ............................. Scanned with m CamScanner Qyre,BR(�Y. O�` tim w � 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR .R'A-SSISTANT 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 :-- I D rneoOv-) V!00-�A - ____ DATE: 10 ` I Y" 20 ZS" PERMIT# _ .._ZS_roV t7 -- --_-- ISSUED:_ Z'LS"-SEc'I': Jlf-V , BLOCK: L01': 14m LOCATION: CO f- 1QK, t _ C OCCUPANCY: ❑ Violation Noted THE WORK IS... U.I ASSED ❑ FAILED / REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION } l ❑ Natural Gas /Aj c! Oct G M4,4&k ❑ L.P. Gas 11 _ �p t� SDI L 1 i ❑ FUEL TANK TWO ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION FINAL OTHER yJ,�c�oc� s _ 00 O `n N o w _ { l F��I y i/O��l �V11 ■ 4t 94 � 0,0 ,ti & v C w 72 aocn O a w f Q 0 � U = 0.0 , Y w a, y w H zz 0 U Q e� v. Q = ►--a W p 'n cq A o ao N V 00 00 A v IV.0 z 11-4 5 x I+I _ a BUILDING DEPARTMENT ���r(v VILLAGE OF RYE BROOK � 938 KING STREET RYE BROOK,NY 10573 MAR - 5 2025 (914)949-0668 vvww e *ookn ov VILLAGE OF RYE BROOK BUILDING DEPARTMENT H)R OFFICE USE ONLY: ,L� Q Approval Date: R 0 ' Per / ���5 C� Application# Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: : Date: BOT Approval Date: Case# : Chairman: PB Approval Date: Case# Secretary ZBA Approval Date: Case# 1n2 Other: Application Permit Fees: EXTERIOR BUILDING PERMIT APPLICATION Application dated:3 5�S is 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. dobAddress: �i! 111/�1y�+{J/1../��1/ L n . /2 Y. ,.. .A 4% / e 7� 2. Parcel ID#: 7 , /�7 Zone: 3. Proposed Improvement(Describe in detail): t h•ZG�h4 4. Property Owner: Address: Phone# Cell#� / �iL e-mail r List All Other Properties Owned in Rye Brook: Applicant: EINAZ�k- ent or 10- LAj?rj2Z I CiAlAtT Address: Phone# Cell# 7 e-mail Architect: Address: Phone# Cell# e-mail r�Jj) Engineer: '� �T� Address: Phone# Cell# e-mail General Contractor: Address: Phone# Cell# e-mail (1) 611/2024 5. Occupancy;(1-Fam.,2-Fam.,Commercial,,etc..,)Pre-construction: Post-construction: 6. Area of lot: Square feet: ?�, l 2?0- O Acres: • +�r 7. Dimensions from to ose building or structure to t line : front yard: rear yard: right side yard: F left side yard: . " other: 8. If building is located on a corner lot,which street does it front on: 9. Area of proposed building in square feet: Basemen 1 fl: 2°d fl: 3111 fl: 10. Total Square Footage of the proposed new construction: tTiE�IDI/Tr1/V It. For additions,total square footage added:Basement: r IS`fl: ?"`' fl: A' "1L 12. Total Square Footage of the proposed renovation to the existing structure: 4212. Tl 13. N.Y.State Construction Classification: %/Q N.Y. State Use Classification: /-r,/t Up A 14. Construction Type&Location: Typical Western Lumber Frame;()Timber Frame[TC];()Wood Truss[TT]; ()Pre-engineered wood[PW];Located;()Floor Framing[F];()Roof Framing[R];()Floor&Roof Framing[FR];Other: 15. Number of stories: r f Overall Height: Median Height: Zed � 16. Basement to be full,or partial: {1/.,�"Y/��.. , finished or unfinished: G,✓NL�/Nol(� 17. What material is the exterior finish: 18. Roof style:peaked,hip,mansard,shed,etc: Roofing material:�A 19, What system of heating: is ..�i -'1 r d✓li P 20. If private sewage disposal is necessary,approval by the Westchester County Health Department must be submitted with this application. 21. 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 (if yes,applicant must submit a separate Automatic Fire Suppression System Permit application&2 sets of detailed engineered plans) 22. 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: 23. Will the proposed project require a Site Plan Review by the Village Planning Board as per§209 of Village Code? Yes: No:_,J (if yes,applicant must submit a Site Plan Application,&provide detailed drawings) 24. Will the proposed project require a Steep Slopes Permit as per§213 of Village Code Yes: No: (if yes,you must submit a Site Plan Application.&provide a detailed topographical survey) 25. Is the lot located within 100 ft.of a Wetland as per§245 of Village Code? Yes: No: (if yes,the area of wetland and the wetland buffer zone must be properly depicted on the survey&site plan) 26. Is the lot or any portion thereof located in a Flood Plane as per the FIRM Map dated 9/28/07? Yes:-No: (if yes,the area and elevations ofthe,flood plane must be properly depicted on the survey&site plan) 27. Will the proposed project require a Tree Removal Permit as per§235 of Village Code?Yes: No: (if yes,applicant must submit a Tree Removal Permit Application) 28. Does the proposed project involve a Home-Occupation as per§250-38 of Village Code? Yes: No: Indicate:TIER I: TIER II: TIER III: (ifyes,a Home Occupation Permit Application is required) 29. What is the total estimated cost of construction: $ M igoa• / O Note:estimated cost shall include all site improvements,labor,material,scaffolding,fixed equipment,professional fees, including any material and labor which may be donated gratis.If the final cost exceeds the estimated cost,an additional fee will be required prior to issuance of the CYO. 30. Estimated date of completion:AnA . �i �-■ (2) 6/1/2024 BUIgET 1. MENT VIOF RY>E� OOK MAR - 5 2025 DD 938 KING RYE BR NY 10573 VILLAGE OF RYE BROOK ov 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 Y1 ORK,COUNTY OF WESTCHESTER /) as: S�I[�J/ir m , residing at, Ll U eK M/ (Print name) (Address where you live) IJ 0 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; Ml�t. K—eGC Rye Brook,NY. (Job Address) 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. i (Signature f Prop y Owner(s)) (Print NaWjof Property Ow-ner(s)) Sworn to before me this �1f PAR,EIA C:OTRONEG a Of Jet 2Q � NOtGry Pubic. Stoat of Now crr riltJClrtt63 Ott�McE1C'rr_r r/''j ` �J iNy '�('�Ar'I�ree( Ir �X�..r3:: �L,r�•l.C�� (Notary Pu lic) '7r"'� (3) 6/i/2024 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. S,T�"TE OF W YORK,COUNTY OF WESTCHESTER ) as: C being duly sworn, deposes and states that he/she is the applicant above named, (print naJe 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. 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. a� Sworn to before me this �U Sworn to before me this 1-2& day of R r , 20 day of C brl��,r�l , 20 5n__� Signa 6A Property Owner na e fApplicant c0 ��V 1' .T il� Z . Pri N e of Property Owner Print game of Applicant V Notary Public Notary Public PAMELA c,7TRONE0 �. �: -*..t •t: .r.. Notcry Pubii. - stoto of Now "'Cr" � oK A COUONE_' rso. t1T COdt 535.5 i i ^J:`... F Jill - S?0te 0!N0W 't Qualitle.S !n wa7icp-,PLtor C �vn' _ MI- . ! it 5i3li4T y ,:.rtnmt'tiun Exp.ras +Grim.. PAMELA C'7TRONE_' lVoteiry Public Soto a. Now r NO i GU01h,63 !'1 ti'c.3'.1:'+F+. �Y +:(`;ni el...t.rr �'tF..f?:: rl r 1,�'C.(jC..51✓' (4) -FAR V''l bn/2a24 r , i ya r'•. .rjr ^A� � 4 I 4 ..1'1i�df. �♦ I� � . -- R s{{ f' 4 . 1 r. i ! a• •- I 11AS �� !`: •i� "I�a Sri_1 i ` a .� r• .s aA 1 R 1 R A■T. 9 I 4 � • 1� 1 s■. t' b • + +Ar J ■ I " ♦ 4 �7L MARVIN TECHNICAL SPECIFICATIONS +� £_ a}} ELEVATE + MARVIN ELEVATE' COLLECTION � n o � . �Y MAR - 5 2025 VILLAGE OF RYE BROOK - BUILDING DEPARTMENT :q RPM— Apow EA n y { MARVI N" - Elevate Casement/Awning Standard Unit Measurements: Transom Casement/Awning Transom Unit Measurements Width Masonry Rough Frame Daylight Sash Size CN Opening Opening Size Opening ft-in mm ft-in mm ft-in mm ft-in mm ft-in mm 17 1-4 112 (419) 1-5 (432) 1-4 (406) 1-2 5/16 (364) 0-10 25/32 (274) 21 1-8 1/2 (521) 1-9 (533) 1-8 (508) 1-6 5/16 (465) 1-2 25/32 (376) 25 2-0 1/2 (622) 2-1 (635) 2-0 (610) 1-10 5/16 (567) 1-6 25/32 (477) 29 2-4 1/2 (724) 2-5 (737) 2-4 (711) 2-2 5/16 (668) 1-10 25/32 (579) 33 2-8 1/2 (826) 2-9 (838) 2-8 (813) 2-6 5/16 (770) 2-2 25/32 (680) 37 3-0 1/2 (927) 3-1 (940) 3-0 (914) 2-10 5/16 (872) 2-6 25/32 (782) 41 3-4 1/2 (1029) 3-5 (1041) 34 (1016) 3-2 5/16 (973) 2-10 25/32 (884) 49 4-0 1/2 (1232) 4-1 (1245) 4-0 (1219) 3-10 5/16 (1176) 3-6 25/32 (1087) 57 4-8 1/2 (1435) 4-9 (1448) 4-8 (1422) 4-6 5/16 (1380) 4-2 25/32 (1290) 73 6-0 1/2 (1842) 6-1 (1854) 6-0 (1829) 5-10 5/16 (1786) 5-6 25/32 (1696) Casement/Awning Transom Unit Measurements Height Masonry Rough Frame Daylight Sash Size CN Opening Opening Size Opening ft-in mm ft-in mm ft-in mm ft-in mm ft-in mm 16 14 (406) 1-4 1/4 (413) 1-3 314 (400) 1-2 1/16 (357) 0-10 17/32 (268) 19 1 1-7 3/8 (492) 1-7 5/8 (498) 1 1-7 1/8 (486) 1-5 7/16 (443) 1-1 29/32 (353) 2022-10-25 ELCA/ ELAWN-19 11708532 Architectural Detail Manual MARVIN' Elevate Casement/Awning Section Details: Operating - Casement 1 Awning Scale: 3"= 1'0" Operating -4 9116"(116) 5 21/32" (144) 11116" 4 9/16" (17) 1 5/16" (116) (33) 11/16" 3/8" (17) (9) �— 1 5/16" (45) 3/8" 4 9/16" (10) 521/32" (116) rn I (1 4) C c I ma y N O (n d E � I � O I 1 5) 1 35) (4 2 (45) 219/32" (45) 219/32" Daylight 219/32" (66) Opening (66) (66) 15/16' (33) Frame Size 11/16" Jambs (17) Head Jamb and Sill Operating -6 9116"(167) 7 21/32" (194) 1 5/16" 3/8" 11/16` (33) (9) 6 9/16" (18) 11/16" 1/8" (167) (17) (3) 1 5/16" 2 19/32` (33) (66) 13/4' (3) 7 21/32" (167) 0) (194) n 0 (n 4) 0 mm LL O --A I r 118" (3) 219/32" (45) (45) (45) (66) 15/16" 219/32" Daylight 219/32" (33) (66) Opening (66) 11116" Frame Size (18) Head Jamb and Sill Jambs 2022-10-25 ELCA/ ELAWN-20 11708532 Architectural Detail Manual MARVIN' Elevate Casement/Awning Section Details: Stationary/Picture - Casement /Awning Scale: 3"= 1'0" Stationary/Picture-4 9/16"(116) 5 21/32" (144) 11/16" 1 5/16" 4 9/16" (17) (33) (116) 11/16" 3/8" (17) (9) 1 5l16' 2 19/32" O (33) (66) 13/4" (45) 749/16- (10) 521/32" (116) m (144) C C N O ❑� *(45) to t E r LL o 1 3/4" (45) 13/4" 219/32" Daylight 219/32" 2 19/32" (45) (66) Opening (B6) (66) O 1 5/16' Frame Size (33) 11/16" Jambs (17) Head Jamb and Sill Stationary/Picture-6 9/16"(167) 7 21/32" 1 5/16 318" (194) 11116" (33) (9) 6 9/16" (18) 11/16" 1/8" I I (167) (18) (3) 1 1 5116' 219/32' JJ-- ❑ (33) (66) 1 3/4" T tl8' JI (3) 6 9116" (10) (19q) m n N O N � L LOL ❑� ❑ 1!8' (3) 1 3/4" 1 3/4' 219/32' (48) (66) ❑ 15116 T-T ' (45) (45) (33) 219/32" Daylight 219/32' (66) Oponing (66) 11/16" (18) Frame Size Head Jamb and Sill Jambs 2022-10-25 ELCA/ ELAWN-21 11708532 Architectural Detail Manual MARVIN°" Elevate Casement/Awning Section Details: Casement IZ3 Scale: 3"= 1'0" Operating 5 21/32" (144) 11/16" 4 9/16" (17) (116) 1 5/16" 2(66) (33)(1~ (45) 3/B` (10) � I c c I a i N O U) y rn I fE0 0 ii O I 1 3/4" 219/32" (66) 1 5/16" 3) (33) 11/16' (17) Head Jamb and Sill Awning Casement 1 5/16" 1 5/16" (33) (33) 11/16" 3/8" 11/16` 3/8' (17) (9) (17) (9) 4 9/16" 4 9/16" 521/32" (116) 521/32" (116) __� (1 4) (1 4) 1 3/4" 1 3/4" 1 3/4" 1 3/4" (45) (45) (45) (45) 219132` Daylight 219/32" 219132" Daylight 219/32" (66) Opening (66) (66) Opening (66) Frame Size Frame Size Jambs NOTE: 2022-10-25 ELCA/ ELAWN-22 11708532 Architectural Detail Manual MARVIN" " Elevate Casement/Awning Section Details: Casement/Awning Mullion Options Scale: 3"= 1'0" 2 5/8" T (67) 2 1/8" (54) 1 3/4' (45) 1 � 000 5 7132' 1 3/8' u O0 O p 2 1/B" 2 5/8' 8 (132) (35) 0000 0 (54) (67) h--- o Oo ---i III/I�—�J 1 V (45)5) I I 1 1 3/4" 1 3/4" y (45) (45) Awning Over Casement Unit 1 3/8" (35) 5 7/32" (132) Casement or Awning Units 2 Wide 2 5/8" (67) 2 1/) 1(35) 0 000 00 2 1}/8" 2 5r/8" (54) 4 21/32' 00 o 0. (119) O (5y4) (67) I I I Direct Glaze Polygon Over Casement 4(45) (45 5 7132' (132) Reinforced Casement or Awning Units 2 Wide NOTE: 0 Represents units that are certified for/Z3 glazing with a wind zone 3. 2022-10-25 ELCA/ ELAWN-23 11708532 Architectural Detail Manual MARVI N° Elevate Casement/Awning Section Details: Casement /Awning Tri-Pane Glass Option Scale: 3"= 1' 0" STATJAMB OPERJAMB 5 21/32" 1 5/16" (144) (33) 11/16" 11/16" 3/8' I 4 9116" (17) (17) (9) (116) 1 5/16" 2 19/32" (33) 4 9/16" (68) 1 3/4" 5 21/32" (116) (45) (1 4) I 3/6" (10) EN D7.0 I li N N 00 1 3/4" 1 3/4" I (45) (45) 219/32" Daylight 219/32" (66) Opening (66) 1 3/4" Frame 2 19/32" (45) Size (66) 1 5/ (33) Jambs 11/16" (17) Head Jamb and Sill 2022-10-25 ELCA/ ELAWN-24 11708532 Architectural Detail Manual MARVI N" , Elevate Casement/Awning Section Details: Divided Lite Options 7/8" 78" 23/32" (22) (22") (18) Wood SDL With Spacer Bar Wood SDL Without Spacer Bar Aluminum Grille Between Glass GBG 11E ❑❑❑ Rectangle GBG Prairie Cottage Prairie SDL Custom or SDL GBG or SDL GBG or SDL wl Simulated Simulated Conversions Formula: Check Rail Check Rail Total DLO-Total Bar Width Number of lites = Individual DLO NOTES: .Direct Glaze Round Top with GBG or SDL will only align with the default lite cut of the unit it is intended to be mulled with. .Rectangle GBGs for special size units will default to the next smaller standard size lite pattern. Also available will be Prairie patterns, Cottage patterns, and customer specified equal rectangular lite patterns. .Rectangular SDL for special size units will default to the next smaller standard size lite pattern. Also available will be Prairie patterns, Cottage patterns, and customer specified equal rectangular lite patterns. .Prairie GBG and SDL available in 9 lite and 6 lite top, bottom, left, and right patterns. .Cottage GBGs and SDL for special sizes units will default to the next smaller standard size lite pattern. Cottage GBGs and SDL are also available in customer selected lite patterns. .Round Top lite patterns will not align with Casement/Awning optional GBG or SDL lite patterns. .Maximum number of lites wide and high for equal lite SDL option is 11 lites. .Minimum DLO measurement for equal lite SDL option is 4"(102)and will be validated by OMS. .Minimum DLO measurement for equal lite GBG option is 3"(76)and will be validated by OMS. .Standard DLO measurement for Prairie GBG and SDL options is 4"(102). Special DLO comers are n/a. .Standard DLO height measurement for Cottage SDL option is 10"(254). Minimum DLO height is 8"(203) for one high pattern. Minimum DLO height is 4"(102) for two high pattern. .Standard DLO height measurement for Cottage GBG option is 10"(254). Minimum DLO height is 3"(76) for both one and two high patterns. .Simulated Rail:Rectangular, Prairie 6-Lite and 9-Lite SDL pattems are available with Simulated Rail. .Simulated Rail:Custom ratio and specified DLO are available with Simulated Rail and will be validated by OMS. .GBGs are not available on 23 2022-10-25 ELCA/ ELAWN-25 11708532 Architectural Detail Manual MARVI N Elevate Casement/Awning Available Divided Lite Patterns Default Rectangular Lite Pattern per Sash - GBG, SDL Standard Standard CN Width CN Height 17 21 25 29 33 37 41 49 57 73 16 ELDG -- -- -- -- -- -- -- -- -- 6W 1 H 16 2W1H 2W1H 2W1H 3W1H 3W1H 3W1H 4W1H 4W1H 5W1H 7W1H 19 10/21-1 2W21-1 2W2H 3W2H 3W2H 3W2H 4W2H 4W2H 5W2H 7W2H 23 1W2H 2W2H 2W2H 3W2H 3W2H 3W2H 4W2H 4W2H 5W2H 7W2H 27 1W2H 2W2H 2W2H 3W2H 3W2H 3W2H 4W2H 40/21-1 5W2H 7W2H 31 1W2H 2W2H 2W2H 3W2H 3W2H 3W2H 4W2H 4W2H 5W2H 7W2H 35 1W2H 2W2H 2W2H 3W2H 3W2H 3W2H 4W2H 4W2H 5W2H 7W2H 39 1W3H 2W3H 2W3H 3W3H 3W3H 3W3H 4W3H 4W3H 5W3H 7W3H 43 1W3H 20/31-1 2W3H 3W3H 3W3H 3W3H 4W3H 4W3H 5W3H 7W3H 47 1W3H 2W3H 2W3H 3W3H 3W3H 3W3H 4W3H 4W3H 5W3H 7W3H 55 1W4H 2W4H 2W4H 3W4H 3W4H 3W4H 4W4H 4W4H 5W4H 7W4H 59 1W4H 2W4H 2W4H 3W4H 3W4H 3W4H 4W4H 4W4H 5W4H 7W4H 63 1W5H 2W5H 2W5H 3W5H 3W5H 3W5H 4W5H 4W5H 5W5H 71 1W5H 2W5H 2W5H I 3W5H I 3W5H 3W5H 4W5H 4W5H 5W5H Optional Standard Cottage Lite Pattern per Sash -GBG, SDL Standard I Standard CN Width CN Height 17 1 21 1 25 1 29 1 33 1 37 41 49 57 73 All Heights 2-Lite 3-Lite 3-Lite 4-Lite 4-Lice 4-Lite 5-Lite 5-Lite 6-Lite 8-Lite NOTE.Prairie lite pattern is not available in the CN19 height transoms. 