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HomeMy WebLinkAbout44040-Z S11FFOl , 0 . �pG� Town of Southold 5/11/2022 P.O.Box 1179 y z 53095 Main Rd hy�,ol �arl�' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43060 Date: 5/11/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: Oceanview Ave,Fishers Island SCTM#: 473889 Sec/Block/Lot: 9.-6-8.1 Subdivision: Filed Map No. Lot No. J conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/9/2019 pursuant to which Building Permit No. 44040 dated 8/6/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with conditioned basement storage(non-sleeping) covered entries screened porch deck and outdoor shower as applied for. The certificate is issued to Crary,Dianne of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-15-0048 1/4/2022 ELECTRICAL CERTIFICATE NO. 44040 4/26/2022 PLUMBERS CERTIFICATION DATED Authonzed Sign ure .rt. TOWN OF SOUTHOLD o�og11FE0(,�co BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44040 Date: 8/6/2019 Permission is hereby granted to: Crary, Dianne 125 E 74th St New York, NY 10021 To: construct a new single family dwelling as applied for per SCHD approval. At premises located at; Oceanview Ave, Fishers Island SCTM # 473889 Sec/Block/Lot# 9.-6-8.1 Pursuant to application dated 7/9/2019 and approved by the Building Inspector. To expire on 2/4/2021. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,878.00 EW DWELLING $50.00 Total: $2,928.00 ing I Spector pF SOUj�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G. • �Q rOQer.richerta-town.south old.ny.us Southold,NY 11971-0959 Comm BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Dianne Crary Address: Oceanview Ave City: Fishers Island St: New York Zip: 6390 Building Permit#: 44040 Section: 9 Block: 6 Lot: 8.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE ]Contractor: DBA: Z&S Contracting License No: 4798-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph400a Heat gas Duplec Recpt 94 Ceiling Fixtures 45 HID Fixtures Service 3 ph Hot Water elec GFCI Recpt 15 Wall Fixtures 48 Smoke Detectors 12 Main Panel 2 A/C Condenser 4 Single Recpt 8 Recessed Fixtures 8 CO Detectors 4 Sub Panel A/C Blower 4 Range Recpt gas Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt30a Emergency Fixtures Time Clocks Disconnect 2 Switches N Twist Lock Exit Fixtures TVSS Other Equipment: Electric oven, gas range, range hood, microwave, wine cooler, 2-electric dryers-30 2-washing machines,2-dishwashers,5-paddle fans, 1-bath fan,3-radiant floor heat,400a service,2-200a main electric panels, 1-AC control Notes: panel with 4-30a circuit breakers.8-smoke detectors,4-combination smoke/co detectors, 1-heat detector. 20 KW stand by generator with 200a panel and disconnect Inspector Signature: Date: April 26 2022 81-Cert Electrical Compliance Form.xls Form No.,G TOWN OF SOUTIIOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. D. For existing buildings(prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Cominercial $15.00 Date. New Construction: Old or Pre-existingcheck one Building: ( ) r Location of Property: �(�..2 ✓�tt.h + �eQ•ti, Ut4,.' Ave House No. Street Hamlet Owner or Owners of Property: bw-!%Ke Cg+, CrG_yt4 Suffolk County Tax Map No 1000, Section 609 Block Lot4 Subdivision Filed Map. Lot: Permit No. LHO(4() Date of Permit. Applicant: Health Dept. Approval: V Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: ,►// (check one) Fee Submitted: $ 5v Applicant ignature �qu OESo(/lyo ,moo !o # TOWN OF`SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ 'FOUNDATION 1ST [ ROUGH PLBG. [FOUNDATION 2ND [ ] INSULATION/CAULKING ' [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE-& CHIMNEY- [` ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION. [ ] ELECTRICAL (ROUGH) [ ] -ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: w OF _ or Or DATE `` �g / INSPECTOR �O o�aOF 50b1�o! * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [�OUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: x��, voe DATE INSPECTOR j oqu SOGIy�� ._ .TOWN OF SOUTHOLD BUILDING-DEPT.- 765-1802 INSPECTION [ } FOUNDATION 1ST [ ] ROUGH PLBG. -A FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] 'FINAL [ ] FIREPLACE-& CHIMNEY [ ] FIRE-SAFETY INSPECTION ' [ ] FIRE RESISTANT CONSTRUCTION [ '] FIRE RESISTANT PENETRATION ], ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO [ ] PRE C/O REMARKS: DATE INSPECTOR OE SOUIyO� TOWN"OF SOUTHOLD BUILDING DEPT. cou765-1802 JNSPECTION ' [ ] FOUNDATION 1ST [ ]. ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ULATIOWCAULKING ] FRAMING /STRAPPING [ ;;FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION- [ ] FIRE RESISTANT CONSTRUCTION ` [ ] FIRE RESISTANT PENETRATION [ ]. ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: /091Z af .,� oe QUO ::P jr le DATE Gg INSPECTOR A,R&T Architects,Inc. D 262 Washington Street,god floor AUG - 3 2021 Boston MA 02108 (617) 451-5740 BIIIIaII O DEPT. .3 August 2021 'M171_,OF S017710LID Michael Verity Building Department Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold NY 11971 Re: Dianne Crary house Equestrian Ave._ & Ocean View Ave. Fishers Island NY Suffolk Co.- Tax Map #1000-009-6-8. 1 Building Permit #44040 Gentlemen: Photos supplied by Z&S Contracting are enclosed. They show a sequence of stages of construction of the foundation, including the crushed stone base, Superior Walls precast concrete panels, concrete footings for structural columns, under-slab drainage piping, under-slab rigid insulation, concrete floor slab, exterior perimeter footing drainage piping, and exterior foundation damp-proofing. The foundation and associated components appeared to be consistent with design and details drawn by us or by Superior Walls, and are, to the best of my knowledge, in accordance with applicable New York State codes. � nnn Very truly yours, Cr i� y.c ' Jo-: g- % 1 f �C ` Z� 1 , •� Jacob D. Albert weeg INE% `e A, R & T Architects, Inc. Copy to: Z&S Contracting CaT Blu erijqegion Technology LW fildiilgg� Cc s Testing -Sheet 0-1.1 .0 e/a,a I mater: -9 Date of, i,aSt L Bit Wly -o f, I:C-sx: a e "i law SFBE: —10talfleated-space: Volume: Source of Aron:and Vol.ume Calculations: Blblwer Dbor 'f-ee'. Fan ;NOTES: Date Fail FlOkY PASSIFAIL . Outsids-, Mig. - Pr6tsur ACH50 S.4 uct Bflzisier Te8t od A. ;r HanterLocatiort; Floor'Selved" Fan Passor; NO Efi- ping pressure'�SSLjre FainFlav) `;aLeakagG Fa ft. Outside Dupt_Pjtst(M-!gggi Ab-Heindlar'Location: RoorSOVIBq: C;OniftLI on" total or Fan KTO I F-S, F Dwe ding, Pressure ran!F�p0. w %-Les a Fail J Outside GNCN 1. Consulting Engineers,P.C. Structural Engineering Geotechnical Engineering Historic Preservation August 11, 2020 Town Hall Annex Building D Town of Southold a Southold, NY 11971 AUG 1 2 2020 Attn: Michael J. Verity B�� O DEPT. Chief Building Official TO , T �7HOLD Re: D. Crary House Ocean View Avenue Principals Fishers Island, New York 06390 Charles C.Brown,P.E. Permit No. 44040 James F.Norden,P.E. Amy Jagaczewski,P.E. Principal Emeritus Dear Mr. Verity: Kenneth Gibble,P.E. Geotechnical Associate GNCB Consulting Engineers, P.C. is the Engineer of Record for the wood David L.Freed,P.E. framed superstructure for the Dianne Crary House construction project StructrralAssociate currently in progress on Fishers Island, NY. The below grade basement Richard A.Centola,P.E. walls consist of a pre-cast concrete foundation manufactured and installed by Superior Walls. I reviewed photos showing the progress of the wood framing construction work provided by Z&S Contracting (Z&S), the General Contractor. The photos show installation of the interior independent concrete footings to support steel pipe columns, as well as exterior porch and deck footings. Concrete masonry unit (cmu) walls were constructed on site in lieu of placing the pre-cast concrete bulkhead walls shown on the drawings. Z&S provided photos of typical details, where coil straps cross the roof ridgeline and fasten directly to the roof rafter framing on each side of the ridge, per typical details. Coil strapping is installed at the first floor framing level to span from sill plate to rim board to every other wall stud. Coil straps 1358 Boston Post Road P.O,Boz 802 Old Saybrook,CT 06475 Tel 860.388.1224 lastname@gncbengineers.com gncbengineers.com D. Crary House GNCB � August 11, 2020 / Page 2 of 2 Consulting Engineers, R.C. are also installed at the second floor framing level, fastened from upper level to lower level walls studs. On July 16, 2020, Roxanne Brown, GNCB, made a site visit to meet with the contractor and observe the structural wood framing work. The wood framing members are constructed in substantial agreement with the construction documents. Where multiple plies of laminated veneer lumber are installed, they are bolted together to form a beam. Where joists are flush framed with beams, they are supported with hanger hardware. Hurricane clips are installed at each rafter to wall stud. Wood blocking is installed at plywood panel joints. The installation of shear wall hardware was in progress, substantially complete. At the screened porch, roof rafters are supported on the ridge beam with sloping rafter hardware. There is strapping across the porch beams to the posts. Porch rafters have hurricane clips fastened to the porch beams. Deck tie hardware is installed at the exterior deck. It is my opinion that the framing work is constructed in substantial conformance with the Contract Documents, and meets the building code structural requirements. Very truly, 0"'z C � 01: NEH/Y Charles C. Brown, P.E. y��ycuRrrs�9®.p� President cc: Z&S,Contracting Fishers Island, NY o zandscontractinaCa.amail.com aFEss�fl�'P cc: Dianne Crary Fishers Island, NY dcrary125@gmail.com A,R&T Architects,Inc. 262 Washington Street,2"d floor Boston MA 02108 (617) 451-5740 9 March 2021 Michael Verity Building Department U `V Town Hall Annex Building (`. 'k � 54375 Route 25 `2 MAR 10 2021 � P.O., Box 1179 Southold NY 11971 Re: Dianne Crary house Equestrian Ave. & Ocean View Ave. Fishers Island NY Suffolk Co. Tax Map #1000-009-6-8. 1 Building Permit #44040 Gentlemen: This is to let you know that I observed the closed-cell spray- foam insulation in exterior roof rafter bays and received photographs from Z&S Contracting of the closed-cell foam insulation in the exterior stud wall cavities, rock-wool batts on the inside surfaces of the foundation walls, in addition to the rigid insulation that came with the Superior Walls foundation panels, and rock-wool batts in the first floor joist bays. The insulation appeared to be. consistent with design and details drawn by us, and is, to the best of my knowledge, in accordance with applicable New York State codes. Photos of insulation are enclosed. 0o�v �tDARCyjr� �, Very truly yours, ••®oD 0 �:o • .� ; Seo: � t •tio. ,s8z��°°°��®•'ter �` ® • �•®,,�oftHE�pt�`�6•� Jacob D. Albert A, R & T Architects, Inc. Copy to: US Contracting A, R&T Architects, Inc. 262 Washington Street,2"d floor Boston MA 02108 (617) 451-5740 5 January 2022 Michael Verity Building Department ® E C Town Hall Annex Building 54375 Route 25 JAN e 5 2022 P.O. Box 1179 Southold NY 11971 TOWN BUILDING DEPT Re: Dianne Crary house Equestrian Ave. & Ocean View Ave. Fishers Island NY Suffolk Co. Tax Map #1000-009-6-8 . 1 Building Permit #44040 Gentlemen: Photos supplied by Z&S Contracting are enclosed. They show a sequence of stages of construction of the porch and deck piers : Forms for footings on undisturbed earth, steel rebar horizontal and vertical, concrete poured into footings, Sonotubes ,for concrete piers, and the beginning of back-filling. The piers appeared to be consistent with design and details drawn by us and are, to the best of my knowledge, in accordance with applicable New York State codes. I toot, ° a` 6"a� D c�e RCe °, Very truly yours, neva � Fr � A�Q.ee .s S fJ'�lr`aspy'1 v`o� �r7f+F C{FtEn°a`�� Jacob D. Albert A, R & T Architects, Inc. 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CRARY SCREEN PORCH & DECK r .> . ter_•; ..,�,� , s .�,� �✓ _ ,•�,, - .�. :-�.�,,,., � D BMW y i _fie ��• c „, y y rye � C - . r®. - ya►'., , ,'��e s- Y l lb 9&10) D. CRARY SCREEN PORCH & DECK wAk ,a �y x a .y is .•("- r. F r sem' t� «..rte _�• 'Ai! �11Vff''rrr ��' �. 11&12) D. CRARY SCREEN PORCH & DECK f Vis.. ` r 01 - y M Pu�H 40 1• - 13&14) D. CRARY SCREEN PORCH & DECK ol r \ A Y r r w !' • , } V 'FIS`:�+4 v.�'1��fR p `'' "f: �4 •. Y ..l� f r - • L, /,n fit'S 1) D. CRARY MUDROOM PORCH 2) D. CRARY MAIN ENTRY PORCH •4 ell r' •.w�,�a'�7cr-�.1•3,�'���`�1i .'ori- r r .. t`� rY ' 3&4) D. CRARY MAIN ENTRY PORCH Al s jIrl , �.•"`-� .,W. .. � � �t f . � 4 371 Ac I •r',„ I I �' ?fie .� E Y. 'lC1 r F'' 5&6) D. CRARY MAIN ENTRY PORCH 40 t ' � r s � Y •• ■ c any •,. ,rs� A� a �s ~ � •� .a ~k .,ti JsF r� 'Ira MLUG irr tt_ r � 1 i t f �r • • Jo J i I i 13) D. CRARY MAIN ENTRY PORCH � f P 4, ti .�. ;. - "- ,..may ' b.•-' - �f�(°�: . oil FIELD RiSPECTION REPORT • MMENTS FOUNDATION(1ST) FINE FOUNDATION INNER - % / `' i 1 40 kWh FINE PLUMBING INSULATION PER N.Y. STATE ENERGY CODE Ah F"M FINE FINE HIM 1p�]UE FINE i I / / WPIWas ! ' - ADDITIONAL COMMENTS : pt 00. 11 MOW MER _ �, TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL.: (631) 765-1802 Planning Board approval . FAX: (631) 765-9502 ® Survey , 7 Southoldtownny.gov PERMIT NO: Check Septic Fonm N.Y.S.D.E.C. Trustees / C.O.Application Flood Pennit J Examined 2Q Single.&Separate '! Truss Identification Form Storm-dater Assessment Form K� Contact: Approved 20 Mail to: ZO 64y -- �, z 't 0 o' te Disapproved a/c 1a- �lSII�s �ic,^4, Phone:� 17gd377 Expiration ,"20 r C� D �J V L Building I spector JUL 0 9 20 9 APPLICATION FOR BUILDING PERMIT Date -J w� , 20j �•r{ T'`:'tiTi t �n ° INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas;-and,waterway-s. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on-the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f..Every building permit shall expire if thework authorized has not commenced'within 12 months after the date of issuance or has not been:completed within 18 months from such date.If no zoning-amendinents of other regulations affecting the property have been enacte 'in the interim,the Building Inspector may authorize;in writing,the extension of permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for,the issuance of a Building Pennit.pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. Z+S Cbvt�ekc_iA�6i (Signature of applicant or name,if a -orporation) ®^ Al. (Mailing address of applicant) D(v 3q 0 State whether applicant is owner, lessee, agent, arch' ect, engine r, general contractor, electrician,plumber or builder Name of owner of premises C r cL r (As orc the tax roll or'latest d ed) If applicant is rpor ion i ture of duly authorized officer (Name andt' of corporat officer) Builders License N .. v5- Plumbers License No. Lf 4S in Electricians License No. g ME Other Trade's License No. — L. U/ 1, Location o laud on which proposed work will be done: es- Ave -� I/ els s ,.Z7s n_jj use Number. Street. Hamlet County Tax Map No, 1000 Section D© Blocic Lot g. Subdivision Filed Map No: Lot 2, State existing use and occupancy of premises and inte ded us d occupancy of proposed construction: a. Existing use and occupancy b.. Intended use and occupancy 3. Nature of work (check which applicable):New Building ✓ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6: Jf•business; commercial-or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front r�: Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear rDepth Height Number of Stories 9. 'Size of lot: Front Rear Depth 10. Date of Purchase.. Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES, NO 13, Will lot be re-graded? YES NO V Will excess fill be removed from premises?YES NO ✓ 14..Names of Owner of premises Al tine G: CYAf Address Phone No.(q 17) `f39" 3313 Name of Architect A .ika- /�t.�.�4P&5 Address z�k�as �•Sr s one No 17 S - 5 'Yo Name of Contractor z CcntcL&'6 t+:� Tar, ' Address st-9,s .T�s Phone No. 4231 7$8— 7�?57 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ✓ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED,. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. 1f elevation at any point on property is at W feet or below, must provide topographical data on survey. 18. Are there any covenant§ and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: ,:COUUNTY-OF M+v �--6 K+'t{I being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He-.is the ���/1 �r/G�C wVl�✓ O r (Contractor,Agent, Corporate Officer, etc:) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 2 'A) day of -1 20 ff_, otary,Public Signature of Applicant 1 A*-&'2.2 2-6?,_ P - Scott A. Mussell SUPERVISOR AM1ANA.-G]EAMIIEN F SOUTHOLDTOWN HALL-P.O.Box 1179 O � Town of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOFFS THIS PROJECT INVOLVE ANY OF THE (FOLLOWING: Yes No (CHECK ALL THAT APPLY) Q❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑Q B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑� C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑Q D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. El El E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. Q❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. 1000 Date:M T C. . . APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S. District NAME: Richard H. 5trous, , P.E.L.S. 009 6 8.1 06-06-2019 m Section Block Lot i FOR BUILDING DEPARTMENT USE ONLY **** Contact Information: 860-885-1055 rrelephon,Number' Reviewed By: — — — — — — — — — — — — — — — — — Date: Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — — Approved for processing Building Permit, Ocean View Avenue ❑ Stormwater Management Control Plan Not Required. Fishers Island — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review) FORM # SMCP-TOS MAY 2014 APPLICANT: S.C.T.M. #• 1000 CH" (Property Owner,Design Professional,Agent,Contractor,Other) —� IDSUFFQIr CHL TER 236 9. 6 8 .1 ° Stormwater Management Control Plan CHECK LIST Rich rd H. Strouse P.E.L.S. N NAME Section Block Lot z P1—Pnnl S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. 860-885-1055 Date: * The applicant must provide a Complete Explanation and/or Reason for not providing 06-06-2019 �1 all Information that has been Required by the following Checklist! igna r TeleV�re Numher. 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST YES NO NA If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries 000 b. Total Site Acreage. X00 c. Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §236-17(C)(2). d. Test Hole Data indicating Soil Characteristics&Depth to Ground Water. x000 e. Limits of Clearing & Area of Proposed Land Disturbance. 000 f. Existing& Proposed Contours of the Site (Minimum 7 Intervals) x 00 g. Location of all existing& proposed structures, roads, driveways, sidewalks, drainage improvements& utilities. h. Spot Grades & Finish Floor Elevations for all existing & proposed structures. I. Location of proposed Swimming Pool and discharge ring. �0 no pool planned j. Location of proposed Soil Stockpile Area(s). x 00 k. Location of proposed Construction Entrance/Staging Area(s). 000 1. Location of proposed concrete washout area(s). x 00 M. Location of all proposed erosion&sediment control measures. x 00 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate 00 on-site the run-off from all impervious surfaces generated by a two(21 inch x rainfall/storm event. 3. Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls. 000 b. Construction Entrance & Site Access. 00� c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 0E-x7nos rue -res propose d. Leaching Structures (e. .infiltration basins,swales,etc.) x **** FOR ENGINEERING DEPARTMENT USE ONLY Additional Information is Required. Reviewed & ! Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. artment.engineering e y approved SMCP has been ad bthe ED Date: j p FORM # SWCP Check List -TOS MAY 2014 4�0.FQt � � Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 a; 4 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 71A Op Owner: Location of Property: _ ��qr�h ,�Ve '� Q V tee,- Ave -FW-e� �sl�l Please take�notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) ✓; Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): ✓ Floor framing, including girders and beams (F) Roof framing (R) Floor and roof fra ing (FR) Signature: Name (person submitting this form): 9 L -IM--c' Capacity(check applicable line): Owner Owner representative TrussRegMdocx Effective 1/1/2015 laf S Town Hall Amex Telephone(631)765-1802 54375 Main Road _ x (631)765-�50?roger.rchertCjtown.souto d.nv.us C.. }r 14 W-4 19, 59 Imo.L Li -j OCT 2 5 2019. BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: A-P /00 A412 Company Name: Z�,s Name: License No.: 7 C , Address: S—o7,5— Zm-e 70.7 hens Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: f V *Address: N -e)1,S90 *Cross Street: Afj *Phone No.: Permit No.: IF 4/0 Tax Map District: 1000 Section: Block:. G Lot 6% *BRIEF DESCRIPTION OF WORK(Please Print Clearly) Aleve 4"4e4f (Please Circle All That Apply) *Is job ready for inspection: YES NO Rough In Final *Do you need a Temp Certificate: YES / NO Temp Information (if needed) *Service Size: I Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form Nunemaker, Amanda From: Richter,Jamie Sent: Monday,August 05, 20194:00 PM To: Nunemaker,Amanda - Subject: RE: Stormwater Yes for now. When I get caught back up'We will stop doing this. James A.Richter, R.A. Stormwater Manager Office of the-Engineer Town of Southold,New York Stormwater Management Control Plan Website: http://www.southoldtownny.gov/index.aspx?nid=195,, Office: 631-765-1560 CONFIDENTIALITY NOTICE: This communication with its contents may contain confidential and/or legally privileged information. It is solely for the use of the intended recipient(s). Unauthorized interception, review, use or disclosure is prohibited and may violate applicable laws including the Electronic Communications Privacy Act. if you are not the intended recipient, please contact the sender and destroy all copies of the communication. From: Nunemaker, Amanda Sent: Monday, August 05, 2019 3:56 PM To: Richter, Jamie . Subject: Stormwater Hi Jamie, I just want to confirm that we can release the building permit for additions/alterations at 560 Youngs Ave. Ann Surchin ,brought in the stormwater application and plans today;they will be sent over to you tomorrow. She said she just spoke to you and that you stated it would be okay to release the permit. Please confirm. Also,there an application in fora new dwelling on Fishers Island(9-6-8:1). Wehadsentthe stormwater to you on July 9`h: May we.write the permit for this now or-would you like to see this? Thank you. .Amanda Nunemaker Building Permit Examiner Southold Town Building Department Phone: 631-765-1802 n C E. � 'V E A, R&T Architects, Inc. D JAN 1 8 2n92 33 Union Street Boston MA 02108 BUILDING DEPT. (617) 451-5740 TOM%OF SOUTHOLD 5 January 2022 Michael Verity Building Department Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold NY 11971 Re: Dianne Crary house Equestrian Ave. & Ocean View Ave. Fishers Island NY Suffolk Co. Tax Map 41000-009-678 . 