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Home My WebLink AboutBP24-125 _ Lin rq N C `O - N p� , H N N w0. \ \ n -0 o a g 4-4 cd � O = p5,� ] � � � M a� o •� R, W = W v z w . P O e a z cn 4 �+ © W p> (n �" Z ;> U per by 7 W E� p -' a b � o A Z C H W a C $ 0 3 v C .� W = w a H O � 1.4� A O Q �1 �4 W ✓ '� "� x N w ti cn ti H s p col er�eq z w - .. ., a F� U w w �. o� w 0 o ° ovto U— W °�° '�� O H �' N W o v w ` 1 o E crt g z I•y W W W \.7 a FA a v cV L� A z as o � 00 1--t � W �' o � � y cpn � o � w A •� � `� 'v ; � H v v4. � o F � , 'o z ICR PO vl o °a ii. a�i v ov. � A x o = �° W a oz W I w p o ff E-+ U) OP �+ Z H p z � � Q Q4a ZO (� O � - O +� WZ C7 >1 Q z O I�% O ?� . e JJ �' z 0.', cW � Ey wd' " � � � Q W a' O Q o ©f z � W � ' Qj u AZI BUILDING DEPARTMENT VILLAGE OF RYE`BROOK REVI 938 KING$I:" E-r RYE BRQO <,NY 1PW JUN - 1 2023 ( 14) 9 0668 AT JUt - ? www r Yelirook or> DA I DmLAGF OF RYE BROOK r FOR OFFICE USE ONLY: A Approval Date: \ e2`\ erg? C7 7 / : Application #Y'" 3 Approval Signature: : ARCHITECTURAL REVIEW BOARD: Disapproved: : Date: BOT Approval Date: Case# Chairman: PB Approval Date: Case#,PW3-Cp- Secretary: ZBA Approval Date: Case# Other: r►/� Application Fee: Permit Fees: 1l� EXTERIOR BUILDING PERMIT APPLICATION Application dated: 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. I. JobAddress: 47 2. ParcelID#: Zone: NU t2 3. Proposed Improvement(Describe in detail)- -11 1 VA 6� Uep e,-L4 Q-3n�4.eS t-a peo 4. P aperty Owner: da Address: Phone# - Cell# - e-mail yaron A) US List All Other Properties Owned in Rye Brook: Applicant: Address: D Phone# Cell# 14 -I e-mail a t-0 nee 01 U e=' Architect: , Address: Phone# © Ce11# c-mail Engineer: e Address: Phone# Cell# 114 • ;,�Le-mail s General Contractor: 1 017n Address: p �` Phone# Cell# e-mail {I) 5. Occupancy;(I-Fam.,2-Fam.,Commercial.,etc_ _Pre-co nstruction: Post-construction: -L-vn M, 6. Area of lot: Square feet:V%O ,QW ,�!) .F_ �j. Acres: 7. Dimensions from proposed buii¢ing or structure to lot lines: front yard: !201, 1 994a rear yard: right side yard: , left side yard: other: 8. If building is located on a corner lot,which street does it front on: 44,Q u.?flac2nq c Ave- 9. Area of proposed building in square feet: Basement:SO I bl'fl:_M 1.0 2ne fl: 31 fl: 10. Total Square Footage of the proposed new construction: 11. For additions,total square footage added:Basement: 11 fl: 2°d fl. 3'd fl: 12. Total Square Footage of the proposed renovation to the existing structure: 13. N.Y.State Construction Classification: �b N.Y.State Use Classification: 14. Number of stories: _ Ov r Il Height: ( �'� g �� Median 15. Basement to be full,or partial: LA finished or unfinished: inA 16. What material is the exterior finish: Ha rAte--b . 'P2e!2,&1YNe:A - " —_ L_�' ' t 17. Roof style;peaked,hip,mansard,shed,etc: Roofing material: 18, What system of heating: 19. If private sewage disposal is necessary,approval by the Westchester County Health Department must be submitted with this application. 20. Will the proposed project require the installation of a new,or an extension/modification to an existin&odlomatic fire suppression system?(Fire Sprinkler,ANSL System,FM-200 System,Type I Hood,etc...) Yes: V No: (f yes;applicant must submit a separate Automatic Fire Suppression System Permit application&2 sets of detailed engineered plans) 21. Will the proposed project disturb 400 sq.ft.or more of land,or create 400 sq.ft.or in of impervious covti requiring a Stormwater Management Control Permit as per§217 of Village Code? Yes: Z No: Area: 22. Will the pro osed project require a Site Plan Review by the Village Planning Board as per§209 of Village Code? Yes: V No: (if yes,applicant must submit a Site Plan Application,&provide detailed drawings) 23. Will the proposed project require a Steep Slopes Permit as per§213 of Village Code Yes: No: (ifyes,you must submit a Site Plan Application, &provide a detailed topographical survey) 24. 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) j 25. Is the lot or any portion thereof located in a Flood Plane as per the FIRM Map dated 9/28/077 Yes: No: (ifyes,the area and elevations of the flood plane must be properly depicted on the survey&site plan) 26, Will the proposed project require a Tree Removal Permit as per§235 of Village Code? Yes: V No: (ifyes,applicant must submit a Tree Removal Penn it Application) 27. Does the proposed project involve a Home-Occupation as per§250-38 of Village Code? Yes: No: Y Indicate: TIER 1: TIER It: TIER III: (dyes,a Home Occupation Permit Application is required) 28. List all zoning variances granted or denied for the subject property: 29. What is the total estimated cost of construction: $� lfJ t 0 r Note.The estimated cost shall include all site improvements,labor,material,scaffolding,fixed equtpment,professional fees, including any material and labor which may be donated gratis.If the final cost reeds the s 'mated cost,an additio al fee will be required prior to issuance of the CO. 30. Estimated date of completion: (2) R E V l PL4D EJUN 1 2023 DA EQ BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KJNG STREFT RYF BROOK,NY 10573 (914)939-0668 RESIDENTIAL LOT AREA COVERAGE AddressA7 dLOACrnr, AVrsection:I'�F .-7 r✓ Block: 1 Lot: !s PERMITTED COVERAGE RATIOS IN RESIDENTIAL DISTRICTS (Local Law 3-88) YOUR ZONE AREA IN MAIN ACCESS. DECK ZONE DISTRICT SQ. FEET BLDG. BLDG. MAX. CHECK MAX. R-35 35,000 14% 4% 5% R-25 25,000 14% 3.5% 4% R-20 20,000 14% 3.5% 4% R-15 15,000 16% 3.5% 4% R-15A 15,000 12% 3.5% 4% R-12 12,500 17% 4% 4% R-10 10,000 20% 4.5% 3.5% R-7 7,500 1 23% 1 4.5% 1 3.5% R-5 5,000 30% 5% 3.5% R-2F 5,000 30% 5% 3.5% Existing: Proposed: 1. AREA OF LOT VIVZ P3 72_ Sq. Ft. q. Ft. 2. AREA OF HOUSE a. Coverage of Main Building I Q (Including Attached Garage or Accessory Building) © Sq. Ft. (/ 1 Sq. Ft. b. Area of 11 Floor Divided By Area of Lot x 100 % % 3. AREA OF ACCESSORY BUILDING p (Includes Detached Garages,Tool Shed, Playhouses) © Sq. Ft. Sq. Ft. a. Coverage of Accessory Building Area of Accessory Building Divided By Area of Lot x 100 % % 4. AREA OF DECK Sq. Ft. 12r;7 q. Ft. a. Coverage of Deck o . Ara eck 'vided By Area of Lot x 100p ARC /o 4i /o \N F. MiNi��TF I at est of y knowledge 'fief,the above ation is correct. ,.. r Archi c 's Signature 18332 ��()F NEV`'�O rr---%*N f E� f�: 0�a r-� BUILDING DEPARTME IRE V I S VILLAGE OF RYE BROOK N JUN 3 0 2023 938 KING STREET RYE BROOK,NY 1 C (914)939-0668 DATG tSUILDING DEPARTMENT IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS AddressA Q GJ-iY 0r of Section: 1�)F2 a'EBlock: 1 Lot: t4�)J, "Lone: I , IMPERVIOUS SURFACES (Definition): All buildings, as defined herein, and all areas on the ground or elevated above the ground which are comprised of materials through which water cannot readily flow, including, but not limited to asphalt, concrete, masonry, wood, gravel and clay, and which consist of elements including, but not limited to, court yards, sports courts, swimming pools,patios, sidewalks,ramps, terraces and driveways. TOTAL MAXIMUM PERMITTED MAX. PERMITTED COVERAGE Zoning IMPERVIOUS LOT AREA BY IMPERVIOUS SURFACES District COVERAGE IN FRONT (sq.ft.) For Base Lot For Lot Area YARD(%) Area(sq.ft.)* Over Base R-35 15 Lot Area % R-25 20 0 to 4,000 0 55 R-20 30 4,001 to 6,000 2,200 35 6,001 to 12,000 2,900 27 R-15 35 12,001 to 16,000 4,520 26 R-15A 35 5,560 25 R-12 40 20,001 to 30,000 6,560 24 30,00 T—to-4 0,0 0 0 8,960 23 R-10 45 40,001 & larger 11,260 22 R-7 40 R-5 30 *"Base Lot Area"is the minimum end of the lot size R2-F 30 range in the"Lot Area" column Area of lot. C? sq.ft. Existing Allowed Proposed 0 Total impervious coverage = S .ft. S . ft. O Sq.ft. Front impervious coverage = % % % attest to best of my wledge and belief,the above information is correct. Architect's nature (4) 8YI212021 BUILDING DEPARTMENT REVS VILLAGE OF RYE BROOK [PLAN ED !!JN 3 0 20Z3 938 KING STREET RYF.. BROOK.NY 'fl6 ATE (914)939-0668 BUILDING DEPARTMENT BULK REGULATIONS IN RESIDENTIAL DISTRICTS e Address:�-� fl�aj2rnel� Section: 1!�7 15� Block: Lot: ,[J MAXIMUM GROSS FLOOR AREA USE FORMULA: Maximum Gross Floor Area = 4,000 + [ (Lot Area —21,780) x 0.11478421 ]: a. Allowed = Sq. Feet b. Existing = Q Sq. Feet c. Proposed = Sq. Feet HEIGHT/SETBACK RATIOS FOR RESIDENTIAL DISTRICTS DEFINITION: A standard designed to regulate the height of a building in relation to the average grade of the corresponding portion of the lot line from which it is set back. The ratio modifies the maximum permitted Height of Building by forming an inclined plane beginning at the average grade along the portion of the lot line from which the setback is measured and rising toward the building at the specified ratio above which no part of any building, other than minor architectural features such as chimneys, skylights and dormer windows not covering more than 10% of the entire roof area, shall be permitted to extend. Height and Setback sha1P be calculated using the formula; Height 1 Setback =X, where X is the required side or front yard ratio for the zoning district in which a property is located as specified in Article VIII of Chapter 250. A complete elevation view for the proposed improvement must be included on the drawings. FILL IN YOUR RATIOS: ZONE EXISTING PROPOSED REOUIRED FRONT: FRONT: FRONT: .44 R--35 SIDE: SIDE: SIDE: 1.20 FRONT: FRONT: FRONT: .48 0-25 SIDE: SIDE: SIDE: 1.30 FRONT: FRONT: T FRONT: .60 R-20 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .60 R-15 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: 102 FRONT: .80 R-ISA SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .69 R-12 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 R-10 SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .96 17-7 SIDE: SIDE: SIDE: 3.00 L.ERQNT: FRONT: FRONT: 1.20 R S IXE SIDE: SIDE: 4.00 FRONI)i FRONT: FRONT: 1.20 7 SID SIDE: SIDE:�4.00 C owledge and belief, the above information is correct. f;i R/12/2{l2 BUILDING DEPARTMENT VILLAGE OF RYE BROOK n APR 19 2023 938 KING� REET RYE BROOM,NY 10573 1 (914)939-0668 VILLAGE OF RYE BROOK 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 YORK, COUNTY OF WESTCHESTER ) as: 1, GR-C D" C, �JAQCn C ,residing at, �F(�,'jiMQSQV) SICC" 9-1AY' � 4'�y 1-- I Print name I (Address��here you live) 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; 49 ANWT1Ac0(NC_ 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 grotindwater 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. (Signature o1 roper(, hvn0 s)) Gzc c)t�_`{ C, (Print Namc of Property Ownrrl sr Sworn to before me this day of Zprll , 20 3 MARYALICE C. BARNEIT NOTARY PUBLIC,SPATE OF NEW YORK (Notary Pubrie) Registration No. OIBA6078279 Qualified in Westchester County Commission Expires July 29,20.y (6) 8/12/2021 This form must be properly completed &notarized by the Design Professional of record and the Property Owner. Failure to provide this complete �� permit application will delay the permitting proce APR 19 2023 Notice of Utilization of Truss Type, Pre-Engineered ��((��{{ AGE OF RYE BROOK `01�DING DEPARTMENT or Timber Frame Construction. ("Dille 19 Part 1264& 1265 —" To: The�Bilding In pector of e Village of Rye Brook. From: Subject Property: i�aAmr' ASBL: I-;. 75 "9-)ZZone: � Please take notice that the subject; (One or Two Family; ❑ Commercial, >New Structure ❑ Addition to an Existing Structure ❑ Rehabilitation to an Existing Structure to be constructed or performed at the subject property will utilize; ❑ Truss Type Construction(TT) 1S(Pre-Engineered Wood Construction(PW) !❑ Timber Construction(TC) in the following location(s); ❑ Floor Framing, including Girders&Beams(F) ❑ Roof Framing(R) )'Floor Framing and Roof Framing(FR) Please note that prior to the issuance of the Certificate of Occupancy, the subject dwelling or building utilizing truss type, pre-engineered wood, or timber construction must be posted with a Truss Identification Sign, installed in conformance with NYCRR§1264 for Commercial Buildings, and NYCRR§1265 for One&Two Family Dwellings. Sworn to before me this /7 cc SOntNameof0eiign- C' me this // r- -- day of W �,Y ,20dj_ d ./ ,20 _ Sign re r erty Owner Sign ProfV I (I. Q:'� Print Name of Property Owner Pro essional ' Notary Public Notary Public MARYALiCE C. BARNETT MARYA110E C. BARNi~Tf NOTARY PUBLIC STATE OF NEW YORK NOTARY PUBLIC,STATE OF NEW YORK Registration No. 0I13A6078279 (7) Registration No. OIBA6078279 Qualified in Westchester County Qualified in Westchester County Commission Expires July 29.20L-6 Commission Expires July 29,20 This application must be properly completed in its entirety by a N.Y. State Registered Architect or N.Y. State Licensed Professional Engineer& signed by those professionals where indicated. It must also include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void, and will be returned to the applicant. Please note that application fees are non-refundable. STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: GiL G��`1 C' UA-QO r�E al being duly sworn, deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that (s)he is the legal owner of the property to which this application pertains, or that (s)he is the _ [)\'�Z tS co 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. .cam Sworn to before me this ' Sworn to before me this 17 day of 421-01/ , 20 2-3 day of A�1� C&,A-- Signa of Pro erty owner Signatur of A lican G CQ-i Cv y�(5j�)c GGGoc�� C, V n9E Print Name of Property Owner Print Narne of Applicant Notary Notary Public MARYALICE C.BARNETT NOTARY PUBLIC,STATE OF NEW YORK Registration No. OIBA6078279 Qualified in Westchester County Commission Expims July 29,20?E (8) 8/122021 PROJECT DUCRIEMCH ei NOTIE96 15GLED/R"ISIONS NEW INSULATED CONCRETE FORM(ICF)HOME.THE HOME CONSISTS 1ST FLOOR 11-07.2cv� WITH FOYER A MASTER BEDROOM WITH WALK-1N.CLOSET,AN OFFICE.2 El SOME INFORMATION ON THESE PLANS IS BASED ON EXISTING . ADDITIONAL BEDROOMS BATH,LAUNDRY CLOSET KITCHEN,GREAT ROOM, CONDITIONS PROVIDED BY THE OWNER TO THE ARCHITECT.* PEIASED BHP„ET 1^-C-2tr- MUDROOK 2.CAR GARAGE DECK AND CABANA(POOL HOUSE) DUE TO THE PRELIMINARY NATURE AND THE DIFFICULTY IN REVIEWING ID EXISTING CONDITIONS,CERTAIN ASSUMPTIONS HAVE BEEN MADE.THE 1WE%1eED SO 6ET 174*40-, UN-FINISHED BASEMENT UNDER THE ENTIRE HOUSE. BUILDING INSPECTOR SHALL MAKE FINAL DETERMINATIONS AS TO FtF;"i efr 71-20.24 REQUIREMENTS AND/OR FURTHER INVESTIGATIVE INFORMATION. de ce 5 T ED WEE I EGEND ALL MECHANI PLUMBING.AND ELECTRICAL WORK SL BE BY Varo e Resi LICENS SUCALBCONT RACTORS IN COMPLIAN CE WITH ALL APPLICABLE ARCA41TECMRAL DRMING�L CODES CS COVER SHEET-GENERAL NOTES LEGENDS BUILDER SHOULD COMPLY WITH STATE ENERGY CODES STANDARDS A-1.1 PROPOSED BASEMENT PLAN A-1.2 PROPOSEDIST FLOOR PLAN a THE GENERAL CONTRACTOR SHALL THOROUGHLY INSPECT DUSTING CONDITIONS AT THE SITE.HE SHALL BRING TO THE ATTENTION OF THE A-1.3 SCHEDULES ARCHITECT ANY INCONSISTENCIES WHICH MAY BE FOUND AMONG SITE, A-1.4 PROPOSED ROOF PLAN PLANS,AND DUSTING CONDITIONS,AND SHALL BE HELD RESPONSIBLE FOR NEW I CF HOME VERIFYING ALL JOB CONDITIONS AND CHECKING ALL DIMENSIONS. A-1.5 ENLARGED PLANS AND INTERIOR ELEVATIONS 'AS REQUIRED"SHALL MEAN AS REQUIRED TO PRODUCE A FULLY COMPLETED PROJECT OR RESULT TO THE SATISFACTION OF THE ENLARGED PLANS AND INTERIOR ELEVATIONS ARCHITECT. A-Zi EXTERIOR ELEVATIONS -ASSURE-SHALL MEAN TO ASSURE A MINIMUM COMPONENT OR 47 Hawthorne Avenue A-Z2 EXTERIOR ELEVATIONS PROVIDE AS REQUIRED. A-3.1 BASEMENT ELECTRICAL PLAN ❑ -VERIFY'OR"CONFIRM'SHALL MEAN TO CHECK AND PROVIDE 0 RYE BROOK A-3.2 1ST FLOOR ELECTRICAL PLAN AND SCHEDULE INFORMATION TO THE ARCHITECT. A-4.1 I SECTIONS, El DIMENSIONS OF WORK SHALL NOT BE DETERMINED BY SCALE OR RULE. , NY 10573 A-4.2 SECTIONS FIGURED DIMENSIONS SHALL BE FOLLOWED AT ALL TIMES. ❑ IT IS INTENDED THAT THE WORK SHALL BE EXECUTED ACCORDING TO A-4.3 DETAILS MANUFACTURER'S DIRECTIONS IN THE BEST WORKMANLIKE MANNER BY SKILLED MECHANICS TO MEET ALL STATE AND LOCAL CODE A-5.1 PROPOSED CABANA PLANS ELEVATIONS AND SECTIONS REQUIREMENTS.IF WORK IS REQUIRED IN SUCH A MANNER AS TO MAKE IT IMPOSSIBLE TO PRODUCE FIRST CLASS WORK OR SHOULD ERRORS,CONFLICTS OR DISCREPANCIES APPEAR AMONG CONTRACT S-0.1 PROPOSED STRUCTURAL NOTES SCHEDULES AND TYPICAL DETAILS DOCUMENTS.INFORM THE ARCHITECT IMMEDIATELY AND REQUEST INTERPRETATION BEFORE PROCEEDING WITH WORK S-1.0 PROPOSED FOUNDATION PLAN WHERE SPECIAL CONDITIONS OCCUR,OR WHERE THERE IS S-1.1 PROPOSED BASEMENT CEILING FRAMING PLAN El UNCERTAINTY AS TO INTERPRETATION,BEFORE EXECUTING WORK INFORM THE ARCHITECT WHO HALL PROVIDE ADDITIONAL DRAWINGS S-1.2 PROPOSED 1ST FLOOR CEILING PLAN AND/OR OTHER INFORMATION REQUIRED. S-1.3 PROPOSED ROOF FRAMING PLAN DETAIL DRAWINGS ARE SHOWN FOR THE MOST.BUT NOT ALL,JOB E CONDITIONS.THE BALANCE OF THE WORK SHALL BE DONE ASSUMING S-Z I PROPOSED STRUCTURAL DETAILS "REASONABLE'INFERENCE OF THE DETAILS SHOWN,AND CODE S-Z2.PROPOSED STRUCTURAL DETAILS REQUIREMENTS. S-2.3 PROPOSED STRUCTURAL DETAILS a TECO CONNECTORS,JOIST HANGERS AS SHOWN ON THE DRAWINGS S.Z4 PROPOSED STRUCTURAL DETAILS OR AS REQUIRED. FILL ALL CAVITIES CREATED BETWEEN EXTERIOR OPENING& S-15 PROPOSED STRUCTURAL DETAILS PENETRATION SYSTEMS&WALLS WITH SPRAY FOAM INSULATION PER 13.1 PROPOSED STRUCTURAL ELEVATIONS APPLICABLE CODE APPLY MATERIAL PER MANUFACTURER'S <� S-3.2 PROPOSED STRUCTURAL ELEVATIONS INSTRUCTIONS .2 PROPOSED STRUCTURAL ELEVATIONS PROVIDE SPRAY FOAM INSULATION AROUND ALL MECHANICAL DUCTS 4!� AND/OR ANY PHYSICAL PENETRATIONS BETWEEN INTERIOR SPACES PER S-3.4 PROPOSED STRUCTURAL ELEVATIONS APPLICABLE CODE APPLY MATERIAL PER MANUFACTURER'S -INSTRUCTIONS, S4.11 PROPOSED CABANA STRUCTURAL PLANS AND SECTIONS E ATTACHMENT OF OTHER WORK MISCELLANEOUS METAL WORK SHALL BE CUT,PUNCHED,DRILLED AND TAPPED AS REQUIRED FOR THE ATTACHMENT OF OTHER WORK AS INDICATED OR REQUIRED. TO INSTALL ALL REQUIRED FIRE PROOF WOOD GROUNDS AND BLOCKING,ELECTRICAL POWER AND CONNECTIONS AND PLUMBING ROUGHING AND CONNECTIONS FOR APPLIANCES,SINKS AND WALL HUNG CABINETRY.WOOD BLOCKING TO BE PROVIDED INSIDE ALL WALLS WHERE MILLWORK OR FURNITURE IS TO BE INSTALLED. 41 1 SITE SAFETY IS THE SOLE AND EXCLUSIVE RESPONSIBILITY OF THE "W Z:Z�_•_izt�r_ irzh CONTRACTOR ALONE.IT IS ALSO HIS/HER RESPONSIBILITY FOR THE pa METHOD OF WORK PERFORMANCE,SEQUENCING OF CONSTRUCTION AND PROTECTION OF BUILDING OPENINGS.AT THE END OF EACH DAY'S WORY,ALL CONSTRUCTION OPENINGS SHALL BE COMPLETELY CLOSED AND PROTECTED.MATERIALS AND EQUIPMENT SHALL BE CAREFULLY AND NEATLY STORED TO PERMIT MAXIMUM USE OF THE PROPERTY AND PREVENT ANY HAZARDS f� r ® O ALL PLUMBING FIXTURES,VANITIES LIGHT FIXTURES OR OTHER GVVN91 SUPPLIED MATERIALS TO BE REVIEWED PRIOR TO ROUGH PLUMBING irre with yrootPe6olaations(IE.Vents etc.)to north facing ioots as not to 0Conf P Y interfe future r panels' ZONING _ _ 0 `►� ®ERI pq::1 SEE SURVEYOR'S PLAN Lj AS- 13ulLTIFIINAL SURVEY VIEW-1 VIEW-2 REQUIRED PRIOR TO FINAL INSPECTION HEALTH DEPAR 3 BEDROOMS AND 2 1f2 BATHROOMS CODE TABLE 2020 BUILDING CODE OF NEW YORK STATE IBC 2018-AMENDED 2D20 RESIDENTIAL CODE OF NEW YORK STATE IBC 2018-AMENDED 2020 FIRE CODE OF NEW YORK STATE -7 1A IT# IFC 2018-AMENDED 2020 NYS PLUMBING CODE([PC) [PC 2018-AMENDED 2020 S MECHANICAL CODE # NYS 2018-AMENDED 2020 NYS ENERGY CODE(IECC) IECC 2018*AMENDED 11JE APPOO ED 2D20 Part 1 9 3 of the NYStrelch Energy Code IECC 2016-AMENDED 2W9 NEW YORK STATE ACCESSIBILITY CODE ADOPTS WITHOUT AMENDEDMENTSA117.1,2OD9 2017 NEW YORK STATE ELECTRICAL CODE ADOPTS WTTOUT AMENDMENTS NFPA 70,2017 J ILDING INSPECTO Villa%�a®t R e S- r ok,NY BUILDING IERHAL ENVIEI CVE EHaRC1yNQm51 ROOF R-YALM 60,OF RAPMRS(NOTE ROOF INWLATION 1$ CONTINUOUS TO THE EXTMOR WALL ALLOUIW3 R-4W HARDWIRED OF FORTE FBi9t ADf9XilIRE Plat I M TARED OF ® -INTERCO N N ECTED �.V FaWID rNK"TION 004FAn4 6L.60 �, "1_6 RWALM FtLWRM R-W ®� ® ® PIZOPOeM,ICIF CONCRETE WALL-6TATED R-A EaWALENT R-40 - �; ��II 's, SMOKE DETECTORS PENEBTRATION U4ACTOR,O-W-PIROVIDED TRIPLE PANE U VALIJE :z OJ-0.2 DOOR&AND 1114DOM =M DOORTMT TO IM PB*MW BY A 3FtD PART?REQUIRED AS PER -BL -AUTO MAKE-UP AIR TO BE PR."DW BY WYAC SYSTEM IF P-AW-,E WOOD EXHAUST D<CEEDS 400 CFM LL NYS BUILDING CODE VIEW-3 > Architectural Dessai(Dated OW3*20231 by Justin F.Minien AIA P.O.Box 1439 Now Rochelle NY 10802 110.0 C. I, Phone(914)424-9648/eniad tracepaperCeolcom i 'Ifw.-�.V-XWWT.�* S+te Plan(Dated IL011)by Christopher S.Utscho P.F. i`m�ei�iw�y�"e cump R EVIS I 65 Ralph Avenue,While Plains,NY 10606 XCD OT�M"�Cft LCLATIC-4 M Phone(914)391-%W/eniadchns@stevenswmpantes.org APPLI Consuftma LLC CT"12 Phone(845)531-ISWfemadabtgad@a2lanckoom C*CKM 13, E43- I'OYEB - 7 2024 Fite Spirinklei Design(Dated 1110&2M)by Wi PgWron Devaolm R Is No. DATED: ' 14 Denver Ot we.New City. Date. 0',?5.V23 Phone(845)634-21331 ernad jarnieQfneprotecbondasrgn.net a"W:_ Ab 6HOUN ahmst,Mass. covm%4EET QUE6TION6 ahs" CALL LBQ4 DOUC4.45 OVORL,4M AT 2033-754-0001 FLOOR PLAN I EGEND; 55UED/REVISIONS 13'-B" IYD'E1 11-01-IW3 V-3 1/7' V-3 1 TILE FLOORING(SUPPLIED BY CUENT,INSTALLED BY CONTRACTOR) FEASAED END 5ET 17-12-2923 ill-ill ❑ SOLID OAK HARDWOOD FLOORING TO BE SELECTED BY CLIENT. REMEED ENO SEI 6'-10 6-1q, PLUMBING UMBING FIXTURES EO EQ ❑ CABINETS&COUNTER TOP-KITCHEN.BATH.LAUNDRY,AND MASTER HVAC EQUIPMENT PADS. O O BEDROOM BUILT INS-SEE MATERIAL SCHEDULE CONFIRM EXACT %I El APPLIANCES-SEE MATERIAL SCHEDULE LOCATION AND u QUANTITY-TYP. o TREX OR EQUAL SYNTHETIC DECKING AND RAILING ,4 Ep CONCRETE FLOOR EACCESS HATCH AND LADDER TO BASEMENT-CONFIRM EXACT LOCATION- l SUPPLIED AND INSTALLED BY CLIENT El _SHELVES IN BOTH HALLWAY CLOSETS WILL BE INSTALLED BY CLIENT CLOSET COMPANY, INTERIOR STAIR MAX Ir RISER MIN 10*TREAD-OAK TREAD AND PINE o RISERS.HANDRAIL-SUPPLED AND INSTALLED BY G.C.