2022-10-25 ELCA/ ELAWN-26 11708532 Architectural Detail Manual MARVIN Elevate Casement /Awning Bow / Bay Units Scale: 3/4"= 1'0" Casement Bay/Bow Height Dimensions MO Height RO Height CN ft-in mm ft-in mm 112" (13) 31 2-7 9/16 (802) 2-7 13/16 (808) WT 35 2-11 9/16 (903) 2-11 13/16 (910) 39 3-3 9/16 (1005) 3-3 13/16 (1011) 43 3-7 9/16 (1107) 3-7 13/16 (1113) 0 47 3-119/16 (1208) 3-1113/16 (1214) t 55 4-7 9/16 (1411) 4-7 13/16 (1418) 0 59 4-11 9/16 1 (1513) 4-11 13/16 (1519) 63 5-3 9/16 (1615) 5-3 13/16 (1621) - 71 5-119/16 (1818) 5-1113/16 (1824) Head Jamb 8 Sill NOTES: .IZ3 glazed units are not available in Bow/Bay configuration. . Structural support members supplied by others. 4 and 5 Wide Casement Bow Widths MO Width RO Width Projection CN ft-in mm ft-in mm ft-in mm 174W 5-6 3/8 (1686) 5-6 1/4 (1683) 0-6 7/8 (175) 214W 6-9 15/16 (2081) 6-9 13/16 (2078) 0-8 9/16 (217) 254W 8-1 1/2 (2477) 8-1 3/8 (2474) 0-10 3/16 (259) 294W 9-5 1/16 (2872) 94 15/16 (2869) 0-11 7/8 (301) 17-5W 6-9 13/16 (2078) 6-9 1/2 (2070) 0-10 1/4 (260) 21-5W 8A 15/16 (2564) 84 5/8 (2556) 1-0 11/16 (323) 25-5W 10-0 1/16 (3050) 9-11 3/4 (3042) 1-3 3/16 (385) -- Rough Opening— - Jamb to Jamb--- 11/16" 11/16" (17) I� Exterior of Outside (17) Sheathing Radius (6) Projection Masonry Opening 4 Wide Bow-Jamb 2022-10-25 ELCA/ ELAWN-27 11708532 Architectural Detail Manual M A RV I N Elevate Casement/Awning 30' Bay Units 30 Degree Casement Bay-Width Dimensions MO Width RO Width Jamb to Projection CN Jamb ft-in mm ft-in mm ft-in mm ft-in mm 17 Wide Units 17-17-17 4-1 15/16 (1268) 4-1 3/8 (1255) 3-7 7/8 (1114) 0-8 5/8 (219) 17-21-17 4-5 15/16 (1370) 4-5 3/8 (1356) 3-11 7/8 (1216) 0-8 5/8 (219) 17-25-17 4-9 15/16 (1471) 4-9 3/8 (1458) 4-3 7/8 (1318) 0-8 5/8 (219) 17-29-17 5-1 15/16 (1573) 5-1 3/8 (1559) 4-7 7/8 (1419) 0-8 5/8 (219) 17-33-17 5-5 15/16 (1674) 5-5 3/8 (1661) 4-11 7/8 (1521) 0-8 5/8 (219) 17-37-17 5-9 15116 (1776) 5-9 3/8 (1763) 5-3 7/8 (1622) 0-8 5/8 (219) 17-41-17 6-1 15/16 (1878) 6-1 3/8 (1864) 5-7 7/8 (1724) 0-8 5/8 (219) 17-49-17 6-9 15/16 (2081) 6-9 3/8 (2067) 6-3 7/8 (1927) 0-8 5/8 (219) 21 Wide Units 21-17-21 4-8 7/8 (1444) 4-8 5/16 (1431) 4-2 13/16 (1290) 0-10 5/8 (270) 21-21-21 5-0 7/8 (1546) 5-0 5/16 (1532) 4-6 13/16 (1392) 0-10 5/8 (270) 21-25-21 5-4 7/8 (1647) 5-4 5/16 (1634) 4-10 13/16 (1494) 0-10 5/8 (270) 21-29-21 5-8 7/8 (1749) 5-8 5/16 (1735) 5-2 13/16 (1595) 0-10 5/8 (270) 21-33-21 6-0 7/8 (1850) 6-0 5/16 (1837) 5-6 13/16 (1697) 0-10 5/8 (270) 21-37-21 6-4 7/8 (1952) 64 5/16 (1939) 5-10 13116 (1798) 0-10 5/8 (270) 21-41-21 6-8 7/8 (2054) 6-8 5/16 (2040) 6-2 13/16 (1900) 0-10 5/8 (270) 2149-21 7-4 7/8 (2257) 7-4 5/16 (2243) 6-10 13116 (2103) 0-10 5/8 (270) 21-57-21 8-0 7/8 (2460) 8-0 5/16 (2447) 7-6 13/16 (2306) 0-10 5/8 (270) 21-73-21 9-4 7/8 (2866) 9-4 5/16 (2853) 8-10 13/16 (2713) 0-10 5/8 (270) 25 Wide Units 25-17-25 5-3 3/4 (1620) 5-3 1/4 (1607) 4-9 3/4 (1466) 1-0 5/8 (321) 25-21-25 5-7 3/4 (1721) 5-7 1/4 (1708) 5-1 3/4 (1568) 1-0 5/8 (321) 25-25-25 5-11 3/4 (1823) 5-11 1/4 (1810) 5-5 3/4 (1669) 1-0 5/8 (321) 25-29-25 6-3 3/4 (1925) 6-3 1/4 (1911) 5-9 3/4 (1771) 1-0 5/8 (321) 25-33-25 6-7 3/4 (2026) 6-7 1/4 (2013) 6-1 3/4 (1873) 1-0 5/8 (321) 25-37-25 6-11 3/4 (2128) 6-11 1/4 (2115) 6-5 3/4 (1974) 1-0 5/8 (321) 2541-25 7-3 3/4 (2229) 7-3 1/4 (2216) 6-9 3/4 (2076) 1-0 5/8 (321) 25-49-25 7-11 3/4 (2433) 7-11 1/4 (2419) 7-5 3/4 (2279) 1-0 5/8 (321) 25-57-25 8-7 3/4 (2636) 8-7 1/4 (2623) 8-1 3/4 (2482) 1-0 5/8 (321) NOTES: .Factory assembled. Bay/Bow units include head and seat boards. .30 Bay mull kits available for field assembly. .Structural support member and interior trim supplied by others. 2022-10-25 ELCA/ ELAWN-28 11708532 Architectural Detail Manual MARVIN Elevate Casement/Awning 301 Bay Units 30 Degree Casement Bay-Width Dimensions MO Width RO Width Jamb to projection CN Jamb ft-in mm ft-in mm ft-in mm ft-in mm 29 Wide Units 29-17-29 5-10 11/16 (1796) 5-10 3/16 (1782) 5-4 5/8 (1642) 1-2 5/8 (372) 29-21-29 6-2 11/16 (1897) 6-2 3/16 (1884) 5-8 5/8 (1744) 1-2 5/8 (372) 29-25-29 6-6 11/16 (1999) 6-6 3/16 (1986) 6-0 5/8 (1845) 1-2 5/8 (372) 29-29-29 1 6-10 11/16 (2101) 6-10 3/16 (2087) 6-4 5/8 (1947) 1-2 5/8 (372) 29-33-29 7-2 11/16 (2202) 7-2 3/16 (2189) 6-8 5/8 (2049) 1-2 5/8 (372) 29-37-29 7-6 11/16 (2304) 7-6 3/16 (2290) 7-0 5/8 (2150) 1-2 5/8 (372) 29-41-29 7-10 11/16 (2405) 7-10 3/16 (2392) 74 5/8 (2252) 1-2 5/8 (372) 2949-29 8-6 11/16 (2609) 8-6 3/16 (2595) 8-0 5/8 (2455) 1-2 5/8 (372) 29-57-29 9-2 11/16 (2812) 9-2 3/16 (2798) 8-8 5/8 (2658) 1-2 5/8 (372) 33 Wide Units 33-17-33 6-5 5/8 (1972) 6-5 1/8 (1958) 5-11 9/16 (1818) 14 5/8 (422) 33-21-33 6-9 5/8 (2073) 6-9 1/8 (2060) 6-3 9/16 (1920) 14 5/8 (422) 33-25-33 7-1 5/8 (2175) 7-1 1/8 (2162) 6-7 9/16 (2021) 1-4 518 (422) 33-29-33 7-5 5/8 (2277) 7-5 1/8 (2263) 6-11 9/16 (2123) 14 5/8 (422) 33-33-33 7-9 5/8 (2378) 7-9 1/8 (2365) 7-3 9/16 (2225) 1-4 5/8 (422) 33-37-33 8-1 5/8 (2480) 8-1 1/8 (2466) 7-7 9/16 (2326) 14 5/8 (422) 3341-33 8-5 5/8 (2581) 8-5 1/8 (2568) 7-11 9/16 (2428) 14 5/8 (422) 33-49-33 9-1 5/8 (2785) 9-1 1/8 (2771) 8-79/16 (2631) 1-45/8 (422) 37 Wide Units 37-17-37 7-0 9/16 (2148) 7-0 1/16 (2134) 6-6 1/2 (1994) 1-6 5/8 (473) 37-21-37 74 9/16 (2249) 7-4 1/16 (2236) 6-10 1/2 (2096) 1-6 5/8 (473) 37-25-37 7-8 9/16 (2351) 7-8 1/16 (2338) 7-2 1/2 (2197) 1-6 5/8 (473) 37-29-37 8-0 9/16 (2453) 8-0 1/16 (2439) 7-6 1/2 (2299) 1-6 5/8 (473) 37-33-37 84 9/16 (2554) 84 1/16 (2541) 7-10 1/2 (2401) 1-6 518 (473) 37-37-37 8-8 9/16 (2656) 8-8 1/16 (2642) 8-2 1/2 (2502) 1-6 5/8 (473) NOTES: .Factory assembled. Bay/Bow units include head and seat boards. .30 Bay mull kits available for field assembly. .Structural support member and interior trim supplied by others. 2022-10-25 ELCA/ ELAWN-29 11708532 Architectural Detail Manual MARVIN" Elevate Casement/Awning Section Details: 300 Bay Units Scale: 3"= 1'0" Rough Opening Rough Opening to Jamb to Jamb Projection Corner Projection Comer to ELCA 17-15 7/16" (392) Projection Corner ELCA 21-18 29/32"(480) ELCA 17-18 33/64" (470) ELCA 25-22 3/8" (568) ELCA 21-22 33/64" (572) ELCA 29-25 27/32" (656) ELCA 25-26 33/64" (673) ELCA 33-29 49/64" (756) 11/16" ELCA 29-30 33/64" (775) 11/16" ELCA 37-32 49/64" (832) (17) ELCA 33-34 33/64" (877) (17) ELCA P 37-38 33/64" (978) ELCA P 41-42 33/64"(1080) t ELCA P 49-50 33/64"(1283) 4 9/16" ELCA P 57-58 33/64"(1486) (116) ELCA P 73-74 33/64"(1893) _ ----- _____> I {I 1(/64) �►— rojectio —I (6) 30° -- -- Exterior of Sheathing Masonry Opening 2022-10-25 ELCA/ELAWN-30 11708532 Architectural Detail Manual MARVI N Elevate Casement/Awning 451 Bay Units 45 Degree Casement Bay-Width Dimensions MO Width RO Width Jamb to projection CN Jamb ft-in mm ft-in mm ft-in mm ft-in mm 17 Wide Units 17-17-17 3-11 1/8 (1198) 3-10 3/16 (1173) 3-2 3/4 (984) 1-0 11/16 (322) 17-21-17 4-3 1/8 (1299) 4-2 3/16 (1274) 3-6 3/4 (1085) 1-0 11/16 (322) 17-25-17 4-7 1/8 (1401) 4-6 3/16 (1376) 3-10 3/4 (1187) 1-0 11/16 (322) 17-29-17 4-11 1/8 (1503) 4-10 3/16 (1478) 4-2 3/4 (1289) 1-0 11/16 (322) 17-33-17 5-3 1/8 (1604) 5-2 3/16 (1579) 4-6 3/4 (1390) 1-0 11/16 (322) 17-37-17 5-7 1/8 (1706) 5-6 3/16 (1681) 4-10 3/4 (1492) 1-0 11/16 (322) 17-41-17 5-11 1/8 (1807) 5-10 3116 (1782) 5-2 3/4 (1593) 1-0 11/16 (322) 17-49-17 6-7 1/8 (2011) 6-6 3/16 (1986) 5-10 3/4 (1797) 1-0 11/16 (322) 21 Wide Units 21-17-21 4-4 13/16 (1341) 4-3 13/16 (1317) 3-8 3/8 (1127) 1-3 1/2 (394) 21-21-21 4-8 13/16 (1443) 4-7 13/16 (1418) 4-0 3/8 (1229) 1-3 1/2 (394) 21-25-21 5-0 13/16 (1545) 4-11 13/16 (1520) 44 3/8 (1331) 1-3 1/2 (394) 21-29-21 5-4 13/16 (1646) 5-3 13/16 (1621) 4-8 3/8 (1432) 1-3 1/2 (394) 21-33-21 1 5-8 13/16 (1748) 5-7 13/16 (1723) 5-0 3/8 (1534) 1-3 1/2 (394) 21-37-21 6-0 13/16 (1849) 5-11 13116 (1825) 5-4 3/8 (1635) 1-3 1/2 (394) 21-41-21 64 13/16 (1951) 6-3 13/16 (1926) 5-8 3/8 (1737) 1-3 112 (394) 21-49-21 7-0 13/16 (2154) 6-11 13/16 (2129) 64 3/8 (1940) 1-3 1/2 (394) 21-57-21 7-8 13/16 1 (2357) 1 7-7 13/16 1 (2333) 1 7-0 3/8 (2143) 1-3 1/2 (394) 21-73-21 1 9-0 13/16 (2764) 8-11 13/16 (2739) 84 3/8 (2550) 1-3 1/2 (394) 25 Wide Units 25-17-25 4-10 1/2 (1485) 4-9 1/2 (1460) 4-2 1/16 (1271) 1-6 5/16 (466) 25-21-25 5-2 1/2 (1587) 5-1 1/2 (1562) 4-6 1/16 (1373) 1-6 5/16 (466) 25-25-25 5-6 1/2 (1688) 5-5 1/2 (1663) 4-10 1/16 (1474) 1-6 5/16 (466) 25-29-25 5-10 1/2 (1790) 5-9 1/2 (1765) 5-2 1/16 (1576) 1-6 5/16 (466) 25-33-25 6-2 1/2 (1892) 6-1 1/2 (1867) 5-6 1/16 (1678) 1-6 5/16 (466) 25-37-25 6-6 1/2 (1993) 6-5 1/2 (1968) 5-10 1/16 (1779) 1-6 5/16 (466) 2541-25 6-10 112 (2095) 6-9 1/2 (2070) 6-2 1/16 (1881) 1-6 5/16 (466) 25-49-25 7-6 1/2 (2298) 7-5 1/2 (2273) 6-10 1/16 (2084) 1-6 5/16 (466) 25-57-25 8-2 1/2 (2501) 8-1 1/2 (2476) 7-6 1/16 (2287) 1-6 5/16 (466) 25-73-25 9-6 1/2 (2908) 9.5112 (2883) 8-10 1/16 (2694) 1-6 5/16 (466) 29 Wide Units 29-17-29 5-4 1/8 (1629) 5-3 1/8 (1604) 4-7 11/16 (1415) 1-9 1/8 (537) 29-21-29 5-8 1/8 (1730) 5-7 1/8 (1705) 4-11 11/16 (1516) 1-9 1/8 (537) 29-25-29 6-0 1/8 (1832) 5-11 1/8 (1807) 5-3 11/16 (1618) 1-9 1/8 (537) 29-29-29 6-4 1/8 (1934) 6-3 1/8 (1909) 5-7 11/16 (1720) 1-9 1/8 (537) 29-33-29 6-8 1/8 (2035) 6-7 1/8 (2010) 5-11 11/16 (1821) 1-9 1/8 (537) 29-37-29 7-0 1/8 (2137) 6-11 1/8 (2112) 6-3 11/16 (1923) 1-9 1/8 (537) 29-41-29 7-4 1/8 (2238) 7-3 1/8 (2213) 6-7 11/16 (2024) 1-9 1/8 (537) 2949-29 8-0 1/8 (2442) 7-111/8 (2417) 7-311/16 (2228) 1-91/8 (537) 29-57-29 8-8 1/8 (2645) 8-7 1/8 (2620) 7-11 11/16 (2431) 1-9 1/8 (537) 2022-10-25 ELCA/ ELAWN-31 11708532 Architectural Detail Manual MARVIN° Elevate Casement/Awning Section Details: 45" Bay Units Scale: 3"- 1'0" Rough Opening Rough Opening to Jamb to Jamb Projection Corner Projection Comer to ELCA 17-13 11/64" (335) Projection Corner ELCA 21-16" (406) ELCA 17-19 27/32" (504) ELCA 25-18 53/64" (478) 11/16" I ELCA 21-23 27/32" (606) 11/16" ELCA 29-21 21/32" (550) I� ELCA 25-27 27/32" (707) (17) I ELCA 29-31 27/32" (809) (17) ELCA 33-35 27/32" (910) ELCA P 37-39 27/32" (1012) "' 4 9/16" ELCA P 41-43 27/32" (1114) 9/16 ELCA P 49-51 27/32" (1317) ELCA P 57-59 27/32" (1520) ------- ELCA P 73-75 27/32" (1926) - - -------- ------- - 1/4" Projection /4 (6) , 45" Exterior of Sheathing Masonry Opening 2022-10-25 ELCA/ ELAWN-32 11708532 Architectural Detail Manual MARVIN" Elevate Casement/Awning Section Details: Installation Suggestion - Brick Veneer With Steel Frame Construction Scale: 1 1/2"- 1'0" 1/4" 112" (6) (13) Head Jamb o I , � y o t o i L o i 0 Sill Rough Opening �13) �Frame Size� �13) Jamb 114" (6) f Masonry Opening NOTES: .Picture unit installation similar. . The above wall sections represent typical wall conditions, these details are not intended as installation instructions. Please refer to the installation instructions provided with the purchased units. 2022-10-25 ELCA/ ELAWN-33 11708532 Architectural Detail Manual MARVIN® Elevate Casement/Awning Section Details: Installation Suggestion - Wood Siding With 2x6 Frame Construction Scale: 1 1/2"- 1'0" 1/2• (13) Head Jamb I I c I m I N N O N E m I u- SIll 11 **— Al0sx I— Rough Opening I (13) �Frame Size �{ (13) Jamb NOTES: . The above wall sections represent typical wall conditions, these details are not intended as installation instructions. Please refer to the installation instructions provided with the purchased units. .Picture unit installation similar. Picture units may require both nailing fin and installation brackets. 2022-10-25 ELCA/ ELAWN-34 11708532 Architectural Detail Manual MARVI N" Elevate Casement/Awning Section Details: Installation Suggestion - Stucco With 2x4 Frame Construction Scale: 1 1/2"- 1'0" Head Jamb v2- (13) I I c I m � y N O E � o o! SIII Rough Opening (13) �Frame Size� (�3^ Jamb NOTES: . The above wall sections represent typical wall conditions, these details are not intended as installation instructions. Please refer to the installation instructions provided with the purchased units. .Picture unit installation similar. Picture units may require both nailing fin and installation brackets. 2022-10-25 ELCA/ ELAWN-35 11708532 Architectural Detail Manual 3.2 Installation A. Comply with CSI MasterFormat Section 01 73 00. B. Assemble and install window/door unit(s) according to manufacturer's instruction and reviewed shop drawing. C. Install sealant and related backing materials at perimeter of unit or assembly in accordance with CSI MasterFormat Section 07 92 00 Joint Sealants. Do not use expansive foam sealant. D. Install accessory items as required. E. Use finish nails to apply wood trim and mouldings. 3.3 Field Quality Control A. Remove visible labels and adhesive residue according to manufacturer's instruction. B. Unless otherwise specified, air leakage resistance tests shall be conducted at a uniform static pressure of 75 Pa (-1.57 psf). The maximum allowable rate of air leakage shall not exceed 2.3 L/sm2 (-0.45 cfm/ft2). C. Unless otherwise specified, water penetration resistance testing shall be conducted per AAMA 502 and ASTM E1105 at 2/3 of the fenestration products design pressure (DP) rating using "Procedure B"-cyclic static air pressure difference. Water penetration shall be defined in accordance with the test method(s) applied. 3.4 Cleaning A. Remove visible labels and adhesive residue according to manufacturer's instruction. B. Leave windows and glass in a clean condition. Final cleaning as required in CSI MasterFormat Section 01 74 00. 3.5 Protecting Installed Construction A. Comply with CSI MasterFormat Section 07 76 00. B. Protecting windows from damage by chemicals, solvents, paint or other construction operations that may cause damage. End of Section Doc. # 17305 Rev. 2/27/2023 Section #08 54 00- 10 -Elevate Casement Narrow Frame CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed on: 3/5/2025 7:14 AM 9. Simulated Check rail option: 2 11/32" (60mm). Available with optional spacer bars. 2.11 Grilles-Between-the-Glass (GBG) A. Manufactured from aluminum in a 23/32" (18mm)wide contoured profile placed between the two panes of glass. 1. Colors: a. Interior: White, Bronze, Black b. Exterior: White, Pebble Gray, Bronze, Cashmere, Gunmetal, or Ebony 2. Patterns: a. Rectangular b. 9 lite Prairie cut with 4" DLO corners c. 6 lite top or bottom Prairie cut with 4" DLO corners d. 6 lite left or right Prairie cut with 4" DLO corners e. Cottage style up to 2H with specified DLO height(Y min) f. Size limitations may apply to Prairie and Cottage lite cut availability 2.12Accessories and Trim A. Exterior Casing: 1. Non-integral to the unit-fastened to the exterior wall with barb and kerf. 2. 2" (51 mm) Brick Mould Casing available as a full surround or with sill nosing 3. 3 1/2" (89mm) Flat Casing as a full surround or with sill nosing; available with 1" (25mm) ranch-style header overhang 4. Color: Stone White, Pebble Gray, Bronze, Cashmere, Gunmetal, Ebony B. Installation Accessories: 1. Mullion kit: Mullion kit for field assembly of units- Kit includes: Aluminum mull pin, Sealant foam tape, Exterior mullion cover, Interior mull trim, Mull screws, Mull bracket, Mull bracket screws Part 3 Execution 3.1 Examination A. Verification of Condition: Before installation, verify openings are plumb, square and of proper dimensions as required in CSI MasterFormat Section 01 71 00. Report frame defects or unsuitable conditions to the General contractor before proceeding. B. Acceptance of Condition: Beginning on installation confirms acceptance of existing conditions. Doc. # 17305 Rev. 2/27/2023 Section# 08 54 00- 9 -Elevate Casement Narrow Frame CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed on: 3/5/2025 714 AM 2.8 Weather Strip A. All units are dual (primary and secondary) weather strip 1. The primary weather strip is extruded PVC foam filled bulb that attaches to all four sides of frame by a kerf in Ultrex. Provides seal between wood on sash and frame on Ultrex. 2. The secondary weather strip is an extruded PVC hollow bulb that attaches to a kerf in the sash and provides a seal between the sash Ultrex and frame Ultrex. B. Color 1. Black 2.9 Insect Screen A. Screen mesh 1. 