1 Building Permit #44040 Gentlemen: Attached are paper copies of the two drawings we emailed to Z&S Contracting and they forwarded to you on 3 January 2022 . One drawing by GNCB structural engineers shows the basement bulkhead door retaining walls as built of concrete block, rather than Superior Walls precast concrete panels, as had been shown in the documents submitted for the original building permit. Two construction photographs are also included. The other drawing by A, R & T Architects notes the areas of the / basement which have been finished. L Very truly yours, Jacob D. Albert A, R & T Architects, Inc. Copy to: Z&S Contracting SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FOR OFFICE USE ONLY OFFICE OF WASTEWATER MANAGEMENT 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 Health Department Ref.No. (631)852-5700 OR HealthWWMQsuffolkcoutttyny.gov APPLICATION TO UPDATE AN EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL AND WATER SUPPLY FACILITIES FOR A SINGLE FAMILY DWELLING REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS PLEASE COMPLETE APPLICABLE SECTIONS OF THIS FORM ALL SIGNATURES MUST BE ORIGINAL SECTION] FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: R 10 IS' QO District Section Tax Map No.: [a60 B� Block ,' -T Name of Ciirreitt A-'. ' tits "` �`�' :Tel#:;:{Ri?)' '3 -.373 Mgiling:Address Name of Current Agent: Cy rp Tel#: ( W-67- loss- Mailing Address: VO VOKM -- :33-W,14"k- oss- MailingAddress: k- C-Y'aSs W& �L. �, p �® f'Q(o Q _ . Email Address: rj Se— (a GVl Cf— It Q Co DATE OF ORIGINAL APPROVAL: !� ,.�+ 'If mor an 6 years oldofd SCDHS site inspections have not been j -17 erformed,a new application will be required 'SECTION 2 I-A FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant/Agcnt: ITel#: ( - I hereby transfer all rights and interest in the above referenced permit to the new applicant named above; Signature of Previous Applicant/Agent: Date: SECTION 3 1 FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's Architect/En ineer/Surve or: Tel#: ( — I hereby authorize the above named current applicant to use the previous applicant's survey/site plan for this project prepared by me;for the purpose of transferring the above named reference number and its site design. Architeet/Engineer/Surveyor's signature: Date: SECTIONA, FOR ALL RENEWALS AND TRANSFERS Application is hereby made to[ 1 TRANSFER,[ RENEW(check applicable) a permit to construct in accordance with this application,surveys and plans submitted. 1 hereby certify that I have examined this complete application and the statements 1hercin are true and correct,and that all work shall be done in accordance with all applicable Town,County,State and Federal Laws. "Any false statement made herein is punishable as a misdemeanor purs2ant to S210.45 of New York State Penal Law." Signature of Curren Applicant/Aent Date -7 ) - Print Name of Current Applicant/Agent Title DEPARTMENT USE ONLY Permit is Transferred/Renewed Until Number of Bedrooms Approved Signature of Department Reptesentative Date WWM-104(Rev.02/12) -DD D9 0 EC - 8 2021 74 'l y k � Scanned with CamScanner �� � r d a a a a a w a a a n d w a n a a o w n a a a a w w a a a a w w a a a a d n a o � �,,._...-•-•-••""�"��\ � L J � f /s�Y �„� aaa oan •,..[ r "r"" .�., r: / co 2X2 5f8 16 GA. HAR50K WRE MESHI RO 83 00 yACRT LPML" /Gr ( ` �' \ 'I, /��`� --- -._•,. fi U 4 !- (/J _..-...-.. _._.._. ! �br I ` J,•�_ is - MAXMAX d , �~�,� °s7' _ o c :.:.. :..:.::... / APPF2DXItefATE LIMIT #' "� , .. FRESHWATER ami SNk�•ATEk x�TLAlvus `�� l ��� _ ���',,. i�IJ ;�,, 1i - .......:.:: tit} , � a d � � � IJ �� Lu a n J a --EE Cc 8 . - Rf ! J , , _ _.�_..............._ CO TRU ON TRA Qs os PAI, NOT TO [ALE " r S 88'i 8'27` £ 2 " Sy` �� > ° tJ tc5 L1 CO UJ cf) w _ 22;x,34 t • M I CRISP RESIDENTIAL -_.. _.-.. . STANDARD� _, tri w 3 PRDP£RTiES, LLC r ' L _- NOT TO SCALE �. .` L SINGLE FAWLY RES,DE7�ICE ::r. .:::< r.::::.: J HUNICMAL WATER `.— - — "" ET Ei S. 4 1• MIN. PROVs STRAIN s� Bei ,', 1°/ = --__ �/ ,. S! I ON SITE SEPTM. SYS7EM ( ._.._ __ t _-.. `� .- `�yca MCALLISTER ! k 147H SST FMM(rs?) 1 `.,, j \ �` :�,' 0,e ti S 74 ;,� css PST TATE in W 215-� `` ._—��—.I t^ KNOCKOUT INLET AND �._...., OUTLET OPENINGS MAX" P.NCALLRIBS INSIDE-Z-, ^✓ �`�````� f `�` \ /J MUNIC1P;+tLS WATER »..... COMM WASI•IOUT 21 _ LOCATION MAP SCALE 1 --1400 ON SIrE SEPTIC SYSTEMNOT TO SCALE .—i ,:r•. 2 T4 DIMENSIONS SHOWN ARE FOR TYPICAL RESIDEIITIAL MAP��f0 Ilk - ' •--- IL a - ! �p RING PUMPS MUSTEE SIZED ACONSTMJCTIN, LARGER. CCORDINGLY(JECTS OR 7R CAL.ONS/TOJECTS RUICK, #.) PLAN OF PROPERTY TO BE CONVEYED TO MRS. JOAN W. MCCALL' ............. 50 GALLONS/PUMP,PLUS MIN, V FREEBOARD), , EQUESTRIAN AND OCEAN VIEW AVENUES; FISHERS ISLAND, N.Y.; SCALE: 'VACAW �D" a 2. CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVED FROM —._... 1"=40 FT.; CHANDLER & PALMER, ENGR'S; JAN. 1958 _. PIT AND PROPERLY DISPOSED OF *HEN THE PIT REACHES fes•' 1� C:::::: I:::.#Cl L.:;1:.:: t 7555 Or ITS CAPACITY. CAST I CONCRETE COVERS-/ 2.) MINOR SUBDIVISION PLAN MADE FOR BRISCOE SMITH; EQUESTRIAN � 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE CONTAINMENT AVENUE, HEATHULIE AVENUE & OCEAN VIEW AVENUE; FISHERS ISLAND, NEW � y YORK; SCALE: 1"=40'; CHANDLER, PALMER & KING; NORWICH, CONNECTICUT; J„�� � � +S•r Or WASH WATER, 00 01-117-11: EICI ,f PLAN MARCH 14, 1986 f 1't 0 ©I�I Ct r �� r ' M�xolN �AbftLY fit71 !__I n= 1. 0 �> TO GRAD , TOGRADE CASTING </ �`Q..M ,r.. r IJ l I U` I ! NIP' ;i 0 ©� #'�==;1 0 i1 IF DROP T n_ PARTNFRSHtP Ci iL"'1 Ci __ LJ C t=1 IS U ED FINISHED GRADE cf 4r` a IIAVfD B. AlcGr4LL, JR. r� u `► MUNICIPAL WAFER ENO. MUNICIPAL WATER � .. 4N SITE SEPTIC SYSTEM J' c, CHIMNEY !" ON SITE SEPTIC srs�M g S '::::::::::"-;=; �, € � 1,} THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED 4 x 4 12.6/12.6 G WIREMESH HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSE[} AGREED TO 20 6 x 6 6/6 GA WIRE MESH �: a,,• BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE L....•_ � AI 1. � min, ��• �—ii ENGAGEMENT. AQH jig. YE NC"I "E"v' SCA.L= INLET 3°' vE�IT--''��A 3" vENT--/� 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, .OUTLET UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO B'tg•�j" N Ay {u ` LIQUID LEVEL ALTER AN ITEM II`3 ANY WAY, j - CONTINUOUS HOT I BAFFLE -_._ �,/ � I rn ASPHALT SEAL LINED NTH 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAUD SURVEYOR'S 100 #� `o I , 1/8" PVC `I SIGNATURE AND AN ORIGINAL EMBOSSED OR INT{ SEAL ARE THE PRODUCT OF - / 4n SCHEDULE #40 &O'GAS "d THE LAND SURVEYOR, GRAPHIC SCALE IN FEET �'�. PROVIDE A CONTINUOUS •--'' `'� INLET BAFFLE z DEFLECTOR LINE OF SILT FENCE. ESTABLISH �'` AS LIMITS OF CLEARING, GRADING �'`�., _._,�—_ 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC AND GROUND DISTURBANCE. - SURVEY TRIANGULATION STATION "PROS„ MAINTAIN THROUGHOUT _ ��. 4" � tit CONSTRUCTION (SEE DETAIL) AREA 2- PROVIDE: � CROSS SECTION 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP Z MT ME DATA _ INFILTRATION BASIN 1000, SECTION 009, BLOCK fi, LOT 8.1 � � BY: R. STROUSE P.E.L.S. (07/08/2015) -�� r._. S.F. X 1.5 DEEP �_50O GALLON 2 QQMPARTMENT TC3TAL AREA = 3.25E ACRES `� „ - _ �cao OPTIC TANK 5} x17 0"-12" TOPSOIL NOT TO SCALE 7,} SITE 1s IN ZONE R-80 12"-34" SANDY SUBSOIL -_ � < > } #) 34"-13' FINE SAND SP (POORLY GRADED SANDS LITTLE OR NO FINES) _ - - _ `.,� � 8.) COORDINATE ALL UTILITY WORK WIT[-I FISHERS ISLAND UTILITY COMPANY, CK 13'-15' BOULDE nS ` ./ PROVIDE DISTRIBUTION BOX PHONE #631-7Ei8-7251 � � � 2 LEA(`l I tc1 P ILS O () I�� i.L3 Unified Soils Classification (USC) System (from ASTM D-2487) (SEE DETAILS) 9,) LOT COVERAGE = 2,7% Z.e� t' 0 Z Lt.� Major Division: Coarse-Grained Soils, Clean Sand _ 2. t GJ C3 L ry Group Symbol: SP, Poorly graded sands, little or no fines 10.) BASE FOR LEVELS- APPROX. NAVD88 Ix (� NRCS, USDA Sail Classification: ReC- Riverhead very stony sandy Nlr PROVIDE 1500 GALLON W d loam 8 to 15% slopes DAVID B. McCALL, JR. _-... - 2 COMP. SEPTIC TANK � n � Additional Soils on Site - RpE Riverhead and Plymouth very MUNfCfPAL WATER (SEE DETA#L} 4, V) W UJ Z Li bou#dery soil 15 to 35% slopes ON SITE SEPTIC SYSTEM "f t PROVIDE CAST k D_ > (Al IRON PIPE 20 4 / <t w C) PROPOSE#. ,/ `� SEPTIC FROM BUILDING z V) CL SEPTIC SYSTEM DESIGN F € R CE GENERATOR EXPANSION 1 54.5 GRADE TO � L� PROPOSED '�/1 /! AREA - ARES 2- INFILTRATION ���N� [� F- PROVIDE - 1500 GALLON SEPTIC TANK .,, SIN w Of PROVIDE - 1 DISTRIBUTION BOX AIR UNTO SH = ,t f \ PROVIDE STONE 53,0 / n WflVEI'J WIRE FENCE (MIN. 14 PROVIDE - 2 - 6'6" X 6'5" LEACHING POOLS W/RISERS TO GRADE (SEE DETAIL) '�� ` �� SPLASH PAD `�. GAUGE WJ MAX. 6" MESH C3' O ~~ " • SPACING) INVERT ELEVp� LQNS- Ls l SEPTIC TANK INLET- 56.5 ~`f S$ -.. .... _ _ 1Q, MAX, CENTEI? TO 36" MIN. LENGTH 1 SEPTIC TANK OUTLET- 56.0 C j� S� -, - TER I POSTS ROU DN MIN. DBOX INLET- 55,87 F t}Bt1X OUTLET- 55,7 - ��PORH LEACHING POOLS INLET- 55.5 - PROVIDE . __.. ^ - t CONCRETE _ �I } i / k DEMME-CMUUMMWASH-OUT PITDECK _...... IEC _ j I AREA 1 DRIVEWAY _ - s 3[330 SFX 1.0 X 2/12 5115 C.3, FI'. REQUIRED ;• � ,,.,, .._�� w. ... . ._ .: ,•., _._ --_,. -,HEIGHT OF S is = ,; /• \ ........::::::::::::: :._...................::::.:i:,'::::::::::.................::::::":::: :: «:„:::::„.::::::.... 505 GF. 1.,a VF - 336 SF REQUIRED FOR INFILTRATION BASIN ! i ., -;:::::.::..::......::•.-:::::-•::•::..:..:�:. ....................., ........:..........................._..... -� __.. .. ✓,� - ,/,: .�, --. _._ FILTER = 16 MIN. , .,n ...:.............._..........,..,...,....-...................,........,.........,.....,.......................... ...__... -. _ / ..ter,. .,...,..,.�•--.... .__.. PROVIDE 38C1± SF INFILTRATION BASIN 1,5± DEEP - _. SEE LIST OF TYPICAL PLANTINGS-PLANT AT DIRECTION OF OWNER. z .........:............_......................:•:�:::::�:::�:•:•:•>,.......,..,..........::•:::L':ZX .....'. EL":•i”iiiiii�iii�iiiii�:a::."`;:..':. EMBED FILTER / / a zip-:;: ::::::::::,.::-y;:;:........................................ .....,..............::::::::" :::;, , F- ! -: ;::::::::::::: ::::::::-:::;:;;:::::::::::: :<;:::> :: : S ::: AREA TO BE CLEARED _ CLOTH A t+4fN, OF AREA 2 ROOF ! S IN GROUND (ROOF) _ a7 ACRES AREA 1-PROVIDE 2980 SFX 1.0 x 212 97 CU Q INFILTRATION BASIN \ �EI��$T �-T'.'::•:5�z;� '�:::::••:•••::•::.:::� ::::::s:::::.•.•::... ::....................................... CF 1.5 — 331 SF REQUIRED FOR INFILTRATION BASIN 3SOJ~ S.F. /. •::::::::::::>....................:�::::::::::::-�..,.—�:-::::::::::::::..................<::,,-....--•�:::�,...._.....__..<:::-::.::::::::::........,............:::::::::::::::::::::....., -- I 497 / VF C,1 / .................,.... ....................... ,,,_.,.._.........................._-....,..;...... 1.5 `- ; PROVIDE 400t SF INFILTRATION BASIN 1.5t DEEP S GRAVEL DRIVE dz ...::::::cv;..................-,x--::c::cr,::;...........,......,:::::as:c:c:cc;.............._....,c:::c::c::a::::�.....,....,......-,::::::::.:..x;:�-............,.,...,..2::::::;:x:x:xi... l^. , — - I- :::::.::::::::::::::,..........,...,,...;.:.::::.::::......................:::::::::::.:::;:.....................,::::::..:::.-..........,.,......;:: :::::::: P SPEC MEW T OF PICA PLANTINGS PLANT AT DIRECTION OF OWNER. ::.::w::::.:::::;....................::::::.:::::::::::;......,....^.......,..::,;,;:::;::::::. ........._..,.....:.;::.:::::.;;..,._:. ,......ww::::::::::::::::::: - N F ------ - I SEE US TYPICAL LA PAR6C€NG �. : t '�""'----�--.... \ � , At,.iC .-:;:..::.:::..:.:.....:...:.:...:.:.:......::...:.:....::.:....................:.:.:.:::.::.::::..::..::: 3 McICOW FAMILY GRADE TO r INFILTRATION , ._,., _.::....:........._;.___...�......:......... ..................._,....................._:........ , �•v PARTNERSHIP I3J i .` --- BASIN} ! _ = := `` MUNICIPAL WOVEN WIRE FENCE (MIN 14 ..................... ,► �� / �� - `Z Xy: ON SITE SEPTIC SYSTEMA 1,12 GAUGE WJ MAX. 6” MESH--<: , � . , SPACING) WITH FILTER CLOTH z E TG DAN _ .. 36" MIN, FENCE POST A, /r; STOCKP€LE AREAS: , � �''�` Ft_0 UNDISTURBED n C ci i :I AREA E6 -. - W-- , � G.C�UND � t'�:i € z 1.SEED MIX - NEW ENGLAND COASTAL. SALT TOLERANT GRASS MIX, NEW ENGLAND WETLAND PLANTS, INC. �� ,::;._ .., .� `- COMPACTED SflfL � 2,MEDIUM SHRUB - BAYBERRY, MYRICA (MORELLA) PENSYLVAN€CA \. ; °: ::.:',;',: r a _ — _..... - - ! 3.MEDIUM SHRUB - SWEET PEPPERBUSH CLETHRA ALNIFOLIA EMBED FILTER CLOTH /` � � IV € I A MIN. OF 6" IN GROUND --I:I— M i- 4.LC3W GROt1KDCOVER - BEARBERRY ARCTOSTAPHYLOS UVA-URSI ? ;.•,' f if - 68 arO �-- ��'. r:.: cn S,MEDIUM GROUKDGOVER - SWEET FERN COMPTONiA PEREGRIKA ;%% / r -41M M SE. TI4N VIEW I I IMO Than approvzd' ]-er. rc -' ';er'deal i n:¢fl /d�+la-f "'' ,. .::: ;: ! ! �� STAGING AREA _ - " � �m oI � s f z �m� p Ltn S 2 ?� t _ CONSTRUC11 NN SPECIFICATIONS , F NC)�, OR FORMERLY ..._ _ - ---------- ---__ PROVIDE CONSTRUCTION.. .. fr , 19 N/ J Lo SF SQUARE FEET t z. .....L Ila a �ev_�wer .' Z �., ENTRANCE (SEE DETAIL) ; r, 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE I \ -..-- -_ 60 _. _ TIES DR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE DR JJeN ? 0 7tltq �' EXISTING CONTOURS HARDWOOD. GRADE AREA TO _ \ PROVIDE ADEQUATE 'I PROPOSED CONTOURS •`i i F W r� t4 Mll12-1 � a�FOI.Iti Gt3+ars (�sPr'�I...1-tdT as t':1r .L:Ix �:,F'.licES SIGHT L)NE ��::-.::- EIVCHfIARK: ` G -P „�t t `y ` - AND MID SECTION, FENCE SHALL BE WOVEN MRE, P ROD3f�01 �� ; <n 2 FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES DATE' 05/21/2019 pirenPEI?�t'F[^CIT:�',f�P 0`dE.1 F�.Ora.a m t::IC a er.:�#OR sl1 s,_ �� r'. SPACED EVERY 24" AT FOP A �� 'v, -.. o �— SILT FENCE 6" MAXIMUM k4OPENING. N E [� ��++[[ ``� y q� Ni « /��t \\ .,; Esti +7`iinL.Le 4, f•t�Cd1tI-Y�b3:.S.Irlw�: �I'E L.� \\ _ \` -- f+� ' t� .._, TREELIKE SCALE: �" - 20' ' rr 3. WHEN PNO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH SHALL BE EITHER QUALITY CONTROL CERTIFICATION _ _— CE-/4 . _ ff FILTER X, MIRAFI 100x, STABILNKA T14ON, OR APPROVED EQUIVALENT. PROJECT: #2015816 l ` 4 D E HALL BE GEOFA ENVIROFENC OR ROVED GROUP REVIEWED.......;...... DATE......_-._ CIATEIb !-IIS. I#.B. C•F`. f�FJ. �I____U:_L ��- __. �4 API'F4 3X. L.GCA T IOh!-,//- ( EQUIVALENT. APP FRrJ ECF MANAGER -- \ 6 ^TATER ! A€Pd / PREFABRICATED UN TSS 6 E SURVE'.+ �'PP�`O�I�"D - `� -_ '/ 1EW A r 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN _ _._-_- I B�,';�s(;0i+1S BULGES DEVELOP IBJ THE SILT FENCE.......... EN/lRC,JA!EFrrAL i Falx IrI/YI?.�Uli : t V�,,"'ENL/E 20 90 4 20 Q SHEET GV, !• IREB TF9€cEE YEAPE FIR I�Ai E OF APE'CeI�Pt� � ��— —,, J PUPAL �TRUC - --- - _ GRAPHIC SCALE IN FEET 1 OF ARCHHTECTUPAL a a A tl r CL 2X2 5/8 16 GA. 9=1 rmn) C) HA0 YORE MESH 0J CD 10 'VACANT LAND' /n -2 gill, F" IJ -T- 4 n 111�- 4'- < TE UA41T OF UJ 1APPROXIMA MAX iz k _FRESHWATER WEEFLANDS (J) 0 try CL 0 Ul :;t LU x 64,,M- -7- 'y'IIS tz > k Ca < wo C\I aa an 0 C\I A —. • > CO E 00 > 04 . ....... . ... CONSTRU QTION EN-TRA 12QE PLAN NOT TO SCALE r 2" 7------ L- Lii Cb 225,U' 2�k cv) ce) co C0 W co �7, ......• -BOX CRISP RES11DENNAL 5TANDARD D 4, 4 PROPERTIES, LLC NOT TO SCALE t; M;N. T,-, PROYM STRAW SALES SAan ca MUMPCMAL WATER V7H SILT FENCE % ON SITE SEP791*SYSTEM ETHEL S. SINGLE FAMILY RESIDENCE a MCALLISTER -J -JI '31 3 LLI L#4E PfT 1117H 10 t 10-6. 7 1 . - `-- OL OUTLET OPENINGS ..... ......... LU 21 PLASM )0EY-1/ KNOCKOUT INLET AND ENDS RM GRAVE HIF MiLCOLM P. RIBS INSIDE -,_, MCALU57ER MUNIOPAI. WATER WNCRM WASHOUT PIT 4. LOCATION MAP SCALE 1 =400' 014 WE SEPTIC SYSTEM PLAH 9 - NOT TO SCALE MINOR, NOTES: 1. DIMENSIONS SHOWN ARE FOP TYPICAL RMSDENTIAL MAP HEMEHMS CONSTRUCTION, LARGER PROJECTS OR PROJECTS REQUIRING PUMPS MUST BE SIZED ACCMDiNGLT(7 CALLONS/TRUCK, 1.) PLAN OF PROPERTY TO BE CONVEYED TO MRS. JOAN W. MCCALL; 50 GALLONS/PUMP. PLUS MIN, f FREEBOARD), EQUESTRIAN AND OCEAN VIEW AVENUES; FISHERS ISLAND, N.Y.; SCALE. 'VACANr LAND' Z CAPTURE MATERIAL AND MUMS MUST BE REMOVED FROM 1"=40 FT,: CHANDLER & PALMER, ENGR'S; JAN. 1958 PIT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES CAST 177 1 75%OF ITS CAPACITY, Lo F-1 -rq CONCRETE COVERS 2.) MINOR SUBDIVISION PLAN MADE FOR BRISCOE SMITH; EQUESTRIAN 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE CONTAINMENT AVENUE, HEATHULJE AVENUE & OCEAN VIEW AVENUE; FISHERS ISLAND, NEW 0 ED ED OF WASH WATER, YORK- SCALE: 1"=40'; CHANDLER, PALMER KING; NORWICH, CONNECTICUT; 10 F-I 0 E]17"1 n n PLAN MARCH 14. 1986 0-EJ 0 Q IJ COVER LOCKING CASTING NIF C-7 71 F-1 f7l r-1 17,110 TO GRADE TO GRADE McKOWN FAMILY L-1 ED IF DRO NIP PARTNERSHIP tigm ,,1!�­ r,l 0 0 ED 0 I= 1=1 F`L! DAVID B. McCALL. JR. MUNICIPAL WATER IS USED FINISHED GRADE MUNICIPAL WATER ON SITE SEPTIC SYSTEM -CHIMNEY 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED ON SITE SEPTIC SYSTEM LV 4 x 4 12N/1266 G WRF MESH HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO tr GA VffiE MESH In] x 6 BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE 6 ENGAGEMENT. AQH1N9­R90L-DFJ L 9744# A NO,' I0 SCALEE INLET 3" VVEN 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, N J 3" VENT-------1II OUTLET UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO .......................................... LIQUID 1 4 WET ALTER AN ITEM IN ANY WAY, NEY CONTINUOUS HOT BAFFLE 50 0 100 ASPHALT SEAL UNED NTH 3,) ONLY COPIES OF THIS SURVEY MARKED VATH THE LAND SURVEYOR'S 100 1/8- PVC SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF 11111111111111 11 " SCHEDULE #40 GRAPHIC SCALE IN FEET PROVIDE A CONTINUOUS INLET BAFFLE 6T GAS THE LAND SURVEYOR, ....... LINE OF SILT FENCE. ESTABLISH---- h, DEFLECTOR 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC AS LIMBS OF CLEARING, GRADING -JL---- AND GROUND DISTURBAINCE. SURVEY MANGULATION STATION "PROS" Lli MAINTAIN THROUGHOUT 4-d CONSTRUCTION (SEE DETAIL) CROSS SECTION 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP AREA 2- PROVIDE z Li 1000, SECTION 009, BLOCK 6, LOT 8.1 TEST HOLE 12AIA INFILTRATION BASIN BY., R. STROUSE P.E.L.S. (07/08/2015) 400-+ S.F. X 1.5' DEEP 1-500 G6LLQN - 2 QQMPAR,-NEN 6.) TOTAL AREA = 3.25± ACRES. >< 5EE11C­­:[ANK 0"-12" TOPSOIL NOT TO SCALE 7.) SITE IS IN ZONE R-80 < 5, 0 12"-34" SANDY SUBSOIL 34"-13' FINE SAND SP (POORLY GRADED SANDS LITTLE OR NO FINES) 8.) COORDINATE ALL UTILITY WORK WITH FISHERS ISLAND UTILITY COMPANY, fl� z PROVIDE 61STRIBUTION BOX. ..,"- PHONE #631-788-7251 1,3*-15' BOULDERS 2 LEACHING POOLS (SEE DETAILS) 9,) LOT COVERAGE = 2.7%. L J, Unified Soils Classification (USC) System (from ASTM D-2487) 0 Major Division: Coarse-Grained Soils, Clean Sand 10." BASE FOR LEVELS- APPROX. NAVD88 CL z Group Symbol: SP, Poorly graded sands, little or no fines MRCS. USDA Soil Classification: ReC- Riverhead very stony sandy NIF' PROVIDE 1500 GALLON" Ld < loom 8 to 15% slopes DAVID B. McCALL, JR. 2 COMP. SEPTIC TANK != h Y) V) Ld LIJ Additional Soils on Site - RpE Riverhead and Plymouth very MUNICIPAL WATER (SEE DETAJQ 54,2x bi 0 bouldery soil 15 to 35% slopes ON SITE SEPTIC SYSTEM PROVIDE CAST z IRON PIPE r Z LLJ 0 FROM BUILDING PROPOSED SEP71C < z V) CL LL SEEK Sr.M QUIGN MS­5 MBMM RMUERM GENERATOR EXPANSION 54.5 GRADE TO ti AREA 1NnLTRA"nON 5-ILT EIRM 0 PROPOSED MIN 4ITS & 0 PROVIDE - 1500 GALLON SEPTIC TANK AIR UNITS & UJ Of PROVIDE - 1 DISTRIBUTION BOX TRASH PROVIDE SMNE 53.0 WOVEN WIRE FENCE (MIN. 14 Z) In PROVIDE - 2 - 6'6" X 6'5" LEACHING POOLS W/RISERS TO GRADE (SEE DETAIL) SPLASH PAD GAUGE W/ MAX, 6" MESH CY 0 SPACING) Ld INVERT ELEVATIONS- kk�. 3r>" MIN, LENGTH FENCE SEPTIC TANK INLET- 56.5 TQ CEM POSTS DRIVEN MIN, 16' SEPTIC TANK OUTLET- 56.0 < INTO GROUND 6 - 55,87 SCREENED DBOX INLET DBOX OUTLET- 55.7 0 PORCH LEACHING POOLS INLET- 55.5 PROVIDE CONCRETE .......................... DECK .............. WASH-OUT PIT DEMML-CALCUUMINS IVEWAY) . . ...... AREA 1 (DR .... .................. 7 --_HEIGHT OF 3030 SF X 1.0 X 2/12 505 CU. FT. REQUIRED .......... 505 CF. 1.5 VF 336 SF REQUIRED FOR INFILTRATION BASIN FILTER 16" MIN. ........... . ................... Z z ..... ....... PROVIDE 380± SF INFILTRATION BASIN 1.5± DEEP SEE LIST OF TYPICAL PLANTINGS-PLANT AT DIRECTION OF OWNER. PRI ............... .. EMBED FILTER SE: ..... CLOTH A MIN, OF z 4 ok AREA TO BE CLEARED AREA 2 (ROOF) -07 - - - 1�r 6" IN GROUND :;� ­- - 0.7 ACRES .......... . .......7............. 0 AREA I-PROVIDE / .Z w 2980 SF X 1.0 X 2/12 497 CU. FT. REQUIRED INFILTRATION BASIN . . . ..... ......... ...... ......... ......... 497 CF, 1.5 VF 331 SF REQUIRED FOR INFILTRATION BASIN 380:t S.F. .............. ............. PROVIDE 400± SF INFILTRATION BASIN 1.5± DEEP X 1.5* DEEP GRAVEL DRIVE .......... ;:;�=........... 5 IP PARKING NIF- ESPEUVE -MEW SEE LIST OF T'�PICAL PLANTINGS PLANT AT DIRECTION OF OWNER. > .......... McKOINN FAMILY (GRADE TO WALK .............. .......... ZZ V, INFILTRATION PARTNERSHIP ............. BASIN) MUNICIPAL WATER ...... WOVEN WRE FENCE (MIN, 14 ON SITE SEPTIC SYSTEM 112, GAUGE W1 MAX. 6' MESH SPACING) WITH FILTER CLOTH Z T % 36' MIN, FENCE POST 0 DO-AIN 0 TYPICAL ELMNra AN . SMDIWz EQR RNN URDEN AHM: STOCKPILE 66 UNDISTURBED AREA rLow- GPOUND 1.SEED MIX - NEW ENGLAND COASTAL SALT TOLERANT GRASS MIX, NEW ENGLAND WETLAND PLANTS, INC. COMPACTED Sol < 2,MEDIUM SHRUB - BAYBERRY, MYRICA (MORELLA) PENSYLVANICA .. ...... CL EMBED FILTER . "."•, .r;:.;1' 6 C; R CLOTH 3.MEDIUM SHRUB - SWEET PEPPERBUSH CLETHRA ALNIFOLIA A MIN, OF 6" IN GROUND 4.LOW GROUNDCOVER - BEARBERRY ARCTOSTAPHYLOS UVA-URSI 11-- % N1, 4 - SWEET FERN COMPTONIA PEREGRINA eel 5,MEDIUM GROUNDCOVER is SEQ13QN MEW STAQING AREA ,rye 0 Q�]1�10 N----SRE CONSIBUIIII, QIFICATIONIS N/F NOW OR FORMERLY 0 U; 0 0 PROVIDE CONSTRUCTION 0 Ld SF SQUARE FEET L-J z z s. ENTRANCE (SEE DETAIL) 1. WOVEN WRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE 0 0 UJ 1.1) TIES OR STAPLES, POSTS' S14AI I BE: STEEL EITHER 'T" OR "U" TYPE OR - 60 EXISTING CONTOURS 0 U3 X 0 RAD AREA TO rj,, 1") Q HARDWOOD. PROVIDE ADEQUATE PROPOSED CONTOURS 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES G S -HT U ENCHMARK: Ic NE SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE WOVEN WIRE, DATE: 05/21/2019 P ROD3601 SILT FENCE SCALE: 1 20' =69.5 TREELINE 6" MAXIMUM MESH OPENING, 3. WHEN '11010 SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH SHALL BE EITHER rf VER FILTER X, MIRAF1 100X, STABILNKA T14ON, OR APPROVED EQUIVALENT. PROJECT: #2015816 QUALITY CONTROL CERTIFICATION 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENAROFENCE, OR APPROVED GRC3lIP------- REVIEWED DATE APPROX. LOCATION EOUIVALENT. 4-,1 14 MT PiT WM 10 mt PROJECT MANAGER G" VIATER MAIN 0 CEA N 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WIEN SURIEW SHEET E14VIRONVENTAL 20 10 0 20 "BULGES' DEVELOP IN THE SILT FENCE. -------.......... - -------- CIVIL UE 1 OF 1 ----------- ---------- GRAPHIC SCALE IN FEET ARCWTECTUIRAL N/F c U HENRY L. FERGUSON MUSEUM #,,} N/ J "VACANT LAND" IRON _ ,�1►y J Qi r CL I PIPE !_1 �O 2 tr 'i co I S 68'18'27" E 225.34' J Q�P� � o 0 I � 0 0 cljI w �'� 4- F m �`� �� d) U POLE N/F W o c a> #43 CRISP RESIDENTIAL �M h N/F W o I PROPERTIES, LLC �� o ETHEL B. 'tjQ 3 w I I SINGLE FAMILY RESIDENCE "' MCALLISTER MUNICIPAL WATER U � O ON SITE SEPTIC SYSTEM ' co 0 a Uw co M co co � a 21544' ��\ U o E SITE J 0� S 75.2e4" OCEAN P' POLEPOLE 63VIEW #34 I #1003 W N/F LOCATION MAP SCALE 1 "=400' J MALCOLM P. MCALLISTER N Q z MUNICIPAL WATER ON SITE SEPTIC SYSTEM z w Q Z � Y o� (� GRANITE QJ 0 (FOUND)MONUMENT IAP REFERENCES z z Ow 1.) PLAN OF PROPERTY TO BE CONVEYED TO MRS. JOAN W. MCCALL; pLL— POLE / � o EQUESTRIAN AND OCEAN VIEW AVENUES; FISHERS ISLAND, N.Y.; SCALE: U �O Z #45 Ih 1"=40 FT.; CHANDLER '& PALMER, ENGR'S; JAN. 1968 O 0 / ^•• J nM V Z vb 2.) MINOR SUBDIVISION PLAN MADE FOR BRISCOE SMITH; EQUESTRIAN � Q AVENUE. HEATHLILIF AVENUE & OCEAN VIEW AVENUE; FISHERS ISLAND, NEW Z < w —I 2 YORK; SCALE: 1"=40'; CHANDLER, PALMER & KING; NORWICHCONNECTICUT _v 0- J MARCH 14, 1986 , ; I— ry- bi Z IRON PIN . Q 11 Z w Y) 0 ZV) 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED —• LI_ HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO Q ER H X4 .4 GRANITE BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE 4544' 8' MERE5TONE ENGAGEMENT. 00 {y20' (FOUND) � SIDE �GRANITE 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, YARD SETBACK UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO C�1 ' 1 MERE5TONE N/F ALTER AN ITEM IN ANY WAY. w LAWN (FOUND) 3 ROBERT RALSTON BOYD 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S MUNI CI PAL WATER BENCHMARK. ROD2236 ' SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF =59. 