-RAILING- r V-3 lf2 o-- V-31 SELECTED BY CLIENT,INSTALLED BY G.C. 5'-0 lf7' I EXTERIOR DECK STAIR.MAX 8"RISER l(r TREAD-PROVIDE FOUNDATION V-3 1/7* El FOR STRINGERS-INSTALLED AND SUPPLIED BY G.C.RAILING,SELECTED BY Y.2 117' l Or' CLIENT AND INSTALLED BY G.C.-CONFIRM STYLE IL 5'-8 Irl" e 7 ao 3 7 A-4.2 ❑ LP GAS FIREPLACE-G.C.HOOK UP TO GAS LINE(OWNER'S LP TANIQ SEE INTERIOR ELEVATION dS BATH-2,GLASS ENCLOSED SHOWER-TILED FLOOR WALLS,AND USE SCHLUTER SYSTEM(SOAP STRIP SUPPLIED BY CLIENT INSTALLED BY Q Q CONTRACTOR)SHOWER HEAD AND PERSONAL SHOWER-SEE MATERIAL v SCHEDULE FOR ALLOWANCE V_ FRONT PORCH AND SIDE ENTRY-BLUESTONE PLATFORM AND STAIR.MAX V 7.-9" 14*-3 lfZ' 01-11 itzl---- er RISER MASTER BATH-STEAM SHOWER HAS ONE SEAT,SHOWER LEDGE WALL, b 0 PARTIAL GLASS ON REAR WALL WITH TILES ON FLOOR/WALLSICEILING. P4 L 0 ElCUBBIES AND BENCH-SUPPLIED BY CLIENT AND INSTALLED BY CABINET SUPPLIER-TYPICAL WITH ALL CABINET CLOSET SYSTEM WORK b in WASHER AND DRYER-SEE MATERIAL SCHEDULE ————————— ————L 7 E DOUBLE SHELF AND POLES 1(y-0 1/7, 01-11 112" ❑ MASTER CLOSET DESIGN.SUPPLIED AND INSTALLED BY CLIENT'S CLOSET SYSTEM COMPANY 4"DMA.PERFORATED RADON PIPE o UNDER CONC.SLAB-TYP. `mil l tu SUMP PUMP-CONFIRM EXACT LOCATION-PROVIDED AND PROPER DESIGN I iBY G.C.AND INSTALLED BY G.C. 10) to 2'-7" COLUMN WRAPPED WITH AZEK(OR EQUAL)FINISH AUTO MAKE-UP AIR TO BE PROVIDED BY HVAC SYSTEM.IF • -FIRE SPRINKLER SYSTEM RANGE HOOD EXHAUST FAN EXCEEDS 40D CFM Est CLOSEr-CONFIRM SPRINKLER 30 t> SYSTEM 425 G WATER STORAGE TANK CAPACITY-COORDINATE WALKWAY-NOT IN CONTRACT-BY LANDSCAPER t 9 WITH SPRINKLER CONSULTANT —FLOOR DRAIN J H ASPHALT DRIVEWAY WITH BELGIUM BLOCK EDGE N.LC-BY CLIENTS 2 3 itz, CONFIRM EXACT LOCATION b LANDSCAPER 51-8 112" ATTIC HATCH-22 11Z*x 30%CONFIRM EXACT LOCATION LEADER TO RETENTION I I CD SYSTEM TYP. SPRII KLER PULL DOWN AT-TIC STAIR-25x 54"-CONFIRM EXACT LOCATION AND SIZE BQQQBT.-0.. 1 SY!TEM b) W1 TER STO 0'-6" TAN AND PROPOSED WALLS -----------I-- PLIMF ROOM -.7:777-77"= GAARGE ABOVE NEW ICF WALL rn (SLAB ON GRADE) in IN IN FOIRGRADE N molow L i UN-FINISHED BASEMENT -BACK-UP GENERATOR EQUIPMENT PAD-CONFIR M SIZE AND LOCATION co In II I I i , A-1.4 7. 21'.Y. I I I i \-o--11 117. 23'-Or' 0'-11 1/2 CONC.APRON::::�4 m11V-3'Irz, -1 1f7* HVAC EOVPraFIa PAD-CONFIRM 17'-S" to EXACT LOCATION AID SIZE-TYP. PROVISION FOR TWO SMALL METAL AIR PIPE PENETRATIONS(WITH -—-—-—-—-—- THREADED CAPS INSIDE) g 19'-2 if Z 13 1/2" I 15'-6 lrZ' 0 liz, 6TU0 LIP RADON PIPE AND FOR PJMRE SYbTEI1 AS REOL11R£D 3'-0" CIA PERFORATED RADON F40E UNDER CONC.SLAB-TYP 26 -———————————— ——————--T_ MECRAJICAL �n 0 ROOrA STORAGE ❑ 3'.0r X 6.8-OPENING FOR FUTURE DOOR- b SUPPLIED AND L -—-—-- -—- LLE EINSTAD BY CLIENT -.10 itz, Ed 1E0 : -77 W r--- 30-X-W ACCESS HATCH 1 J ON GRADE Z TO 1ST FLOOR- I 1 FOR POPCH CONFIRM EXACT 1,-1 11/2"--� to LOCATION AND SIZE WATER AND SE134GE SERVICE LINES CONFIRM EXACT LOCATION - jo 11'-10 112" BACKrLOW PREVENTION DEVICE TO M INSTALLED ON SEWER MAIN (CHECK YALYE) STORAGE CLOSET I CI WATTS LEAK DEFENSE 5Y3TE31!WATER MONITOR/LEAK DETECTOR/ AUTO SHUTOFF VALVE)TO 13E INSTALLED ON WATER MAIN zo o 16T TRENCH gf-&PI-O'AS A*r ORIENTATION LLNIC14 WILL t•e nv nW` ROM UNDERGROLIND,ELECTRIC C.00LE 5ETUEEN HEC"4CAL ROOM,PROPERTY POLE AND BACIMIP f`43!I��W_u�y pev rw cu� IR-5—OAZI Al I.NIL.1D M 1XIT IV M CdaVRATOR "D Mlvt ft.".=Louts C� v.cIpco"c.'It W` l'-1 117' 1--I 112"t -I 01-11 117'- 2ND THE"FOR PROPANE LINE FROM LINDERCAROUND 8'-10 3/8" PROPANE TAW TO GENERATOR AND r23M4HCAL ROOM FOR FORE PLACE 3RD TIRE?4CM FOR ELECTRICAL CAEMJ35,PUft-25ING U?M 2a-D" AND 6BA64E UNES FROM HOL16E TO POOL.CAaANA Job Nm CONFIRM EXACT RBMIRE?fNr6 OF IRIENCHEIS UATI41 CUE14T F410 No. CD DAMI O"IC03 ac" 7r PLAN PROPOSED BASEMENT PLAN 1/4"=1'-0" A-1,1 20'-9' FLOOR PLAN LE,3END: ISSUM/REVISIONS 7 Lvo 13'-8" ID TILE FLOORING(SUPPLIED BY CLIENT,INSTALLED BY CONTRACTOR) PE%15ED EYr eET-1:42-1512,' 11 1/7 01-11 1f7l FwE%1EED IND 5ET- L,) SOLID OAK HARDWOOD FLOORING TO BE SELECTED BY CLIENT. HEAT PUMP AND 5'-10 1f2 5'-10 1fZ. PLUMBING FIXTURES COMPRESSOR Lo, .•, I EQUIPMENT PAD- EQ EQZ 7 CABINETS&COUNTER TOP-KITCHEN.BATH,LAUNDRY,AND MASTER CONFIRM EXACT BEDROOM BUILT INS-SEE MATERIAL SCHEDULE LOCATION-TYP. D1 D7 -�A42 ED APPLIANCES.SEE MATERIAL SCHEDULE cC El TRID(OR EQUAL SYNTHETIC DECKING AND RAILING El CONCRETE FLOOR ACCESS HATCH AND LADDER TO BASEMENT-CONFIRM EXACT LOCATION- SUPPLIED AND INSTALLED BY CLIENT Sy BEDROOM-3 CLOSET SHELVES IN BOTH HALLWAY CLOSETS WILL BE INSTALLED BY 7 oCLIENT CLOSET COMPANY. 4) v 11 INTERIOR STAIR.MAX WRISER MIN la'TREAD-0 f2 AK TREAD AND PINE 11 J RISERS.HANDRAIL-SUPPLIED AND INSTALLED BY G.C.-RAILING- ...... -—-—- -—- ...... SELECTED BY CLIENT,INSTALLED BY G.C. -- EXTERIOR DECK STAIR.MAX 8"RISER 117'TREAD-PROVIDE FOUNDATION T-0" FOR STRINGERS-INSTALLED AND SUPPLIED BY G.C.RAILING,SELECTED BY T. G ❑ CLIENT AND INSTALLED BY G.C..CONFIRM STYLE _111fz1 0,_11,2' 7 PROVIDE FLOOR LP GAS FIREPLACE-G.C.HOOK UP TO GAS LINE(OWNER'S LP TANK) 6-0 i2111 .......... DRAIN I ❑ SEE INTERIOR ELEVATION 7-91 21 AA.2 BATH-2,GLASS ENCLOSED SHOWER-TILED FLOOR_WALLS,AND USE SCHLUTER SYSTEM(SOAP STRIP SUPPLIED By CLIENT INSTALLED By -------------- CONTRACTOR)SHOWER HEAD AND PERSONAL SHOWER-SEE MATERIAL CL o 17'-0 1/7' SCHEDULE FOR ALLOWANCE C20 FRONT PORCH AND SIDE ENTRY-BLUESTONE PLATFORM AND STAIR.MAX Ell I Or-11f2" X.1 3'.6' 8"RISER ku*) e 22 MASTER BATH-STEAM SHOWER HAS ONE SEAT,SHOWER LEDGE WALL PARTIAL GLASS ON REAR WALL WITH TILES ON FLOOR/WALLS/CEILING 61r,.,+I. 1 1 j 1 0 E) CUBBIES AND BENCH-SUPPLIED BY CUENT AND INSTALLED BY CABINET BEDROOM-2 SUPPLIER-TYPICAL WITH ALL CABINET CLOSET SYSTEM WORK 17 dL. Q WASHER AND DRYER-SEE MATERIAL SCHEDULE 0- DOUBLE SHELF AND POLES 14 1(y-0 112" (y-11 1t2`_LA El MASTER CLOSET DESIGN-SUPPLIED AND INSTALLED BY CLIENT'S CLOSET SYSTEM COMPANY HALLWAY-2 TAIR ;J QD E] ❑ SUMP PUMP-CONFIRM EXACT LOCATION-PROVIDED AND PROPER DESIGN ..T BY G.C.AND INSTALLED BY G.C. DN .......7.... 13 ... .. Ell COLUMN WRAPPED WITH AZEK(OR EQUAL)FINISH 12 ...... WALKWAY-NOT IN CONTRACT-BY LANDSCAPER 7 T11 2'-D" 'T-0�fz MUD:toOM 2 6 UP 6" ASPHALT DRIVEWAY WITH BELGIUM BLOCK EDGE N.I.0-BY CLIENTS 2 t., o Z tD LANDSCAPER 7 ---- -=.........!.-.: not El KITCHEN ❑ ATTIC HATCH ED 22112'x 3U*-CONFIRM EXACT LOCATION PULL DOWN ATTIC STAIR-25"x 54"-CONFIRM EXACT LOCATION AND SIZE ----------- 111 ! GARAGE ------- -------- I PROPOSED WALLS MDN TAIR r�j C12 1 10 b 6) NEW ICF WALL I 11) C.) In N N 0,-11 lfz,— 11 44 0'-11 1f2" j —-—-—-—-—-—-—-—-—-—-—-- —-—-—-—- ---- or BACK-UP GENERATOR EQUIPMENT PAC) c� T El CD �fII�f1-�f�o B o 0 GREAT ROOM 7, ........... 3-(r CONIC.APRON 'o \1\ ZD 3'-61f2 4'-9 7/8" ,1 N TRENCH DRAIN-CONFIRM LOCATION SIZE AND DETAIL E a, aEl HEAT PUMP AND WITH CIVIL ENGINEER io M COMPRESSOR EQUIPMENT PAD- CONFIRM EXACT LiT- STONE VENEER % 7-6 1/2" 11,-0 118"+/. 3'.6 It2" PRIMAR 6 1!111 IT. UNEN C E E0 EQ A "T 6,E A S Q NE VTEONEERC 0 to F*—————---—————————- 31 MI FOYER PRIMARY BEDROOM I CD El s El i PRIMARY .I 4-- I ....... BATIL_ A..4 ................t 6 ................r..... Lu L--- ------ 6HALLWAY............1E.T., qL 0) 7 DN8 L . .1. .I CD % T. .7177-1:........T"' —Z, J: :.:[f POR(H�j I.I�I T I .I_f 4 U- ---------- L-----J I il --3- I TO ED 0 4 6 01-,1 UZI- F OFFICE I ON 8" c Eo lor-0 1/7, io STONE D2 VENEER tt RISERS AS REQUIRED BY - STONE VENEER.1 ONF R STONE IS S�S REQUIRED By ER CLOSET FINISH GRACE L__J : ❑ ONFIRM NUMBER OF MARY WALK4 41 FINISH GRADE IML K UD cw� "4A", �c C." L UD------------------------ �TWS�OJ=AT�55ITr.QVt5101 TOM jt 5/8** 3'-61f7* Y-6 T-1 7/8" 31'-6 11/2' [ 6'-3' 6--1 117-111 EQ .1 E0 �_ii-irz- T.1 If&. _I IT a 3/8', � 6'-3_I 6*-91, ORIJ.P4 Job Hm 1910 No CD 111/7, o'-3 1171_�, 20*-0" 01-I I irzl---, 1 3'-9* Ovr?W3 69'-4" PFROF306M 15T r-LOOR PLAN PROPOSED 1ST FLOOR PLAN A-1,2 ISSL FINI54I NOTES:(SEE SPECIFICATION FORED/REVISIONS EIN15H S["44EDU F RIRTFIER INFORI"IATIONJ f3D FE%I WALL ——_ PAINTED HES(A SEMI-GLOSS FRAMES, S A S(YED BASE PAINT COLOR TO BE THE E t�D SET f1-s- ALL FINISHES(I,.E DOOR FRAMES,DOORS ENCLOSURES,ETC)TO BE FLOOR CEILING r�1EED OD 5ET ROOM TITLE NORTV4 SOUTH EAST (LEST SAME AS ADJACENT SURFACES UNLESS OTHERWISE MENTIONED. FER"I EET.2d.70.'4 MAT. FINISH BASE FINISH MAT- FINISH MAT. FINISH MAT. FINISH TRIM MAT. FINISH HEIGHT REMARKSQ ALL WALLS AND FLOOR FINISHES SHOULD BE PREPARED AND APPLIED IN 15T FLO012 ' ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS FOR THAT PARTICULAR SURFACE ALL MATERIALS TO BE EXAMINED FOR DEFECTS AND FRONT PORCH BLUE STONE SIDING SIDING SIDING WD SYNTHETIC BEAD BOARD 9'-2'./-CONFIRM COLOR VARIATIONS PRIOR TO INSTALLATION.ANY DOUBTS SHOULD BE REVIEWED WITH THE ARCHITECT. SIDE PORCH BLUE STONE STONE SIDING WD SYNTHETIC BEAD BOARD 9'-0" ALIGN PORCH CEILING HGT.AND ENTRY Q A 12'x12-FINISH SAMPLE OF ALL MATERIAL SHALL BE SUBMITTED TO THE Y 1 FOYER PEXUD S WD GB P GB P GB P GB P WD GB P 9'-0° t ARCHITECT FOR APPROVAL PRIOR TO ORDER PLACEMENT 4/ HALLWAY-I HL'U)D S WD GB P GB P GB P GB P WD GB P 9'-0° - ALL SUB-CONTRACTORS TO PROTECT THE WORK OF OTHER 1=4 PRIMARY BEDROOM POLUD $ WD GB P GB P GB P GB P 110 GB P 9'-0" - CONTRACTORS WHEN PERFORMING THEIR WORK G.C.IS RESPONSIBLE OFFICE 1-ICU1D S WD GB P GB P GB P GB P WD GB P 9'-0" - FOR ALL DAMAGE CAUSED BY HIS SUB-CONTRACTOR PRIMARY WALK-IN-CLOSET HD D S WD GB P GB P GB P GB P U)D GB P 5-0" ATTIC ACCESS Q CLOSET FLOOR COVERING SHALL BE THE SAME AS THAT IN THE AREA WHICH IS ADJACENT UNLESS OTHERWISE NOTED. p b PRIMARY BATH TILE TILE P GREEN BOARD/ P GREEN BOARD/ P GREEN BOARD/ P WD GREEN BOARD/ P 9'-0"(DROPPED CEILING a7'$"AT Purple in bathroom walla with a tub or elnower,Green board other bathrooms and durarock „ GREEN BOARD/GB Q GB GB GB Ge SHOWER AND Tl�AREA) Inelde ehowere.Schluter&y tem For wet walla and rloore In baLYrooiro FLOORING CONTRACTOR SHALL INSTALL A SUITABLE TRANSITION STRIP IN WD GB P GB P GB P G8 P WD GB P 9'-0" s ALL AREAS WHERE DISSIMILAR FLOORING TYPES ABUT.SAMPLE BE MLIDROOM TILE a SUBMITTED TO ARCHITECT FOR APPROVAL WHERE CARPET SEAMS LAUNDRY CLOSET TILE - WD GB P GB P GB P GB P WD GB P e'-O" - OCCUR IN DOORWAYS,THE SEAM SHALL BE LOCATED IN THE CENTER OF THE DOORWAY, a � �1 STAIR ROOM 1-ICiIJD $ WD GB P GB P G$ P GB P 11JD GB P MATG44 MUDROOM CEILING - Q CONTRACTOR SHOULD NOTIFY PROJECT ARCHITECT OF ANY SURFACES U `�f GARAGE CONC. GB P Ge P GB P GB P WD GB P VARIES WHICH DO NOT SPECIFY FINISH PRIOR TO SUBMITTING BID. LL HALLWAY-2 HCtUD S WD GB P GB P GB P GB P WD GB P 9'-0" ATTIC ACCESS Q CLIENT WILL BE RESPONSIBLE FOR SELECTING THE COLORS.ALL PAINTED BEDROOM-2 HCWD S WD GB P GB P GB P GB P LUD Ge P 9'-0" - SURFACES MUST BE COVERED COMPLETELY AND UNIFORMLY BEDROOM-_3 HCUJD S WD GB P GB P GB P GB P WD GB P 9'-0" - Q PRODUCTS OF THE SAME MANUFACTURER SHALL BE USED AS FIRST COAT OR PRIMER SEALER COATS.ANY MANUFACTURER CHANGES FROM THAT } BATH-2 HDWD S WD GREEN BOARD/GB P SREEN BOARD/GB P GREEN BOARD/GB P SREEN BOARD/GB P WD GREEN BOARD/GB P 9-O" Purple in bathroom walla with a tub or ehower,Green board other bathroofre and durarock STATED IN THE DRAWINGS TO BE APPROVED BY THE ARCHITECT. } R5 Inelde ehowere.Schluter eyetem Tor wet ualle and Tbore In ball-roofm ® ALL SCRATCHES,CRACKS,HOLES OR OTHER DEFECTS SHALL BE `n PROPERLY PATCHED AND SMOOTHED AS REQUIRED.ALL PATCHED AREAS GREATROOM PDWD S WD GB P GB P GB P GB P L11D GB P VARIES VARIES-FLAT SECTION ro-7 WIDTH AT MGT.14-8 I ./- TO RECEIVE A COAT OF PRIMER SEALER IN ADDITION TO ALL OTHER KITCHEN HCU1D S WD GB P GB P GB P WD GB P 9'-0" Q SPECIFIED COAT OR FINISHES. n SUB-CONTRACTOR WILL BE RESPONSIBLE FOR PACKING AND LABELING OVER STOCK OWNER TO PROVIDE LOCATION FOR STORAGE.OF PAINT, L UNFINISHED AREA GONG. - - _ SPRAY FIREPROOF _ SPRAY FIREPROOF _ SPRAY FIREP TILE,CARPET,ETC.ROOF _ Wp _ _ g'-0" SPRAY FIREPROOF PAINT PAINT PAINT PAINT STORAGE CONC. SPRAY FIREPROOF SPRAT FIREPROOF SPRAY FIREPROOF SPRAY FIREPROOF `FRAY FIREPROOF PAINT PAINT PAINT PAINT PAINT STORAGE CLOSET CONC. SPRAY FIREPROOF _ SPRAY FIREPROOF SPRAY FIREPROOF SPRAY FIREPROOF SPRAT FIREPROOF PAINT PAINT PAINT PAINT PAINT MECHANICAL ROOM CONC. SPRAY FIREPROOF PAINT SPRAY FIREPROOF _ SPRAY FIREPROOF ''-PRAY FIREPROOF SPRAY FIREPROOF PAINT PAINT PAINT PAINT SPRNKLJ32 SYSTEM CONC. SPRAY FIREPROOF SPRAY FIREPROOF SPRAY FIREPROOF (VD WATER STORAGE TANK SPRAY FIREPROOF PAINT PAINT PAINT PAINT AND RUMP ROOM CADAM STORAGE GONG. - SPRAY FIREPROOF SPRAY FIREPROOF SPRAY FIREPROOF - WD SPRAY FIRE PROOF SPRAY FIREPROOF PAINT PAINT PAINT PAINT PAINT BOTH TILE WD GREEN BOARD/GB _GREEN BOARD/GB - GREEN BOARD/GB GB WD GREEN BOARD/GB VERANDA BLUE STONE SIDING - WD SYNTHETIC BEAD BOARD NOTE:HEXUD FLOORING-UNFINISHED HARDWOOD FLOORING-CONFIRM STAIN COLOR cr Sao p� + 13 MATERIAL SCHEDULE'-SELECTED BY CLIENT DOOR AND FRAME SCHEDULE DOOR FRAME HARDWARE DE8GR1PT ciN ROOM TITLV LOCATION BlPPLW BY ALLOWANCE IN13TALLED BY REMARKS DOOR SIZE •IRPOP a C.C. LOCATION W H T MANUFACTURER TYPE MATERIAL FINISH TYPE MATERIAL FINISH SADDLE TYPE CLOSER RATING REMARKS •elDorG G_G. acG •RCOFM G G - &C- 1 FOYER T-6" 8'-0" 0'-1 3/4" CONFIRM 3 STEEL PAINT 3 STEEL PAINT ALUMINUM 1 - - STEEL SECURITY DOOR WITH DEAD BOLT SECURITY DOOR 'Dom' TIC RAIUWG - ar- 2 FOYER CLOSET 2'-0" 6'-8" 0'-1 3/4" TRUSTILE 1 WD PAINT 1 WD PAINT — 5 - - - •GIITTetb Arras LEADERS ac- G.G 3 FOYER CLOSET 2'-0" 6'-8" 0'-1 3/4" TRUSTILE 1 WD PAINT 1 WD PAINT — 5 - - - •UITOGL9 AND PATIO DOOR G G. - G_G 01E1FLTFD BY WENT 4 HALLWAY-1 2'-8" 6'-8" 0'-1 3/4" CONFIRM 3 STEEL PAINT 3 STEEL PAINT — 4 - - STEEL SECURITY DOOR WITH DEAD BOLT ,INraiIOR DOOM G_C. - ac- esKT®BY CLIENT SECURITY DOOR IRM 5 OFFICE 2'-8" 6'-8" 0'-1 3/4" TRUSTILE 1 WD PAINT 1 WD PAINT - 2 - - - 'r�°�� °� �� BY°��awLn I 6 PRIMARY BEDROOM 2'-8" 6'-8" 0'-1 314" TRUSTILE 1 WD PAINT 1 WD PAINT - 3 - - •81W AND FAUCET I.IaT FLOOR,007CMEW CLIENT - G.C. 7 PRIMARY WALK-IN-CLOSET 2'-8" 6'-8" 0'-1 3/4" TRUSTILE 1 WD PAINT 1 WD PAINT - 7 - - •TPH-TOILET PAPER HOLDER 3e IST FLOM AND POOL HamE WENT - G.G 8 PRIMARY BATH 2'-8" 6'-8" 0'-1 3/4" TRUSTILE 1 WD PAINT 1 WD PAINT MARBLE 7 - - •Tower BAR a.IST FLOOR Arc POOL Home CVIENT - c.G 9 PRIMARY BATH 2'-8" 6'-8" 0'-0 1/2" CONFIRM 2 GLASS - 2 - - - - - - PULL BY MANUFACTURER M+ouUrr Y atNtc AM FAUCET 3-IST FLOOR,tnASTEI SATKFLOM 10 MUDROOM 3'-0" 6'-8" 0'-1 3/4" CONFIRM 3 STEEL PAINT 3 STEEL PAINT ALUMINUM 1 - - STEEL SECURITY DOOR WITH DEAD BOLT • BATH-Z POOL WOUWJ WENT G G MOUNT DY�� GOHF 1 SECURITY DOOR I •rvrROR r IOT FLOOR(MIASTEIR BAM BATH-ZCLIENT G G (OR RECE r,EDlclr� 11 GARAGE 1 -0" 8'-0" 0'-1 1/2" CONFIRM 4 ALUMINUM - 1 SYNTHETI PAINT - 6 - - WEATHERSTRIP FOOL WOUSIEe� CABINET 6' C' -TOILET FDCrdM 30 IST FLOOR HO n'WTM BATH,BATH-2. aMW - acG CONFIRM-&1NiT TOILET, 12 GARAGE 3'-0" 6'-8" 0'-1 3/4" BROSCO OR 6 STEEL PAINT 3 STEEL PAINT ALUMINUM 4 YES 20 MIN. STEEL SECURITY DOOR WITH DEAD BOLT POOL EQUAL SECURITY DOOR I I ,TLQS I.IST FLOOR(M4BTER BATW wEM - G.G 8ELCTED 13Y wtxr-CONIFIRM 13 MUDROOM 2'-8" 6'-8" 0'-1 3/4" TRUSTILE 1 WD PAINT 1 WD PAINT ALUMINUM 2 - - STEEL SECURITY DOOR WITH DEAD BOLT CONNECTION RERMuROIEN a. .oNOIUER HEAD AND 14 LAUNDRY 5'-4" 6'-8" 0'-1 3/4" TRUSTILE 1 WD PAINT 1 WD PAINT - 5 - _ _ 2•IeT FLOOR CLBM - a G eE]BGTED BY CLIENT 15 HALLWAY-2 3'-0" T-0" OPENING - - - - - PAINT - - - - G.B.OPENING APPIEA E&_REF.FIB COOICTOP _ 16 BEDROOM-1 2'-8" 6'-8" 0'-1 3/4" TRUSTILE 1 WD PAINT 1 WD PAINT - 3 - - DAIL HOOD,OVV�t MICROWAVE Eta I6T FLOOR CLIENT werT OEM SPECIFICATION LINEN CNOOE r 17 BEDROOOM-1 CLOSET 4'-0" 6'-8" 0'-1 3/8" TRUSTILE 1 WD PAINT 1 WD PAINT - 5 - - 111,48"a AM DRY M LIST FLOM WENT - CLIENT AUTO eNUT OFF VALVE BY G.G is LINEN CLOSET 2'-0" 6'-8" 0'-1 3/4" TRUSTILE 1 WD PAINT 1 WD PAINT - 5 - - ,FIRE PLACE_MANTLE AND HEARTH I6T FLOOR GREAT ROOMS CLIENT - G.C. COME W VENT[W.*L.P.TAW BY were 19 PANTRY CLOSET 2'-8" 6'-8" 0'-1 3/4" TRUSTILE 1 WD PAINT 1 WD PAINT - 5 - - — 20 BEDROOM-2 2'-8" 6'-8" 0'-1 3/4" TRUSTILE 1 WD PAINT 1 WD PAINT - 3 - - - CLOSET SYSTEM IST FLOOR-ALL CL.OeETB CLIENT - cUerre CXOeCt COHPANr 21 BEDROOM-2 CLOSET 4'-0" 6'-8" 0'-1 3/8" TRUSTILE 1 WD PAINT 1 WD PAINT - 5 - - - MECHANICAL DOOR aE1I cmmaie(rr 2) I5T FLOOR WENT - WENT 22 BATH-1 2'-8" 6'-8" 0'-1 3/4" TRUSTILE 1 WD PAINT 1 WD PAINT MARBLE 3 - - - EMT4M AN0 843-"NG IST FLOOR wBrT - CumrT 23 BATH-1 SHOWER 2'-8" 6'-8" 0'-0 12" CONFIRM 2 GLASS PAINT 2 - - - - - - - AUDIO"SUALS,LIGRITWI 6YSTE71 UNDO19 I6T FLOOR CLIENT - WL3rr6 AV COMPANY 24 GREAT ROOM 9'-10 7/8" 8'-0" 0'-1 3/4" CONFIRM 5 ALUM/GLASS - 3 ALUMINUM - ALUMINUM 6 - - TrIFATMIIENr),ALARM 25 MECHANICAL ROOM 3'-0" T-0" OPENING - - - - - - - - - - CONFIRM ROUGH OPENING-OPENING FOR FUTURE VIDEO Doolmal-CAMERAS AND VIDEO IST FLOOR CLIENT - WeTT - DOOR-SUPPLIED AND INSTALLED BY CLIENT FLOOD LJGM 26 STORAGE T-0" T-0" OPENING - - - - - - - - - - CONFIRM ROUGH OPENING-OPENING FOR FUTURE •TILE FLOORk WALLS.BAee AND IST FLOOR weer - G.G. - DOOR-SUPPLIED AND INSTALLED BY CLIENT B 'W ETC' 27 STORAGE T-0" T-0" OPENING - - - - - - - - - CONFIRM ROUGH OPENING-OPENING FOR FUTURE ,WOOD FLOOR IOT FLOOR we(T _ GG DOOR-SUPPLIED AND INSTALLED BY CLIENT 28 CABANA-PDR 2'-8" 6'-8" 0'-1 3/4" BROSCO OR 6 STEEL PAINT 3 WD PAINT ALUMINUM 4 - - - ►ITCMEN CA� I6T FLOOR WENT - Cuero CABINET MAl®t - EQUAL 29 CABANA-STORAGE 2'-8" 6'-8" 0'-1 314" BROSCO OR 6 STEEL PAINT 3 WD PAINT ALUMINUM 4 - _ _ LAUNDRY CAB(HEM 16T FLOOR CLIENT - CLIENYS CA15INET MAKER - EQUAL I •FRONT DOOR IST FLOOR CLIert - ac- 30 SPRINKLER SYSTEM WATER 3'-0" 6-8" 0'-1 3/4" TRUSTILE 1 WD P 1 WD PAINT - 2 - - TANK CLOSET •erne ErtR.wCe DooR IaT FLOOR WeM - G.G 31 PRIMARY BATHROOM 2'-0" 6'-8" 0'-1 3/4" TRUSTILE 1 WD P 1 WD PAINT - 5 - - - nnll c() 32 UN-FINISHED BASEMENT 3'-0" 6'-8" 0'-1 3/4" TRUSTILE 1 WD P 1 WD PAINT - 5 - - - W •dLOP 6N6c/tmurr e(Nc AND FAUCET 2.64ee1FNt,0112C4LMNIGsL ROOM. WeUT - G.G - GARAGE) •G EN GARAGE DOOR AND MOTOR IST FLOOR CLIENT - CLIENT PRI� PfNNC.ARATION OF DOOR O BY C.C. j DOOR/HARDWARE NOTES: El CONSULT SCHEDULE CONSULT DOOR SCHEDULE FOR DOOR TYPES,FINISHES AND HARDWARE ROUGH OPENING •DOOR HARDWARE IST FLOOR MA801EM CLIENT - G.G. z SPECIFICATIONS-SEE ALLOWANCE ALL DOORS AND FRAMES TO BE INSTALLED PLUMB AND LEVEL MARK WIDTH HEIGHT HEAD HEIGHT STYLE MANUFACTURER MODEL NO. REMARKS RlFUJTII2l39 IST FLOOR WENT NOT IN CONTRACT ACCURATELY ALIGNED AND SECURELY ANCHORED.ALL DOORS AND HARDWARE TO BE ADJUSTED FOR SMOOTH OPERATION. LAkCGCAPE POOL WALK"YS,PATIOS, WENT - WENT 6 LAN D6CAPER NOT IN CONTRACT O B 3'-0" 3'-0" 8'-0" FIXED CONFIRM C"YE,LAYa ETG UANDOIW NOTE:PROVIDE TEMPERED CA-4ZINCs IF1 B1 3'-0" T-0" 8'-0" FIXED CONFIRM TEMPERED INTERIOR FIRE 8PRINaEr 6Y6TEMt dtENT WENT WENT D 3'-0" 5'-0" 8'-0" FIXED CONFIRM eURVErNG nw STAacUs CUENT Wolr &C. �. / I THE GLAZING IS LOCATED WITHIN 18`ABOVE FINISHED FLOOR IN HEIGHT D1 3'-0" 5'-0" 8'-0" OPERABLE CONFIRM TILT TURN EGRESS BrxoNr FOo+AUaT FANUIGHt FI)CT11RECLIENT G.2.I5T FLOOR pJG O THE GLAZING IS LOCATED WITHIN 48"FROM BATH TUB D2 2'-0" 5'-0" 8'-0" OPERABLE CONFIRM TILT TURN - FLOOR U-�� e THE GLAZING IS LOCATED WITHIN 24-FROM THE ARC OR ELLIPTICAL OF A E 2'-10" 6'-0" 8'-0" FIXED CONFIRM e><1e�AND BF2rCH IST WENT _ &C- - ZBCI,P.OauO tA(HfpCf,LLL'u,cv,KJ DooR E1 2'-10" 6'-0" 8'-0" OPERABLE CONFIRM TILT TURN OPERABLE SOAP aTwP 20 IBT FLOOR wFJrT G.G ra-fug r+wC,.dr of fu3 ere uo a 4.4 ro nc WINDOW FALL PROTECTION-PROVIDE WINDOW FALL PROTECTION IF SILL '�m'a'N'r°"�R r n"a w F 2'-0" 4'-6" 8'-0" FIXED CONFIRM IST FLOOR """" "'"""°`°" "`"°' LEVEL IS LESS THAN 24-FROM INSIDE AND 77'MORE FROM GRADE OUTSIDE Em'IF STONE AND ENTRY STOMA Wpm G.G •u..retfe mo¢W roffuQi+.Erm.,,.:m rlPrRO�f'WRL"CM FIXED OR OPERABLE WINDOWS MUST INCLUDE SAFETY GLASS IF THEY F1 2'-0" 4'-6" 8'-0" OPERABLE CONFIRM TILT TURN C8u?4 FANS �g ( WENT G.G MEASURE LARGER THAN 9 SQUARE FEET,THE BOTTOM EDGE IS LESS THAN G 2'-0" 5'-6" 8'-0" FIXED CONFIRM GREAT ROOMtVENRA DA. _ 18-ABOVE THE FLOOR THE TOPE EDGE IS MORE THAN 3G ABOVE THE OECYED CLIENTn, 4 FLOOR,AND THERE IS WALKING SURFACE WITHING 38.OF THE FLOOR H 3'-0" 4'-6" 8'-0" OPERABLE CONFIRM TILT TURN EGRESS ST eNloUet GBERATOR laT FtJDOFt Err G C o Q FJJI Eel- 1 2'-0" 5'-0" 8'-0" FIXED CONFIRM IST FLOOR G_G G G. coww STILE LOTH w13(r F 10 No. cn 111NDM NOTE f WINDr7%CA4 BE MLLIM K 2'-10" 5'-0" 8'-0" FIXED CONFIRM TEMPERED GLASS eA L DCUIN � Job mm DLO., �3x3r3 TOC��F1 -PROVIDE eWOP FLUNG FOR L 2'-0" 3'-6" 12'-0" FIXED CONFIRM PULL Darr Arnc etAUR 2•laT FLOOR G.c. G G CONFIRM 612E eam Aa AMOROVAl_ M 2'-10" 5'-6" 7'-0" FIXED CONFIRM �s P 2'-4" 4'-0" 16'-6" FIXED CONFIRM Q 2'-0" T-0" T-0" OPERABLE CONFIRM TILT TURN WE 5PEVIFICA1110148 FOR FtR1PER INFORMATION S 2'-0" T-0" 16'-4" FIXED CONFIRM T 2'-10" 2'-10" 10'-1" FIXED CONFIRM U 2'-0" 4'-0" 8'-0" OPERABLE CONFIRM I TILT TURN IOPERABLE,TEMPERED GLASS et.»s►+� Y 1'-B" 2'-4" 14'-10" FIXED CONFIRM - ,3 3SLED/REVISIONS B1D t:ET-1101J7Z3 PE-AI.fD BID°W7- ROOF PLAN I Ff EWL2) RE,o BID EET-17-a0_2 023 FERMY-,Cr.7.1.7077E OVALLEY FLASHING-TYP.PER METAL ROOF MANUFACTURERS RECOMENDATION 4-ROOF PLAN TIMBERLINE UHDZ ASPHALT SHINGLES IN CHARCOAL 30•_0" . STALL AS PER MANUFACTURERS INSTRUCTIONS. ..