18 by 16: Charcoal color fiberglass (non-corrosive) 2. Spring loaded pins for installation B. Roll formed aluminum frame 1. Color: Almond Frost and White, Optional: Ebony 2. Option: Wood veneer screen 2.10Simulated Divided Lites (SDL) A. 7/8" (22mm)wide. Available with optional spacer bars 1. Exterior muntins: Ultrex finished to color match exterior 2. Interior muntins: Bare pine wood or optional white, clear interior, designer black interior finishes. 3. Pattern: 4. Rectangle 5. 9 lite Prairie cut with 4" DLO corners 6. 6 lite top or bottom Prairie cut with 4" DLO corners 7. 6 lite left or right Prairie cut with 4" DLO corners 8. Cottage style up to 2H with specified DLO height (4" min) a. Size limitations may apply to Prairie and Cottage lite cut availability Doc. # 17305 Rev. 2/27/2023 Section# 08 54 00— 8 --Elevate Casement Narrow Frame CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed on: 3/5/2025 7:14 AM 2.6 Hardware A. Lock: Multipoint locking mechanism is actuated from a single point of operation. The lock mechanism is concealed with only the actuator handle and escutcheon being visible to the interior. B. Hinges: Concealed stainless steel track and injection molded shoe. C. Handle: Die cast detachable folding handle. D. Roto Gear Operator: E-Gard TM coated hinge arm and housing mechanism. E. Snubber: Pulls the sash tight to the frame and provides positive engagement to keep the sash in place under structural loads. F. Color: Applies to handle and locking hardware: 1. White, Almond Frost, Brass, Satin Nickel, Oil Rubbed Bronze, Matte Black. 2.7 Optional Hardware A. Coastal hardware is available. B. Casement Window Opening Control Device-Factory Applied 1. Minimum frame OSM: 17 27/32" (453mm) x 24" (610mm). 2. Maximum frame OSM: 36" (914mm) inch x 71 1/8" (1807mm). 3. WOCD locking assembly: factory installed. Die cast. Color: White and Almond Frost, and Black 4. WOCD tether assembly: factory installed. Glass filled nylon. Color: E-Guard color match. C. Sash Limiter-3" Travel- Factory or Field Applied. 1. Custodial and Non-Custodial Options Available 2. Coastal Hardware 3. Casement minimum frame OSM: 23" (584mm) x 24" (610mm) 4. Casement maximum frame OSM: 36" (914mm) x 71 1/8" (1807mm) 5. Awning min frame OSM: 24" (610mm) x 23" (584mm) 6. Awning max frame OSM: 48" (1219mm) x 47 1/8" (1197mm) 7. Units with sash limiters do not meet egress criteria. D. Casement Egress Hinges 1. Egress hinges are required on Casement 10 sizes between 26 '/2%29.359" to meet egress requirements. Doc. # 17305 Rev. 2/27/2023 Section#08 54 00- 7 -Elevate Casement Narrow Frame CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed on: 3/5/2025 714 AM 2.3 Sash/Panel Description A. Interior: Pine 1. Kiln-dried to moisture content no greater than twelve (12) percent at time of fabrication 2. Water repellant preservative treated in accordance with ANSI/NWWDA I.S.4. B. Exterior: Fiberglass reinforced Ultree, 0.080"(2mm) thick C. Composite sash thickness: 1 17/32" (39mm) 2.4 Glazing A. Select quality complying with ASTMC1036. Insulating glass SIGMA/IGCC certified to performance level CBA when tested in accordance with ASTM E2190 B. Glazing Method: 11/16" (17mm) insulated glass C. Glass Type: Low E1, E2, E3, E3/ERS air or Argon gas D. Glass Type Options: Obscure Glass or California Fire Glass (Annealed exterior and tempered interior glazing configuration), Rain Glass, Glue Chip, Narrow, Reed, Frost, Bronze Tint, Gray Tint, Green Tint. E. Glazing Seal: Silicone bedding on both interior and exterior surfaces F. Glazing option: STC/OITC upgrade 2.5 Finish A. Exterior: 1. Pultruded Fiberglass. 2. Factory baked on acrylic urethane. 3. Meets AAMA 624-10 requirements. 4. Color: Stone White, Pebble Gray, Bronze, Cashmere, Gunmetal, Ebony. B. Interior: 1. Bare treated pine. 2. Optional white, clear interior, or designer black interior factory finish. Doc. # 17305 Rev. 2/27/2023 Section#08 54 00—6 —Elevate Casement Narrow Frame CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed on: 3/5/2025 7:14 AM 1.9 Warranty The following limited warranty is subject to conditions and exclusions. There are certain conditions or applications over which Marvin has no control. Defect or problems as a result of such conditions or applications are not the responsibility of Marvin. For a more complete description of the Marvin limited warranty, refer to the complete and current warranty information available at http://www.marvi n.com/support/warranty. A. Clear insulating glass with stainless steel spacers is warranted against seal failure caused by manufacturing defects and resulting in visible obstruction through the glass for twenty (20) years from the original date of purchase. Glass is warranted against stress cracks caused by manufacturing defects from ten (10) years from the original date of purchase. B. Hardware and other non-glass components are warranted to be free from manufacturing defects for ten (10) years from the original date of purchase. Part 2 Products 2.1 Manufactured Units A. Description: Elevate Casement/Awning Narrow Frame operating exterior swinging windows on Casement and a top pivoting awning (and related stationary or picture units) as manufactured by Marvin Windows & Doors, West Fargo, North Dakota. 2.2 Frame Description A. Interior: Clear pine exposed surfaces 1. Kiln-dried to moisture content no greater than twelve (12) percent at the time of fabrication 2. Water repellant, preservative treated in accordance with ANSI/NWWDA I.S.4. B. Exterior: Fiberglass reinforce UltreO, 0.080" (2mm) thick. C. Composite frame thickness: 1 13/16" (46mm) D. Frame width: 3 1/4" (83mm) E. Frame Expander accessory is an insert kit shipped as ready-to-install. 1. Insert kit includes four fabricated frame expander components, including head-jamb, sill and both jamb components. 2. Included in both 1" and 3" frame expander options. Doc. # 17305 Rev. 2/27/2023 Section#08 54 00— 5 —Elevate Casement Narrow Frame CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed on: 3/5/2025 7:14 AM 1.5 Submittals A. Shop Drawings: Submit shop drawings under provision of CSI MasterFormat Section 01 33 23. B. Product Data: Submit catalog data under provision of CSI MasterFormat Section 01 33 23. C. Samples: 1. Submit corner section under provision of CSI MasterFormat Section 01 33 23. 2. Include glazing system, quality of construction, and specified finish. D. Quality Control Submittals: Certificates: Submit manufacturer's certification indicating compliance with specified performance and design requirement under provision of CSI MasterFormat Section 01 33 23. 1.6 Quality Assurance A. Requirements: Consult local code for IBC [International Building Code] and IRC [International Residential Code] adoption year and pertinent revisions for information on: 1. Egress, emergency escape and rescue requirements. 2. Basement window requirements. 3. Windows fall prevention and/or window opening control device requirements. 1.7 Delivery A. Comply with provisions of CSI MasterFormat Section 01 65 00. B. Deliver in original and protect from weather. 1.8 Storage and Handling A. Prime and seal wood surfaces, including to be concealed by wall construction, if more than thirty (30) days will expire between delivery and installation. B. Store window units in an upright position in a clean and dry storage area above ground to protect from weather under provision of CSI MasterFormat Section 01660. Doc. # 17305 Rev. 2/27/2023 Section #08 54 00- 4 -Elevate Casement Narrow Frame CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed on: 3/5/2025 7:14 AM 1. WCMA A100.0: American National Standard for Safety of Window Covering Products 1.4 System Description A. Design and Performance Requirements: Air Tested Water Tested Certification DesignMax Overall Max Overall Product to psf to psf Rating Pressure Width Height (DP) Elevate Casement 1.56 7.52 LC-PG50-C 50.13 36.000 71.125 Narrow Frame Elevate Awning 1.56 7.52 LC-PG50-AP 50.13 48.000 47.125 Narrow Frame Elevate Casement 1,56 7.52 LC-PG50-AP 50.13 72.000 59.125 Narrow Frame Picture/Transom Elevate Casement Narrow Frame 1.56 7.52 LC-PG50-AP 50.13 56.000 71.125 Picture/Transom Doc. # 17305 Rev. 2/27/2023 Section# 08 54 00- 3 -Elevate Casement Narrow Frame CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed on: 3/5/2025 7:14 AM 1.3 References A. ASTM, International: 1. E283: Standard Test Method for Determining Rate of Air Leakage through Exterior Windows, Skylights, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen 2. E330: Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights, and Curtain Walls by Uniform Static Air Pressure Difference 3. E547: Standard Test Method for Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls, by Cyclic Air Pressure Difference 4. E2190: Standard Specification for Insulating Glass Unit Performance and Evaluation 5. C1036: Standard Specification for Flat Glass 6. E2112: Standard Practice for Installation of Exterior Windows, Doors, and Skylights B. North American Fenestration Standard (NAFS) -American Architectural Manufacturer's Association/Window and Door Manufacturer's Association/Canadian Standards Association (AAMA/WDMA/CSA 101/I.S.2/A440): 1. AAMA/WDMA/CSA 101/I.S.2/A440-17: NAFS: North American Fenestration, Standard/Specification for windows, doors, and skylights C. Window and Door Manufacturers Association (WDMA) 1. WDMA I.S.4: Industry Standard for Water Repellent Preservative Treatment for Millwork 2. WDMA I.S.2: Hallmark Certification Program D. Insulating Glass Certification Council (IGCC) and Fenestration Glazing Industry Alliance (FGIA) Glass Products Council (GPC) E. Fenestration Glazing Industry Alliance (FGIA)— note: AAMA combined with IGMA and formed FGIA as of 08/01/2019 1. AAMA 2605: Voluntary Specification for High Performance Organic Coatings on Architectural Extrusions and Panels F. National Fenestration Rating Council (NFRC): 1. NFRC 101: Procedure for Determining Fenestration Product Thermal Properties 2. NFRC 200: Procedure for Determining Solar Heat Gain Coefficients at Normal Incidence G. Window Covering Doc. # 17305 Rev. 2/27/2023 Section # 08 54 00— 2 —Elevate Casement Narrow Frame CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed on: 3/5/2025 7:14 AM Section 08 54 00 Elevate® Casement and Awning Narrow Frame Part 1 General 1.1 Section Includes A. Elevate Casement and Awning Narrow Frame complete with hardware, glazing, weather strip, insect screen, grilles-between-the-glass and simulated divided lite. B. Elevate Casement Narrow Frame Picture and Transom complete with hardware, glazing, weather strip, grilles-between-the-glass and simulated divided lite. 1.2 Construction Specification Institute (CSI) MasterFormat Numbers and Titles A. Section 01 33 23-Submittal Procedures: Shop Drawings, Product Data, and Samples B. Section 01 62 00- Product Options C. Section 01 25 15- Product Substitution Procedures D. Section 01 65 00- Product Delivery E. Section 01 66 00- Product Storage and Handling Requirements F. Section 01 71 00- Examination and Preparation G. Section 01 73 00- Execution H. Section 01 74 00-Cleaning and Waste Management I. Section 01 75 00-Starting and Adjusting J. Section 01 76 00- Protecting Installed Construction K. Section 06 22 00- Millwork: Wood trim other than furnished by door and frame manufacturer L. Section 07 92 00-Joint Sealants: Sill sealant and perimeter caulking M. Section 08 71 00- Door Hardware: Hardware other than furnished by door and frame manufacturer N. Section 09 90 00- Paints and Coatings: Paint and stain other than finish Doc. # 17305 Rev. 2/27/2023 Section#08 54 00- 1 -Elevate Casement Narrow Frame CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed on: 3/5/2025 714 AM Elevate Casement / Awning UnitFeatures ......................................................................................................................................................... 1 Egress and Vent Openings: Casement ................................................................................................................. 4 Daylight Measurements: Casement ...................................................................................................................... 6 Vent and Daylight Measurements: Awning ........................................................................................................... 7 Daylight Measurement: Transom .......................................................................................................................... 8 Daylight Measurement: Picture ............................................................................................................................. 9 Minimum and Maximum Guidelines ...................................................................................................................... 11 Certified Sizes and Ratings: Standard Product and IZ3 ........................................................................................ 12 Measurement Conversions and Egress Formulas ................................................................................................ 13 MullingGuidelines ................................................................................................................................................. 14 IZ3Mulling Guidelines ........................................................................................................................................... 15 Standard Unit Measurements: Casement ............................................................................................................. 16 Standard Unit Measurements: Awning .................................................................................................................. 17 Standard Unit Measurements: Picture .................................................................................................................. 18 Standard Unit Measurements: Transom ............................................................................................................... 19 Section Details: Operating -Casement/Awning .................................................................................................. 20 Section Details: Stationary/Picture- Casement/Awning ...................................................................................... 21 Section Details: Casement IZ3 .............................................................................................................................. 22 Section Details: Casement/Awning Mullion Options ............................................................................................. 23 Section Details: Casement/Awning Tri-Pane Glass Option ................................................................................. 24 Section Details: Divided Lite Options .................................................................................................................... 25 AvailableDivided Lite Patterns .............................................................................................................................. 26 Bow/ Bay Units ..................................................................................................................................................... 27 300 Bay Units ......................................................................................................................................................... 28 SectionDetails: 300 Bay Units ............................................................................................................................... 30 450 Bay Units ......................................................................................................................................................... 