6' ON SITE SEPTIC SYSTEM THE LAND SURVEYOR. i (o to N RD SIDE I/ r�`'~~--�__ cloy 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC Z N/F 0 SETBACK 'r �==— `�� SURVEY TRIANGULATION STATION "PROS" cn z DAVID B. MCCALL, JR. I ! EXISTING 5. SITE IS IN THE TOWN OF SOUTHOLD COUNTY OF SUFFOLK TAX MAP z t� FOUNDATION ���� 31.6 ) , MUNICIPAL WATER I -I, LOCATED 1000, SECTION 009, BLOCK 6, LOT 8.1 O N 11/07/2019 ON SITE SEPTIC SYSTEM = ;II _ — W 6.) TOTAL AREA = 3.25t ACRES. 4� ................ p 7.) SITE IS IN ZONE R-80 C. > 10Li POLEvi W Lu Ld rn N v" La MONUMENT POLE (FOUND) cp� I f Z :TTT �.. ? -•-��_�� ��9.05 w NOV 1 9 2019 s�84 s'oo" / ¢ 73: vs 6.0 t �1,�/ l �o _ . / _ ___--- I co OCEAN --9 o - m =a N Li I N 0' I N -•.•.---__ QUALITY CONTROL CERTIFICATION m��� 0 F- p _J OUP REVIEWED DATE O 0 Ld w z z z Y L` PROJECT MANAGER w SURVEY YN 863.36 N/F NOW OR FORMERLY a m o o o Ld ENVIRONMENTAL CRAW 3492.58 STRUCTURAL DATE: 11/11/2019 20 Q ARCHITECTURAL 40 40 SCALE: 1 " = 40' GRAPHIC SCALE IN FEET SHEET: 1 OF 1 Li MAY 1 1 2022 N/F I HENRY L FERGUSON Usem HAY AND CANT CA E HARBOR -M- NIF CRISP R�SZENTLALI N/F PROPERTIES, ETHI S. LLD MC4LL TE SINGLE FAMILY RESIDENCE MUNVPu WATER 17 ON SITE SEPTIC SYSTEM FINAL LOCATION PREPARED FOR -------- \A DLAJANE G.CRARY EOUESMIAN AVENJE -to AND / OCEAN VIEW AIANJE SEPTIC SYSTEM LOCAWN CKTA IITA­V.-AN. FISHERS ISIND, Paxr Z-1 1= [—LOCATION—MAP SCALE 1"-400' NEW Yo- A. =IN —D TO NNI,JOAN IIXT� A�/F I.—I D—AN —'s — F1 .1.SG AB-w MALCOLM P. 1—rt.: —A—N.—.1 mw Icce MCALUSTER 1)uixaR A , 1-1 AVFrvuE A--I— MUNICIPAL WAITR ON SITE SEPTIC SYSTEM N'S KEIARID TNI PAR—ANC—PW NCIICAUD MM At alNI�411�—`Ulw 1--?&BA WWI*WWI NLETT—1 1��I 1—1 II—ON OF A ::L, ANY-1 ANaNC THE LANG SUx)fat IN LB. INN NI —DT OF A. IJ 1.—T AN..—D wn I L— Q U TD.(7 AA M. NIFsEt ROBERT RALSTON ROYD MUNICIPAL WA?ER AN. ON SITE SEPTC SYSTEM 7)97 M IN ZCAL R-W -4- 111ATI A MOCALL,JR. MUNICIPAL WATER ON SITE SEPTIC SYSTEM s V' NEW RESIDENCE es A�ENUE BY.R SMWM­­ (07/W/2015) OCEAN" vio 12's."$AID'WSML NN?—1 W(POOI?LY OBAI-BANOS LlP IA NO LANES) mw— N1r NDW ON—N, -1.Smola..,1-1- S0 S�l —A——.7) bI.wR1 No [N 803.361 D--Z LW -34-9258 SHEET I OF I 1111,-RDE ' I srE DMWh9 COPY(01 0 2015 N/F HENRY L. FERGUSON MUSEUM "'✓ACANT LAND" IRON HAY A PIPE P IS 68'18'27" E 225.34' HARBOR ,P� LU 33 Wilbur Cross Way,Mansfield,CT 06268 I 101 East River Drive,1st Floor East Hartford,CT 06108 tv 860-885-10551 www.chacompanies.com ;POLE NIF N/F #43 CRISP RESIDENTIAL ,, ETHEL B. . PROPERTIES, LLC �' `�'-• 'n I o MCALLISTEi I SINGLE FAMILY RESIDENCE a f ( MUNICIPAL WATER ON SITE SEPTIC SYSTEM OF 1��AST� q Enol Or^S I I R FINAL LOCATION AM J 215,44' SITE PREPARED FOR IE S 7T,00 DIANNE G. CRARY \� OCEAN P�` EQUESTRIAN AVENUE 1 � VIEW AND ioo 3 ----- -- ---- - -- -- - ----- OCEAN VIEW AVENUE POLE # SEPTIC SYSTEM LOCATION DATA FISHERS ISLAND, #34 ( �' DISTANCE DISTANCE - �� , NEW YORK W FROM FROM LOCATION MAP SCALE 1 =400 LAJ POINT # LOCATION LOCATION J UJ "A" "B" DESCRIPTION Cry HOUSE COLUMN ' C.4 CORNER CORNER MAP REFEfdENCES ' w CC 13'-6" 12'-0" CLEAN-OUT Q z ' _D 21'-6" 28'-0" TANK INLET COVER 1.) PLAN OF PROPERTY TO BE CONVEYED TO MRS. JOAN W. MCCALL; __ Et27"-5" -35'-0" TANK OUTLET COVER N/F EQUESTRIAN AND OCEAN VIEW AVENUES; FISHERS ISLAND, N.Y.; SCALE: " a 1"=40 FT.; CHANDLER & PALMER, ENGR'S; JAN. 1968 F38-0" 4T-0" D-BOX __._ MALCOLM P.G51'-0" 60'-6" LEACHING POOL MCALLISTER 2.) MINOR SUBDIVISION PLAN MADE FOR BRISCOE SMITH; EQUESTRIAN 't Q r H 2'-0" { 59'-0" LEACHING POOL --1 AVENUE, HEATHULIE AVENUE & OCEAN VIEW AVENUE; FISHERS ISLAND, NEW MUNICIPAL WATER YORK; SCALE: 1"=40'; CHANDLER, PALMER & KING; NORWICH, CONNECTICUT; CRANITE MARCH 14, 1986 W MONUMENT ON SITE SEPTIC SYSTEM RAIN GARDEN �' FOR ROOF DRAINS Imo. SOLE j L 41 o 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED #45 1��0 �o HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO / �o A BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE R IS A NouT1aN of LAW FOR ANY PERsanr,uNLM THEY ARE tIVGAGi:fVltlV I. ACTING UNDER THEIDIR_ECTION OFA LICENSED PROFESSMAI. SURVEYOR TO ALTER AN ITEM IN ANY WAY.F AN ITEM BEWW THE STAMP OF A LICENSED PROFESSIONAL Is AL7ER0,THE ALTERING ENGINEER.ARCHITECT,LANDSCAPE ARCHITECT OR LAND r.-.- 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO NOTATION'ALTERED BY'FOLLOWED BY THEIR SIGNATURE,THE �� ALTER AN ITEM IN ANY WAY. DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION S�0 w of THE ALTERATION. IRON PIN STONE STEPS � 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF SEPTIC SYSTEM- ��� THE LAND SURVEYOR. N r4Q�8, 1500 GAL. TANK 4.I I 4S• 2 LEACHING POOLS ti00, - CRS+rdl;e ) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC JP Ntf:RE5TOrJF SURVEY TRIANGULATION STATION "PROS" (F=OUND) 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP SrONE SLOP N/F 1000, SECTION 009, BLOCK 6, LOT 8.1 No. Submittal IRevision App'd By Date GRANITE -�N ''-'�- EROBERT RALSTON BOYD MERESTONE G �o J ,�_„_�- 3 6.) TOTAL AREA = 3.25f ACRES. / (FOUND- ) ; SCREEQNt`_���-��- _ MUNICIPAL WATER LAWN \� `° PORCH �� '�� ^ g ON SITE SEPTIC SYSTEM 7.) SITE IS IN ZONE R-80 E ,, Co J F Ni GENERATOR p JI„ P DECK I ® ” N N/F AIR UNITS LU ®� G 4OUDROOM RESIDENC DAVID B. MCCALL, SJR. I SHOWER g NDATION E- 1 r Lir MUNICIPAL WATER L o 'o WALK 107/201 TE0 BENCHMARK: ROD2236 ON SITE SEPTIC SYSTEM / o _ I __ EL=59.7 ' I �„-�;,�'.N --- ,,-�•4: .�. ..�cI� � GRAVEL DRIVE & 2 PRKING � - ��!'3' ;r��� I ., .It`:.I•'v.�1�.��6�� - \ w POLE TTI, i ^� i C9 � -^. _ '„� .C�•.r,:.a i?”f�.�is:'uG'T r_^.Vt b^:;� f STONE j i i w SLOPE WALK = to s���t^c.�ry FC; !a i.;�✓ `" :,`C ___ _. C� uivvtn;G~ f d is a ;'4" FOUtJn.�FNT NEW RESIDENCE POLE _ STONE SLOPE56 W O~ VN 84' N S'S i `0 0 W 119 05, __- TEST HOLE DATA - _.__.. ^_....._ AVENU E `•�� BY: R. STZOUSE P.E.L.S. (07/08/2015) Designed By: Drawn By: Checked By: RHS CB P LE _._ VII EEp,l�l -�� �.'� 0"-12" TOPSOILOC � 12"-34" SANDY SUBSOIL Issue Date: Project No: Scale: 34"-13' FIN= SAND SP (POORLY GRADED SANDS LITTLE OR NO FINES) 10/2812021 2019822 1"=41Y QUALITY CONTROL CERTIFICATION �� 13'-15' BOULDERS N/F NOW OR FORMERLY GROUP — REVIEWED DATE Drawing No.: PROJECT MANAGER Unified Sols Classification (USC) System (from ASTM D-2487) SURVEY N 863.36 Major Division: Coarse-Grained Soils, Clean Sand ENVIRONMENTAL Group Symbol: SP, Poorly graded sands, little or no fines CL � W 3492.58 NRCS, USDA Soil Classification: ReC- Riverhead very stony sandy 40 20 0 40 SHEET 1 OF 1 STRUCTURAL loam 8 to 15% slopes ARCHRECTURAL I Additional Soils on Site - RpE Riverhead and Plymouth very bouldery soil 15 to 35% slopes GRAPHIC SCALE IN FEET Generated by REScheck-Web Software ® E C E 0 Compliance Certificate JAN 0 3 &9P?2 BUILDING DEPT. TOWN OF SOUTHOLD a Project Crary House s•a®a®otP++.••\��RS.0 ARcy0+F',.®® . l Energy Code: 2018 IECC 0 A•9°"�.! '�� < • Location: Southold, New York `Go d -.A 0, A} � Construction Type: Single-family A m Project Type: New Construction Conditioned Floor Area: 5,513 ft2 a o ,l``�`Y/ Glazing Area 15% Climate Zone: 4 (5572 HDD) �QYor 1NE CSP +9®+6 .gym®Bm®a.,r Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Ocean View Ave Jacob Albert Fishers Island, NY 06390 Albert, Righter&Tittmann Architects, Inc. 262 Washington St FI 2 Boston, MA 02108 6174515740 jalbert@artarchitects.com Comp,liance: Passes using UA trade-off' Compliance: 11.5%Better Than Code Maximum UA: 564 Your UA: 499 Maximum SHGC: 0.40 Your SHGC: 0.08 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. R eq. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 2,509 48.8 0.0 0.026 0.026 65 65 Wall: Wood Frame, 16"D.C. 3,181 32.5 0.0 0.047 0.060 121 154 Door: Solid Door(under 50%glazing) 66 0.300 0.320 20 21 Door 1: Glass Door(over 50%glazing) 102 0.310 0.320 32 33 SHGC: 0.20 Window: Wood Frame SHGC: 0.05 440 0.310 0.320 136 141 Wall 1: Insulated Concrete Forms 714 15.0 0.068 0.098 46 67 Window 1; Wood Frame 31 0.310 0.320 10 10 SHGC: 0.05 Floor: Slab-On-Grade(Heated) 227 15.0 1.110 0.645 0 0 Insulation depth: 4.0' Basement: Insulated Concrete Forms Wall height: 8.8' 1,131 15.0 0.058 0.059 64 65 Depth below grade: 6.0' Insulation depth: 8,8' Door: Solid Door(under 50%glazing) 24 0.200 0.320 5 8 Project Title: Crary House Report date: 12/16/21 Data filename: Page 1 of 10 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Jacob Albert, AIA - Principle � "n �" �- 01/03/2022 Name-Title Signature Date Project Title: Crary House Report date: 12/16/21 Data filename: Page 2 of 10 IZREScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 62.0% were addressed directly in the REScheck software Text in the"Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified' Field Verified # Pre-Inspection/Plan Review Value Value Complies?, Comments/Assumptions., & Req.ID 103.1, ,Construction drawings and ❑Complies 103.2 (documentation demonstrate ❑Does Not [PRJ]1 ;energy code compliance for the 7„ (0) building envelope.Thermal ❑Not Observable envelope represented on ` ❑Not Applicable I ;construction documents. 103.1, ;Construction drawings and y ❑Complies ;Requirement will be met. 103.2, documentation demonstrate ❑Does Not 403.7 !energy code compliance for - [PR311 ;lighting and mechanical systems. '❑Not Observable 'I Systems serving multipleORD ❑Not Applicable ;dwelling units must demonstrate j ;compliance with the IECC Commercial Provisions. 302°l, {Heating and cooling equipment is; Heating: ; Heating: ;❑Complies :Requirement will be met. 403.7 isized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]2 •. Son loads calculated per ACCA Cooling: Cooling: ❑Not Observable j. Manual j or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2-]Medium Impact(Tier 2) '3-: Low Impact(Tier 3) Project Title: Crary, House Report date: 12/16/21 Data filename: Page 3 of 10 section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions & Req.lf) 402.1.2 ;Slab edge insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies [FO1]1 ,E] Unheated ;E] Unheated ❑Does Not table for values. U ;❑ Heated ;❑ Heated ENot Observable ; ❑Not Applicable 402.1.2 ;Slab edge insulation ft ft ❑Complies ;See the Envelope Assemblies [F0311 depth/length. UDoes Not ;table for values. 00 ❑Not Observable ; ; j❑Not Applicable 402.1.1 ;,Conditioned basement wall R- ; R- ;❑Complies ;See the Envelope Assemblies [F0411 :insulation R-value.Where interior _ :❑Does Not ;table for values. insulation is used,verification R R- ;may need to occur during ;❑Not Observable ' :Insulation Inspection. Not ; ;❑Not Applicable ;required in warm-humid locations; in Climate Zone 3. 303.2 ;Conditioned basement wall ❑Complies [F0511 insulation installed per ❑Does Not SO manufacturer's instructions. ❑Not Observable ❑Not Applicable 402.2.9 ;Conditioned basement wall ; ft ft ;❑Complies ;See the Envelope Assemblies [F0611 !insulation depth of burial or �❑Does Not ;table for values. :distance from top of wall. CO) ! ; ;❑Not Observable ❑Not Applicable 303,2.1 ;A protective covering is installed ❑Complies [F011]2 sto protect exposed exterior ❑Does Not insulation and extends a minimum of 6 in. below grade. ❑Not Observable ❑Not Applicable 403.9 ;;Snow-and ice-melting system ❑Complies ;Exception: Requirement is [F012]z )controls installed. ❑Does Not not applicable. I ' ❑Not Observable ' ❑Not Applicable j Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Crary House Report date: 12/16/21 Data filename: Page 4 of 10 Section Plans-Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & RegJD 402.1.1., ;DoorU-factor. ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 !❑Does Not table for values. [FRl]1 i '❑Not Observable ❑Not Applicable 402.1.1, (Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). :❑Does Not ;table for values. 402.3.3, ;❑Not Observable 402.5 [FR2]1 ;❑Not Applicable 303.1.3 U-factors of fenestration products ❑Complies [FR4]1 :are determined in accordance ❑Does Not J with the NFRC test procedure or ❑Not Observable ;taken from the default table. ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ❑Does Not U instructions. ❑Not Observable ❑Not Applicable 402.4.3 ;Fenestration that is not site built { ❑Complies [FR20]1 is listed and labeled as meeting I ❑Does Not j U ;AAMA/WDMA/CSA 101/i.S.2/A440 ❑Not Observable or has infiltration rates per NFRC 1400 that do not exceed code []Not Applicable {limits. 402.4.5 ;IC-rated recessed lighting fixtures 1❑Complies [F.R16]z )sealed at housing/interior finish I❑Does Not ;and labeled to indicate s2.0 cfm leakage at 75 Pa. ❑Not Observable ' IE]Not Applicable 403.3.1 ;Supply and return ducts in attics ❑Complies ;Exception: Ducts located [FR12]1 insulated >= R-8 where duct is ❑Does Not completely inside the >= 3 inches in diameter and >_ ❑Not Observable building envelope. 10 R-6 where< 3 inches. Supply and !return ducts in other portions of _ ❑Not Applicable ;the building insulated >= R-6 for diameter>=3 inches and R-4.2 for< 3 inches in diameter. 403.3.2 I Ducts, air handlers and filter ❑Complies :Requirement will be met. [FR13]1 boxes are sealed with i ❑Does Not joints/seams compliant with l ❑Not Observable International Mechanical Code or International Residential Code, as ❑Not Applicable ;applicable. 403.3.5 Building cavities are not used as ❑Complies ;Requirement will be met. [FR15]3 -educts or plenums. ❑Does Not J ] ❑Not Observable }❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) °3 Low Impact(Tier 3) Project Title: Crary House Report date: 12/16/21 Data filename: Page 5 of 10 Section Plans Verified ' Field Verified #' Framing/Rough-In Inspection Value Value Complies?` Comments/Assumptions': &Req.lD 463.37: Ducts declared to be within the =e ❑Complies :Requirement will be met. [FR2813 ;conditioned space are either 1) ❑Does Not completely within the continuous = air barrier and within the building ❑Not Observable thermal envelope,2) buried ❑Not Applicable within ceiling insulation in accordance-with Section R403.3.6 and the air handler is E pp located completely within the g continuous air barrier and within 'the building thermal envelope - and the duct leakage is<= 1.5 cfm/100 square feet of ' A conditioned floor area served by the duct system, or 3)the ceiling insulation R-value installed t against and above the insulated N duct>=to the proposed ceiling insulation R-value, less the R- value of the insulation on the " 403.4 ,.,HVAC piping conveying fluids R- ; R- ;❑Complies ;Requirement will be met. [FR17]zi -'j above 105°F or chilled fluids ;❑Does Not i below 55°F are insulated to>_R- ; J 3 ; ;❑Not Observable ❑Not Applicable 403.4.1 I Protection of insulation on HVAC ❑Complies Requirement will be met. [FR2411 'piping. _ ❑Does Not �J []Not Observable ❑Not Applicable 403 5.3 Hot water pipes are insulated to I R R- ;❑Complies ;Requirement will be met. [FR18]2r° ->_R-3. I ;❑Does Not u {❑Not Observable ❑Not Applicable 443.6 (Automatic or gravity dampers are ❑Complies [FR19)z !installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable , ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) ,2 Medium Impact(Tier 2) '3-1 Low Impact(Tier3) Project Title: Crary House Report date: 12/16/21 Data filename: Page 6 of 10 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Iteci.iD 303.1 'All installed insulation is labeled ❑Complies [IN13]2 !or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, 'Wall insulation R-value. If this is a: R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ;❑ Wood E❑Does Not table for values. 402.2.6 ;wall insulation on the wall ;❑ Mass ❑ Mass f❑Not Observable [IN3]1 ;exterior,the exterior insulation Qj ;requirement applies(FR10). ;E] Steel E] Steel ;❑Not Applicable i 303.2 ;Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1',3'1 Low Impact(Tier 3) Project Title: Crary House Report date: 12/16/21 Data filename: Page 7 of 10 section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not ;table for values. 402.2.2, ❑ Steel ❑ Steel ;❑Not Observable 402.2.6 [FI1]1 ;❑Not Applicable 303.1.1.1,;Ceiling insulation installed per ❑Complies 303.2 ;manufacturer's instructions. - ❑Does Not [FI2]1 Blown insulation marked every , 300 ft2. ❑Not Observable ❑Not Applicable 402.2.3-, ]Vented attics with air permeable ❑Complies [FI22]2 ]insulation include baffle adjacent ;❑Does Not Ito soffit and eave vents that extends over insulation. ❑Not Observable IE]Not Applicable 402.2.4 ;Attic access hatch and door R- ; R- ;❑Complies [F13]1 insulation>_R-value of the EDoes Not ,adjacent assembly. '❑Not Observable ; ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies [FI17]1 ach in Climate Zones 1-2, and :❑Does Not <=3 ach in Climate Zones 3-8. '❑Not Observable ; ❑Not Applicable 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies ;,Exception: All ducts and air [F127]1 :determine air leakage with ft2 ft2 E❑Does Not handlers are located within either: Rough-in test:Total ;❑Not Observable conditioned space. leakage measured with a ; pressure differential of 0.1 inch ; ❑Not Applicable ;w.g.across the system including ;the manufacturer's air handler ; ,enclosure if installed at time of , ,test. Postconstruction test:Total :,leakage measured with a ; :pressure differential of 0.1 inch w.g.across the entire system ;including the manufacturer's air handler enclosure. 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies ;Exception: All ducts and air [F14]1 :cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not handlers are located within <=3 cfm/100 ft2 without air ; :conditioned space. ;handler @ 25 Pa. For rough-in ❑Not Observable tests,verification may need to ❑Not Applicable ;occur during.Framing Inspection. j 403.3.2.1 ;Air handler leakage designated " ❑Complies ;Requirement will be met. [FI24]1 :by manufacturer at<=2%of [-]Does Not design air flow, j ❑Not Observable ❑Not Applicable 403.1.1 ,.,Programmable thermostats ❑Complies ;Requirement will be met. [FIg]2 l installed for control of primary ❑Does Not heating and cooling systems andII initially set by manufacturer to ❑Not Observable jcode specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies !Requirement will be met. [FI10]2- on heat pumps. _ ❑Does Not ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies !,Exception: Requirement is [Fl 11]2, !systems have automatic or ❑Does Not ;not applicable. !accessible manual controls. ❑Not Observable ; ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1-3'J Low Impact(Tier 3) Project Title: Crary House Report date: 12/16/21 Data filename: Page 8 of 10 ,Section . Plans Verified Field Verified # Final Inspection Provisions Complies? Comments/Assumptions. Req.ID Value Value 403:6:1 `,All mechanical ventilation system ❑Complies ;Requirement will be met. [F[25]2 ~fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits.per Table ❑Not Observable R403.6.1. c, ' ❑Not Applicable 463.2 Hot water boilers supplying heat ❑Complies ;Exception: Requirement is [FI26]2 ,through one-or two-pipe heating El Does Not :not applicable. j systems have outdoor setback control to lower boiler water ❑Not Observable ,temperature based on outdoor A ❑Not Applicable ; temperature. 403.5.1.1';Heated water circulation systems I'„ []Complies ;Requirement will be met. [F128]2, have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable ; pipe.Gravity and thermos- ❑Not Applicable ; ,syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump;with signal 1for hot water demand within the ; occupancy.Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and I no demand for hot water exists. ; 403.5.1.2 Electric heat trace systems ❑Complies ;Requirement will be met. [F129]2 y comply with IEEE 515.1 or UL ❑Does Not ; 1,515.Controls automatically 'adjust the energy input to the ❑Not Observable heat tracing to maintain the []Not Applicable desired water temperature in the j piping. 403.5.2' )"Demand recirculation water ❑Complies Requirement will be met. [FI30]z '.systems have controls that ❑Does Not manage operation of the pump and limit the temperature of the ❑Not Observable '',water entering the cold water ❑Not Applicable 7 piping to<= 104°F. 403.5.4 °- Drain water heat recovery units []Complies ;Requirement will be met. [F131]2 ,,;tested in accordance with CSA ❑Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units<3 psi for ❑Not Applicable ;individual units connected to one or two showers. Potable water- `}side pressure loss of drain water - heat recovery units< 2 psi for ;individual units connected to ~three or more showers. 