•• :-r.::••' 1 O STEP FLASHING AND COUNTER FLASHING-Q'ROOF AND CHIMNEY {;; ;c::l..,..1.. {::t It il. li.i.1! l ('1 Ili INTERSECTION ,.1 F..;�.. /J •,. {.. !jI.J 1 11 t, T if It t�13 II I'1 •L..C.. 1 ! t^ O TRIM DINSTALL AS PER MANUFACTURERS INSTRUCTIONS. 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T............ _,.r. ------c__1----I PROPCGM 15T FLOOR GARAGE PLATE LEVEL T_1 5..iL- I T'--I_'i-I i I 7 J-1-T-Ta. —————————— PiaOP08i:D IST FLOOR CEILING LEVEL D1 006W IST FLOOR LEVEL -PROPOSM E"SE CEILING LEVEL L_,L� :H MW sARACE LEVEL PROF1015M C 0 c_ I I - F IL -- --------- PROPOSED BASEMENT LEVEL >1 -—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—- PROPOSED REAR ELEVATION IZ-1 1/4"=V-0" WWFILil.LY T.0 WO L 0-p DRAIN B, for Job No. —r� Rlo No. cz) cmtm &Y?'37073 oap Ab OWOUN 1, .News. E=X�()R S-EVA-nON5 A-2,1 ISSLED/REVISIONS ELEVATION/SEC71014 LEGEND-: BID fEl-11-07-XI73 GAF TIMBERLINE UHDZ ASPHALT SHINGLES IN CHARCOAL Ph-ASED 5r)60-*-0-20-2 • -INSTALL AS PER MANUFACTURERS INSTRUCTIONS. F;E\IeM END BET- �-, ❑ JAMES HARDIE BOARD AND BATTEN VERTICAL SIDING IN NIGHT GRAY IREVt5ED,-f40-2024 A SYNTHETIC FASCIA,SOFFIT.AND TRIM-CONFIRM El STONE VENEER-CONFIRM WITH CLIENT O NEW GUTTER AND LEADER-TIE INTO DRAINAGE SYSTEM 2 SYNTHETIC BEAD BOARD CEILING LING ❑ r O FLASHING AND COUNTER FLASHING PROVIDE VENT El VALLEY FLASHING FOR THE DORMER ON THE LEFT ATTA SYNTCHMENTS-HETIC RAIL SYSTEM-INSTALL PER BUILDING CODE LOADS SUBMIT CUTS&SHOP DRAWINGS. SO TUBE FOOTINGS-MIN.3'4*BELOW GRADE 0 ...YE.- El.... T-T- x- I I T. 7. I El TRELLIS-SEE DETAIL .lj.:Ij..I... GRADE-SEE LANDSCAPE DRAWINGS FOR MORE INFORMATION .1...[1 1 U. I.J..1.1..I ..I I,Ir T 111" I.I:T. EXTERIOR STAIR.Ur T AND r RISER.PROVIDE NUMBER OF PJSERS PER J.I tEl DESIGN I.t A.I I I'-"' LANDSCAPE DES L.A 'T T. A I J,I I I..L. ....... SYNTHETIC STUCCO ON METAL LATH SCREWED INTO THE WEBS.6'MIN. d) 1 4 J_I I I-±J I I I I I I J. -ABOVE GRADE t j.T I is I BELOW GRADE(KEEP SIDING NUN.9 j L.A-1 1 1 4 1 �--EJT UT ...... CHIMNEY CAP SUPPLIED BY CLIENT AND INSTALLED BY G.C. • .3 L I.-T TL IT I t-ft-t-L.I.Al.i. ,, ,, I d- 1 i I I I L l7i 1,1. T I I L,�:� ? T' t. El 1. J..j i I J_I i..1..7....i. ........ tt ........... J;:X I'l,1'.1 A:L DF105M C*ARAGE DOF&lr=R i r i I I ilk`r--�- . , STANDING SEAM METAL ROOF.WEATHER WATCH AND ICE GUARD OVER 0 L.1.1.. X*,X".r 'k ..T.ft:L�: TRIM-INSTALL AS PER MANUFACTURERS INSTRUCTIONS. .4...LT..,!.. ......i.Al... L I. I I i It It ]I It 1. L It L...4 11.4.444 ll,� r PI-ATE LEVEL .1...........1-1 =" —-—-—-—-—- L L I 1 1___T. 2"r;j.......... ..I L T.1 A.1 1.12.1... .T 'T. PROPOWD IST FLOOR GARAGE PLATE LEVEL _ ( 00 T PR A008M IST FLOOR CEILING LEVEL cc; CG CG L-ijiLL] E71 PROPOSED IST FLOOR LEVEL W PROPOSED BASEMENT CEL[NG LEVEL A 64 Ax=7 All -till FI-TA T -4 -H4 I r 11-1-11-1 11 El all mi Ffi�OPOGED GARAGE LEVEL I! I I U I all H I I I I 0. UP t 6m 0 14 PROP06ED BASEMENT LEVEL PROPOSED RIGHT ELEVATION 1/4"=l'-O" ATTACH TO POST 518'X 4 9116'HORIZONTAL PVC 514"X 4"PVC VERTICAL AT 4'-(r D.C.MAX-SPACE EOUALLY 2 A-4,1 GRADE j I T--T.... 11 1:..t. TRELLIS DET LA T" AI'X-E'J"E T" T'I"I'T"V AlL "I...V "'-T" T T I r j L................ :: I 1 4 ... r a-I. r J L -'T.... ........i �-Ii.---' I J.I I I I T., I*E T I J. L i 1 1" 7...[. T., T T 17 ra, :1. �.`E�,.-,-r,l A 1 l.I I I .j J.I I.1.1 1 i I A. i'* .L_ .1" a... T I" I* J..I L...J.I I I-A..j.I...I J.I I I j t 7....1..l....1_L...1...1..!..L.1.....1..I..t. 7 ( T.. rn..t..,_..V�L.J.1 L I :1-T ss! 1..1..1.L. A. T' I "Y,jT"fI"'l"T i.-I-)I-1-5-1.4 1 Y 00 L y I'I U Ti-7'71-i-7"i i J,I t t j...t J. A T.: 1..1.i..1.1... ..j I A L.)1 1 -j I i A J L.jA...rLy I DOSED IST FLOOR PLATE LEVEL T -—-—-—-—-—-—-—- L PROPOSED IST FLOOR CEUWj LEVEL 1.40 F 01 D1 1 1 1 ](]D 0 u- 0 :IT PROPOSED IST FLOM LEVEL. em, Wwmc�y TIC We- -——— " T ws vit 40sART To me �7 E NC)SED BASEMEW MLNCs LD0 flEn PROF la LEVEL b DRA�N 01 eap Job No, - El ........................ b, Rio NO. CD Datm 0"7= so -6cam Ab WOW ----------— PROPOSED LEFT ELEVATION 6hmA Now& 1/4"� PROPOSED BA�T LE%43_ EXTMOR ELEVATIONS —————————————————————————————————————————————————————————— —————— BfwL No. A-2,2 CEILING PLAN LEGEND sSLTi PEvISIONS 131D aET-ii07.�ry7! EX EXISTING oersFD 80 eET-I:'-e-Xr— GFI GROUND FAULT INTERRUPTER I;d-�Tsw BID SET- LP UOUID PROPANE FER•IT EEi-14.70?a TV TELEVISION FP FIREPLACE Et OO CABLE TV E2 0 CEILING SURFACE MOUNTED Q E_._......_....y:•`::: OR RANGING FIXTURE E3 RECESSED CEILING FIXTURE �ll E4 �o WALL MOUNTED FIXTURE F 01 OUTLET(DUPLEX CONVENIENCE) 1' 02 OUTLET(SPECIAL PURPOSE) b Rf C2f3F REGISTER(FLOOR TYPE) _ f PORC RC mC REGISTER(CEILING TYPE) M RG RETURN GRILL R CF ® COUNG FAN i \ SM 0 SMICO2 SMOKE DETECTOR I \ SI $ SINGLE POLE SWITCH Q S3 $3 THREE WAY SNITCH JDO THERMOSTAT S �4 1 ♦\ I INCANDESCENT DIMMER SWITCH V3 3 WAY INCANDESCENT 011dh1ER b :..:...:................:...... \ EXHAUST FAW LIGH71HEAT ~ J \ TOE•KICKHEATER HOSE BIB ;0- -��4 :............. UNDER CABINET LIGHT O ` PORC I I' o i it i i HOT WATER BASE HEATER u 1 t ...... V...( �•• UP CLOSET LIGHT � `' iI.�..•.fI..".�.7I..�."..1I.".�.... ...•••.••••...� ............. ) _.. .................. _ ERV CC MOUNTED ENERGYTO EITCTI A9OVE .. RECOVERY VENT0.LAl70N SYSTEM .....;....-................._........�,.._._..... STEP LIGHT • I I I I I i fj 5L o', tg� I FOR Ef7i1NK13R of 1 SYSTEm- §' s ffl EXACT LarATION g�. \ PORC � &� SPRINKLER \ SYSTEM VLED PORCELAINS TYP WATER STORAGE TANK AND / PUMP ROOM (SLAB ON GRADE) 10 � _........:............... :-=- I 1 � SMICO2 ..... r r • 1 1 � I I 1 I , ' I I ;.0 I 1 \ .._ ........ .._.._ ... UN-FINISHED\ , BASEMENT \ t PORC i , I I FOR CiREAT ROOM KITCWW 1 BEDROOMS.BAM LAUNDRY, ' j MIDROOM THROUGH FLOOR � � I i cOm=LocAnON AHD SIM&CONFIRM 1 (' MTN CUE T AND SUB-CONTRACTCM I I 1 I +/1 B7TB UP RADON PIPE AND GOVEFi FOR ..............:............-..........! .................................. ........ .... .. .................... .... .. I FUTIJFi£SYSTEM AS R£L7iARED �..I.. -� .....I..I. ELECT.PANS i -I 1I GEMExATOR ICE ` STORAGE / �^ I ALARM SYD ml MECH4NAI AL PORC - - --- - I RG '.� ROAM pORC I• I �$-0 ERV SYSTEM MASTER SHOWER &TEAM UHT C• I' MASTER BEDROOM.DAM---' _ _L_ AIR TLWDLEt LOCATED IN ATTIC *SMICO2 OFFICE MASTER WALK4H �I PER MEP ETIGMEEF2 CLOSET.FOYER THROUGH---I-- --- FLOOR I1.�� -:A \ 7 CONDUIT-CONFIRM WITN CLIENT VVH ......... ...................... ..�........... _ .......... ....._,.........._.....I:� ............................. J.. •.f................... ....... Qz y.T ( E"P" WATER MN 88"W 80;VCE LINES-GONIRH PORC EXACT LOCA110H WITN MEP SC CONTRACTORS O OW PREVENTION DEVICE TO OE MTAU F DSTORAGE/ \\-ON SEIL83 MAIN(0-1�G7C VALVJ CLOSETI LLL4TT6 LFFJIK DEFENSE SYSTEM t1UAn3i MONITOR/ \TO SWITCH ABOVE a .... .... LEAK DETECTOR/AUTO 6HITOFF VALVE)TO BE O MAST ER WALK-414-( SET- INSTALLED ON WATER MA1K c CONFIRM EXACT LOanoN _.:.........._.....:........._____._...:..._. NOTE, COORDINATE WITH CUENT'S MP ENGO•IEEt FOR NVAC RECLUR8'ENTS ._....,-..:.:....:».:.:...._»..:.......::..._�......:.......�.,._:._�.... -HOT WATER SY573T TO BE 5PECIF9ED BY CUENTS MP ENGINEER. a.�>NgOM ...............:..:.:....:......................_....,.........._....,..........._...,.....:,.....,.,...... SUMP PUMP IS LOGA7ED- R rEIIJ TRAP PIT ETC.THE G.G.AND ROIBER WLL - '.a C�IW r.:ID M PgCr+piK O M n@t BASEMENT REFLECTED CEILING PLAN PROVIDE TTTE DESIGN' '^k M5P OJM'At TM!STE 40 NJrpl 10W 1/4"=,I,-O„ -WwOLE HOUSE 5URGE"kOTECTOR IS TO BE IN UI.E WITH ELECTRICAL ..caw w wnc+ww v ne- PANgL MMN BREAK -1L.aY$TD...O rLW�rtirQ�a(.(D+,.cart ';a fgG.,r PgJt[LMM NOTE:SEE SEPARATE PLANS FOR 14VAC -50LAR INVERTERS AND 50L4R BATTERY PACK 15 TO BE INSTALLED IN SYSTEM BY CLIENTS CONSULTANT. ArIY ROOM f DESIGN AND E)u1CT F'l 4CETgM BY G.G.AND soma D T. DRAIN 71 eve jcb No His NO. CaDan- O-Jn?0113 Scull, A6 SHOWN 811w1 Na,, BASEMENT ELECTRICAL PLAN A-3.1 56lmD/REVISIONS TO SU&PANEL AT- \ P FRE%leED BID E0-I.._ FOOL HOUSE CABANA \ ...... . HEAT PUMP AND COMPRESSOR EOUIPM PAD-CONFIRM EXACT / TV LOCATION.TYP. / 1 ABOVE CABL O Irb HOSE BIB \ FOR LIGHTED MIRROR oSMCO2 E Hd�R ..... '...............'----.......SWITCH...... AT ............ GF FIXTURE T ONTIME — a{ CLOCK AND SWITCH TO _ FIXTURE 1"ON TIME y PRIMARY BEDROOM I 0 _/ CLOCK AND SWITCH ...I,.,:...,.5•:...,......5 B .:L TO PRIMARY ..:...:.......:.......... B BEDROOM ...`' \ SM/CO2 1 DRYER VENT I V1 LL 1TO t� : Al. - ATTIC I i3.0 ' B �. TOtSWWITCY ° W �`°'_LIGHTS BEDROOM-2 �eTV ISM/CO2 HALLWAY-2 1 �( f DN :1� •�.. vE... ri E E E r 3 MUdROOM .........N......................... .....- ........ •. •..- J i I \ `- GARAGE DOOR _....................:..- - ..\..�j�� FOR \ G R\ Ij OOD OPERATOR \ 1�y TOE INDUC I N 1 y.n,ITiOCK RANGE B _ X13 I-FOR REF. I RIME •i-TO KICK I .....WATER LINE FOR I .........1....... DISPENSER + FOR CABAN EXTERIOR / BB}I� j B / I \\ FUEGENL ER PAD AND f5 p t LIGHTS 7! _• 3 I GARAGE J ' F HOT OR O(W ; 4� .,. ..R F A HOSE BULD I\FOR FUTURE PATIO LIGHTS_ / I DOOR BELL DN UGHTED SWITCH j WP I ��V:JJ111 CONFIRM WITH CLIENT i + / 1 WHETHER AESTHETIC BEAMS / \ i SM/CO2 , EV / SM/CO2 ARE REQUIRED.IF SO WILL BE / , .............................. CHARGER SUPPLIED BY CLIENT AND ••••... INSTALLED BY G.C.WITH ................. CHANGE ORDER \ ---._..._._.._....._.... / DECK RAILING LOW VOLTAGE I/ i BI•a � � B � -� LIGHTS-CONFIRM WITH RAILING COMPNAY-PROVIDE SWITCH INSIDE-CONFIRM LOCATION I \ WITH CLIENT + DOOR OPENER I \ I ' F PREAT ROO I ..__.....__..I .........__ 1 :' t 1 KEYPAD P F I I I B !� DEDICATED ISA CIRCUIT-CONFIRM LOCATION I I I I B \ HEAT PUMP AND \ LP GAS ; \\ r / COMPRESSOR \ I 1 EQUIPMENT PAD- TV I O CABLE 1 ...- CONFIRM EXACT \ F ............. I..Q....... 1 L_J LOCATION.TYP. HOSE BIB WP FIXTl1RE"M" r. ......................_ ARROUNO TRY -- --^ CEILING - _..........._......... ............ ............ ............................................_........_......... . .......... .......'... ........... ....... PERIMETER .:.:................ .....: ......... ... .......::....: LaC— .........................�.-... _..0 FI y' OUTLET D � / �{ _ \ 0 ,\// / Fl F['T121!'1 Fr�FNf�; I \ \ FOR SCHLUTER - /'` i STEAM -— // RADIANT FLOOR U / CONTROL PAD \ HEATING / g C'FI \ EX E1d6TRG '``� LIGHTED U GFI OFAM 0 F4LT IN 044RI ER ...�..........A3...... I I —MIRROR C SM/CO2\T NC /bt M CCN RACT \ I GFI 1 GFl GFI FOYER / FEaC, FSWF!ID w WTEMR70F L PRIMA Y BEDI OM _ _ fi p + LIGHTED SWITCH CIH(EWrtET y TV CABLE... SM/CO2 Pad Ar9` -1.1J SM/CO2 OY,L 6USJCE hblREd OR WYYd►G iUAUR£ (( \ G r 1� , I 1 ' .::::........._�.^..:..:..:�.I CABLEd f I 13 � RlCJ3L0YsHMLRE O TV -- - - ucll(�r / \-- CHIME LIGHT SCHEDULE-BY CLIENT I'Q "� ��`" PRIMA Y WALKaN / CLOSET ;C2 R BELL SYMBOL MANUFACTURER CATALOG NO. DESCRIPTION LAMP REMARKS R� � W U PORCH ) WITH CHIME �-- I 1 � BOX Al BY OWNER CONFIRM LIGHTED MIRROR A.IlOf1J�LICAR ® C2 FFICE A2 BY OWNER CONFIRM HANGING OR COUNG MOUNTED FIXTURE LJGWTtW.TRICK Q<Z NOTE: -- - A3 BY OWNER CONFIRM CEILING FAN WITH LIGHTCUTLET I 1-SWITCH CONTROL TO ALL WATERPROOF OUTLETS ON /dlPttx mltvi�BCE/ 8 L——J C FRONT!REAR PORCHES AND DECK.CONFIRM LOCATION B RAS RDDLED2&tOD-0OYHC-W- RECESSED,DOWN LIGHT,4"SQUARE 10 WATT,7951m WATER PROOF AT WET AREAS AND CLOSETS � alb s , C -PROVIDE MECHANICAL VENTING 0 ALL ATTIC SPACES- Ct RAS CONFIRM SURFACE MOUNT 9-SQUARE 20 WATT.18711m -..Q...,I-. ^^•^ SEE MEP DRAWINGS FOR MORE INFORMATION R�i16TBi lCHU1Ya tTM ...... I:...a_..:_..! C2 RAS CONFIRM SURFACE MOUNT.5.S SQUARE 10 WATT,625M WATER PROOF mC D BROAN NUTONE EXHAUST FAW LIGHT MAXIMUM QUIET 0.8 SONES C=F ASTER(RDCR TYF£) 1` `.! MECHANICAL AND ELECTRICAL NOTES:MECHANICALS BY CLIENT �. UNDER CABINET LIGHT SUPPLY 8 INSTALL BY CABINET MAKER MINN- a CONFIRMIVERIFY NEW OUTLET LOCATIONS,SWITCHES LIGHTING WITH CLIENT-COORDINATE WI CLIENT AV COMPANY, E CONFIRM CONFIRM CONFIRM COORDINATE LIGHTS WITH CABINET C>1tLL SUPPLIER FOR SIZES *J'PI.Y GIOLL „ o PROPOSED 1ST FLOOR ELECTRICAL ❑ HEAT 8 A.C.LOCATION-CEILING OR SLAB FOLLOW MANUFACTURER INSTALLATION RECOMMENDATION -COORDINATE WITH LIGHTS,ETC. EXTERIOR WALL MOUNTED FIXTURE CONFIRM to ccauw u ne.a+a n nc nm r 1 PLAN ( F 8Y OWNER CONFIRM SUPPLIED BY CLIENT,INSTALLED 0Y G.C. ® F/�I owl �a V.W.0 LL ra•n tars,pvpauotsK X"3 LLL'awp,.u.+ HEAT AND AC HEAT PUMP SYSTEM WITH ERV SUPPLY AND RETURN TO ALL AREAS-SUBMIT FINAL DESIGN BUILD DRAWING EXTERIOR CEILING MOUNTED FIXTURE ra+nu rnnsr s,ft nm oo TO aCEILINGT/4"-T'-O„ ❑ AS REQUIRED BY CONSTRUCTION AND CODE G BY OWNER CONFIRM SM/CM 6 ZIM CEWOR!C IMN tL'�L'adDE a�aw"un.a w**n, ne n ° H CONFIRM STRP210835U LED CLOSET STRIP LIGHT LEDD OR EQUAL- cu xvgnao,cw wnmo gym„w:re❑ CONCEPT SUPPLIES AND RETURN GRILLS.PROVIDE AS REQUIRED BY HVAC CONTRACTOR INSTALL ABOVE DOOR ON HEADWALL $ 9►CiE fCIE 6711CN El BATH VENTS TYPICAL TIE TO ERV-CONFIRM I RAS FFLED39 WHITE LED WALL PACK 39 WATTS ON A TIME CLOCK $7 WY B91TW aEo'm c+ o. ❑ FIRE SPRINKLER SYSTEM 8Y CLIENTS CONSULTANT J RAS GUS2.25Y D10 SURFACE MOUNT $• 4 W W Y 6UTCH DRA c. w K CONFIRM CONFIRM INTERIOR WALL MOUNTED FIXTURE 9Yit►OEBCHlI UtM 6UTC/1 File No cn El THE ELECTRICAL PLANS AND SCHEDULES-ALL LIGHTS SHALL BE CONTROLLED ON A DIMMER OR OCCUPANT SENSOR EXCEPT FOR(BATHROOM,HALLWAYS)" ON", a yly� L CONFIRM CONFIRM GARAGE DOOR OPERATOR/UGHi PROVIDED BY GARAGE DOOR SUPPLIER 3 WY OYIlO®C81T dM'9R e, A6 •❑ WHOLE HOUSE SURGE PROTECTOR AND CFCI ON ALL OUTLETS M CONFIRM ROPE LIGHT CONFIRM O T49RI-BTAT 6►o"►oft 1ST FLOOR ELECTRICAL •❑ ALL ELECTRIC BOXES ON EXTERIOR WALLS NEED TO BE AIR SEALED TYPE-NOT REOUIRED IN ICF EXTERIOR WALLS N RAS FSLEO"W/120 STEP LIGHTS 3 WATT,881m INTERIOR AND EXTERIOR MAN +o WHOLE HOUSE WATER SHUT OFF BY KOHLER H2WISE•SMART HOME WATER MONITOR.CONFIRM IF REQUIRED BY CLIENT,IF SO PROVIDE CHANGE ORDER P RING OR CONFIRM MOTION SENSOR DOUBLE FLOOD AND SEE CLIENTS AV DRAWINGS WOW elm EQUAL BY CAMERA LIGHT n DECORA STYLE SWITCHES AND OUTLETS THOUGHT THE HOUSE_CONFIRM WITH CLIENT OWNER WR 6Y61131 VJ-PLY += OUTLET TO BE DIRECTLY BEHIND TOILETS AND BELOW TUB LEVEL AND SINGLE TYPE WR 8Y6THi REnm Bhst No, A-3.2 Seum/REVISIONS i �:. -- ---PROVIDE PLYWOOD ENTIRE D T{T•1101.3.Q� :tf ATTIC-TYP. SI`CT10N NOTES LI PenSM DO W-r-1:-e-ar.3 IREl1EED BID BEf- ROOF(R49) GAF ASPHALT ROOF.SEE SPECIFICATION _tit."• •�: IMVIt M 140-2024, COVE LIGHT AROUND -UNDERLAYMENT PERIMETER ABOVE CROWN -NO RIDGE VENT OR SOFFIT VENTS WITH SIP PANEL MOULD.PROVIDE MOCK UP FOR STEP AND COUNTER FLASHING WHEREVER REQUIRED •�'r CLIENT'S APPROVAL . _UNDER VALLEYS,MIN.36"UP ON WEATHER WATCH(WATER AND I BOTH SIDES PLUS 18"STRIPS CE BARRIER) R3N111F1(ii 16 O.G.UIT}1 J171bT •t.�•• A C ~••+•L M'� �- OVERLAPPED S'ON EACH SIDE •ON ROOF EDGE,7T UP FROM FACE OF EXTERIOR WALL IST FLOOR PLATE LEVEL i + -AT ROOF AND WALL INTERSECTION,MIN.24'ON THE WALL AND MIN.24" I -•, ♦,.�^; ON THE ROOF, IST FLOOR CEILING LEVEL - ...... , ......-.-.. -F- - - - - - - COVE L1GiTT `;�_°•t-T• -1R"GYPSUM BOARD ON CEILING JOISTS _ _ _ _ _ r�`� I� r.�.: alp PA►Eib a PRIMARY DROOM ` �':ILI'.N�;;: PORCH DORMER ROOF. —- COVE 1'f01bDING- 4A•,,Iv t(� •STANDING SEAM METAL ROOF_SEE SPECIFICATION CONFIV1 BTYLF WITH CLIERT �i•+(• i.: UNDERLAYMEfJT r••tT• -2X8 RAFTERS C 16'O.C. NO INSULATION @ �j 7 G'B• ;4:�♦T•a v�::>iy -VALLEY FLASHING AS REQUIRED A-4.1 0 - - +!;t•{ -1IT EXTERIOR SHEATHING b I.: a b :'J •KICK OUT FLASHING AT GUTTER WALL INTERSECTION FIRST FLOOR_(R-3M U t� - FINISHASINDICATED 5 lrZ"HARDIE BACKER BOARD SUBFLOOR @ TILE -TJTS JOISTS AT IST FLOOR-SEE STRUCTURAL DRAWINGS PROPOSED IST FLOOR LEVEL -- -- - - - S"CLOSED CELL SPRAY FOAM INSULATION R-30 g T SCHLUTER SYSTEM AT SHOWERS TILE PROPOSED BA°SMENT�I.- - 4 O FIRST FLOOR AT MASTER BEDROOM.FOYER AREA•(R-30)COVE DUAL G.C.TO CAOWM tp -♦ ... DETAIL UM CLINT AFp INBT A9 1Hf ....:` [ILYL Tl• �OR 1 CFA114Cs AT 9'd -FINISH AS INDICATED c -CONC.SLAB-SEE STRUCTURAL DRAWINGS WHERE NOTED@ TILE CEILING FLOOR SEE STRUCTURAL DRAWINGS ....III•_"•;, ....III-----•III------I I I.......I11------�.�-.-•--..--I ......III---....I I-----•III...__III-......I I I.......I I I.......I I I --- ---.::: :----- :::.::: -- ••:. COVE DETAIL _PRIMARY BEDROOM 5 -CONC. �....._�I-I:--I.-I I.-'I-I_I-----..III.......I_�.I_.....:I I I.......I I.......J..�.I:....I I I...:::III:::::.. ' 3/4"_1 GE-SLAB III. :III III III III ••III .I I�, III III- III ...III I I I- m FINISH AS INDICATED P-4 Bv48EP1£NT • -••• •CONC SLAB•SEE STRUCTURAL CTU AL DRAWINGS O /I -4"CONCRETE SLAB W!1.6 LB OF FORTE FIBER ADMIXTURE PER t CU ....... - YARD OF CONC. r, 0.01 PERMS 15 MILS MINIMUM POLY VAPOR BARRIER BELOW SLAB a STEGO OR EQUAL-SEE SPECIFICATION PROPOSED BME ENT LEVEL I_-I J•-' ;• :I I::::--1 I:::----�-.----_:.I II I I�111I 11.I II1 I-I-I II-1----.IIII�-�I III.-I II I --II•:I- . ,, I••;,I I I.i• 6 -•• RCRUSHED CEILING STONE ON 95%COMPACTED SO IL ,,;; FINISH AS INDICATED ATTIC .. -. _ _......11 I - : . 2K'S._SEE STRUCTURAL DRAWINGS------ ------- -..... ••••••• •••-••• VENT @ ATTIC BY MEP 6'OPEN CELL SPRAY FOAM INSULATION FOR SOUND r� ENGINEER PROVIDE AIR VENTS INTO THE ATTIC SPACES FOR AIR CIRCULATION PER ,n SECTION-1 MEP DRAWINGS TYP. PLYWOOD' va°=r-o 17p'(r dial 3 jl)I-I I I•II 1��•Y • B q-0 Z O INTERIOR Wgllg FLOORING70 BE INSTALLED ACROSS ENTIRE ATTIC. � I it I .(• q-1.4 •(1)LAYER 1/7 GYPSUM WALL BOARD EACH SIDE g 8 2K4 STUD FRAMING { -+.•' -ROCKWALL SOUND INSULATION AROUND BEDROOMS AND BATHROOMS ti1a= KITCHEN C1 ILING QW-0- -•.i-1.1.7:. D WALLS•(R-24) o BEEEA q,,r •••. r-Z Y•7�';:•::: ICF CONCRETE-SEE STRUCTURAL DRAWINGS •;�� --C Irr GYPSUM BOARD-UNFINISHED BASEMENT WALLS SHALL HAVE FIRE -.-.-._....... RESISTANT SPRAY AS G.B.IS FUTURE ..t t i••"' 1••,'rx:::T.�1i.:z:::!:.:r r tr I -1 •VERTICAL HARDIE SIDING-SEE ELEVATIONS WINDOW/DOOR BUCK •�( „ t: ,r r, rrr a^r r 3 ).1.7.:ii. VY04DO FRAME WALLS.FILLED WITH S O ED CELL SPRAY FOAM, MATERIAL• .;'�:• '�., rz r s J t-sr r 1 11::/. -- -DUPONT THERMAX SHEATHING•R-0.1 �' 1: — — _ _ ....-._..-,,1_i-_.1.I..a..I_I 11_7I'.(II1_I-'.,i1 LI..I.1 11(i-�1.1.�.1 1—1!.A1'.1.. ..•ti',. — — — terai..y)...•a.... ....�.:.:'Jx"r:.'.:.t:�_:::...;....,.....................r.....:t..:.^t.:.:..:r.r_..•......',.•...T,.'.I.�:.:..r'.t,..'�;::'.T�..7,..-a-_.-.If:...-,..,...-..t..7....:l:T:1.l:T!�....1t.7.t.. •-.-,.--t:,:.•-",,,T�.T,'J:_.-:.-.:.tr`..'T,.......L,..1C. .. ' CaAR�yE DORMER PLAT E LEVEL SIDING.(TIMBERSTRANDLSL , ` __ I1. .....Y _ „-r""r"' — — — ' RIM BOARD)TYP. . _0 The fdbmn important sd n installation notes horizontal ed es_LI Galvanized Z-Flashlnp to be Installed along Hardee Siding Panels ....... �.,.:..f.... ��PLATE LEVEL GalvanizedSClaws to be used for anchoring Hardie Skimp Panels into Nudura ICF vertical web fastener strips Plasbc•Based Furrmp Steps to be used for mountrng Handle Sldmg Paneh GREAT ROOM +Q to Nudura ICF vertical vveb fastener strips W �� Algnment of Hardie Batten Str ps with Nudura ICF vertical web tastenel strips •--•-• W (IMPORTANT NOTE.Fast Batten Strl must align with Nudura ICF vertical web I................... m 0fastener stripat Gable Center Point with each subsequent Batten Strip spaced 8' • . I "v W OTC outward from center point) W - pt.o•e.irtn :r.a"c..'�w.ec tic W � r b Ix fie ::. ..........:7 ... r O FOUNDATION W _ -ICF COfJC.FOUNDATION WALL WI DAMPPROOFING"TREMCO"OR EQUAL clv.rnOaYEDtt!Kvf�rw rm.u•[urr II. .......''�:.. ..... .S. .`. ..,^..--- ....... DRAINAGE r.. AND ��' ��'�' ••YIl, .......I ••1 U♦ i -SUSE EE SSTTRUCTURAL DRAWINGS SYSTEM I '� a•"..e w,.,,ar,tEcurm, .. ...;.. .•......••Li : ♦ ENGINEERS DRAWINGS IRE�� '�� --_-- N•• '•„ _.. BASEMENT,UN TO DAY LIGHT SEE CIVIL R I - - 1' @ - - - I - PFZOPOSED IST FLOOR LEVEL V I I N I Y E PROPOSM BASErID4T ClEILING D FASCIAISOFFIT •HARDIE FASCIA SOFFITS-NO SOFFIT VENTS WI SIP PANEL -••^' rnu..rrrrz,torn r.er .B.-UNTAPPED TL am- LEADERS @GUTTERS,TIE INTO PVC RUN TO DRAINAGE SYSTEM,SPLASH STOP,ROOF EDGE,ICE GUARDS ETC.-PROVIDE MOCK UP OF MOULDING, DETAILS ETC. n - - - - PROPOSED GARAGE LEVEL _ - I:I::-I::-:.I:II I-I-----I•III•-I-•I--IIII-I-•I---I1 I i•I---I=I1 11:I:-I�II I I-I---I--I-III:1:::I:::II^II-I--i---IIII-I--= .. -:I-:-:I-:-:-:I::.I._.I.I..._.II..::I:-:•:-I--I: ..II:.:I •-I•_:1:.•:-:1-..I.-II...I:-I:-::I::.:I:.:......-.::.::-::.:T:-: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- o- .. .I...I II I I ....... ....... III III III I I I I I :: PRIOR TO COMPLETION OF ROUGH FRAMING,CONTRACTOR _.. Sl4LL RECLIEST SITE REVIEW BY STRUCTLRA L ENGINE=R NOTE.REFER THIS DETAIL FOR RAKE DETAJL BY ----:-- -..... ------ _..... ------. -•---�I-.II III I II III ••.-I�-I-- •----•1.-�I-•.....•••••• •-•• -••- :::::::III::::::I t I. I I I..I.I-:::::: I-I I I I.I:::::-.I_I I.-----:I•I-I.-----: -1--I I_---..:III::......... ...... ._::III--•-III...