31 SectionDetails: 450 Bay Units ............................................................................................................................... 32 Section Details: Installation Suggestion - Brick Veneer With Steel Frame Construction ...................................... 33 Section Details: Installation Suggestion -Wood Siding With 2x6 Frame Construction ......................................... 34 Section Details: Installation Suggestion - Stucco With 2x4 Frame Construction .................................................. 35 ELCA/ ELAWN 11708532 Architectural Detail Manual MARVI N' Elevate Casement/Awning Unit Features Elevate Casement: ELCA Elevate Awning: ELAWN Elevate Casement Picture: ELCA P Elevate Casement Transom: ELCA TR Elevate Casement IZ3: ELCA IZ3 Elevate Casement Picture IZ3: ELCA P IZ3 Elevate Awning IZ3: ELAWN IZ3 For applicable Certification and Code information, refer to the Introduction and Product Performance chapter. Frame and Sash: .The frame and sash exteriors are made of Ultrexa, an advanced fiber reinforced material that is resistant to thermal conductance. *Exterior colors: Stone White, Pebble Gray, Bronze, Cashmere, Gunmetal, or Ebony. Frame and sash color may be selected independently. .The interior is non finger-jointed pine, kiln dried to a moisture content of 6-12%at time of fabrication. .Interior wood is available as Pine bare wood or factory applied white, clear, or designer black interior finishes. Frame and sash color may be selected independently. Frame: .Composite frame thickness is 1 5/16" (33). Frame width is 4 9/16" (116). 4/4 non finger-jointed pine interior stop is applied to all units. Ultrex frame is .080"(2)thick. Sash: .Composite sash thickness is 1 9/16"(40)with standard glass.Tripane sash are 1 31/32"(50)thick.Sash is .070"(2)thick. Jamb Extension: .Extension Thickness: 9/16"(14) .Multiple depths available from 1/8" (3). 1/4"(6), and depths varying between 1/2"(13)and 4"(102)at 1/16"(2) increments .Maximum jamb depth is 8 9/16". (217) .6 9/16"(167)or 6 13/16"(173)jamb extension-factory-applied .All other jamb depth options are available shipped loose. *Material: Bare Pine .Option:factory applied white, designer black and clear lacquer interior finish Casement Hardware: .Dual arm roto hardware factory installed on casement units • Roto gear hardware is an E-coated, high strength, low alloy steel • Call number 17 and 21 widths up to RO 25"(635) require dyad operators. .The hinge track is stainless steel • Hinge arm is E-coated high strength,low alloy steel • Hinge shoe is injection molded with a stainless steel insert. .Egress hinge is required on units with an R.O.from 27.125"to 29.984"including CN 29 to meet egress code.This hinge does not allow for cleaning of the exterior of sash from the inside. .Folding handle with removable snap fit covers are available in Almond Frost or White color finish. o Optional Brass, Satin Nickel, Oil Rubbed Bronze,and Matte Black hardware available. .Sequential locks are used on all heights,with removable escutcheon and handle. Optional coastal hardware is available. .Optional factory applied Window Opening Control Device is available (min size: 17 27/32"(453) x 31 1/8"(791)-max size: 36"(914)x 71 1/8"(1807)) Available in almond frost,white, and matte black finishes. .Optional field or factory applied Sash Limiter-3"Travel is available (min size: 23"(584)x 31 1/8"(791)-max size: 36"(914)x 71 1/8"(1807)) Custodial and Non-Custodial options are available. Units with sash limiters do not meet egress criteria. 2022-10-25 ELCA/ ELAWN-1 11708532 Architectural Detail Manual MARVI N" ' Elevate Casement/Awning Unit Features Continued Awning Hardware: .Scissors arm roto hardware factory installed on all awning units. Roto hardware is an E-coated high strength,low alloy steel. .The hinge track is stainless steel • hinge arm is E-coated high strength, low alloy steel • hinge shoe is injection molded with a stainless steel insert. .Folding handle with removable snap fit covers are available in Almond Frost,White, or Matte Black color finish. o Optional Brass, Satin Nickel, and Oil Rubbed Bronze hardware available. .A single point lock on each jamb/stile,with a removable escutcheon and handle o Optional coastal hardware is available .Optional field or factory applied Sash Limiter-3"Travel is available(min size:24"(610)x 23"(584)-max size:48"(1219)x 47 1/ 8"(1197)). Custodial and Non-Custodial options are available. Glazing: .Dual-pane units are manufactured with an 11/16"(17)IG with Low E1, E2, E3,or E3/ERS or no coating including argon gas or air fill. .Tripane units are manufactured with a 1 1/8"(29) IG with a combination coating consisting of Low E2 on surface 2 and Low E1 on surface 5 including argon gas fill. .Tempered glass and/or obscure glass, and California Fire glass (annealed exterior and tempered interior glazing configuration) are available as an option. .The glazing seal is a silicone bedding on both interior and exterior surfaces utilized in a sandwich style sash. .STC/OITC values are available for 3.1 mm thickness glass. Optional 3.1/4.7 STC/OITC Upgrade glass is available. See the Product Performance chapter for STC and OITC ratings. .Decorative glass options include glue chip, rain, reed, narrow reed, frost, and tinted (bronze, gray or green), Decorative glass is not available with Low E1, Low E3/ERS, tripane, or STC/OITC Upgrade options. IZ3 Glazing: .Optional IZ3 available on selected sizes. IZ3 for winds up to 140 miles per hour. .Glass is laminated insulated Low E2 or E3 Argon,consisting of annealed or tempered glass exterior and laminated glass interior. .The laminated glass is comprised of two pieces of glass with either a SGP or PVB laminate layer between. Interior and exterior glazing compound is silicone, in a sandwich style glazing system. Installation: .Factory applied folding nailing fin and drip cap system o Optional installation brackets for masonry available • Optional through jamb installation method available .Factory mullions available up to 4W or 113" (2870) not to exceed 71 5/8"(1819) height or 2W2H with 94 3/4" (2407)height not to exceed 73"(1854)in width .Factory supplied field mulling kits are available for standard assemblies, or 30°,45° Bay, and Bow assemblies .Picture units may require both nailing fin and installation brackets .IZ3 glazed units require installation clip with nailing fin on all sizes for installation unless another installation method is selected (masonry installation brackets or through jamb installation). 2022-10-25 ELCA/ ELAWN-2 11708532 Architectural Detail Manual MARVI N' Elevate Casement/Awning Unit Features Continued Weather Strip: •All units are dual weather stripped. •Frame and sash are weather stripped on all four sides with an extruded PVC bulb. •Foam filled bulb is only on the frame, the sash has a hollow bulb. Screen: •Screen Frame:Aluminum Screen Frame, Option: None Available in Almond Frost, White, Ebony,Wood Veneer •Screen Mesh: Marvin BrightViewTM, Options: None. Interior/ Exterior Simulated Divided Lites (SDL): •Interior bar. 7/8"(22)wide bars Pine bare wood or factory applied white finish,to match interior •Exterior bar: 7/8"(22)wide bars Ultrex, finish to match exterior • Patterns available: rectangle, 6 or 9 lite Prairie cut or Cottage style cut • Simulated check rail option: 2 11/32"(60) o Pattern available: simulated rail in standard center or customer specified location with 7/8"(22)pattern above, below or both in pattern of rectangular equal lite or prairie lite cut •SDL is unavailable with rain, reed and narrow reed decorative glass options. Glue Chip requres tempered glass.Tinted glass not available with spacer bar. Grilles-Between-The-Glass (GBG): .23/32"(18)contoured aluminum bar placed between two panes of glass .Pattern: Standard rectangular pattern,6 or 9 lite Prairie cut, or Cottage style cut Exterior colors: Stone White, Pebble Gray, Bronze, Cashmere, Gunmetal, or Ebony .Interior Colors: White, Bronze, or Black. •GBGs are not available on IZ3 or tinted units. Exterior Casing: •Non-integral to the unit •Fastened to the exterior wall with barb and kerf •2"(51)brick mould available as a full surround or with sill nosing •3 1/2"(89)flat casing available as full surround or with sill nosing Also available with 1"(25)ranch style sill and header overhang 2022-10-25 ELCA/ ELAWN-3 11708532 Architectural Detail Manual MARVI N® - Elevate Casement/Awning Egress and Vent Openings: Casement Opening Opening Egress Floor to Clear Opening Opening Vent CN Width Height Opening Opening Vent Width Vent Height Opening ft-in mm ft-in mm ftZ m' ft-in mm ft-in mm ft-in mm ftz mZ 1731 0-7 1/4 (184) 2-2 23/32 (678) 1.34 (0.12) 4-5 7/32 (1352) 0-11 7/8 (302) 2-2 3/4 (678) 2.20 (0.20) 1735 0-7 1/4 (184) 2-6 23/32 (780) 1.54 (0.14) 4-1 7/32 (1250) 0-11 7/8 (302) 2-6 3/4 (780) 2.53 (0.24) 1739 0-7 1/4 (184) 2-10 23/32 (882) 1.75 (0.16) 3-9 7/32 (1149) 0-11 7/8 (302) 2-10 3/4 (882) 2.86 (0.27) 1743 0-7 1/4 (184) 3-2 27/32 (986) 1.95 (0.18) 3-5 3/32 (1044) 0-11 7/8 (302) 3-2 3/4 (983) 3.19 (0.30) 1747 0-7 1/4 (184) 3-6 23/32 (1085) 2.15 (0.20) 3-1 7/32 (946) 0-11 7/8 (302) 3-6 3/4 (1085) 3.52 (0.33) 1755 0-7 1/4 (184) 4-2 23/32 (1288) 2.55 (0.24) 2-5 7/32 (742) 0-11 7/8 (302) 4-2 314 (1288) 4.18 (0.39) 1759 0-7 1/4 (184) 4-6 23/32 (1390) 2.75 (0.26) 2-1 7/32 (641) 0-11 7/8 (302) 4-6 3/4 (1390) 4.51 (0.42) 1763 0-7 1/4 (184) 4-10 23/32 (1491) 2.95 (0.27) 1-9 7/32 (539) 0-11 718 (302) 4-10 314 (1491) 4.84 (0.45) 1771 T 0-7 1/4 (184) 5-6 23/32 (1694) 3.35 (0.31) 1-1 7/32 (336) 0-11 7/8 (302) 5-6 3/4 (1694) 5.50 (0.51) 2131 0-11 1/4 (286) 2-2 23/32 (678) 2.08 (0.19) 4-5 7/32 (1352) 1-3 7/8 (403) 2-2 3/4 (678) 2.94 (0.27) 2135 0-11 1/4 (286) 2-6 23/32 (780) 2.4 (0.22) 4-1 7/32 (1250) 1-3 7/8 (403) 2-6 3/4 (780) 3.38 (0.31) 2139 0-11 1/4 (286) 2-10 23/32 (882) 2.71 (0.25) 3-9 7/32 (1149) 1-3 7/8 (403) 2-10 3/4 (882) 3.83 (0.36) 2143 1 1 0-11 1/4 (286) 3-2 27/32 (986) 3.03 (0.28) 3-5 7/32 (1047) 1-3 7/8 (403) 3-2 3/4 (983) 4.27 (0.40) 2147 0-11 1/4 (286) 3-6 23/32 (1085) 3.33 (0.31) 3-1 7/32 (946) 1-3 7/8 (403) 3-6 3/4 (1085) 4.71 (0.44) 2155 0-11 1/4 (286) 4-2 23/32 (1288) 3.96 (0.37) 2-5 7/32 (742) 1-3 7/8 (403) 4-2 3/4 (1288) 5.59 (0.52) 2159 0-11 1/4 (286) 4-6 23/32 (1390) 4.27 (0.40) 2-1 7/32 (641) 1-3 7/8 (403) 4-6 3/4 (1390) 6.03 (0.56) 2163 0-11 1/4 (286) 4-10 23/32 (1491) 4.58 (0.43) 1-9 7/32 (539) 1-3 718 (403) 4-10 3/4 (1491) 6.47 (0.60) 2171 T 0-11 1/4 (286) 5-6 23/32 (1694) 5.21 (0.48) 1-1 7/32 (336) 1-3 7/8 (403) 5-6 3/4 (1694) 7.35 (0.68) 2531 1-3 1/4 (387) 2-2 23/32 (678) 2.83 (0.26) 4-5 7/32 (1352) 1-7 7/8 (505) 2-2 3/4 (678) 3.69 (0.34) 2535 1-3 114 (387) 2-6 23/32 (780) 3.25 (0.30) 4-1 7/32 (1250) 1-7 7/8 (505) 2-6 3/4 (780) 4.24 (0.39) 2539 13 1/4 (387) 2-10 23/32 (882) 3.67 (0.34) 3-9 7/32 (1149) 1-7 7/8 (505) 2-10 3/4 (882) 4.79 (0.44) 2543 1-3 1/4 (387) 3-2 27/32 (986) 4.11 (0.38) 3-5 7/32 (1047) 1-7 7/8 (505) 3-2 3/4 (983) 5.34 (0.50) 2547 1-3 1/4 (387) 3-6 23/32 (1085) 4.52 (0.42) 3-1 7/32 (946) 1-7 7/8 (505) 3-6 3/4 (1085) 5.89 (0.55) 2555 1-3 1/4 (387) 4-2 23/32 (1288) 5.37 (0.50) 2-5 7/32 (742) 1-7 7/8 (505) 4-2 3/4 (1288) 7.00 (0.65) 2559 1-3 1/4 (387) 4-6 23/32 (1390) 5.79 (0.54) 2-1 7/32 (641) 1-7 7/8 (505) 4-6 3/4 (1390) 7.55 (0.70) 2563 1-3 1/4 (387) 4-10 23/32 (1491) 6.21 (0.58) 1-9 7/32 (539) 1-7 7/8 (505) 4-10 3/4 (1491) 8.10 (0.75) 2571 T 1-3 1/4 (387) 5-6 23/32 (1694) 7.06 (0.66) 1-1 7/32 (336) 1-7 7/8 (505) 5-6 3/4 (1694) 9.21 (0.86) 2931 1-9 7/8 (556) 2-2 23/32 (678) 4.06 (0.38) 4-5 7/32 (1352) 1-11 7/8 (606) 2-2 3/4 (678) 4.43 (0.41) 2935 1-9 7/8 (556) 2-6 23/32 (780) 4.66 (0.43) 4-1 7/32 (1250) 1-11 7/8 (606) 2-6 314 (780) 5.09 (0.47) 2939 1-9 7/8 (556) 2-10 23/32 (882) 5.27 (0.49) 3-9 7/32 (1149) 1-11 7/8 (606) 2-10 3/4 (882) 5.75 (0.53) 2943 E 1-9 7/8 (556) 3-2 27/32 (986) 5.9 (0.55) 3-5 7/32 (1047) 1-11 7/8 (606) 3-2 3/4 (983) 6.42 (0.60) 2947 E 1-9 7/8 (556) 3-6 23/32 (1085) 6.48 (0.60) 3-1 7/32 (946) 1-11 7/8 (606) 3-6 3/4 (1085) 7.08 (0.66) 2955 E 1-9 7/8 (556) 4-2 23/32 (1288) 7.7 (0.72) 2-5 7/32 (742) 1-11 7/8 (606) 4-2 3/4 (1288) 8.41 (0.78) 2959 E 1-9 7/8 (556) 4-6 23/32 (1390) 8.31 (0.77) 2-1 7132 (641) 1-11 7/8 (606) 4-6 3/4 (1390) 9.07 (0.84) 2963 E 1-9 7/8 (556) 4-10 23/32 (1491) 8.91 (0.83) 1-9 7/32 (539) 1-11 7/8 (606) 4-10 3/4 (1491) 9.73 (0.90) 2971 E T 1-9 7/8 (556) 5-6 23/32 (1694) 10.13 (0.94) 1-1 7/32 (336) 1-11 7/8 (606) 5-6 3/4 (1694) 11.06 (1.03) 2022-10-25 ELCA/ ELAWN-4 11708532 Architectural Detail Manual MARVIN" n Elevate Casement/Awning Egress and Vent Openings: Casement Opening Opening Egress Floor to Clear Opening Opening Vent CN Width Height Opening Opening Vent Width Vent Height Opening ft-in mm ft-in mm ft2 m2 ft-in mm ft-in mm ft-in mm ft2 m2 3331 1-11 1/4 (591) 2-2 23/32 (678) 4.31 (0.40) 4-5 7/32 (1352) 2-3 7/8 (708) 2-2 3/4 (678) 5.17 (0.48) 3335 1-11 1/4 (591) 2-6 23/32 (780) 4.96 (0.46) 4-1 7/32 (1250) 2-3 7/8 (708) 2-6 3/4 (780) 5.94 (0.55) 3339 1-11 1/4 (591) 2-10 23/32 (882) 5.60 (0.52) 3-9 7/32 (1149) 2-3 7/8 (708) 2-10 3/4 (882) 6.72 (0.62) 3343 E 1-11 1/4 (591) 3-2 27/32 (986) 6.27 (0.58) 3-5 7/32 (1047) 2-3 7/8 (708) 3-2 3/4 (983) 7.49 (0.70) 3347 E 1-11 1/4 (591) 3-6 23/32 (1085) 6.89 (0.64) 3-1 7/32 (946) 2-3 7/8 (708) 3-6 3/4 (1085) 8.27 (0.77) 3355 E 1-11 1/4 (591) 4-2 23/32 (1288) 8.18 (0.76) 2-5 7/32 (742) 2-3 7/8 (708) 4-2 3/4 (1288) 9.81 (0.91) 3359 E 1-11 1/4 (591) 4-6 23/32 (1390) 8.83 (0.82) 2-1 7/32 (641) 2-3 7/8 (708) 4-6 3/4 (1390) 10.59 (0.98) 3363 E 1-11 1/4 (591) 4-10 23/32 (1491) 9.48 (0.88) 1-9 7/32 (539) 2-3 7/8 (708) 4-10 3/4 (1491) 11.36 (1.06) 3371 E T 1-11 1/4 (591) 5-6 23/32 (1694) 10.77 (1.00) 1-1 7/32 (336) 2-3 7/8 (708) 5-6 3/4 (1694) 12.91 (1.20) 3731 2-3 1/4 (692) 2-2 23/32 (678) 5.05 (0.47) 4-5 7/32 (1352) 2-7 7/8 (810) 2-2 3/4 (678) 5.91 (0.55) 3735 E 2-3 1/4 (692) 2-6 23/32 (780) 5.81 (0.54) 4-1 7/32 (1250) 2-7 7/8 (810) 2-6 3/4 (780) 6.80 (0.63) 3739 E 2-3 1/4 (692) 2-10 23/32 (882) 6.57 (0.61) 3-9 7/32 (1149) 2-7 7/8 (810) 2-10 3/4 (882) 7.68 (0.71) 3743 E 2-3 1/4 (692) 3-2 27/32 (986) 7.35 (0.68) 3-5 7/32 (1047) 2-7 7/8 (810) 3-2 3/4 (983) 8.57 (0.80) 3747 E 2-3 1/4 (692) 3-6 23/32 (1085) 8.08 (0.75) 3-1 7/32 (946) 2-7 7/8 (810) 3-6 3/4 (1085) 9.45 (0.88) 3755 E 2-3 1/4 (692) 4-2 23/32 (1288) 9.59 (0.89) 2-5 7/32 (742) 2-7 7/8 (810) 4-2 3/4 (1288) 11.22 (1.04) 3759 E 2-3 1/4 (692) 4-6 23/32 (1390) 10.35 (0.96) 2-1 7/32 (641) 2-7 7/8 (810) 4-6 3/4 (1390) 12.11 (1.12) 3763 E 2-3 1/4 (692) 4-10 23/32 (1491)1 11.11 (1.03) 1-9 7/32 (539) 2-7 7/8 (810) 4-10 3/4 (1491) 12.99 (1.21) 3771 E T 2-3 1/4 (692) 5-6 23/32 (1694) 12.62 (1.17) 1-1 7/32 (336) 2-7 7/8 (810) 5-6 3/4 (1694) 14.76 (1.37) NOTE:3735 will meet national egress if the sill height is within 44"(1118) of the floor. Code restrictions may vary depending on local building codes. 