404.1 190%or more of permanent ❑Complies :Requirement will be met. [FI6]1 ;fixtures have high efficacy lamps. ❑Does.Not ❑Not Observable []Not Applicable 404 1.1 Fuel gas lighting systems have ❑Complies ;Requirement will be met. [FI23]3 3 no continuous pilot light. ❑Does Not ❑Not Observable y ❑Not Applicable 401.3 ,Compliance certificate posted. ❑Complies ❑Does Not ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2Medium Impact(Tier 2) :3' Low Impact(Tier 3) Project Title: Crary House Report date: 12/16/21 Data filename: Page 9 of 10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & fteq.ID 3033' Manufacturer manuals for ❑Complies Requirement will be met. [FI18]3` 4 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) -3 Low Impact(Tier 3) Project Title: Crary House Report date: 12/16/21 Data filename: Page 10 of 10 �( 2018 IECC Energy j Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 32.50 Below-Grade Wall 15.00 Floor 15.00 Ceiling / Roof 48.75 Ductwork(unconditioned spaces): Glass & Door . o Window 0.31 0.05 Door 0.31 0.20 Cooling:Heating & Heating System: Cooling System: Water Heater: Name: Date: Comments 4 OMS Ver.0002.28.00(Current) Ocean View Avenue Fishers Island NY Product availability and pricing subject to change. Crary_092418 Quote Number:RNFXT2A Architectural Project Number: PURCHASE APPROVAL/SIGN OFF Project Subtotal Net Price: USD 70,649.88 8.625% Sales Tax: USD 6,093.55 Project Total Net Price: USD 76,743.43 1 have reviewed all line item quotes in detail and agree that the product specifications and pricing are accurate, and I approve the project for order. I acknowledge that additional charges,tax or Terms and Conditions may apply. Seller: Buyer: D U'n V D AUG - 2 2021 Ru7mmNC,D. 7T. OMS Ver.0002.28.00(Current) Processed on:10/11/2019 6:57:29 AM Page 12 of 12 r OMS Ver.0002.28.00(Current) Ocean View Avenue Fishers Island NY Product availability and pricing subject to change. Crary_092418 Quote Number:RNFXT2A Architectural Project Number: Terms and Conditions The following terms and conditions govern the sales of The Seller,whether pursuant to oral or written orders to its representatives or salespersons. GENERAL This quote represents our best interpretation of the plans and/or specifications provided by you the customer. Material takeoffs are provided for customer convenience only, it is the responsibility of the customer to verify all sizes, specifications, quantities, and code requirements prior to ordering. Buyer assumes responsibility for order accuracy. Pricing is based upon purchase of the entire window package. RETURNED GOODS ALL MARVIN PRODUCTS ARE SPECIAL ORDER AND MAY NOT BE CANCELLED ONCE PRODUCTION HAS COMMENCED. MARVIN PRODUCTS MAY NOT BE RETURNED FOR CREDIT, EXCHANGE,OR REFUND. TAXES Individual Unit Pricing does not include sales tax. Buyer shall pay to Seller the amount of any and all taxes, excises or other charges,which Seller may be required to pay or to collect for any government, national,state or local,upon, or measured by the production,sale transportation, delivery or use of the merchandise sold hereunder. FORCE MAJEURE Delay in delivery or non-delivery-in whole or in part by Seller shall not be a breach of this sale if performance is made impracticable by the occurrence of any one or more of the following contingencies,the non-occurrence of which is a basic assumption on which the agreement is made: (a) Fires, Floods, or other casualties; (b)Wars, Riots,Civil Commotion, Embargoes,governmental regulations or martial law; (c)Seller's inability to obtain necessary materials (finished or otherwise)from its usual sources of Supply; (d)Shortage of cars or trucks or delays in transit; (e) Existing or future strikes or other labor troubles affecting production or shipment,whether involving employees of Seller or employees:of'btFiers and e�pgardless of responsibility or fault on the part of the employer;and (f) Other contingencies of manufacture or shipment,whether or not of a class or kind mentioned herein and not reasonably within Seller's control. TERMS Unless the customer has established a credit account with Ring's End Lumber,full payment is required for orders totaling$2,000.00 or less. All other orders require a deposit of fifty percent (50%) and required authorization signatures prior to ordering. DELIVERY All deliveries are priced and understood to be on a first floor/tailboard delivery basis. Deliveries requiring Ferry travel will incur additional freight charges as determined by the Ferry Company. OMS Ver.0002.28.00(Current) Processed on:10/11/2019 6:57:29 AM Page 11 of 12 Cn z � o ti C C o DOOR 410_3 DOOR#10_4 DOOR#105 ew..4 e„me es�o 8Jame. esm ew.a4 scue:v<e Jamo e.,ane4 s ae exrw4b4 s�oe E)—, E) SPECIFICATIONS e SPECIFICATIONS SPECIFICATIONS no�ibknbprbrce vF Pkn:N NrcE i�.wme aei a.neem yawl.wi,.wnb sei o. aaryw�umcmm incx,ww.me se,a.nceae eewi.,t,wnue sei on x.wwa.eb seiw nerve vawi,no)unaeb iuMes e`� gn &beb wneee _ Jnmo oep.fi,]�,r+ Jame oep,fi.fi lL,6 Jame Oepm.61Y,6 O 3 � O O — o w 3 w o o `o 0 SHEET 2 OF 4 r (� 1 1 sa. z w ce a��__ggggss MV, e wed E°a IH yHead Sc^F.4 a Divided Lite 6NF,4 a HeadDivided Lite �J W-i �- 1 I - Jamb SCPLE6 a Checkrail s�,LEs Jamb sgLE6 Head —LE:FS b a lo o I 3 w 0 SHEET Sill �1 Vertical Mullion Sill �l Jamb 3 OF d z w C tie (�Sill Jamb NOT USED NOT USED -F� MN i- W HEie5 0 ' llel 4 II III Meeting Stile NOT USED NOT USED NOT USED 1i wos 2 o n < — w o 'o SHEET Jamb a NOT USED NOT USED 4 scnE.o.a scn�.s.w —LE:u•,-0 of a OMS Ver.0002.28.00(Current) Ocean View Avenue Fishers Island NY Product availability and pricing subject to change. Crary_092418 Quote Number:RNFXT2A Architectural Project Number: ***Note: Unit Availability and Price is Subject to Change Line#13 Mark Unit: Door#105 __1ENet Price: 3,747.24 Qty: 1 Ext. Net Price: USDIF 3,747.24 Primed Pine Exterior MARVIWI Primed Pine Interior Back Prime Ultimate Wood Inswing French Door DISC LA Pre 2/28/20116 9/16"-X Right Hand CN 3070 Rough Opening 38 7/16"X 86 1/2" #MIXED FINISH-STONE WHITE CLAD PANELS IN WOOD FRAME Performance:StormPlus IZ3 ULI Glass Add For All Sash/Panels Primed Pine Sash Exterior Primed Pine Sash Interior IG-1 Lite StormPlus Tempered Low E2 w/Argon Active Stainless Perimeter Bar Ogee Interior Glazing Profile Non Finger-Jointed Door Option for Secondary Surface Multi-Point Lock on Active Panel No Handle Set on Active Panel As Viewed From The Exterior Satin Nickel PVD Adjustable Hinges 4 Per Panel RO 38 7/16"X 86 1/2" Bronze Ultrex Sill Black Weather Strip 613/16"Jambs Exterior Casing-None If Marvin supplied casing is to be field applied to this unit,be aware that all Marvin supplied door casing has a back rabbet of 1/4"and therefore will decrease finished jamb depth 1/4". Loose Structural Brackets Skid Plate Applied #Non system generated Pricing ***Note:Jamb depth is being changed to 6 13/16".Ultimate Wood doors or transoms with no casing require a minimum jamb depth of 6 13/16". ***Note:Reference the installation instructions for StormPlus certification requirements. ***Note: Unit Availability and Price is Subject to Change Project Subtotal Net Price: USD 70,649.88 8.625%Sales Tax: USD 6,093.55 Project Total Net Price: USD 76,743.43 OMS Ver.0002.28.00(Current) Processed on:10/11/2019 6:57:29 AM Page 10 of 12 OMS Ver.0002.28.00(Current) Ocean View Avenue Fishers Island NY Product availability and pricing subject to change. Crary_092418 Quote Number:RNFXT2A Architectural Project Number: Non Finger-Jointed Door Option for Secondary Surface Multi-Point Lock on Active Panel No Handle Set on Active Panel Multi-Point Lock on Inactive Panel No Handle Set on Inactive Panel Satin Nickel PVD Adjustable Hinges 4 Per Panel Bronze Ultrex Sill Black Weatherstrip 6 13/16"Jambs Exterior Casing-None If Marvin supplied casing is to be field applied to this unit,be aware that all Marvin supplied door casing has a back rabbet of 1/4"and therefore will decrease finished jamb depth 1/4". Loose Structural Brackets Skid Plate Applied #Non system generated Pricing ***Note:Jamb depth is being changed to 6 13/16".Ultimate Wood doors or transoms with no casing require a minimum jamb depth of 6 13/16". ***Note:Reference the installation instructions for StormPlus certification requirements. ***Note: Unit Availability and Price is Subject to Change Line#12 Mark Unit: Door#104 Net Price: 6,990.48 Qty: 1 Ext. Net Price: USD 6,990.48 _, Primed Pine Exterior MARVIN ` $ Primed Pine Interior Back Prime Ultimate Wood Inswing French Door DISC LA Pre 2/28/20116 9/16"-XX Right Hand CN 5080 Rough Opening 615/8"X 96" #MIXED FINISH-STONE WHITE CLAD PANELS IN WOOD FRAME Performance:StormPlus IZ3 Glass Add For All Sash/Panels Left Panel Primed Pine Sash Exterior Primed Pine Sash Interior 'Z IG-1 Lite StormPlus Tempered Low E2 w/Argon Inactive Active Stainless Perimeter Bar Ogee Interior Glazing Profile I , Right Panel Primed Pine Sash Exterior AS Viewed From The Exterior Primed Pine Sash Interior RO 615/8"X 96" IG-1 Lite StormPlus Tempered Low E2 w/Argon Stainless Perimeter Bar Ogee Interior Glazing Profile Non Finger-Jointed Door Option for Secondary Surface Multi-Point Lock on Active Panel No Handle Set on Active Panel Multi-Point Lock on Inactive Panel No Handle Set on Inactive Panel Satin Nickel PVD Adjustable Hinges 4 Per Panel Bronze Ultrex Sill Black Weather Strip 6 13/16"Jambs Exterior Casing-None If Marvin supplied casing is to be field applied to this unit,be aware that all Marvin supplied door casing has a back rabbet of 1/4"and therefore will decrease finished jamb depth 1/4". Loose Structural Brackets Skid Plate Applied #Non system generated Pricing ***Note:Jamb depth is being changed to 6 13/16".Ultimate Wood doors or transoms with no casing require a minimum jamb depth of 6 13/16". ***Note:Reference the installation instructions for StormPlus certification requirements. OMS Ver.0002.28.00(Current) Processed on:10/11/2019 6:57:29 AM Page 9 of 12 OMS Ver.0002.28.00(Current) Ocean View Avenue Fishers Island NY Product availability and pricing subject to change. Crary_092418 Quote Number:RNFXT2A Architectural Project Number: Line#10 Mark Unit: K Net Price: 1,626.24 Qty:3 Ext. Net Price: USD 4,878.72 Stone White Clad Exterior MARVINAY Primed Pine Interior Ultimate Double Hung G2 CN 3224 Rough Opening 38 1/4"X 56" Performance:StormPlus IZ3 Top Sash Stone White Clad Sash Exterior Primed Pine Sash Interior IG StormPlus Low E2 w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 2W2H Stone White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile Bottom Sash Stone White Clad Sash Exterior As Viewed From The Exterior Primed Pine Sash Interior RO 38 1/4"X 56" IG-1 Lite StormPlus Low E2 w/Argon Stainless Perimeter Bar Ogee Interior Glazing Profile White Interior Weather Strip Package White Exterior Weather Strip Package White Sash Lock White Top Sash Strike Plate Assembly Color Half Screen Stone White Surround Charcoal Hi-Transparency Fbrgls Mesh 6 9/16"Jambs Nailing Fin ***Note:Reference the installation instructions for StormPlus certification requirements. ***Note: Unit Availability and Price is Subject to Change Line#11 Mark Unit: Door#103 Net Price: 6,990.48 Qty: 1 Ext. Net Price: USD 6,990.48 MARVlN° Primed Pine Exterior Primed Pine Interior Back Prime Ultimate Wood Inswing French Door DISC LA Pre 2/28/20116 9/16"-XX Right Hand CN 5080 Rough Opening 615/8"X 96" #MIXED FINISH-STONE WHITE CLAD PANELS IN WOOD FRAME Performance:StormPlus IZ3 Glass Add For All Sash/Panels NJ o Left Panel Primed Pine Sash Exterior L/iPrimed Pine Sash Interior IG-1 Lite StormPlus Tempered Low E2 w/Argon Inactive Active Stainless Perimeter Bar 1 Ogee Interior Glazing Profile Right Panel Primed Pine Sash Exterior As Viewed From The Exterior Primed Pine Sash Interior RO 615/8"X 96" IG-1 Lite StormPlus Tempered Low E2 w/Argon Stainless Perimeter Bar Ogee Interior Glazing Profile OMS Ver.0002.28.00(Current) Processed on:10/11/2019 6:57:29 AM Page 8 of 12 OMS Ver.0002.28.00(Current) Ocean View Avenue Fishers Island NY Product availability and pricing subject to change. Crary_092418 Quote Number:RNFXT2A Architectural Project Number: ry. Stone White Clad Exterior MARVIN Primed Pine Interior Ultimate Awning-Roto Operating CN 4832 Rough Opening 49"X 315/8" Frame Size 48"X 311/8" Performance:StormPlus IZ3 Stone White Clad Sash Exterior Primed Pine Sash Interior IG-3/4" StormPlus Low E2 w/Argon Stainless Perimeter and Spacer Bar AS Viewed From The Exterior 7/8"SDL-With Spacer Bar-Stainless RO 49"X 315/8" Rectangular-Special Cut 2W2H Stone White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile Standard Bottom Rail White Weather Strip White Folding Handle White Multi-Point Lock Stainless Steel Hardware Aluminum Screen White Surround Charcoal Hi-Transparency Fbrgls Mesh 6 9/16"Jambs Nailing Fin ***Note:Reference the installation instructions for StormPlus certification requirements. ***Note: Unit Availability and Price is Subject to Change Line#9 Mark Unit:J Net Price: 2,515.80 Qty:4 Ext. Net Price: USD 1JF0,063.20 11 Stone White Clad Exterior CV ARVIN" Primed Pine Interior Ultimate Double Hung G2 CN 4432 Rough Opening 50 1/4"X 72" Performance:StormPlus IZ3 Top Sash Stone White Clad Sash Exterior Primed Pine Sash Interior IG StormPlus Low E2 w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 2W2H Stone White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile Bottom Sash Stone White Clad Sash Exterior As Viewed Frons The Exterior I Primed Pine Sash Interior RO 50 1/4"X 72" IG-1 Lite StormPlus Low E2 w/Argon Stainless Perimeter Bar Ogee Interior Glazing Profile White Interior Weather Strip Package White Exterior Weather Strip Package White Sash Lock White Top Sash Strike Plate Assembly Color Half Screen Stone White Surround Charcoal Hi-Transparency Fbrgls Mesh 6 9/16"Jambs Nailing Fin ***Note:Reference the installation instructions for StormPlus certification requirements. ***Note: Unit Availability and Price is Subject to Change OMS Ver.0002.28.00(Current) Processed on:10/11/2019 6:57:29 AM Page 7 of 12 OMS Ver.0002.28.00(Current) Ocean View Avenue Fishers Island NY Product availability and pricing subject to change. Crary_092418 Quote Number:RNFXT2A Architectural Project Number: Bottom Sash Stone White Clad Sash Exterior Primed Pine Sash Interior IG StormPlus Low E2 w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 2W2H Stone White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile White Interior Weather Strip Package White Exterior Weather Strip Package White Sash Lock White Top Sash Strike Plate Assembly Color Half Screen Stone White Surround Charcoal Hi-Transparency Fbrgls Mesh Unit:A2 Ultimate Double Hung G2 CN 3024 Rough Opening 36 1/4"X 56" Performance:StormPlus IZ3 Glass Add For All Sash/Panels Top Sash Stone White Clad Sash Exterior Primed Pine Sash Interior IG StormPlus Low E2 w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 2W2H Stone White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile Bottom Sash Stone White Clad Sash Exterior Primed Pine Sash Interior IG StormPlus Low E2 w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 2W2H Stone White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile White Interior Weather Strip Package White Exterior Weather Strip Package White Sash Lock White Top Sash Strike Plate Assembly Color Half Screen Stone White Surround I Charcoal Hi-Transparency Fbrgls Mesh I Standard Mull Charge 6 9/16"Jambs Nailing Fin ***Note:Mullions must be checked to ensure compliance with jobsite requirements for structural loading. ***Note:Reference the installation instructions for StormPlus certification requirements. ***Note:This configuration meets a minimum structural performance of DP 20 through either physical testing or calculations in accordance with AAMA 450 and building code requirements.Mull certification ratings may vary from individual unit certification ratings.Reference the mulling chapter of the ADM for additional information. ***Note: Unit Availability and Price is Subject to Change Line#8 Mark Unit: H Net Price: 1,517.04 Qty: 3 Ext. Net Price: USD 4,551.12 OMS Ver.0002.28.00(Current) Processed on:10/11/2019 6:57:29 AM Page 6 of 12 OMS Ver.0002.28.00(Current) Ocean View Avenue Fishers Island NY Product availability and pricing subject to change. Crary_092418 Quote Number:RNFXT2A Architectural Project Number: ***Note: Unit Availability and Price is Subject to Change Line#6 Mark Unit: F Net Price: 1,402.80 Qty: 1 Ext. Net Price: USD 1,402.80 Stone White Clad Exterior MAR"VIN' Primed Pine Interior Ultimate Double Hung G2 CN 2424 Rough Opening 30 1/4"X 56" Performance:StormPlus IZ3 Top Sash Stone White Clad Sash Exterior Primed Pine Sash Interior IG StormPlus Low E2 w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 2W2H Stone White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile Bottom Sash Stone White Clad Sash Exterior As Viewed Fr©m The Exterior Primed Pine Sash Interior RO 30 1/4"X 56" IG-1 Lite StormPlus Low E2 w/Argon Stainless Perimeter Bar Ogee Interior Glazing Profile White Interior Weather Strip Package White Exterior Weather Strip Package White Sash Lock White Top Sash Strike Plate Assembly Color Half Screen Stone White Surround Charcoal Hi-Transparency Fbrgls Mesh 6 9/16"Jambs Nailing Fin ***Note:Reference the installation instructions for StormPlus certification requirements. ***Note: Unit Availability and Price is Subject to Change Line#7Mark Unit: G Net Price: 3,506.16 Qty: 1 Ext. Net Price: USD 3,506.16 �r'' Stone White Clad Exterior MARVIN �„= Primed Pine Interior 2W1H- Rectangle Assembly Assembly Rough Opening El 711/2”X 56" HH Unit:Al Ultimate Double Hung G2 CN 3024 Rough Opening 36 1/4"X 56" Performance:StormPlus IZ3 Glass Add For All Sash/Panels Al Top Sash Stone White Clad Sash Exterior As Viewed From The Exterior Primed Pine Sash Interior IG RO 711/2"X 56" StormPlus Low E2 w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 2W2H Stone White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile OMS Ver.0002.28.00(Current) Processed on: 10/11/2019 6:57:29 AM Page 5 of 12 OMS Ver.0002.28.00(Current) Ocean View Avenue Fishers Island NY Product availability and pricing subject to change. Crary_092418 Quote Number:RNFXT2A Architectural Project Number: Performance:StormPlus IZ3' Top Sash Stone White Clad Sash Exterior Primed Pine Sash Interior IG StormPlus Low E2 w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 2W2H Stone White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile Bottom Sash Stone White Clad Sash Exterior Primed Pine Sash Interior IG-1 Lite StormPlus Low E2 w/Argon As Viewed From The Exterior Stainless Perimeter Bar RO 42 1/4"X 60" Ogee Interior Glazing Profile White Interior Weather Strip Package White Exterior Weather Strip Package White Sash Lock White Top Sash Strike Plate Assembly Color Half Screen Stone White Surround Charcoal Hi-Transparency Fbrgls Mesh 6 9/16"Jambs Nailing Fin ***Note:Reference the installation instructions for StormPlus certification requirements. ***Note: Unit Availability and Price is Subject to Change Line#5 Mark Unit: E Net Price: 1,656.48 Qty: 1 Ext. Net Price: USD 1,656.48 Stone White Clad Exterior MARVIN- Primed Pine Interior Ultimate Double Hung G2 CN 3022 Rough Opening 36 1/4"X 52" Performance:StormPlus IZ3 Top Sash Stone White Clad Sash Exterior Primed Pine Sash Interior IG StormPlus Tempered Low E2 w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 2W2H Stone White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile Bottom Sash Stone White Clad Sash Exterior As Viewed From The Exterior Primed Pine Sash Interior RO 36 1/4"X 52" � IG-1 Lite StormPlus Tempered Low E2 w/Argon Stainless Perimeter Bar Ogee Interior Glazing Profile White Interior Weather Strip Package White Exterior Weather Strip Package White Sash Lock White Top Sash Strike Plate Assembly Color Half Screen Stone White Surround Charcoal Hi-Transparency Fbrgls Mesh 6 9/16"Jambs Nailing Fin ***Note:Reference the installation instructions for StormPlus certification requirements. OMS Ver.0002.28.00(Current) Processed on:10/11/2019 6:57:29 AM Page 4 of 12 OMS Ver.0002.28.00(Current) Ocean View Avenue Fishers Island NY Product availability and pricing subject to change. Crary_092418 Quote Number:RNFXT2A Architectural Project Number: Primed Pine Sash Interior IG-1 Lite StormPlus Low E2 w/Argon Stainless Perimeter Bar Ogee Interior Glazing Profile White Interior Weather Strip Package White Exterior Weather Strip Package White Sash Lock White Top Sash Strike Plate Assembly Color Half Screen Stone White Surround L� Charcoal Hi-Transparency Fbrgls Mesh 6 9/16"Jambs Nailing Fin ***Note:Reference the installation instructions for StormPlus certification requirements. As Viewed From The Exterior ***Note: Unit Availability and Price is Subject to Change RO 30 1/4"X 52" Line#3 Mark Unit: C Net Price: 1,720.32 Qty: 2 Ext. Net Price: LuSD 3,440.64 JA Stone White Clad Exterior Mt RVIN` ' Primed Pine Interior Ultimate Double Hung G2 CN 3624 Rough Opening 42 1/4"X 56" Performance:StormPlus IZ3 Top Sash Stone White Clad Sash Exterior Primed Pine Sash Interior IG StormPlus Low E2 w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 2W2H Stone White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile Bottom Sash Stone White Clad Sash Exterior As Viewed From The Exterior Primed Pine Sash Interior RO 42 1/4"X 56" IG-1 Lite StormPlus Low E2 w/Argon Stainless Perimeter Bar Ogee Interior Glazing Profile White Interior Weather Strip Package White Exterior Weather Strip Package White Sash Lock White Top Sash Strike Plate Assembly Color Half Screen Stone White Surround Charcoal Hi-Transparency Fbrgls Mesh 6 9/16"Jambs Nailing Fin ***Note:Reference the installation instructions for StormPlus certification requirements. ***Note: Unit Availability and Price is Subject to Change Line#4 Mark Unit: D Net Price: 1,832.04 Qty:4 11 F Ext. Net Price: USD 7,328.16 Stone White Clad Exterior M�4RVBN M'`. Primed Pine Interior Ultimate Double Hung G2 CN 3626 Rough Opening 42 1/4"X 60" OMS Ver.0002.28.00(Current) Processed on: 10/11/2019 6:57:29 AM Page 3 of 12 OMS Ver.0002.28.00(Current) Ocean View Avenue Fishers Island NY ' Product availability and pricing subject to change. Crary_092418 Quote Number:RNFXT2A Architectural Project Number: LINE ITEM QUOTES The following is a schedule of the windows and doors for this project. For additional unit details, please see Line Item Quotes. Additional charges,tax or Terms and Conditions may apply. Detail pricing is per unit. Line#1 Mark Unit:A Net Price: 2,236.92 Qty: 6 1 Ext. Net Price: USD 13,421.52 MAR1lIN' Stone White Clad Exterior Primed Pine Interior Ultimate Double Hung G2 CN 4030 Rough Opening 46 1/4"X 68" Performance:StormPlus IZ3 Top Sash Stone White Clad Sash Exterior Primed Pine Sash Interior IG StormPlus Low E2 w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Q Rectangular-Special Cut 2W2H Stone White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile Bottom Sash Stone White Clad Sash Exterior As Viewed From The Exterior Primed Pine Sash Interior RO 46 1/4"X 68" IG-1 Lite StormPlus Low E2 w/Argon Stainless Perimeter Bar Ogee Interior Glazing Profile White Interior Weather Strip Package White Exterior Weather Strip Package White Sash Lock White Top Sash Strike Plate Assembly Color Half Screen Stone White Surround Charcoal Hi-Transparency Fbrgls Mesh 6 9/16"Jambs Nailing Fin ***Note:Reference the installation instructions for StormPlus certification requirements. ***Note: Unit Availability and Price is Subject to Change Line#2 Mark Unit: B Net Price: 1,336.44 Qty: 2 1 Ext. Net Price: USD 2,672.88 N` C Stone White Clad Exterior MARVI ,N Primed Pine Interior Ultimate Double Hung G2 CN 2422 Rough Opening 30 1/4"X 52" Performance:StormPlus IZ3 Top Sash Stone White Clad Sash Exterior Primed Pine Sash Interior IG StormPlus Low E2 w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 2W2H Stone White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile Bottom Sash Stone White Clad Sash Exterior OMS Ver.0002.28.00(Current) Processed on:10/11/2019 6:57:29 AM Page 2 of 12 Ocean View Avenue Fishers Island NY a AS AM Crary_092418 RINGS END , Sine 1902 DAVID LEE Quote#:RNFXT2A RINGS END OF NIANTIC INC PO BOX 714 NIANTIC,CT 06357-0714 Phone: (860)739-5441 Email:david.lee@ringsend.com This report was generated on 10/11/2019 6:57:29 AM using the Marvin Order Management System, version 0002.28.00(Current).Price in USD.Unit availability and price are subject to change.Dealer terms and conditions may apply. Project Description: Crary Residence - 09-24-2018 Featuring products from: MARVIN'08 � 1•••nrrrgr W 00 O R c� e 1 o r ♦ �� 4 el ,, '6',V°".�n. 1 F;R?•° ,a'`.+'+ • ,.