- - .::III::.:::I ..... I PROVIDE NOTE REFER THIS DETAIL FOR ROOF EAVE DETAIL BY ARCHITECT TRIM DETAIL MOCKUP FOR APPROVAL ------- -••- � _ . ,. .I..II_r.I...,.....�I_..�I..II.....I...I_..1...1.I..I...I.:.1:.:.:1.:.:.I:.I.�I_II.-:.I:.:•.:I-.:-.:I.:II...II...I-I.:•I•:-:I•:••t•.lI.•-II'•---II-_--I•:•1:•.:•:I•:�l....II..I.--I i•-•I:I.I..1I-.�.I.-1••:•I:•:•:I-.�•._�I•.•1I.•_I••:•i•::•::•::II�I.I I.•::•:.. -� I I:::_.:I I __-.- •:IIIII::::III.II:::::::.II�iI I : :::::F•M,nlen FOR TRIM DETAIL PROVIDE TRIM DETAIL MOCK UP FOR APPROVAL I I-••••••II•••• :I_J�.-.�I_ ::::::L:.I......I....I..i:•._:-.:•..:•..:•..:.:•�.: :•:-:-I:-.:1:-.-�.II.._..II..�..II.:-::-1-::-:-I: DETAIL RAKE DETAIL .---�- ..I.II.:•:..::-I:.:.I-:._I...I.. :..I.OI..I.P ....I -.- ...... _...-:I F:::-I -::::.�RO EAE ._ . I ••--- -t-.-.0•.-.•.-..8-.-.......... _.--.. ...... _..... :::::: •::-:: : :::::: :::::::I ::::::: ..... :: ...... - -d ►. - .E.�II. D B A-8 Eh1EM LE- VE]_ I n SECTION-2 1/4"=1'-0" SIP/ICF AND ENERGY DETAILS BY G.C. 0Y S.I.P.MANUFACTURER �I I > b ROOF S.I.P.- TYPICAL TYYEK HOUSE WRAP/WINDOW � --\ INSTALLATION DEi•AIL FOR ICI=WALL INSTALL FASTENERS AS REOUIREQ BY S.I.P.MANUFACTURER SYNTHETIC FASCIA ROOF S.I.P - I ! ., 2 X(ADDER FRAMING O ROUGH OPENING TO BE 3/4"./-UATH I"BACKER ROD ALL SIDES 4 z S.I.P.SHEATHING•SIP ROOF OVERHANG- PANELS TO INCORPORATE BORATE-TREATED FOAM AND SYNTHETIC SOFFIT -4 t _ O INSTALL CORTE2 FLA3HWG TAPE AT BOTTOH OF.14M OSB.-TYP.•CONFIRM OVERHANG CLOSED CELL SPRAY _ AN&TM��ME BEAL ONTO EXTERIOR BIDE OF DETAIL WITHSUPPLIER CONTRACTOR AND FOAM INSULATION O 2 LL SIP SUPPLIER Ui INSTALL SILL FLAEiI-LING. ♦`♦ WEATHNERWATCHR-- _ _ BLOCKING SILL PLATE INSTALL.LAM FLASHING ON BOTH SIDES. ` ROOF EDGE BY G.C. SILL PLATE O 2 X 8 S.I.P.RAFTER TAIL INSTALL C 0R!!N RR FLASi4NG TAPE AT T W1B - - INSTALL FASTERS PER S.I.P. OP OF a rc..,.,a.n MANUFACTURERS INSTRUCTIONS AND HEAD. —ANCHOR BOLT INSTALL HAD FLABI•IING. ZePADa o vauo wut ac.tc lci�wcu w 2 X S.I.P.RAFTER TAIL SUPPORT ICF WALL —- �l l O rdx n,s�arm.e.�t n.�yre oh Irn ro a !(V� Lem•ae.vtr rntea nserote tcunc+r Q✓CA U rtW i W t1EN(LTeprt O M nrpt SIDING O SYNTHETIC SOFFIT 8 FASCIA CAILK IU hl NDCW O THREE SIDES(14Pff3b AND WAD) uL vs e a o lrev cc..cr a m.t.r UATH OPEN CELL SPRAY FOAM --- � - Oe INSTALL.WINDOW PER MANLFACTL ERS INSTRUCTIONS UDIP BY G.C. aEo m a r _ O APPLY ADDITIONAL FLAS1-IING TAPE TO SEAL GAP IN IZ-i m CUTS FOR APPROVAL Me DETAIL•SUBMIT 9 BETU.EEN WMDCU)AND 44M FLASi•IING FROM STEP'4. Rio No. nlKry 3 a y e SEE DETAIL FOR SEALING INSET ICF UTALL UANDO118. Dais, 0a?5W73 APPLY NG TAPE ON�iEAD e ' O O OUTER EDGESIOF JAMB FLA3{-UNCsEMENDING BEYOND Flirt►� ICF/SIP DETAIL-RAKE EDGE/SIP DETAIL-RAKE EDGE SECTIONS ONOT USED ENERGY DETAIL-WINDOW INSTALLATION O NOT USED A-4i 1 /REVISIONS BID'Et-1107-2073 PEl05M BID BET-1:42-X"r5 ROOF(R49) r;E%aEW BID eET-12-I&IS"', •GAF ASPHALT ROOF.SEE SPECIFICATION IFE)3"117 Eet-7-A..(J-•L -UNDERLAYMENT •NO RIDGE VENT OR SOFFIT VENTS WITH SIP PANEL •STEP AND COUNTER FLASHING WHEREVER REQUIRED -WEATHER WATCH(WATER AND ICE BARRIER) UNDER VALLEYS,MIN.3T UP ON BOTH SIDES PLUS 18"STRIPS 20 STUD WALL @ LOCATIONS OVERLAPPED 6"ON EACH SIDE. P SHOWN ON STRUCTURAL -ON ROOF EDGE.TY UP FROM FACE OF EXTERIOR WALL \...I DRAWINGS -AT ROOF AND WALL INTERSECTION,MIN.24"ON THE WALL AND MIN.24" ON THE ROOF. -ltZ'GYPSUM BOARD ON CEILING JOISTS SIDING PORCH DORMER ROOF. 4 STANDING SEAM METAL ROOF-SEE SPECIFICATION _b UNDERLAYMENT ...7...1...(-..:1:.7�..:1.:7....1...t....I...I..x...l...l:.:.I...:..:' .STEP FLASHING 2 X 8 RAFTERS®16-O.C. .� Vj .....:}7•J,•;;f•• -.. NOINSULATION OF TLTIO N ll yU7( ~•-l•`•), C�':.''�)'� GAS REQUIRED V •1/2•EXTERIOR SHEATHING 0 ccc-nnn KICK OUT FLASHING AT GUTTER WALL INTERSECTION `t• 6 x;:t:::x:::t:':::-::' t"x':'t:::x:::t:::: FIRST FLOOR-(R•30) _..... r.:i.=:I:i:)::I:;a:_c:t r ':=%:[:i:)':c:i:):�:i:::�xEl ••.}-:.lti Eli! ...... c)_c..:. 1 -FINISH AS INDICATED 314"SU R L MATCH MAIN HOWSE CEILING \ :�Y•• r.l..r _,__xx • HARDIE B ;�•,- : -112"HARDIE BACKER BOARD S SEE STRUCTURAL T TILE .R••Yi» - -_ - •"';,:r•••ra. - - - - PROVIDE PLYWOOD •TJTS JOISTS AT 1ST FLOOR-SEE STRUCTlRAL DRAWINGS )•s• !';�f•a,r,• ENTIRE ATTIC FLOOR- •+. a:.S• S-CLOSED CELL SPRAY FOAM INSULATION RJO dj(S •r:••' '��•'t.(,�.y, TYP. i.1�.�'�•.�:;�!..t::!�:i..::,{:::'••;v; :•1. -SCHLUTER SYSTEM AT SHOWERS TILE I'V• GWRA61E DORMER PLATE LEVEL �t�.2�1• _---_-- - ___-___-_ '• FIRST FLOOR AT MASTER BEDROOM,FOYER AREA-fR-30) � `p ATTIC SPACE 1 ATTIC SPACE Y•'`._��l GARACIE�.4TE LEVEL i -FINISH AS INDICATED _ _PROPOSED PLATE EVE -WHERE SLAB.SEE STRUCTURAL DRAWINGS -- - - - - - - - - - - - - - - - WHERE NOTED®TILE -CONC.FLOOR-SEE STRUCTURAL DRAWINGS � R 30 : �PROPOSED 1ST FLOOR CEILING w' 1 a GARAGE-SLAB V/ 1 P4 1 FINISH AS INDICATED ®® CONC.SLAB.SEE STRUCTURAL DRAWINGS O -4"CONCRETE SLAB WI 1.6 LB.OF FORTE FIBER ADMIXTURE PER 1 CU b a YARD OF CONC. 1 b -0.01 PERMS 15 MILS MINIMUM POLY VAPOR BARRIER BELOW SLAB 1 iT STEGO OR EQUAL-SEE SPECIFICATION STAIR GARAGE HALLWAY-2 i 17'OF 112"CRUSHED STONE ON 95%COMPACTED SOIL --r_oNC.APRON 1 ❑ ATTIC FLOOR I CEILING I 6 A -FINISH AS INDICATED -2x'S.-SEE STRUCTURAL DRAWINGS (=� FIROPOGM IST FLOOR LEVEL PROPOSED 1ST FLOOR LEVEL •6"OPEN CELL SPRAY FOAM INSULATION FOR SOUND $ -PROVIDE AIR VENTS INTO THE ATTIC SPACES FOR AIR CIRCULATION PER CEIL AG o A t MEP DRAWINGS TYP. - 1�---�J - - - - - -BEVEL b - - 1 1 - - - -- - - •PLYWOOD FLOORING TO BE INSTALLED ACROSS ENTIRE ATTIC. _• I - INTERIOR WALLS h\ A-1.2 At 1 A 3 PROPOSM GARAGE LEVEL 1 i 20 STUD FRAMING GYPSUM WALL BOARD EACH SIDE '• 1 1 -St4 STUD FRAMING t - 1 A -ROCKWALL SOUND INSULATION AROUND BEDROOMS AND BATHROOMSIEJ 1 I C El WALLS a s q .)I--•••••III....._III•••••-.III••••••.III••••••-III-......III-•••••III•••••••III•••-•-.III •--..III.......II•••••••III•-••--•III•••••••III•. i 1 -ICF CONCRETE.SEE STRUCTURAL DRAWINGS _ .. .. .. .. .. _. _.. _. .. UNFINISHED -112-GYPSUM BOARD-UNFINISHED BASEMENT WALLS SHALL HAVE FIRE I I.-••..•III._ .....III.......I i:....III.......I I:::::::III.......I I I.......I I I.......I 11.---1 I I_.... I I-.....III:-:-::1 I i.-.--..I I 1-.....I I_I....... i :BASEMENT RESISTANT SPRAY ASG.B.IS FUTURE $ ....._ ...-. ....... ....... _..... .....» ....... ....... ..»... ....... ....... .... ....... 1 1 -VERTICAL HARDIE SIDING-SEE ELEVATIONS I•---..1 I 1-•••-•I I I----••I I I....._I I I-•-••III•••-_III.......III.�...�...III------III•--_•--III..•-•-•III III-..'III III---III III- i A .III;---:III•-- WOOD FRAME WALLS,FILLED WITH CLOSED CELL SPRAY FOAM. g� j,!•I I-: L,.....r -. .. BASEI"lEW LEVEL 1 I to I I -DUPONiTHERMAXSHEATHING.R-10.1 —II •. _ +...••--I_ _ '..-:-:--. PROPOSED BASEMENT -SIDING. �I••••-III The follows imp ortant siding installation notes ::..:::I i I:::.::III:::..::I I.:..:::III-.:...:�I III --III:::.:.:III:::..::t ::..:::III:::.:::III::.....I.•...III....:::I I I: :I 1 Pia 9 ... r -..... ....... .....- ----- -..... _---- ----- '--'-: ......., �....... i........i -----' ....... i..._..I ..:....I I_....:` I:: - - Galvanized Z-Flashing to be installed along Hardie Siding Panels III T .-._.. I....... I I.....III:::::::III......III.......III.::::::III-::::::III:::::::III::::::: - - _ her ZOntal edges ...... ....... ..... .....-- ------ ----•- ------- ----- ••----- ••----- ------ ------- ---•--- ----... _..... ....... ....... ......., ....... ....... ......: ....... ....... ........ .....- ::::-: Galvanized Screws to be used for anchoring Hardie Siding Panels into III.......I I I.......I I I.-----III III ...III.---•III.......III.......I I I.......I I I........I .......I.......III-.....I _I I-.•..--I I•-...-.III.....--III.--- _..... I I I.......I ...III.......III.......I i I.......III.......III.......III......I I I_.....I I I.......I I I....... Nudura ICF vertical web f ener strips 3 SE TION-3 Phastic-Based Furring Strips tobe used for mounting Hardie Siding Panels to Nudura ICF vertical web fastener strips SECTION 7 Alignment of Hardie Batten Strips with Nudura ICF vertical web fastener strips - 7 (IMPORTANT NOTE First Batten Strip must align wAN Nudura ICF vertical web 1/4"=1'-0" fastener strip at Gable Center Pant,with each subsequent Batten Strip spaced B• OIC outward from center pant) O FOUNDATION -ICF CONC.FOUNDATION WALL W1 DAMPPROOFING'TREMCO.OR EQUAL AND DRAINAGE BOARD •USE FOOTHOLD FOOTING SYSTEM SEE STRUCTURAL DRAWINGS -FOOTING DRAINS ENTIRE BASEMENT,RUN TO DAY LIGHT-SEE CIVIL ENGINEERS DRAWINGS a FASCIA/SOFFIT •HARDIE FASCIA®SOFFITS-NO SOFFIT VENTS W/SIP PANEL •LEADERS @GUTTERS,TIE INTO PVC RUN TO DRAINAGE SYSTEM,SPLASH STOP,ROOF EDGE.ICE GUARDS ETC.-PROVIDE MOCK UP OF MOULDING. DETAILS ETC. PRIOR TO COMPLETION OF ROUGH FRAMING,CONTRACTOR b'Ict Watt S"ALL REQIEST SITE REVIEW BY STRUCTURA-ENGINEER. r Ia=PKIL ATION PROPOSED PROPOSM STAIR ROOM GARACsE EAFUH io caHcB etas oN GanoE- o --Ism STIRI[TR.iI,quit R-W&PRAY FOAM f IN&ILATION i -.t .s.. G.D. 15 MN.FIRE RAT® SPRAY P t tone veneer DETAIL-GARAGE AND STAIR FLOOR 1 ortar setting bed SECTION -Scratch coat O 1 1/2"=V-0" Metal lath ICF as specified -once o ccPnaoM nie cr✓W u ne rW-MrV c•ne nin n•wi A'!T'•vS":/'KJM.:.t1T Ks.M UU O+ rc.a nq raas.�st rw�yte ion roe to ac u f•o>a air ones naiecee tccci,o*t Cc,[A Utulit wnp+CO eD>f P n!cats: 41 A/[L'TD.v0 iCP/J CL rttJi[D�tmir iy/! CL tA6in�iCCiKM OECtm tlt O. 2 STONE VENEER INSTALLATIONJob Mai. File No. w,,,a NOTE.COOROINATE WITH CLIENTS 4'•1•STONE I&0, O`M9" SELECTION AND MANUFACTURE INSTALLATION ac1io Ab 5HOUJ I METHOD F. -Mara., 3EC11ON5 BMs.1 No. 4 I 2 BELIED/REVISIONS 2x RIRRNG STRIP AS PER MAKFACTURE R'S RECOMMENDATION -- R Ey'19t7J BID eEl-I:.C'-:S FwE%I fD BID SET-I:•:8- ,,, INSTALL W-Fr8 HAFnE VERTICAL FE(d91 SIDING -- -ICF WALL_ ICF WALL FLASHING TAPE INSTALLED PER PAINT ON G.B.ON ALL /� MANUFACTUR�2S NSTRUCTIONS NTERIOR LLtdLL6 AND EXTERIOR CEILING-TYP. (�(� °.ti��4THNG OR FURRINCs STRIP FOR VERTICAL SIDING FLASHING WITH DRIP EDCaE '.. y ICF WALL EPS FOAM TRIM I In BACKER ROD a.' �••{ In BACKER ROD WITH 8PRAY FOAM s >••�j ': INTERIOR AND EXTERIOR SHIM SPACE WOOD BLOCKING .•;).. �.. r i ��DRIP-TYPICAL iI CONFIRM ATTACH IENT WITH WINDOW INSTALLER �•..:` .a. OPEN CELL BPARY FOAM, � -' •,•�' � --PROVIDE METAL STRAP AT EACH CaIJiRBa;LLEt3 18 2 I!2°ORMORE RCIUGW �V PROVIDE EVERY OTHER BACKER ROD CAai_K COURSE ICF WEB 15 LEB�TH 4N 2 V2°PROM RO"OPEN[Wz. Doan :.T. GYPSiA'1 BOARD --- -�-� WOOD BLOCKING PROVIDE ~ 3/4'SHIM SPACE U w'`•y TRIM wl --OPEN CELL SPAAY FOAM/CAULK 81LCOPE C.ULKING AT INTERIOR HEAD 0 FLASHNG TAPE AS F;IEMIRED AND EXTERIOR WINDOW FACE CONFIRM SHELF ON SITE-AS �)BEAU-DIRECTLY COAT - EF8—`] I °AZEC°R.NLNG-CONFIRM DETAIL Ul<Tl U REQUIRED FOR DOOR SILL- WINDOW SYSTEM c MAMFACRI2>32 --- -- COPPER SILL PAN- --- - WOOD FLOORING-CONFIRM L� R-30 INSULATION DOOR EXTENSION SILL EXTEND A� OVER KICK PLATE - FLOOR TRU88 JOISTS 2 -ICF WINDOW-HEAD DETAIL � 1 OPEN CELL SPRAY FOAM 3.._ -0• O OPEN CELL SPIRY FOAM >•1 5/8°E�Ci11210R SHEATHING AND SYNTHETIC FLASHING TAPE INSTALLED PER /CAULK �►J•/' FLOORING-INSTALL PERHIN MANU SYNT RER'STIC MAR FACTUREIRS NSTRUCTTONB-- F-4 INSTR(�OI( WINDOW SYSTEM-BOXED STYLE KICK PLATE SYNTHETIC TRIM OVER TO EXTERIOR SHEATHING AT THE WINDOW FRAME FASTENED EXTERIOR PLACE,SET TO .� DOOR,PROVIDE FLASHNG AND i_---- EXTERIOR FAEE N C OF CONCRETE WALL. COUNTER FLASHNG OVER _ BOARD ------- ' BUCK SYSTEM-PROVIDE 3/4"SHIM s SILICONE CAULKING AT INTERIOR SPACE r AND EXTERIOR WINDOW FACE 'HARD(E'-FIBER CEMENT (TYP)SEAL DIRECTLY TO EIFS TRIM-CONFIRM �� ■ BASE COAT LAYER FLASHING TAPE AS REQU Zee �c-�' o0 _ fl 5/B■EXTERIOR 4 WOOD SILL- ` I"BACKER ROD WITH SPRAY FOAM INTERIOR AND ' EXTERIOR SHIM SPACE. o GYPSUM BOARD WINDOW SILL WI/DRIP ' ---PROVIDE METAL STRAP AT EACH COURSE,WEB �f IS 2 V2"OR MORE FROM ROUGH OPENNG ' OR PROVIDE EVERY OTHER CCLME IF WEB 15 1 LE88 THAN 2 V2°FROM ROUGH OPETWNG. PANT CONFIRM 81DNG COLOR WITH CLIENT -- -- G BINTERIOR ''• '. ICF WALL EPS FOAM OU IR TDOORI SYNTI ITC I5 MIN FIR RATED PANT AT EXTERIORFLOONG-PER ALL ICF WALLS-TYP. MANIF,ec'11tZs�2 ICF WALL NOTE t PROVIDE METAL STRAP AT EA W COUl;t8E, WEB IS 2 V2"OR MORE FROM ROUGH OPENINCs ---6°CLOSED CELL SPRAY OR PROVIDE EVERY OTHER COURSE IF W®IS LESS FOAM INSULATION T44N 2 V2°FROM ROUGH OPENING. n-ICF WINDOW SILL DETAIL °I LA VV VERTICAL BIDING- COFIRM COLOR V-4' NOTEI USE COPPER SILL PAN FOR ALL T i:r,�� ;:••,.t. "�.'` c:i� {r''t t^ EXTERIOR DOORS-TYP. �T� �:�`"'•;:;i ~;�:�st''�'y'1* DETAIL-AT GREAT ROOM AND DECK Y.i•K, �;.�., r •s:' .'•}�'. �Sy'\� t•.+_�T�J•3.i•`•:%%,•,,:' SUBMIT MOCK LIP OF TRIM, yjy�K,t=7��•;i t( STONE DETAIL AND OTI-ER TRIM DETAILS TYP. 6"CONCRETE CORE ICF WALL �e t^ • y.. FIASNING-TYPICAL LLEATHER RESISTANT ICF WALL BARRIER TRIM - SIDING :•�S• - - -- WIRE MESH OR EXPANDED PROVIDE METAL STRAP AT EACH COl1R8E WEB IS 2 I!2" `'•�" - CONCRETE CORE ICF WALL METAL L4T1S SECURE UD ICF FASTENING STRIPS/STUDS OR MORE FROM ROUGH OPENING �.' t.:,. TOP OF OR PROVIDE EVERY OTHER COURSE IF WEB IS LESS l.j ...;. INSTALL JAMES HARDIE BOARD SIDING PER STONE i'-0" ` MANUFACTURER'S RECOMENDATION THAN 2 112"FROM ROUC•>r-1 OPEN1NCs. :�1`. FROM LEVEL I�' -FLASHING TAPE AS FE-WIRM )` FLASHING SCRATCH COAT FINAL MORTAR SETTING BED In BAGICEh ROD WITH SPRAY FOAM ` ' 6°TRIM-AZEK OR KLEAR LEVEI 1 INTERIOR AND EXTERIOR SHIM SPACE I EVE THIN STONE VENEER/MORTAR JOINTS � SYNTHETIC STUCCO 6"BELOW GRADE EXTERIOR WINDOW SYSTEM ?C-` AND 2"BEHIND TRIM/SIDING FLOOR JOIST FLOOR TRUSS JOIST _. '''• GRADE -- GRADE WOOD BLOCKING PROVIDE r' io 4 Z 3✓4 '�MIN.SHIM SPACE .t ._ -CONfiRM WITH NE TH STOW VENEER i, Y7ANlfFACTURER THAT STONE lz BUCK SYSTEM(TIMBERSTRAND CAN BE INSTALLED 6'BE1ow -- !ei RIM BOARD)TYP. UN TAPED G.B. :,;% /� GRADELL 112"GYPSUM +• 0 E3OAF?!DL BASE ; SPRAY FIREPROOFING PA ET PANT >{ 10"CONCRETE CORE ICF WALL CEILING 1 WALLS- { 10"CONCRETE CORE ICF WALL ON THE EXPOSED ICF PER ''+• ' SILICONE CAULKING AT INTERIOR AND CODE FOOTING BOARD FOOTING BOARD EXTERIOR WINDOW FACE(TYP)BEAL . DIRECTLY TO EIFS BABE COAT LAYER BASEMENTG�XSLLL71 .!-t.!'!'• . Ile°i:°fel,•i!T,!P4'1TF/Y P tT W ygfj.dp140 LRfJ1,�T,llt- /p S _ c®t rs mo-W uatw5+ur.0.5 auo LLLi- , a- L©2i ecR M�Pwp,(y;T Ai T4-ale WC H wrn T tt FOOTING DRAIN-ON MIN.2" FOOTING DRAIN-ON MIN.7' tm ew rtr mvt nle CSl lRinP,Cw t'- \•i 1•t •.�.. GC.Cw tL,+Clt,ae TTp,t-.G lcp Low,, JAMB \.?Sn 't. GRAVEL AND SALT NAY r.,. y:)'�:� GRAVEL COVERED WV 6"OF l )•;')•i `:1- ..u.vs,s.,.o.use�.�w,m.omu..:.T 1-77.7771777: - ` it; COVERED W/6"OF GRAVELw. S t S GRAVEL TYP.-RUN TO DAY >. :� TYR SLAB : .-; :'•` LIGHT- SEE CIVIL %�: •i.' �, a !••�''i ENGINEER'S DRAWING TRIM '- •• 1 t.' :gym e, CONT.FOOTING UIRAPPED WY 1 )' CONT.FOOTING LLRAPPED W/ QVAvN Ell ete GYPSUM BOARD RIGID INSULATION j•:• RIGID INSULATION OF FOOTPOLD .�;. L Fits No. auv ICF FOOTING SYSTEM Dolt: o9rgro,, /1-ICF WINDOW-JAMB DETAIL scab 3"=l'-0" BASEMENT TO FIRST FLOOR TYPICAL WALL DETAIL BASEMENT TO FIRST FLOOR CEILING TYPICAL STONE VENEER WALL DETAIL a,°.l Ham, ICF DETAILS INSTALL TON STONE VENEER AS PER hI4N1FACTURERS INSTRUCTIONS INSTALL THIN STONE VENEER AS PER IlA"IFACTURERS INSTRi1CTIONS WALL TYPE 1 vz=1'4" A-4.3 ISSUED/REVISIONS tWL`T�t-IN07-2M "DE'vism ewo BET-I12-21=1 F;iENiEW E310 BET- rtr"l BET-7-1.2W.d a, 7'-0" 1 11 1 1 u 111f7, 0*-I11/7' 4 L, 13'-9 1/4" 5'.1" e A5.1 0'-11 7/9' 117/8' 01-10 5t8*' OUTDOOR 1-1 SHOWER 5 ROO F STANDIWITHNG SEAM METAL A-5.1 HIGH Q WATCH MEMaaRANE ................. ....... ... 6 w .... ................. ................ L4L ....... .............. ................... ....... ........ ......... .... PDR ,---LINE OF WALL ire0 POOL EOUIPMENT ABOVE .................:........... f, t .......... ..............I....................... ............... PAD-CONFIRM SIZE �D ........ ........................................... ..... ....................... -\ POOL EQUIPMENT- VERANDA ..... .... —-—-—-— b ........................................1............. ..... .............................................. PAD-CONFIRM SVE ............................................. ...... .......................... ...... SLAB ON SLAB ON GRADEGRADE b ...... ................................................................................ ................................................................................. a) STORjkGE ............ ............................1.1 I............................................. ...................... ............................................t PDR STORAGE i. ................................... .................... .......... ............................ .............. ;11- P4 GRADE-SEE LANDSCAPE .............................................. ......**'*.".*...........*............................I....... ADRRCAHWTINEGT ..................................................................... .................. ............................... A 0 ..................... ....................... .......................... 01 8... ....................... ..............14...... F ... .......... A4 ......I.................. ....... ........... ...... ...... .................. L (29 I. d 11::: LINE OF PATIO 1 1/2" ..... ........................ ABOVE IT oe PROPOSED CABANA FOUNDATION PLAN 2 PROPOSED 1ST FLOOR PLAN PROPOSED ROOF PLAN SECTION-4 1/4"=1'-0" 1/4"=l'-O" 1/4"=V-101" 4 4 5 5 A-5.1 A-5.1 A5.1 4 A-5.1 ,-METAL ROOFING-SEE METAL A-5.1 SPECIFICATION ROOFING-SEE SPECIFICATION GUI-TER AND LEADER TO MATCH MAIN % HOUSE PLATE LEVEL II SYNTHETIC BEAD BOARD CEILING HARD VERTICAL SIDING-SEE STORS GE SPECI FICATION RIGID INSULATION CONFIRM GRADE I SLAB ON GRADE FLOORL2LEL__,� w ....•...... II-z 0 .. . ::::::I .............. co t i .. PROPOSED FRONT ELEVATION r,.\PROPOSED LEFT ELEVATION PROPOSED REAR ELEVATION PROPOSED RIGHT ELEVATION ...... .... \ZJ 1/4"=1'-0" 1/4" " 'Z/1/4" V-9' 'Z�1/4" 1 1'-0 V'i'7 .7i'T ....... &�E ION�5 � 4 CEILING PLAN LEGEND EX, EXISTING GFI GROUND FAULT INTERRUPTER LP LIQUID PROPANE TV TELEVISION FP FIREPLACE OUTDOOR Ell @ CABLE TV SE BIB .fOWER E2 0 CEILING SURFACE MOUNTED OR HANGING FIXTURE A .................................... E3 RECESSED CEILING FIXTURE P FI E4 `o WALL MOUNTED FIXTURE CA I- 01 OUTLET(DUPLEX CONVENIENCE) 02 OUTLET(SPECIAL PURPOSE) PDR ER V O-S+ ERV SUPPLY GRILL ERVCI(--� ERV RETURN GRILL XILL CF 0 CEILING FAN Wp IVERANDI SM I SMICO2 SMOKE DETECTOR STORAGE S1 I SINGLE POLE SWITCH S3 $3 THREE WAY SWITCH > S4 S4 FOUR WAY SWITCH TM(3 THERMOSTAT '�s r�w*15 T�Pgk�w co ne Aw �.v Aw"mc?.LLC'cucw SD b INCANDESCENT DIMMER SWITCH FRJMTAT/ 67ZQDM,VT w(, ol�VR ft—ow- SDI ID, 3 WAY INCANDESCENT DIMMER EXHAUST FAN/LIGHT TOE-KICK HEATER DRA4N 51 Bop HOSE BIB Job No. File No. Ah� UNDER CABINET LIGHT IDMIAT OWn?073 P Godes AS 69OLLIN ............. .......... HVI HOT WATER BASE HEATER Nows. MOTION SENSOR DOUBLE — FLOOD CAMERA CLOSET LIGHT PROPOSED C�4� H PLAN,ELEVATIONS AND 10 PROPOSED CABANA ELECTRICAL PLAN 1/4"=V-0" WALL MOUNTED ENERGY NOTE IF HEAT IS REOUIRED.PROVIDE CHANGE ORDER ERV RECOVERY VENTILLATION SYSTEM STEP LIGHT &wwt No. 14-5,1 NOTE THAT THIS DRAWING AND ITS RELATED DESIGN ARE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CONSIDERED PROPRIETARY AND IS THE SOLE PROPERTY OF DRM GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD AIR MEAN ENGINEERING SERVICES,LLC. NO SNOW SPEED EXPOSURE TOPOGRAPHIC DESIGN DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL UNAUTHORIZED DISTRIBUTION LOAD CATEGORY WEATHERING FROST LINE TERMITE TEMPERATURE REQUIRED INDEX TEMP (MPH) CATEGORY EFFECTS DEPTH AND/OR USE OF THIS DRAWING 25 PSF 120 B NO B SEVERE 42" MOO ,F DERRATE 7"F YES NO 1500 OR 50 AND RELATED DESIGN IS HEAY LESS ALLOWED. PLEASE CONTACT DRM ENGINEERING SERVICES, LLC IF YOU REQUIRE A COPY OF THIS DOCUMENT OR YOU HAVE RECEIVED THIS DOCUMENT IN AN UNAUTHORIZED MANNER. HORIZONTAL REINFORCEMENT 4 (+ (TOP)IF REQUIRED PER BEAM WOOD LEDGER CONNECTION SYSTEM NOTES: - TRUE PLAN SCHEDULE(IF BEAM STIRRUPS ARE SPECIFIED AND NO TOP 1. READ THE SIMPSON MANUFACTURER'S INSTRUCTIONS THOROUGHLY NORTH NORTH REINFORCEMENT IS SPECIFIED -- BEFORE INSTALLATION.IF FURTHER INFORMATION OR INSTRUCTION IS IN SCHEDULE,USE#4 TOP BAR REQUIRED,CONTACT SIMPSON OR DESIGN TEAM. CLIENT: TO HOLD STIRRUPS IN PLACE HORIZONTAL 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE LEDGER (EXTEND TOP REINFORCEMENT REINFORCEMENT(MIDDLE)IF DOUBLE-HOOKED OR SQUARE BEAM CONNECTION SYSTEMS AT ALL LOCATIONS REQUIRED TO SUPPORT FLOOR 24"MIN BEYOND CONCRETE SPECIFIED IN BEAM STIRRUPS IF REQUIRED PER BEAM JOISTS,FLOOR SHEATHING,STAIR LANDINGS,RAFTERS,CEILING JOISTS, ° VARONE ROUGH OPENING) SCHEDULE SCHEDULE ETC. WOOD LEDGER(SEE NOTES) 47 HAWTHORNE AVENUE IL RYE BROOK NY 10573 3. THE MAXIMUM,ALLOWABLE,VERTICAL OR LATERAL SERVICE LOAD OF THE DOUBLE-HOOKED OR SQUARE o tY2"COVER TO REBAR(MIN) 2'-0"(MIN) LEDGER CONNECTION SYSTEM IS 1900 POUNDS.USE THE UNITY ° WOOD FLOOR JOIST(JOIST DIRECTION BEAM STIRRUPS IF REQUIRED EQUATION WHEN APPLYING VERTICAL AND LATERAL LOADS ARCHITECT: VARIES)JOIST HANGER NOT SHOWN PER BEAM SCHEDULE SIMULTANEOUSLY. FOR CLARITY 4. PRIOR TO INSTALLATION OF THE SYSTEM,THE CONTRACTOR SHOULD LEIGH OVERLAND ARCHITECT,LLC HORIZONTAL BOTTOM HORIZONTAL LINTEL REINFORCEMENT LOCATED COORDINATE THE LOCATIONS OF ANY