2022-10-25 ELCA/ ELAWN-5 11708532 Architectural Detail Manual MARVI NJ - Elevate Casement/Awning Daylight Measurements: Casement Daylight Daylight Daylight Daylight Daylight Daylight CN Opening Width Opening Height Sq Feet CN Opening Width Opening Height Sq Feet ft-in mm ft-in mm ft' m2 ft-in mm ft-in mm ft2 m2 1731 0-10 25/32 (274) 2-1 29/32 (658) 1.94 (0.18) 3331 2-2 25/32 (680) 2.1 29/32 (658) 4.82 (0.45) 1735 0-10 25/32 (274) 2-5 29/32 (760) 2.24 (0.21) 3335 2-2 25/32 (680) 2.5 29132 (760) 5.57 (0.52) 1739 0-10 25/32 (274) 2-9 29/32 (861) 2.54 (0.24) 3339 2-2 25/32 (680) 2-9 29/32 (861) 6.31 (0.59) 1743 0-10 25/32 (274) 3.2 1132 (966) 2.85 (0.26) 3343 2-2 25/32 (680) 3-2 1/32 (966) 7.08 (0.66) 1747 0-10 25/32 (274) 3-5 29132 (1065) 3.14 (0.29) 3347 2-2 25/32 (680) 3-5 29/32 (1065) 7.80 (0.72) 1755 0-10 25/32 (274) 4-1 29/32 (1268) 3.74 (0.35) 3355 2-2 25/32 (680) 4-1 29/32 (1268) 9.29 (0.86) 1759 0-10 25/32 (274) 4-5 29/32 (1369) 4.04 (0.38) 3359 2-2 25/32 (680) 4-5 29/32 (1369) 10.03 (0.93) 1763 0-10 25132 (274) 4.9 29/32 (1471) 4.34 (0.40) 3363 2-2 25/32 (680) 4-9 29/32 (1471) 10.77 (1.00) 1771 T 0-10 25/32 (274) 5-5 29/32 (1674) 4.94 (0.46) 3371 T 2-2 25132 (680) 5-5 29/32 (1674) 1226 (1.14) 2131 1-2 25/32 (376) 2-1 29/32 (658) 2.66 (0.25) 3731 2-6 25/32 (782) 2-1 29/32 (658) 5.54 (0.51) 2135 1-2 25/32 (376) 2-5 29/32 (760) 3.07 (0.29) 3735 2-6 25/32 (782) 2-5 29/32 (760) 6.40 (0.59) 2139 1-2 25/32 (376) 2-9 29/32 (861) 3.48 (0.32) 3739 2-6 25132 (782) 2-9 29/32 (861) 7.25 (0.67) 2143 1-2 25/32 (376) 3-2 1/32 (966) 3.91 (0.36) 3743 2-6 25132 (782) 3-2 1132 (966) 8.13 (0.76) 2147 1-2 25/32 (376) 3-5 29/32 (1065) 4.30 (0.40) 3747 2-6 25/32 (782) 3-5 29/32 (1065) 8.96 (0.83) 2155 1-2 25/32 (376) 4-1 29/32 (1268) 5.13 (0.48) 3755 2-6 25/32 (782) 4-1 29132 (1268) 10.67 (0.99) 2159 1-2 25/32 (376) 4-5 29/32 (1369) 5.54 (0.51) 3759 2-6 25/32 (782) 4-5 29/32 (1369) 11.53 (1.07) 2163 1-2 25/32 (376) 4-9 29/32 (1471) 5.95 (0.55) 3763 2-6 25/32 (782) 4-9 29/32 (1471) 12.38 (1.15) 2171 T 1-2 25/32 (376) 5-5 29132 (1674) 6.77 (0.63) 3771 T 2-6 25/32 (782) 5-5 29/32 (1674) 14.09 (1.31) 2531 1-6 25/32 (477) 2-1 29/32 (658) 3.38 (0.31) 2535 1-6 25/32 (477) 2-5 29/32 (760) 3.90 (0.36) 2539 1-6 25/32 (477) 2-9 29/32 (861) 4.43 (0.41) 2543 1-6 25132 (477) 3-2 1/32 (966) 4.96 (0.46) 2547 1-625/32 (477) 3-529/32 (1065) 5.47 (0.51) 2555 1-625/32 (477) 4-1 29/32 (1268) 6.51 (0.61) 2559 1-6 25/32 (477) 4-5 29/32 (1369) 7.03 (0.65) 2563 1-6 25/32 (477) 4-9 29/32 (1471) 7.56 (0.70) 2571 T 1-6 25/32 (477) 5-5 29/32 (1674) 8.6 (0.80) 2931 1-10 25/32 (579) 2-1 29/32 (658) 4.10 (0.38) 2935 1-10 25/32 (579) 2-5 29/32 (760) 4.73 (0.44) 2939 1-10 25/32 (579) 2-9 29/32 (861) 5.37 (0.50) 2943 1-10 25/32 (579) 3-2 1/32 (966) 6.02 (0.56) 2947 1-10 25/32 (579) 3-5 29/32 (1065) 6.63 (0.62) 2955 1-10 25/32 (579) 4-1 29/32 (1268) 7.90 (0.73) 2959 1-10 25/32 (579) 4-5 29/32 (1369) 8.53 (0.79) 2963 1-10 25/32 (579) 4-9 29/32 (1471) 9.17 (0.85) 2971 T 1-10 25/32 (579) 5-5 29/32 (1674) 10.43 (0.97) 2022-10-25 ELCA/ ELAWN-6 11708532 Architectural Detail Manual MARVIN' Elevate Casement/Awning Vent and Daylight Measurements: Awning Opening Opening Vent Daylight Daylight Daylight CN Vent Width Vent Height Opening Opening Width Opening Height Sq Feet ft-in mm ft-in mm ft2 m2 ft-in mm ft-in mm ft2 m2 2519 1-7 7/8 (505) 1-2 7/8 (377) 2.05 (0.19) 1-6 25/32 (477) 1-1 29/32 (353) 1.82 (0.17) 2523 1-7 7/8 (505) 1-6 7/8 (478) 2.60 (0.24) 1-6 25/32 (477) 1-5 29/32 (455) 2.34 (0.22) 2527 1-7 718 (505) 1-10 7/8 (580) 3.15 (0.29) 1-6 25/32 (477) 1-9 29/32 (557) 2.86 (0.27) 2535 1-7 7/8 (505) 2-6 7/8 (783) 4.25 (0.40) 1-6 25/32 (477) 2-5 29/32 (760) 3.90 (0.36) 2539 1-7 7/8 (505) 2-10 7/8 (885) 4.81 (0.45) 1-6 25/32 (477) 2-9 29/32 (861) 4.43 (0.41) 2547 1-7 7/8 (505) 3-6 7/8 (1088) 5.91 (0.55) 1-6 25/32 (477) 3-5 29/32 (1065) 5.47 (0.51) 2919 1-11 7/8 (606) 1-2 7/8 (377) 2.46 (0.23) 1-10 25/32 (579) 1-1 29/32 (353) 2.20 (0.20) 2923 1-11 7/8 (606) 1-6 7/8 (478) 3.12 (0.29) 1-10 25/32 (579) 1-5 29/32 (455) 2.84 (0.26) 2927 1-11 7/8 (606) 1-10 7/8 (580) 3.79 (0.35) 1-10 25/32 (579) 1-9 29/32 (557) 3.47 (0.32) 2935 1-11 7/8 (606) 2-6 7/8 (783) 5.11 (0.47) 1-10 25/32 (579) 2-5 29/32 (760) 4.73 (0.44) 2939 1-11 7/8 (606) 2-10 7/8 (885) 5.77 (0.54) 1-10 25/32 (579) 2-9 29/32 (861) 5.37 (0.50) 2947 1-11 7/8 (606) 3-6 7/8 (1088) 7.10 (0.66) 1-10 25/32 (579) 3-5 29/32 (1065) 6.63 (0.62) 3319 2-3 7/8 (708) 1-2 7/8 (377) 2.87 (0.27) 2-2 25/32 (680) 1-1 29/32 (353) 2.59 (0.24) 3323 1 2-3 7/8 (708) 1-6 7/8 (478) 3.64 (0.34) 2-2 25/32 (680) 1-5 29/32 (455) 3.33 (0.31) 3327 2-3 7/8 (708) 1-10 718 (580) 4.42 (0.41) 2-2 25/32 (680) 1-9 29/32 (557) 4.08 (0.38) 3335 2-3 7/8 (708) 2-6 7/8 (783) 5.97 (0.55) 2-2 25/32 (680) 2-5 29/32 (760) 5.57 (0.52) 3339 2-3 718 (708) 2-10 7/8 (885) 6.74 (0.63) 2-2 25/32 (680) 2-9 29/32 (861) 6.31 (0.59) 3347 2-3 7/8 (708) 3-6 7/8 (1088) 8.29 (0.77) 2-2 25/32 (680) 3-5 29/32 (1065) 7.80 (0.72) 3719 2-7 7/8 (810) 1-2 7/8 (377) 3.28 (0.30) 2-6 25/32 (782) 1-1 29132 (353) 2.97 (0.28) 3723 2-7 7/8 (810) 1-6 7/8 (478) 4.17 (0.39) 2-6 25/32 (782) 1-5 29/32 (455) 3.83 (0.36) 3727 2-7 7/8 (810) 1-10 7/8 (580) 5.05 (0.47) 2-6 25/32 (782) 1-9 29/32 (557) 4.69 (0.44) 3735 2-7 7/8 (810) 2-6 7/8 (783) 6.82 (0.63) 2-6 25132 (782) 2-5 29/32 (760) 6.40 (0.59) 3739 2-7 7/8 (810) 2-10 7/8 (885) 7.71 (0.72) 2-6 25/32 (782) 2-9 29/32 (861) 7.25 (0.67) 3747 2-7 7/8 (810) 3-6 7/8 (1088) 9.48 (0.88) 2-6 25/32 (782) 3-5 29/32 (1065) 8.96 (0.83) 4119 2-11 7/8 (911) 1-2 7/8 (377) 3.69 (0.34) 2-10 25/32 (884) 1-1 29/32 (353) 3.36 (0.31) 4123 2-11 7/8 (911) 1-6 7/8 (478) 4.69 (0.44) 2-10 25/32 (884) 1-5 29/32 (455) 4.33 (0.40) 4127 2-11 7/8 (911) 1-10 7/8 (580) 5.69 (0.53) 2-10 25/32 (884) 1-9 29/32 (557) 5.29 (0.49) 4135 2-11 718 (911) 2-6 7/8 (783) 7.68 (0.71) 2-10 25/32 (884) 2-5 29/32 (760) 7.23 (0.67) 4139 2-11 7/8 (911) 2-10 7/8 (885) 8.68 (0.81) 2-10 25/32 (884) 2-9 29/32 (861) 8.19 (0.76) 4147 2-11 7/8 (911) 3-6 7/8 (1088) 10.67 (0.99) 2-10 25/32 (884) 3-5 29/32 (1065) 10.13 (0.94) 4919 3-7 7/8 (1114) 1-2 7/8 (377) 4.52 (0.42) 3-6 25/32 (1087) 1-1 29/32 (353) 4.13 (0.38) 4923 3-7 7/8 (1114) 1-6 7/8 (478) 5.74 (0.53) 3-6 25/32 (1087) 1-5 29/32 (455) 5.32 (0.49) 4927 3-7 7/8 (1114) 1-10 7/8 (580) 6.96 (0.65) 3-6 25/32 (1087) 1-9 29/32 (557) 6.51 (0.60) 4935 3-7 7/8 (1114) 2-6 7/8 (783) 9.39 (0.87) 3-6 25/32 (1087) 2-5 29/32 (760) 8.89 (0.83) 4939 3-7 7/8 (1114) 2-10 7/8 (885) 10.61 (0.99) 3-6 25/32 (1087) 2-9 29132 (861) 10.08 (0.94) 4947 3-7 7/8 (1114) 3-6 7/8 (1088) 13.05 (1.21) 3-6 25/32 (1087) 3-5 29/32 (1065) 12.45 (1.16) 2022-10-25 ELCA/ ELAWN-7 11708532 Architectural Detail Manual MARVI W - Elevate Casement/Awning Daylight Measurement: Transom Daylight Daylight Daylight CN Opening Width Opening Height Sq Feet ft-in mm ft-in mm ft2 m2 1716 0-10 25132 (274) 0-10 17/32 (268) .79 (0.07) 1719 0-10 25/32 (274) 1-1 29/32 (353) 1.04 (0.10) 2116 1-2 25/32 (376) 0-10 17/32 (268) 1.08 (0.10) 2119 1-2 25/32 (376) 1-1 29/32 (353) 1.43 (0.13) 2516 1-6 25/32 (477) 0-10 17/32 (268) 1.38 (0.13) 2519 1-6 25/32 (477) 1-1 29/32 (353) 1.82 (0.17) 2916 T 1-10 25/32 (579) 0-10 17/32 (268) 1.67 (0.15) 2919 T 1-10 25/32 (579) 1-1 29/32 (353) 2.2 (0.20) 3316 T 2-2 25/32 (680) 0-10 17/32 (268) 1.96 (0.18) 3319 T 2-2 25/32 (680) 1-1 29/32 (353) 2.59 (0.24) 3716 T 2-6 25/32 (782) 0-10 17/32 (268) 2.25 (0.21) 3719 T 2-6 25/32 (782) 1-1 29/32 (353) 2.97 (0.28) 4116 T 2-10 25/32 (884) 0-10 17/32 (268) 2.55 (0.24) 4119 T 2-1025/32 (884) 1-1 29/32 (353) 3.36 (0.31) 4916 T 3-6 25/32 (1087) 0-10 17/32 (268) 3.13 (0.29) 4919 T 3-6 25/32 (1087) 1-1 29/32 (353) 4.13 (0.38) 5716 T 4-2 25/32 (1290) 0-10 17/32 (268) 3.72 (0.35) 5719 T 4-2 25/32 (1290) 1-1 29/32 (353) 4.91 (0.46) 7316 T 5-6 25/32 (1696) 0-10 17/32 (268) 4.89 (0.45) 7319 T 5-6 25/32 (1696) 1-1 29/32 (353) 6.45 (0.60) 2022-10-25 ELCA/ ELAWN-8 11708532 Architectural Detail Manual MARVIN" - Elevate Casement/Awning Daylight Measurement: Picture Daylight Daylight Daylight Daylight Daylight Daylight CN Opening Width Opening Height Sq Feet CN Opening Width Opening Height Sq Feet ft-in mm ft-in mm ft2 m= ft-in mm ft-in mm ft2 m= 1719 0-10 25/32 (274) 1-1 29/32 (353) 1.04 (0.10) 2919 1-10 25/32 (579) 1-1 29/32 (353) 2.20 (0.20) 1723 1 0-10 25/32 (274) 1-5 29/32 (455) 1.34 (0.12) 2923 1-10 25/32 (579) 1-5 29/32 (455) 2.84 (0.26) 1727 0-10 25/32 (274) 1-9 29/32 (557) 1.64 (0.15) 2927 1-10 25/32 (579) 1-9 29/32 (557) 3.47 (0.32) 1731 0-10 25/32 (274) 2-1 29/32 (658) 1.94 (0.18) 2931 1-10 25/32 (579) 2-1 29/32 (658) 4.10 (0.38) 1735 0-10 25/32 (274) 2-5 29/32 (760) 2.24 (0.21) 2935 1-10 25/32 (579) 2-5 29/32 (760) 4.73 (0.44) 1739 0-10 25/32 (274) 2-9 29/32 (861) 2.54 (0.24) 2939 1-10 25/32 (579) 2-9 29/32 (861) 5.37 (0.50) 1743 0-10 25/32 (274) 3-2 1/32 (966) 2.85 (0.26) 2943 1-10 25/32 (579) 3-2 1/32 (966) 6.02 (0.56) 1747 0-10 25/32 (274) 3-5 29/32 (1065) 3.14 (0.29) 2947 1-10 25/32 (579) 3-5 29/32 (1065) 6.63 (0.62) 1755 0-10 25/32 (274) 4-1 29/32 (1268) 3.74 (0.35) 2955 1-10 25/32 (579) 4-1 29132 (1268) 7.90 (0.73) 1759 0-10 25/32 (274) 4-5 29/32 (1369) 4.04 (0.38) 2959 1-10 25/32 (579) 4-5 29/32 (1369) 8.53 (0.79) 1763 0-10 25/32 (274) 4-9 29/32 (1471) 4.34 (0.40) 2963 1-10 25/32 (579) 4-9 29/32 (1471) 9.17 (0.85) 1771 T 0-10 25/32 (274) 5-5 29/32 (1674) 4.94 (0.46) 2971 T 1-10 25/32 (579) 5-5 29/32 (1674) 10.43 (0.97) 2119 1-2 25/32 (376) 1-1 29/32 (353) 1.43 (0.13) 3319 2-2 25/32 (680) 1-1 29/32 (353) 2.59 (0.24) 2123 1-2 25/32 (376) 1-5 29/32 (455) 1.84 (0.17) 3323 2-2 25/32 (680) 1-5 29/32 (455) 3.33 (0.31) 2127 1-2 25/32 (376) 1-9 29/32 (557) 2.25 (0.21) 3327 2-2 25/32 (680) 1-9 29/32 (557) 4.08 (0.38) 2131 1-2 25/32 (376) 2-1 29/32 (658) 2.66 (0.25) 3331 2-2 25/32 (680) 2-1 29/32 (658) 4.82 (0.45) 2135 1-2 25/32 (376) 2-5 29/32 (760) 3.07 (0.29) 3335 2-2 25/32 (680) 2-5 29/32 (760) 5.57 (0.52) 2139 1-2 25/32 (376) 2-9 29132 (861) 3.48 (0.32) 3339 2-2 25/32 (680) 2-9 29/32 (861) 6.31 (0.59) 2143 1-2 25/32 (376) 3.2 1/32 (966) 3.91 (0.36) 3343 2-2 25/32 (680) 3-2 1132 (966) 7.08 (0.66) 2147 1-2 25/32 (376) 3-5 29/32 (1065) 4.30 (0.40) 3347 2-2 25/32 (680) 3-5 29/32 (1065) 7.80 (0.72) 2155 1-2 25/32 (376) 4-1 29/32 (1268) 5.13 (0.48) 3355 2-2 25/32 (680) 4-1 29/32 (1268) 9.29 (0.86) 2159 1-2 25/32 (376) 4-5 29/32 (1369) 5.54 (0.51) 3359 2-2 25/32 (680) 4-5 29/32 (1369) 10.03 (0.93) 2163 1-2 25/32 (376) 4-9 29/32 (1471) 5.95 (0.55) 3363 2-2 25/32 (680) 4-9 29/32 (1471) 10.77 (1.00) 2171 T 1-2 25/32 (376) 5-5 29/32 (1674) 6.77 (0.63) 3371 T 2-2 25/32 (680) 5-5 29/32 (1674) 12.26 (1.14) 2519 1-6 25/32 (477) 1-1 29/32 (353) 1.82 (0.17) 3719 2-6 25/32 (782) 1-1 29/32 (353) 2.97 (0.28) 2523 1-6 25/32 (477) 1-5 29/32 (455) 2.34 (0.22) 3723 2-6 25/32 (782) 1-5 29/32 (455) 3.83 (0.36) 2527 1-6 25/32 (477) 1-9 29132 (557) 2.86 (0.27) 3727 2-6 25/32 (782) 1-9 29/32 (557) 4.69 (0.44) 2531 1-6 25/32 (477) 2-1 29/32 (658) 3.38 (0.31) 3731 2-6 25/32 (782) 2-1 29/32 (658) 5.54 (0.51) 2535 1-6 25/32 (477) 2-5 29/32 (760) 3.90 (0.36) 3735 2-6 25/32 (782) 2-5 29/32 (760) 6.40 (0.59) 2539 1-6 25/32 (477) 2-9 29/32 (861) 4.43 (0.41) 3739 2-6 25/32 (782) 2-9 29/32 (861) 7.25 (0.67) 2543 1-6 25/32 (477) 3-2 1132 (966) 4.96 (0.46) 3743 2-6 25/32 (782) 3-2 1/32 (966) 8.13 (0.76) 2547 1-6 25/32 (477) 3-5 29/32 (1065) 5.47 (0.51) 3747 2-6 25/32 (782) 3-5 29/32 (1065) 8.96 (0.83) 2555 1-6 25/32 (477) 4-1 29/32 (1268) 6.51 (0.61) 3755 2-6 25/32 (782) 4-1 29/32 (1268) 10.67 (0.99) 2559 1-6 25/32 (477) 4-5 29/32 (1369) 7.03 (0.65) 3759 2-6 25/32 (782) 4-5 29/32 (1369) 11.53 (1.07) 2563 1-6 25/32 (477)1 4-9 29/32 (1471) 7.56 (0.70) 3763 2-6 25/32 (782) 4-9 29/32 (1471) 12.38 (1.15) 2571 T 1-6 25/32 (477)1 5-5 29/32 (1674) 8.60 (0.80) 3771 T 2-6 25/32 (782)1 5-5 29/32 (1674) 14.09 (1.31) 2022-10-25 ELCA/ ELAWN-9 11708532 Architectural Detail Manual MARVIN' Elevate Casement/Awning Daylight Measurement: Picture Daylight Daylight Daylight Daylight Daylight Daylight CN Opening Width Opening Height Sq Feet CN Opening Width Opening Height Sq Feet ft-in mm ft-in mm ft2 m2 ft-in mm ft-in mm ft2 m2 4119 2-10 25132 (884) 1-1 29132 (353) 3.36 (0.31) 7319 5-6 25/32 (1696) 1-1 29/32 (353) 6.45 (0.60) 4123 1 2-10 25132 (884) 1-5 29/32 (455) 4.33 (0.40) 7323 5-6 25/32 (1696) 1-5 29/32 (455) 8.31 (0.77) 4127 2-10 25/32 (884) 1-9 29/32 (557) 5.29 (0.49) 7327 5-6 25/32 (1696) 1-9 29/32 (557) 10.16 (0.94) 4131 2-10 25132 (884) 2-1 29/32 (658) 6.26 (0.58) 7331 5-6 25/32 (1696) 2-1 29/32 (658) 12.02 (1.12) 4135 2-10 25132 (884) 2-5 29/32 (760) 7.23 (0.67) 7335 5-6 25/32 (1696) 2-5 29/32 (760) 13.87 (1.29) 4139 2-10 25/32 (884) 2-9 29/32 (861) 8.19 (0.76) 7339 5-6 25/32 (1696) 2-9 29/32 (861) 15.73 (1.46) 4143 2-10 25/32 (884) 3-2 1/32 (966) 9.19 (0.85) 7343 5-6 25/32 (1696) 3-2 1/32 (966) 17.64 (1.64) 4147 2-10 25/32 (884) 3-5 29/32 (1065) 10.13 (0.94) 7347 5-6 25/32 (1696) 3-5 29/32 (1065) 19.44 (1.81) 4155 2-10 25/32 (884) 4-1 29/32 (1268) 12.06 (1.12) 7355 5-6 25/32 (1696) 4-1 29/32 (1268) 23.15 (2.15) 4159 2-10 25/32 (884) 4-5 29/32 (1369) 13.03 (1.21) 7359 T 5-6 25/32 (1696) 4-5 29/32 (1369) 25.01 (2.32) 4163 2-10 25/32 (884) 4-9 29/32 (1471) 13.99 (1.30) 4171 T 2-10 25/32 (884) 5-5 29/32 (1674) 15.92 (1.48) 4919 3-6 25/32 (1087) 1-1 29/32 (353) 4.13 (0.38) 4923 3-6 25132 (1087) 1-5 29/32 (455) 5.32 (0.49) 4927 3-6 25/32 (1087) 1-9 29/32 (557) 6.51 (0.60) 4931 3-6 25/32 (1087) 2-1 29/32 (658) 7.70 (0.72) 4935 3-6 25/32 (1087) 2-5 29/32 (760) 8.89 (0.83) 4939 3-6 25/32 (1087) 2-9 29/32 (861) 10.08 (0.94) 4943 3-6 25/32 (1087) 3-2 1/32 (966) 11.3 (1.05) 4947 3-6 25132 (1087) 3-5 29/32 (1065) 12.45 (1.16) 4955 3-6 25/32 (1087) 4-1 29/32 (1268) 14.83 (1.38) 4959 3-6 25/32 (1087) 4-5 29/32 (1369) 16.02 (1.49) 4963 3-6 25/32 (1087) 4-9 29/32 (1471) 17.21 (1.60) 4971 T 3-6 25/32 (1087) 5-5 29132 (1674) 19.59 (1.82) 5719 4-2 25/32 (1290) 1-1 29/32 (353) 4.91 (0.46) 5723 4-2 25/32 (1290) 1-5 29132 (455) 6.32 (0.59) 5727 4-2 25/32 (1290) 1-9 29/32 (557) 7.73 (0.72) 5731 4-2 25/32 (1290) 2-1 29/32 (658) 9.14 (0.85) 5735 4-2 25/32 (1290) 2-5 29/32 (760) 10.55 (0.98) 5739 4-2 25/32 (1290) 2-9 29/32 (861) 11.96 (1.11) 5743 4-2 25/32 (1290) 3-2 1/32 (966) 13.42 (1.25) 5747 4-2 25/32 (1290) 3-5 29/32 (1065) 14.78 (1.37) 5755 4-2 25/32 (1290) 4-1 29/32 (1268) 17.60 (1.64) 5759 4-2 25/32 (1290) 4-5 29/32 (1369) 19.02 (1.77) 5763 4-2 25/32 (1290) 4-9 29/32 (1471) 20.43 (1.90) 5771 T 1 4-2 25/32 (1290) 5-5 29/32 (1674) 23.25 (2.16) 2022-10-25 ELCA/ELAWN-10 11708532 Architectural Detail Manual MARVI N" Elevate Casement/Awning Minimum and Maximum Guidelines Minimum and Maximum Guidelines-Standard Product Frame Size Unit Type Min Width Min Height Max Width Max Height CN CN in mm in mm in mm in mm ELCA(OP) 1731 16 (406) 311/8 (791) 3771 36 (914) 711/8 (1807) ELCA(STAT) 1731 16 (406) 311/8 (791) 3771 36 (914) 711/8 (1807) ELAWN(OP) 2519 24 (610) 19 1/8 (486) 4947 48 (1219) 47 1/8 (1197) ELAWN(STAT) 2519 24 (610) 19 1/8 (486) 4947 48 (1219) 47 1/8 (1197) ELCA P 1719 16 (406) 19 1/8 (486) 7359 72 (1829) 59 1/8 (1502) 5771 56 (1422) 71 1/8 (1807) ELCA TR 1716 16 (406) 15 3/4 (400) 7319 72 (1829) 19 1/8 (486) Minimum and Maximum Guidelines-IZ3 Product Frame Size Unit Type Min Width Min Height Max Width Max Height CN CN in mm in mm in mm in mm ELCA(OP) 1731 16 (406) 31118 (791) 3771 36 (914) 711/8 (1807) ELCA(STAT) 1731 16 (406) 311/8 (791) 3771 36 (914) 711/8 (1807) ELAWN(OP) 2519 24 (610) 19 1/8 (486) 4947 48 (1219) 47 118 (1197) ELAWN(STAT) 2519 24 (610) 19 1/8 (486) 4947 48 (1219) 47 1/8 (1197) ELCA P 3739 36 (914) 39 1/8 (994) 7355 72 (1829) 55 1/8 (1400) 5771 56 (1422) 71118 (1807) ELCA TR 1719 16 (406) 19 118 (486) 3316 32 (813) 15 3/4 (400) 2116 20 (508) 15 3/4 (400) 3316 32 (813) 15 3/4 1 (400) NOTE:Special sizes are available in 1164"increments, not to exceed the maximum or minimum available sizes listed above. 