•.., � to ® .J� •s••ssee st T � A3.1 A4.0 A4.0 `f �. V 0 3 1 2 O d cqs t 1,- O f'-1 COLUMNS CENTERED ON r T-71/4" 19'-4" POSTS ABOVE 33'-4" 8'-9 314" d Ln Q _ 4-JO t C2rl � � � F r�• 6'-8" 6'-8" 6'-8" '-6" 71 4 ! O UP -1 f -1 J -I -I I- -1 —� - - - - - - - - - - - - - - - - - - - ` - NJ I J L — J — J L .; J L — J L _ J L — J L — J L rvo�, I I II N _ I I I i CEDAR-CASED P.T.6X6 POST ON N CONC:FILLED SONOTUBE PIER, -------- I I I I OONN p30"X30"X12'CONC.FOOTING F I I I I -1 (TYP.) - N I I I i t I LIJ I I I — II L �+ J L �� J F -fi ----------------F -1 � - - - 1 ®T--r- I II I N I I I I I I L i J L I I I I 1 I I 1 ch 1 1 5'6-4114" 4'-7" CONC.R.O. 14'-10112" 4'-7" CONC.R.O. I 1 I I UP I I I I I I 1 I I I I i I I H I H I I I I i I 1 I 4'-7" CONC.R.O. 2'-03/ " I I I I I I I I I I I I I H – `�INA— SHELVES 8 ISE S@ 6 31 EA �, 1 BEAM POCKET I I MISTSUBISfHI 112"SHEETROCK ON I I I I I F—i 7 EAS 11 12 A �p I I MINI SPLIT ' ' SUPERIOR WALLS I ' 31/2" 1 1T-0" I i 31/2' N 1� �� •) I I I I I I I I N UP — I I I I FOUNDATION 1 I o I I I I I I I I ti I I I I I I I ('" •) co I I 11 1 RAIN M l i i i i i i i AHU U I I I I I I I I I ll I I I I I I I I r _%Jl 11CY1 3'-0" 12'-5112" i i i i i i i i ( li "' Le BASEMENT I I' BOILER _ F"'� ' I i 26-7112" �¢ �a 0011 MECH. ROOM I I E EQ EQ 005 HOT _ P4 WATER I j__'j r —) F -1 TANK - - _ -------------cv I I I I I I O I I ----- --r -- -- —-----�—�— ---/--- ---=—�—� — —L - J L -JPOSSIBLE IRRIGATIONWELL STORAGE TANK I I I I I I I IBOOSTERPUMP I I I I i i � I I STORAGENVORKBENCHMICROBE I I I o ------- T- ------------------ZAPPER __ I— I I _1 F I i _1 I I N Io -- ---------------- TiI--- -------------------I-tit-I--------------------I-rmt-L---BAl�IN�WAL�7�BOVE-----I- m -I-----------V3 EQ.1 L 1 I J EQ.1 LI 1J EQ.2 L 1 I J EQ.2 ;' L 1 I J EQ.2 MWHOLE-HOUSE WATER FILTER i i i i i i i i I> w Q WATERIWELL III III III III 1°"`o METERS " I I " I " " " I I Iwl 9 i�z m 2'-10112 11 7-43/4 2-101/2 1 -�1�4 2-10112 11 I I I� I 0¢.0 f V o 0 0 0 0 0 0 ELECTRIC PANEL R.O. i R.O. i IF 0. i I� 112" / / V 1 3114" 63/ 3'-2112" 0. IG. I I ' " FREEZER -21/2" R.O. / m m m m m LAUNI RY i BA �----- N I / m w W w W w W I in I r-- T" Cn I I c•7 Q 1 I 1 I 003 ----- ' ' 005 006 / / A w F: 004 HI - - ----- I I 0 / I M c� RA K 9'-2" F- L+__-_-___-__-- i 8'y5i 11 '- 112" 3112" ___4'-L'__ i i 31/2" 13'-81�4"i "' 3 112" 3'-8112" / / c ►� > z > m Fv L J I I I I 5'-1' EQ. _-- — I I I I ;� / d oo� d 0- OC), I a L__J STORAGE "' WHANGING ROD — — I I i SHELF ABOVE I 3' 9 14" I I 0021 I _ I cnrn r- op co \ M, D \ 3 RIS S 7 /4"EA i i i i I / A � o\ � \ \ 2 T DS 1 "EA - — - — - — - — - — - — t - - — - — - — - - - / N L: J LCD / I T I r I I v 6'-0" j I 48'-0' I j / 26'-0" W II I - - - - - - - - - - - - � - - - - - - - - - - --------------------------L 5'-9" 16'-111/4" L 14'-2" L J - - / / All �� A4.0 A4.0 0 W 3 1 2 ~Q co a � z CD 0 H A2,90 CODES$STANDARDS SHEET INDEX Building Code: 2015 International Residential Code NY PROJECT: 3rd Party Inspection Agency: PFS Corporation, Cottage Grove WI 1 of 5-General Notes Cra Quality Assurance Manual: Superior Walls of America QA Manual 2 of 5-Drawing Summary Block AII_Layers ZSS Contracting Site Preparation Guide: Superior Walls Builder Guideline Booklet. (MAN 42-9000) 3 of 5- Plan View-AII_Layers Ocean View Avenue Fire Test Standards: ASTM E84, ANSI/UL 1715, UBC 26-3 4 of 5-Multi-Isometric Fishers Island, NY 06390 5 of 5-Sections [Project No. 184489] WALL MATERIALS Concrete Compressive Strength: 5,000 PSI BUILDER: Water/Cement Ratio: <=0.40 �0� : E � ZSS Contracting Reinforcing Steel: No.4 and larger- 60,000 PSI y ® Fishers Box lsl 2 NY 06390 No.3 and smaller-40,000 PSI DAMPPROOFING Secondary Reinforcement: Polypropylene Fiber Embedded Wood Blocking: Pressure-Preservative-Treated Supee Walls paan are recognized Contact: Paul Contillo EPS Foam Insulation: Flame Spread Index: 20 ®'eeoa by the ICC-ES as an altema ethod Smoke Developed Rating: 300of providing foundation wall Phone: (631)788-7857 XPS Foam Insulation: Flame Spread Index: 5dampprooflng. No additional dampproofing Fax: Smoke Developed Rating: 165 is required. Mobile: (631)788-7857 (See ICC-ES ESR-1553 S ESR-1662) E-Mail: zands@fishersisland.net SITE CONDMONS Seismic Design Category: B PLEASE NOTE MUNICIPALITY: Basic Wind Speed: 130 mph To comply with building code Suffolk County, NY Frost Depth: Local Code inches requirements,the framing/decking ContacPhone: Assumed Soil Bearing Capacity: 2000 PSF connections at the top of the Superior Fax: Assumed Wall Loading: 2700 Pounds/LF(uniform) Walls panels and floor slab at the Crushed Stone Footing Depth: 8 inches bottom of the Superior Walls panels E-Mail: Crushed Stone Size: 1/2 inch or smaller MUST be completed prior to backfilling. Backfill Material: Baddill with dean crushed stone or any of the following soil types: GW, GP, GM, GC, SW, SP, SM, SC, CL, ML or up to 60 pd. Beam Pocket(s): 13000 Pound Maximum CUSTOMER RELEASE (see plan for locations, sizes, and loads) Column Pad(s): 28000 Pound Maximum As the authorized representative of the customer/builder (see plan for locations, sizes, and loads) I have reviewed this document and the drawings . Walls"contained in It. I understand that it was created from Superior GENERAL NOTES Information and dimensions provided by the customer/ builder and that Superior Walls will rely on that 1. Jobsite shall be prepared by the builder in accordance with the Superior Walls of America Builder Information in the manufacture of this project. Guideline Booklet(MAN 42-9000). Superior Walls by Weaver Northeast I acknowledge that 1 have compared this document to the 2. Auxiliary drain pipe must be four(4)Inch diameter perforated and directed to a sump pit or daylight. 824 East Main Street sales order/contract and that this document supersedes 3. Builder shall establish the required elevation benchmark. the sales order/contract with respect to the objects and Ephrata, PA 17522 4. Builder shall ensure site access for trucks and crane. dimensions contained herein. I approve the project Phone: 717-733-4823 depicted in this document for production, and accept full Fax: 717-733-0386 INSTALLATION NOTES responsibility for any and all measurements, dimensions E-Mail: and information provided by the customedbuilder. I hereby DRAWING DATA: 1. Installation shall be supervised by a Superior Walls certified installer. release and discharge Superior Walls from any and all Sold by: Roy S. Certification is obtained through Superior Walls of America, Ltd. past, present or future claims and damages arising from Drawn by: Ben B. 2. Installation shall comply with Superior Walls of America's Installation Manual (MAN 42-9008). or relating to the attached drawing and deviations in the Date Created:10/7/2019 drawing from information customer/builder provided. Last Revision:11121/2019 Revision#: 2 Signature of Customer/Builder Date File Name: crary_peal PROJECT NO. 18-1489 Page 1 of 5 Of 'N!`/y PROJECT: Crary y - Z&S Contracting Ocean Vlew Avenue Fishers Island, NY 06390 °�aeos [Project No. 184489] BUILDER: Z$S Contracting Drawing Summary Block - All-Layers PO Box 202 _____________________ Fishers Island, NY 06390 10/10 XI Walls/Panels Contact: Paul Contillo 12 Bean Pockets 20 Multi Studs Phone: (631)788-7857 12 2x2 Column Pads -- Supplied by Superior Walls -- Installed by Superior Walls Fax: 2 2x2 Column Pads -- Supplied by Superior Walls -- Installed by others Mobile: (631)788-7857 5 30 Column Pads -- Supplied by Superior Walls -- Installed by Superior Walls E-Mail:zands@fishemisland.net 10/10 XI Walls/Panels Type: 9' Linear Feet: 236'-6_3/4' MUNICIPALITY: . Suffolk County, NY Drawing Notes Contact: ------------- Phone: Fax: - Object Details in inches - E-Mail: ---------------------------- Door Max.Hdr. ID # Ob j Desc Width Height Header (B.O.W) Capacity A 2 WIN 51_1/2 33 8_3/4 2825 lbs. B 10 BP 8 141/2 0 D 16 MS 2-Studs 102 0 ■ Walls"E 2 MS 6-Studs 102 0 Superior F 14 PAD 24 24 41/2 G 5 PAD 36 36 6 H 1 BP 8 7_ 0 M J 2 MS 3-Studs 10202 0 Superior Walls by Weaver Northeast K 1 DR 44_1/2 88_ _ Ephrata, PA 17522 1/2 151/2 4 5500 lbs. 824 East Main Street L 1 BP 8 10 0 Phone: 717-733-023 0 1 WIN 54 36_1/2 8_3/4 2825 lbs. Fax: 717-733-0386 E-Mail: DRAWING DATA: Sold by. Roy S. Drawn by: Ben B. Date Created:10/7/2019 Last Revision:11/2112019 Revision#: 2 File Name: crary_seal PROJECT NO. 18-1489 Page 2 of 5 i 54' 26' T7 3/4° 12' -------- � 5'2 iins'- 5'2 iins' ❑ All Outside Corners Are Solid 4'4 1/8' 1'10' L f 3'8 1/4' ❑ ❑a El E ❑F E ❑F ❑ oao 0 11'3 7/8' 10'5 3/4' 10'5 3/8' 10'5 1/2' 11'3 1/2' ❑° ❑n C=) Pad Installed by WP Excavation Required Pad Installed by WP 2'-5'w x 2'-5'w x 4'd 0o Excavation Required ❑" , co 3'-10'w x 3'-10'w x 8'd 0 ❑ , CU 0 0 0 8'6 3/8' 9'4 3/8' co F❑ L❑❑J ;� ❑c 0 ❑c Q 11'3' 26'6 1/4' M a � a ❑ �o a D co r 10'5 3/4' 10'5 3/8' 10'5 1/2' 11'3 1/2' 0 as in CU 9 X *1 Walls °O 10'5 3/4' 10'5 3/8' 10'5 1/2' 11'3 1/2' M a `� a � , a as oo ; as o 0 0 6 48 26' DRAWING DATA: Sold by: Roy S. 0� NFA, Drawn by: Ben B. ,�4 fob Date Created:10/7/2019 Last Revision:11/21/2019 Revision M 2 File Name: crary_peal PROJECT NO. 18-1489 Page 3 of 5 Rear Left View Front Right View DRAWING DATA: Sold by: Roy S. Drawn by: Ben B. Date Created:1 OM2019 Last Revision:11/21/2019 Revision M 2 File Name: crary_seal PROJECT NO. 18-1489 Page 4 of 5 Floor System (By Others,Connection To Wall Must Comply With Builder 13/4"Con r�+ebe Face Shop 101 liB " Guideline ooklet Specifications) 212^�s lnwlatton •: 4 Pobyo�e Jo;d seahu>t r Allowable Beam Pocket/Point Load ;' i"Sill Plate Bolt Steel Reinforced _-____ Bond Beam 104" ISOMETRIC SECTION A Sill Plate 1"EPS Bond Beata • (ByOthers)Others) Insulation R �e Bracket l 1 EM said rnmdaa� 1"XPS Thermal Barrier #3 Band Beam Rebar EPs Om For Wig `end A A 1 4"Concrete Face Shell 1"EPS Bond Beam vertical N Rebar Insulation .° (InBlde F.,a�h Stud) B H .; Concrete Stud CWvaoi=d (Wrapped In 1"EPS Insulation) Steel stew Fasting • •A Id Vertical#4 Rebar Galvanized 90 Degree Inside Corner Steel Stud Facing (Inside Each Stud) Scale: 3/4"=1'-0" 2 j" u o 2 XPS Insulation Galvanized Steel Stud Facing Polyuretbeoe Joint Sealant 13/4"Conc rift Face She "i Hole For Wiring And Plumbing . • ••__•-_• _- - •- ?! '•° 4 - - 10 I� b Slab Connector 2 W"M Insulation-/: .. (As Required) FinishedBto 2 2"XPS Insulation (Bs ) •4 " Concrete Floor 4Min• Galvanind Steel Reinforced °r•' (By Others,See dnurent Stwl Stud Facing Footing Beam Addition Of The Builder vertical/l4 Rebar Filter Membrane Guideline Booklet For (hLdb Ewh S (By Others) I i Further Details) 1"EPS stag rnso>anan i e SPS Chane For Wiring Andi g 2"Clean Crushed Stone Beam Pocket Interior Elevation Auxiliary Drain pipe PoV=dw a Joint sealant Scale: I/2"=1'-0° To Sump Oi Daylight 13/4"Conc reW Face Shell 90 Degree Outside Corner Virgin Soil Clean Cniahed Stone Footing 21/Z"]IPS Inssiltrtien Scale: 3/4°=1'-0" DRAWNG DATA: (Depth Varies Per Application) - Sold by: Roy S. . ° Drawn by: Ben B. 9' Xi Cross Section l01 R ----------- ---_- - --------------------- R� '®� ��p Date Created:10/7/2019 Scale: I/2"=1'-0" 4 ® �' Last Revision:11/21/2019 Panel Divide Revision#: 2 T����� ve �at#4Rebs: "- File Name: crary_seal PEPS Stud LIDWatW9L Scale: 3/4I'-O"- SPS Base For Wiring �e�` � i1oe PROJECT NO. And Fiumbing Qalvaniud 1&1489 Page 5 of 5 Steel Stud Stud Facing CODES&STANDARDS SHEET INDEX Building Code: 2015 International Residential Code NY PROJECT. 3rd Party Inspection Agency: PFS Corporation,Cottage Grove WI 1 of 5-General Notes Quality Assurance Manual: Superior Walls of America QA Manual 2 of 5-Drawing Summary Bloc-All_Layers Z&Contracting Site Preparation Guide: Superior Walla Builder Guideline Booklet(MAN 42-9000) 3 of 5-Plan View-All Layers Ocean View Avenue Fire Test Standards: ASTM E84, ANSI/UL 1715, UBC 26-3 4 of 5-Multi-Isometric Fishers Island,NY 06390 5 of 5-Sections [Project No.184489] WALL MATERIALS Concrete Compressive Strength: 5,000 PSI BUILDER: Water/Cement Ratio: <=0.40 ��OF Nfiy Z&S Contracting Reinforcing Steel: No.4 and larger- 60,000 PSIy E 'rte PO Box 202 No.3 and smaller-40,000 PSI DAMPPROOFING Fishers Island,NY 08390 Secondary'Reinforoement Polypropylene Fiber Embedded Wood Blocking: Pressure-Preservative-Treated Superior Walls panels are recognized Contact Paul Contillo EPS Foam Insulation: Flame Spread Index:20 o�Bpg by the ICC-ES as an alternate method Smoke Developed Rating:300 of providing foundation wall Phone:(631)788-7857 XPS Foam Insulation: Flame Spread Index:5 dampprooflng.No additional dempprooflng Fax: Smoke Developed Rating:165 Is required. Mobile:(631)788-7857 (See ICC-ES ESR-1553&ESR-1682) E-Mail:zands@flshomisland.net SITE CONDITIONS Seismic Design Category: B PLEASE NOTE MUNICIPALITY: Basic Wind Speed: 130 mph Suffolk County,NY Frost Depth: Local Code Inches To comply with building code Contact: Assumed Soil Bearing Capacity:a 2000 PSF requirements,the ireming/decdng Phone:Assumed Wall Loading: 8 Inc Walls panels and floor slab at the connections at the top of the Superior Fax:Pounds/LF(uniform) Crushed Stone Footing Depth: 8 Inches bottom of the Superior Walls panels E-Mail: Crushed Stone Size: 1/2Inch smaller MUST be completed prior to bacdilling. Backfill Material: Backfill with dean crushed atone or any of the following soll types:GW,GP,GM,GC,SW,SP,SM,SC,CL,ML or up to 60 pcf. Beam Pocket(s): 13000 Pound Maximum CUSTOMER RELEASE (see plan for locations,sizes,and loads) Column Pad(s): 28000 Pound Maximum As the authorized representable of the customer/builder (see plan for locations,sizes,and loads) I have reviewed this document and the drawings contained in ft.I understand that It was created from superior Walls" GENERAL NOTES information and dimensions provided by the customer/ builder and that Superior Walls will rely on that 1. Jobsite shall be prepared by the builder in accordance with the Superior Walls of America Builder Information in the manufacture of this project. Guideline Booklet(MAN 42-9000). I acknowledge that I have compared this document to the Superior Walls by Weaver Northeast 2. Auxiliary drain pipe must be four(4)Inch diameter perforated and directed to a sump pit or daylight. sales order/contract and that this document supersedes 824 East Main Street 3. Builder shall establish the required elevation benchmark the sales order/oontrect with respect to the objects and Ephrata,PA 17522 4. Builder shall ensure site access for trucks and crane. dimensions contained herein.I approve the project Phone:717-733-4823 depicted In this document for production,and accept full Fax: 717-733-0386 INSTALLATION NOTES E-Mail: responsibility for any and all measurements,dimensions DRAWING DATA: 1. Installation shell be supervised b a Superior Walls certified Installer. and Information provided by the customeribuilder.I hereby y release and discharge Superior Walls from any and all Sold by: Roy S. Certification Is obtained through Superior Walls of America,Ltd. past,present or future claims and damages arising from Drawn by. Ben B. 2. Installation shall comply with Superior Walls of America's Installation Manual(MAN 42-9008). or relating to the attached drawing and deviations In the Date Created:10/7/2019 drawing from Information customer/builder provided. Last Revision:11/21/2019 Revision#: 2 Signature of Customer/Bullder Date File Name: c aryr seal PROJECT NO. '18-1489 Page 1 of 5 PROJECT. Cra Z&Contracting Ocean View Avenue Fishers Island,NY 06390 [Project No.184469] BUILDER: Z&S Contracting Drawing Summary Block -All-Layers PO Box 202 _____________________ Fishers Island,NY 06390 10/10 XI Walls/Panels Contact Paul Contillo 12 Beam Pockets 20 Multi Studs Phone:(631)788-7857 12 2x2 Column Pads --Supplied by Superior Walls -- Installed by Superior Walls Fax: 2 2x2 Column Pads-- Supplied by Superior Walls--Installed by others Mobile:(631)788-7857 5 30 Column Pads-- Supplied by Superior Wails--Installed by Superior Walls E-Mail:zands@flshomisland.net 10/10 XI Walls/Panels Type: 9' Linear Feet- 236'-6_3/4' MUNICIPALITY: Drawing Notes C� County,NY ontact ------------- Phone: Fax: - Object Details in inches - E-Mail: ---------------------------- Door Max.Hdr. ID # Obj Desc Width Height Header (B.O.W) Capacity A 2 WIN 51_1/2 33 8_3/4 2825 lbs. B 10 BP 8 14 1/2 0 D 16 MS 2-Studs 102 D Superior Walls� E 2 MS 6-Studs 102 0 F 14 PAD 24 24 4_1/2 G 5 PAD 36 36 6 H IMS 8 7_3/4 0 J IMS 3-Studs 102 0 Superior Walls by Weaver Northeast K 1 DR 44_1/2 88_1/2 15_1/2 4 5500 lbs. Ephrata,PA East MA Street L 1 BP 8 10 0 Ephrata, 17522 1/2 8 3/4 2825 lbs. Phone:717-733-4823 0 1 WIN 54 3G-1/2 - Fax 717-733-0386 E-Mail: DRAWING DATA: Sold by: Roy S. Drawn by: Ben B. Date Created:10/7/2019 Last Revision:11/21/2019 Revision#: 2 File Name: crary_seal PROJECT NO. 18-1489 Page 2 of 5 ❑ 80' ❑ 54' 26' T7 3/4'--f- 12' 52 11/16'—t--52 ivis' ❑ All Outside Corners Are Solid r 4'4 1/8' 1'6' 3'8 1/4' ❑A ❑F ❑B ❑❑e ❑F ❑ ❑B ❑F ❑B ❑F ❑ ❑ oo � ❑c 11'3 7/8' 10'5 3/4' 10'5 3/8' 10'5 1/2' 11'3 1/2' ❑e ❑° ❑° o Pad Installed by WP Excavation Required Pad Installed by WP pr ' ' x 2'-5'w x 4'd g, Excavation Required ❑x Z6- r R 3'-10'w x 3'-l0'w x 8'd a ❑ N I F o 8'6 3/8' 9'4 3/8'co 11'3'26'6 1/4'10'5 3/4' 10'5 3/8' 10'5 1/2' 11'3 1/2'Ln 1 Walls 00 ' 10'5 3/4' 10'5 3/8' 10'5 1/2' 11'3 1/2' ❑° v' ❑° L6' ❑° ❑B ❑F ❑❑ 48 ❑H 0 ❑B ❑F ❑° I 26, DRAWING DATA. Sold by: Roy S. pF ►VF8 Drawn by: Ben B. y� E do Date Created:10/7/2019 Last Revision:11/21/2019 Revision M 2 r File Name: cxary_seal 809 PROJECT NO. 18-1489 Page 3 of 5 Rear Left View Frmt Ri�t 4tew DRAWING DATA: Sold by: Roy S. Drawn by: Ben B. Date Created:IO 2019 Last Revision:11/21/2019 Revision M 2 File Name: craiy_seal PROJECT NO. 18-1489 Page 4 of 5 Floor System Connection To Comply Virith Builder 1314"CmuftFam Shell 2 IMAM Guideline Booklet Specifications) 10 Allowable Beam Pocket Point Load 4 P sill Plate Bolt 2 -T— Steel Reinforced Bond Beam ISOMETRIC SEMON A Sul Plate I"EPS Bond Beam (By Others) Ilmdation 11�s SMd inmiadm #3 Bond Beam Reber EPS chase For Wiring I"XPS Thermal Batrier 143"Conarete Face Shell AndFlimblag A A I"EPSBondBeam Verded 94 Rebar Insulation MW&Each SbA Concrete Stad Gadhmaized SWelStuffeelng (Wrapped In 1-EPS Insulation) Vertical#4 Rebar Galvanized 90 Degree Inside Corner (Inside Flach Stud) Scale: 3/4"=I'-O" Steel Stud Facing 2 XPS Insulation Galvanized Steel Stud Facing 1314"ComwFam Hole For Wiring AndPlumbing .............. .......... ..... -------- ............... 1041- Slab Connector 2 W XPS insuldiam (As Required) wd 2 XPS Insulation 4ff Min. 2 Concrete Floor Steel Reinforced (By Others,See Cutrent StdStudFaWS Footing Beam Addition OfThe Builder Ver"#4 FLO&Wn -1---H. Filter Membrane Guideline Booklet For 0nl&E-hSb4 FurlherDetails) (By Others) l"EMStudingulatim EPSChANF;= Awdliaq Drain Pipe And V2 Clean Crashed Stone Beam Pocket Interior Eleva n Poqmvdwe lailt Sealad Scale: 1/2"=[._O. 90 Degree Outside Corner Virg7in Clean Crushed Stone Footing 2 lf2"XPS Scale: 3/4"=V-0- DRAWING DATA: To Sump Or Daylight 13/4"Cencrete soil (Depth Varies Per Applicadion) Sold by. Roy S. fffim Y. an ............... 9' Xi Cross Section 101" E Date Created:1 0f71201 9 -0. 4 Last Revlslon:11121/2019 Scale: 1/2"=I' RevIsIon#: 2 vdelf,4Rctar � Panel Divide File Name: craryjSeW Om"Ewh SWO I=Sld=�/ Scale: 3/4"=I'-O" PROJECT NO. AndPhombing GalvenEwd 18-1489 Page 5 of 5 StedStudSwilFacing i N n U w ' U htn 1 1 1 - ro.� 1;1 e Y 1 I Y o tl l I e Y ILNT 1I k Iw.rvl� 1 p Oga tl Y Y P a p P p l 0 9`111 V •� -��,•�- .i. 'u� p i � �32:gig ____ I l o I I, Iw:'`rl e o o��u o n e s n n e u o o e�o P o e o P e•a-nacla'iSS- d __ .a tl 1 1 1 1 1�.^••�•.�.wu Y a 1 a P 0 e P o p P.p Y P 1 oP� o�aoe Y ' oo —�—x I°A Ien•y,ej°i1j e o P•I•�' eiya e o - o f onn o �0 o. v e o v P o =IY p9olly ;� =========A=====__= Sit—n 17 7—o-671—n IT 71—nl n w.....�wm 1==W�&•�e�g=��'=___ ====qa��age.a+3+°aL='b''===__= q II u u n n n u n u n n n u o n o >,.."•�. k=y.=='==''�lor Ilan n i n I. � n n n o u n n=n•,u n n nl U ___"_`.===rt§•'=' ===qpa=.""=_'_�'��,,__""= qhs====� � 1n i n i i n 11 u u n Y nau=u n n u11 � 1===.=__ --- = e�.==— — 11.J4�kw11 n II = r.iidl�{"'—' 1' I—IC IImI_1C S'ICIl]I]ICII]II I L qk.=a=.======qi�� 1 n u n li u u u 11 n u Y n u n o1 n 1�y__liu u t ------------ 2 �� __&I J JC_nY•II P I n.,mru• � v.!\ O �f •omxnn cre m.m•ua 4 RLE,S CIE65�� ' S1.3 cn U "9 r-, _ r , - I _ y r , ------------ L ... I J L,. � I t ilI I j ij iI ji 0�_ Ij D U cn ter. _ ea OI ___. __ ^--' .h-.• --I,, ,n -171 I H • '®II '® I 'a'r •• E� 3$� / u�gg Paxil • -. ws •; I — I' _ t jl rim li LITJ-------- LTJ___— /� Y L ...r e A2.0 co00 W v: 4-1 •pole,,, 0 u A4.0 l. All A4.0 U � 3 1 2 ry C LL w COLUMNS CENTERED ON cq T-7114" 19'-4° POSTS ABOVE 33'-4" 8'-9 314" u 10 C.) Ln 6'-8" 6'-8" 6'-8" 6'-6" � c% " Lo UP —I F L J f — 7 I— __1 F —I F � I— —I F —I r �,� - - - - - - - _- -- =t- -- _----_�-- _- _- `asessesss r n 0+ ti, .� ..... C • C a Q" •°��l q 4••. l aim � ' N fao J',. °°...N°.••° O *oma C V 54'-0" - raaa•r,' 6se s fE oet- A3.1 WATER SPIGOT A4.0 A4.0 u 3 9" CABLE RAIL EQ.2 9" EQ.2 9" EQ.2 9" WATER 1 2 �„J 4'' CABLE RAIL �' - SPIGOT C x I I N U N Lu I W I I °' 1 I o'I I to I 4-1 I I0 21 ,110 I ..a I x, a� r ciI w DECK N co I j I M N DN �' x. SCREENED PORG I w 121 GRILL DECKF 110 I 103 i GRILL110A A4.0 ;, I A4.0 1 3 o a, x c2 1038 3 DN-- 2'- N ap = r n r n r n r- n - " r n r- n n r- n r- r r rr- r un r n n r n r 0 2 -5 {1-414 -6 I 5 15/8 R.O. 4'-101/2? 112 -011 4 21/4 2 6 1 5/ 2 6 4 21/4'" 1 3/ 4 - 1)/4' 1 4 -21/4 2'-1 3 -1 3'-2112 31-1 '/211 3 - 011 6 51 3'- 2'-5" 'L L* zt R. J J R.O. J R.O. R. F.O. R.O. 112' OA i - = O 104 O O O ------ 103 ------ M ----- 104 DN ----- O SPIG T - NON i -10114" M N ���\\ �� I 1 \` \ '/ N DN 105 - - - -KITCHEN - - - 1213 v � " _DN �:(J W126 SLOPED CEILINGAs.2 109 II 1 0 i�72 6 TWOOD FL. M .2" WOOD FL. M I '1 18' 1 r - - - 4 A8.1 2 , - -- - - -- - - - - - - - - - i � ULL-OUT , DININ 3 O `;' co -3112" 4 A8.4 2 0 � _ - - - - - - - - - - - - -r - -I- � PANTRY I I w% '� SELVES I G MASTER BEDROOM 3 _ - -1- I ' i I M o SHELVE 117 _ A8.2 9 F 1 - T - - - - - I L UING ROOM 2 1 ABOVE 11� p I I 'o I i `fl - - - - - - - - `� - co I 4 A8.5 WOOD FL. K ice ° I - I I- 17 X8.2 i i I ( 112 w I ' 3 i SAFE I G r O 3 91/2 3 -3I I i I WOOD FL. F--I N 11 ' ° - I I I MASTER CL - N U (! J co, _1_ N 1 6 w / CRUS NE i 4 A8.2 2 A8.2 REF. I ? � F LL 1 127 M d N1.4 I � � OD FL. ORDER -511 " 3 15'-0" 31/2" 2'-1"3112" I 32'-311 " 3 "2�- 114" o LEN TI N 01 co OVEN 1 CL �, W LOCK N DOORS I 128 12g1. O _ I 8 _ I Mw C 124 I I 511 " 3'-01/2" 3' 01O/2 R. 1 AV OUTDOOR � �-- �-- O O O � 3'-21/2" R.O. I '-1011 " 31/2" _ SHOWER _ - 3 "' Him- 22 "' "' 114'-7" R.O. 112" - - 10'-6rr N _ 10 - _ 1/2 - 3112" 4 - 3112" 1'-7" 2'-5" m T-10" 5 31/2" - 8 - �' ?-5" 31/2" ------ ------J HALL 'STAGGERED TUDs "' MASTER BATH 9 A8.4 7 TUDY 10 N ALL 31/ , - _ --ML - � EQ. I EQ. � _ - 51/2" 8 A8.5 6 N LOW o A8.2 11 N `? UTIL CL 11 0 7 11� o W OD FL. 113 a o 4'-3 314" 7 8 F N O 12 TRY M 2 = 07 121 iCL�I -tO3- ----- - 5'-21/ " R.O. 51/4" 2'- / " 10" N3'-01/2" 0 �, 119 A8.5 WALLim O r, M _ WOOD FL. 11 _ - WOOD FL. _ F-�-1 `�' D 1 1 M R - ________ TE ,,,� _ _SLOPED CE G 1 O 112 _ 107 109 --- OD-- WINE- - ICE N �'�T- N 4 A8.0 2 u, CO NTER REF. BUILT-IN BENCH 3112" R M co 3 -21/2" W/DRAWERS BELOW 01/2" AccEss BEDROOM R.O. 5'-8" 41/4" ,,R. N = Q 511 " 9 UDROOM - _ „ = 0 R 1 114 6 -10112' 3-6114 6'-9314 3 -61/4 5 -31/4 12 A8.1 10 A N 102 3'-2 314" -0112" 11 104 N 3'-01/2" 41 - - - ; \O - WOOD FL. R.O. R.O. WEST PORCH co-_, WOOD FL. } _ _ _ . _ o �„ a a a Q Q c?. I ENTRY W o 0 0 0 0 0 0 104A 116 115 - - - BATH cn Q 1 1 1 0 �° x DER RM - - - � V N Wa' - - - 1 WOAD FL. --�� 115 W TER o N WOOD FL. co 'SPIGOT `Z m ' 1 N o 5 �� � 'p3 J LAUN woo - - - - I O o o J M _ _ 1 STAIR_ ��y--� m m m m = _ Q Q Q Q Q Ch N D I LJ"`- M m W W W W W zo "I1 - 4 A8.3 2 1 2 2 RI ER @ 7 EA. 6 LINEN L N woo 3 1 T AD 1111 UP _ 9 A8.3 7 31/2" N 511 DF 4 31/2 5 A8.0 6 I 12 1 5112 7 8 M --_- UP I IWATER 1/2" 2r-5r, 18 6 81/2 o " rr r- rr - I _ .r 51/2" 11'-6" 5112" v W c l) CD n z z (- SPIGOT - ih w N- � � ;r, 101 w w w w EN1�RY PO CHI A4.0 T-7112" 3'-10114" 5'-21/4" 2'-61/4" �5'61/4" 1 100 -T1R.0. 1 5'-6114"1 2'-61/4" 5'-2314" 3'-1014" 3'-7" A4.0 W `� 00 00 � Q' m r _ 4 R.O. R.O. EQ EQ cn R.O. R.O. 4 OCOD - I A � � oo rn � rn 4-� 2'-4" 1 4'-9" 4'-9" 1 2'-4" 1 A4.0 A4.0 1 2 6'-0" 48'-0" 26'-0" 80'-0" z W !I �t- Q V � Iz O O W � DRIVEWAY z L,__ F, O .tatttt!!f!► U) oc *4.'Q \'•� .aa. aCJ JJO � e STONE ,`aw4`. VENEER `Jesoror'IHE -01,- .. + N ai • _ i� v a. V �/ sa %-4ry w Q "O N C 4-J ty- ci 4-1s Lo 12 5 ✓ � N / N i -- -- - --- --- - ,J 1 II II I o I II I I II I = U I II I '� w SCREENS I I O O o 1 i � W/CABLE RAILS I I II IN FRONT I T.O.FIRST FL 1 SUBFLOOR t- - — - — - - - - - - - -- -- - - - 1 - L STONE LINTEL nH ` i h, _ LATTICE y' '>, o" X . X i ✓ / ' \ Xh' r 5 1 r�y ' '<• r'v' y, rr \' X )'1 YYY { ✓n I` r. I y <� T Xr ! 'v i y, I yr' 'X 'v l< l /Y < kn \ Jl �T, j Y: ,) i' X k' x;. y' i 'X XxY > f �, y` . c� i VENEER R )',,� �' STONE E E \ ✓` .',a n }' i i I f` T.O.SLAB - - - - - - - - — -J J rT1 r� I r l I 1 V J 1 NORTH ELEVATION O 1/4 - 1 -0 BLUESTONE CHIMNEY CAP A4.0 u H � s I� � STONE VENEER A uPIP o 0 0 0 0 0 0 i V m cn J J A6.2 m < m w w w w 2 w Q A6.2 A6.2 z w ui z 8 7 p w T.O.SECOND FL o_ w w w o_ a. SUBFLOOR j ----- /// o N I ( A � 00 rn rn \ II i o I I If � II i i II � II II i I II II CDI Z I t1.1 I I O I - - -- -- -- - o I C) I II i Iu I o A6.2 - ODE W I I W OD�iVCLOSU E__ I I i 3 ---- _ — _ — _ T.O.FIRST FL _ _ T.O. FIRST FLOOR SUBFLOOR ALJ 1 - - - ---- 1 1 112 cn 7 PARGING W STOEr NEER -- ---- I un,''. iY.` ,rY /LATTICE y, ~S 86 x Y y):ti f\' ivX• ..\ '\,; T iu�{ LnW co X i r- I - I — — �-- ►..+ — W ------ I I l-j -- ----------- H �- --------------a 1 ( 0-4 z 0 'F-------------- -------------4 --------------------------4 1 Ir--------------11 2 T.O. SLAB -------------WEST ELEVATION 58p.. 1/471 BASEMENT ENTRY DOOR ELEVATION TABLE OF CONTENTS c � vk Ally LUJ A r\1 I c � ti U a C c� o co c+� co 00co LU w z w w U U # SHEET NAME 0- Of w a_ 0- v A0.0 COVER • • • • • • A1.0 SITE/SURVEY PLAN . • • • • • c AN YA2.0 FOUNDATION PLAN • • • • • • A2.1 FIRST FLOOR PLAN • • • • • • Q A2.2 SECOND FLOOR PLAN • • • • • • N O A2.3 ROOF PLAN • • • • • • c A3.0 SOUTH&EAST ELEVATIONS . • • • • • � A3.1 NORTH&WEST ELEVATIONS • • • . • • !: JU 'I'N' E 6 2019 A4.0 BUILDING SECTIONS • • • • • • � PEFI\,MIT : ' A4.1 BUILDING SECTIONS . • • j A5.0 WINDOW SCHEDULE • • • • FA Y U E U E F t& U EAN VIE AVEN 1 00,; H I L N A5.1 WINDOW FLASHING DETAILS • • A5.2 DOOR SCHEDULE • • • • rvol A6.0 EXTERIOR DETAILS • • • • A6.1 EXTERIOR DETAILS • • • • N A6,2 EXTERIOR DETAILS ENTRY AND SIDE • • • PORCHES A6.3 EXTERIOR DETAILS • • r �'l`I"` A6.4 EXTERIOR DETAILS OPTION 2 • • A7.0 CHIMNEY DETAILS • • • A8.0 INTERIOR ELEVATIONS FIRST FLOOR • • • • A8,1 INTERIOR ELEVATIONS FIRST FLOOR • • • • ' _ ? A8.2 INTERIOR ELEVATIONS FIRST FLOOR • • • • A8.3 INTERIOR ELEVATIONS FIRST FLOOR • • • A8.4 INTERIOR ELEVATIONS FIRST FLOOR . • • • A8.5 INTERIOR ELEVATIONS FIRST FLOOR . • A8.6 INTERIOR ELEVATIONS SECOND FLOOR • • A8.7 INTERIOR ELEVATIONSE2.0 BASEMENT ELECTRICAL PLAN ELE f _ I - -- • • ..