REQUIRED LEDGER SPLICES.DO 110 SHOREHAM TERRACE REINFORCEMENT(SEE 1Y2"ABOVE TOP OF CONCRETE ROUGH NOT SPLICE THE LEDGER AT THE ICFVL LOCATION OR WITHIN 24"OF FAIRFIELD,CT 06824 SCHEDULE) BEAMS SUPPORTED ON LEDGER.AT SPLICE LOCATIONS,INSTALL(2) SIMPSON ICFVL,14 GAGE, (203)794-9001 OPENING AND EXTENDING 24"(MIN)BEYOND ENDS OF CONCRETE ROUGH OPENING OR SYSTEMS WITH A MAXIMUM CENTER TO CENTER SPACING OF 24"(12" GALVANIZED,EMBEDDED, WWW.LDOVERLAND.COM (2)8"SCREWS @ 12" INTEGRATE INTO TYPICAL HORIZONTAL (SEE FROM THE LEDGER SPLICE). STEEL CONNECTOR — 5. USE WOOD LEDGER MATCHING DEPTH OF FLOOR JOISTS.USE 1Y4"THICK • STRUCTURAL ENGINEER: O/C(MAX) REINFORCEMENT(SEE SCHEDULE FOR SIZE) LVL LEDGER AND SIMPSON MODEL ICFVL-0W LEDGER ATTACHMENT FOR NOTES) - (1)VERTICAL BAR MATCHING THE TYPICAL LEDGERS SUPPORTING TJI JOISTS OR LVL BEAMS.USE 1Y2"THICK.2x ° ICF WOOD LEDGER ATTACHMENT BUCK MATERIAL:14"THICK VERTICAL WALL REINFORCEMENT WITHING 8"OF DOUGLAS FIR#2 LEDGER AND SIMPSON MODEL ICFVL-W LEDGER D 1.3E TIMBERSTRAND LSL THE EDGE OF THE CONCRETE ROUGH OPENING ROUGH ATTACHMENT FOR DIMENSIONAL LUMBER JOISTS OR RAFTERS. r ] (SEE NOTES) CONTRACTOR'S RIM BOARD MATERIAL USE OPENING 6. ABBREVIATED INSTRUCTIONS R ( (EXTEND VERTICALLY TO THE FLOORS ABOVE (READ&FULLY COMPREHEND RESPONSIBILITY TO RIM BOARD DEPTH EQUAL AND BELOW) MANUFACTURER'S INSTRUCTIONS PRIOR TO STARTING WORK):SNAP FRONT TOP SIDE 0 PROVIDE TEMPORARY TO OR GREATER THAN THE CHALKLINE AT BOTTOM OF LEDGER.MARK REQUIRED ON-CENTER VIEW VIEW VIEW L SHORING&BRACING FOR OUT-TO-OUT ICF WALL tY;'THICK LSL OPENING BUCK SPACING NOTING SPLICE LOCATIONS.USE ICFVL TO MARK KERFS FRONT TOP SIDE I�1 ALL WALL OPENINGS THICKNESS AND RIP BOARD (ALL SIDES) LOCATIONS.CUT KERFS AS MARKED.INSTALL ICFVL FLUSH TO THE FACE VIEW VIEW VIEW ENGINEERING TO MATCH EXACT ICF WALL OF THE ICF. USE A SCREW THROUGH THE DIAMOND HOLE IN FACE OF SERVICES 2x2 PT ROUGH NAILER THICKNESS) 2'-0"(MIN) ICFVL AND INTO THE ICF WEB TO HOLD IN PLACE DURING CONCRETE PLACEMENT.POUR CONCRETE.SLIP APPROPRIATE LEDGER CONNECTION DRM ENGINEERING SERVICES,LLC UNDERNEATH THE LEDGER.INSTALL THE(8)ICF-D3.62 SCREWS DOUGLAS R.MCGOUGH,PE (1)#4 HORIZONTAL BAR (PROVIDED)PARTIALLY INTO THE LEDGER.POSITION BOTTOM OF THE n 9 EARLY DAWN CIRCLE WITHING 12"OF BOTTOM OF LEDGER LEVEL TO THE CHALK LINE AND DRIVE THE SCREWS THROUGH ° WINDSOR,CT 06095 THE WOOD AND INTO THE ICFVL(ALL SCREWS MUST BE LOCATED AT PHONE:860-944-4780 OPENING(EXTEND MIN 2x4 PT BLOCKING(TO PERMIT LEASTY2'FROM THE EDGE OF THE ICFVL). EMAIL:BEYOND ENDS OF ROUGH EMAIL: INFO@DRMENGINEERING.COM OPENING OR INTEGRATE INTO CONCRETE PLACEMENT) (1)HORIZONTAL BAR WITHING 8"OF BOTTOM OF '- TYPICAL HORIZONTAL � ° ROUGH OPENING MATCHING THE SIZE OF THE ST," REINFORCEMENT) TYPICAL,VERTICAL,ICF WALL REINFORCEMENT 3 PROPOSED TYPICAL ICF LEDGER CONNECTION SYSTEM DETAIL OF NEtV ICF WALL (EXTEND 24"MIN BEYOND ENDS OF ROUGH S-0.1 SCALE:3/4"=V-0" OPENING OR INTEGRATE INTO TYPICAL R.1 fL,C O,p� HORIZONTAL REINFORCEMENT) * J ° 2 1 PROPOSED TYPICAL ICF WALL OPENING SCHEDULE,SECTION AND ELEVATION `a,�°89903 S-0.1 SCALE:%a"=1'-0" O SS1010 EQ s ° °D pp e a • 6 D e e • • e' EQ ° 02-02-2024 PERMIT HORIZONTAL 20"x20",L SHAPED CORNER NO: DATE: DESCRIPTION: LAP LENGTH=48 x BAR DIAMETER BAR(MATCH BAR SIZE& SCALE: AS NOTED (2)20"x20",L-SHAPED 6 #4 BAR:LAP=24" SPACING OF HORIZONTAL e BARS(MATCH BAR SIZE& #5 BAR:LAP=30" REINFORCEMENT) PROJECT: SPACING OF HORIZONTAL D #6 BAR'LAP=36" REINFORCEMENT) • CONTINUOUS HORIZONTAL VARONE RESIDENCE REINFORCEMENT(SEE PLAN. 47 HAWTHORNE AVENUE ' SCHEDULE&DETAILS) RYE BROOK,NY 10573 INSULATED CONCRETE ° ° ° FORM(ICF)WALL(SEE VERTICAL REINFORCEMENT PLAN) L CENTERED IN ICF FORM(SEE ° s DRAWING NAME: PLAN,SCHEDULE&DETAILS) T-INTERSECTION DETAIL LAP SPLICE DETAIL CORNER DETAIL PROPOSED 2 PROPOSED TYPICAL ICF WALL REINFORCEMENT DETAILS STRUCTURAL NOTES, S-0.1 SCALE:%'=V-0" SCHEDULES AND TYPICAL DETAILS DRAWING#: S-0.1 GRADE=114' CONCRETE SLAB ON GRADE SCHEDULE NOTE THAT THIS DRAWING AND FOUNDATION PLAN NOTES: -- LOCATION SLAB CONCRETE VAPOR BARRIER REINFORCEMENT LOCATED AT ITS RELATED DESIGN ARE S� THICKNESS STRENGTH(MIN) BELOW SLAB? SLAB MID-HEIGHT CONSIDERED PROPRIETARY AND 1. ALL CONCRETE FOOTINGS ARE INTENDED TO BEAR ON UNDISTURBED NATURAL SOILS OR ENGINEERED FILL WITH GARAGE 4" 4,000 PSI NO 6x6-w2.9xw2.9 WELDED WIRE FABRIC(WWF) IS THE SOLE PROPERTY OF DRM A MINIMUM SOIL BEARING CAPACITY OF 3,000 PSF.IF CONTRACTOR IS UNABLE TO VERIFY THE SUITABILITY OF THE I ___ __ I BASEMENT 4" 4,000 PSI YES 6x6-wl.4xwl.4 WELDED WIRE FABRIC(WWF) ENGINEERING SERVICES,LLC. NO SOIL,CONTACT GEOTECHNICAL ENGINEER PRIOR TO SETTING OF FORMS TO INSPECT AND COMMENT ON THE PORCH&CABANA 5" 1 4,000 PSI I NO 6x6-w2.9xw2.9 WELDED WIRE FABRIC(WWF) UNAUTHORIZED DISTRIBUTION REQUIRED SUB-GRADE PREPARATION.DO NOT CONSTRUCT FOOTINGS OVER UNSUITABLE SOIL INCLUDING GRADE=114'-- ORGANICS,CLAY,FINE SILT,ICE,WATER,ETC. I � � I AND/OR USE OF THIS DRAWING 1. COARSE AGGREGATE:3/4'MAXIMUM 2. COORDINATE AND VERIFY ALL DIMENSIONS,ELEVATIONS,BOTTOM OF FOOTING ELEVATIONS,TOPS OF CONCRETE SLAB ON GRADE SCHEDULE NOTES: AND RELATED DESIGN IS FOUNDATION WALL ELEVATIONS AND LOCATIONS OF WALLS,COLUMNS,BEAMS,ETC WITH ARCH DRAWINGS AND I 10"ICF SITE REQUIREMENTS.NOTIFY DESIGN TEAM IF ANY DISCREPANCIES ARE FOUND. ALLOWED. PLEASE CONTACT 3. CONCRETE MIXTURE FOR FOUNDATION FOOTINGS AND WALLS IS TO BE 3,000 PSI(MIN)CONCRETE WITH 34(MAX) 1 I I 2. ALL CONCRETE EXPOSED TO FREEZE-THAW ACTION IS TO HAVE AN AIR CONTENT BETWEEN 5%AND 6%. DRM ENGINEERING SERVICES, COARSE AGGREGATE. S-2.3 3. WELDED WIRE FABRIC(IF SPECIFIED)TO BE LOCATED AT MID-HEIGHT OF SLAB USING MECHANICAL MEANS TO LLC IF YOU REQUIRE A COPY OF 4. CONCRETE MIXTURE FOR CONCRETE SLABS ON GRADE IS TO BE 4,000(MIN)CONCRETE WITH AM"(MAX)COARSE I I I SECURE WWF IN PLACE PRIOR TO CONCRETE PLACEMENT. THIS DOCUMENT OR YOU HAVE AGGREGATE. 4. COORDINATE EXACT TOP OF BASEMENT SLAB ELEVATION WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS.IF A 5. ALL CONCRETE EXPOSED TO FREEZE-THAW ACTION IS TO HAVE AN AIR CONTENT BETWEEN 5%AND 6%. I I I DISCREPANCY EXISTS,CONTACT DESIGN TEAM FOR CLARIFICATION. RECEIVED THIS DOCUMENT IN AN 6. BOF XX'-X"INDICATES BOTTOM OF FOOTING ELEVATION.PROVIDE 3'-6"(MIN)FROST COVERAGE FOR ALL EXTERIOR PROVIDE CONTINUOUS PERIMETER FOOTING DRAIN I I I I 5. UNLESS OTHERWISE NOTED,SLOPE GARAGE FLOOR SLABS AT Ye"PER FOOT TOWARDS EXTERIOR OVERHEAD UNAUTHORIZED MANNER. FOOTINGS. DOORS.COORDINATE ELEVATION AT OVERHEAD DOORS WITH SITE GRADING PLAN. 7. TOW XX'-X"INDICATES TOP OF CONCRETE WALL ELEVATION.PROVIDE Yi'0x12"x4"HOOKED ANCHOR BOLT WITH (COORDINATE FINAL DRAIN DESTINATION WITH ARCH& 6. PLACE ALL CONCRETE SLABS ON GRADE ON 17'(MIN)OF Yi'CRUSHED STONE. 3"x3"xYa"THICK PLATE WASHER @ 48"O/C(MAX)&WITHIN 8"OF ENDS CENTERED ON SILL PLATE 8 PROVIDE A SITE DRAWINGS) I I I 7. PROVIDE VAPOR RETARDER(BARRIER)WITH TAPED JOINTS BELOW ALL INTERIOR SLABS EXCLUDING GARAGE �--- MINIMUM OF(2)ANCHOR BOLTS PER SILL PLATE.COORDINATE HOOKED ANCHOR BOLT LOCATIONS WITH FRAMING SLABS.( I I CONTRACTOR AND SILL PLATE SPLICE LOCATIONS. __ 8. PROVIDE CLEAR COVER AS SPECIFIED BY ACI 318. VAPOR BARRIERS ARE NOT REQUIRED FOR GARAGES,EXTERIOR PORCHES AND SIDEWALKS. 8. COORDINATE ALL TOPS OF SLAB ELEVATIONS WITH ARCHITECTURAL REQUIREMENTS. 9. PROVIDE 10 MIL POLYETHYLENE VAPOR BARRIER UNDER INTERIOR SLABS ON GRADE INCLUDING BASEMENTS. I -- I 9. PLACE ALL CONCRETE SLABS ON GRADE ON 12"(MIN)OF Yi'CRUSHED STONE.PROVIDE VAPOR RETARDER UNDER L_ ALL INTERIOR SLABS EXCEPT GARAGE SLABS.SEE ARCH DRAWINGS FOR ADDITIONAL INFORMATION. r I I GRADE=115' 10. PROVIDE CONTINUOUS,BENT.Z-BARS TO CONTINUE HORIZONTAL FOOTING REINFORCEMENT AT ALL FOOTING I % GRADE=115' STEPS. 10"ICF 2 11. CONTRACTOR TO COORDINATE QUANTITY,SIZES,LOCATIONS AND ELEVATIONS OF ALL FOUNDATION WALL r - S-2. SLEEVES AND OPENINGS WITH ARCH DRAWINGS AND MECHANICAL CONTRACTORS. I ( I I 6"ICF I I �--- --------- #4 L-SHAPED HOOKED FOOTING ° GRADE=115' I I BACKFILL NOTE: DOWELS @ EACH FDN WALL a 10"(OR 6")ICF BASEMENT WALL --- - - VERTICAL BAR(8"x36") �° (CENTER FOOTING ON ICF WALL) I - ------- I BASEMENT FOUNDATION WALLS ARE NOT DESIGNED AS ° I III i i Ir 6"ICF CANTILEVERED FOUNDATION WALLS.THEREFORE,PRIOR #4 BARS @ 48"O/C(PROVIDE 3" (3)CONTINUOUS#4 BARS- ( - TO BACKFILLING THE EXTERIOR OF THE BASEMENT CLEAR FROM BOTTOM OF PROVIDE 24"LAP SPLICES AND ( III III I I FOUNDATION WALLS,THE BASEMENT SLAB ON GRADE FOOTING) G 20"x20"BENT BARS @ CORNERS ( I III III I I I I AND 1 ST FLOOR STRUCTURE MUST BE INSTALLED GEO-TEXTILE FILTER (UNLESS OTHERWISE NOTED) FABRIC ° CRUSHED STONE BASEMENT SLAB ON GRADE(SEE PLAN&SCHEDULE) PIPE 1 III III I I I S-2.3 4"0 PERFORATED,PVC _ I III III I I 6"ICF ------ I -1---- -- I -- --� I UNDISTURBED,NATURAL, ° • ° I I I I I VIRGIN SOIL WITH A MINIMUM °•. L- I I I 1-0„ I - SOIL BEARING PRESSURE O ° GRADE=116' - CAPACITY OF 2 TONS PER SF I ° 4 r6"ICF • I I I I I I I I I • G -- I I I I ® 1 1 I I II 2-0 10"ICF I I o FFE(GARAGE)=118'(SLOPES) I I TRUE PLAN 1 PROPOSED TYPICAL BASEMENT WALL FOOTING DETAIL I I I I I w GARAGE I I A NORTH NORTH 0 SCALE:3/4=1 0" I I ( 2 Q. CONCRETE SLAB ON GRADE I ' 6"ICF Q (SEE SCHEDULE) I GRADE=116' CLIENT: J O ( I I I w I I BOF(GARAGE)=3'-6"(MIN)BELOW PROPOSED EXTERIOR VARONE Q -__�__lI FINISHED GRADE(SEE SITE GRADING PLAN) 47 HAWTHORNE AVENUE I- I` Q I RYE BROOK,NY 10573 A I I 6"ICF - 0 PORCH SLAB I ��- I I ARCHITECT: (SLOPE 1%)- -CONTRACTOR'S OPTION TO RAISE 6"ICF BOTTOM OF FOOTING ELEVATION BETWEEN THESE 2 POINTS I LEIGH OVERLAND ARCHITECT,LLC PROVIDE 7"THICK 4000 PSI CONCRETE PAD REINFORCED (PROVIDE 42"MIN FROST I FAI FIELD, AM TERRACE ^ COVERAGE) FAIRFIELD,CT 06824 O I I - TYPICAL ICF WALL FOOTING: (203)794-9001 WITH 6x6-W2.9xW2.9 WWF AT MID-HEIGHT OVER 6"THICK 10"ICF 10"ICF I I I 12"DEEP x 2'-0"WIDE,3000 PSI,CONCRETE FOOTING WWW.LDOVERLAND.COM PAD OF Y/e'CRUSHED STONE(SIZE&LOCATE CONCRETE J I REINFORCED WITH#4 BARS @ 48"O/C AND(3) PAD TO BE BELOW STRINGER BEARING LOCATIONS) I I BASEMENT I I I SEE TYPICAL FOOTING DETAIL PED FOOTING 20"DOWELS STRUCTURAL ENGINEER:I I CONCRETE SLAB ON GRADE ; (SEE SCHEDULE) _ ( L-SHAPED,#4 BARS AT CORNERS&24"LAP SPLICES D (-2.3 I WHERE REQUIRED) ^\ I I FFE(LEVEL 1)=122'=(0'-0") I I L - - GRADE=117' R 24"DIAMETER,BF24 BIGFOOTING FOOTING BELOW 10" Y2 ® 1 FFE(GARAGE)=11 8'=(4'-0"t) DIAMETER,4000 PSI,CONCRETE FILLED SONOTUBE 5-2.3 --- -I FFE(BASEMENT)=111.94't=(-10'-03/4't) I I L M BELOW 6x6 PT POST SUPPORTING WOOD DROPPED BEAM(4 LOCATIONS)BOTTOM OF BF FOOTINGS TO 42 ENGINEERING (MIN)BELOW FINISHED GRADE EXCEPT FOR BF FOOTING DECK AGAINST BASEMENT FOOTING SEE BASEMENT CEILING I ALL FFE(FINISHED FLOOR SERVICES FRAMING PLAN I I ELEVATIONS&GRADES(FINISHED -- ti DRM ENGINEERING SERVICES,LLC EXTERIOR GRADES)ARE I I DROP ICF FOUNDATION WALL ELEVATION TO 6"BELOW DOUGLAS R.MCGOUGH,PE ^ FFE(DECK)=121.4' I PRELIMINARY&APPROXIMATE 9 EARLY DAWN CIRCLE TOP OF GARAGE SLAB ELEVATION @GARAGE DOOR O 1 I I (COORDINATE EXACT ELEVATIONS I I WINDSOR,CT 06095 WITH LATEST SITE GRADING PLAN) I I FFE=118' PHONE:860-944-4780 BOTTOM OF THIS BF FOOTING TO MATCH BOTTOM OF I EMAIL: INFO@DRMENGINEERING.COM BASEMENT WALL FOOTING ELEVATION 1 ST,-"- 6"THICK,4000 PSI GARAGE DOOR CONCRETE APRON OF NEw 4 I I OVER 6"OF Y4"CRUSHED STONE(COORDINATE EXACT y PLAN DIMENSIONS WITH DRIVEWAY WIDTH&NEARBY �P g R.7,/C. 0 GRADE=117.7' 2 I I S-2.1 I I Gj \f -2 ^ SITE ELEMENTS INCLUDING SIDEWALK(S).REINFORCE WITH 6x6-W2.9xW2.9 WWF AT MID-HEIGHT&SLOPE PER O l - I 8"ICF DRIVEWAY.COORDINATE EXACT DRIVEWAY DETAIL GRADE=118' r r Fri- G_ L REQUIREMENTS WITH TRENCH DRAIN SUPPLIER. / 2 --- - -- GRADE=118' °as90 - --- S 1 - `a 3� 8"ICF I I I I I I I I I I I BASEMENT 6"ICF I CONCRETE SLAB ON GRADE I I (SEE SCHEDULE) ( TOP OF BASEMENT FOOTING ELEVATION=BOTTOM OF BASEMENT FLOOR RIGID INSULATION ELEVATION I I I I I I I 02-02-2024 PERMIT NO:.DATE: DESCRIPTION: I I I 6"ICF 8"ICF SCALE: AS NOTED 3 I - S-2.3 - - - - - - - I PROJECT: - - VARONE RESIDENCE GRADE=119' - -- -- -- �-- FFE=12o.5'(-r'-6") 47 HAWTHORNE AVENUE ------- -- ---- g a __�-- RYE BROOK,NY 10573 3 N TYPICAL ICF WALL FOOTING: S-2.1 I I v CL - 12"DEEP x 2'-0"WIDE,3000 PSI.CONCRETE FOOTING 2 I I I 6"ICFIX O REINFORCED WITH#4 BARS @ 48"O/C AND(3) DRAWING NAME: S-2.1 a N CONTINUOUS#4 BARS&L-SHAPED FOOTING DOWELS- SEE TYPICAL FOOTING DETAIL(PROVIDE 20"x20", I I L-SHAPED,#4 BARS AT CORNERS&24"LAP SPLICES PROPOSED - - J WHEREREQUlRED) FOUNDATION PLAN S 2.3 I 6x6 PT POST UP II S-2.1 L DRAWING#: FRONT PORCH CONCRETE SLAB ON GRADE(SEE ('1 .O2S 3.1SCHEDULE) `1JS-2 ICF FLOOR CONSTRUCTION NOTES: NOTE THAT THIS DRAWING AND A ITS RELATED DESIGN ARE 1. ICF REINFORCEMENT TO BE 60 KSI STEEL. Ste• CONSIDERED PROPRIETARY AND 2. CONCRETE MIXTURE FOR ICF FLOOR AND ROOFS IS TO BE 4.000 PSI(MIN)CONCRETE.COORDINATE MAXIMUM - - IS THE SOLE PROPERTY OF DRM COARSE AGGREGATE SIZE WITH ICF FORM SUPPLIER.MAXIMUM ALLOWABLE COARSE AGGREGATES SIZE IS Y2" BUT MAY BE SMALLER DEPENDING ON ICF FORM SUPPLIER REQUIREMENTS. ENGINEERING SERVICES,LLC. NO 3. PROVIDE WELDED WIRE FABRIC WITHIN THE TOPPING SLAB AS NOTED ON THE PLANS(PROVIDE MINIMUM UNAUTHORIZED DISTRIBUTION CONCRETE COVER PER ACI CODE) 4. SPLICE ALL CONTINUOUS VERTICAL AND HORIZONTAL#4 AND#5 REINFORCEMENT 24"(MIN). AND/OR USE OF THIS DRAWING 5. CONTRACTOR TO READ AND FULLY COMPREHEND ICF INSTALLATION GUIDE INSTRUCTIONS PRIOR TO START OF AND RELATED DESIGN IS CONSTRUCTION.CONTACT SUPPLIER AND/OR ENGINEER IF CLARIFICATIONS ARE REQUIRED. 10"ICF ALLOWED. PLEASE CONTACT 6. CONTRACTOR IS SOLELY RESPONSIBLE TO PROVIDE TEMPORARY BRACING FOR ICF FLOOR AND ROOF SYSTEMS DURING CONSTRUCTION.SEE SUPPLIER'S RECOMMENDED DETAILS FOR ADDITIONAL INFORMATION INCLUDING PROVIDE DOUBLE FLOOR JOISTS BELOW ALL INTERIOR DRM ENGINEERING SERVICES, SHORING DETAILS.LEAVE SHORING IN PLACE AS RECOMMENDED BY SUPPLIER.CONTRACTOR TO RETAIN THE S-2.3 WALLS PARALLEL TO FLOOR(TYP-COORDINATE WITH 1ST LLC IF YOU REQUIRE A COPY OF SERVICES OF A LICENSED STRUCTURAL ENGINEER TO DESIGN THE SHORING AND SUBMIT TO DESIGN TEAM FOR FLOOR ARCH PLAN) REVIEW. 11-7/8"TJI 360 @ 16"0/c ------ - -- -- THIS DOCUMENT OR YOU HAVE 7. NO CONSTRUCTION JOINTS ARE PERMITTED UNLESS PRIOR APPROVAL FROM ENGINEER. - - RECEIVED THIS DOCUMENT IN AN 8. COORDINATE AND VERIFY EXACT DIMENSIONS AND LOCATIONS OF ALL ICF FLOOR AND ROOF ROUGH OPENINGS FLOOR SHEATHING: UNAUTHORIZED MANNER. WITH ARCHITECTURAL DRAWINGS,MECHANICAL DRAWINGS AND MATERIAL SUPPLIERS. Y4"THICK ADVANTECH,TONGUE&GROOVE SHEATHING 1 ST FLOOR WALL ABOVE(PROVIDE FULL HEIGHT 9. TIE ALL CONCRETE REINFORCEMENT REBAR SECURELY PRIOR TO CONCRETE PLACEMENT TO ENSURE REBAR GLUED&SCREWED @ 6"O/C(EDGES)&12"O/C(FIELD) BLOCKING THIS WALL) DOES NOT MOVE DURING POUR. OR EQUIVALENT----- 10. MECHANICALLY VIBRATE CONCRETE PER INDUSTRY STANDARDS TO AVOID AIR BUBBLES. 11. PROVIDE PROPER CLEAR COVER FOR ALL CONCRETE REINFORCEMENT. 12. ICF FORM MATERIALS TO MEET THE REQUIREMENTS OF ASTM C 578. --� 13. CONCRETE TO MEET THE REQUIREMENTS OF ASTM C 94IF 211r� j ICF FLOOR DECK DESIGN IS BASED ON THE LITE-DECK PRODUCT AND I I /10"ICF 2 THE FLOOR CLEAR SPAN CONDITIONS&END CONDITIONS INDICATED ON S-2. THE DRAWINGS.ICF FLOOR DECK SUPPLIER TO VERIFY THE I I 6"ICF SUFFICIENCY OF THE DESIGN PRIOR WITH TO ORDERING PRODUCT _j a� (1)#4 TOP(NO SPLICES) Qt'm 4x4-W2.lxW2.1 WELDED WIRE FABRIC(WWF) 6"ICF WALL ABOVE (1)#5 BOTTOM(NO SPLICES) I I 6"ICF 3 1111-7/8"TJI 360 @ 16"O/C 3 — — (BLOCKING BELOW 11-7/8"TJI 360 _I I CENTER WALL) S�2' • • 1"CLEAR @ 16'O/C ++ 11 OPEN STAIR 0 1 I I I I I @7/g6T 0 O/C s-2.3 2„ I I W10x39 STEEL 71 I I I I 5'ICF 6"TYP BEAM FLUSH BEAM I I I 2'-a'O/C -tj--2 - POST UP 6 ICF PROPOSED ICF FLOOR DECK DETAIL S-1.1 SCALE:3/4"=1'-0" 10"ICF BEAM POCKET(TYP) TRUE PLAN 2 S NORTH NORTH 6"ICF S-2. CLIENT: KITCHEN ISLAND ABOVE VARONE 47 HAWTHORNE AVENUE NOTE:REDUCE FLOOR JOIST RYE BROOK,NY 10573 A SPACING TO 12"O/C BELOW 6"ICF KITCHEN ISLAND ABOVE PORCH SLAB ARCHITECT: (SLOPE 19'0) 6"ICF LEIGH OVERLAND ARCHITECT,LLC 110 SHOREHAM TERRACE LVL FLOOR LEDGER BOARD MATCHING THE FLOOR JOIST FAIRFIELD,CT 06824 DEPTH FASTENED TO ICF WALL WITH SIMPSON ICFVL (203)794-9001 10"ICF 10"ICF EMBED: VVAW.LDOVERLAND.COM 2x10 PT @ 12"O/C SPACING&BEARING WALLS:24"O/C STRUCTURAL ENGINEER: (BLOCKING @ MID-SPAN) 11-7/8"TJI 360 @ 16"O/C SPACING aNON LOAD BEARING WALLS:48"O/C -- (DISCONTINUE AT BEAM POCKET LOCATIONS AND 1 WHERE NO FLOOR EXISTS&OPEN TO ABOVE) n S-2.3 D R 2 (3)2x8 PT DROP BEAM S-2.3 M CONTINUOUS 2x PT RIM JOIST(MATCH DECK JOIST SIZE) :'' - ENGINEER7NG SERVICES CONTINUOUS 2x PT DECK LEDGER BOARD MATCHING ,? �' DRM ENGINEERING SERVICES,LLC THE DECK JOIST SIZE FASTENED TO ICF WALL WITH DOUGLAS R.MCGOUGH,PE SIMPSON ICFVL CONNECTORS @ 48"O/C(MAX)- 9 EARLY DAWN CIRCLE WINDSOR,CT 06095 PHONE:860-9444780 EMAIL: INFO@DRMENGINEERING.COM ST,' - CONNECT END OF DECK DROPPED BEAM TO CONCRETE O q OF NE�J- WITH BEAM HANGER USING TAP-CON CONCRETE 2 ~ OJ S_2 1 �,�P�S R.if 0 SCREWS S-2.1 0 8"ICF 3 r T 089903 OO�SSIO�''`� II II II II II II II II II II II II II II° II II II II II I 3 8"ICF I I I I I I I I I I I I I I I I I I 1 1 I I I I I I I I I I I I I I I I I I I S-z.3 REINFORCED 6"WIDE ICF CONCRETE JOISTS @ 24"OIc 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 w (SEE DETAILS) II I II II II II II II II II II II II" II II Il II li it II II II II II II II II II it II II II II I 61 JCF II II i I I I I I I I I I I I I 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 UNLESS OTHERWISE NOTED,REINFORCE INTERIOR ICF 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 WALLS WITH#4 BARS @ 24"O/C(BOTH WAYS) II II II II II II II II II II II II II II II II II II I 02-02-2024 PERMIT NO: DATE: DESCRIPTION: 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 SCALE: AS NOTED I I I I I I 6"I F I I I I I I I I I I I I I I I I I I I 6"ICF 3 PROJECT: 5-2.3 IR VARONE RESIDENCE PSr W 47 HATHORNE AVENUE ca CONCRETE REINFORCEMENT OVER DOOR OPENING: I I I I I I IUIb I I 1 I g RYE BROOK,NY 10573 (2)#5 BARS EXTENDING 24"(MIN)BEYOND ENDS OF I I I I I I I I S 2 1 I I I I N N DOOR ROUGH OPENING i ="' S , I I I I I I I I I I O O 6"ICF DRAWING NAME: II� II II II II I A II r II II II S-�•1 I PROPOSED BASEMENT CEILING \' PROVIDE FLOOR OPENING FOR ACCESS HATCH(SEE 3 ARCH FOR SIZE&LOCATION)— S_2 6x6 PT POST L �I I I f\ I I I I I I I I I I I I FRAMING PLAN PROVIDE CONCRETE ICF BEAMS SURROUNDING FLOOR OPENING FOR BASEMENT ACCESS HATCH - - — DRAVVING#: 7�EFRONTH CONCRETE SLAB ON GRADE(SEE S-1 .1 2 S-2.1 NOTE THAT THIS DRAWING AND ITS RELATED DESIGN ARE s� CONSIDERED PROPRIETARY AND IS THE SOLE PROPERTY OF DRM I , ENGINEERING SERVICES,LLC.NO 2 UNAUTHORIZED DISTRIBUTION s-2.s I AND/OR USE OF THIS DRAWING i AND RELATED DESIGN IS I 6"I(:F I ALLOWED. PLEASE CONTACT i I - DRM ENGINEERING SERVICES, I LLC IF YOU REQUIRE A COPY OF I THIS DOCUMENT OR YOU HAVE 2) cJ 16"O/c I RECEIVED THIS DOCUMENT IN AN UNAUTHORIZED MANNER. IN. L I \`NCEILING BEAM IN POST(CEILING I, BEAM TO RIDGE) DROP DOWN STAIR OPENING(COORDINATE EXACT SIZE \ 1 6"ICF ' 2 &LOCATION WITH ARCH&OWNER) —1_ I I S-2.4 I \ I S-2. 