2022-10-25 ELCA/ ELAWN-11 11708532 Architectural Detail Manual MARVIN' r Elevate Casement/Awning Certified Sizes and Ratings: Standard Product and IZ3 Air Tested Water Certification Max Max Product to psf Tested Rating Overall Overall p to psf Width Height Elevate Casement 1.57 7.5 LC-PG50-C 36 71 1/8 (3771) Elevate Awning 1.57 7.5 LC-PG50-AP 48 47 1/8 (4947) Elevate Casement 157 7.5 LC-PG50-FW 72 59 1/8 Picture (7359) Elevate Casement 1.57 7.5 LC-PG50-FW 56 71 1/8 Picture (5771) Air Tested Water Certification Max Max Product to psf Tested Rating Overall Overall to psf Width Height Elevate Casement IZ3 1.57 8.35 LC-PG55-C 36 71 1/8 (3771) Elevate Awning 1.57 8.35 LC-PG55-AP 48 47 1/8 IZ3 (4947) Elevate Casement 1.57 8.35 LC-PG55-FW 56 71 1/8 Picture IZ3 (5771) Elevate Casement 157 8.35 LC-PG55-FW 72 55 1/8 Picture IZ3 (7355) 2022-10-25 ELCA/ ELAWN-12 11708532 Architectural Detail Manual MARVIN" - Elevate Casement/Awning Measurement Conversions and Egress Formulas Unit Measurement From To Width Height Rough Opening in mm in mm Masonry Opening Rough Opening +1/2 (13) +1l4 (06) OM of Frame Rough Opening +1 (25) +1/2 (13) Daylight Opening Rough Opening +6 7/32 (158) +5 23/32 (145) Frame in mm in mm Daylight Opening OM of Frame +5 7/32 (132) +5 7132 (132) Sash In mm In mm OM of Frame OM of Sash -1 11/16 (43) -1 11/16 (43) Daylight Opening OM of Sash +3 17/32 (90) +3 17/32 (90) Glass in mm in mm OM of Frame Glass(Standard Units) -4 3/16 (106) -4 3/16 (106) OM of Frame Glass(IZ3 Units) -4 21/64 (110) -4 21/64 (110) Daylight Opening Glass(Standard Units) +1 1/32 (26) +1 1/32 (26) Daylight Opening Glass(IZ3 Units) +7l8 (22) +7/8 (22) Screen in mm In mm OM of Frame OM of Aluminum Screen -3 29/64 (88) -3 59/64 (100) Daylight Opening OM of Aluminum Screen +1 49/64 (45) +1 19/64 (33) OM of Frame OM of Wood Veneer Screen -3 1/2 (89) -3 31/32 (101) Daylight Opening OM of Wood Veneer Screen +1 23/32 (44) +1 1/4 (32) Egress Calculations for Special Sizes Minimum Value for Net Clear Opening Desired Dimension Formula 20"(508) Frame RO of 30"(762)and greater Std.Hinge Opening Width(inches) =Frame OMW-8.758"(222) 20"(508) Frame RO of 27 1/8"(689)-29 63/64"(792) Egress Hinge Opening Width(inches) =Frame OMW-6.125"(156) 24"(610) - Egress Opening Height(inches) =Frame OMH-4.420"(112) 5.7 square feet(53) Egress Opening Area(sq.ft.) =(Egress Width x Egress Height)/144 Egress Measurements for Operating Casements Clear Opening Width ------------ JL S rn c c Code restrictions may vary depending on your local building codes.For additional information contact your local department for IBC or IRC requirements. 2022-10-25 ELCA/ ELAWN-13 11708532 Architectural Detail Manual MARVIN" Elevate Casement/Awning Mulling Guidelines Factory Mulled Casement/Awning Assemblies .Assemblies up to 7 units wide by 1 unit high MAXIMUM ROUGH OPENING not to exceed 113"(2870)x 71 5/8"(1819) .Assemblies up to 4 units wide by 5 units high MAXIMUM ROUGH OPENING not to exceed 85"(2159)x 94 3/4"(2407) NOTE:Field mulling beyond the above limitations is not recommended. Certified Mull Limits: WDMA Hallmark certified to AAMA 450 -If assemblies have individual units that have a lower design pressure than the mull,the entire assembly is rated at the lower design pressure. -Mull certification includes mull clips(nail fin installation)or mull brackets(masonry installation)fastened at all mull points. -Items not included in certified mull: Standard mull assemblies, field mull assemblies, Elevate Round Tops. -Assemblies up to 7 units wide by 1 unit high-Maximum Rough Opening not to exceed 113"(2870)x 71 5/8"(1819) -Assemblies up to 4 units wide by 5 units high-Maximum Rough Opening not to exceed 85"(2159) x 94 3/4" (2407) Rough Opening for Assemblies *WIDTH: Frame Width=ADD Frame Widths+ 1"(25) . Tolerance= 1/2"(13) from frame to Rough Opening at left and right jamb. .HEIGHT: Frame Height=ADD Frame Heights+ 1/2"(13) .Tolerance= 1/2"(13)from frame to Rough Opening at head jamb. Ll 3 Units Wide 1 Unit High 2 Units Wide 1 Unit High 4 Units Wide 1 Unit High 2 Units Wide 2 Units High 2022-10-25 ELCA/ ELAWN-14 11708532 Architectural Detail Manual MARVIN Elevate Casement/Awning IZ3 Mulling Guidelines Factory Mulling The Elevate Casement may be mulled to Elevate Casement products, Direct Glaze Polygon, and Round Tops. •Standard mull limits(all factory mulls) Maximum Mulled Assembly RO Size •4 units wide x 1 unit high- 113"(2870)x 71 5/8"(1819) •4 units wide x 5 unit high-85"(2159)x 94 3/4" (2407) •Field Mulling beyond the above limitations is not recommended IZ3 Certified Mull Limits: WDMA Hallmark certified to AAMA 450. •If assemblies have individual units that have a lower design pressure than the mull; the entire assembly is rated at the lower design pressure. •Mull certification includes 12"mull brackets fastened at all mull joints. •Items not included in certified mulls: Standard mull assemblies, Elevate Direct Glaze Round Tops, Elevate Aluminum Direct Glaze Round Tops. 1 Directional Mull Limits Product Max Span Max TW or TH Max R.O. DP Elevate Casement Vertical Mulling IZ3 71 1/8"(1807) 56"(1422) 113"(2870)x 71 5/8" (1819) +55/-65 Elevate Casement Horizontal Mulling IZ3 72"(1829) 47 18"(1197) 73"(1854)x 94 3/4" (2407) +55/-65 •Standard Mulls are not certified A •Assembly DP is lowest DP of mull or any product Max Tw 56" •Stepped Mulls are not certified _T •Tributary Width or Tributary Height= 1/2A+ 1/26 Span 71-1/8" B 2 Wide 2 High Directional Mull Limits Span 72" •2 Wide 2 High Directional Mull Limits •Standard Mulls are not certified •Max assembly RO size—73"(1854)x 94 3/4"(2407) •Max TH—47-1/8"(1197), Span—72"(1829) .No non-reinforced mull joints Max TH 47-1/8 •Reinforcement is continuous across horizontal member 2022-10-25 ELCA/ ELAWN-15 11708532 Architectural Detail Manual MARVIN® Elevate Casement/Awning Standard Unit Measurements: Casement Casement Unit Measurements Width Masonry Rough Frame Daylight CN Opening Opening Size Sash Size Screen OM Opening ft-in mm ft-in mm ft-in mm ft-in mm ft-in mm ft-in mm 17 1-4 1/2 (419) 1-5 (432) 1-4 (406) 1-2 5/16 (364) 1-0 9/16 (319) 0-10 25/32 (274) 21 1-8 1/2 (521) 1-9 (533) 1-8 (508) 1-6 5/16 (465) 1-4 9/16 (421) 1-2 25/32 (376) 25 2-0 1/2 (622) 2-1 (635) 2-0 (610) 1-10 5/16 (567) 1-8 9/16 (522) 1-6 25/32 (477) 29 2-4 1/2 (724) 2-5 (737) 2-4 (711) 2-2 5/16 (668) 2-0 9/16 (624) 1-10 25/32 (579) 33 2-8 1/2 (826) 2-9 (838) 2-8 (813) 2-6 5/16 (770) 24 9/16 (726) 2-2 25/32 (680) 37 3-0 1/2 (927) 3-1 (940) 1 3-0 (914) 2-10 5/16 (872) 2-8 9/16 (827) 2-6 25/32 (782) Casement Unit Measurements Height Masonry Rough Frame Daylight CN Opening Opening Size Sash Size Screen OM Opening ft-in mm ft-in mm ft-in mm ft-in mm ft-in mm ft-in mm 31 2-7 3/8 (797) 2-7 5/8 (803) 2-7 1/8 (791) 2-5 7/16 (748) 2-3 7/32 (691) 2-1 29/32 (658) 35 2-11 3/8 (899) 2-11 5/8 (905) 2-11 1/8 (892) 2-9 7/16 (849) 2-7 7132 (793) 2-5 29/32 (760) 39 3-3 3/8 (1000) 3-3 5/8 (1006) 3-3 1/8 (994) 3-1 7/16 (951) 2-11 7/32 (895) 2-9 29/32 (861) 43 3-7 112 (1105) 3-7 3/4 (1111) 3-7 1/4 (1099) 3-5 9/16 (1056) 3-3 11/32 (999) 3-2 1/32 (966) 47 3-11 3/8 (1203) 3-11 5/8 (1210) 3-11 1/8 (1197) 3-9 7/16 (1154) 3-7 7/32 (1098) 3-5 29/32 (1065) 55 1 4-7 3/8 (1407) 4-7 5/8 (1413) 4-7 1/8 (1400) 4-5 7/16 (1357) 4-3 7/32 (1301) 4-1 29/32 (1268) 59 4-11 3/8 (1508) 4-11 5/8 (1514) 4-11 1/8 (1502) 4-9 7/16 (1459) 4-7 7/32 (1403) 4-5 29/32 (1369) 63 5-3 3/8 (1610) 5-3 5/8 (1616) 5-3 1/8 (1603) 5-1 7/16 (1561) 4-11 7/32 (1504) 4-9 29/32 (1471) 71 5-11 3/8 (1813) 5-11 5/8 (1819) 5-11 1/8 (1807) 5-9 7/16 (1764) 5-7 7/32 (1707) 5-5 29/32 (1674) NOTE:For standard or IZ3 casement elevations, visit:www.marvin.com 2022-10-25 ELCA/ ELAWN-16 11708532 Architectural Detail Manual MARVI N' Elevate Casement/Awning Standard Unit Measurements: Awning Awning Unit Measurements Width Daylight Masonry Rough Frame Sash Size Screen OM Opening CN Opening Opening Size ft-in mm ft-in mm ft-in mm ft-in mm ft-in mm it-in mm 25 2-0 1/2 (622) 2-1 (635) 2-0 (610) 1-10 5/16 (567) 1-8 9/16 (522) 1-6 25/32 (477) 29 2-4 1/2 (724) 2-5 (737) 24 (711) 2-2 5/16 (668) 2-0 9/16 (624) 1-10 25/32 (579) 33 2-8 1/2 (826) 2-9 (838) 2-8 (813) 2-6 5/16 (770) 2-4 9/16 (726) 2-2 25/32 (680) 37 3-0 1/2 (927) 3-1 (940) 3-0 (914) 2-10 5/16 (872) 2-8 9/16 (827) 2-6 25/32 (782) 41 34 1/2 (1029) 3-5 (1041) 34 (1016) 3-2 5/16 (973) 3-0 9/16 (929) 2-10 25/32 (884) 49 4-0 1/2 (1232) 4-1 (1245) 4-0 (1219) 3-10 5/16 (1176) 3-8 9/16 (1132) 3-6 25/32 (1087) Awning Unit Measurements Height Masonry Rough Frame Sash Size Screen OM Daylight CN Opening Opening Size Opening ft-in mm ft-in mm ft-in mm ft-in mm ft-in mm ft-in mm 19 1-7 3/8 (492) 1-7 5/8 (498) 1-7 1/8 (486) 1-5 7/16 (443) 1-3 7/32 (387) 1-1 29/32 (353) 23 1-11 3/8 (594) 1-11 5/8 (600) 1-11 1/8 (587) 1-9 7/16 (545) 1-7 7/32 (488) 1-5 29/32 (455) 27 2-3 3/8 (695) 2-3 5/8 (702) 2-3 1/8 (689) 2-1 7/16 (646) 1-11 7/32 (590) 1-9 29/32 (557) 35 2-11 3/8 (899) 2-11 5/8 (905) 2-11 1/8 (892) 2-9 7/16 (849) 2-7 7/32 (793) 2-5 29/32 (760) 39 3-3 3/8 (1000) 3-3 5/8 (1006) 3-3 1/8 (994) 3-1 7/16 (951) 2-11 7/32 (895) 2-9 29/32 (861) 47 1 3-11 3/8 (1203) 3-11 5/8 (1210) 3-11 1/8 (1197) 3-9 7/16 (1154) 3-7 7/32 (1098) 3-5 29/32 (1065) 2022-10-25 ELCA/ ELAWN-17 11708532 Architectural Detail Manual MARVI N" Elevate Casement/Awning Standard Unit Measurements: Picture Casement/Awning Picture Unit Measurements Width Masonry Rough Frame Daylight CN Opening Opening Size Sash Size Opening ft-In mm ft-in mm ft-in mm ft-in mm ft-in mm 17 1-4 1/2 (419) 1-5 (432) 14 (406) 1-2 5/16 (364) 0-10 25/32 (274) 21 1-8 1/2 (521) 1-9 (533) 1-8 (508) 1-6 5/16 (465) 1-2 25/32 (376) 25 2-0 1/2 (622) 2-1 (635) 2-0 (610) 1-10 5/16 (567) 1-6 25/32 (477) 29 2-4 1/2 (724) 2-5 (737) 24 (711) 2-2 5/16 (668) 1-10 25/32 (579) 33 2-8 1/2 (826) 2-9 (838) 2-8 (813) 2-6 5/16 (770) 2-2 25/32 (680) 37 3-0 1/2 (927) 3-1 (940) 3-0 (914) 2-10 5/16 (872) 2-6 25132 (782) 41 3-4 112 (1029) 3-5 (1041) 34 (1016) 3-2 5/16 (973) 2-10 25/32 (884) 49 4-0 1/2 (1232) 4-1 (1245) 4-0 (1219) 3-10 5/16 (1176) 3-6 25/32 (1087) 57 4-8 1/2 (1435) 4-9 (1448) 4-8 (1422) 4-6 5/16 (1380) 4-2 25/32 (1290) 73 6-0 1/2 (1842) 6-1 (1854) 6-0 (1829) 5-10 5/16 (1786) 5-6 25132 (1696) Casement/Awning Picture Unit Measurements Height Masonry Rough Frame Daylight CN Opening Opening Size Sash Size Opening ft-in mm ft-in mm ft-in mm ft-In mm ft-in mm 19 1-7 3/8 (492) 1-7 5/8 (498) 1-7 1/8 (486) 1-5 7/16 (443) 1-1 29/32 (353) 23 1-11 3/8 (594) 1-11 518 (600) 1-11 1/8 (587) 1-9 7/16 (545) 1-5 29/32 (455) 27 2-3 3/8 (695) 2-3 5/8 (702) 2-3 1/8 (689) 2-1 7/16 (646) 1-9 29/32 (557) 31 2-7 3/8 (797) 2-7 5/8 (803) 2-7 1/8 (791) 2-5 7/16 (748) 2-1 29/32 (658) 35 2-11 3/8 (899) 2-11 5/8 (905) 2-11 1/8 (892) 2-9 7/16 (849) 2-5 29/32 (760) 39 1 3-3 3/8 (1000) 3-3 5/8 (1006) 3-3 1/8 (994) 3-1 7116 (951) 2-9 29/32 (861) 43 3-7 1/2 (1105) 3-7 3/4 (1111) 3-7 114 (1099) 3-5 9/16 (1056) 3-2 1/32 (966) 47 3-11 3/8 (1203) 3-11 518 (1210) 3-11 1/8 (1197) 3-9 7/16 (1154) 3-5 29/32 (1065) 55 4-7 3/8 (1407) 4-7 5/8 (1413) 4-7 1/8 (1400) 4-5 7/16 (1357) 4-1 29/32 (1268) 59 4-11 3/8 (1508) 4-11 518 (1514) 4-11 1/8 (1502) 4-9 7/16 (1459) 4-5 29/32 (1369) 63 5-3 3/8 (1610) 5-3 5/8 (1616) 5-3 1/8 (1603) 5-1 7/16 (1561) 4-9 29/32 (1471) 71 5-11 3/8 (1813) 5-11 5/8 (1819) 5-11 1/8 (1807) 5-9 7/16 (1764) 5-5 29/32 (1674) 2022-10-25 ELCA/ ELAWN-18 11708532 Architectural Detail Manual MARVIN TECHNICA SPECIFICATIONS ELEVATE MARVIN ELEVATE' COLLECTION F� [EC Dw " MAR - 5 2025 1 -) VILLAGE OF RYE BROOK BUILDING DEPARTMENT Mr _ rtiA 91 � E l O 00 OD 00 -4 CA W W W — � O CO O CO O Cfl O -L O CO -4 Ln W O 00 11 Ln Ln .P CO W N z D cn m oo O Z cn cn v D v 0 0 0 v v v v 0 D 0 0 r' O p = r O G� c - c z r r r O D > F- O O O O D D D --i m c v r "^ -1 v v c c cn cn v c c c c z rn m m m -� z m r O cn z z m 0 � oo m m m oo vo 0o v m Z n rn Cl) v D Cl)0 z o � Z � r � � � � rn rn c � o O G� G� z m m rn rn m G� Z m z O z �, O c z z z z z ��„ G� � v � p G) � � D r g c -� � C C C C � -I -I � O Z -n m � N m c m m O m z v v z z z z + xv0 m z rn z zO m �r > O D Ccrn� m z = n< �O z 0 Cl) Z Z O Cf)- n v 0rn 1 .m Dn O o z C O OZD G) O O X Dz z 0 z � N Km D X X C)= p O -0 D z v m v �' m c D .° -v O 9 m O G) O z cn D z m r- m D m C) O r r m C) O z Cl) m c� 0 z r m 0 n O z --i z r• CD c i.v (D m� 0- (D CD (D 0 O O a C 0 CD v D a L N (D CD (D 0 0 D O 0 v (D (o (n CD v (D O n a (D sv a w w v cr m n O CAD D (D '� O 3 _ 3 O 0 cn < o (D 3 o < _ v Q O < (D o (D ZT -0 cn 0 0 (D (n 7- 0 CQ (D (n (D CD _-r m CD 3 0 O 0 (D � CD (D (� • � tv � � a CD (n� (D cD sv 3 Cn O CD a O CD -s < 3 O CD O m 3 CD M cn a (D CD (D 0 z < � a n' (D -0 n C� Q. � v n D- O N. < CD (7 O `< Q 0 (D CD -� o v v T (D CD 3.v (n � -- O CD CD C � 3 m CT O CD :3 O o =C: O CS N CD 0 = v � v � a n Sv CD (n 0 07 CD (D 0 CD a O (_ cn 3 w 0 CD m tv (D (D N W r N_ �1 ^^<cri 0 (.C) ' w CT 0 3 Z) CD 0 07 (D C7 ((DD 0 O 0 c—DD Cn Dv (D v v N v LT (D 0 C) O v cn cD r* 3 0 cn D-0 0 cD v G7 a o� m 3 � v CD (D N (D Cl) (XD 0 n v v � � a Cn CD c r v a� o� 0-0 v 0-0 m (D 2 � � v (n = O N O (D cn O O < Q r- (D D v cn G) G) v Q v <�� o v<(0 C)7 o r m G) � v 70 cD a (n a) Q(D (D � =7 C: CD HBO OC7�OC LJLJT�JIJL- �' ul LJ 0 O m -n 0 E c cD (D 3 cn _0 CD 3CD �. (n o CD O O C3� 0 O 0 n o N , 0' D cD 0 -_ < n sv v CT CD tv 0- �. o 3 (o 0 O o -+, Z' CD v ° . (n CD � o o CD O m D CD (Z CD C O O -+,2. 0 -0 3 (S 3 cD Z. O m (D 0 0 O CD 3 v CD M cn m 0 CD m =3 3 L (T CD (n CD C) a < o C/)M(C) �Ecm r CO c^ UmmJ /W U J v D m Q v cn N N 0 r r cD v CD G) G) D (I� (v 3 cy- CD (D � C7 Cn 0 0 1-7 3/8 (492) 1-7 5/8 (498) 1-7 1 /8 (486) 1-1 29/32 (353) m N m D z W m z w v D rn cn U cy -p r Co Go CD r,• c� 3. m (D v (n CD CD M cn sv m (D CD cn (D cn v D ;u < ID Q v (n �, v 0 0 (20 UJ W^ U J ❑ ❑ cnw'�. 0 0- r- ( v cn G) El I v D N< C 0 07 cn G) v D (n v � 0 0 r CD m cn n O (D I cn Q n 0- (D (n 0 O a (D (Q D Ca - CD n Z3 n O a a 0 O 0 (D (n (n v a v (D O a C� N' (D Q V o� v< rnz �r- m Z < m r_ m I c cn O r r C) O z D ;I7 z Cl) - OO -imcno -4ii m ii CD CA) o (n D v --1 0 � W � 0)Q a-- Cl)CD c7 CD=3 cn �' N Q. w p- cn Q m QCl _ C:. CD `n 3 D o a h O m 3<cn a m (n °° Q O m �• 0 c� N O m 0 v Z r► O cn WCD < D 0 W CD C/) m _ - Cc CD a W N fl- C W CD'0 C 0 W 0 (n m W CCD m W CD CD cQ- a' x n �± -"< W CD 07 CD CD W O o. W CD n - v O =3 cn O CDC =' v CD v r O �. O CD 0 c a CD --NSS C LO cn =3 =7 3 O 3 a 5-113/8 1 .. 5-11 5/8 (1819) 5-3 3l8' 1610 5-3 5/8 (1616) 4-11 3/8 1508 4-11 5/8 1514) _ 44 3/8 (1406:, 4-7 5/8 (1413) ' 3-11 5/8 (1210) 1 3-7 3/4 (1111 },�.�.� i 3 3 5/8, (1006) 2-11 5/8 (905) '' 2-7 5/8 (803),; p ,,;►. O �p El 5-11'.1/8 (1$07) 5-5 29/32 (1674) 5-3 1/8 03 (16) . :� 4-9 29/32 (1471) x „' 3-5 29/32 (1065) 3-2 1/32 (966) Raw 2-9 29/32"(861) 2-5 29/32 (760) 2-1 29/32 (658) 3 ..r _ , 4-5 29/32 (1369) _ , _ 4-1 29/32 (1268) m r n D m r D m r 0 D m r m r D m r D m m r r D D m r O -�� O W N --4-4� CIl Cr w v W 4 4 m r C� D m D m D N m D N m D® N m D® N m m N® D® ® D m D -_ - N CD N ;a W 0a W v W Ul CO cn cn A �I la W co co N >. W m m m m m m m m m 0 D D D D D H D® D® D D N N N N N N N 4 CC-n k++ cn A A W W W co CD cn �1 W CO cn —� m m m m m m r m m m n D n n n N N N N N N N N N Cfl v —' W (0 w w co m m m m m m m m m m m m m m m r 0 D w w w w w w w w W W W W W W (D CJi v W C-n m m m m rill m m m m m m m r (7 D w w D W w w w w w W W v W Cfl CA -I w CD Cr W m --Im m m m m m m Masonry Opening v D 2 0 0) a 3 x Frame Size W N .00 Rough Opening ^ � � N 0 u 71 O a ''1 o 3 (� N `� CD -0 cn -0 CD L CD CD 3 CQ 1 O • ^ � W N Masonry Opening CD I CD a-- ---� L w cij Q. Cl) Frame Size i Rough Opening 4� v N O iU 0 r-T O y CCDD O -0 N CD =3 CD tQ � (n N r m O CD 0 cn W O W N N N N N Cb O 00 N^ ^ -� CJI 03 00 s W N co W Oo ^ N W N) CID `. 0 N W W W W to O N Cp N 0 N F'+ r- 0 n (n O CD C 0- W o CD 0- CD �• cnCD (n - a O O 3 CD ,-0- O CD • O O's O OK G MZ n M 9 M z D Z 5-11 3/8 (1813) 5-3 3/8 (1610) 4-11 3/8 (1508) 4-7 3/8 (1406) 3-11 3/8 (1203) 3-7 1/2 (1105) 3-3 3/8 (1000) 2-11 3/8 (898) 2-7 3/8 (797) N � c N 0 0 D CA)m -0 � 5-11 5/8 (1819) 5-3 5/8 (1616) 4-11 5/8 (1514) 4-7 5/8 (1413) 3-11 5/8 (1210) 3-7 3/4 (1111) 3-3 5/8 (1006) 2-11 5/8 (905) 2-7 5/8 (803) -- O < > > «w cn� o �_ 5-11 1 /8 (1807) 5-3 1 /8 (1603) 4-11 1 /8 (1502) 4-7 1 /8 (1400) 3-11 1 /8 (1197) 3-7 1 /4 (1099) 3-3 1 /8 (994) 2-11 1 /8 (892) 2-7 1 /8 (791) 3 3 Q < v' n� a c — iv �, v c� rn z �QCD— Q n v� m Q 9 rm- cD v cOnQa m rn m - CD Co CD o 3 * �% v m Z v o m // ,\ m---/- � m m r- m m m fTl CD CD N O r _ r r r _ r r r r r N N N -.1. F= C1 m Cp 3 < � D C) C) 11 C) n \ n n C� (� ao �o co Ei-rn Q- 0 0 0 0 0 0 C W Co ' n \ / �l \ / w \ / CO C JI C N O CNC CN CN - �; CN CN CN CN NC CN CO W cn _a < cn < < < < < < < < < r- Cn �: 0 r-► n m < v CU C7 En- cn m -� (D v o O CD -a Q C C)_ Z (D v Cn CD C) T. m m m m m m m m WwW ... -0 (D n r /\ r r r r r r r- � O CQ'D^ N D //\\ D ///:11 D .