> E2.2 SECOND ELECTRICAL PLAN • • o ---,. . �. r.. :' ` ".` ...:: _ .. ._.� �:: ,.: ;M�:;. - - - --- - - S1.0 GENERAL NOTES I. � - <f. S1.1 FOUNDATION PLAN • µ -- r -- - 44 9 f• - -- TION PLAN • S1.2 SHEAR WALL LOCA _--_,-_. OR FRAMING PLAN ,.,,,,--- S1.3 FIRST FLOOR • . : ^„,,.r - .,. -•,:...-:::_-::_"�:�:,,-�,..._._ -:�:��:m_----_= � ��:::�..:_":.:-:�. :_. "��-�-.....s...__.«,..�:.x-.__vim.._.__.._--=-_.� S1.4 SECOND FLOOR FRAMING PLAN • - S1.5 ROOF FRAMING- NG PLAN S2.1 t SECTION&TYPICAL DETAILS • COMPLY WITH ALL CODE S OF f'•F S ",: '1. d :-t (�� `�lt�v� NEW YORK STATE &TOWN CODES U v J AS REQUIRED '' PTA F1­7: �.-� s I d SOUTHEAST VIEW PORCH OPT A SOUTHWEST VIEW PORC H 0 r ` .T ��,�� r 7 5.' , ' S i DTOr1lPIAI�'�,rraB01>�D Z_ r _ 4. F ` �• Er 01, -y 0 �l,IS F.J. �':LL e^all EY FU L r r L,Ll FkDR L v c rvN ERRORS. �^�'� A cxterlor I,,gmin x� 173111, ,� ink died,replaced or repcired 4hall CM. fcr to Chapter 172 TRUSS PLACARDING REQUIRED cif the Town Co�� A Must provide Manuzlc ., , s7�1FiCATION "� Q Q Q Q Q Q LUt' l E F CH . V o m 0 0 m m m D, J and S as per , IPL N r CONTENT BEFORE W - -- -- KATE OF OCCUPANCY -- _ _,: ----- 1�T5r''S C SOLDER USED 1N WATER s m m -: _- �� ANN _ _ C -- - _ - I~- _ _ � SYSTEM Y - - = - �} fir► ;; - � 10'�"*C off' �yU F'Ll S - - - - 2/10 OF 1% LEAD. Q Q Q Q - I r::_ ® --- EXCEED y ---__ - e -_- --_- - - -- - _ Ct1fI duCtv'rOri; m m w w w w w - -- �:xr - tenting required. A w w , ,y:, ., PLUMBING '` ;I'�"J''� '`h.`:,}l,.•.r Nl ,��. �'�': `5 �v` .t :x y?S•, x�y>,,y";, fy" ,� `� a` ' WASTE ALL PLUMBING .- ',�' 'f,}: /:.� ;✓,%`rYV�r �4�✓, 1: `.,,r, ','�? ,1 :l;`' -7 -- LINES ?i- ;:','• a ;,, 'r 1 TER Lif NIL-ED z z - z .:� DO NOT PROCEED V` H NG n RING ►� w - w w w FRAMING UNTIL SURVEY TESTING BEFORE co'vE U, w w w w w OF FOUNDATION LOCATIO": RETAIN STORM Vv'ATTR RUNOFF HAS BEEN APPROVED. PURSUANT TO CHAPTER 236 OF THE TOWN CODE. 00 00 co co r�.�w. O F CN NORTHEAST VIEW NORTHWEST VIEW .J w U W W j z a 0 • ,M !'t �.-e,=µ�.�' '�-'�1a`• #res M F I P N::;:♦i.:r{:"s+y�iii h O a• 4'!4h:y+a+! �, t`)�F @ Y'.aa6'4i-'k \ 59 58 \\ 57 56 60 / 44. �\ \ r d i-j 61 / GI( ERATO \ \ \ ` _ 62 SIDE n \ (3)AIC / \ \ \ / \ CONDENSERS PORCH SCREENED PORCH \ — 63 ~ m 60 61 / I 62 / _ `q 64 DECK � �� \ � � 65 / 1.. / DE PO / 59- z 60 61 2 \' +63.5' - -- _ WALK gY 63 C� I \ / O ENT Y H o( . / DORC / 64 ✓ — _ 65 66 BUILDING SET / / ACK LINE — --- _ - - - - - - - - - - _ _ -- GRAVEL`DRIVEWAY- — — — — — — — — — — — \ 66 \ Q 63 64 V 65 66 LLJ / 67 \ A EXISTING UTILITY POE 68 `� w 68 \ W rn 69 \ z w \ \ Q 00 \ r \ LOT LINE \ � W Lo 70 LLJ � Z M1 r On CF , ..a ry Y /G� n µ. V! 00 O N fl � p u A4.0 A4.0 V 1 2 -� COLUMNS CENTERED ON N p T-7114" 19' 4" POSTS ABOVE 33'-4" 8'-9 3/4" Lo 6'-8" 6'-8" 6'-8" 6'-6" '~ ' Z7 1. � dn' - - - - -gyp- _- ----- - ® -- -- -�-- -- -- - - oC C N I F 1 C � 54'-0" to op p v 20'-o ;.� WATER SPIGOT A4.0 A4.0 9" EQ.2 9" EQ.2 9" EQ.2 L.9" CABLE RAIL WATER 1 2 O CABLE RAIL4. SPIGOT C N I e' t�- u I w FMrl 0 71 Ln of 1 0 w o I � 0DECK I DN �' SCREENED PORO 1uj GRILL DECK 110 103 i �„ GRILL 110A A4.0 A4.0 3 L? i 103B 3 DN 0 2 5 -6 i 5 15/8' R.O. 4 -101/2 1/2 01/ 4' 21/4 2 -L. 6 15/8 2 -6' 4 -21/4 131 4 - 114 -1 4 -21/4 2 -1 3 1 3 21/2 3' 1 /2' 3 011 " 6' 51/ 3 -10114 2 5 1!2' OA , R. JO 104 O R.O. O 1 O R.O. R. 0. ( R.O. ----- 103 ----- r, ----- 104 DNJ 1 O 101/4' _ NON L i ----- r q N DN 105 TV N - - KITCHEN 12$ 1 N i --- -- -- - -- ,----- ----- -- - ----- ----- - WATER O ui = 126 SLOPED CEILING - N cl, A8.2 109 I 1 0 �2 _ 6 0 SPIGOT 8 WOOD FL. _ 1 1 co 2 WOOD FL. M 18' V 4 A8.1 2 - - - " r PANTRY DININ 1 3 `�S VES i 3112 4 A8.4 2 G o m MASTER BEDROOM 3 ~j �N N � _ � � F� DI' SHELVE 117 _ r — — — — f� M — — I — — I 1 ABOVE � .� LIVING ROOM_ - _ _ i 4 A8.5 co WOOD FL. o ^ d L - - - 7 A8.2 i I I 112 3 i SAFE G H O K 3'-10" 3'-3" I i ii I 1 WOOD FL. � � °° M ° — —1— - = I I = ' MASTER CIL N / CRUSHED i 4 A8.2 2 A8,2 REF. I m d� F LL 1 127 I N STONE � OD FL. BORDER 11 3 15' 0" v 3112" 2'-1"31/2" 0 1 32'-311 " 3 "2�- 114" - o LEN TI IW - Q H _ MIR OR <, O `? — Lo VOVEN / CL 124 �;, w LOCK N DOORS 1 `� 128 129 WABV511 " 3'-0112" 3' 0112" R. 1 "OUTDO R - -- _ -- j 3' 21/2" R.O. 101/ " 3112" _ "' — — —SHOWER ,n O �, c� — — - 14'-7" R.O. - 112" 10' 0 �4 ' 1 0 �cl) 2112" 31/2" 31/2" 1'-7" 2' 5" T-10" 5 31/2" 8 — "' T 5" 3112" J HALL � ----- 5 STAGGEREDITUDifMASTER BATH R 9 A8.4 7 TUDY ALL 311 ' - - -- IAt - EQ. I EQ. N 1/2" 8 A8.5 6 N LOW g F o b I UTIL CL o o OD FL. 113 0 0 4'-3314" 7 119 A8 5 WALL 120 N O - A8.2 11 N 11 7 11M M I 12 TRY M 2 07 121 ACL -N _103- --- p 5' 211 ' R.O. r, 5114" 2'- /^" 10" �,3'-01/2" 0 OOD FL. 11 WOOD FL_ _ -- - _ Lo M i `'' 1 1 c� R — - - 'SLOPED CEILI GI-U ,o ICE N 1 O D 112 - N 4 A8.0 2 3'-5112"1q/2" 109 --\n>- }- --- -------- I - -------- - / ---� CO NTER REF. BUILT-IN BENCH 3 1/2" R M 3 ------- / 3-21/2" W/DRAWERS BELOW 3' 0112" R.O. 2 -1 1/2 5 � I _ / R.O. ACCESS BEDROOM 5 v " 9 UDROOM „R. . ! PANEL I O 0 10 12 A8.1 10 R 1 cn 114 6'-101/2" 3'-6 1/4" 6'-9 3/4" 3'-61/4" 5'-3 114" `-) - - m A °° 0 11 104 "' — _ _ n Lo WOOD FL. R.O. R.O. 102 3'-2314" '-0112" 3'-01/2" 41 Q m ° BOO WEST PORCH _ wooD FL. - w -� R.O. M �� ENTRY ^ „ r u o 0 0 � o m 104A 116 115 - - - 1 1 BATH w o b uJ, N fn 0 _ — _ / ®I N w� �,� DER RM - _ - I WOAD FL. 115 WATER o V 1 N 5 to � OOD FL. SPIGOT r m M LAUN WOOD - - - - I o "' 41OA o � 9 m m m m m M _ 1 STAIR ter'' - w w w w w I `" bo M 10 D ti - 4 A8.3 2 1 2 2 RI ER @ 7"EA. 6 , - f A `i' LINEN L N woo 3 1 T ADS 11" ___�<9 A8.3 wr«r,, 3112" �, o UP 1 8 = 1-1 w w w z 1/2 18 m6 8112 ° 1 :5)' 4 31/2" 5 A8.0 6 12'-1" 5112 — 7' 1" 5112' 11'-6" 51/2" `" WATER 2'-5' c, " r SPIGOT - " 101 r, Of � n 1 10177711 EN"PO PO CH -- 3'-71/2" 3'-101/4" 5'-2114" 2'-6114" 15'6114" 1 100 -7"I R.O. 1 5'-6114"I 2'-6114" 5'-23/4" 3'-1014" .-'3'-7" W ,� oo A4.0 ol op A�.O M o \ 4 R.O. R.O. EQ EQ R.O. .4. A Lo � m m 1 2'-4" 1 4'-9" 4'-9" 1 2'-4" 1 o A4.0 A4.0 2 0 � I _ 6'-0" 48'-0" -- 26'-0" �'' 801-01. W II / Q / 1 w / LL- DRIVEWAY � w DRIVEWAY ' a " " � gas 00 N U w C O uo v. p U I.y A4.0 A4.0 1 2 LLn � c Ln F- — — — — — — — — — — — — — — — — — — — — — — — — — — —I Q r I I I I I I � i I � I I `q I I I I I I I I I I I I I I I I I A4.0 I A4.0 3 I I 3 I I _ I I I L - - - - - - - - - - - - - - - - - - - - - - — I - - - - - - - - - - - - - - - - - - - -- - ( I L- — — — — — — — — — — — — — — — — — — — — —— I I I H I i I I STORAGE I (PLYWD.FLOOR) I - 3112" 4'-4" 3112" 4'-3" o � I " = LINEN MM PED CEILING °O SLOPED CEILING FTS M r, M 31/2" L LIED 2'-101/2" N--{ ----------- ----- ------------------ �- -- ------ --2Q4 -- --------- ---------------- --------------- X - �o _ 4 A8.6 2 1' 01/4' 2'- 7 l2' 2'- t.' 11 201 ¢� Ic - UNFINISHED ATTIC I (� HAL R.O.151-3 Ri'�ATCH 1 2 R N (PLYWD.FLOOR) 201 3'-2 3/4" -101/2" R.0 "72''.10" 2' AB o � I � � D I - DN OF ROOF `� BEDR00 _ 1/2 311 , 51/2 2 1/2"m 10 BEDROOM - — - - — w M zt -------- RIDGE _ 8 A8.6 g HVAC 13 A8.6 11 204 I EQ 202 EQ N i 7 N 12 D _ ------ I A 1/ " 2'-101/2" 10 3/ " 2' 101/2" 711 " BATH SLOPED CEI ING -------- �, M l i �, I W R.O. 1 --- o----------------------- 3 ! " R.O. -------- M i 203 L--- U 6 SLOPED CEILING 0 0 0 0 0 0 --------- CL N — , - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� W - - OM -_$ R-- o A Ji I I 4' 1" 5'-6 3/4" o u L I ; HELVES? _ _ N S FLVES I rn - N I C I I N m -------- EQ I EQ � m m m m m EQ EQ 5112" 3'- 114" 51/c' m w w in w w 51/2„ 4' 1" 112" :!! w A FLAT C ILING IN I Zo I OUTSIDE FACE OF STUD WALL BELOW DORMER(TYP.) BUI T-IN "� z w w w:—> z ~ v DRA ERS C/) a � UJ w m w 7EQEQ� T-6114" R.O. 13'-611 " R.O.EQ EQ EQ EQ EQ EQof 01 01 A JI oo rn - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - � 4'-1114" 5'-0" A4.0 I I A4.0 0 z - -- - � W n A4.0 A4.0 00 < <1 2 J W co Ln W (D Z LLI %�'a<citi�a'�Naeaaa `4> >ti n"Z•y ftp,+a+a ''"`.a f , A202 00 O u C,q w A4.0 A4.0 o 2 < Ln Ln Cq Cq GUTTERS Lu I I — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — —— — —— — — — — — — — — — — — — — — — I I - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— - L -J STONE CAP I u c� f I I I �- OUTLINE OF CHIMNEY EXTERIOR BELOW RIDGE I O F—i I L - - - - - - - - - - - - - --J I CHIMNEY CRICKET I i I rT1 I ; I I SHINGLED RIDGE(TYP — - -- — — — — — — — — — — — — — — — — — — — — — — — — — — (Z) 0 0 0 m — — — — — — — — — — — — — -- F- — — — — — — - - - - - - - - - - - J I I I I ui ui ui Of j j I / Lu OUTSIDE OF STUD WALL BELOWL— I I L'i UJ w w w ckf olf Of r- CD CD 00 GUTTERS L - - - - - - - - - -- - - - - - - - - C I D W II A A4.0 A4.0 .j/ 4 0 2 OZ � 0 cl—, IR,ID A A203 00 D N O W � V BLUESTONE _ CHIMNEY CAP C p X v STONE //yy VENEER ry -+ � o 4 cn 12 12 12 `fin d � ASPHALT SHINGLES 5'T.W.(TYP.) A6.2 A6.2 1 I 3 CD Ji w w 6 x = x w w x — —a 12 - - - - - - - - - - - - - - - - - - - - - - - - - - T.O. SECONDFL iSUBFLOOR coF- _ Lu = Vol m. Lu o ¢ ALASIKAN YELLOW rpnAR SHING.1 ES 5" = E ED E I . ..........._. . . . _ T.O.FIRST FL — - - — - — - — - — - — - — - — - - — - — - — - — - — — - — - — - — - — - — - SUBFLOOR PARGING PARGING PARGING 1 SOUTH ELEVATION 1 1/47) ' = 1 -0" � H O W STONE VENEER A V o 0 0 0 0 0 12 12 x 9 9 m w Q CO ¢ a¢ m w w w w w A w 0 W T.O.SECOND FL _ _ _ _ _ _ - - - _ _ - c> > > > � SUBFLOOR � � O a_ II W o0 02 w oo rn I I ^ o rn oo co I I = = II II I � I w II II II II z I w ¢ ¢ I o I O I �— I II ILL. LLII I iLLJrTi T.O.FIRST FL — — — _ SUBFLO0R -- -- -- -------44 ------ PARGING STONE VENEER I I I I C!) EXISTING GRADE I _ II co -4 1 _ Lo EAST ELEVATION ---__ _— cr, p • ur p � 4w a° '.*A.tiles*P?, js➢C���9M �•y4•�+! � df 'awek+e2' �!t �rq9 Note wit r V J 00 L i L ui STONE `0 a VENEER " C u t , � V � ry O , 110 N � O h_ 12ryol, 5 N N it II i II _ II o II - II ti oo w SCREENS AA O o O OO O OO W/CABLE RAILS IN FR II � ONT I1 AH II T.O.FIRST FL I I SUBFLOOR (-- STONE LINTEL II II r F1 ii w STONE VENEER o I r---j W II r—J o V �{ r_J r- I —J r�^ T_. L - - - - - - - — O H 1 NORTH ELEVATION 1/417 BLUESTONE CHIMNEY CAP STONE VENEER A W 0 0 0 0 0 0 0 U 80 A6.2m w w w w w Uj 2 w A O A6.2 A6.2 '�] z w w w z ~ 8 7v w w w U w o: � T.O.SECOND FIL of [if � °- - - — - - - - - - - - S U B F L 0 0 R � o rn 00 \ cD II o i A II II - II I II I cn II O f— I I O A6.2 LJ I I — 0DINCL0.&U I 3 J W — —_ --- — L T.O.FIRST FL LLJ I STONE LINTEL STONEIVENEER -- --y- I I PARGING II II � — I ------------- a I cl- ----------- a I -------------- O I L------------ I I ►+Y1 z I 1 I I I WEST ELEVATION 2 v j 00 O O 12 fl Q cn V, 1 p v B.O. CEILING JOISTS v - - - - - - - - - - - - - - - 87' -21/4.. � 0 c ;x 5 u ' � ,n �' BEDROOM 1 ti� I-------- A6.1 -- 12 J) ' 204 ' _,'..............._.. I � 1 a __-__ __.._..___ B.O. TIE BEAMS - — - — - �-- �, � T.O. SECOND FLOOR SUBFLOOR TIE BEAMS — — — 781 -4" ��ti _ --- ---� Fs 78'- 1" T.O. PLATE 117/8°WOISTS @ 16"O.C. - - - - - - T.O. PLATE v " 77' - 1" N BEDROOM -- I I LIVING ROOM — � is i � _..i LL — 114 ----- - i I 112 -- I 00 II --- — ---------- ---- 8 4 - - T.O. FIRST FLOOR SUBFLOOR - - T.O. FIRST FLOOR SUBFLOOR 67 -71/2 67' -71/2" -- _ _Eli 91/2°I-JOISTS @ 16°O.C. i T.O. FIN. DECK& PORCHES 2X12 DECK JOISTS @ 16"O.C. — 6T- 1° T.O. FIN. DECK& PORCHES - - -- -_- _ T.O. FOUNDATION WALL 671 - 111 rj�kFIN. GRADE ENTRY ---- - - EXISTING GRADE 66' -91/2" @ SUPERIOR ( ___-_- - _ 661 -011 Wf#LLS FOUNDATIONi& `" 9'-�"Xi WALL SECTION C I - 3 1/4)) = 1 '_o" T.O. SLAB ^^ ; 58'-2" H D.O. FDTN WALL r ^ 1 SECTION A W- 1/4" 1 '-0" O W e A4.0 H 1 A6.0 I 4 A4.0 A4.0 12 12 112— T.O. PLATE- DORMERS 4 s .,dhagru!t,l�eorre A 9 — 9 9 ��vty., ------ - --- - 86'-51/2" �, . r W 4,s `" O/" 's --- ------�_— yea C5 ra.9+raaye)s* I»•`f °'t , Ail Q Q Q Q Q c:i A6.2P "Tttf Sty�*" m m m m m m 2 = eeye w W a W a Q G• w w w w w w @� 12 12 9 5 I 1 �`L CD > > > uFILING JOISTS 0 - - T.O. PLATE- ENTRY PORCH - - - - - _— 2x12 CEILING JOISTS @ 16"O.C. - 77 -11/2" B.O. CEILING JOISTS W — I H o M BEDRM ' — - 76'- 1 1/2" MASTER B EDR00 STUDY _ ---� I ` 0 - 'i 0 ," I CD - T.O. FIRST FLOOR SUBFLOOR -- - I -------- 67'- -... .. f 67'-71/2" I F � W II - _ - T.O. FIRST FLOOR SUBFLOOR Z ►-a O. FIN. DECK& PORCHES -2X I6 0�:"._'_".' — — 67 - 111 — — — — — — 91/2"WOISTS @ 16"O.C. — — — — — — 67' -7 1/2" Q u \ O. FOUNDATION WALL gk T.O. FOUNDATION WALL w — 66' -9112" FIN. GRADE @ ENTRY I 66' - 9112" L SECTION D FIN. GRADE @ ENTRY 66 -0 C� W 41/4$) = 1 -0 I I z co 66 -0 rr, Lo A4.0 I W m o - - - - - - - - - - T.O. SLAB 58' -2-2" A4.0 SECTION B A4.0 4 1/417 _ 11-0„ a • U) 00 C r-+ WINDOW SCHEDULE , ROUGH OPENING ADDITIONAL L FRAME SIZE DETAILS c TYPE MANUFACTURER TYPE MODEL No. MATERIAL WIDTH HEIGHT WIDTH HEIGHT DESCRIPTION U-VALUE EGRESS NOTES — u p v A MARVIN DOUBLE HUNG CUDH-NG4030 E CLAD 3'-10 1/4" 5'-8" 3-9114" 5'-71/2" IZ3[HURRICANE] YES B MARVIN DOUBLE HUNG CUDH-NG2420 CLAD 2'-6114" 4'-4" 2'-51/4" 4'-31/2" IZ3[HURRICANE] v " C MARVIN DOUBLE HUNG CUDH-NG3624 CLAD 3'-61/4" 4'-8" 3'-51/4" 4'-71/2" IZ3[HURRICANE] ry «--� D MARVIN DOUBLE HUNG CUDH-NG3626 E CLAD 3'-6114" 5'-0" 3'-51/4" 4'-11 112" IZ3[HURRICANE] YES w E MARVIN DOUBLE HUNG CUDH-NG3022 CLAD 3'-0114" 4'-4" 2'-11 114" 4'-31/2" IZ3[HURRICANE] F MARVIN DOUBLE HUNG CUDH-NG2424 CLAD 2'-6114" 4'-8" 2'-5114" 4'-71/2" IZ3[HURRICANE] N C G MARVIN DOUBLE HUNG CUDH-NG3024 CLAD 3'-01/4" 4'-8" 2'-11 1/4" 4'-71/2" IZ3[HURRICANE] , d- H MARVIN AWNING CUAWN4832 CLAD 4'-1" 2'-7 3/4" 4'-0" 2'-71/4" IZ3[HURRICANE] $�, J MARVIN DOUBLE HUNG CUDH-NG4432 E CLAD 4'-21/4" 6'-0" 4'-1 1/4" 5'-11 1/2' IZ3[HURRICANE] YES K MARVIN DOUBLE HUNG CUDH-NG3224 CLAD 3-21/4" 4'-8" 3-1 114" 4'-71/2" IZ3[HURRICANE] C Lo 9j \0 GENERAL WINDOW NOTES: l. > 1) BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AT THE BUILDING AND SHALL BE RESPONSIBLE FOR THEIR CORRECTNESS. ANY DIFFERENCES WHICH MAY BE FOUIND SHALL BE SUMBITTED TO THE ARCHITECT FOR DECISION BEFORE PROCEEDING WITH THE WORK. (V 2) PROVIDE SHOP DRAWINGS FOR REVIEW. N 3) SEE WINDOW ELEVATIONS FOR MUNTIN PATTERN. 4) PROVIDE TEMPERED GLASS AS REQUIRED BY LOCAL BUILDING CODES. 5) ALL MARVIN WINDOWS TO BE HURRICANE RATED (IZ3) WINDOW OPTIONS: 1) SCREENS - HALF SCREENS FOR DOUBLE HUNG WINDOWS, (WHITE) 2) HARDWARE - WHITE SASH LOCKS 3) MUNTINS - 7/8" SDL W/ALUMINUM SPACER BAR 4) INTERIOR - PRIMED 5) GLASS: MANUFACTURER - MARVIN GLAZING - DOUBLE PANE TYPE - CLEAR LOW-E 270 U-VALUE - 0.31 SHGC - .050 VT - 0.57 CR -55 GAS - ARGON FILLED 6) EXTERIOR CLAD - WHITE 7) EXTEROR CASINGS & SUBSILLS - 2" AZEK SUBSILL, 5/4X4 AZEK CASINGS. A/ 8) JAMB EXTENSION - TBD W 9) PROVIDE COPPER SILL PAN & VICOR FLASHING AT ALL WINDOWS & COPPER HEAD FLASHING @ WINDOW HEAD CASING 10) INTERIOR CASINGS, STOOLS & APRONS. ANDERSON MCQUAID CASING AM3028 n� H W 3' 0114" R.O. 3'-6114" R.O. 3'-61/4" R.O. 2'-6114" R.O. L 3'- 10 1/4" R.O. W o C5 o -v o co p O 51/2WINDOW I-- " 1�2„ _ 1 ,-0„ A WINDOW D WINDOW C WINDOW B x Q Q Q 3 U o 0 0 1/2" = 1 '-0" 1 2" = 1 '-0" 2.-T/Tr—= , "1 -0� � 1 WINDOW A �12 = 1 -0 m m m w w w L 3'-21/4" R.O. L 4'-21/4" R.O. 4'-1 R.O. 3'-01/4" R.O. 3" 3'-01/4" R.O. 2'-61/4" R.O. A 41 z z cv u af a m O � O ZV O O W °O rn ooo A 8 WINDOW H 1/2" — 1 '-0" 0 � o ` I WINDOW K WINDOW G WINDOW F I �W II a N 1/2 = 1 —0 „ _ 1 '-0„ gWINDOW J � 1/2 ' — V-071 _ cv co O :z a z � 0 �.�al811i69f4M��l ~ Rww-j' A5 0 f ww•u rwa 40 y � 4 Vl oc o N FOLD AIR BARRIER UP W #' AT HEAD AND OUT AT O u . � JAMBS, AND PIN �--- --�---.�.� # r AIR BARRIER TEMPORARILY ° u I (BENJAMIN OBDYKE 2X6 ROUGH FRAMING T - __ HYDROGAP BUILDING I WRAP, TYP. o 4-4) I ° " OSB SHEATHING _ �+ Q71 N CUT AIR BARRIER— ALONG ARRIER ALONG HEAD JAMB, I t I x DOWN CENTER OF i `n WINDOW OPENING, ( `" n AND ALONG DIAGONALS 1 o (SOLID LINES) WINDOW OPENING! -) BEHIND AIR BARRIER > \ \ N k (DASHED LINES) " ' \ j' FOLD AIR BARRIER— FLAPS ARRIER FLAPS AT JAMBS INTO OPENING AND SECURE ! INSTALL SEAM SEAL L ' ' TAPE AT HORIZONTAL INSTALL SILL PANNING CUT IN AIR BARRIER FOLD AIR BARRIER ACCORDING T INTO OPENING AT SILL MANUFACTURER'S INSULATE CAVITIES - AND SECURE INSTRUCTIONS I v j SINGLE-STUD FRAMINGBSCALE: SHEATHING AIR BARRIER AIR BARRIER SILL PAN AIR BARRIER A SCALE: NOT TO SCALE NOT TO SCALE SCALE: NOT TO SCALE D SCALE: NOT TO SCALE E SCALE: NOT TO SCALE F SCALE: NOT TO SCALE O ( w ! W --�— FOLD AIR BARRIER ?� � I Cly INSTALL CASING AND DOWN & OVER HEAD - �-�\ ;N SHINGLES w / ,. INSTALL FLASHING AT APPLY SEAM SEAL � # -'�`- ---- INSTALL DRIP CAP - -- ✓ _ HEAD TO COVER DRIP TAPE OVER CAP & SIDE FLASHING � WITH SEALANT; ,; - - -- ---_ - - I — __. .. � - --. -- _ � � ; _ =�• � _ � DIAGONAL CUTS - ' CAP TO EXTEND " . . PAST WINDOW FRAME LEVEL AND INSTALL '.i � - ! I �. ` � ' '; �,: ; ;• F�1 MARVIN WINDOW & NAILING FINS WITH 2 ROOFING NAILS WITHIN rk_ 1 nAPPLY VERTICAL STRIPS --===` -�-----— • ;-;� �� `' � 4 FROM JAMB i --._ --��.� 1, �..._ ��� ;; �-�-,,_ =-�� OF SELF-ADHESIVE PER MANUFACTURER'S ! i,f - =r INSTRUCTIONS FLASHING OVER NAILING FIN & AIR BARRIER; 3TIT :! MAKE CUTS AT HEAD TO ALLOW FOR DRIP I EDGE & EXTEND i i' ! f a I ; ;I BELOW SILL I w m m m "� w w w �".� ��„'\;;. i a �'�'-_ it I t',• J ��'�;�.,_ .t � '•I �"'-�;.;�;.,_� is �''�-��.., -�"��„���_ (j '.-•1 CD Y- LLJ EYE t w w t e a \ P2 00 00 co rp ;1 WINDOW DRIP CAP FLASHING FLASHING FOLD AIR BARRIER SIDING Q C • NOT TO SCALE SCALE: NOT TO SCALE I SCALE: NOT TO SCALE V SCALE: NOT TO SCALE KSCALE: NOT TO SCALE IG SALE. � L SCALE: NOT TO SCALE \ W cn CD W z H Q ir Li ww CD zLo o � Z lo As * z o Y* k m 3 W co 00 01 6'-7" DOOR SCHEDULE -- CD - N l'-6" 3'-0" 1'-6" 3 -0' ROUGH OPENING DOOR SIZE ADDITIONAL DETAILS C..,) JAMB HARDWARE w # MANUFACTURER MODEL No. STYLE MATERIAL WIDTH HEIGHT WIDTH HEIGHT THICKNESS THICKNESS SET DESCRIPTION NOTES r 001 THERMA-TRU CCR100 EXTERIOR DOOR FIBERGLASS 3'-81/2" 7'-21/2" 3-6" 71-011 13/4" F p 001A CUSTOM SCREEN DOOR ALUMINUM 3'-8112" T-2112" 3'-6" 7'-0" 11/2" B WHITE BAKED ENAMEL FINISH 002 TRUSTILE TS5000 5 PANEL DOOR PRIMED POPLAR W/MDF PANELS 2'-10 1/2" 6'-10 1/2" 2'-8" 6'-8" 13/8" K r v a 4" 4" 003 TRUSTILE TS5000 5 PANEL DOOR PRIMED POPLAR W/MDF PANELS 2'-10 1/2" 6'-10 1/2" 2'-8" 61-8" 1 318" L V 0 4-4 m 004 TRUSTILE TS5000 5 PANEL DOOR PRIMED POPLAR W/MDF PANELS 2'-10 1/2" 6'-10 1/2" 2'-8" 6'-8" 13/8" N ry LL C 4 ITE 005 TRUSTILE TS5000 5 PANEL DOOR PRIMED POPLAR W/MDF PANELS 3'-21/2" 6'-10 1/2" 3'-0" 6'-8" 13/8" G �( w w 006 TRUSTILE TS5000 5 PANEL DOOR PRIMED POPLAR W/MDF PANELS 3'-21/2" 6'-10 1/2" 3'-0" 6'-8" 13/8" N REPLACE TOP TWO PANELS WITH LOUVERS TO ALLOW FOR `�, Lu VENTILATION;PROVIDE SCREEN BEHIND LOUVERS u ZD O > 0 007 3'-0" 6'-8" 11/2" (none) � 1`- Ln O - `'' 101 CUSTOM DOOR Wl SIDELITES FIR 3'-21/2" T-2112" 3'-0" T-0" 2114" A WOOD DOOR,WOOD FRAME;INSULATING GLASS,SDL W/ALUM.SPACER BRASS ROD BAR;FOR PANELS AND GLAZING,OGEE STICKING INSIDE,PUTTY GLAZE cn n 3" 1/ ' 3" (SATIN NICKEL PROFILE OUTSIDE.WHITE WEATHERSTRIPPING.INCLUDE WOOD VE TICAL PLATED) SCREEN DOOR N4 P NE S 101A CUSTOM SCREEN DOOR FIR 3'-2112" 7'-2112" 3'-0" T-0" 1" B 102 SIMPSON P-2011 DUTCH DOOR FIR 3'-2112" 6'-10 1/2" 3'-0" 6'-8" 13/4" 1 4-LITE,WOOD FRAME,INCLUDE WOOD SCREEN DOOR 102A CUSTOM SCREEN DOOR FIR 3'-2112" 6'-10 1/2" 3'-0" 6'-8" 1" B rye, 103 MARVIN CUIFD-5080 FRENCH DOOR(PAIR) CLAD 5'-13/4" 8'-0" 5'-0 3/4" 7'-111/2" 11/2" D IZ3[HURRICANE] SEE MARVIN NOTES BELOW CLAD DOOR,WOOD FRAME.INCLUDE WOOD SCREEN DOOR aN^. VARIES 103A CUSTOM SCREEN DOOR FIR 3'-2112" 7'-21/2" 3'-0" 7-0" 1" B N 103B CUSTOM SCREEN DOOR FIR 3'-2112" T-21/2" 3'-0" T-0" 1" B DOOR 101 - CUSTOM FRONT ENTRY DOOR DOOR 102 - SIMPSON P-2011 CUSTOM SCREEN DOOR 104 MARVIN CUIFD-5080 FRENCH DOOR(PAIR) CLAD 5'-1314" 8'-0" 5'-03/4" 7'-111/2" 11/2" D IZ3[HURRICANE] SEE MARVIN NOTES BELOW 1/2" - 1 -C 1/2" 11-011 1/2" 11-011 104A CUSTOM SCREEN DOOR(PAIR) FIR 5'-13/4" 8'-01/2" 5'-0 3/4" T-11112" 1" B CLAD DOOR,WOOD FRAME.INCLUDE WOOD SCREEN DOOR 105 MARVIN CUIFD-3070 FRENCH DOOR CLAD 3'-2112" 7'-2112" 3'-1112" 7'-2" 13/4" E IZ3[HURRICANE] SEE MARVIN NOTES BELOW-CLAD DOOR,WOOD FRAME,INCLUDE WOOD SCREEN DOOR 105A CUSTOM SCREEN DOOR FIR 3'-2112" 7'-2112" 3'-0" T-1114" 1" B 106 TRUSTILE TS5000 5 PANEL DOOR PRIMED POPLAR W/MDF PANELS 3-0112" 6'-10 1/2" 2'-10" 6'-8" 13/8" J 5'-15/8" R.O. 107 PRIMED POPLAR WIMDF PANELS 2'-6" 6'-8" 11/2" P 5'-0 518" 108 CASED OPENING 3'-01/2" 6'-10 1/2" 2'-10" 6'-8" 3-2112" R.O. 109 TRUSTILE TS5000 5 PANEL DOOR PRIMED POPLAR W/MDF PANELS 3'-01/2" 6'-10 1/2" 2'-10" 6'-8" 13/8" K T-11/2" 110 CASED OPENING 5'-2112" 8'-2112" 5'-0" 8'-0" 111 CASED OPENING 3'-01/2" 6'-10 1/2" 2'-10" 6'-8" 112 TRUSTILE TS5000 5 PANEL DOOR PRIMED POPLAR W/MDF PANELS 2'-10 1/2" 6'-10 1/2" 21-8 6'-8" 13/8" H 113 TRUSTILE TS5000 5 PANEL DOOR PRIMED POPLAR W/MDF PANELS 2'-10 1/2" 6'-10 1/2" 2'-8" 6'-8" 1318" N 114 CASED OPENING 3-0112" 6'-10 1/2" 2'-10" 6'-8" 115 TRUSTILE TS5000 5 PANEL DOOR PRIMED POPLAR W/MDF PANELS 3'-0112" 6'-10 1/2" 2'-10" 6'-8" 13/8" L 116 TRUSTILE TS5000 5 PANEL(POCKET) PRIMED POPLAR W/MDF PANELS 5'-10 1/26'-10 1/22'-106'-8 1314 Q 117 TRUSTILE TS5000 5 PANEL(PAIR) PRIMED POPLAR WIMDF PANELS 4'-2112" 6'-10 1/2" 3'-0" 6'-8" 13/8" P _J 118 TRUSTILE TS5000 5 PANEL(PAIR) PRIMED POPLAR W/MDF PANELS 4'-21/2" 6'-10 1/2" 3'-0" 61-8" 13/8" P 119 CASED OPENING 3'-2112" 6'-10 1/2" 3-0" 6'-8" rrrr 111 120 CASED OPENING 3'-2112" 6'-10 1/2" 3'-0" 6'-8" 121 TRUSTILE TS5000 5 PANEL DOOR PRIMED POPLAR W/MDF PANELS 2'-10 1/2" 6'-10 1/2" 2'-8" 6'-8" 13/8" N n^ N N 122 CASED OPENING 3'-2112" 6'-101/2" 3'-0" 6'-8" ti - � W N 123 CASED OPENING 4'-2112 6 -10112 4 0 6 8 124 TRUSTILE TS5000 5 PANEL(PAIR) PRIMED POPLAR W/MDF PANELS 4'-21/2" 6'-10 1/2" 4'-0" 6'-8" 13/8" Q r ^ J 125 TRUSTILE TS5000 5 PANEL DOOR PRIMED POPLAR W/MDF PANELS 3-0112" 6'-10 1/2" 2'-10" 6'-8" 13/8" M 126 CASED OPENING 3'-0112" 6'-10 1/2" 2'-10" 6'-8" 127 TRUSTILE TS5000 5 PANEL DOOR PRIMED POPLAR W/MDF PANELS 3'-0112" 6'-10 1/2" 2'-10" 6'-8" 13/8" J 128 TRUSTILE TS5000 5 PANEL DOOR PRIMED POPLAR W/MDF PANELS 3'-0112" 6'-10 1/2" 2'-10" 6'-8" 13/8" K O H 129 TRUSTILE TS5000 5 PANEL DOOR PRIMED POPLAR WIMDF PANELS 3'-0112 6'-10 1/22'-106 -8 13/8 J 201 TRUSTILE TS5000 5 PANEL DOOR PRIMED POPLAR W/MDF PANELS 2'-10 1/2" 6'-10 1/2" 2'-8" 6'-8" 1318" J 202 FRAMED OPENING PRIMED POPLAR W/MDF PANELS 2'-10 1/2" 6'-10 1/2" 2'-8" 61-8" 203 FRAMED OPENING PRIMED POPLAR W/MDF PANELS 2'-10 1/2" 6'-10 1/2" 2'-8" 6'-8" (T1 204 TRUSTILE TS5000 5 PANEL DOOR PRIMED POPLAR W/MDF PANELS 2'-10 1/2" 6'-10 1/2" 2'-8" 6'-8" 13/8" J ►�-``�� MARVIN CU I FD-5080 MARVIN CU I FD-3070 205 TRUSTILE TS5000 5 PANEL DOOR PRIMED POPLAR W/MDF PANELS 2'-10 1/26'-10 1/22'-8 6'-8" 13/8" N 1/2"= 11-011 1/211 = 11-0 " 206 TRUSTILE TS5000 5 PANEL DOOR PRIMED POPLAR WIMDF PANELS 2'-10 1/2" 6'-10 1/2" 2'-8" 6'-8" 13/8" J � (� 207 TRUSTILE TS5000 5 PANEL DOOR PRIMED POPLAR W/MDF PANELS 2'-10 1/2" 6'-10 1/2" 2'-8" 6'-8" 13/8" N H 208 TRUSTILE TS5000 5 PANEL DOOR PRIMED POPLAR W/MDF PANELS 1 2'-2112" 6'-10 1/2" 1 2'-0" 61-811 13/8" 1N w 209 TRUSTILE TS5000 5 PANEL DOOR PRIMED POPLAR WIMDF PANELS 2'-10 1/2" 6'-10 1/2" 1 2'-8" 6'-8" 13/8" L GENERAL DOOR NOTES: 1)BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK,THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AT THE BUILDING AND SHALL BE RESPONSIBLE FOR THEIR CORRECTNESS. ANY DIFFERENCES WHICH MAY BE FOUIND SHALL BE SUBMITTED TO THE ARCHITECT FOR DECISION BEFORE PROCEEDING WITH THE WORK. 2)SEE PLANS FOR HANDING. i"�'k0 App/,�oillt 3)PROVIDE ARCHITECT SHOP DRAWINGS FOR REVIEW as '* ppaawsam �"d °4 A 4)BALDWIN DOOR HARDWARE.TUBULAR LATCHES.LIFETIME SATIN NICKEL FINISH,POLISHED CHROME FOR INSIDE BATHROOM DOORS. 