1 x8 CJ @ 17'O/C _— 6 ICF S-2 '(BLOCKING @ MID-SPAN) (2)7%-LVL I p POST(C I I -TOP PLATES SUPPORTING SIPS ROOF(TYP): — BEAM TO RIDGE) cv 16"ICF CONTINUOUS DOUBLE 2x TOP PLATES FASTENED TO ICF OD T / N U WALL BELOW WITH ANCHOR BOLTS(SEE DETAILS ON U p / THIS DRAWING) � N ' co w i' (2)7Y"LVL I z 2x8 CJ @ 17'O/C U i (BLOCKING @MID-SPAN) 4 / S2.5 , UI I / 6"ICF ' / I i i POST I 6"ICF � i i I i NO CEILING EPTH SHALL BE 2x8 CJ @ 16"O/C \ / SHALLOW TO A(ROOF OMMODATE F DTURE CAR LIFT) I I I \ I / I I I 6"ICF\4 mw IN TRUE PLAN IN NORTH NORTH 6"ICF / I CLIENT: / I VARONE via I 47 HAWTHORNE AVENUE RIDGE BEAM / I RYE BROOK,NY 10573 ABOVE(SEE ROOF I FRAMING PLAN) \ 16"ICF ARCHITECT: 2x8 CJ @ 16"O/C 2x8 CJ @ 16"O/C \ LEIGH OVERLAND ARCHITECT,LLC I IN 110 SHOREHAM TERRACE I ROOF BEAM(MATCH I FAIRFIELD,CT 06824 III PROFILE SHOWN IN ——— \ (2 ARCH SECTION 8) I I WWW.L OVVERLAND.COM 6"ICF 6"ICF STRUCTURAL ENGINEER: I I I I I III I _ I R II I I -- _ _ ENGINEERING ' ( I SERVICES I 1 I I S-2.5 T DRM ENGINEERING SERVICES,LLC DOUG PROVIDE CEILING BEAM HANGER CONNECTING BEAM TO 9 EARLY R.MC CIRCLE PE 9 EARLY DAWN CIRCLE WALL WITH MINIMUM LOAD CAPAITY SHOWN I I WINDSOR,CT 06095 I PHONE:860-944-4780 III EMAIL: INFO@DRMENGINEERING.COM ST,- _ 2x CEILING LEDGER BOARD SIZED TO ACCOMMODATE i , �OF NEq,� CEILING JOIST SIZE FASTENED TO ICF WALL WITH I P SIMPSON ICFVL EMBED: ' �--PROVIDE(5)#4 VERTICAL BARS @ 12"O/C(IN PLACE OF SPACING:48"O/C TYPICAL WALL REINFORCEMENT)BELOW RIDGE BEAM * J (DISCONTINUE AT BEAM POCKET LOCATIONS AND __ __ __ _ __ ___ 6"ICF __ BEARING POINT ON 1ST FLOOR ICF WALL(CENTERED ON WHERE NO CEILING EXISTS) RIDGE BEAM ABOVE) 2 - 1 Qe9903 2O� N�� I I s-zs rsslo (3)7Y4"LVL C4 IN I i _ i I I INDICATES ENGINEERED WOOD CEILING I , U \ ,I I w / w BEAMS REQUIRED TO SUPPORT WOOD EXTERIOR GABLE TRAY CEILINGco I z Q O O I I I WALL AND ROOF POSTS TO BE DESIGNED,SUPPLIED AND O N. 0 m I I p \` I I I w p w ` INSTALLED BY SIPS CONTRACTOR.COORDINATE REQUIRED LOCATIONS AND ICF WALL CONNECTIONS IN �_ U U I I INCLUDING BEAM POCKETS WITHIN ICF WALL WITH i \ 6 ICF ARCHITECTURAL&STRUCTURAL DRAWINGS. — U J— 0 (� �� III U U POST(CEI G U Is POST(CEILING Go POST(CEILING BEAM TO RIDGE) x � I I I N BEAM TO RIDGE) N BEAM TO GE) x N I 02-02-2024 PERMIT NO: DATE: DESCRIPTION: IN INZ+/ (3)7Ya"LVL IN _— SCALE: AS NOTED 2 v I I I F /i' i IN I I I i 6 ICF PROJECT: 5-2.5 I N I N IN F Mrs I I Y A F T� INI VARONE RESIDENCE 47 HAWTHORNE AVENUE ' Posr RYE BROOK,NY 10573 l�-- -- - / \ 7 6 ! - II I I \ I o co I - 2x PT PORCH CEILING LEDGER BOARD MATCHING THE DOOR OPENING HEADER: 3 ro to I I CEILING JOIST DEPTH FASTENED TO ICF WALL WITH (2)11YB"LVL WITH(1)JACK STUD&(2)KING STUDS @ S-2.5 I A A I BEARING WALL \ DRAWING NAME: EACH END N N SIMPSON ICFVL EMBEDS @ 32"O/C I ' , PROPOSED 1ST co I _ —— 6x6PTPOST DOWN FLOOR CEILING FRAMING PLAN ATTIC ACCESS OPENING(COORDINATE EXACT SIZE& (4)2x10 PT ROOF BEAM LOCATION WITH ARCH&OWNER)- — -- - _ - I DRAWING#: S_3., S-1 .2 STRUCTURAL INSULATED PANEL(SIPS)NOTES: NOTE THAT THIS DRAWING AND / PANEL SCREWS WITH 2" ITS RELATED DESIGN ARE DIAMETER WASHER PLATES -- -- -- -- �\/?,l Ste, 1. ROOF IS TO BE DESIGNED FOR THE FUTURE INSTALLATION OF SOLAR PANELS.ROOF STRUCTURE TO BE DESIGNED FOR ALL CONSIDERED PROPRIETARY AND LENGTH&SPACING BY DESIGN ADDITIONAL DEAD AND WIND LOADING APPLIED TO THE ROOF PER SOLAR PANELS,SPECIAL EMBEDDED WOOD NECESSARY TO INSTALL THE FUTURE SOLAR PANELS AND ALL ELECTRICAL REQUIREMENTS TO INSTALL FUTURE PANELS.COORDINATE PORTIONS IS THE SOLE PROPERTY OF DRM I I OF ROOF AREA TO BE USED WITH SOLAR PANELS WITH ARCHITECT. ENGINEERING SERVICES,LLC. NO / CEILING MAY OCCUR I 2. CONTRACTOR TO SUBMIT COMPREHENSIVE DESIGN SUBMISSION,SHOP DRAWINGS(INCLUDING SCALED PLANS,DETAILS,SECTIONS, I UNAUTHORIZED DISTRIBUTION / 2 I CONNECTION DETAILS,LOADING INFORMATION,TYPICAL DETAILS,ETC)TO THE DESIGN TEAM FOR REVIEW FOR ATTIC COLUMNS, WALL PANELS(IF APPLICABLE),BEAMS AND ROOF PANELS,ETC SHOWN ON THE DRAWINGS.SUBMITTAL TO MEET ALL ENERGY AND AND/OR USE OF THIS DRAWING 2x PLATE(MATCH WALL WIDTH) lo STRUCTURAL DESIGN REQUIREMENTS NOTED ON THE CONTRACT DOCUMENTS AND MEETING ALL CURRENT,APPLICABLE BUILDING AND RELATED DESIGN IS 7�7AND MATERIAL CODES. ALLOWED. PLEASE CONTACT 2x PT PLATE(MATCH WALL WIDTH) I Q 6"I F I 3. ANY MEMBER SIZES,THICKNESSES,DIMENSIONS AND MATERIALS SHOWN(INCLUDING COLUMNS,SIPS ROOF PANELS,SIPS WALL 3"LONG SCREWS CONNECTING 2 I m EDGE OF ROOF PANELS AND BEAMS SUPPORTING THE SIPS STRUCTURAL SYSTEM)ARE PRELIMINARY AND ASSUMED TO ALLOW FOR DESIGN DRM ENGINEERING SERVICES, WOOD PLATES(SPACING=15'O/C SIPS U ! SIPS DEVELOPMENT AND BIDDING PURPOSES ONLY.SIPS CONTRACTOR IS RESPONSIBLE FOR THE FINAL DESIGN OF THESE MEMBERS LLC IF YOU REQUIRE A COPY OF STAGGERED) 0 WHICH ARE TO BE SHOWN ON THE SHOP DRAWINGS AND DESIGN SUBMITTAL.IF THE REQUIRED DESIGN SIZES,THICKNESSES THIS DOCUMENT OR YOU HAVE e Y2"D HOOKED ANCHOR BOLTS @ I AND/OR MATERIALS ARE DIFFERENT THAN ANY PRELIMINARY SIZES SHOWN ON THE CONTRACT DOCUMENTS,CLEARLY NOTIFY AS RECEIVED THIS DOCUMENT IN AN a 40"O/C I SUCH ON THE SHOP DRAWINGS SO THE DESIGN TEAM CAN REVIEW AND CONFIRM THAT ANY MODIFICATIONS DO NOT CONFLICT UNAUTHORIZED MANNER. WITH THE DESIGN INTENT. \BEAM 4. ®INDICATES ENGINEERED WOOD GLU-LAM OR PSL WOOD COLUMN DESIGNED,SUPPLIED AND INSTALLED BY THE SIPS CONTRACTOR.ANY COLUMN SIZE INDICATED ON THE DRAWINGS ARE PRELIMINARY AND ASSUMED.5. INDICATES ENGINEERED WOOD BEAM DESIGNED,SUPPLIED AND INSTALLED BY SIPS ROOF CONTRACTOR.ANY PROPOSED TYPICAL STRUCTURAL DETAIL BEAM SIZES&MATERIALS INDICATED ON THE DRAWINGS ARE PRELIMINARY AND ASSUMED. 6. INDICATES SIPS ROOF(STRUCTURAL INSULATED PANEL ROOF)DESIGNED,SUPPLIED AND INSTALLED BY SCALE 3/4"=1'0" -- iSIPS THE SIPS CONTRACTOR.THICKNESS INDICATED ON THE DRAWINGS IS PRELIMINARY AND ASSUMED. 7. ALL ASSOCIATED WORK INCLUDING SEPARATE AND INTEGRATED RIDGE,VALLEY.COLUMNS,HIP BEAMS,ETC AND CONNECTION POST(CEILING DETAILS ARE TO BE INCLUDED. BEAM TO RIDGE) PANEL SCREWS WITH 2 DIAMETER WASHER PLATES I 6"ICF(LENGTH&SPACING BY DESIGN) 6 ICF SIPS I POST(CEILING I TOP PLATES SUPPORTING SIPS ROOF(TYP): RIDGE BEAM BEAM TO RIDGE) / 16"ICF CONTINUOUS DOUBLE 2x TOP PLATES FASTENED TO ICF 2x PLATE(MATCH WALL WIDTH) Q THIS DRAWING)ALL BELOW WITH ANCHOR BOLTS(SEE DETAILS ON 2x PT PLATE(MATCH WALL WIDTH) I w I I O�P� m �Q c9 OVERBUILT Q 3"LONG SCREWS CONNECTING 2 I m A w a - WOOD PLATES(SPACING=16"0/C CL Z I I ,�� ROOF z e STAGGERED) 2 w OF VALLEY 00� — Y2"O HOOKED ANCHOR BOLTS @ S_2 5 v Q Q/ _ I 40"O/C I I I O ,, �. 6"ICF SIPS ROOF WITH ROOF BEAM LOCATIONS DESIGNED TO 2 PROPOSED TYPICAL STRUCTURAL DETAIL - ACCOMMODATE FUTURE CAR LIFT: �, PROVIDE TOP FLUSH ROOF BEAMS INCLUDING BEAM S-1.3 SCALE:3/4"=1'0" -POST / a I CONNECTIONS WITH RIGID MOMENT CONNECTIONS TO DOWN / 6"ICF I REDUCE THE STRUCTURE DEPTH.LOW,FLAT BEAMS AT RIDGE BEAM THE PLATE HEIGHT ELEVATION ARE NOT ALLOWED FOR JECT AS THEY WOULD INTERFERE WITH THE p I ASN NIOTOED IN TFT IDE DESIGN HE NOTES&FEE FREOEN FOR TO CONTACT I WOOD PLAT SIPS SIPS P �P C� I ♦ I p� �Q I THE DESIGN TEAM WITH ANY QUESTIONS) 1 6'ICF �� TRUE PLAN ®< I A el I S� NORTH NORTH I I I 6"ICF 7� I CLIENT: Y I I 3"LONG SCREWS CONNECTING 2 OVERBUILT w `li G WOOD PLATES(SPACING=16"O/C / ROOF 5 �` I STAGGERED) w w VALLEY Fr m VARONE i o U / 47 HAWTHORNE AVENUE m O I O _ RYE BROOK,NY 10573 w A I LL 2 w z SIPS SIPS z l e n I• O g N O ARCHITECT: Q S�.3 I a O J V)6 6"ICF .I I CONCRETE(BELOW) 1 O m(9 1 -- Q LEIGH OVERLAND ARCHITECT,LLC J e I (9 x m Q� ,Q I 110 SHOREHAM TERRACE 0 I° I x z J U) ROOF BEAM(MATCH �� pp I FAIRFIELD,CT M24 m I HOOKED ANCHOR BOLT(TYP) I a w z z PROFILE SHOWN IN -- ��Q y� EDGE OF ROOF (203)794_9001 °•v w FL Z ARCH SECTION 8) WWW.LDOVERLAND.COM 1 6"ICF N Q y g Q QO I I <o y m o 6 ICF I I a a I STRUCTURAL ENGINEER: • I m=Qv�ia I I N I I TOP VIEW I w Q O m: D 3 PROPOSED TYPICAL STRUCTURAL DETAIL U_ �°D Ww0 I I I I --- w n z I S-1.3 SCALE:3/4"=1'0" I °a m I I I R � I I I M — -- — __ — -- --� aw I - - - ENGINEERING I SERVICES DRM ENGINEERING SERVICES,LLC S-2.5 DOUGLAS R.MCGOUGH,PE 9 EARLY DAWN CIRCLE SIPS SIPS I WINDSOR,CT 06095 -144 PHONE:860-9444780 ' 1 EMAIL: INFO@DRMENGINEERING.COM - BEAM POCKET ST,'"-- 1 OF Neal o R.zt �O M o w —PROVIDE(5)#4 VERTICAL BARS @ 12"O/C(IN PLACE OF co CC �' fD TYPICAL WALL REINFORCEMENT)BELOW RIDGE BEAM * J. -- -- -- -- -- -- 6"ICF BEARING POINT ON 1ST FLOOR ICF WALL(CENTERED ON RIDGE BEAM ABOVE) _ 2 I --- - I 089903 � SIPS SI SOhs ION�'�II I II y II INDICATES ENGINEERED WOOD CEILING 6"ICF a O I I a p�L W I I m F,P wm a BEAMS REQUIRED TO SUPPORT WOOD EXTERIOR GABLE ----- v� 41 J Q cn 9!! w O O I I U I WALL AND ROOF POSTS TO BE DESIGNED,SUPPLIED AND LU v m I I F�� 111 z ' I INSTALLED BY SIPS CONTRACTOR.COORDINATE Li U U I I NCQLUIDING BEAM POCKETS WITHIN ICF WALL WITRED LOCATIONS AND ICF WALL H RIDGE BEAM I I 6"ICF _I ARCHITECTURAL&STRUCTURAL DRAWINGS. I I EDGE OF ROOF I I POST(CEILING POST(CEILING BEAM TO RIDGE) BEAM TO RIDGE) IDGE BEAM I POST CEILING BEAM TO RIDGE) 02-02-2024 PERMIT 1 a I I NO: DATE: DESCRIPTION: S-2 I I SCALE: AS NOTED S 2.5 I I -4 ,QO 6 ICF PROJECT: I P im I VARONE RESIDENCE 1 `� �!� 1 47 HAWTHORNE AVENUE w o wN F�� !__ RYE BROOK,NY 10573 � I III 3 O I I I-BEARING WALL DRAWING NAME: PROPOSED ROOF SIPS SIPS FRAMING PLAN --6x6 PT POST DOWN I I S-2.1 (4)2x10 PT ROOF BEAM DRAWING#: S-1 .3 S-3.1 NOTE THAT THIS DRAWING AND ITS RELATED DESIGN ARE CONSIDERED PROPRIETARY AND IS THE SOLE PROPERTY OF DRM ENGINEERING SERVICES,LLC. NO UNAUTHORIZED DISTRIBUTION • AND/OR USE OF THIS DRAWING ° C AND RELATED DESIGN IS ALLOWED. PLEASE CONTACT DRM ENGINEERING SERVICES, LLC IF YOU REQUIRE A COPY OF THIS DOCUMENT OR YOU HAVE ° SIPS CONTRACTOR TO RECEIVED THIS DOCUMENT IN AN • COORDINATE CONNECTION OF UNAUTHORIZED MANNER. ROOF TO ROOF BEAM/CEILING JOIST(TYP) SIPS ROOF PANELS(SEE PLAN& NOTES)— -- e• 2xB CEILING JOISTS @ 16"O/C TYP" 401 • a WOOD BEAM(SEE PLAN) • a a ° d • e TRUE PLAN NORTH NORTH CLIENT: a ° e • •C VARONE 47 HAWTHORNE AVENUE e RYE BROOK,NY ID573 •♦ s 6"ICF 1ST FLOOR WALL ARCHITECT: LEIGH OVERLAND ARCHITECT.LLC 110 SHOREHAM TERRACE JOINT FILLER& (203)794-9 01 06824 w (203)794�001 WATERPROOFING(SEE ARCH) N ° WWW.LDOVERLAND.COM WOOD FLOOR ST BEYOND WITH WOOD • I g I OI LOOK PLAN) STT& STRUCTURAL ENGINEER: _ D OLUMN BASE(SEE PLAN) H CONCRETE SLAB ON N GRADE(SEE PLAN 8 SCHEDULE) ° 1)#5 CONTINUOUS BAR R 1 SLOPES(SEE PLAN) ENGINEERING ♦ G G ° e ° • • LVL FLOOR LEDGER BOARD SERVICES JT Y2"O CONCRETE BOLTS @ 24" MATCHING THE FLOOR JOIST DRM ENGINEERING SERVICES,LLC #4,L-SHAPED 20"x20"SLAB O/C(PROVIDE 4"MIN DEPTH FASTENED DOWELS @ 32"O/C AND BELOW ° EMBEDMENT INTO CONCRETE ° e e WITH SIMPSON CFVOL EMBE ICF D: DOUGLAS R.MCGOUGH,PE PORCH COLUMNS ° ( e 9 EARLY DAWN CIRCLE CONTINUOUS GALVANIZED SPACING 8"NON LOAD BEARING STEEL ANGLE BOLTED TO ICF e s e e WALLS:48"O/C PHONE:R,0-06095 PHONE:860-944-4780 WALL&SUPPORTING SLAB TO SEE TYPICAL DETAIL FOR EMAIL: INFO@DRMENGINEERING.COM _ —PREVENT ci B SETT MENT ADDITIONAL INFORMATION (REDUCE ICF OUTER REGARDING BASEMENT ST/ INSULATION THICKNESS TO • FOUNDATION WALL AND FLOOR — �OF NEw BRING CONCRETE CLOSER TO ° FRAMING --- • s �Q.0 S R. ANGLE) C�� ---1-1 • e INTERIOR BASEMENT ICF WALL INTERIOR BASEMENT ICF WALL J REINFORCEMENT: REINFORCEMENT: _ COMPACTED FREE z #4 BARS @ 24"O/C(VERTICAL& #4 BARS @ 24"O/C(VERTICAL& 6"ICF WALL ��-DRAINING FILL HORIZONTAL) HORIZONTAL) C9 089903 I J • °� • O�SS10�''� FRONT PORCH ICF WALL REINFORCEMENT: ° 8"ICF 1ST FLOOR WALL ° 6"ICF 1 ST FLOOR WALL e #4 BARS @ 24"O/C(VERTICAL& HORIZONTAL) ° ° a A e ♦ e e ° e 02-02-2024 PERMIT NO: DATE: DESCRIPTION: e - REINFORCED CONCRETE s —REINFORCED CONCRETE FOOTING(SEE PLAN) FOOTING(SEE PLAN) SCALE: AS NOTED ° •e e• PROJECT: BASEMENT SLAB ON GRADE(SEE —BASEMENT SLAB ON GRADE(SEE VARONE RESIDENCE ° PLAN) PLAN) 47 HAWTHORNE AVENUE �, -;�. • RYE BROOK NY 10573 e • ♦ I O I DRAWING NAME: PROPOSED STRUCTURAL DETAILS 1`\ PROPOSED STRUCTURAL DETAIL 3 PROPOSED STRUCTURAL DETAIL PROPOSED STRUCTURAL DETAIL DRAWING#: 5-2.1 SCALE:3/4"=V-0" S-2.1 SCALE:3/4"=V-0" 5-2.1 SCALE:3/4"=V-9' S-2.1 NOTE THAT THIS DRAWING AND ITS RELATED DESIGN ARE CONSIDERED PROPRIETARY AND IS THE SOLE PROPERTY OF DRM ENGINEERING SERVICES,LLC. NO UNAUTHORIZED DISTRIBUTION SIPPS SCREWS WITH STANDARD INDUSTRY(MIN)PENETRATION AND/OR USE OF THIS DRAWING INTO STRUCTURAL SUPPORT AND RELATED DESIGN IS (SPACING PER DESIGN) e ALLOWED. PLEASE CONTACT D D DRM ENGINEERING SERVICES, LLC IF YOU REQUIRE A COPY OF THIS DOCUMENT OR YOU HAVE RECEIVED THIS DOCUMENT IN AN SIPS ROOF PANELS(SEE PLAN& _ UNAUTHORIZED MANNER. _ - NOTES) . o e 6 STUD WALL WITH DOUBLE TOP PLATE&SINGLE BOTTOM PLATE SEE TYPICAL DETAIL FOR 2)WOOD POSTS CONSTRUCTED ADDITIONAL INFORMATION THIN STUD WALL AT BOTH ROOF REGARDING BASEMENT RIDGE BEAM LOCATIONS-- - EXTERIOR WALL INCLUDING RIGID FOUNDATION WALL AND FLOOR INSULATION(SEE ARCH) FRAMING e ° GARAGE CONCRETE SLAB ON -Y"THICK PLYWOOD WALL o GRADE(SEE PLAN) SHEATHING 0 s e a a a REINFORCED SIPS PANEL END TO ACCOMMODATE VERTICAL e LOADING PASSING THROUGH p D PANEL s e e s 2x6 STUD WALL WITH DOUBLE TOP \- POST BEYOND CENTERED BELOW • PLATE&SINGLE BOTTOM PLATE- ROOF RIDGE BEAM DESIGNED, ° s SUPPLIED&INSTALLED BY SIPS D' s o • ROOF CONTRACTOR(SEE PLAN) o o e o D D D CEILING JOISTS(SEE PLAN) TRUE PLAN a D NORTH NORTH e e CLIENT: ° s ° D VARONE 47 HAWTHORNS AVENUE RYE BROOK,NY 10573 -ENGINEERED WOOD I °° -°d ARCHITECT: CEILING/ROOF BEAM TO BE o I ° ° ° LEIGH OVERLAND ARCHITECT,LLC DESIGNED FOR ALL APPLICABLE ° ROOF GRAVITY DEAD,LIVE AND 1 PROPOSED STRUCTURAL DETAIL "4 • • 4 •° • 110 FIELD, TERRACE SNOW LOADING a a FAIRFIELD,CT 06824 ° ° S-2.2 SCALE:3/4"=1'-0" - (203)794-9001 WWW.LDOVERLAND.COM STRUCTURAL ENGINEER. D 2 PROPOSED STRUCTURAL DETAIL R 5-2.2 SCALE:3/4'=1'-0" M ENGINEERING SERVICES o s DRM ENGINEERING SERVICES,LLC DOUGLAS R.MCGOUGH,PE 9 EARLY DAWN CIRCLE WINDSOR,CT 06095 PHONE:860-9444780 EMAIL: INFO@DRMENGINEERING.COM PROPOSED LOCATION OF ICF PROPOSED LOCATION OF ICF ST< o, > WALL CONSTRUCTION JOINT(SEE s o WALL CONSTRUCTION JOINT(SEE ��OF N�iy� STRUCTURAL ELEVATION) STRUCTURAL ELEVATION) s e �89903 O�SS104 °� D ---— -- ---- s —- LAK #4 VERTICAL @ 17 O/C(OVER #4 VERTICAL @ 17'O/C(OVER WALL OPENING) WALL OPENING) BOTTOM OF ICF WALL OVER WALL BOTTOM OF ICF WALL OVER WALL OPENING OPENING (3)#5 HORIZONTAL BOTTOM BARS -(2)#5 HORIZONTAL BOTTOM BARS 02-02-2024 PERMIT NON LOAD BEARING WALL BELOW NO: DATE: DESCRIPTION: SCALE: AS NOTED PROJECT: 3— PROPOSED STRUCTURAL DETAIL VARONE RESIDENCE S-2.2 SCALE:3/4"=,'-0" 47 HAVVFHORNE AVENUE RYE BROOK,NY 10573 DRAWING NAME: PROPOSED STRUCTURAL DETAILS DRAWING#: S-2.2 d d ° • NOTE THAT THIS DRAWING AND ITS RELATED DESIGN ARE • CODE COMPLIANT • CONSIDERED PROPRIETARY AND PREFABRICATED RAILING& °° IS THE SOLE PROPERTY OF DRM RAILING POST SYSTEM(SEE ENGINEERING SERVICES,LLC. NO U 6"ICF 1ST FLOOR WALL a ARCH) SEE ARCH DRAWINGS FOR ALL ° UNAUTHORIZED DISTRIBUTION i n. DIMENSIONS,ELEVATIONS, AND/OR USE OF THIS DRAWING 5 I WALL WATERPROOFING& e AND RELATED DESIGN IS FLASHING,STEP DISTANCE, w q ICF WALL CONSTRUCTION JOINT I I DECKING,RAILING TYPE,ETC ICF WALL CONSTRUCTION JOINT ALLOWED.PLEASE CONTACT I N • (SEE STRUCTURAL ELEVATIONS) I I (TYP) (SEE STRUCTURAL ELEVATIONS) — ° N — DRM ENGINEERING SERVICES, I—I LLC IF YOU REQUIRE A COPY OF ICF WALL CONSTRUCTION JOINT REINFORCED ICF FLOOR DECK THIS DOCUMENT OR YOU HAVE WOOD FLOOR TRUSS&FLOOR I I (SEE STRUCTURAL ELEVATIONS) (SEE PLAN) RECEIVED THIS DOCUMENT IN AN 4 ° SHEATHING(SEE PLAN) I I DECKING(SEE ARCH e N UNAUTHORIZED MANNER. PREPARE DECK STRUCTURE ) �lITHS NG,Z= — CONL?x PT 1 Fn R BOARD — °• TO ACCEPT RAILING POST (MATCH JOIST SIZE) e CONNECTIONS(TYP) I I BARS O(PROVIDE 24"LAP SPLICES NTINUOUS PERIMETER#4 ° - -- - ,.,..,., .""A - --- - — ---__---- ------ -- AND 24"x24"CORNER BARS @ 2x PT_RIM JOIST(MATCH DECK — CORNERS)AKI • • —2x6 BLOCKING BETWEEN JOISTS JOIST SIZE) To• ICF WALL CONSTRUCTION JOINT 04 • FASTENED TO WALL PER - --------- (SEE STRUCTURAL ELEVATIONS) ° MANUFACTURER'S WOOD DECK JOISTS CONNECTED REQUIREMENTS TO LEDGER BOARD WITH FACE SEE TYPICAL DETAIL FOR FINISHED GRADE VARIES(SEE SITE e WOOD BEAM(SEE PLAN) . 2x FULL HEIGHT PT BLOCKING MOUNTED HANGERS(SIMPSON ADDITIONAL INFORMATION GRADING PLAN) LUS SERIES OR APPROVED REGARDING BASEMENT CONTINUOUS 2x4 PT SILL PLATE WOOD POST WITH GALVANIZED OVER BEAM AND AT DECK JOIST EQUAL)— FOUNDATION WALL AND FLOO , e OVER SILL GASKET STEEL SIMPSON COLUMN CAP MID-SPAN(MATCH JOIST DEPTH) a FRAMING #4,L-SHAPED,30"x30"REBAR (SEE PLAN)-- _ HOOKED ANCHOR BOLTS(SEE SIMPSON ABU66Z POST BASE—_ bImPSON EIGIBE — __.- _.DOWELS @ 24"O/C(LOCATE AT ICF • PLAN FOR SIZE&SPACING) TYPICAL DETAIL) FLOOR CONCRETE JOIST � •• LOCATIONS)— TOP OF SONOTUBE ELEVATION FINISHED GRADE VARIES(SEE SITE a , e e ° GRADING PLAN) e ° ° 8"ICF BASEMENT WALL - PROVIDE CUSTOM ICF TAPERED e TOP FORM UNITS TO e ° ACCOMMODATE ANCHOR BOLT CONCRETE FILLED SONOTUBE REINFORCED ICF WALL(SEE PLACEMENT(TYP) OVER BF FOOTING(SEE PLAN) s ° d STRUCTURAL ELEVATION) e d 4 a • z REINFORCED ICF WALL(SEE e 5 ° STRUCTURAL ELEVATION) e° ° CUSTOM ICF BLOCK wLLJ n e e � e° v e ° e e d ° ° ° a e e d d TRUE PLAN REINFORCED CONCRETE ° a REINFORCED CONCRETE NORTH NORTH ° e FOOTING(SEE PLAN) ° FOOTING(SEE PLAN) ° e CLIENT: BASEMENT SLAB ON GRADE(SEE e a BASEMENT SLAB ON GRADE(SEE PLAN) ° PLAN) VARONE ___4 ___ e 47 HAWTHORNE AVENUE F -° e ° eF RYE BROOK,NY 10573 a a °e ------ — ---- I , --- -- ----- ARCHITECT: LEIGH OVERLAND ARCHITECT,LLC • ,y e ° • 4 e ° • 110 SHOREHAM TERRACE - 1 (203)794-0001 WWW.LDOVERLAND.COM STRUCTURAL ENGINEER: D PROPOSED STRUCTURAL DETAIL 2 PROPOSED STRUCTURAL DETAIL 3 PROPOSED STRUCTURAL DETAIL R S-2.3 SCALE:3/4"=V-0" S-2.3 SCALE:3/4"=V-0" S-2.3 SCALE:3/4"=V-0" ENGINEERING SERVICES DRM ENGINEERING SERVICES,LLC DOUGLAS R.MCGOUGH.PE 9 EARLY DAWN CIRCLE WINDSOR,CT 06095 PHONE:860-944-4780 EMAIL: INFO@DRMENGINEERING.COM ST/ R.r�/c 0 r 2 089909 O SSION�� 02-02-2024 PERMIT NO: DATE: DESCRIPTION: SCALE: AS NOTED PROJECT: VARONE RESIDENCE 47 HAWTHORNE AVENUE RYE BROOK,NY 10573 DRAWING NAME: PROPOSED STRUCTURAL DETAILS DRAWING#: S-2.3 NOTE THAT THIS DRAWING AND ITS RELATED DESIGN ARE CONSIDERED PROPRIETARY AND IS THE SOLE PROPERTY OF DRM ENGINEERING SERVICES,LLC. NO UNAUTHORIZED DISTRIBUTION AND/OR USE OF THIS DRAWING AND RELATED DESIGN IS ALLOWED. PLEASE CONTACT DRM ENGINEERING SERVICES, LLC IF YOU REQUIRE A COPY OF THIS DOCUMENT OR YOU HAVE RECEIVED THIS DOCUMENT IN AN UNAUTHORIZED MANNER. n e G a s °e s b a e e e Q e s TRUE PLAN NORTH NORTH e c CLIENT: VARONE 47 HAWTHORNE AVENUE c RYE BROOK,NY 10573 s ° e ARCHITECT: a n LEIGH OVERLAND ARCHITECT,LLC 110 SHOREHAM TERRACE FAIRFIELD,CT 06824 (203)794-9001 ° VVWVV.LDOVERLAND.COM STRUCTURAL ENGINEER s e s ENGINEERING SERVICES DRM ENGINEERING SERVICES.LLC e DOUGLAS R.MCGOUGH,PE 9 EARLY DAWN CIRCLE WINDSOR,CT 06095 PHONE.860-944-4780 o EMAIL: INFO@DRMENGINEERING.COM ST/ A- OF NJE�kV e• �899G3 �U\ eO�SSION�� ' e 0 s e e —REINFORCED CONCRETE FOOTING(SEE PLAN) 02-02-2024 PERMIT BASEMENT SLAB ON GRADE(SEE ° NO: DATE: DESCRIPTION: PLAN) SCALE: AS NOTED a d a.• e.Vf --- PROJECT: VARONE RESIDENCE 47 HAVVFHORNE AVENUE RYE BROOK,NY 10573 DRAWING NAME: PROPOSED STRUCTURAL 2 PROPOSED STRUCTURAL DETAIL DETAILS S-2.4 SCALE:314"=1'-0" DRAWING#: S-2.4 NOTE THAT THIS DRAWING AND ITS RELATED DESIGN ARE PROVIDE SEALANT AND SIP TAPE CONSIDERED PROPRIETARY AND ARE REQUIRED BY SIPPS SCREWS WITH STANDARD IS THE SOLE PROPERTY OF DRM MANUFACTURER - INDUSTRY(MIN)PENETRATION INTO STRUCTURAL SUPPORT ENGINEERING SERVICES,LLC. NO (SPACING PER DESIGN) UNAUTHORIZED DISTRIBUTION AND/OR USE OF THIS DRAWING SIPS ROOF PANELS(SEE PLAN& AND RELATED DESIGN IS NOTES) ALLOWED. PLEASE CONTACT DRM ENGINEERING SERVICES, DROPPED RIDGE BEAM DESIGNED, LLC IF YOU REQUIRE A COPY OF SUPPLIED&INSTALLED BY SIPS ROOF CONTRACTOR(SEE PLAN) THIS DOCUMENT OR YOU HAVE RECEIVED THIS DOCUMENT IN AN UNAUTHORIZED MANNER. 0 0 0 0 0 J CEILING JOISTS(SEE PLAN) / I I POST BEYOND CENTERED BELOW \\ TRUE PLAN ROOF RIDGE BEAM DESIGNED, SUPPLIED&INSTALLED BY SIPS \ NORTH NORTH ' ROOF CONTRACTOR(SEE PLAN) CLIENT: _ VARONE °G 47 HAWTHORNE AVENUE RYE BROOK,NY 10573 e ARCHITECT: lI LEIGH OVERLAND ARCHITECT LLC e 110 SHOREHAM TERRACE 1 PROPOSED STRUCTURAL DETAIL FAIRFIELD,CT 06824 S 2.5 SCALE:3/4"=1'-0" (203)794-9001 V WW.LDOVERLAND.COM STRUCTURAL ENGINEER: PROVIDE SEALANT AND SIP TAPE ARE REQUIRED BY —SIPPS SCREWS WITH STANDARD MANUFACTURER INDUSTRY(MIN)PENETRATION D INTO STRUCTURAL SUPPORT (SPACING PER DESIGN) R SIPS ROOF PANELS(SEE PLAN& M SIPS ROOF PANELS(SEE RLAN& NOTES) OTES) ENGINEERING IN DROPPED RIDGE BEAM DESIGNED, SERVICES SUPPLIED&INSTALLED BY SIPS DRM ENGINEERING SERVICES,LLC ROOF CONTRACTOR(SEE PLAN) DOUGLAS R.MCGOUGH,PE FASTEN ROOF PANEL TO TOP OF 9 EARLY DAWN CIRCLE WALL PER MANUFACTURER'S STANDARD DETAILS PHONE:860-944-4780 EMAIL: INFO@DRMENGINEERING.COM STF OS RN 4��O'A CONTINUOUS 2x TOP PLATES ! 8990 FASTENED TO ICF WALL WITH e 0 s HOOKED ANCHOR BOLTS(SEE PLAN) SIPS ROOF PANELS(SEE PLAN& 'YOFtSS1OXA NOTES) ° FASTEN ROOF PANEL TO TOP OF WALL PER MANUFACTURER'S STANDARD DETAILS °. LADDER FRAMED OVERHANG-COORDINATE / 02-02-2024 PERMIT DIMENSIONS WITH ARCH(TYP) NO: DATE: DESCRIPTION: SCALE: AS NOTED a 0 — - — — - — -- —----- -- -— - - - PROJECT: REINFORCED ICF WALL(SEE PLAN VARONE RESIDENCE &ELEVATION) • 47 HAWTHORNE AVENUE 0 RYE BROOK,NY 10573 4 DRAWING NAME: °. 2 PROPOSED STRUCTURAL DETAIL (-'37�PROPOSED STRUCTURAL DETAIL PROPOSED S-2.5 SCALE:3l4"=1'-0" S-2.5)SCALE:3/4"=,'-0" STRUCTURAL DETAILS DRAWING#: S-2.5 NOTE THAT THIS DRAWING AND ITS RELATED DESIGN ARE CONSIDERED PROPRIETARY AND IS THE SOLE PROPERTY OF DRM ENGINEERING SERVICES,LLC. NO UNAUTHORIZED DISTRIBUTION AND/OR USE OF THIS DRAWING AND RELATED DESIGN IS ALLOWED. PLEASE CONTACT DRM ENGINEERING SERVICES, LLC IF YOU REQUIRE A COPY OF THIS DOCUMENT OR YOU HAVE RECEIVED THIS DOCUMENT IN AN UNAUTHORIZED MANNER. WOOD FRAMED WALL(SEE NOTE G9) rv, WALL TOP PLATE(SEE NOTE G8) WALL TOP PLATE(SEE NOTE G6) i I I i I I I I I I S1 5 I I I I I v3 I FLOOR STRUCTURE BEYOND(SEE NOTE G5) PROPOSED ICF WALL CONSTRUCTION JOINT(SEE NOTE G4) PROPOSED ICF WALL CONSTRUCTION JOINT(SEE NOTE G4)-- I I TOP OF CONCRETE SLAB ON GRADE(SEE NOTE G3) FINISHED GRADE(SEE NOTE G7) FINISHED GRADE(SEE NOTE G7) I I I I I `T1 I I I I I I TRUE PLAN TOP OF CONCRETE SLAB ON GRADE(SEE NOTE 133) I I I I I I NORTH NORTH =14 CONCRETE WALL FOOTING(SEE NOTE 132) 1 CONCRETE WALL FOOTING(SEE NOTE G2) CLIENT: VARONE 47 HAWTHORNE AVENUE RYE BROOK,NY 10573 ARCHITECT: LEIGH OVERLAND ARCHITECT,LLC A PROPOSED STRUCTURAL ELEVATION(FRONT) 110 SHOREHAM TERRACE S-3.1 SCALE:1/4"=1'0" FAIRFIELD,CT 06824 (203)794-0001 WWW.LDOVERLAND.COM STRUCTURAL ENGINEER: ICF WALL GENERAL NOTES: STRUCTURAL ICF WALL ELEVATION DRAWING NOTES: ATYPICAL HORIZONTAL ICF WALL REINFORCEMENT NOTES INDICATED WITH PREFIX"H": 1. ICF REINFORCEMENT TO BE 60 KSI STEEL. 