// \\\ rQ iv O \ / W \ / Crt \ / cn \ / \ / \ / (') \ / cn / W O C:)N O CA)Co cn w (n cn.* (� N \ / N \ / N N N N N N N O CC) � x I_ N) �; o cD U) D < cD CD v 3 c: o - v -0 o o � (n v rn r r / \ rn /\ DO� / ND N D D D D o 6 N N cn 0) N r 1 CD v Cn Cn Cn Cn Cn Cn Cn CJt N N C7 .-+ / O \ / \ / Cil\ / A w W W N N N N \ / N Cfl C31 - < cc cn CD 3 0 CD v o g `< 3 (D Q Q -,, CD o - _ 0 - m m - m m m C) // \\ C)// \\ r / \ rm- / \ r / \ CD � / ' \ \ N / \ N N / \ N / \ N / \ D / \ D / \ D / \ o, co 00 CD v rn con =- _ = con QU cNo cNo N \ / w \ / o \ / \ / v \ / w \ / (D NC \ / CN \ , CN \ , CN \ , N) \ , N o m m. _. ____ m m m C m r / \ m / \ m / m / \ m / \ rn / \ m / \ m / \ m / \ / \ r / \ r / \ r r r r r r cn cn cn / \ C7 / \ C) C)/ \ C� / \ C7 / \ C� / \ C) / \ D / \ n / \ w / \ w / \ w / \ w / \ W / \ W / \ D / \ D / \ D �^' W w w w W w w CA) W W v W Cal C l A w W O O N \ / Cn W Cn \ / \ / N N \ / N N N \ / \ / N \ / W \ / w m m m m m m / \ / \ / \ / \ / \ m m m rn m m m / \ / \ / \ / \ r / \ r / \ r / \ r / \ r / \ r r r m C) n n 0 C) / \ C) / \ C) / \ C) / \ r / \ 0) a 0)D / \ / \ / \ / \ D D n w / \ w / \ w / \ w / \ w / \ w / \ �,, / \ c,, / \ D v W VJl Cn A W W _a W Cb N CA) (n \ / CJ Cl) \ / rQ \ / N) \ / CN L / C \ / m \ / m \ / m \ / m \ / m \ / m \ / m 5-11 3/8 (1813) 5-3 3/8 (1610) 4-11 3/8 (1508) 4-7 3/8 (1406) 3-11 3/8 (1203) 3-7 1/2 (1105) 3-3 3/8 (1000) 2-11 3/8 (898) 2-7 3/8 (797) N c C� 5-11 5/8 (1819) 5-3 5/8 (1616) 4-11 5/8 (1514) 4-7 5/8 (1413) 3-11 5/8 (1210) 3-7 3/4 (1111) 3-3 5/8 (1006) 2-11 5/8 (905) 2-7 5/8 (803) 0 O 0 5-11 1 /8 (1807) 5-3 1 /8 (1603) 4-11 1 /8 (1502) 4-7 1 /8 (1400) 3-11 1 /8 (1197) 3-7 114 (1099) 3-3 1 /8 (994) 2-11 1 /8 (892) 2-7 1 /8 (791) 3 3 Q V � cn 9 m r" m m m m m m m m Z 0 LD D D D D 0 D O D D O a-,o 0) �l _1 � 0)Cn Cn A � w W W N N N W O Cn �I co � Co � � � � � � � ^ / / / \ \ \ m / // \ \\ m // \\ m // \\ m e , r- / \ r- / \ m / m C� C) Cr) Cr) / / \ / \ / \ D D D - D D D D D D C) C) N N N N N N N N ^^ � 0)(n Cn l� A W W W Cn Cn N W CD C.71 \1 W O Cn -► N -P ^ w \ / W \ / W \ / W v IF m r r m r r r r =El �� C) C) C) 0 C7 C) n C) a o cn N N N N N N N N ^_ 4 cn cn CF) cn Can A A W W W 00 co N C W O cn \! W Co cn N cn .., m , \ m / \ m / \ m v / \ / \ m =/\ m / \ m / \ n n C) C7 C) C� r r r o � (A cn cn ? p N O O Oj N W co cn \I W W W W W W W W W W Co CJl A O j w W W .A m m \ / m \ / m m \ , -0 \ / \ / \ / \ / \ / (D -0 CD D v D C C CU C Q x. x X. x =+ CD CD 3 0- c 3CD 03 C 3 C N 0 C r. o 0 0 0 0 D > r / m / \ m / \ m / \ m / \ m / \ / \ mo�oo < 3 1 C J C (l� c� c� c� c> c� m m m o o N N __CD rn w W W W) Cl)W w W W O �. Q Q w w � w w �w41. m co Q 0-z m m \\ // m \\ /� m \ / m v O (D— (Dz �+ rn c cn Z Z3 O o o .-. r. N ;::w O ._: O C_� X X CDD � (D Cfl = 3 CD CD CD / \ / \ / \ / \ / \ / \ o m Q Q / \ m / \ m / \ m / \ m / \ m / \ m / \ m �• r r r r r r r r m ooc� CD � C)OD C) C) C) n C) C) C) _ D > > > > > D D n _ O W � v v -4 -4 - W v- N O X w w w -4 W w w cn w c w N m A m L m \ / m co- v � o <_ z C) Cn -Ti O D r m � Cn o 5-11 3/8 (1813) 5-3 3/8 {1610) 4-11 3/8 (1508) 4-7 3/8 (1406) 3-11 3/8 (1203) 3-7 1/2 (1105) 3-3 3/8 (1000) 2-11 3/8 (898) 2-7 3/8 (797) m � i 0 if: cn 0 � O -0 D �� o 11 � 70 cD 5-11 5/8 (1819) 5-3 5/8 (1616) 4-11 5/8 (1514) 4-7 5/8 (1413) 3-11 5/8 (1210) 3-7 3/4 (1111) 3-3 5/8 (1006) 2-11 5/8 (905) 2-7 5/8 (803) 3 � > > r~ -., (D � v : v 5-11 1/8 (1807) 5-3 1/8 (1603) 4-11 1/8 (1502) 4-7 1/8 (1400) 3-11 1/8 (1197) 3-7 1/4 (1099) 3-3 1/8 (994) 2-11 1/8 (892) 2-7 1/8 (791) 3 3 Q ♦^ < o� U, rnZ r. c� cfl (D N C) m °' C)r v a w ZT a CnCn 3�. Q m m W, cn C)rn < n fl cn n m m mQ ° CD< m T p --a v v v v v v O 0') N cn -4 w = C.) ro cn CD °CT � w o CT W cD Ul °) 0 �_► z• A A A jl A A A A A W CID 0 ° o 0 m � v n m 0, m CD ° m O (D Q- CD -0 (DIGCD Cn c> ° h C7 �- O T. Co CDCDCD cn v O -,, O ( CD CDD m© m m m CDm m m m / \ / \ / \ / \ / \ 0, O N U) n m r r m m m r r t w o Co CO N D D D D D D O D O D O D O Cb CD 03 � N N N N � N � N N � N � = C) C) N C) O C O 3 A A A A A A A N -1 N O ;� * .2 Cl �[ 1� cn D •x D o ° � CD �, o C o v O o vco CD D CD CD C O Cl. Q m CD --I n Ul W N O m n N O m n N Cn m n N Cn m n N O m nCD N O n D N n D N n D N �-. N N O x X 3 Cfl O CD < m3 O WCC < U1 CD < cn CT < A �CC! G A WCC G O co < O WC < O WC < OO w N A CD 01 O Ccn O -- CD o' D m m m m m 5-11 3/8 (1813) 5-3 318 (1610) 4-11 3/8 (1508) 4-7 3/8 (1407) 3-11 3/8 (1203) 3-7 1/2 (1105) 3-3 3/8 (1000) 2-11 3/8 (899) 2-7 3/8 (797) 2-3 3/8 (695) 1-11 3/8 (594) 1-7 3/8 (492) o -n O O 5-11 5/8 (1819) 5-3 5/8 (1616) 4-11 5/8 (1514) 4-7 5/8 (1413) 3-11 5/8 (1210) 3-7 3/4 (1111) 3-3 5/8 (1006) 2-11 5/8 (905) 2-7 5/8 (803) 2-3 5/8 (702) 1-11 5/8 (600) 1-7 5/8 (498) o — 5-11 1 J8 (1807) 5-3 1!8 (1603} 4-11 1!8 (1502) 4-7 1 /8 (1400) 3-11 1 /8 (1197) 3-7 1 /4 (1099) 3-3 1 /8 (994) 2-11 1 /8 (892) 2-7 1 /8 (791) 2-3 1 /8 (689) 1-11 1 /8 (587) 1-7 1 /8 (486) - 3 3 5-5 29/32 (1674) 4-9 29/32 (1471) 4-5 29/32 (1369) 4-1 29/32 (1268) 3-5 29/32 (1065) 3-2 1/32 (966) 2-9 29/32 (861) 2-29 29/32 (760) 2-1 29/32 (658) 1-9 25/32 (557) 1-5 29/32 (455) 1-1 29/32 (353) 3 cn m ic r- m m m m m m m m m m m o -» rn p �n Z r r- r r r- r r r r- r r r- O .-. 1 C) n n n n n n n n n n n D D D D D D D D D D D D A A JJ m m m m m m m m m �� m m rQ- a N �� �� A d7 Cn Ul A A W W W N N w CD Ul �I w O Ul �I W CD CD v � A m m m m m m m m m m m m r r r- r- r r r- r r r r- r ;' n - C7 nHE] n n n n n n n n n N co 0 00 D D D D D D D D D D D D N -- EE:N) ® . O W N N N N N N N N N N N W O W- -4 � N) N N) 0) cn CP A A W W W N N N v W CD CIl �I W O C11 J W O W v w m m m m m m m m m m m m N N N rn e O N n n D D D D D D B D D D D D N C) rn cnN N N N N N N N N N N W C) CJl .- cn CJl Ul U1 Ul cn Ul U 1 cn U1 cn Ul N . O v O CIl cn A A co W co N N -' N W CD Ul -4 W Cfl Cn v W O 4A v v m r m m m m m m m m m m m -�NNN �AcnA n n n n n C) n n C� n n n [91 1 o— D D D D D D D D D D D D T -D T u -0 -u -O -0 T cn -:4 N N N tV N fV NLEH N N N N N N v O CD J Cfl O CD co CD Q0 (.0 CD CD W J O Ul Ul A A W W W N N IN N W O cn CD (n CD p Ul v O m m m m m m m m m m m m r r r r r r- r r r r- r r D N N N N n n n n n n n n n 0 n n co D D D D D D D D D D D N (.0 CO cn co CA) W W w W W W W w W w W w N v C, W w W -- W W co W w co W W w CO . I cn C" A A -� W W W N N N CID W Cfl cn -4 W CD cn v W O 0) d7 CO ' O r- r m m m m m m — m m m m m n r r r r r r r r r r r rvwwc�.l D n n n n n n n n n n n D D D D D D D D D D D rn o� o D -0 T -u -u -0 T T T -u N CD O wv w co W W co co co W W co Cl) C` -' A N v �! v v �! v --4 --4 --4 --4 --4 v W A O 07 Ul Ul A A W W co N N -•jj N C0 W O Ul -4 W O - U1 v co co v �! Cb N m m m m m m m m m m m m vr r r r r r r r r r r r _w co n n n n n n n n (� n NAUTA D D D D D D D D D D D C) u T T T -u -u -u T -0 -0 -u N A A A A A A A A A A A Ul O O N O CIl Ln A A W W W N N W -- co Ul �I - co O (11 v W O ^ O co O CvD A m m m m m m m m m m m m Dr r r r r r r r r r r r n n n n n n n n n n n w A A A 0 D D D D D D D D D D D 0) CD o A u T -D T N O CD CD O CD CD O O CD CD co CD N N N -4 0) cn cn A A W w w N N W W O Ul V W O Ul O N CJl N l w O N co i m m m m m m m m m m m m nr r r r r r r r r r r AAA A n n n n n n n D D D D D D D D D D D D N C70 O OJ D T D T -0T Iv cn J Ln Ul (Jl Cn Ul Ul U1 cn Ul Ul Ul (.n A A N CT I III CJl cn A A W W W N N co N A W O CJl �I Cl) CD cn-• --4 W O j w W N Ul O m m m m m m m m m m cnrna,o r C) r r r r r r r r r D D D D D D D D D D rj m T -u u I 1 -0 T T `l0000N W 4v v v v V -4 �l -4 W N Cal .. Ul A A w W W N N N A 00 DD Cr �l co (fl Ul -I w CD 0) N T N 4-11 3/8 (1508) 4-7 3/8 (1406) 3-11 3/8 (1203) 3-7 1 /2 (1105) 3-3 3/8 (1000) N � C -n 1-7 3/8 (492) 1-4 (406) v -n o c 0 � 0 O C D D O 0 p 00 Sv �_ 1-7 5J8 498 1-4 1 /4 41 O >> O �" N �_ CD 4-11 5/8 (1514) 4-7 5/8 (1413) 3-11 5/8 (1210) 3-7 3/4 (1111) 3-3 5/8 (1006) ^ ( ) ( 3) O ^ -- -^ CD -0 O o 2). 4/11 1/8 (1502) 4-7 1/8 (1400) 3-11 1/8 (1197) 3-7 1 /4 (1099) 3-3 1/8 (994) =+ 1-7 1 /8 {486) 1-3 3/4 (400) 3 3 3 < r Q v cn " 3 7 1-1 29/32 (353) 0-10 17/32 (268) `� " 3 c— (D v D 7C). N- � (D rn m N (D c 07 0 CD cl ClCID CD Q m :; R. �- �(n m h< r- r- r- r- (D m m A �n i� m y _ �. ,n n n n n r r Z o 00 =T D D D D D ^ C) C) O j m Q �: < FE-31 N W—� v n p 0 rm- rn rn o o 'CD (n{ N G� i� D ^ D D 3 p D D r O � n v -0 T v w CY) r- C: C) N Cn cn Cn (.n cn A N s < N Q (n n -4 -4 � -4 w `. A m m < v (D v N (n �- v o Cn v W o C7 Cn r r N o0 o w Z m v,: o c� R, m m rn rn CD i ; O cn CD cn n Cr-) r i C) C) { 9W ^ O D Ell,D D D D CD N N N CD ,�^ ^^U``J O Q- N N i. N W O Z V + W �f �. Cn Cn A A W O W CD CD Q •O v W o 0 (D a) 07 � 0 07 N m m o o o CD. CLOD CAD (p P� .;. ,; a:•r n n N rn a -► N N N U)7C3 ��-. Cn Ul A N CD N D (0 N x co a) v C) CD m O a 07 v m C7 7 cn N CD N N N v sv G� sv Q- m - A CIt ,-� << r r O (D v- Z7 0 n n o_i�� (!) W � ` / (n W sv Masonry Opening QPQ N J N (D °' Q a) o = 0 cn :. Q � co rn O _ 7 D � Z CD v o v c) CD () m m N N N N v v �� r"r n n NwCDdo 7:3CQ (n - O - Q > c„oo�` CD N (n (D co w O D O O WO O-------� F--------- 1-4 (406) v-n X 9 W < �' 1-4 1/4 (413) 0 3 �• M M N w w w (D 1-3 3/4 (400) 3 3 n n C) o C) RI N 0-11 5J8 (295) 3 3 �' (Nn m CO r w � w�o� 0 �, I N o D -z 0- I- N Frame Size s:, � `° °' � =' o (n - . Q {:: N (D �,, m m `N O L O n N W W W X Rough Opening D D m -� -� o A u' A CD o N � Z7 N O j� A A A C\I1 O p fV W N N co 0) _ O co CD A m m N n C7 W A A A D D b o o ., � N N N O N Cp N � W OW N (D ai -n o C� C) A p A '1 O N 00 O 00 7 N cn CD O A A N CAD _v _v T N' (D CO ^ ) 0 L CD _ _ P 2. O O N Cn � (fl O m m r r oa->C) C) C� N OD 00 N W N Cn ;U N CD A CD = W CA) A CO CA � O 3-11 3/8 (1203) 3-3 3/8 (1000} 2-11 3/8 (899) 2-3 3/8 (695) " 1-11 3/8 (594) 1-7 3J8 (492) v m � o 3-11 5/8 (1210) 3-3 5/8 (1006) 2-11 5/8 (905) 2-3 5/8 (702) 1-11 5/8 (600) 1-7 5/8 (498) o O 3-11 1/8 (1197) 3-3 1/8 (994) 2-11 1/8 (892) 2-3 1/8 (689) 1-11 1/8 (587) 1-7 1/8 (486) 3 B 3 3-5 29/32 (1065) 2-9 29/32 (861) 2-5 29/32 (760) 1-9 29/32 (557) 1-5 29/32 (455) 1-1 29/32 (353) � �- Z Z m m m rn m m , CD CDC D CDC CDC CDC a'oo Lrl CNn UNi UNi CNT1 (NJI (A N O v N 4 C-nn v W Cfl v v ai ,v �x+ m m m m rn m A cn A o�� Z f r-- Z Z Z Z Z W v �I O CJ1 �l w (o 6 `f y is. N'IVyN N Cm Cm Cm Cm m CCm Noocflco < < G W � 0 N Z Z Z Z Z Z N 03 W W CO W W W IV W W w W W W O C� A W W N N -I (?J �l CD Ul �I W C4 O r. N W W W m m rm m M m a) C) �,o � �.� x.x X.X c Z Z Z Z Z Z N� o� W � r W W W W W W N Q c c `D � w 00 o -•, _ 3 v � -0 � (D m ,< �' O O O O D D 3 -t C C o m (D Q Q = Cn to �; < � _ c o w p p v v Q N W W W v rn z c�D Z cD Ill r m r m r m �. cn .A < (n (n cy Z 07 Z Cl) , `< `< .n+ Z Z Z Z Z Z (`TI O O N -� A CTl O A j A A A �P W O N 's, O O O v Cfl CJ1 v W CO � v0 CD r-r O �« O ^i CD X X CD: CD < Q- Q- i (D CD Cil .z W -�h X 3 O CO x w A o p, v m m m m m m (D (D 1 D D D D D D o o� o � C C C C C C �- � A � < < < G < G tNJi � � . cn 4 n -4 w (0 CD ►K) D c w D 07 O D a CD _cn< CD N Q v Q Q m cn c� < cn N Q cn O D 3 < D Q 6 Wcn ' cn < 0 �. O CDcn 0 p < < 07 -0 h CD -t O CD O O- (D �_ n < Cn N CD < O 3 1 N cn cn CAD w X n O cn :3 CD 0 < CD o o cn -0 cn /}� CD � CD < < �F < o co Cn CD < < CD Cn < < < CD <_ CD < 0 CD Q O CD CD x r+ CD --s O -z D v m < cD Q D x X x. X =► C CD m 3 3 —I Q C C O K K c r C= cn o O o O 3 O v C C u (p CD CD FD- < < _ D _ cn M o cn a o o v v 6 � m m 00 r —cD CLZ 0z a CD m rn 07 z CD 0 cn o o a v h r: O o CD CD CD C x (O OD X O (D Q ,-+ c (D C CD Q c C D CD 0- O 3 O CD o x c X CD �_ cD CD � A_ - cn C� O 3 < 0 cn 3-11 3/8 (1203) 3-3 3/8 (1000) 2-11 3/8 (899) 2-3 3/8 (695) 1-11 3/8 (594) 1-7 3/8 (492) ;& N D 3-11 5/8 (1210) 3-3 5/8 (1006) 2-11 5/8 (905) 2-3 5/8 (702) 1-11 5/8 (600) 1-7 5/8 (498) Cn 0 O < C > 3-11 1 /8 (1197) 3-3 1 /8 (994) 2-11 1 /8 (892) 2-3 1 /8 (689) 1-11 1 /8 (587) 1-7 1 /8 (486) 3�� Q Z< ` CD Z Zm r m m m m m < m rn r � � > D r D D • F=7 Z lEd Z Z z N N N N N N N N cn -' A _ CJ1 \ W Ul \ \ N \ (.0 v l ) v N) N N / N '/ Nu N O N N j'— C7 O m m m m \ \ r \ \ r \ \ r \ Z z zz 000� N N / N N \ O O \\ W \\ \\ N \\ \ A A N A W N \ \ N A U1 \! W Coco N N N NNC NC CN / A Crl _ m m m \ mE m \ \ D / (p cn cr ' Z , Z A cn A z z z Z � W W W W W 1 W W \ GJE91 W \ W \ j O \ � '� '� Wrn N N N N \ \ \ \ \ m m m r m m \ r r Z z Z Z Z zW co CA)W W \I \ v \ \ 4 \ N \ \ co c Q0 \ \ \ (Wn \ \ \ W \ Co \ co N N) CNC CN / C , C , A m m m m \ m \ m \ r r r \ D D D / D / D / rn rn00 co co rn z z Z Z z zN N A A A O O N \ N \ N \ \ CO Ut v \ \ CO \\ UWi W \ (D \ �� N CN Cn \ m m rn m m �S / DS i wooco D �� z z Z Z Z Z A A A A A N N A A N (D \ W � \ N \ N \ \ W W A \ w ` w \ v \ W (O co A N v \ \ \ NC N \ CN \ CN \ p N \ N \ < < < n 3-11 3/8 (1203) 3-3 3/8 (1000) 2-11 3/8 (899) 2-3 3/8 (695) 1-11 3/8 (594) 1-7 3/8 (492) -n o O W D 3-11 5/8 (1210) 3-3 5/8 (1006) 2-11 5/8 (905) 2-3 5/8 (702) 1-11 5/8 (600) 1-7 5/8 (498) 3-11 1 /8 (1197) 3-3 1 /8 (994) 2-11 1 /8 (892) 2-3 1 /8 (689) 1-11 1 /8 (587) 1-7 1 /8 (486) 3 CL Z ^^Z V♦ m rn m _ m m m C)^ r D D D D D ' co N Cn W N ■ N ❑ . CO 4 (o CCCnco ICI CW (CD rn - m m m m m : CD Z Z z Z Z Z N N N N N N N N -x N (c) W N N O A O N \1 O CJl \! W O C C \ C C ` C ` C FF � C < \ < ` m m �// m �/ m '/ m '/ m / CxiCb co o o W W W W W W A A N 4 W Cl) W N N 00 N �I CD CJ1 \1 W O A C C C C CC C C31 m m m m // m // m 1p . r- I r- 1 �o ::E :�E o o z Z Z Z Z z -' 31 A W W N N Co co c 4 (.0C3i C WW CCO y CA)\ WCC WCC Fr.7&ild�M P,.�emut Check List&l j Zomg`AAnalysis` \ Address: L'` <- v W, . ,P I � t C Ora, `2q, Zone: - Use: ` Const.Type: Other. Submittal Date: ��S AF--) Revisions Submittal Dates: Applicant: Nature of Work U-) -� n Reviews:ZBA: MAR 0 7 2025p&. T: other. �NEED QK l Ll l—1�-Filing: BP• \fL, C/o. Flood Plane: Legalization: ( ) ( ) APP. Dated: Notarized: SBL: -'Truss I.D. Cross Connection: H.O.A.: ( ) ( ) Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening: ( ) ( ) ENVIRO:Long Shorn Fees: N/A: ( ) ( ) SITE PLAN.Topo: Site Protection: S/W Mgmt.: Tree Plan: Other: ( ) ( ) SURVEY:Dated: Current: Archival: S;aled: Unacceptable: ( ) ( �-AANS:Date Stamped 'Sealed: --- Copies: ' 2-Electronic ✓ Other. (�( ) License Workers Comp: Liability: Comp.Waiver. Other. ( ) ( ) CODE 753#: 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. ( ) ( ) FIRE SUPPRESSION.Plans: Permit N/A Other: ( ) ( ) H.V.A.C.: Plans: Permit N/A: Other. ( ) ( ) FUEL TANK Plans: Permit Fuel Type: Other. ( ) ( ) 2020 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. (a lll�B mtg.date: approval• A , I q-Z notes: -U. ( )ZBA mtg.date: approval• notes: ( )PB mtg.date: approvaL• notes: REQUIRED FJQSr NG PROPOSED NOTES PROVED Ate: Da�ti�APR 0 1 2025 Circle Fronta e Front Front Sides: Rear. Main Cov: Accs.Cor. Ft H Sb: Sd.H Sb: GFA: Tot.imp: Ft.Im : Height/Stories: notes: BULL TMENT MAR - 5 VILY) ' ".00K ZU25 938 KING E"AlrE BR i;3'rd,NY 10573 VILLAGE OF RYE BROOK .4 : 6�, BBULDING DEPARTMENT eki ov tt RRkt kR ktkikrtk##ittRt####t##Rtt#itrtt##rtrtrt##R#it#ttrt#tt1#ti#/##tiRtf###R#R###Rrt#Rtsif R#R#RtRt R##k#it►t R•#t# 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 ARR meeting. Applicants failing to submit a copy of this check list will be removed frorn the ARS agenda. 1 11 Job Address:4�-f, Date of Submission: Parcel ID#; Zone:-Q a� __ ? Proposed Improvement(Describe in e f1/�0 APPLICANT CHECK LIST: .._ MUST BE COMPLETED fib The following items must be submitted to the Building Dep ent by the applicant-no exceptions. Property Owner: 1. ( Completed Application �,� 2. Two(2)sets of sealed plans. (oc.fiui;+izc Ifn minum Address: _ /� —� towable plan size=�e' + :,;J vnw f 1".�f 7") Phone# r 6� X 3. ( Two(2)copies of the property survey. 