5)DUMMY KNOBS ON DOUBLE CLOSET DOORS WIADJUSTABLE BALL CATCHES 6)POCKET DOORS TO HAVE HAFELE HARDWARE-HAWA JUNIOR 40/Z ogOr tilt 7)ALL INTERIOR DOORS TO BE SHOP PRIMED w w w w w 8)ALL TRUSTILE TS5000 DOORS TO HAVE RAISED PANELS WITH QUARTER-ROUND STICKING A DOOR HARDWARE SCHEDULE w 0 CDC HARDWARE DOOR HARDWARE SET LOCKSET z z z z BACKSET HINGES SET TYPE MANUF. KNOB MODEL# ROSE FINISH TYPE MANUF. MODEL# FINISH NOTES W � '� A ENTRY-FRONT BALDWIN LEVER 5116 NASHVILLE ENTRY SET-6547 LIFETIME SATIN NICKEL MORTISE ENTRY SET BALDWIN 6547 LIFETIME SATIN NICKEL 2 3/4" 1045.056 WITH °O 1090.056 FINIAL N, ^ oo ) B SCREEN DOOR ACCURATE LEVER RY SET 6539 6RS-T BRUSHED CHROME 2 318" 1035.056 WITH A w rn o rO 1090.056 FINIAL 8031 1040.056 WITH INCLUDE(2)DEADBOLTS,ONE FOR EACH HALF OF DUTCH C ENTRY-DUTCH DOOR BALDWIN LEVER 5116 5010 LIFETIME SATIN NICKEL DEADBOLT BALDWIN LIFETIME SATIN NICKEL 2 3/4" 1090.056 FINIAL DOOR.ALSO INCLUDE(1)BALDWIN HEAVY DUTY DUTCH DOOR BOLT,#0345.150,TO SECURE DOORS. D FRENCH DOOR-PAIR BALDWIN LEVER 5162 LAKESHORE MULTIPOINT-MP013 LIFETIME SATIN NICKEL MULTIPOINT BALDWIN MP013 LIFETIME SATIN NICKEL 2 3/8" A MARVIN; o SATIN NICKEL I E FRENCH DOOR BALDWIN LEVER 5162 LAKESHORE MULTIPOINT-MP013 LIFETIME SATIN NICKEL MULTIPOINT BALDWIN MP013 LIFETIME SATIN NICKEL 2 318" BY MARVIN; SATIN NICKEL II F ENTRY-BASEMENT BALDWIN EGG KNOB 5025 READING ENTRANCE TRIM-6551 LIFETIME SATIN NICKEL MORTISE ENTRY SET BALDWIN 6551 LIFETIME SATIN NICKEL 2 314" 1040.056 WITH 1090.056 FINIAL LLJ G BASEMENT STORAGE BALDWIN LEVER 5162 5032 LIFETIME SATIN NICKEL DEADBOLT BALDWIN 8244 1040.056 WITH LIFETIME SATIN NICKEL 2 3/8" 1090.056 FINIAL H BASEMENT TO FIRST FLOOR BALDWIN EGG KNOB 5024 5070 LIFETIME SATIN NICKEL DEADBOLT BALDWIN 8244 LIFETIME SATIN NICKEL 2 318" 1040.056 WITH 0 1090.056 FINIAL LTJ J PASSAGE BALDWIN EGG KNOB 5024 5070 LIFETIME SATIN NICKEL 2 3/8" 1040.056 WITH = �i 1090.056 FINIAL U SPLIT:LIFETIME SATIN NICKEL EXTERIOR1040.056 WITH (n K PASSAGE-SPLIT FINISH BALDWIN EGG KNOB 5024 5070 2 318" /POLISHED CHROME INTERIOR 1090.056 FINIAL � SPLIT:LIFETIME SATIN NICKEL EXTERIOR1040.056 WITH L PRIVACY-SPLIT FINISH BALDWIN EGG KNOB 5024 5070 1 POLISHED CHROME INTERIOR 2 3/8" 0 1090.056 FINIAL a 8031 1040.056 WITH M PRIVACY BALDWIN EGG KNOB 5024 5070 LIFETIME SATIN NICKEL DEADBOLT BALDWIN LIFETIME SATIN NICKEL 2 3/8" 1090.056 FINIAL 0 N CLOSET BALDWIN EGG KNOB 5024 5070 LIFETIME SATIN NICKEL 2 3/8" 1040.056 WITH HARDWARE ON OUTSIDE ONLY 1090.056 FINIAL 0 DOUBLE DOOR-LOCKED BALDWIN EGG KNOB 5024 5070 LIFETIME SATIN NICKEL DEADBOLT WIFLUSH BOLTS BALDWIN 8031.056 DEADBOLT; LIFETIME SATIN NICKELISATIN 2 318" 1040.056 WITH PASSAGE KNOB W/DEADBOLT AND FLUSH BOLTS 0600.150 FLUSH BOLTS NICKEL 1090.056 FINIAL P DBL DOOR/DUMMY BALDWIN EGG KNOB 5024 5070 LIFETIME SATIN NICKEL ADJUSTABLE BALL CATCH BALDWIN 0426 LIFETIME SATIN NICKEL 2 318" 1040.056 WITH HARDWARE ON OUTSIDE ONLY 1090.056 FINIAL Q POCKET DOOR BALDWIN/OMNIA EDGE PULL/FACE PULLS O465J653 N/A LAQUERED SATIN NICKEL/LIFETIME SATIN NICKEL As * V! 00 o N U o W I— o ° 2 � U N z U Q75rl /" o GREEN GUARD CLOSED CELL y ' 12 SPRAY FOAM INSULATION 3 - 2" LIFTS (TYP.) re �, �, � Off'• � / 12 *'l a PLYWOOD 9 � SUBFLOOR ASPHALT SHINGLES 05" T.W. 11%" I-JOISTS @16" O.C. T.O.PLATE - 77'-1" i 30 LB. FELT BUILDING — PAPER UNDERLAYMENT / �\ " CDX PLYWOOD ,�I \� 1X STRAPPING SHEATHING ,,'�l'L j///A' N' BLUEBOARD W/ / ICE & WATER SHIELD PLASTER SKIMCOAT 3' STRIP AT EAVE ////j BROSCO 8009 CEDAR STARTER COURSE CROWN MOLDING 5" HALF-ROUND - / // i /// / A-M #3026 ALUMINUM GUTTER = 1X8 CEDAR FRIEZE BOARD CzD 5/4 BLOCKING 4` 4"tre+earY�� L.C.C. DRIP EDGE " \/ L.C.C. FLASHING ».�* ��,* �, ,;� 3 CEDAR COVE MOLDING 1X8 CEDAR FASCIA ---/ :' 5/4X4 AZEK CASING 1X6 CEDAR V-GROOVE SOFFIT MAIN ROOF RAKE ELEVATIONr "� 2 SCALE: "1-1 2 = 1'-0" / MARVIN NEXT-GENERATION HURRICANE � RATED, DOUBLE HUNG WINDOWS- 1X WOOD CLAD EXTERIOR/WOOD INTERIOR IA WINDOW STOOL � 12" ICE& WATER2" AZEK SUBSILL AZM-9630 -_- W/PROFILE 'SHIELD LEAD COATED COPPER DRIP EDGE DRAWING ROTATED ` " A-M #3028 WOOD APRON W o 1'-2Y" OPEN-CELL SPRAY FOAM INSULATION (TOTAL WALL=R-20) 2X6 STUD WALLS 3" CEDAR COVE MOLDING i' /� _ jl/�,/� ® 16 O.C. / 1X4 CEDAR RAKE Y2" BLUEBOARD W/ !, 1 1X6 CEDAR V-GROOVE SOFFIT X PLASTER SKIMCOAT f� / / ALASKAN YELLOW CEDAR SHINGLES ;' 2 - ALASKAN YELLOW CEDAR SHINGLES, @5" T.W. ON CHEEK WALLS ;t', ! \ 1X8 CEDAR FRIEZE BOARD ��/ - 2 ` 5" T.W. j/j jj BROSCO 8660 BASECAP 5 4X6 CEDAR CORNER BOARD TYP. ;- 2X BLOCKING -� /// / (TYP.) /// 1X8 BASEBOARD 5/4X CEDAR CORNER BOARD (TYP.) -' BENJAMIN OBDYKE -" HARDWOOD FIN. FL. rr 5/4X4 AZEK EXTERIOR "HYDROGAP BUILDING WRAP U Q Q Q Q Q WINDOW CASING (TYP.) Y2 CDX PLYWOOD SHEATHING W / " CDX PLYWOOD V. // SUBFLOOR 1� ST FL SUBFL. 67'-7Y2" _ DORMER PLAN DETAIL -= 6 SCALE: 1-1 2" = 1'-0" R-42 RIGID POLY-ISO BA NSULA / MAIN ROOF RAKE SECTION FOAM INSULATION 3 - `'' Q Q Q Q SCALE: 1-1/2" = 1'-0" " I OIS ® 16" C. w W W w w OVERHANG SHEATHING PAST Q FOUNDATION CHAMFER 1" PARGE EXPOSED FACE OFC� c) cD cD FOUNDATION .� . 12 12 SUPERIOR WALL 14v" =\ I I • 2X10 P.T. SILL PLATE, � s Ld \ _ _ ATTACHED W/1,/2 GALV. CARRIAGE BOLTS W w INSULATED � � a. 0- CL (SUNK FLUSH TO TOP OF PLATE, TYP.) 9 92" RIGID XPS INSULATION \ \ L.C.C. FLASHING TERMITE SHIELD \. 00 _ GRADE ® S. SIDE 67'-0" — P.T. 2X10 SILL PLATE, BOND TO CLOSED CELL SPRAY FOAM INSULATION I— SLOP (GRADE "I TOP OF FND WALL ^ 47 \ N to 3 - 2" LIFTS \ v - _ ° I W CONSTRUCTION ADHESIVE y rn o f 6 / q ASPHALT SHINGLES 05" T.W. \\ J� Y ; __-._.-..... j_.._. " I I \�Y2"X3" THREADED STUDS W/NUTS 30 LB. FELT BUIILDING \ `� - -- - 1� I I & WASHERS ON BOTTOM & TOP PAPER UNDERLAIYMENT \ �. ;' _ _--I OF BEAM THROUGH THE PRECAST cn " �'��\ \ HOLES o / CDX PLYWOOD �\ WI SHEATHING \ ,.� \ DAMP PROOFING (� � wll 10 Y4 SUPERIOR WALL PRECAST-CONC. ,-FLUSH 1X6 T&G J ICE & WATER SHIELD, � � �,. FOUNDATION WALL SEE INSTALLATION SPECS � Q U � CEDAR BOARDS 3' STRIP AT' EAVE � i � I r - i--------...III I -- Q CEDAR STARTER COURSE \� -\-I --- I I FOR ANCHORING/REINFORCING i 2X6 CEILING JOISTS 1X PT FORM BLOCK L LJ r' - - -- /01 T.O. PLATE - DORMERSr ®16" O.C. _- I_ - I I 4" REINFORCED SLAB ON a 2"- GRADE W/4X4 W.W.F. 86- \ - _ I I 6 MILL POLYVAPOR 0 1X3 STRAPPING @ 16" O.C. _ l 5/4X CEDAR CORNER BOARD -� / " ______. _ 1y //j%/ \-Y2 BLUEBOARD W/ - _ �� 2" RIGID XPS INSULATION w 5/4X4 AZEK CASING (TYP.) L.C.C. DRIP EDGE %/ // co PLASTER SKIMCOAT _ I 1 / I. PERFORATED RADON PIPING x r� \ 2" CEDAR COVE MOLDING BLOCKING ///// 1X4 CEDAR FASCIA r "'` oez — • �- O j �- //// \,- r �� BED OF CRUSHED- " RUSHED ✓, " \ STONE, COMPACTED- "� \ (� 7� MIN. v _4� V MIN. 71 { �; / DORMER RAKE ELEVATION DORMER EAVE SECTION TYPICAL WALL SECTION 5 SCALE: 1-1/2' = 1'-0" / SCALE: 1-1/2" = 1'-0" I SCALE: 1-1/2" = 1'-0" 12" ICE& WATER FIBERGLASS BATT SHIELD ` INSULATION IN LEAD COATED DRAWING ROTATED 12 PORCH ROOF \ (n 00 COPPER DRIP EDGE o 5 o N \ ui 12 3 CEDAR COVE MOLDING 5 1X8 CEDAR RAKE 1QY2" Vol D 1X6 CEDAR V-GROOVE SOFFIT _ �, �, (� u ry _o P- 2� 1X8 CEDAR RAKE _- 77'-1" Q "T� 2X BLOCKING 2 N 2 l �� 1x4 PAINTED FIR T&G uuu -1 d 1-4 n \ 2 2 2 \ CEILING W/V-GROOVE , - 1 X8 CEDAR FRIQEBOARD — 1x6 CEDAR TRIM 5/4 BLOCKING —� 8' 8' '! \� BLOCKING 5/4X10 CEDAR = -_ ,' % '! 5/410 CEDAR 1X6 CEDAR V-GROOVE SOFFIT / (3) 2X8 BEAM " CDX PLYWOOD I N 5/4 CEDAR STOP 1X CEDAR 5/4 CEDAR STOP I — WM. A. KILIAN HARDWARE 1Y" SCREEN STOCK // FASTENEREN INSERT CAM 1Y" SCREEN STOCK N L.C.C. FLASHING 5/4 CEDAR STOP 5/4 CEDAR STOP 1X8 CEDAR FRIEZE = 6X6 P.T. POST 5 CEDAR 6 s 4X ----------------- 11 IIII 11 / \ 5/4X AZEK TRIM AROUND POSTS fill 11 1 =N WM. A. KILIAN HARDWARE " I 9 I CO. SCREEN INSERT CAM PUTTY 5/4 CEDAR STOP FASTENER LEXAN PANEL lY" CEDAR SCREEN STOCK SCREENED PORCH RAKE E L EVAT I O N WM. A. KILIAN HARDWAREo INTERCHANGEABLE " 1Y" SCREEN STOCK FASTENER MAHOGANY INSERT CAM MAHOGANY 2X4 TOP RAIL ti" = SCREEN/LEXAN PANELS SCALE: 1-1/2" = l'-0" 5/4 CEDAR STOP W/ DRIP MAHOGANY 2X VERTICAL 1Y" CEDAR SCREEN STOCK 6X6 P.T. POST SUPPORT \ 6 BRONZE SCREENING 5/4X AZEK TRIM AROUND 't� POSTS 'o 0 0 Ya" DIAMETER HORIZONTAL r? r, ;1 �j ~ STAINLESS STEEL CABLES i WM. A. KILIAN HARDWARE 7 CABLES SPACED EQUALLY (TYP.) g" CO. SCREEN INSERT CAM �--�-+ FASTENER 1ST FL SUBFL. 67'-_/X' 1ST FL SUBFL. 62- " �' w -� 5/40 IPE DECKING = FASTENERS _ BRONZE SCREENING •�. � W/ � N � OL TOP PORCH & DECK TO ALIGN %� ; L.C.C. FLASHING \ w n 1\k N L.C.C. FLASHING 1, 2 2I / / ',\ - 1xAZEK TRIM MAHOGANY 2X4 TOP RAIL I FIBERGLASS SCREEN W DRIP N BLOCKING BELOW DECKING IN i 2X10 P.T. JOISTS ® 16" 0. . / _ I ° SCREENED PORCH D ° MAHOGANY 2X VERTICAL SUPPORT X" DIAMETER HORIZONTAL G STAINLESS STEEL CABLES =` I I I I � GALV. JOIST HANGER � 7 CABLES SPACED EQUALLY (TYP.) I I I U o (2) 2X10 P.T,,BEAM W 1ST FL SUBFL. 67'-7Y" 1X CEDAR TRIM I I I I ;\1X AZEK--`TRIM U N � Q L.C.C. FLASHING w <CIE Lu w w BOTTOM OF BEAM _ — W UNPAINTED CEDAR LATTICE— VERTICAL P.T. 2X3 1 MADE OF X 1Y" \ I LATTICE STOP ® $ I LATTICE STOCK I I CD 3 0 z ' 1X CEDAR TRIM i i W w w SIMPSON STRONG TIE ABE66 POST BASE 10" DIA. CONC. / FILLED SONO-TUBE ao w m (2) 2X10 P.T. BEAM /I \— GALV. JOIST HANGER COMPACTED Q RUSHED STONE °O (n 1X CEDAR TRIM--- i i FINISH GRADE _ i / I - --- a e e 1x AZEK TRIM (� o c/� - I -j--- - ` . \,F\ J- "----UNPAINTED CEDAR LATTICE VERTICAL P.T. 2X3 V MADE OF X 1 C /_LATTICE STOP _ — _-. 1' < � � LATTICE STOCK K I � � e N _ e 1X CEDAR TRIM I I 10" o W SIMPSON STRONG TIELLJ ABE66 POST BASE z r'' O Z i L-'-J W SIMPSON 6X6 ANCHOR � / —; j a _ - � _ w � x_ >G SEE DRAWING S2.1 FOR w c Ln FOOTING DETAIL \ — FINISHED GRADE — — \- I --------__; --------I 10" DIA tl®eteeex�Cr*R p1ST FL SUBFL. 67 i6ONC.-FILLED �SONOTUBE W/C NC. N ---- — I FOOTING 4'-'0" ELOW \�— WM. A. KILIAN HARDWARE CO. - -- - --- 9" SCREEN INSERT CAM FASTENER I --- - -- GRADE _ �=lll -- -_ - - ,� '` a LJ� ll 4 PER SCREEN; 2 PER SIDE _ J - - _ I i — — ---- - - -- — ." ' '. . III— ° >, :;� p., , ' SCREEN �'����"'� ED PORCH SCREEN INTERIOR ELEVATION SCREENED PORCH RAKE DETAIL SCREENED PORCH EAVE DETAIL 1 SCALE: 1-1/2" = l'-O" 2SCALE: 1-1/2" = l'-0" I SCALE: 1-1/2" = l'-0" CHIMNEY CAP 50" 2'-8" ,•�'�" 5'-0" CAP SOLID STONE BLOCKS „ �-,�� . �s �— TO SUPPORT CAP BLUESTONE CAP acs ,+.� �,. �R Fg 00 r w a«s ------------CL --- -- 2' nV 4-1 �¢ _ - A t� rx yna. 1 is ffi y+� awe Q I \I O 12X12 - ---- . ���$s� a N -� FLUE FLUE i_ _ _ _ STONE PIERS I I j \ u tt) ' Lo N I � 10 THIN STONE VENEER t 1Y W FULL CORNER \ o H I I \ PIECES 6"-8") n 3 I SLOPED MORTAR CAP J N o PLAN DETAIL @ CAP �' L.C.C. THROUGH - L.C.C. ,- WALL & STEP / FLASHING - CRICKET 4 SCALE: 3/4" = 1'-O" o I I MAIN ROOF RAKE 7 - ROOF RIDGE l I I 96'-�„ --------------- ---------------------------------- II � ----------------------------- ----- --------------- N ;I THIN STONE VENEER CRICKET L.C.C. THROUGH ; L.C.C. _ (t 1N�" W/FULL I - WALL & STEP I COPPER CORNER PIECES 6"-8" FACE OF FLASHING I CRICKET MASONRY BELOW r7 I I 8X8 1X12 io - ... AND STEP THROUGH-WALL FLASHING N I i I FLUE FLUE I i I THIN STONE VENEER ROOF MAIN ROOF RAKE (f 1Y" W/FULL CORNER = SIDE ELEVATION DETAIL @ CAP C.C.S.F. INSULATION :, , PIECES 6"-8") SCALE: 3/4" = 1'-0" (R-49) --------- - - ------------------------'- I - r �� ' 8" 1'-0" 8" _z N � - = PLAN DETAIL @ 2ND FL. \ k' 3SCALE: 3 4 = 1'-0" 1 ' x ALASKAN YELLOW CEDAR CORBEL CHIMNEY 'y \' ;. } SHINGLES 5" T.W. L.C.C. FLASHING FIRE BLOCKING 'k Y x• >, O INSULATION, TYP. � \� ROOF ELEVATION DETAIL@ ROOF FLASHINGf . 7 SCALE: 3/4" = 1'-O" �? { / - : CORBEL w MASONRY ABOVE 1114' 8* >' i 12X12 ;;y; I i FLUE F�kJ€- ,, k;N ' I n czFACE OF ��1 /` – "J, - - - - - - I ►-� \` MASONRY BELOW – 2X STUDS j' - - - - - – – - - - - - �--+ CORBE -� – – – -� IX D A EL L CHIMNEY � ON THE F LAT I I I I ;� •\ ,,.,,;' , !� �.� I– – -I- – – – N CABINET n t FACE OF / WALL MOUNTED TV MASONRY BELOW W BEHIND PANELED n PLAN DETAIL @ 1 ST FL. WALLS �– – – - – – – CABINET DOORS ' 2SCALE: 3/4" = 1'-0" �--i � ' � w / I I FIX D A LS 2 LIVING ROOM MASTER CLOSET B HI D _ 151 :6", 1'-O" '•6", 4")';"-V2" I I 12X12 CLAY FLUE I----� � 3 2X6 BEAM WITH � `` d- �/ % '\ �\�` �,x ,� >/ , y .r O U > SMOKE CHAMBER - 4 x y z TO CH CH — }� PLYWOOD T 8X8 ,\ ' , , ,/ ,�` / . , .�, W Q — HA DOORS— DAMPER FLUE �' \ 5Y WIDE { k, v x` 9 SPACERS; CMU i \ z ih \ 00 STEEL ANGLE \. ,. < \ LI G M. FIR m m m l SLATE SURROUND.. "` \ n M 1 nD :'Al' S = 4 c�. •% FIX I 7 Y N 2 3 b •8 y 2 FLOORING ORDE .. , 1 FIREBRICK, > ABOUND HEART • : t� m• •• . ••• � �' �' �-- �� _ STAINE) BLACK \ , z: • s . a ALIGN HEARTH & \ " I i I.. yam' I REB X W F IN. FL. n Y� FI ao 1 8 93 4 k'. w / % %/ 1///� ,` PLAN DETAIL @ ELEVATION DETAIL@ LIVING ROOM9 ELEVATION DETAIL@ LIVING ROOMcn co d 1 1ST FL. FIREBOX 1, 1 SCALE: 3/4" = 1'-0" i d / 8 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" 4' . 4" \ ' o ------------------------------------- I I VENEER PLYWOOD FLAT PANEL X >'` \ I `D I — V SOLID WOOD STILES & RAILS > / ,•x i`'X I W u .{ 3n 0 \\s FLUE LOCATION I \\J; ' \, /X 0 ,Y k SHIFTS ABOVE i _,_ ] `' ��r \ i >— LLJ 8X8 FLUE 6" 3'_p" >' g" CONCRETE I ✓ v(BOILER�' ;, I _ po „ 1•p" \10„ FOOTING BELOW Imo\,'\ `✓ \ '\ ' > `✓ i' CON RETE -. CMU BLOCK \ ✓\ : •, i y _ F00 NG a FOUNDATION � � N \ r •. \ \ I F•--• 6" 4'-8" 6" ------------------------ a r;© o v Q OTYP. PANEL DETAIL SCALE: 3/4° = 1'-0" :�_�1=-_ �--- � -::._:_ --_ -- _ HEARTH SLAB I I =► I r::�l I i -::.:.1 i ,:-:::; ;_.:.::,�I III_--i I I__I ��I i I=I I !-i I-I I I=I I I-III-I 11-5 ! i EXT. ABOVE L - - - - - - - - 5 SECTION DETAIL PLAN DETAIL @ FOUNDATION • SCALE: 3/4" = 1'-0" 0 SCALE: 3/4" = 1'-0" U) 00 LIGHTING FIXTURE SCHEDULE - BASEMENT Type MFR(Vendor) MODEL BULB 3y KEY COMMENTS A CEILING SURFACE MTD. WAC LIGHTING SLICE FM-4115-27 LED 2700K CONTRACTOR ----- --------- --- -------- B WALL MTD.CLOSET LIGHT MAXIM LIGHTING MX-Ll20-EL-89965WT LED 2700K OWNER V. 0 --- -------- i� i C WALL MTD.LANTERN BIG SHIP SALVAGE Pi-ol 1-75W OR LESS OWNER (El D WALL SCONCE NORWELLASTOR! 4.J DIMMER E GFUNG RECF:,;,;Fn WAC LIGHTING HR-LED309-NIC ITRIM KIT:HRLED331-WT;ELV M?T C 4-4 axi ry c 4-4 Ln Ln ----------- fill L _J [77 Lip -----------f TO LIGHT 4'0" SHE=LVES ABOVE A.F!F.: Lo 5'-0" 9,- 9'-6" 1 9'-6" Ed EQI. ------ cl) U pl, DRA AHU AHU 6'-6" ?------------ Po BASEMENT Lu Lu LU Iuj H :> I> :> iO Q m m m < I<! BEAM ABOVE A 40, _'F 0-7 ---_------- L iw U.1 �LLI m co WELL STORAGE TANK QTR @ STORAGE! CTR @ - -- BOOSTER - ». ____ U c� I. — — — — — — — I iof;� -KB'-ENGF":' 1 LTUMP A.F.F. BEARING WALL ABOVE 0 7 M lic R ORE -I ZAP'PE' k J WHOLE-HOUSE cr) WATER FILTER c� ti uj A,*.. 4'aro . WATER/WELL METERS 6'-6" `lA B C3 D D x� - ELECTRICAL SYMBOL KEY sINK 7� 004 ;LAUNDRY GFIC BATH --------- ----- SYMBOL SWITCHES SYMBOL OUTLETS SYMBOL LIGHT FIXTURES 4'-6" 003 A SWITCH CEILING FIXTURE(SURFACE) LET u DUPLEX RECEPTACLE OUT A Lu F ACK DUPLEX RECEPTACLE OUTLET 2' Opp f, ,-TO SWITCH USB _U' EFRI�IIRATOR�j 4" 6" 6"-0" 4' THREE WAY SWITCH R CEILING FIXTURE(RE CESSED) ABO W/TWO USB PORTS 0 VE < < < U jj 1_4( A % CE:ILING FIXTURE(RECESSED WALL W-. DUPLEX RECEPTACLE OUTLET 4 FOUR WAY SWITCH WID WATERPROOF WASHER) F /b\ kEEZER STORAGE DUPLEX RECEPTACLE OUTLET iC u SWITCH WIDIMMER WALL SCONCE Ic 1-0 uj ELECTR N//GROUND FAULT INTERCEPT CIRCUIT F0021 HORIZONTALLY MOUNTED OUTLET IN D WP WATERPROOF SWITCH B B UNDERCABINET LIGHTING $ BOARD BASE DO DO m < < -JJ ----77- .7 JAMB ACTIVATED SWITCH QUADRUPLEX RECEPTACLE OUTLET STEP LIGHT DUPLEX RECEPTACLE OUTLET EXTERIOR SPOTLIGHT(EAVE $L LIGHTED SWITCH FULL SWITCHED MOUNTED) j DUPLEX RECEPTACLE OUTLET q? CEILING MOUNTED EXHAUST FAN HALF SWITCHED DUPLEX SPECIAL PURPOSE U) SYMBOL PANELS CEILING PADDLE FAN cn 57- 0- a_ RECEPTACLE OUTLET 0 ELECTRICAL PANEL RECESSED PICTURE LIGHT OUTLET (P DUPLEX FLOOR OUTLET 00 -- ----- ----- PROVIDE ELECT rr ELECTRICAL SUB PANEL -7:Z RIC POWER TO HVAC & OTHER UTILITY 15jZ:1 TELEPHONE PANEL QUADRUPLEX FLOOR OUTLET EQUIPMENT AS REQUIRED [E��3 DATA PANEL TELEPHONE OUTLET,CAT-5 WIRE W/RA 1 SYMBOL DETECTORS/ALARMS/CONTROLS PORT CABLE MODEM sz DATA OUTLET,CAT-5 WIRE WlRJ45 PORT (D SMOKE DETECTOR 4-PORT NETWORK ROUTER COMBO PHONE&DATA OUTLETS,CAT-5 WIRE CARBON MONOXIDE DETECTOR (WALL C) SL W/RJl I PORT&CAT-5 WIRE W/RJ45 PORT MOUNTED) WIRELESS NETWORK (((Ep))) WIRELESS fm COMBO PHONE&DATA OUTLET HEAT DETECTOR TV > COAXIAL CABLE JACK FOR TELEVISION OR w 0 COMPUTER LOW TEMP DETECTOR ry COAXIAL CABLE JACK FOR BOTH u SYMBOL FIRE ALARM SYSTEMS TELEVISION&COMPUTER THERMOSTAT Ld FX FIRE EXTINGUISHER SYMBOL AUDIO SYSTEMS HUMIDISTAT SPRINKLER 0 CEILING SPEAKERS(RECESSED) HEAT RECOVERY VENTILATION CONTROLS FIRE ALARM HORN/STROBE co SPEAKER JACK(WALL MOUNTED) ALARM KEYPAD rr) II Ln FIRE PULL STATION SPEAKER JACK(SURFACE MOUNTED) SECURITY CAMERA Isp u� < 4 EXIT SIGN AUDIO VOLUME CONTROL ALARM MOTION DETECTOR < I 12 m n_ 0 FE71 EMERGENCY LIGHTING DOOR BELL ALARM DOOR CONTACT Iq NOTES: 1.PROVIDE HOMERUNS TO ALL PHONE/DATAITV CABLES 2.REVIEW ELECTRICAL DEVICE TYPE AND COLOR WITH ARCHITECTS BEFORE INSTALLATION OF FINISHED ELECTRICAL WORK 3.REVIEW LIGHTING FIXTURE SPECIFICATIONS FOR BOX TYPE&LOCATION 4.REVIEW INTERIOR ELEVATIONS FOR LOCATIONS OF ALL EXPOSED ELECTRICAL WORK 5.PROVIDE CUTSHEETS OF SPECIAL ELECTRICAL EQUIPT.:T-STATS,HRV CONTROLS,OUTLETS,DETECTORS,&CONTRACTOR SUPPLIED LIGHTING 6.REVIEW TRANSFORMER LOCATIONS FOR LOW VOLTAGE AND LED LIGHTING 7.ALL LIGHT SWITCHES CENTERED AT 41"A.F.F.EXCEPT WHERE NOTED 8.ALL ELECTRICAL OUTLETS IN BASEBOARD EXCEPT WHERE NOTED E EQ _AH AU A;HU 4�O�, 6J�C K Lx— rl!! pp O N r , O ---__.. --- '---------- --- ._..-- -----77-7=777----- -----_-.----------- _._... - - ---- --- :-. _ i; _ _ wp Np I \ \\ Q; I r" I I /f r ry !i h; Pz71-- N --- _J_ DECK n DN I. I GRILL DECK __:_: III ; CREEN�D PORCH _. GRILL I :TO ' I: J% I L I G I G LANDSCAPE` OUTDOOR OTHER ' i I LIGHTIN wP _�v-..-=- ---- ___ _ (� $ I �._�__._»,.,..__.._..._.__, (, .'" __,...._ .nwwwf" ,,,.. +. .m,vr w:,..un.+, w .,,�.,. ,Mnn t,.d'.....,.._. - ,_,_._, ki ,.,..q.....„„$...._.__.__. __..._.. � .«,..a.n+.m�n. _...,.»_....... .._.... „v.m,nwwr��ann,�:._..._._..... ____... ,.<,�aw T \ __'_' I _.�' r I; I � ' ` ... NON WALL t— !! -P--' � HALL �` 3 3C is (MOUNTS DNt C?N.., I- I 9 -3112 10 -01/2 1 I >. SB I ! :t� E I %, ! 116 -” h }_ ! i- TO SWITCH IN 5 71/2" ___.. . ___. ___.__.__ _ -'' ABOVE - --- _BASEMENT _ B., � MAS OM .. -- - . _._-_.. - t -= Us _ ... - - -i c,I 3 ®_. _ L LIGHT - KITCHEN = PUL'-our ( _l i_..,. ITCH J I mxsma:.,xna:wna, ,xanx: u,:>rw,:u,+wmwrwea-crown„+:a ..___ --------- -- -- --- - - -- - - 117 I I tx I - - - - " 4 PANTRY - _`_1 -..: 109 1 - - - ., Dw _._...___ _-- i -._._. MATE CLO T � yY�. E a I 18 2" _.. — _ - - FIC 112 18 Cu ,+: 4 LIVING ROOM - - - CcDINING o-, 1.J I I I 2 '1 I iv GFICIVSB' ch X s . 111 � I ' €s 1 114 I T i l - - ----- ' GTR(p� `n REF. c� -- - - 4'-8112" 4' -41/2 \ w 1 3'4"A,F.F. :_ I c� a _ C _._ L I LED LI TS, /A8.1 O_.__._.._ -- ------ - SEEDING 2/A8.1g.S _.. _.._ _ —. - — T .---T- -`''� i; 1 ^^xm•:ra,rmY�,,;�-,.,^c ..: ;,Y. w I',,«,"vlr-,:,.,+,..+,: '""; LL i � � �:,� ; : OVEN i UPSIDE , _.. ._. ___--- /�. ( FOR HEIGHTS 1: '(T ' T I I AND OV I ! < Fic�oR ""} � I+tN WIMW - - -- :< - { LOCATIONS l ABOVE II DOOR X '� X __.I j `--------- --- - ' ,� I I I DLO ATI � j _ '� GFIC �iKIC D �. ,. C --- --' 3 -- USB------------------....____.. ....c.., __ --. ---_._..__.._.__... ' ,DSP �/ J 111 :..... _. HAL „.,a., _ - -- Wi: U - - i rw.y � - ; �, HALL K ' ��:_,-....._..___ — — GFI - DY 07 - � � I 108 TIL CL „ ACL _.-- -..____-.--__.-- HALL al LIGHTED - .'_ __ H , 1 i ' 3C 3 r - - c° R �- ,;i MAGNIFYING - 2 5 I I A ER BA 120 _._.__.._ _ 113 , I. -- �; - ENTRY MIRROR O „ - � F 119 SE __. ABOVE ASTER®R,. . WIRE TO _"_OPf.?f,E!!ING -- . .. .. .. D ''� o - -- 1 PRINTER �,�:�.3+� errr�y�48 t 1 1 d LIGHTx �''-- r i 119B s 1 ; Dw b o SWITCH GFIC' :... ... j. IT usB / a "`ReD 4 r r r, I IV / ' WINE REF. ' ICE `Y I � I; B: ... ,.,,.,�,.».�. _.._____ ,. � Il "lJ GFIC � GFIC - � i I ( i �. - �>^rMxar. 1°�tt1, : , ! , � --_ ----w i •... b l __......_— OYVtle4i,,y �j { L '`GFIC i a++ ,,,�+m, �-t� k i �1 _ i P::, ..... .. ,,,,.„, ,,, „,r- _.,._.._.._.___ ..,<,.,.�«��,,.sw^�>,�v .,,.U,,.,.,,,.....,„,.«,...��.._.....______,__.,� � 4 �•., #r. t) 1't A` ,.wanw I � ( f >.,,..,..»n r „. -,5..—.._. ., ,.-� ,...,>,�, ..�, ., .� .�- r'"� � • ��ti �,r a — .,.,.:.�-;...&.xrs^� . ... -.,.,«"�'.�.�':,.....,�. F (---.._ I m 1 L I { FLDDit J a i„e ��� �.. MUDROOM z I I . ` I ..w.. ` .Y” HEAT OUTLETSFIN MEDICINE F �r :- ! i - - - TO LIGHS -- - 1,01 CABINET (TYP.) tµ^ r 04 kw { �T AND I � 1 - ”� �� l I SWITC ,-, J X,�,, - o. 4. iBELOU AND SWI`,TCH I r I — .: ----- I ap rQr r Z WEST PO CH - -.-.-•._••._. � (�� I � l3bvE BAT ¢ I � 104A ,._.n,,.,n. _ +B D IG Z '. — ' ELECTRICAL SYMBOL KEY - ._.. _.. -- -1.14-- -_--- - .- ` _._..._—.. SYMBOL SWITCHES SYMBOL OUTLETS • I I -_- �,...-' SYMBOL LIGHT FIXTURES , I STAIR SWITCH DUPLEX RECEPTACLE OUTLET CEILING FIXTURE(SURFACE) W LINEN CL i - : DUPLEX RECEPTACLE OUTLET U 102 � B , '-___��; I HEATED , � o 0 0 0 4', POWDER RM - ua r TOWEL N - -- _ . ._ ... -- $J use O (RECESSED) UNDRY M b cFlc rR WITWO USB PORTS CEILING FIXTURE RECESSED ---- WARMER i THREE WAY SWITCH W m I ~ 1 DUPLEX RECEPTACLE OUTLET CEILING FIXTURE(RECESSED WALL I k c % [ I $ FOUR WAY SWITCH �wP WATERPROOF O WASHER) U Gfr_ � II .-• - 5 N I .....__'_ GFIC :- �__-__._ ® ,- DUPLEX RECEPTACLE OUTLET ,�"� ---------- .-- .. _--_iT_.._..__._.___. ,�,..„ $D SWITCH WIDIMMER �GFIc WIGROUND FAULT INTERCEPT CIRCUIT 'Z J �' / WALL SCONCE Meet,' «;.'.,-°.. J HORIZONTALLY MOUNTED OUTLET IN I u --- - - - :.:�:,:` f, '+ $w WATERPROOF SWITCH �ee O Q Q F Nm I I F BASEBOARD UNDERCABINET LIGHTING m w w EENTRY PO $J JAMB ACTIVATED SWITCH QUADRUPLEX RECEPTACLE OUTLET STEP LIGHT A w TO LANDSCAPE I EQ EQ I ``.-- 100 EQIEQ ' DUPLEX RECEPTACLE OUTLET EXTERIOR SPOTLIGHT(EAVE LIGHTS - � $L LIGHTED SWITCH R FULL SWITCHED MOUNTED) W I I m DUPLEX RECEPTACLE OUTLET z HALF SWITCHED F CEILING MOUNTED EXHAUST FAN L�j ui » <a SYMBOL PANELS RECEPTACLE OUT ERPOSE CEILING PADDLE FANDUPLEX SPECIAL ~ r ELECTRICAL PANEL RECESSED PICTURE LIGHT OUTLET co 00 ® ELECTRICAL SUB PANEL � CD \ ,,. ® DUPLEX FLOOR OUTLET s TELEPHONE PANEL ® QUADRUPLEX FLOOR OUTLET 00 m Q0 DATA PANEL TELEPHONE OUTLET,CAT-5 WIRE W/RA 1 SYMBOL DETECTORS/ALARMS/CONTROLS PORT -F I DATA OUTLET,CAT-5 WIRE W/RJ45 PORT - I tJ CABLE MODEM Q O SMOKE DETECTOR Q O COMBO PHONE&DATA OUTLETS,CAT-5 WIRE U I 4-PORT NETWORK ROUTER C 0 CARBON MONOXIDE DETECTOR (WALL — - SL WIRA1 PORT&CAT-5 WIRE W/RJ45 PORT MOUNTED) WIRELESS NETWORK W II ((<4))) ROUTER ® COMBO PHONE&DATA OUTLET O HEAT DETECTOR TV o COAXIAL CABLE JACK FOR TELEVISION OR W \ COMPUTER LT LOW TEMP DETECTOR W CU LIGHTING FIXTURE SCHEDULE - FIRST FLOORSYMBOL FIRE ALARM SYSTEMS 77- COAXIAL CABLE JACK FOR BOTH r� THERMOSTAT � KEY Type MFR(Vendor) MODEL BULB SUPPLIED BY COMMENTS �. TELEVISION&COMPUTER !�+ FX FIRE EXTINGUISHER SYMBOL AUDIO SYSTEMS Q HUMIDISTAT �L! A CEILING SURFACE MTD. WAC LIGHTING SLICE FM-4115-27 LED 2700K CONTRACTOR Q AA CEILING SURFACE MTD. CIRCA OPENWORK LG#SS4011 2-LED 2700K LIGHTS OWNER ELV DIMMER HEAT RECOVERY VENTILATION CONTROLS —I i+�l SPRINKLER sF CEILING SPEAKERS RECESSED NRV B WALL MTD CLOSET LIGHT MAXIM LIGHTING MX-L120-EL-89965Wf LED 2700K OWNER ( ) � (.0 BB WALL SCONCE NORWELL ASTOR 9652 2 LED BULBS OWNER ELV DIMMER r1r) C WALL MTD LANTERN BIG SHIP SALVAGE P1-01 1-75W OR LESS OWNER FIRE ALARM HORNISTROBE gp L0 C� SPEAKER JACK(WALL MOUNTED) ALARM KEYPAD Wz CC CEILING SURFACE MTD CIRCA OPENWORK LG#SS4011 2-LED 2700K LIGHTS OWNER ELV DIMMER D WALL SCONCE NORWELL ASTOR 9651 DO WALL SCONCE CIRCA OPENWORK#SS2014 1-LED 2700K LIGHT OWNER ELV DIMMER FIRE PULL STATION Sp SPEAKER JACK(SURFACE MOUNTED) Q SECURITY CAMERA � ---I E CEILING RECESSED WAC LIGHTING HR-LED309-NIC-27 LED TRIM KIT.HRLED331-WT,ELV DIMMER jM� Lj_ In EE WALL SCONCE CIRCA S 2005AN-NP E12 CANDELABRA OWNER EXIT SIGN AUDIO VOLUME CONTROL 0 (`!