1. ICF WALL PRODUCT:NUDURA H1 " D 2. CONCRETE MIXTURE FOR ICF ABOVE AND BELOW GRADE WALLS IS TO BE 3,000 PSI(MIN)CONCRETE.COORDINATE MAXIMUM COARSE 2. STRUCURAL ELEVATIONS ARE FOR GENERAL GRAPHICAL PURPOSES ONLY AND MAY NOT SHOW ALL CONCRETE REINFORCEMENT BARS. #4 HORIZONTAL BAR ABOVE ROUGH OPENING EXTENDING 30(MIN)BEYOND EACH END OF ROUGH OPENING AGGREGATE SIZE WITH ICF FORM SUPPLIER.MAXIMUM ALLOWABLE COARSE AGGREGATES SIZE IS Y4"BUT MAY BE SMALLER 3. CONTACT DESIGN TEAM IF ANY CONFLICTS,DISCREPANCIES OR CONCERNS PRIOR TO INSTALLING ICF WALL REINFORCEMENT. H©#4 HORIZONTAL BAR ABOVE ROUGH OPENING IN ADDITION TO TYPICAL HORIZONTAL BAR FOR A TOTAL OF(2)#4 BARS ABOVE THE ROUGH OPENING 3. SPLICE ALL CONTINUOUS VERTICAL AND HORIZONTAL#4 AND#5 REINFORCEMENT 24"(MIN). DEPENDING ICF FORM SUPPLIER REQUIREMENTS. (EXTEND ADDITIONAL BAR 30"MINIMUM BEYOND EACH END OF ROUGH OPENING) 4. CONTRACTOR TO READ AND FULLY COMPREHEND ICF INSTALLATION GUIDE FOR PRIOR TO START OF CONSTRUCTION.CONTACT ©3(4)#4 HORIZONTAL BARS ABOVE ROUGH OPENING(2 LAYERS OF 2 BARS WITH NO SPLICES SEPARATED BY 3"CLEAR DISTANCE) 1 rj SUPPLIER AND/OR ENGINEER IF CLARIFICATIONS ARE REQUIRED. G1 EXTEND VERTICAL ICF WALL REINFORCEMENT 2'-6"ABOVE TOP OF ICF CONCRETE WALL ELEVATION UNLESS OTHERWISE NOTED(TYP) ©4#5 HORIZONTAL BAR ABOVE&BELOW ROUGH OPENING EXTENDING 30"(MIN)BEYOND EACH END OF ROUGH OPENING FNCINEERING 5. CONTRACTOR IS SOLELY RESPONSIBLE TO PROVIDE TEMPORARY BRACING FOR ICF FOUNDATION AND ABOVE GRADE WALL SYSTEMS DURING CONSTRUCTION.SEE SUPPLIER'S RECOMMENDED DETAILS FOR ADDITIONAL INFORMATION INCLUDING SHORING DETAILS. G©REINFORCED CONCRETE FOOTING(SEE PLAN,TYPICAL DETAILS AND DETAILS FOR ADDITIONAL INFORMATION INCLUDING FOOTING SIZE,ELEVATION, ©$(4)#5 HORIZONTAL BARS ABOVE ROUGH OPENING(2 LAYERS OF 2 BARS WITH NO SPLICES SEPARATED BY 3"VERTICAL CLEAR DISTANCE) SERVICES LEAVE SHORING IN PLACE AS RECOMMENDED BY SUPPLIER. REINFORCEMENT,FOOTING DOWELS&ADDITIONAL INFORMATION) 6. NO VERTICAL CONSTRUCTION JOINTS ARE PERMITTED UNLESS PRIOR APPROVAL FROM ENGINEER.NOTIFY ENGINEER OF PROPOSED 6#5 HORIZONTAL BAR ABOVE ROUGH OPENING IN ADDITION TO TYPICAL#4 HORIZONTAL BAR FOR A TOTAL OF(2)BARS(EXTEND ADDITIONAL BAR 30" DRM ENGINEERING SERVICES,LLC G3 TOP OF SLAB ON GRADE BEYOND(SEE FOUNDATION PLAN) CONSTRUCTION JOINT LOCATIONS FOR APPROVAL. MINIMUM BEYOND EACH END OF ROUGH OPENING) DOUGLAS R.MCGOUGH,PE 7. COORDINATE AND VERIFY EXACT DIMENSIONS AND LOCATIONS OF ALL ICF WALL ROUGH OPENINGS WITH ARCHITECTURAL DRAWINGS, ©SUGGESTED LOCATION OF ICF CONCRETE WALL HORIZONTAL CONSTRUCTION JOINT(GENERALLY LOCATION V-0"ABOVE TOP OF FLOOR ELEVATION OR ©#6 HORIZONTAL BAR ABOVE ROUGH OPENING EXTENDING 30"(MIN)BEYOND EACH END OF ROUGH OPENING 9 EARLY DAWN CIRCLE SITE CONTRACTOR AND MATERIAL SUPPLIERS. SLIGHTLY ABOVE MATCHING THE WINDOW SILL ELEVATION.IF CONTRACTOR PREFERS DIFFERENT LOCATION,SUBMIT TO DESIGN TEAM FOR APPROVAL) WINDSOR,CT 06095 8. PROVIDE 20"x 20",#4,L-SHAPED CORNER BARS AT ALL HORIZONTAL REINFORCEMENT AT WALL CORNERS. G®FLOOR STRUCTURE BEYOND(SEE FRAMING PLANS AND SECTIONS) ®BELOW WINDOW ROUGH OPENING:(4)#5 HORIZONTAL BARS EXTENDING TO BUILDING CORNERS(2 LAYERS OF 2 BARS WITH NO SPLICES SEPARATED BY PHONE:860-944-4780 9. LAP ALL VERTICAL AND HORIZONTAL REINFORCEMENT A DISTANCE OF 40 TIMES THE BAR DIAMETER WITH A 24"MINIMUM. 3"CLEAR DISTANCE) EMAIL: INFO@DRMENGINEERING.COM 10. #4 BAR:SPLICE LENGTH=24" ©APPROXIMATE LOCATION OF BEAM BEARING ON ICF WALL BEYOND(SEE FRAMING PLANS AND SECTIONS) Q(2)#5 HORIZONTAL BARS ABOVE ROUGH OPENING EXTENDING 30"(MIN)BEYOND EACH END OF ROUGH OPENING 11. #5 BAR:SPLICE LENGTH= "30 ©PRELIMINARY&ASSUMED LOCATION OF PROPOSED FINISHED GRADE(SEE CIVIL AND ARCH DRAWINGS FOR FINAL FINISHED GRADE) ST/ 12. #S BAR:SPLICE LENGTH=30" �13. MINIMUM ANCHOR BOLT EDGE DISTANCE(DISTANCE BETWEEN CENTERLINE OF ANCHOR BOLT AND EDGE OF CONCRETE)SHALL BE 7'. #5 HORIZONTAL BARS @ 16"O/C OF NF G®ICF WALL DOUBLE TOP PLATE(SEE PLAN SECTIONS AND ARCH DRAWINGS) ��g / v , R. O �,�y 14. IF NOT INDICATED ON THE PLAN,REQUEST BEAM SIZE FROM DESIGN TEAM OR PROVIDE(1)#4 HORIZONTAL BAR WITHIN 4"OF THE TOP P- OF THE ROUGH OPENING AND EXTEND 2'-W(MIN)PAST END OF OPENING.PROVIDE VERTICAL BAR WITHIN 17'OF OPENINGS. G9 WOOD FRAMED WALL INSIDE OF DUPONT THERMAX POLYIS OC YANU RATE SHEATHING(SEE PLAN,SECTIONS AND ARCH DRAWINGS) n �CG� 15. AT ALL ICF WALL CONSTRUCITON JOINTS,PROVIDE#4 HORIZONTAL BARS @ 24"O/C(MAX)WITH 17'(MIN)EMBEDMENT INTO EACH WALL * J PLACEMENT. 16. TIE ALL CONCRETE REINFORCEMENT REBAR SECURELY PRIOR TO CONCRETE PLACEMENT TO ENSURE REBAR DOES NOT MOVE DURING ATYPICAL VERTICAL ICF WALL REINFORCEMENT NOTES INDICATED WITH PREFIX"V": ¢ z POUR. 17. MECHANICALLY VIBRATE CONCRETE PER INDUSTRY STANDARDS TO AVOID AIR BUBBLES. TYPICAL ICF WALL REINFORCEMENT(SEE NOTES FOR ATYPICAL REINFORCEMENT LOCATIONS): 0#5 VERTICAL BAR ON EACH SIDE OF ROUGH OPENING / 18, PROVIDE PROPER CLEAR COVER FOR ALL CONCRETE REINFORCEMENT. 08990'J 19. ICF FORM MATERIALS TO MEET THE REQUIREMENTS OF ASTM C 578. V #6 VERTICAL BAR ON EACH SIDE OF ROUGH OPENING ,q, T1 TYPICAL BASEMENT WALL REINFORCEMENT FOR THE 8"&10"ICF WALLS(UNLESS OTHERWISE NOTED): �y 20. CONCRETE TO MEET THE REQUIREMENTS OF ASTM C 94 O #5 VERTICAL(CENTERED IN WALL)@ 24"O/C(MAX),AT BUILDING WALL CORNERS,WALL INTERSECTIONS,AT EACH SIDE OF BASEMENT WALL ©(2)#5 VERTICAL BARS ON EACH SIDE OF ROUGH OPENING(PROVIDE 4"CLEAR DISTANCE BETWEEN VERTICAL BARS) O�SSION�`� ROUGH OPENINGS AND AT EACH SIDE OF WALL OPENINGS FOR 1ST FLOOR ABOVE.EXTEND VERTICAL BARS 24"ABOVE HORIZONTAL CONSTRUCTION JOINT ELEVATIONS. V�(3)#5 VERTICAL BARS IN SHORT DISTANCE OF WALL BETWEEN DOORS EXTENDING 24"(MIN)ABOVE 2ND FLOOR CONSTRUCTION JOINT #4 HORIZORIZONTAL @ 32"O/C(MAX),AT BASEMENT SLAB ON GRADE ELEVATION,TOPS OF WALL,TOPS OF HORIZONTAL CONSTRUCTION V JOINTS AND ABOVE&BELOW WALL ROUGH OPENINGS(UNLESS OTHERWISE NOTED). LARGE GABLE WALL:#5 VERTICAL BARS @ 16"O/C AT THIS GABLE WALL FROM 1ST FLOOR TO ROOF O6 TYPICAL ABOVE GRADE WALL REINFORCEMENT(UNLESS OTHERWISE NOTED): SMALL GABLE WALL:#5 VERTICAL BARS @ 24"O/C FROM 1ST FLOOR TO ROOF T© KEY PLAN:ICF HOME STRUCTURAL ELEVATION 0 #4 VERTICAL(CENTERED IN WALL)@ 24"O/C(MAX),AT BUILDING WALL CORNERS,BUILDING WALL INTERSECTIONS,AT EACH SIDE OF WALL ROUGH OPENINGS AND AT EACH SIDE OF WALL OPENINGS FOR FLOOR ABOVE.EXTEND VERTICAL BARS 30"(MIN)ABOVE HORIZONTAL (WALL REINFORCEMENT NOT SHOWN) CONSTRUCTION JOINT ELEVATIONS. • #4 HORIZORIZONTAL @ 24"O/C(MAX),JUST BELOW EMBEDDED PORTION OF ICFVL LEDGER BOARD HOLDER,SLAB ON GRADE ELEVATION,TOPS OF WALL,TOPS OF HORIZONTAL CONSTRUCTION JOINTS AND ABOVE&BELOW WALL ROUGH OPENINGS(UNLESS OTHERWISE NOTED). ATYPICAL SHEAR ICF WALL REINFORCEMENT NOTES INDICATED WITH PREFIX„S": T3 TYPICAL EXTERIOR GARAGE WALL REINFORCEMENT INCLUDING BELOW GRADE(UNLESS OTHERWISE NOTED): S1 SHEAR REINFORCEMENT OVER ROUGH OPENING:#4 VERTICAL BARS @ 12"O/C LOCATIONS OF WOOD FRAMED WALLS OUTLINE OF ROOF #5 VERTICAL(CENTERED IN WALL)@ 24"O/C(MAX),AT BUILDING WALL CORNERS,BUILDING WALL INTERSECTIONS,AT EACH SIDE OF WALL 02-02-2024 PERMIT ROUGH OPENINGS.EXTEND VERTICAL BARS 30"(MIN)ABOVE HORIZONTAL CONSTRUCTION JOINT ELEVATIONS. S©SHEAR REINFORCEMENT OVER ROUGH OPENING:#5 VERTICAL BARS @ 17'O/C NO: DATE: DESCRIPTION: WOOD TOP PLATES #4 HORIZORIZONTAL @ 37'O/C(MAX),SLAB ON GRADE ELEVATION,TOPS OF WALL,TOPS OF HORIZONTAL CONSTRUCTION JOINTS AND ABOVE ATTIC FLOOR BEYOND OCCUR) &BELOW WALL ROUGH OPENINGS(UNLESS OTHERWISE NOTED). S3 SHEAR REINFORCEMENT OVER ROUGH OPENING:#3(C-SHAPED OR S-SHAPED)BEAM STIRRUPS @ 17'O/C(MAX)WITH THE OUTER BARS LOCATED 4" SCALE: AS NOTED ( ) —— � FROM EACH END OF ROUGH OPENING OS4 T4 TYPICAL 6"ICF WALL REINFORCEMENT ON 4-SIDES OF STAIR(UNLESS OTHERWISE NOTED): SHEAR REINFORCEMENT OVER ROUGH OPENING:#4(C-SHAPED OR S-SHAPED)BEAM STIRRUPS @ 17'O/C(MAX)WITH THE OUTER BARS LOCATED 4" PROJECT: 17, ,WINDOW OR DOOR— #4 VERTICAL(CENTERED IN WALL)@ 24"O/C(MAX),AT BUILDING WALL CORNERS,BUILDING WALL INTERSECTIONS,AT EACH SIDE OF WALL FROM EACH END OF ROUGH OPENING PROPOSED WALL CONSTRUCTION JOINT ROUGH OPENINGS AND AT EACH SIDE OF WALL OPENINGS FOR FLOOR ABOVE.EXTEND VERTICAL BARS 30"(MIN)ABOVE HORIZONTAL VARONE RESIDENCE CONSTRUCTION JOINT ELEVATIONS. 47 HAWTHORNE AVENUE • #4 HORIZORIZONTAL @ 16"O/C(MAX),SLAB ON GRADE ELEVATION,TOPS OF WALL,TOPS OF HORIZONTAL CONSTRUCTION JOINTS AND ABOVE RYE BROOK,NY 10573 ICF CONCRETE FLOOR(BEYOND) I — I —WOOD FLOOR FRAMING(BEYOND) &BELOW WALL ROUGH OPENINGS(UNLESS OTHERWISE NOTED). ——�Tt PROPOSED SITE GRADING(CONFIRM WITH CIVIUARCH DRAWINGS) DRAWING NAME: ICF WALL BEYOND(CORNER)- I I I CONCRETE SLAB ON GRADE(BEYOND) PROPOSED WALL FOOTING STRUCTURAL ELEVATIONS DRAWING#: S-3.1 NOTE THAT THIS DRAWING AND ITS RELATED DESIGN ARE CONSIDERED PROPRIETARY AND IS THE SOLE PROPERTY OF DRM ENGINEERING SERVICES,LLC. NO UNAUTHORIZED DISTRIBUTION AND/OR USE OF THIS DRAWING AND RELATED DESIGN IS ALLOWED. PLEASE CONTACT DRM ENGINEERING SERVICES, LLC IF YOU REQUIRE A COPY OF THIS DOCUMENT OR YOU HAVE RECEIVED THIS DOCUMENT IN AN UNAUTHORIZED MANNER. WOOD FRAMED WALL(SEE NOTE G9) '73"REINFORCEMENT 74"REINFORCEMENT (GARAGE ICF WALL) (STAIR ICF WALL) WALL TOP PLATE(SEE NOTE G8) WALL TOP PLATE(SEE NOTE G8) V6 T3 I I I I q I I I I II I I I I I I I I I LF I FLOOR STRUCTURE BEYOND(SEE NOTE G5) PROPOSED ICF WALL CONSTRUCTION JOINT(SEE NOTE G4) I T-PROPOSED ICF WALL CONSTRUCTION JOINT(SEE NOTE G4) FINISHED GRADE(SEE NOTE G7) T1 FINISHED GRADE(SEE NOTE G7) T-7 ............................. I I TRUE PLAN TOP OF CONCRETE SLAB ON GRADE(SEE NOTE G3) TOP OF CONCRETE SLAB ON GRADE(SEE NOTE G3) NORTH NORTH CONCRETE WALL FOOTING(SEE NOTE G2)-- -CONCRETE WALL FOOTING(SEE NOTE G2) CLIENT: VARONE 47 HAWTHORNE AVENUE RYE BROOK,NY 10573 ARCHITECT: LEIGH OVERLAND ARCHITECT,LLC A_ PROPOSED STRUCTURAL ELEVATION(REAR) 110 SHOREHAM TERRACEFAIRFIELD,CT 06824 S-3.2 SCALE:1/4"=l'0" (203)794-0001 WWW.LDOVERLAND.COM STRUCTURAL ENGINEER: ICF WALL GENERAL NOTES: STRUCTURAL ICF WALL ELEVATION DRAWING NOTES: ATYPICAL HORIZONTAL ICF WALL REINFORCEMENT NOTES INDICATED WITH PREFIX"H": 1. ICF REINFORCEMENT TO BE 60 KSI STEEL. 1. ICF WALL PRODUCT:NUDURA H1#4 HORIZONTAL BAR ABOVE ROUGH OPENING EXTENDING 30"(MIN)BEYOND EACH END OF ROUGH OPENING D 2. CONCRETE MIXTURE FOR ICF ABOVE AND BELOW GRADE WALLS IS TO BE 3,000 PSI(MIN)CONCRETE.COORDINATE MAXIMUM COARSE 2, STRUCURAL ELEVATIONS ARE FOR GENERAL GRAPHICAL PURPOSES ONLY AND MAY NOT SHOW ALL CONCRETE REINFORCEMENT BARS. AGGREGATE SIZE WITH ICF FORM SUPPLIER.MAXIMUM ALLOWABLE COARSE AGGREGATES SIZE IS 34"BUT MAY BE SMALLER 3. CONTACT DESIGN TEAM IF ANY CONFLICTS,DISCREPANCIES OR CONCERNS PRIOR TO INSTALLING ICF WALL REINFORCEMENT. ©#4 HORIZONTAL BAR ABOVE ROUGH OPENING IN ADDITION TO TYPICAL HORIZONTAL BAR FOR A TOTAL OF(2)#4 BARS ABOVE THE ROUGH OPENING R 3. SPLICE ALL CONTINUOUS VERTICAL AND HORIZONTAL#4 AND#5 REINFORCEMENT 24"(MIN). DEPENDING ICF FORM SUPPLIER REQUIREMENTS. (EXTEND ADDITIONAL BAR 30"MINIMUM BEYOND EACH END OF ROUGH OPENING) 4. CONTRACTOR TO READ AND FULLY COMPREHEND ICF INSTALLATION GUIDE FOR PRIOR TO START OF CONSTRUCTION.CONTACT ©3(4)#4 HORIZONTAL BARS ABOVE ROUGH OPENING(2 LAYERS OF 2 BARS WITH NO SPLICES SEPARATED BY 3"CLEAR DISTANCE) SUPPLIER AND/OR ENGINEER IF CLARIFICATIONS ARE REQUIRED. G1 ©EXTEND VERTICAL ICF WALL REINFORCEMENT 2'-6"ABOVE TOP OF ICF CONCRETE WALL ELEVATION UNLESS OTHERWISE NOTED(TYP) 4#5 HORIZONTAL BAR ABOVE 8 BELOW ROUGH OPENING EXTENDING 30"(MIN)BEYOND EACH END OF ROUGH OPENING 5. CONTRACTOR IS SOLELY RESPONSIBLE TO PROVIDE TEMPORARY BRACING FOR ICF FOUNDATION AND ABOVE GRADE WALL SYSTEMS ENGINEERING DURING CONSTRUCTION.SEE SUPPLIER'S RECOMMENDED DETAILS FOR ADDITIONAL INFORMATION INCLUDING SHORING DETAILS. G©REINFORCED CONCRETE FOOTING(SEE PLAN,TYPICAL DETAILS AND DETAILS FOR ADDITIONAL INFORMATION INCLUDING FOOTING SIZE,ELEVATION, Q(4)#5 HORIZONTAL BARS ABOVE ROUGH OPENING(2 LAYERS OF 2 BARS WITH NO SPLICES SEPARATED BY 3"VERTICAL CLEAR DISTANCE) SERVICES LEAVE SHORING IN PLACE AS RECOMMENDED BY SUPPLIER. REINFORCEMENT,FOOTING DOWELS 8 ADDITIONAL INFORMATION) 6. NO VERTICAL CONSTRUCTION JOINTS ARE PERMITTED UNLESS PRIOR APPROVAL FROM ENGINEER.NOTIFY ENGINEER OF PROPOSED G3 TOP OF SLAB ON GRADE BEYOND(SEE FOUNDATION PLAN) H6#5 HORIZONTAL BAR ABOVE ROUGH OPENING IN ADDITION TO TYPICAL#4 HORIZONTAL BAR FOR A TOTAL OF(2)BARS(EXTEND ADDITIONAL BAR 30" DRM ENGINEERING SERVICES,LLC CONSTRUCTION JOINT LOCATIONS FOR APPROVAL. MINIMUM BEYOND EACH END OF ROUGH OPENING) DOUGLAS R.MCGOUGH PE 7. COORDINATE AND VERIFY EXACT DIMENSIONS AND LOCATIONS OF ALL ICF WALL ROUGH OPENINGS WITH ARCHITECTURAL DRAWINGS, SUGGESTED LOCATION OF ICF CONCRETE WALL HORIZONTAL CONSTRUCTION JOINT(GENERALLY LOCATION V-0"ABOVE TOP OF FLOOR ELEVATION OR H©#6 HORIZONTAL BAR ABOVE ROUGH OPENING EXTENDING 30"(MIN)BEYOND EACH END OF ROUGH OPENING 9 EARLY DAWN CIRCLE SITE CONTRACTOR AND MATERIAL SUPPLIERS. SLIGHTLY ABOVE MATCHING THE WINDOW SILL ELEVATION.IF CONTRACTOR PREFERS DIFFERENT LOCATION,SUBMIT TO DESIGN TEAM FOR APPROVAL) WINDSOR,CT 06095 8. PROVIDE 20"x 20",#4,L-SHAPED CORNER BARS AT ALL HORIZONTAL REINFORCEMENT AT WALL CORNERS. G®FLOOR STRUCTURE BEYOND(SEE FRAMING PLANS AND SECTIONS) ®BELOW WINDOW ROUGH OPENING:(4)#5 HORIZONTAL BARS EXTENDING TO BUILDING CORNERS(2 LAYERS OF 2 BARS WITH NO SPLICES SEPARATED BY PHONE:860-944-4780 9. LAP ALL VERTICAL AND HORIZONTAL REINFORCEMENT A DISTANCE OF 40 TIMES THE BAR DIAMETER WITH A 24"MINIMUM. 3"CLEAR DISTANCE) EMAIL: INFO@DRMENGINEERING.COM 10. #4 BAR:SPLICE LENGTH=24" APPROXIMATE LOCATION OF BEAM BEARING ON ICF WALL BEYOND(SEE FRAMING PLANS AND SECTIONS) Q(2)#5 HORIZONTAL BARS ABOVE ROUGH OPENING EXTENDING 30"(MIN)BEYOND EACH END OF ROUGH OPENING 30 11. #5 BAR:SPLICE LENGTH= " G©PRELIMINARY 8 ASSUMED LOCATION OF PROPOSED FINISHED GRADE(SEE CIVIL AND ARCH DRAWINGS FOR FINAL FINISHED GRADE) ST/ 12. #6 BAR:SPLICE LENGTH=30" 1�1 #5 HORIZONTAL BARS @ 16"O!C 13. MINIMUM ANCHOR BOLT EDGE DISTANCE(DISTANCE BETWEEN CENTERLINE OF ANCHOR BOLT AND EDGE OF CONCRETE)SHALL BE Z.. OF NF©ICF WALL DOUBLE TOP PLATE(SEE PLAN SECTIONS AND ARCH DRAWINGS) �(� tV, y 14. IF NOT INDICATED ON THE PLAN,REQUEST BEAM SIZE FROM DESIGN TEAM OR PROVIDE(1)#4 HORIZONTAL BAR WITHIN 4"OF THE TOP Q- OF THE ROUGH OPENING AND EXTEND 2'-0"(MIN)PAST END OF OPENING.PROVIDE VERTICAL BAR WITHIN 12"OF OPENINGS. G9 WOOD FRAMED WALL INSIDE OF DUPONT THERMAX POLY ISOCYANURATE SHEATHING(SEE PLAN,SECTIONS AND ARCH DRAWINGS) 15. AT ALL ICF WALL CONSTRUCITON JOINTS,PROVIDE#4 HORIZONTAL BARS @ 24"O/C(MAX)WITH 1Z'(MIN)EMBEDMENT INTO EACH WALL * J 16. TIE ALL PLACECONCRETEREINFORCEMENT REBAR SECURELY PRIOR TO CONCRETE PLACEMENT TO ENSURE REBAR DOES NOT MOVE DURING ATYPICAL VERTICAL ICF WALL REINFORCEMENT NOTES INDICATED WITH PREFIX"W: r _ POUR. 17. MECHANICALLY VIBRATE CONCRETE PER INDUSTRY STANDARDS TO AVOID AIR BUBBLES. TYPICAL ICF WALL REINFORCEMENT(SEE NOTES FOR ATYPICAL REINFORCEMENT LOCATIONS): V1#5 VERTICAL BAR ON EACH SIDE OF ROUGH OPENING 18. PROVIDE PROPER CLEAR COVER FOR ALL CONCRETE REINFORCEMENT. �899D3 19. ICF FORM MATERIALS TO MEET THE REQUIREMENTS OF ASTM C 578. V #6 VERTICAL BAR ON EACH SIDE OF ROUGH OPENING 20. CONCRETE TO MEET THE REQUIREMENTS OF ASTM C 94 T1 TYPICAL BASEMENT WALL REINFORCEMENT FOR THE 8"8 10"ICF WALLS(UNLESS OTHERWISE NOTED): • #5 VERTICAL(CENTERED IN WALL)@ 24"O/C(MAX),AT BUILDING WALL CORNERS,WALL INTERSECTIONS,AT EACH SIDE OF BASEMENT WALL V3(2)#5 VERTICAL BARS ON EACH SIDE OF ROUGH OPENING(PROVIDE 4"CLEAR DISTANCE BETWEEN VERTICAL BARS) O SSION� ROUGH OPENINGS AND AT EACH SIDE OF WALL OPENINGS FOR 1ST FLOOR ABOVE.EXTEND VERTICAL BARS 24"ABOVE HORIZONTAL CONSTRUCTION JOINT ELEVATIONS. 9(3)#5 VERTICAL BARS IN SHORT DISTANCE OF WALL BETWEEN DOORS EXTENDING 24"(MIN)ABOVE 2ND FLOOR CONSTRUCTION JOINT • #4 HORIZORIZONTAL @ 32"O/C(MAX),AT BASEMENT SLAB ON GRADE ELEVATION,TOPS OF WALL,TOPS OF HORIZONTAL CONSTRUCTION V JOINTS AND ABOVE 8 BELOW WALL ROUGH OPENINGS(UNLESS OTHERWISE NOTED). LARGE GABLE WALL:#5 VERTICAL BARS @ 16"O/C AT THIS GABLE WALL FROM 1ST FLOOR TO ROOF V6 TYPICAL ABOVE GRADE WALL REINFORCEMENT(UNLESS OTHERWISE NOTED): SMALL GABLE WALL:#5 VERTICAL BARS @ 24"O/C FROM 1 ST FLOOR TO ROOF T© KEY PLAN:ICF HOME STRUCTURAL ELEVATION 9 #4 VERTICAL(CENTERED IN WALL)@ 24"O/C(MAX),AT BUILDING WALL CORNERS,BUILDING WALL INTERSECTIONS,AT EACH SIDE OF WALL ROUGH OPENINGS AND AT EACH SIDE OF WALL OPENINGS FOR FLOOR ABOVE.EXTEND VERTICAL BARS 30"(MIN)ABOVE HORIZONTAL (WALL REINFORCEMENT NOT SHOWN) CONSTRUCTION JOINT ELEVATIONS. • #4 HORIZORIZONTAL @ 24"O/C(MAX),JUST BELOW EMBEDDED PORTION OF ICFVL LEDGER BOARD HOLDER,SLAB ON GRADE ELEVATION,TOPS OF WALL,TOPS OF HORIZONTAL CONSTRUCTION JOINTS AND ABOVE 8 BELOW WALL ROUGH OPENINGS(UNLESS OTHERWISE NOTED). ATYPICAL SHEAR ICF WALL REINFORCEMENT NOTES INDICATED WITH PREFIX"S„: T3 TYPICAL EXTERIOR GARAGE WALL REINFORCEMENT INCLUDING BELOW GRADE(UNLESS OTHERWISE NOTED): S1 SHEAR REINFORCEMENT OVER ROUGH OPENING:#4 VERTICAL BARS @ 12 O/C 02-02-2024 PERMIT LOCATIONS OF WOOD FRAMED WALLS OUTLINE OF ROOF #5 VERTICAL(CENTERED IN WALL)@ 24"O/C(MAX),AT BUILDING WALL CORNERS,BUILDING WALL INTERSECTIONS,AT EACH SIDE OF WALL ROUGH OPENINGS.EXTEND VERTICAL BARS 30"(MIN)ABOVE HORIZONTAL CONSTRUCTION JOINT ELEVATIONS. S©SHEAR REINFORCEMENT OVER ROUGH OPENING:#5 VERTICAL BARS @ 12"O/C NO: DATE: DESCRIPTION: WOOD TOP PLATES #4 HORIZORIZONTAL @ 32"O/C(MAX),SLAB ON GRADE ELEVATION,TOPS OF WALL,TOPS OF HORIZONTAL CONSTRUCTION JOINTS AND ABOVE ATTIC FLOOR BEYOND OCCUR) 8 BELOW WALL ROUGH OPENINGS(UNLESS OTHERWISE NOTED). SHEAR REINFORCEMENT OVER ROUGH OPENING:#3(C-SHAPED OR S-SHAPED)BEAM STIRRUPS @ 12"O/C(MAX)WITH THE OUTER BARS LOCATED 4" SCALE: AS NOTED ( ) - S3- FROM EACH END OF ROUGH OPENING T4 TYPICAL 6"ICF WALL REINFORCEMENT ON 4-SIDES OF STAIR(UNLESS OTHERWISE NOTEDl 9 SHEAR REINFORCEMENT OVER ROUGH OPENING:#4(C-SHAPED OR S-SHAPED)BEAM STIRRUPS @ 12"O/C(MAX)WITH THE OUTER BARS LOCATED 4" PROJECT: WINDOW OR DOOR • #4 VERTICAL(CENTERED IN WALL)@ 24"O/C(MAX).AT BUILDING WALL CORNERS,BUILDING WALL INTERSECTIONS,AT EACH SIDE OF WALL FROM EACH END OF ROUGH OPENING VARONE RESIDENCE I I PROPOSED WALL CONSTRUCTION JOINT ROUGH OPENINGS AND AT EACH SIDE OF WALL OPENINGS FOR FLOOR ABOVE.EXTEND VERTICAL BARS 30"(MIN)ABOVE HORIZONTAL CONSTRUCTION JOINT ELEVATIONS. 47 HAWTHORNE AVENUE • #4 HORIZORIZONTAL @ 16"O/C(MAX),SLAB ON GRADE ELEVATION,TOPS OF WALL,TOPS OF HORIZONTAL CONSTRUCTION JOINTS AND ABOVE ICF CONCRETE FLOOR(BEYOND) I _ I WOOD FLOOR FRAMING(BEYOND) &BELOW WALL ROUGH OPENINGS(UNLESS OTHERWISE NOTED). RYE BROOK,NY 10573 PROPOSED SITE GRADING(CONFIRM WITH CIVIUARCH DRAWINGS) DRAWING NAME: ICF WALL BEYOND(CORNER) I - I -- I CONCRETE SLAB ON GRADE(BEYOND) PROPOSED WALL FOOTING STRUCTURAL ELEVATIONS DRAWING#: S-3.2 NOTE THAT THIS DRAWING AND ITS RELATED DESIGN ARE CONSIDERED PROPRIETARY AND IS THE SOLE PROPERTY OF DRM ENGINEERING SERVICES,LLC. NO UNAUTHORIZED DISTRIBUTION AND/OR USE OF THIS DRAWING AND RELATED DESIGN IS ALLOWED. PLEASE CONTACT DRM ENGINEERING SERVICES, LLC IF YOU REQUIRE A COPY OF THIS DOCUMENT OR YOU HAVE RECEIVED THIS DOCUMENT IN AN UNAUTHORIZED MANNER. WOOD FRAMED WALL(SEE NOTE G9) WOOD FRAMED WALL(SEE NOTE G9)- - WALL TOP PLATE(SEE NOTE G8) WALL TOP PLATE(SEE NOTE )----------, V6 I I I I I T3 4 I 4 S1 9 S1 9 I 4 T4 I I V4 V1 1 V1 I V1 I I PROPOSED ICF WALL CONSTRUCTION JOINT(SEE NOTE G4) I I I I I I PROPOSED ICF WALL CONSTRUCTION JOINT(SEE NOTE G4) FLOOR STRUCTURE BEYOND(SEE NOTE G5) - --------- - � -- - - - � - - - - - - - - - �--T T� - - FLOOR STRUCTURE BEYOND(SEE NOTE GS) FINISHED GRADE(SEE NOTE G7) T1 f T1 FINISHED GRADE(SEE NOTE G7) TRUE PLAN TOP OF CONCRETE SLAB ON GRADE(SEE NOTE G3) TOP OF CONCRETE SLAB ON GRADE(SEE NOTE G3) NORTH NORTH I I I I CONCRETE WALL FOOTING(SEE NOTE G2) CONCRETE WALL FOOTING(SEE NOTE G2) CLIENT: VARONE 47 HAWTHORNE AVENUE RYE BROOK,NY 10573 ARCHITECT: LEIGH OVERLAND ARCHITECT,LLC A PROPOSED STRUCTURAL ELEVATION LEFT 110 SHOREHAM TERRACE S-3.3 SCALE:1/4"=1'0" FAIRFIELD,CT 06824 (203)794-9001 WWW.LDOVERLAND.COM STRUCTURAL ENGINEER: ICF WALL GENERAL NOTES: STRUCTURAL ICF WALL ELEVATION DRAWING NOTES: ATYPICAL HORIZONTAL ICF WALL REINFORCEMENT NOTES INDICATED WITH PREFIX"H": 1. ICF REINFORCEMENT TO BE 60 KSI STEEL. 1. ICF WALL PRODUCT:NUDURA H1 (MIN)BEYOND EACH END OF ROUGH OPENING D #4 HORIZONTAL BAR ABOVE ROUGH OPENING EXTENDING 30" 2. CONCRETE MIXTURE FOR ICF ABOVE AND BELOW GRADE WALLS IS TO BE 3,000 PSI(MIN)CONCRETE.COORDINATE MAXIMUM COARSE 2, STRUCURAL ELEVATIONS ARE FOR GENERAL GRAPHICAL PURPOSES ONLY AND MAY NOT SHOW ALL CONCRETE REINFORCEMENT BARS. O AGGREGATE SIZE WITH ICF FORM SUPPLIER.MAXIMUM ALLOWABLE COARSE AGGREGATES SIZE IS Y4"BUT MAY BE SMALLER 3. CONTACT DESIGN TEAM IF ANY CONFLICTS,DISCREPANCIES OR CONCERNS PRIOR TO INSTALLING ICF WALL REINFORCEMENT. ©#4 HORIZONTAL BAR ABOVE ROUGH OPENING IN ADDITION TO TYPICAL HORIZONTAL BAR FOR A TOTAL OF(2)#4 BARS ABOVE THE ROUGH OPENING R DEPENDING ON ICF FORM SUPPLIER REQUIREMENTS. (EXTEND ADDITIONAL BAR 30"MINIMUM BEYOND EACH END OF ROUGH OPENING) 3. SPLICE ALL CONTINUOUS VERTICAL AND HORIZONTAL#4 AND#5 REINFORCEMENT 24"(MIN). 