4. ( ) wo(2)copies of the proposed site plan. Applicant appearing before the Board: ;(5. (✓jOne electronic/disc copy of the complete application materials. 6. ( )Filing Fee. Address: 7. (0 Any supporting documentation. Phone# /J� , g �� 9T�� 8. ( ) approval letter. (ijapplicabte) .�- 9. (r,�'Phothotographs. Architect/Engineer: $, 10.(KSamples of finishes/color chart. (a sample board or n model may be presented the night of the meeting) Phone#7.A .9 �# By signature below, the owner/applicant acknowledges that he/she has read the complete Building Permit Instructions&Procedures,and that their application is complete/n 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 S Sworn to before me this day of day of Gr 20-2-�- Signs re perry'Omer Signs re S�uI c L• P' N o of r p r nt a of Applicant Notary Public otary P II( Shadena Morant-Daniels GREGORYM.RIVERA t Pubiic, State of New Y0* ►try Public,State of New York 018tr} No.01RI6441398 )� 24-4986342 Qualified In Westchester County Qualified in King amount y 0 A Commission Expires September 26,20 6n/2024 OMMission Expires Sept. a, „�;.�, y Village of Rye Brook ML MR Agends FB SE Architectural Review Board Meeting AC AD Wednesday,March 19,2025 at 7:30 PM Village Hall,938 King Street JM SF 1. ITEMS: 1.1. ARB25-015 (Consent Agenda) Max Woltshock&Amanda Chiu 67 Rock Ridge Drive 5'high aluminum and chain link fences&gates. 1.2. ARB25-016(Consent Agenda) Frank Gabriel&Danna Gabriel 432 North Ridge Street Rooftop solar array. 1.3. ARB25-017 (Consent Agenda) Janine Hannon 20 Country Ridge Circle 5'high white vinyl fence and gate. 1.4. ARB25-018 (Consent Agenda) Mark Bronzo&Meredith Bronzo 8 BelleFair Road 5'high cedar fence with black welded wire and gates. 1.5. ARB25-019 (Consent Agenda) Michael Fisher&Jaclyn Fisher 108 Country Ridge Drive 4'high black aluminum fence and gates. Consent Agenda Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes Page 1 of 4 Architectural Review Board March 19,2025 1.6. ARB25-020 Thomas Tempesta&Jeannine Tempesta 29 Brook Lane 2nd story dormer addition. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.7. ARB25-021 (Amendment to Approved Plans) Vivian Nolan&Sonia Patel 4 Maple Court Construct second floor addition and new balcony. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.8. ARB25-022 Vivian Nolan&Sonia Patel 4 Maple Court In-ground swimming pool. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.9. ARB25-023 (Amendment to Approved Plans) Scott Schwartz&Stacy Schwartz 35 Meadowlark Road Siding,stone and roof material changes. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes Page 2 of 4 Architectural Review Board March 19,2025 1.10. ARB25-024 Washington Park Plaza Associates LLC 259,261,263,265 South Ridge Street New signs,"Rye Brook Wine&Spirit Shop",Villa Rustica Trattoria", "salon la bottega"&"Rye Ridge Cleaners". Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.11. ARB25-025 Win Ridge Realty LLC 14B Rye Ridge Plaza New awnings,"AAA" Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.12. ARB25-026 Michael Chiappini&Joanne Chiappini 10 Paddock Road Rear yard paver patio,steps to landing and gas fire pit. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.13. ARB25-027 Easwaran Nambudiri&Draupat Nambudiri 9 Castle View Court Window changes. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes Page 3 of 4 Architectural Review Board March 19,2025 1.14. ARB25-028 Eric Steinert&Caryn Steinert 24 Meadowlark Road Front porch roof extension,siding and roof changes. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.15. ARB25-029 Corey Shulman&Lindsay Shulman 40 Meadowlark Road Facade,windows,siding and roof material changes. Approvals: Motion NI Second Abstention Aye; 3 Nay; Adjournment; Notes P -1A te (� V 1.16. ARB25-030 Daniel Fix&Glenna Fix 7 Oriole Place Demo screened porch,construct new deck and interior alterations. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes NEXT MEETING: April 16, 2025 Page 4 of 4 � ';yrj i •j �t'� 4.•O�'t -ter"„ y1��► � -'' �d���f1_ •..� �V,t�� �5''}7: +'11CQ� Gmn�\.._ .��^^�!^ y{i1�pY .�\ `� <(�s)> � I,I,I,I,1,1 1;,11•1;1 � 1�{,,.1;1'1101;1::. 1;,11'PI 1 �t IRq;�11,11.1.11 - _ I;,IIh/►;1 �.{ ;�1101;1,� �a : 11�11 J .� .t. ,1`���i'�1 1{y:,�� 1 I; ♦.0 1 1 .!N � 1�11 ( J .��. { is_ .1 _�Je_. .as�„ 11,�•11�„i_.J� .t311p\11,�11_(:J �t 1 � 1 J ♦ 1 �y�<(0)>�. H c y W �•' � 4. IN 1 •_� w CZ _ '1 •.- y Z q. �I . f f<- Q o C0.t kectiol7 y U) OD U O C) c e •� ' �+ LU y c 04 tv 'tom LLJ m �y 4/�jp a� V• Lr o O w U) axi O o .. •mot L C y y •� ,` _ 1 n� H O � .a C IN 1�• ;+ co o)> '`�6<(0>► \.•J 411j,111- t, 11j,1� ''� J. .�1,j1) 11''lll: ♦. J`, 1'.1. .�' . . ,fir► `, ^ ,•,•/ �i^� 1./•1 �A� /•1.1 ^ 1.1.1 I ^� 1 1 1 A � � 1111••1./111 � /,11,I,I01" . J v :' � l A�� DATE(MMIDD/YYYY) C CERTIFICATE OF LIABILITY INSURANCE 2l24/2025 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 NAME: DKB Group, LLC PHONE FAX 7 Oak PI Ste 8 IAIC,No.Ertl: _ AIc No): Montclair NJ 07042 ADDRESS: INSURERS AFFORDING COVERAGE NAIC 0 INSURER A:Hudson Insurance Company 25054 INSURED DESIBUI-02 INSURER B: Design Build Consultants Inc. 1 Jofran Lane, Greenwich, CT 06830 INSURERC: P.O. Box 7818, Greenwich, CT 06836-7818 INSURERD: Greenwich CT 06830 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER:1797850482 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 TYPE OF INSURANCE 1 L VI POLICY NUMBER MGM/POLICY MM/DD/YYYY LIMITS POLICY EXP LTR COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE To RENTEU CLAIMS-MADE 7 OCCUR PREMISES Ea occurrence $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERALAGGREGATE $ POLICY JET LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident i UMBRELLA LIAR OCCUR EACH OCCURRENCE E EXCESS LIAR HCLAIMS-MADE AGGREGATE E DED RETENTION$ $ WORKERS COMPENSATION PER AND EMPLOYERS'LIABILITY Y/N STATUTE ERH ANYPROPRIETOR/PARTNER/EXECUTIVE ❑ N/A E.L.EACH ACCIDENT $ OFF ICER/M EMBER EXCLUDE D9 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE E If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT E A Professional Liability PRE!06 19 118593 3/31/2024 3/31/2025 Per Claim 1,000,000 Aggregate 2,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Village of Rye Brook 938 King Street Rye Brook, NY 10573 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD iYORtc Workers' CERTIFICATE OF STATE Compensation NYS WORKERS' COMPENSATION INSURANCE COVERAGE Board 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured Design Build Consultants Inc. 203-984-9463 PO Box 7818 Greenwich, CT 06836 1c.NYS Unemployment Insurance Employer Registration Number of Insured Work Location of Insured(Only required if coverage is specifically limited to 1d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-Up Policy) Number 13-3555388 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Village of Rye Brook 938 King Street 3b.Policy Number of Entity Listed in Box"l a" Rye Brook, NY 10573 12WECJH5667 3c.Policy effective period 02/01/2025 to 02/01/2026 3d.The Proprietor,Partners or Executive Officers are ❑ included.(Only check box if all partners/officers included) all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"I a"for workers' compensation under the New York State Workers'Compensation Law. (To use this forth, 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: Ellen Goldman (Print name of authorized representative or licensed agent of insurance carrier) Approved by: V Y&"Xalip 02/24/2025 (tignature) (Date) Vice President Title: Telephone Number of authorized representative or licensed agent of insurance carrier: 516-466-4200 C-105.2 (9-17) www.wcb.ny.gov -I C7 L �v �►t�+ �N:'b o O r m D =Q 5v > _ � o O n "v rn 0 7C rn �K0_ o �'1 zZ �� WZ5o 2 zz ;o z z �c�cn MEADOWLARK ROAD n� O n x %U cn q cn us o-cn rr,o�" Q rnv� O � 0> a0 =Z 0 LAC-)05>M;ot zgp ::j c) -o o o c K rn o M �, I I n l 10.88W N Qc �-'- CD rn n�� nv Z R:=239 , "*1 M N 0� z O -p --� - �O Cn . w r-c-)rnM off _ co v z z� 4`� 1.2W Oo n �D � rr, v �� �z ='•'� G� z z -<O Z p � v O n O ,,._, � 7, �. z v .�.z m r*� — O "*� z 3rnzcA � zo � v z � O -� n m c� � !rn C-� p� 0 m - y = _� U} Q g oO D -*1 r -0 Z r � > z O `.�. ---� = �Z �m � �m� �5 20 � rn o Cu n rn --�z�=c nn (A z v m rn CU �l 0 v zz -��c u—' w : rn y rX>� nr—;rnto zv� �� �' m �rn =p--I M O r '�> z-� - cn � � Z�. rn Z Q�Z • O n Z mom a �o°� n cn� � v z ..o O Z C► C.r1 Q �u?c<_ r*,r S= z = rnzm � o zZ� O Z ; �;o v O< rq t O00 z Za omO �c on -0 p n �m n C* r mD> �cao��o�p c v� < - zz Z- o ��c� z >rn z • = cNo n O rn z mac= -4 z � N r O 1 z �� z�'rn t� C7 v= p � � Orn r rn n to � m v nor -o�m— 50 > 1 �m z v 3 V c)A X �� r cn T �o m�' 0 to ,i v� n SLATE WALK2 09 --n -A 0 --q zDZ_ ;a rn Cp ' - V) M 0v Z2ial C7 � Z = OP. • J to z v m N? O m z Oo v • (n r n — PC ' - M ROP M;u 0> z > o�� my n w M O m Z N v Ln C v C rn m p cf) v _ 1 STORY BRICK AND ....� o r i �= �, -r, Z Z c _� c� ' FRAME WITH BASEMENT -v rn an n � i _ . SRW Z v c r < - DWELLING NO. 40 Oa °' 1 A m + Z . O rn �J • Q " v q 0 Oz z z C) S> 0 2 c l r- I I ov z z o o z� " > w(Az-qc o Arno ,, c� SRW C� z M v CA 0 =0 cnM + WW WW O >r- rn O rn D °' n 0 00 c U) o .., + ROOF OVERWW o -�' cn a coz LA C.A rn c °D o 0 a ; CONCRETE -o 00 00 rn C v c� z � SLATE Cl -nn co � O % cn .r� r- N =� $ " rn 0 or v C� 0 0 c ,� c: � N NZ� m -� o �,� -O z c •�� 4p6 "v 00o O tn z U)En- 0 0 M S� v ' o �� o � o o < O M �z CZ) �� 0 c CJ� D ---�/�-- �F-�a----+►1---,1------ /f-,lE----✓-- Il-----IPA--,►1---.1f---r*4--✓l-,/f-� /--,►l��f-IH-•--64Cm --,►f----rH-�l --,�1---1--------rl--/'--�1'--•--�1'----/-,rf--rh-��----rl-rl----�l'-�f----�1---/�r�-�F---,I rn S39*00'00"E 6 WOOD FENCE 218.73 0 � C rnrn r r*i ............ in cn 0 LAND N/F PRESBYTERIAN HOSPITAL mcp Zj 0 IN�RN.,'-�JW309M(nno > Z z m NOGHEI DA�J -�O 39VIIIA m Szoz 5 — 8VH s u_�_ w 0 X4 m z z n7 L ro. 00 :uet,ualet�� 0 :OleC leAojddV z p eon-MOI eta U jejn3oajj4ojV ft*Ad > cc 0 M00JI3 9A8 10 0--VelPA M 0 C% 03 r, * m < > Ad ]ill o cm cm0 6040 CP% z > < .0-.0:NOIiVA3-13 m Noo-w luewFst?e —-—-—-—-—-—-—-—-—-—-—-—-—-—-— —-—-—-—-—-—-—-—-—-—-—-—- —I I I I ,� > z m < .17/6 V.L:N0IIVA313 4 ON11130 luewG968 T T -T- r--t -r-r -—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-— -—-—-—-—- r%j V.8:N0IIVA313 C= -—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—- -—-—-—-—- Hooli M I I I I L -1 M o : a a ' '. o I I I-LT, 77 CO k hft:N0IiVA313 !DNI1130 210013 M AVE Z-.ft:N0I.LVA3-13 VNIISONOOIAM .V4-.8L:N0IIVA313 OL r ONI1130 2J0013 M I f rn < (D I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 O z U) OAS I 0 019 rn dd "�dV uva -�eTwlas 6 m -.10 15--o/y N m CA) m > r- 0 c -o cm K o 40 M > < cw- Z Z v 00 G) X L 0 Oo zm z z rM. 00 o 0 CA z cn C30 0 m M 0 10% r, * m < > o X Cr% 0, Oo %OW C7% z .0-.0:NOIIVA313 m NOMA luaweses ;o o z m Fh r-------I r--------I ( ---- I 01 .17/C L-JN011VA313 ilk -4 ON11130 lusw"'88 —-—-—-—-—-—-—-—-—- —-—-—- V.8:NO11VA313 N001:1 is ZAD m6-,WNO11VA313 ON11130 NOO-W IS L .......... .V/E Z-.WNO11VA313 ON11130 N0013M Jr/V&:NO11VA313 ON11130 W00I=1s1 +LT- I I I f m < I I I I f I I I LA3'13 I I I F r F,J I I FT L,I I I I i I I I I I I I I rjLrI 1 11,1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . z ci n m 6 m Jo t2M k �,� ? N) M Cl) > c TT r, o K CL. m Z >Z G) X 0 M 00 (X) 00 z z 00 0 cm " 9 m > M 00 M< > o X Oo z > < .0-,O:NOLLVA3-13 m boold luewesee"T 00 0 TFIT I 0 0 z m NN.) 0 Jr/C VINOUVA313 0 ilk oe -4 ON11130 IUOWOGBS EEk I L I TL ------------------------------- ----- -------- -------------- -- ------------------- .L-.9NOUVA3M OL ---------------- - ------------------- Hoo-W IS L V,9L:NOIIVA313 LL=j L=j I ----------------------------------------------------- - -------------- --------------- ON11130 NOMA PL r .17/E Z-RL:NOIIVA3-T3 VNI1130 HOOIA Is .V/V.6L:NOIIVA313 71-7-1 1 T71-EPI ON11130 80013 ISL I F m71T-Lr CA) rpq -V (/) dc > 0 r C- 40 -V K 0 0 z m (i) ;u 0 M m 0 T) 0 m 0 Z z 0 m To , :w o m .Z > Cc Wo 40% m M ;u < > C= C --1 0 %wad OAO, 0 z .0-.O:NOIlVA3-13 OL —-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—- —-—-—- -—-—-—-—- m HOO-1:1 luewesue 0 0 z ONI-1133-U431POSVS ----- --------------------------------------------------- - ------------ -t--l- T -r-I 1--t r r%j V.9:NOLLVA313,J�, -dOO-l-A 181, Hit- 1-fiLi T- 1110 7- It I I I A I I I I I I I A/I I I I I Ul 11 1/1 1 If I I I Ull r/,[ III co ___ 1 1111 1 .�-.91:NOIIVA313 —-—-—-—-—-—-—-—- -- - -—-—-—- LU ON11130 NOOIJ IS I I I I A I I/ I I I I I I I I A I I I I I MID Z-.ft:NOIiVA313 N3HOIN ON11130 N001:1 M Jl/l,-.6l:N011VA313 I I I A I I/ I I I I I 'VYN,kl[VW:l ONIII30'80011 M I I If 1 1/1 I/I I IA I I/ I 11 1 1 Iff 1/1 1 If I 1 1/ 1 1/1 1 1/1 IA I I I I I I I I I I I I I I I I I I I I I I 1 1/1 1 A I I I I I I I I I I I I I I W KIIII/I 0 . . . . . . . . . . . . . . . . . . . z co HSINIJ�:JV310 HIM 1:1301V AliONA-MAiN3 iNO�J=l M3N ZONICIIS N3J-iVG(INV MMOS OAd 31lHM llz� (n HSINI=l C13V41-13IIHM HJUM NOW13 CIMI ONUSIX3 ONIGIS lViNOM10H OAd 31lHM 119 0 m SIIVUONVH 1331S(11M NOVIS M3N -S3V4VlJA NOV-18 31VA313 NIAUVV4 E)NIAOOU 31E)NIHS IIVHdSV NOTIG 6 m a > c cm 0 ;6 0 > < CP- 0 z m (/) ;u 0 M m o LD o om 0 Z z 0 m :PIC 0 m > 0 Wo m r- 3E M CD CON --lo m OPP Ch G-.O:NO1-LVA3-13 —-—-—-—-—-—-—-—- -—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-— m mooll IUGW"Te X 0 0 z m rh al .171S I,-.L:NO11VA3-13 Alk 4 ONI-1130 iu-9LUO"S\f' -------------- V.8:NO11VA313 -—-—-—-—-—- —--—-—-—--—-—-—- -—-—-—- —-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—- —-—-—-—-—-—-—-—-—-—-—-—--- ;JIM N001-41st V.WNOLLVA3-13 OL --4 ONI-1130 1:1001=1 Is L T ol- .V/C Z-.9�:NOLLVA3-13 OL N3HO.LIN U-0NI-1130 IJOOIJ)s .V/L-.6L:NOIJLVLA3-13 7--1 I N I I I I I I I I 1NU A-IIVWzl ONI-1130 NOO-W Is I, I K I I I I I I I I I I I I I I E��I I I A I I I I I L I I I 1 -1 L I I I I --L--L-I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I A I 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . z G ONIGIS 1ViNOZR:JOH OAd 311HM lie cn S3VM:J:J NO'�913 3J.VA313 NIAUVIIN 0 m !DNI:1001:1 31E)NIHS i-IVHdSV NOV-18 6 C1 m CA N.) d _ T OCD � -U D O A OZ rn ,3 U) ;o 0 m m Sr � Oo X4 C� rn Z OZ rt Z m 1 v I O �V O° v o ON � - m C � o >co _i a, o Ov .0-,0:NOIIVA313 ---------------------------------------------------------------------------- -------------------------------------- m 2l001d Weweseg - rn I or 'o I I p -� JL00 I n I � .b/6 VJ:NOIIVA313 'd -]1 .0 ::11 *0 '� :111 \ i ool Ln Ln ONI1130lueweseg _ _ __ --- - - ----- --------------- ------------------- er .i-,S:NOIIVA313 -------- a -------------o-————----------------------------------------------------------- ---------------- ------------------ w N001d is - -- �O lol i i -4 �� co-th. - L - - - - - - - - - — --------------- ON11130 2lOOld M N3HO11N @ ONI1130 a001d lsl ---- - - - - ---------------------------------- JrA-&:NOIIVA313 'V4M JIIIWVd 0 ON11130 N001d isL m cn O Z 00 ONIGIS N311d8 (INV a2:Id08 Ond 311HM iizl C/) ONIaIS WiNOZI�AOH Ond 31lHM 119 r m S31NbU=l NOV-19 31dn313 NMJVY4 ONIAOM:1 31JNIHS 1ldHdSV NOV-18 6 0 O N � � U7 rrg C/) > 14� Z T c -u 0 -U 0 0 z m ;o 0 M m o ch C-) mo 0 Z z 0 m 01 CA 0 m -;p > 9-' o Wo m M < R, > cp% 0 C30 %." OPP < .0-.O:NOIIVA313 m NOMA lu9w"Bg 0 0 x > z m C) .171C�-dNOUVAT13 4 ON1113DIUBWw" —----—-—-—-—-—-—-—-—-—-—-—-— -—- -—-—-—-—-—-—- .�-.VNOLLVATB —-—-—-—-—-—- -—-—-—-—-—- ...... .................. %NOW I I A I I I I I 4b, f I I I I I I I I co L-.9L:NOI-LVA313 L. ON11130 HOOI-A ISt .......... I I I A I I I I .V/C Z-,%:NOIIVA3-13 N3HOIN ON11130'dOOlzl Ist ------------ -1 1 A I I--L-I I-__I I I I I ------------------ .V/V.6�:NOLLVA3-13 ON11130 UO 1:1 Is& 041 , R xi I I I I I ca ONIGIS N311VE) CINV(RAVOG OAd 311HM IlU cn HSINIA (13V411 311HM HIM NONG (IMA ONIISIX3 ONICIIS-lViNOZNOH OAd 311HM lie 0 r- S3V4"=l NOWIS 31VA3-13 NINtIVIN E)NI=IOOIJ 310NIHS ilVHdSV NOVIE91 6 CA) CD CA CA