4. CONTRACTOR TO READ AND FULLY COMPREHEND ICF INSTALLATION GUIDE FOR PRIOR TO START OF CONSTRUCTION.CONTACT ©3(4)#4 HORIZONTAL BARS ABOVE ROUGH OPENING(2 LAYERS OF 2 BARS WITH NO SPLICES SEPARATED BY 3"CLEAR DISTANCE) M SUPPLIER AND/OR ENGINEER IF CLARIFICATIONS ARE REQUIRED. G1 EXTEND VERTICAL ICF WALL REINFORCEMENT 2'-0"ABOVE TOP OF ICF CONCRETE WALL ELEVATION UNLESS OTHERWISE NOTED(TYP) ©4#5 HORIZONTAL BAR ABOVE 8 BELOW ROUGH OPENING EXTENDING 30"(MIN)BEYOND EACH END OF ROUGH OPENING ENGINEERING5. CONTRACTOR IS SOLELY RESPONSIBLE TO PROVIDE TEMPORARY BRACING FOR ICF FOUNDATION AND ABOVE GRADE WALL SYSTEMS �,, DURING CONSTRUCTION.SEE SUPPLIER'S RECOMMENDED DETAILS FOR ADDITIONAL INFORMATION INCLUDING SHORING DETAILS. ©REINFORCED CONCRETE FOOTING(SEE PLAN,TYPICAL DETAILS AND DETAILS FOR ADDITIONAL INFORMATION INCLUDING FOOTING SIZE,ELEVATION. �5(4)#5 HORIZONTAL BARS ABOVE ROUGH OPENING(2 LAYERS OF 2 BARS WITH NO SPLICES SEPARATED BY 3"VERTICAL CLEAR DISTANCE) SERVICES LEAVE SHORING IN PLACE AS RECOMMENDED BY SUPPLIER. REINFORCEMENT,FOOTING DOWELS&ADDITIONAL INFORMATION) 6. NO VERTICAL CONSTRUCTION JOINTS ARE PERMITTED UNLESS PRIOR APPROVAL FROM ENGINEER.NOTIFY ENGINEER OF PROPOSED TOP OF SLAB ON GRADE BEYOND(SEE FOUNDATION PLAN)O 6#5 HORIZONTAL BAR ABOVE ROUGH OPENING IN ADDITION TO TYPICAL#4 HORIZONTAL BAR FOR A TOTAL OF(2)BARS(EXTEND ADDITIONAL BAR 30" DRM ENGINEERING SERVICES,LLC G3 CONSTRUCTION JOINT LOCATIONS FOR APPROVAL. MINIMUM BEYOND EACH END OF ROUGH OPENING) DOUGLAS R.MCGOUGH,PE 7. COORDINATE AND VERIFY EXACT DIMENSIONS AND LOCATIONS OF ALL ICF WALL ROUGH OPENINGS WITH ARCHITECTURAL DRAWINGS, GO SUGGESTED LOCATION OF ICF CONCRETE WALL HORIZONTAL CONSTRUCTION JOINT(GENERALLY LOCATION 1'-0"ABOVE TOP OF FLOOR ELEVATION OR ©#6 HORIZONTAL BAR ABOVE ROUGH OPENING EXTENDING 30"(MIN)BEYOND EACH END OF ROUGH OPENING 9 EARLY DAWN CIRCLE SITE CONTRACTOR AND MATERIAL SUPPLIERS. SLIGHTLY ABOVE MATCHING THE WINDOW SILL ELEVATION.IF CONTRACTOR PREFERS DIFFERENT LOCATION,SUBMIT TO DESIGN TEAM FOR APPROVAL) WINDSOR,CT 06095 8. PROVIDE 20"x 20",#4,L-SHAPED CORNER BARS AT ALL HORIZONTAL REINFORCEMENT AT WALL CORNERS. ©FLOOR STRUCTURE BEYOND(SEE FRAMING PLANS AND SECTIONS) ©8 BELOW WINDOW ROUGH OPENING:(4)#5 HORIZONTAL BARS EXTENDING TO BUILDING CORNERS(2 LAYERS OF 2 BARS WITH NO SPLICES SEPARATED BY PHONE:860-9444780 9. LAP ALL VERTICAL AND HORIZONTAL REINFORCEMENT A DISTANCE OF 40 TIMES THE BAR DIAMETER WITH A 24"MINIMUM. 3"CLEAR DISTANCE) EMAIL: INFO@DRMENGINEERING.COM 10. #4 BAR:SPLICE LENGTH=24" APPROXIMATE LOCATION OF BEAM BEARING ON ICF WALL BEYOND(SEE FRAMING PLANS AND SECTIONS) Q(2)#5 HORIZONTAL BARS ABOVE ROUGH OPENING EXTENDING 30"(MIN)BEYOND EACH END OF ROUGH OPENING 11. #5 BAR:SPLICE LENGTH= " 30 12. #S BAR:SPLICE LENGTH=30" Q PRELIMINARY&ASSUMED LOCATION OF PROPOSED FINISHED GRADE(SEE CIVIL AND ARCH DRAWINGS FOR FINAL FINISHED GRADE) ST/13. MINIMUM ANCHOR BOLT EDGE DISTANCE(DISTANCE BETWEEN CENTERLINE OF ANCHOR BOLT AND EDGE OF CONCRETE)SHALL BE 2". G®ICF WALL DOUBLE TOP PLATE(SEE PLAN,SECTIONS AND ARCH DRAWINGS) -(�1®#5 HORIZONTAL BARS @ 16"O/C OF N��V�. 14. IF NOT INDICATED ON THE PLAN,REQUEST BEAM SIZE FROM DESIGN TEAM OR PROVIDE(1)#4 HORIZONTAL BAR WITHIN 4"OF THE TOP OF THE ROUGH OPENING AND EXTEND 2'-0"(MIN)PAST END OF OPENING.PROVIDE VERTICAL BAR WITHIN 1Z'OF OPENINGS. G9 WOOD FRAMED WALL INSIDE OF DUPONT THERMAX POLYISOCYANURATE SHEATHING(SEE PLAN,SECTIONS AND ARCH DRAWINGS) RN! 15. AT ALL ICF WALL CONSTRUCTTON JOINTS,PROVIDE#4 HORIZONTAL BARS @ 24"O/C(MAX)WITH 12"(MIN)EMBEDMENT INTO EACH WALL * J PLACEMENT. r 16. TIE ALL CONCRETE REINFORCEMENT REBAR SECURELY PRIOR TO CONCRETE PLACEMENT TO ENSURE REBAR DOES NOT MOVE DURING ATYPICAL VERTICAL ICF WALL REINFORCEMENT NOTES INDICATED WITH PREFIX"V": _ POUR. 17. MECHANICALLY VIBRATE CONCRETE PER INDUSTRY STANDARDS TO AVOID AIR BUBBLES. TYPICAL ICF WALL REINFORCEMENT(SEE NOTES FOR ATYPICAL REINFORCEMENT LOCATIONS): V1#5 VERTICAL BAR ON EACH SIDE OF ROUGH OPENING 18. PROVIDE PROPER CLEAR COVER FOR ALL CONCRETE REINFORCEMENT. 089905 19. ICF FORM MATERIALS TO MEET THE REQUIREMENTS OF ASTM C 578. V SS10 #6 VERTICAL BAR ON EACH SIDE OF ROUGH OPENING ,q, T1 TYPICAL BASEMENT WALL REINFORCEMENT FOR THE 8"&10"ICF WALLS(UNLESS OTHERWISE NOTED): V3 xA 20. CONCRETE TO MEET THE REQUIREMENTS OF ASTM C 94 #5 VERTICAL(CENTERED IN WALL)@ 24"O/C(MAX),AT BUILDING WALL CORNERS,WALL INTERSECTIONS,AT EACH SIDE OF BASEMENT WALL (2)#5 VERTICAL BARS ON EACH SIDE OF ROUGH OPENING(PROVIDE 4"CLEAR DISTANCE BETWEEN VERTICAL BARS) t ROUGH OPENINGS AND AT EACH SIDE OF WALL OPENINGS FOR 1 ST FLOOR ABOVE.EXTEND VERTICAL BARS 24"ABOVE HORIZONTAL CONSTRUCTION JOINT ELEVATIONS. ®(3)#5 VERTICAL BARS IN SHORT DISTANCE OF WALL BETWEEN DOORS EXTENDING 24"(MIN)ABOVE 2ND FLOOR CONSTRUCTION JOINT • #4 HORIZORIZONTAL @ 32'O/C(MAX),AT BASEMENT SLAB ON GRADE ELEVATION,TOPS OF WALL,TOPS OF HORIZONTAL CONSTRUCTION JOINTS AND ABOVE&BELOW WALL ROUGH OPENINGS(UNLESS OTHERWISE NOTED). (9LARGE GABLE WALL:#5 VERTICAL BARS @ 16"O/C AT THIS GABLE WALL FROM 1ST FLOOR TO ROOF T©TYPICAL ABOVE GRADE WALL REINFORCEMENT(UNLESS OTHERWISE NOTED): @SMALL GABLE WALL:#5 VERTICAL BARS @ 24"O/C FROM 1ST FLOOR TO ROOF KEY PLAN:ICF HOME STRUCTURAL ELEVATION 0 #4 VERTICAL(CENTERED IN WALL)@ 24"O/C(MAX),AT BUILDING WALL CORNERS,BUILDING WALL INTERSECTIONS,AT EACH SIDE OF WALL ROUGH OPENINGS AND AT EACH SIDE OF WALL OPENINGS FOR FLOOR ABOVE.EXTEND VERTICAL BARS 30"(MIN)ABOVE HORIZONTAL (WALL REINFORCEMENT NOT SHOWN) CONSTRUCTION JOINT ELEVATIONS. #4 HORIZORIZONTAL @ 24"O/C(MAX),JUST BELOW EMBEDDED PORTION OF ICFVL LEDGER BOARD HOLDER,SLAB ON GRADE ELEVATION,TOPS OF WALL,TOPS OF HORIZONTAL CONSTRUCTION JOINTS AND ABOVE&BELOW WALL ROUGH OPENINGS(UNLESS OTHERWISE NOTED). ATYPICAL SHEAR ICF WALL REINFORCEMENT NOTES INDICATED WITH PREFIX„S": LOCATIONS OF WOOD FRAMED WALLS OUTLINE OF ROOF T3 TYPICAL EXTERIOR GARAGE WALL REINFORCEMENT INCLUDING BELOW GRADE(UNLESS OTHERWISE NOTED): S1 SHEAR REINFORCEMENT OVER ROUGH OPENING:#4 VERTICAL BARS @ 12'O/C 02-02-2024 PERMIT #5 VERTICAL(CENTERED IN WALL)@ 24"O/C(MAX),AT BUILDING WALL CORNERS,BUILDING WALL INTERSECTIONS,AT EACH SIDE OF WALL ROUGH OPENINGS.EXTEND VERTICAL BARS 30"(MIN)ABOVE HORIZONTAL CONSTRUCTION JOINT ELEVATIONS. S©SHEAR REINFORCEMENT OVER ROUGH OPENING:#5 VERTICAL BARS @ 12'O/C NO: DATE: DESCRIPTION: WOOD TOP PLATES #4 HORIZORIZONTAL @ 3Z'O/C(MAX).SLAB ON GRADE ELEVATION,TOPS OF WALL,TOPS OF HORIZONTAL CONSTRUCTION JOINTS AND ABOVE &BELOW WALL ROUGH OPENINGS(UNLESS OTHERWISE NOTED). @SHEAR REINFORCEMENT OVER ROUGH OPENING:#3(C-SHAPED OR S-SHAPED)BEAM STIRRUPS @ 1Z'O/C(MAX)WITH THE OUTER BARS LOCATED 4" SCALE: AS NOTED ATTIC FLOOR BEYOND(MAY OCCUR) ____ FROM EACH END OF ROUGH OPENING T4 TYPICAL 6"ICF WALL REINFORCEMENT ON 4-SIDES OF STAIR(UNLESS OTHERWISE NOTED): S4 SHEAR REINFORCEMENT OVER ROUGH OPENING:#4(C-SHAPED OR S-SHAPED)BEAM STIRRUPS @ 1Z'O/C(MAX)WITH THE OUTER BARS LOCATED 4" PROJECT: WINDOW OR DOOR I I • #4 VERTICAL(CENTERED IN WALL)@ 24"O/C(MAX),AT BUILDING WALL CORNERS,BUILDING WALL INTERSECTIONS,AT EACH SIDE OF WALL FROM EACH END OF ROUGH OPENING VARONE RESIDENCE PROPOSED WALL CONSTRUCTION JOINT ROUGH OPENINGS AND AT EACH SIDE OF WALL OPENINGS FOR FLOOR ABOVE.EXTEND VERTICAL BARS 30"(MIN)ABOVE HORIZONTAL CONSTRUCTION JOINT ELEVATIONS. 47 HAWrHORNE AVENUE WOOD FLOOR FRAMING(BEYOND) #4 HORIZORIZONTAL @ 16"O/C(MAX),SLAB ON GRADE ELEVATION,TOPS OF WALL,TOPS OF HORIZONTAL CONSTRUCTION JOINTS AND ABOVE ICF CONCRETE FLOOR(BEYOND)- I - ( &BELOW WALL ROUGH OPENINGS(UNLESS OTHERWISE NOTED). RYE BROOK,NY 10573 PROPOSED SITE GRADING(CONFIRM WITH CIVIUARCH DRAWINGS) DRAWING NAME: ICF WALL BEYOND(CORNER) CONCRETE SLAB ON GRADE(BEYOND) PROPOSED [ WALL FOOTING STRUCTURAL ELEVATIONS DRAWING#: S-3.3 NOTE THAT THIS DRAWING AND ITS RELATED DESIGN ARE CONSIDERED PROPRIETARY AND IS THE SOLE PROPERTY OF DRM ENGINEERING SERVICES,LLC. NO UNAUTHORIZED DISTRIBUTION AND/OR USE OF THIS DRAWING AND RELATED DESIGN IS ALLOWED.PLEASE CONTACT DRM ENGINEERING SERVICES, LLC IF YOU REQUIRE A COPY OF THIS DOCUMENT OR YOU HAVE RECEIVED THIS DOCUMENT IN AN UNAUTHORIZED MANNER. WOOD FRAMED WALL(SEE NOTE G9) "73"REINFORCEMENT "T4'REINFORCEMENT (GARAGE ICF WALL) (STAIR ICF WALL) WALL TOP PLATE(SEE NOTE G8) ---- WALL TOP PLATE(SEE NOTE G8) I I I I I 4 I S1 4 I T I I T I I V1 I I I I I T3 I T4 I PROPOSED ICF WALL CONSTRUCTION JOINT(SEE NOTE G4) FINISHED GRADE(SEE NOTE G7) - - J I -- -- - - - - - - - I I UAL - FLOOR STRUCTURE BEYOND(SEE NOTE GS) FLOOR STRUCTURE BEYOND(SEE NOTE G5) - -------- PROPOSED ICF WALL CONSTRUCTION JOINT(SEE NOTE G4) I I FINISHED GRADE(SEE NOTE G7) - I I ;-44 TRUE PLAN TOP OF CONCRETE SLAB ON GRADE(SEE NOTE G3) TOP OF CONCRETE SLAB ON GRADE(SEE NOTE G3) NORTH NORTH I I I I CONCRETE WALL FOOTING(SEE NOTE G2)- CONCRETE WALL FOOTING(SEE NOTE G2) CLIENT: -irj:E VARONE 47 HAWTHORNE AVENUE RYE BROOK,NY 10573 ARCHITECT: LEIGH OVERLAND ARCHITECT,LLC A PROPOSED STRUCTURAL ELEVATION(RIGHT) 110 SHOREHAM TERRACE S-3.4 SCALE:1/4"=1'0" FAIRFIELD,CT 06824 (203)794-9001 WWW.LDOVERLAND.COM STRUCTURAL ENGINEER: ICF WALL GENERAL NOTES: STRUCTURAL ICF WALL ELEVATION DRAWING NOTES: ATYPICAL HORIZONTAL ICF WALL REINFORCEMENT NOTES INDICATED WITH PREFIX"H": 1. ICF REINFORCEMENT TO BE 60 KSI STEEL. 1. ICF WALL PRODUCT:NUDURA H1#4 HORIZONTAL BAR ABOVE ROUGH OPENING EXTENDING 30"(MIN)BEYOND EACH END OF ROUGH OPENING D ( 2. CONCRETE MIXTURE FOR ICF ABOVE AND BELOW GRADE WALLS IS TO BE 3,000 PSI(MIN) CONCRETE.COORDINATE MAXIMUM COARSE 2. STRUCURAL ELEVATIONS ARE FOR GENERAL GRAPHICAL PURPOSES ONLY AND MAY NOT SHOW ALL CONCRETE REINFORCEMENT BARS. AGGREGATE SIZE WITH ICF FORM SUPPLIER.MAXIMUM ALLOWABLE COARSE AGGREGATES SIZE IS%"BUT MAY BE SMALLER 3. CONTACT DESIGN TEAM IF ANY CONFLICTS,DISCREPANCIES OR CONCERNS PRIOR TO INSTALLING ICF WALL REINFORCEMENT. ©#4 HORIZONTAL BAR ABOVE ROUGH OPENING IN ADDITION TO TYPICAL HORIZONTAL BAR FOR A TOTAL OF(2)#4 BARS ABOVE THE ROUGH OPENING R 3. SPLICE ALL CONTINUOUS VERTICAL AND HORIZONTAL#4 AND#5 REINFORCEMENT 24"(MIN). DEPENDING ICF FORM SUPPLIER REQUIREMENTS. (EXTEND ADDITIONAL BAR 30"MINIMUM BEYOND EACH END OF ROUGH OPENING) 4. CONTRACTOR TO READ AND FULLY COMPREHEND ICF INSTALLATION GUIDE FOR PRIOR TO START OF CONSTRUCTION.CONTACT ©3(4)#4 HORIZONTAL BARS ABOVE ROUGH OPENING(2 LAYERS OF 2 BARS WITH NO SPLICES SEPARATED BY 3"CLEAR DISTANCE) M SUPPLIER AND/OR ENGINEER IF CLARIFICATIONS ARE REQUIRED. G1 5. CONTRACTOR IS SOLELY RESPONSIBLE TO PROVIDE TEMPORARY BRACING FOR ICF FOUNDATION AND ABOVE GRADE WALL SYSTEMS EXTEND VERTICAL ICF WALL REINFORCEMENT 2'-6"ABOVE TOP OF ICF CONCRETE WALL ELEVATION UNLESS OTHERWISE NOTED(TYP) H4#5 HORIZONTAL BAR ABOVE&BELOW ROUGH OPENING EXTENDING 30"(MIN)BEYOND EACH END OF ROUGH OPENING ENGINEERING DURING CONSTRUCTION.SEE SUPPLIER'S RECOMMENDED DETAILS FOR ADDITIONAL INFORMATION INCLUDING SHORING DETAILS. G©REINFORCED CONCRETE FOOTING(SEE PLAN,TYPICAL DETAILS AND DETAILS FOR ADDITIONAL INFORMATION INCLUDING FOOTING SIZE,ELEVATION, ©(4)#5 HORIZONTAL BARS ABOVE ROUGH OPENING(2 LAYERS OF 2 BARS WITH NO SPLICES SEPARATED BY 3"VERTICAL CLEAR DISTANCE) SERVICES LEAVE SHORING IN PLACE AS RECOMMENDED BY SUPPLIER. REINFORCEMENT,FOOTING DOWELS&ADDITIONAL INFORMATION) 6. NO VERTICAL CONSTRUCTION JOINTS ARE PERMITTED UNLESS PRIOR APPROVAL FROM ENGINEER.NOTIFY ENGINEER OF PROPOSED ©6#5 HORIZONTAL BAR ABOVE ROUGH OPENING IN ADDITION TO TYPICAL#4 HORIZONTAL BAR FOR A TOTAL OF(2)BARS(EXTEND ADDITIONAL BAR 30" DRM ENGINEERING SERVICES,LLC G3 TOP OF SLAB ON GRADE BEYOND(SEE FOUNDATION PLAN) CONSTRUCTION JOINT LOCATIONS FOR APPROVAL. MINIMUM BEYOND EACH END OF ROUGH OPENING) DOUGLAS R.MCGOUGH,PE 7. COORDINATE AND VERIFY EXACT DIMENSIONS AND LOCATIONS OF ALL ICF WALL ROUGH OPENINGS WITH ARCHITECTURAL DRAWINGS, GO SUGGESTED LOCATION OF ICF CONCRETE WALL HORIZONTAL CONSTRUCTION JOINT(GENERALLY LOCATION l-U'ABOVE TOP OF FLOOR ELEVATION OR HQ#6 HORIZONTAL BAR ABOVE ROUGH OPENING EXTENDING 30"(MIN)BEYOND EACH END OF ROUGH OPENING 9 EARLY DAWN CIRCLE SITE CONTRACTOR AND MATERIAL SUPPLIERS. SLIGHTLY ABOVE MATCHING THE WINDOW SILL ELEVATION.IF CONTRACTOR PREFERS DIFFERENT LOCATION,SUBMIT TO DESIGN TEAM FOR APPROVAL) WINDSOR,CT 06D95 8. PROVIDE 20"x 20",#4,L-SHAPED CORNER BARS AT ALL HORIZONTAL REINFORCEMENT AT WALL CORNERS. ©FLOOR STRUCTURE BEYOND(SEE FRAMING PLANS AND SECTIONS) ©8 BELOW WINDOW ROUGH OPENING:(4)#5 HORIZONTAL BARS EXTENDING TO BUILDING CORNERS(2 LAYERS OF 2 BARS WITH NO SPLICES SEPARATED BY PHONE:860-944-4780 9. LAP ALL VERTICAL AND HORIZONTAL REINFORCEMENT A DISTANCE OF 40 TIMES THE BAR DIAMETER WITH A 24"MINIMUM. 3"CLEAR DISTANCE) EMAIL: INFO@DRMENGINEERING.COM 10. #4 BAR:SPLICE LENGTH=24" G6 APPROXIMATE LOCATION OF BEAM BEARING ON ICF WALL BEYOND(SEE FRAMING PLANS AND SECTIONS)11. #5 BAR:SPLICE LENGTH=24" @(2)#5 HORIZONTAL BARS ABOVE ROUGH OPENING EXTENDING 30"(MIN)BEYOND EACH END OF ROUGH OPENING 12. #6 BAR:SPLICE LENGTH=30" GQ PRELIMINARY&ASSUMED LOCATION OF PROPOSED FINISHED GRADE(SEE CIVIL AND ARCH DRAWINGS FOR FINAL FINISHED GRADE) ST/ 13. MINIMUM ANCHOR BOLT EDGE DISTANCE(DISTANCE BETWEEN CENTERLINE OF ANCHOR BOLT AND EDGE OF CONCRETE)SHALL BE 2". G® 19#5 HORIZONTAL BARS @ 16"O/C ICF WALL DOUBLE TOP PLATE(SEE PLAN SECTIONS AND ARCH DRAWINGS) OF NEI,�, , 14. IF NOT INDICATED ON THE PLAN,REQUEST BEAM SIZE FROM DESIGN TEAM OR PROVIDE(1)#4 HORIZONTAL BAR WITHIN 4"OF THE TOP Q. �' OF THE ROUGH OPENING AND EXTEND 2'-0"(MIN)PAST END OF OPENING.PROVIDE VERTICAL BAR WITHIN 12"OF OPENINGS. G9 WOOD FRAMED WALL INSIDE OF DUPONT THERMAX POLYISOCYANURATE SHEATHING(SEE PLAN,SECTIONS AND ARCH DRAWINGS) ��R f�C O�� 15. ATLA ALL ICF WALL CONSTRUCITON JOINTS,PROVIDE#4 HORIZONTAL BARS @ 24"O/C(MAX)WITH 12"(MIN)EMBEDMENT INTO EACH WALL J T. 16. TIE ALL CONCRETE REINFORCEMENT REBAR SECURELY PRIOR TO CONCRETE PLACEMENT TO ENSURE REBAR DOES NOT MOVE DURING ATYPICAL VERTICAL ICF WALL REINFORCEMENT NOTES INDICATED WITH PREFIX"V": POUR. 17. MECHANICALLY VIBRATE CONCRETE PER INDUSTRY STANDARDS TO AVOID AIR BUBBLES. TYPICAL ICF WALL REINFORCEMENT(SEE NOTES FOR ATYPICAL REINFORCEMENT LOCATIONS): V1#5 VERTICAL BAR ON EACH SIDE OF ROUGH OPENING 18. PROVIDE PROPER CLEAR COVER FOR ALL CONCRETE REINFORCEMENT. 08gg03 19. ICF FORM MATERIALS TO MEET THE REQUIREMENTS OF ASTM C 578. ©#6 VERTICAL BAR ON EACH SIDE OF ROUGH OPENING T1 TYPICAL BASEMENT WALL REINFORCEMENT FOR THE 8"&10"ICF WALLS(UNLESS OTHERWISE NOTED): AJQD �, 20. CONCRETE TO MEET THE REQUIREMENTS OF ASTM C 94 #5 VERTICAL(CENTERED IN WALL)@ 24"O/C(MAX),AT BUILDING WALL CORNERS,WALL INTERSECTIONS,AT EACH SIDE OF BASEMENT WALL V�3(2)#5 VERTICAL BARS ON EACH SIDE OF ROUGH OPENING(PROVIDE 4"CLEAR DISTANCE BETWEEN VERTICAL BARS) FC'SS10N''' ROUGH OPENINGS AND AT EACH SIDE OF WALL OPENINGS FOR 1 ST FLOOR ABOVE.EXTEND VERTICAL BARS 24"ABOVE HORIZONTAL CONSTRUCTION JOINT ELEVATIONS. VO(3)#5 VERTICAL BARS IN SHORT DISTANCE OF WALL BETWEEN DOORS EXTENDING 24"(MIN)ABOVE 2ND FLOOR CONSTRUCTION JOINT • #4 HORIZORIZONTAL @ 3Z'O/C(MAX),AT BASEMENT SLAB ON GRADE ELEVATION,TOPS OF WALL,TOPS OF HORIZONTAL CONSTRUCTION JOINTS AND ABOVE&BELOW WALL ROUGH OPENINGS(UNLESS OTHERWISE NOTED). V LARGE GABLE WALL:#5 VERTICAL BARS @ 16"O/C AT THIS GABLE WALL FROM 1ST FLOOR TO ROOF T©TYPICAL ABOVE GRADE WALL REINFORCEMENT(UNLESS OTHERWISE NOTED): VO SMALL GABLE WALL:#5 VERTICAL BARS @ 24"O/C FROM 1 ST FLOOR TO ROOF KEY PLAN:ICF HOME STRUCTURAL ELEVATION #4 VERTICAL(CENTERED IN WALL)@ 24"O/C(MAX),AT BUILDING WALL CORNERS,BUILDING WALL INTERSECTIONS,AT EACH SIDE OF WALL ROUGH OPENINGS AND AT EACH SIDE OF WALL OPENINGS FOR FLOOR ABOVE.EXTEND VERTICAL BARS 30"(MIN)ABOVE HORIZONTAL (WALL REINFORCEMENT NOT SHOWN) CONSTRUCTION JOINT ELEVATIONS. • #4 HORIZORIZONTAL @ 24"O/C(MAX),JUST BELOW EMBEDDED PORTION OF ICFVL LEDGER BOARD HOLDER,SLAB ON GRADE ELEVATION,TOPS OF WALL,TOPS OF HORIZONTAL CONSTRUCTION JOINTS AND ABOVE&BELOW WALL ROUGH OPENINGS(UNLESS OTHERWISE NOTED). ATYPICAL SHEAR ICF WALL REINFORCEMENT NOTES INDICATED WITH PREFIX„S": T3 TYPICAL EXTERIOR GARAGE WALL REINFORCEMENT INCLUDING BELOW GRADE(UNLESS OTHERWISE NOTED): S1 SHEAR REINFORCEMENT OVER ROUGH OPENING:#4 VERTICAL BARS @ 17'O/C 02-02-2024 PERMIT LOCATIONS OF WOOD FRAMED WALLS OUTLINE OF ROOF #5 VERTICAL(CENTERED IN WALL)@ 24"O/C(MAX),AT BUILDING WALL CORNERS,BUILDING WALL INTERSECTIONS,AT EACH SIDE OF WALL ROUGH OPENINGS.EXTEND VERTICAL BARS 30"(MIN)ABOVE HORIZONTAL CONSTRUCTION JOINT ELEVATIONS. S©SHEAR REINFORCEMENT OVER ROUGH OPENING:#5 VERTICAL BARS @ 17'O/C NO: DATE: DESCRIPTION: -WOOD TOP PLATES #4 HORIZORIZONTAL @ 3Z'O/C(MAX),SLAB ON GRADE ELEVATION,TOPS OF WALL,TOPS OF HORIZONTAL CONSTRUCTION JOINTS AND ABOVE ATTIC FLOOR BEYOND(MAY OCCUR) &BELOW WALL ROUGH OPENINGS(UNLESS OTHERWISE NOTED). S3 SHEAR REINFORCEMENT OVER ROUGH OPENING:#3(C-SHAPED OR S-SHAPED)BEAM STIRRUPS @ 17'O/C(MAX)WITH THE OUTER BARS LOCATED 4" SCALE: AS NOTED ___ FROM EACH END OF ROUGH OPENING T4 TYPICAL 6"ICF WALL REINFORCEMENT ON 4-SIDES OF STAIR(UNLESS OTHERWISE NOTED): S4 SHEAR REINFORCEMENT OVER ROUGH OPENING:#4(C-SHAPED OR S-SHAPED)BEAM STIRRUPS @ 17'O/C(MAX)WITH THE OUTER BARS LOCATED 4" PROJECT: WINDOW OR DOOR • #4 VERTICAL(CENTERED IN WALL)@ 24"O/C(MAX).AT BUILDING WALL CORNERS,BUILDING WALL INTERSECTIONS,AT EACH SIDE OF WALL FROM EACH END OF ROUGH OPENING VARONE RESIDENCE I I PROPOSED WALL CONSTRUCTION JOINT ROUGH OPENINGS AND AT EACH SIDE OF WALL OPENINGS FOR FLOOR ABOVE.EXTEND VERTICAL BARS 30"(MIN)ABOVE HORIZONTAL CONSTRUCTION JOINT ELEVATIONS. 47 HAWFHORNE AVENUE • #4 HORIZORIZONTAL @ 16"O/C(MAX),SLAB ON GRADE ELEVATION,TOPS OF WALL,TOPS OF HORIZONTAL CONSTRUCTION JOINTS AND ABOVE ICF CONCRETE FLOOR(BEYOND) I - I -WOOD FLOOR FRAMING(BEYOND) &BELOW WALL ROUGH OPENINGS(UNLESS OTHERWISE NOTED). RYE BROOK,NY 10573 -- PROPOSED SITE GRADING(CONFIRM WITH CIVIL/ARCH DRAWINGS) DRAWING NAME: ICF WALL BEYOND(CORNER)- - I I I --CONCRETE SLAB ON GRADE(BEYOND) PROPOSED WALL FOOTING STRUCTURAL ELEVATIONS DRAWING#: S-3.4 GRADE=117.5' NOTE THAT THIS DRAWING AND ITS RELATED DESIGN ARE GRADE=115.5'----,-,' 24"x24"xlO"DEEP,3000 PSI CONCRETE CONSIDERED PROPRIETARY AND FOOTING WITH(5)#4 BARS EACH WAY IS THE SOLE PROPERTY OF DRM PROVIDE SEALANT AND SIP TAPE 2 LOCATIONS)BOTTOM OF FOOTING ENGINEERING SERVICES,LLC. NO ARE REQUIRED BY MANUFACTURER TO BE 47'(MIN)BELOW LOWEST \� FINISHED GRADE UNAUTHORIZED DISTRIBUTION SIPPS SCREWS WITH STANDARD 6"ICF AND/OR USE OF THIS DRAWING SITE RETAINING WALL BY OTHERS(TYP)INDUSTRY(MIN)PENETRATION — -8"x8"CONCRETE ICF COLUMN WITH(2) AND RELATED DESIGN IS INTO STRUCTURAL SUPPORT #5 VERTICAL BARS(2 LOCATIONS) ALLOWED. PLEASE CONTACT (SPACING PER DESIGN) I f _ I L' DRM ENGINEERING SERVICES, LLC IF YOU REQUIRE A COPY OF I I DROP ICF WALL ELEVATION TO 5' THIS DOCUMENT OR YOU HAVE BELOW TOP OF SLAB ELEVATION @ RECEIVED THIS DOCUMENT IN AN DOORS(TYP) UNAUTHORIZED MANNER. -SIPS ROOF PANELS(SEE PLAN& I I I I NOTES) I I I • TH I I I I CABANA SLAB ON GRADE OVER RIGID INSULATION&VAPOR BARRIER(SEE ° GS)— •I I SCHEDULE)-SIPPS SCREWS WITH STANDARD INDUSTRY• / I PENETRATION INTO STRUCTURAL SUPPORT CF I I 6"ICF I / \\ (SPACING PER DESIGN) 1 VERANDA FLOOR(IF SLAB ON GRADE, / CAL CABANA FOOTING I I I I USE SAME SPECIFICATION AS SI,CONCRETE FOOTING GARAGE&SLOPE PER CIVIL BARS @ 48"O/C AND(3) I I I I DRAWINGS)IF DIFFERENT FLOOR IS • °• ED FOOTING DOWELS- CHOSEN BY ARCH TO MATCH POOL L-SHAPED,#4 BARS AT I I I I AREA,COORDINATE MATERIAL& CES WHERE REQUIRED) 6"ICF 8"ICF SLOPE WITH SITE DRAWINGS ° ROOF BEAM DESIGNED,SUPPLIED TO BE 47-(MIN)BELOW &INSTALLED BY SIPS ROOF �� LL -i L__ • CONTRACTOR-COORDINATE , EXACT SIZE WITH ARCH DRAWINGS(SEE PLAN) D ° a GRADE=117.5' ICF CONCRETE COLUMN& DOUBLE TOP PLATE BEYOND(SEE - PLAN) 0 • • ---NOTE:ALL SITE RETAINING WALL TO CBE ATICOONF RMEDTWITTH GRADSITE SHOWN TRUE PLAN PROPOSED CABANA FOUNDATION PLAN DRAWINGS(SEE SITE DRAWINGS FOR NORTH NORTH D ° • :Yo"=1'-0" SITE RETAINING WALLS) SCALE a CLIENT: VERANDA FLOOR(SEE PLAN •° • •< INCLUDING SITE PLAN OR MORE VARONE 47 HAWTHORNE AVENUE INFORMATION) RYE BROOK,NY 10573 DT7 ARCHITECT: c LEIGH OVERLAND ARCHITECT.LLC • "'-""""`"- -- -" 110 SHOREHAM TERRACE 6"ICF WALL ROOF BEAM 8"x8"CONCRETE ICF COLUMN WITH(2) FAIRFIELD,CT 06824 POOL PATIO BY OTHERS(SEE SITE #5 VERTICAL BARS(2 LOCATIONS) (203)794-9001 °• DRAWINGS)STEP MAY OCCUR WWW.LDOVERLAND.COM (SEE SITE DRAWINGS) \ • I STRUCTURAL ENGINEER: CABABA ICF WALL Ala N REINFORCEMENT: " " " • ev�N •' a #4 BARS @ 24"O!C(VERTICAL& • ° ° I D HORIZONTAL UNLESS OTHERWISE - �— —'--- --- - D \ / -SIPS HIP ROOF INCLUDING HIP NOTED) I i I RAFTERS INTEGRAL WITH THE SIPS R ° e I PANELS ° M e I ENGINEERING c w I SERVICES coDRM ENGINEERING SERVICES,LLC e SIPS SIPS DOUGLAS R.MCGOUGH,PE FINISHED GRADE VARIES(SEE SITE 9 EARLY DAWN CIRCLE GRADING PLAN) I 1 WINDSOR,CT 06095 ° eo" • • `-- S 4 1 PHONE:860-9444780 v • D • G I EMAIL. INFO@DRMENGINEERING.COM D - ,.� ST,- - #4 L-SHAPED HOOKED FOOTING -ICF COLUMN FOOTING BEYOND - I QF NF tV DOWELS @ EACH FDN WALL (SEE PLAN)2 LOCATIONS I SIPS ROOF BEAMS TO BE P'C� j- VERTICAL BAR(8"x35') / LOOFB\AM APPROPRIATE FOR EXTERIOR < �,S R.J,� O CONDITION(SEE SIPS NOTES FORADDITIONAL INFORMATION) CABANA FOOTING(SEE PLAN) I --1__—�--- � Q899ss 0� �\ e e PROPOSED CABANA STRUCTURAL DETAIL S 4.1 SCALE:314"=l'-0" 02-02-2024 PERMIT PROPOSED ROOF FRAMING PLAN NO: DATE: DESCRIPTION: SCALE:Ya"=1'-0" SCALE: AS NOTED PROJECT: VARONE RESIDENCE 47 HAWTHORNE AVENUE RYE BROOK,NY 10573 DRAWING NAME- PROPOSED CABANA STRUCTURAL PLANS AND SECTIONS DRAWING#: S-4.1