�' A F WALL MTD. KIM LIGHTING C14 1-50W INCANDESCENT OWNER �I ALARM MOTION DETECTOR G WALL MTD.LANTERN NORTHEAST LANTERN CONCORD 5621 MED-INCANDESCENT OWNER CLEAR GLASS W/FROSTED HURRICANE CHIMNEY H STEP LIGHT WAC LIGHTING 4011-27BBR LED 2700K CONTRACTOR FE71 EMERGENCY LIGHTING DOOR BELL J WALL MTD.LANTERN NORTHEAST LANTERN CONCORD 5721 MED-INCANDESCENT OWNER CLEAR GLASS W/FROSTED HURRICANE CHIMNEY q V ALARM DOOR CONTACT L CEILING SURFACE MTD. TBD NOTES: M CEILING SURFACE MTD. JVI DESIGNS CHARLESTON MEDIUM 3053 3-60W CANDELABRA OWNER 1.PROVIDE HOMERUNS TO ALL PHONE/DATAITV CABLES N WALL SCONCE CIRCA ASPECT#BBL 2027BZ-L OWNER P CEILING SURFACE MTD. CIRCA BERLING#RL19023PN 3-60W TYPE A OWNER `+2.REVIEW ELECTRICAL DEVICE TYPE AND COI OR WITH ARCHITECTS BEFORE INSTALLATION OF FINISHED ELECTRICAL WORK R WALL SCONCE ROBERT ABBEY LIGHTING #50065 1-60W CANDELABRA OWNER 3.REVIEW LIGHTING FIXTURE SPECIFICATIONS FOR BOX TYPE&LOCATION S CEILING RECESSED ELEMENT LIGHTING E4S-L-LH927-40-DI-010 LED CONTRACTOR TRIM KIT:E4S-L-B-L-W;ELV DIMMER 4.REVIEW INTERIOR ELEVATIONS FOR LOCATIONS OF ALL EXPOSED ELECTRICAL WORK T UNDER CABINET LIGHT WAC LIGHTING HRLED87S-27 LED 2700K CONTRACTOR JELVDIMMER 5.PROVIDE CUTSHEETS OF SPECIAL ELECTRICAL EQUIPT.:T-STATS,HRV CONTROLS,OUTLETS,DETECTORS,&CONTRACTOR SUPPLIED LIGHTING U CEILING MTD.PENDANT PRIMELITE OPAL 446F-3 OWNER JELV DIMMER 6.REVIEW TRANSFORMER LOCATIONS FOR LOW VOLTAGE AND LED LIGHTING W CEILING MTD.PENDANT HUDSON VALLEY DUNKIRK 6030-PN 10-LED CANDELABRA BULBS OWNER ELV DIMMER 7.ALL LIGHT SWITCHES CENTERED AT 41”A.F.F.EXCEPT WHERE NOTED X WALL SCONCE REMAINS LIGHTING VERONIQUE IS0967.2 LR 2-BULBRITE LED LIGHTS OWNER ELV DIMMER 8.ALL ELECTRICAL OUTLETS IN BASEBOARD EXCEPT WHERE NOTED Z WALL LAMP HINSON HANSON L1706 1-15OW INCANDESCENT OWNER PROVIDE ELECTRICAL CONNECTION TO LAMP;SWITCH ON FIXTURE `j r oc N LU ry E ! 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WAC LIGHTING SLICE FM-4115-27 LED 2700K CONTRACTOR rr� AA CEILING SURFACE MTD CIRCA OPENWORK LG#SS4011 2-LED 2700K LIGHTS OWNER ELV DIMMER SPRINKLER sF CEILING SPEAKERS RECESSED HRV HEAT RECOVERY VENTILATION CONTROLS Q t�+wM B WALL MTD.CLOSET LIGHT MAXIM LIGHTING MX-L120-EL-89965WT LED 270CK OWNER (RECESSED) h+�l BE WALL SCONCE NORWELL ASTOR 9652 2 LED BULBS OWNER ELV DIMMER z ro C WALL MTD.LANTERN BIG SHIP SALVAGE P1-01 1-75W OR LESS OWNER I FIRE ALARM HORN/STROBE SP LCA C� SPEAKER JACK(WALL MOUNTED) ALARM KEYPAD W O z CC CEILING SURFACE MTD CIRCA OPENWORK LG#SS4011 2-LED 2700K LIGHTS OWNER ELV DIMMER r D WALL SCONCE NORWELL ASTOR 9651 U DO WALL SCONCE CIRCA OPENWORK#SS2014 1-LED 27001:LIGHT OWNER ELV DIMMER FIRE PULL STATION Sp SPEAKER JACK(SURFACE MOUNTED) SECURITY CAMERA � E CEILING RECESSED WAC LIGHTING HR-LED309-NIC-27 LED TRIM KIT:HRLED331-WT;ELV DIMMER F EE WALL SCONCE CIRCA S 2005AN-NP El CANDELABRA OWNER EXIT SIGN A AUDIO VOLUME CONTROL F"4 O F WALL MTD KIM LIGHTING C14 1-50W INCANDESCENT OWNER �I ALARM MOTION DETECTOR G WALL MTD.LANTERN NORTHEAST LANTERN CONCORD 5621 MED-INCANCESCENT OWNER CLEAR GLASS W/FROSTED HURRICANE CHIMNEY H STEP LIGHT WAC LIGHTING 4011-27BBR LED 2700K CONTRACTOR EM EMERGENCY LIGHTING DOOR BELL (� J WALL MTD.LANTERN NORTHEAST LANTERN CONCORD 5721 MED-INCANCESCENT OWNER CLEAR GLASS W/FROSTED HURRICANE CHIMNEY ALARM DOOR CONTACT L CEILING SURFACE MTD. TBD NOTES: M CEILING SURFACE MTD. JVI DESIGNS CHARLESTON MEDIUM 3053 3-60WCANDELABRA OWNER 1.PROVIDE HOMERUNS TO ALL PHONE/DATAITV CABLES N WALL SCONCE CIRCA ASPECT#BBL 2027BZ-L OWNER 2.REVIEW ELECTRICAL DEVICE TYPE AND COLOR WITH ARCHITECTS BEFORE INSTALLATION OF FINISHED ELECTRICAL WORK P CEILING SURFACE MTD. CIRCA BERLING#RL19023PN 3-60W TYPE A OWNER R WALL SCONCE ROBERT ABBEY LIGHTING #50065 1-60W CANDELABRA OWNER 3.REVIEW LIGHTING FIXTURE SPECIFICATIONS FOR BOX TYPE&LOCATION S CEILING RECESSED ELEMENT LIGHTING E4S-L-LH927-40-DI-010 LED CONTRACTOR TRIM KIT:E4S-L-B-L-W;ELV DIMMER 4.REVIEW INTERIOR ELEVATIONS FOR LOCATIONS OF ALL EXPOSED ELECTRICAL WORK T UNDER CABINET LIGHT WAC LIGHTING HRLED87S-27 LED 270DK CONTRACTOR ELV DIMMER 5.PROVIDE CUTSHEETS OF SPECIAL ELECTRICAL EQUIPT.:T-STATS,HRV CONTROLS,OUTLETS,DETECTORS,&CONTRACTOR SUPPLIED LIGHTING U CEILING MTD.PENDANT PRIMELITE OPAL 446F-3 OWNER ELV DIMMER 6.REVIEW TRANSFORMER LOCATIONS FOR LOW VOLTAGE AND LED LIGHTING E202 W CEILING MTD PENDANT HUDSON VALLEY DUNKIRK6030-PN 10-LED CANDELABRA BULBS OWNER ELV DIMMER 7.ALL LIGHT SWITCHES CENTERED AT 41"A.F.F.EXCEPT WHERE NOTED X WALL SCONCE REMAINS LIGHTING VERONIQUE ISO967.2.LR 2-BULBRITE LED LIGHTS OWNER ELV DIMMER B.ALL ELECTRICAL OUTLETS IN BASEBOARD EXCEPT WHERE NOTED Z WALL LAMP HINSON HANSON L1706 1-150W INCANDESCENT OWNER PROVIDE ELECTRICAL CONNECTION TO LAMP;SWITCH ON FIXTURE A ill BUILDING DESIGN LOADS LIVE LOADS f . � �, +r RESIDENTIAL DWELLING HABITABLE AREAS '` fF r' .FFE r F.. FIRST FLOOR 40 PSF SECOND FLOOR 30 PSF f � WOOD SCREENED PORCH/DECK @ 40x1.5=60 PSF ' , ° ; ` . r' r ; , � V s, sv., 1. ALL FRAMING LUMBER SHALL BE DRY(19%MAXIMUM MOISTURE CONTENT) :'° '` ' DOUGLAS-FIR#2 OR BETTER, WITH THE FOLLOWING ALLOWABLE UNIT r F ,`' M, ' ' ' rrr r'' r C STRESSES SNOW LOADS ✓ ,' ,•° ,r %' : GROUND SNOW LOAD, Pg = 20 PSF FLAT/SLOPED ROOF SNOW LOAD, Pf/Ps= 20 PSF BENDING, REPETITIVE USE Fb = 1, 035 psi BENDING, SINGLE USE Fb = 900 ; WIND LOADS = TENSION PARALLEL TO GRAIN Ft 575 COMPRESSION PARALLEL TO GRAIN Fc(Par.) 1, 350 " f i^ ° ° s ' b4-4 S-+ IMPORTANCE FACTOR, 1= 1.0 SHEAR PARALLEL TO GRAIN Fv 180 Ln, WIND EXPOSURE CATEGORY: D COMPRESSION PERPENDICULAR TO GRAIN Fc(Per.) 625 �- r` MODULUS OF ELASTICITY E = 1,700,000 G BASIC WIND SPEED = 120 MPH (3 SEC. GUST) GENERAL 2 . WHERE FRAMING CLIPS OR JOIST HANGERS ARE USED, FASTENERS SHALL BE PER MANUFACTURER'S RECOMMENDATIONS. 3. FOR PLYWOOD NAILED TO FRAMING,10d NAILS SHALL BE SPACED AT 3"oc, UNLESS NOTED OTHERWISE rd,... 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2015 INTERNATIONAL "" _ 4. "�✓ AT EDGES, 4" OC AT INTERMEDIATE SUPPORTS, UNLESS SHOWN RESIDENTIAL CODE PORTION OF THE 2016 RESIDENTIAL CODE OF NEW YORK STATE AND OTHERWISE. IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. 4. ALL OPENINGS SHALL BE FRAMED WITH SOLID OR DOUBLE MEMBERS UNLESS OTHERWISE NOTED ON PLANS. 2. DIMENSIONS AND DETAILS SHALL BE CHECKED AGAINST ARCHITECTURAL DRAWINGS. 5. ALL ENGINEERED LUMBER SHALL CONFORM WITH THE FOLLOWING ALLOWABLE UNIT STRESSES 3. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE SIZE AND LOCATION OF UNLESS OTHERWISE NOTED: ALL OPENINGS, SLEEVES AND ANCHOR BOLTS AS REQUIRED BY ALL TRADES. OPENINGS ^' � ```. '"�` `"" I I ��f^~- P;,,� �` i i ,gin•nom'°.>. NOT SPECIFICALLY SHOWN SHALL BE APPROVED BY THE ARCHITECT. •+• LAMINATED VENEER LUMBER (LVL) z 4. THE FRAMED STRUCTURE IS DESIGNED TO BE STABLE AND SELF-SUPPORTING M :. . I • •/"7 <1 "£+MODULUS OF ELASTICITY, MIN. E = 2,000,000 psi � j �^� „ 4�: : ; •. . x„ O'o04rl0 !; '' -�_ I REFERENCE IS MADE , w u AFTER CONSTRUCTION IS COMPLETE. IT IS THE CONTRACTOR S RESPONSIBILITY BENDING, SINGLE USEFb = 2,600 �` '; E �. Y'> '; I I ! ; Z5 O Q° FOR THE BUILDING DURING CONSTRUCTION, INCLUDING, BUT NOT LIMITED TO "" TO DRAWINIGS UPON WHICH ' cv 0 COMPRESSIONAL PARALLEL TO GRAIN Fc(Par) 2510 METHOD AND SEQUENCING OF ERECTION, AND TEMPORARY SHORING AND BRACING. = , I' I. - 4 A C F W �< ' � GNCB CONSULTING ENGINEERS, P.C. HORIZONTAL SHEAR Fv = 285 WORK IS BASED: cis u V°c 5. FOUNDATION WALLS SHALL BE TEMPORARILY BRACED AGAINST EARTH PRESSURE, _ ( `' '��, a4; ' " �;r<-- ' ` .� jLL COMPRESSION PERPENDICULAR TO GRAIN/ Fc Per - 750 �Y» u WIND AND OTHER LATERAL FORCES. ( ) ' `- "'g '- cn u V,w w"Z PARALLEL TO GLUE LINE TENSION STRESS Ft= 1,555 - -� i . Z Z a :w ARCHITECTURAL DRAWINGS p O �- L- e i BY: AR&T ARCHITECTS ®Z C u FOUNDATIONS v7 , 6. BUILT-UP LVL s TO BE CONSTRUCTED PER MANUFACTURERS SPECIFICATIONS. 262 WASHINGTON STREET M a0o U u 7. ALL PENETRATIONS THROUGH ENGINEERED LUMBER SHALL BE SUBMITTED TO THE 2ND FLOOR t 1. THE WOOD FRAME BUILDING IS TO BE SUPPORTED ON A PROPRIETARY �- !� STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING. BOSTON, MA 02108 PRE-CAST FOUNDATION SYSTEM RATHER THAN A TRADITIONAL CAST IN PLACE 8. ALL EXPOSED PORCH & DECK FRAMING TO BE PRESSURE TREATED WOOD. CONCRETE FOUNDATION WALL BEARING ON A CONCRETE FOOTING. THE gALL EXPOSED FRAMING CONNECTORS AND NAILS TO BE STAINLESS STEEL, 3D VIEW , � ��� '.� ti. PRE-CAST FOUNDATION SYSTEM IS TO BE DESIGNED BY A THIRD PARTY/ PREPARED FOR: OR OTHER FINISH APPROVED BY ENGINEER. SPECIALTY ENGINEER. REFER TO REQUIREMENTS OF FOUNDATION �'- `` DIANNE CRARY HOUSE 10.INSTALL BLOCKING BETWEEN JOISTS AT ALL SUPPORTS. DESIGNER/SUPPLIER. PROVIDE GNCB WITH FOUNDATION SHOP DRAWINGS OCEAN VIEW AVENUE 11.ANY WOOD I-JOIST SERIES TO BE TRUS JOIST ENGINEERED WOOD PRODUCTS BY WEYERHAEUSER.. FISHERS ISLAND, NY FOR REVIEW PRIOR TO FABRICATION. 2. AT AREAS OF CAST IN PLACE CONCRETE,ALL EXTERIOR AND INTERIOR 12. REFER TO SHEAR WALL NOTES AND INFORMATION. (� SPREAD FOOTINGS SHALL BEAR ON NATURAL UNDISTURBED GRANULAR DATE: APRIL 7, 2019 DEPOSITS BELOW ANY FILL OR ORGANIC MATERIALS, OR CONTROLLED STRUCTURAL FILL HAVING A MINIMUM ALLOWABLE BEARING VALUE OF 2.5 Cl] TONS PER SQUARE FEET. � . 3. NOTIFY GNCB ENGINEERS DURING EXCAVATION TO VERIFY SOIL CONDITIONS NAILING SCHEDULE O AT SPREAD FOOTING LOCATIONS. 4. ELEVATION OF SUITABLE BEARING MATERIAL ASSUMED TO BE T-0" BELOW CONNECTION NAILING EXISTING GRADE. LOWER FOOTINGS AS NECESSARY BASED UPON FIELD CONDITIONS ENCOUNTERED. JOIST TO SILL OR GIRDER,TOE NAIL 3-8d 5. PROVIDE CRUSHED STONE IF WATER IS ENCOUNTERED AT FOOTING BASE. BRIDGING TO JOIST, TOE NAIL EACH END 2-8d LEGEND: 6. FOR SLAB ON GRADE AREAS WITHIN THE BUILDING PERIMETER, REMOVE ALL SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d AT 16"oc SUPERIMPOSED LOAD TO TOP OF PRECAST CONCRETE SURFACE TOPSOIL DEBRIS AND ANY OTHER UNSUITABLE MATERIALS. TOP PLATE TO STUD, END NAIL 2-16d FOUNDATION WALLS EXISTING GRANULAR MATERIAL MAY BE LEFT IN PLACE PROVIDED IT IS STUD TO SOLE PLATE, TOE NAIL 4-8d >_" RECOMPACTED WITH A MINIMUM OF 6 PASSES OF A HEAVY VIBRATORY DOUBLED STUDS, FACE NAIL 16d AT 24"oc �'i ROLLER. ANY REMAINING FILL REQUIRED TO THE UNDERSIDE OF SLAB SHALL BE COMPACTED GRAVEL FILL, MIN 9-IN REQUIRE. DOUBLED TOP PLATES, FACE NAIL 16d AT 16"oc LOAD DESIGNATION LOAD COMMENTS TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d U REINFORCED CONCRETE CONTINUOUS HEADER,TWO PIECES 16d AT 16"oc LOAD A 1,450 LBS/FT W F-'-i ALONG EACH EDGE 1. ALL CAST IN PLACE CONCRETE WORK SHALL CONFORM TO THE AMERICAN CONCRETE CEILING JOISTS TO PLATE,TOE NAIL 3-8d LOAD B 400 LBS/FT INSTITUTES SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. CONTINUOUS HEADER TO STUD, TOE NAIL 4-8d 2. ALL CONCRETE IS DESIGNED BY ULTIMATE STRENGTH METHODS AND SHALL BE CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3-16d NORMAL WEIGHT,AIR ENTRAINED (5%TO 6%)WITH A 28-DAY COMPRESSIVE STRENGTH LOAD C 1,900 LBS/FT CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3-16d PRECAST CONCRETE AS FOLLOWS: N 1/2" 1/2" GAP AROU RAFTER TO PLATE, TOE NAIL 3-8d ND FOUNDATION WALL FOOTINGS 3,000 PSI r' � � BEAM X DESIGNED BY THIRD LOAD D 1,025 LBS/FT �---� INTERIOR SLAB ON GRADE 3,500 PSI BUILT-UP CORNER STUDS 16d AT 24"oc PARTY/SPECIALY EXTERIOR SLAB ON GRADE 4,500 PSI BUILT-UP GIRDER AND BEAMS (U.O.N.) 20d AT 32"oc AT TOP ----r> ENGINEER NOTES: ct Qt 3. ALL REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS,ASTM A 615 AND BOTTOM AND STAGGERED V GRADE 60. 2-20d AT ENDS AND AT 1. SEE FOUNDATION PLAN FOR UNIFORMLY DISTRIBUTED LOAD LOCATIONS OF O 4. LAP BARS 48 BAR DIAMETERS WHERE REQUIRED. PLYWOOD: UNLESS OTHERWISE EACH SPLICE REFER TO MANUFACTURER'S LOADS A THROUGH D. 5. DETAIL ALL BARS IN ACCORDANCE WITH "ACI DETAILING MANUAL. NOTED REQUIREMENTS FOR BEAM POCKET 2. IN ADDITION TO UNIFORMLY DISTRIBUTED LOADS SUPERIMPOSED TO TOP OF PRECAST ON THE PLACING DRAWINGS, SHOW THE NUMBER AND LOCATION OF ALL BAR AT PRECAST FOUNDATION WALL CONCRETE FOUNDATION WALL, SEE SHEAR WALL HOLDOWN INFORMATION FOR (� SUPPORTS AND ACCESSORIES NECESSARY TO SUPPORT REINFORCEMENT IN APA-RATED PLYWOOD BEAM MATION POSITIONS INDICATED. FLOOR SHEATHING PER PLAN MULTIPLE PLY ADDITIONAL LOADS IMPOSED AT SIMPSON HARDWARE LOCATIONS. 6. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT WHEN NOT OTHERWISE 3/4"TONGUE AND GROOVE 8d LVL BEAM 3. SEE FOUNDATION PLAN FOR POINT LOADS AT BEAM POCKET AND HEADER LOCATIONS. W P" INDICATED SHALL BE: ROOF SHEATHING 5/8" 8d BEAM POCKET DETAIL AT CONCRETE WALL CONCRETE POURED AGAINST EARTH 3" U U CONCRETE POURED IN FORMS, BUT WALL SHEATHING- PER SHEARWALL NOTES EXPOSED TO EARTH OR WEATHER: NOTES: SIMPSON a. BARS#5 AND SMALLER 1-1/2' b. BARS LARGER THAN#5 2" SCHEDULE BASED UPON COMMON WIRE NAILS. STEEL COLUMN CAP LARGER NAIL SIZES REQUIRED FOR BOX OR PNEUMATIC DRIVEN FASTENERS. 7. EPDXY ADHESIVE TO BE HILTI HIT OR EQUAL, UNLESS NOTED OTHERWISE. SUBSTITUTING PNEUMATIC NAILS OF EQUAL DIAMETER OR LARGER IS ACCEPTABLE. Q SUBMIT PRODUCT DATA AND ALL PERTINENT EVALUATION REPORTS FOR ALL PROPOSED FASTENERS IF DIFFERENT THAN INDICATED ON THE STRUCTURAL DRAWINGS. COMMON WIRE NAIL DIAMETERS 6d 0.113" tip 8d 0.131" 10d 0.148" 12d 0.148" 16d 0.162" (4) 1/2" DIA. ANCHOR BOLTS STD PIPE COLUMN (PER PLAN) I I W o 20d 0.192" DRILL IN & EPDXY INTO WELD TO BASE PLATE 1 1 1/2" 5" 1 1/2" I �+ SIMP30N POST CONC FTG I I BASE I i., I WELDED WIRE SAW CUT ABA66Z BASE PLATET - OUTLINE OF FABRIC CONTROL JOINT AS �, SEE PLAN I T o o I FOOTING BELOW REINFORCEMENT SOON AS I ;n 1 1/2"CLEAR ON CONCRETE WILL w I o o I BRICK OR BLOCK NOT RAVEL(24 HRSQ TOP OF INTERIOR NON-SHRINK FULL DEPTH I I SUPPORTS MAX) 10" DA FOOTING GROUT PRE-FORMED I N o CONC PIER ISOLATION JOINT I r 4" I STD PIPE'. COLUMN � Z WITH 1-#5 VERT+ I I U u- 0- TOC EL _ I I TOBASE PLATEOCOLUMN STD HOOK x��Xa w SEE PLAN g L---------------� - u 3-#4 BARS x x x x x x x x -z Qa ; g BASE PLATE W -J cn Q � BOTTOM O 0 EACH WAY 111 ASE PLA v N i-� Q 00 GRAVEL w m >: PLAN O ;e: .....:.. VAPOR RETARDER 0° CD LL ►- 1- I ) F-=1: 'I�.-.:=��II�' �� �� z w PER ARCHITECT SLAB ON GRADE BEARING SURFACE: I I CLEAR COVER BOF EL WITHIN THE BUILDING AREA TYP• � . " W U REMOVE ALL TOPSOIL, MAN-PLACED FILL, _ I I X � E �' a Z n Z Q - SUBSOIL AND ANY OTHER UNSUITABLE - ( I I G11Rtl _ INTERIOR CONCRETE FOOTING .� 4� �? '' )•+ W �- MATERIAL TO EXPOSE NATURALLY DEPOSITED-M III III III III III III I CONCRETE DESIGNED BY THIRD PARTY/SPECIALY INORGANIC SAND/GRAVEL, OR REPLACE FOOTING ENGINEER UNSUITABLE MATERIAL WITH COMPACTED `� ✓ �""''�� U Qr � <$ STRUCTURAL FILL 2'x2'x1' FTG SIZE& REINFORCING NOT SHOWN SEE ARCHITECTURAL DRAWINGS REFER TO PRECAST CONCRETE FOUNDATION WALL ° x FOR ANY INSULATION REQUIREMENTS REQUIREMENTS AT WALL/SLAB INTERFACE OFESSt��P TYPICAL SLAB ON GRADE DETAIL CONCRETE PIER & FOOTING CONCRETE FTG/STEEL PIPE COLUMN • N ( C ( OAW f C u 1-4 u: G � _y .0 4-4 C 5'-6" 6-7 1/4" 6-5 1/4" '6'-5"" 6-5 3/4" 6'-10" 6-8" 36'-8" 6'-8" 6-6" 8'-9 3/4" 8'-7" N c� � n u: >~ tin 2'10" r- FTGS LAP - — — N — - �./ V - - - - - - - - - - �,/- - ryol, OUTLINE OF 10" DIA. N SCREENED PORCH SONOTUBE FORMED ABOVE CONCRETE PIER + Eo STAIRS 2'x2'xl' CONC FOOTING 't ABOVE SEE TYP. DETAIL •�•�• • � ar fl SCREENED PORCH DECK ABOVE , 010�n c Q ��--roc r" Zt.i}U�� ih ABOVE _ „ 10 C-ACT, IIn-VAuat..z m'_ zzm 12' -9 1/4" 53'-1 3/4" 26'-0" -1 �" Z 0 u F7O kk0 0 �, L' �O0v 1 l v POST LOADS TO S2.1 TOP OF PRECAST WALLEO, REFER TO PROPRIETARY PRECAST 20'-7 3/4" ^ POST LOADS TO CONCRETE FOUNDATION WALL N TOP OF BULKHEAD BEAM POCKET REQUIREMENTS WALL 7-73/4 STAIRS 4-0 1/2 4'-0 1/2' Ct ABOVE 4'-4 1/8" W �---� - Lo C� H M -- — -r , °-e• ,d :LOAD C- d d — d Q _< a• ;a ; a' a a, 4'-0 1/2" o 8 1/4" ' BEAM BEAM BEAM BEAM BEAM -.4 S--I - DOOR R.O. °LOAD A-, CONCRETE BULKHEAD 2'-0 1/4"2'-0 1/4" !POCKET POCKET 2'-0 1/4"2'-0 1/4" POCKET I POCKET POCKET d O ch WALLS/STEPS BY PROPRIETARY T-8 1/2"WIDE x j POINT LOAD POINT LOAD j POINT POINT LOAD POINT LOAD PRECAST CONCRETE o0 7'-2 1/2" HT ,4,500 LBS 4,500 LBS' LOAD I 4,500 LBS 5,000 LBS v I Uj '- FOUNDATION WALL M I , WINDOW R.O. WINDOW R.O. 4,500 LBS _ WINDOW R.O. • .--1 MANUFACTURER 4'-0 1/2"WIDE x 4'-0 1/2"WIDE x #5 BARS VERTICAL+ 1'-0" 2'-9" 1'-0" - I 4'-0 1/2"WIDE x 2'-6" HT 2'-6" HT 2'-6" HT j STD HOOK AT CORNERS FULL HEIGHT DOWEL INTO FOOTING GROUT SOLID CELLS LI 0I 0 FIREPLACE FOUNDATION CJ I CJ I CJ I CJ CJ N ( ICONCRETE MAT SLAB m — — — — — ----- — — — — — — — ------- — ----- — — - — ----- — — — — — — — — — r "x/2 4'-9"x - 1 1 FT THICK CONTROL JOINT I I ( 6' 7 REINF. W/#5 BARS AT 12"oc i O I SEE TYP. DETAIL j j `t ( IEACH WAY BOTTOM W —► " I INTERIOR CONCRETE FOOTINGS I I o I � CONCRETE FOUNDATION ' CJ CJ X C - ___ _ __ _ _ � � WALLS BY PROPRIETARY p BY PROPRIETARY j i i T �— — — _<> GJ PRECAST CONCRETE ao PRECAST CONCRETE N `" FOUNDATION WALL -� j FOUNDATION WALL j v MANUFACTURER v MANUFACTURER,TYP. BEAM U I v B I I I I 8 CCS o PIPE 3-1/2STD PIPE 3-1/2STD PIPE 3-1/2STD PIPE 3-1/2ST PIPE 3-1/2STD PIPE 3-1/2STD ' PIPE 3-1/2 STD POCKET bo POCKET I POINT LOAD POINT LOAD POINT LOAD POINT LOAD POINT LOAD POINT LOAD POINT LOAD POINT LOAD POINT LOAD 4,000 LBS C J 16,000 LBS(— C J 16,000 LBS F C J C J 16,000 LBS ,—) C J F /1\ 16, 000 LBS 18,000 LBS I 6,265 LBS i 6,265 LBS i 2500 LBS () I 0 I coI BEAM , POCKET 10 114 10-5 5/8 10-5 3/4" 10-5 3/8 10 5 112 10'-5 1/4" 10 1/4' POINT LOADpoll zo 4,500 LBS ° #4 BAR IN SLAB U 4 FT LONG I ( I 8 1/4„ a LOAD A 9 _ 4 LOAD X' AT RE-ENTRANT CORNERS \ TYP. I UCJ U CJ U CJ i U CJ 8'-1 3/8” 8'-6 3/8" 91-43/811 -------------------------- �— — — -- — — — — — — — — — — — — — < WEST PORCH I I I I ABOVE o I I I o U I U I U I U I I I I wH o BEAM BEAM BEAM OUTLINE OF BEAM y, POCKET POCKET I POCKET ( ENTRY PORCH POCKET _ Q POINT LOAD POINT LOAD POINT LOAD ABOVE i POINT LOAD 4,500 LBS 4,500 LBS 4,500 LBS 4,500 LBS LOAD C CD ' I U-0" 5'-3 7/8" 10'-5 3/4" 10'-5 3/8" 10'-5 i/2" 11'-3 1/2" 26-0" `- 911-11" II W NOTES: Q V 1. PRECAST CONCRETE FOUNDATION WALL SYSTEM, BULKHEAD AND INTERIOR FOOTINGS TO BE DESIGNED BY THIRD PARTY/SPECIALTY z OUTLINE OF ENGINEER. O �+ STEPS ABOVE 2. REFER TO LEGEND FOR SUPERIMPOSED UNIFORMLY DISTRIBUTED LOADS TO TOP OF PRECAST CONCRETE FOUNDATION. 3. REFER TO LOADS IMPOSED BY SHEAR WALL HOLDOWN z °� HARDWARE TO TOP OF PRECAST FOUNDATION. a 0 Q 4. REFER TO POINT LOADS AT BEAM POCKET LOCATIONS. I 1 O 5. REFER TO POINT LOADS IMPOSED TO PRECAST QF 'r+tEV4< CONCRETE FOUNDATION AND INTERIOR FOOTINGS. 4 'may 1 1 01 FOUNDATION PLANsit . OrSStC1'��� • V1 N i - SHEAR WALL NOTES 4.4 1. SHEAR WALLS ARE NOTED ON SHEAR WALL LOCATION u 2. SIMPSON HOLDOWNS AT EACH END OF PERFORATED c SCREENED PORCH DECK !II SHEAR WALL PANEL . HD9B + 7/8" DIA.BOLTS. 3. INSTALL 7/8" DIA.ANCHOR THROUGH PRECAST I I N - i„ CONCRETE FOUNDATION WALL AND FASTEN WITH ---- - 1.' NUT. I; 4. LINO, BUILD UP WOOD FRAMING AT SHEAR WALL 4.4 'r' �+ 1 ' i• CHORDS TO PROVIDE MINIMUM WOOD FRAMINGtn tJ7 j THICKNESS SHOWN ON SHEAR WALL PLAN, OR USE S2.1o d- CONCRETE FOUNDATION \ .: ) .: :..-.. ��" ....:_..,.: ..- v _:"..:_: :, - {" '��� rr�V// - -. .- `✓ SOLID WOOD POST AT EACH SHEAR WALL PANEL END. t ATTACH STUDS TOGETHER WITH 1/4"x 3" SDS SCREWS WALLS BELOW BY --" - PERFORATED SHEAR WALL PERFORATED SHEAR WALL AT 8"oc. PROPRIETARY 5. INSTALL ANCHORS A MINIMUM OF 5" FROM ENDS OF PRECAST CONCRETE (i[;' �� i SIMPSON SIMPSON I' FOUNDATION WALLS. ;,. FOUNDATION WALLI ` \ ,; ✓ HD5B NDSB i, 6. PLYWOOD SHEATHING 19/32 5/8 MANUFACTURER N NAILED WITH 10d COMMON WIRE NAIL SIZE) I i .. ""`� ,. : .< .,. ,a ::n.: M AT 3 oc AT PANEL EDGES AND 4"oc AT FIELD NAILING ta . . O _ •. SIMPSON HD5B SIMPSON HD5B TO INTERMEDIATE T S UDS 7. NO HORIZONTAL JOINT IN SHEATHING FOR A ..w.- : .-. .. ,. MINIMUM OF 1 FT ABOVE AND BELOW RIM BOARD. , CONCRETE BULKHEAD 10 1/4" I ! i (B - - - - SIMPSON HD9B » ;,' (i 8. SOLID BLOCK AT ALL PANEL EDGES WITH DIMENSIONAL .. CY�"� WALLS BY PROPRIETARY SIZE TO MATCH FRAMING. .,, cc a N Q PRECAST CONCRETE I fi } 9. IF SHEATHING IS INSTALLED ON BOTH SIDES , a� Q0c),c FOUNDATION WALL �` % OF SHEAR WALL, OFFSET VERTICAL PANEL EDGES �` d F-01,a MANUFACTURER __- - --- -.. (; TO FALL ON DIFFERENT FRAMING MEMBERS " �"k n U a w SIMPSON � ., u Z m<_ 5 { L11 Ow F- _.,._ _ _...,.._r - 10.INSTALL HARDWARE PE',R MANUFACTURER'S q rLL Qu U HD96 ' I RECOMMENDATIONS. aj L,.,, Q W f is C) j I 1 Q n aI < U) ! i N. a .. w Lu 3 L: I O \� f w Q ct r 1 w i li c O ui ,,r z . i p 'f ; I - i ,f ( ...._. Ng r-- SIMPSON HD96 'r F SIMPSON MIN. 5" SIMPSON HD5B HDSB I ..` _. SIMPSON HD9B SIMPSON HD9B .,. 5"MIN. FROM - r END OF SHEAR WALL r' _------ =-- SIMPSON HD5B SIMPSON HDSB PANEL TO CENTER OF SHEAR WALL HOEDOWN ANCHOR " SIMPSON LFTA " FLOOR TO FLOOR 1 [BOLT, TYP. ` 00/4" - �---- - ------------- �:_:��_."_-_��.-_�,; � '_ - ----------------�---�-- TIE ANCHOR-EVERY OTHER I ( STUD z „MIN.WOOD PERFORATED SHEAR WALL ~ `MEMBER THICKNESS (CHORD)_,_,r_­_, _, Cd FOR SHEAR WALL& .1 rm SIMPSON - _-.. ._._. _.- SEE WALL SHEATHING LAP y Q� " J HD9B PERFORATED SHEAR WALL: j ,, !', - I ¢ TYP. DETAIL (, REQUIREMENTS, P. i ”' a P I FLOOR FRAMING SHEAR WALL: O INDIVIDUAL r`' _ w PER PLAN FULL HEIGHT ¢ i RIM BOARD PER ARCH DWG - "` ,i PER ARCH DWG= I SIMPSON HD5B x SIMPSON ! ' Tilt ; ,i f ' f I" , WALL SEGMENT = �;.e - , 6 I HD9B o ('.._ ' WINDOW i DOOR"-F,, 2x6 WOOD STUD w NO OPENINGS - ` I ' I - �- WPQ OPENING OPENINGS ( WALL y, U P4 O W ui N _ . .___ ..w_.....:... ....... . Lo 1/4" 15/32 REFER TO SHEAR WALL NOTES SIMPSON HD9B \ PLYWOOD AND SHEAR WALL LOCATION PLAN HOLDOWN WITH 7/8" DIA. INDICATES :€ EXTERIOR PRE-CASE CONCRETE WALL SHEATHING, THREADED ROD + NUT ENTRY PORCH 15/32 PLYWOOD WALL FOUNDATION WALL 10d NAILING AT 3"oc CAPACITY 9,920 LBS.,TYP. SHEAR WALL PANEL - I AT PANEL EDGES, Q WITHIN PERFORATED ! SHEATHING PER BELOW-PER PLAN 4"oc AT FIELD, TYP. SHEAR WALL NOTES SIMPSON HD5B SHEAR WALL , . . -.:. •.:^. 2x6 WOOD STUD WALL ❑' ❑} ❑ ❑' AT 16"oc, TYP. WITH HOLDOWN WITH 5/8 DIA. t�,>�: ,. ..:.u s 1; w THREADED ROD + NUT SHEAR WALL CHORD AT EACH CAPACITY 4,935 LBS.,TYP. SIMPSON 9) SHEARWALL END PANEL � PERFORATED SHEAR WALL HOEDOWN + � THREADED ROD 3/4"T&G PLYWOOD FLOOR SHEATHING PERFORMATED SHEAR WALL FULL HEIGHT WALL PANELS + WINDOW/DOOR OPENINGS FIN. FLR . o HOLDOWN HARDWARE —� AT EACH END OF PERFORATED SHEAR WALL CS20 COIL STRAP EXTENDS FROM — Q LOCATE OPENINGS PER ARCHITECTURAL PRESSURE TREATED SILL PLATE U DRAWINGS TO STUD, EVERY OTHER STUD, RUN CS UP 1-FT ONTO STUD, TYP. m I FLOOR FRAMING PER PLAN x_02 SHEAR WALL LOCATION PLAN 2x PT WOOD SILL SOLID BLOCK BELOW NUT/ROD SHEARWALL CHORD u z ANCHOR BOLT WELDED ,�^'""�0 NES y» � a NOT SHOWN -SEE ` �URTt �' ~ W 0 ARCH SECTION ;'. O V cn F cn a GRADE ` +` VARIES. ~� OFESSI� REFER TO PRECAST FOUNDATION WALL � REQUIREMENTS AT CONC SLAB W Q z PROPRIETARY PRECAST CONCRETE a = Q FOUNDATION WALL DESIGNED BY H = I THIRD PARTY/SPECIALTY ENGINEER Via, ,x; ; x x x- CONC SLAB H 0 '�-� F ' C f +; 2 GRAVEL SEE TYP. DETAIL ITT - J • SHEAR WALL HOLDOWN SECTION CDr-+ N '► ' �� C tV Lai C U � U u s.+ C v N C CJ SCREENED PORCH DECK �r) 1� F WOOD POST ON CONC PIER 6x6 .0 BELOW PORCH/DECK+ WOOD POST UP,TYP. ", III II II II II II II II II II II II II II ii II II II II II II II II II II II Il II II TYP II II II II II II II II II II II II II II II II lI II II II II II II I �I ti II II II II II II II II 11 II II II I► 11 II II it II 11 II II II II II II II II II II II II II Ii II II II II II II II II II II II II II II II II II II II �I N I I II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II I �I 1 I II II II II II I I II II II II II II II II II II II II II II II II I I I I II lI it II II II II II II II II II II II I I II II II II II II II II I I I I I I I I II 1 �I ,:`�''��'�,`� � r II II II II II II II II II II II II II II it II II II II II II II II II II II II II II II �`�.' o°0 x � II II I I I I I I I I II II I I II II I I I N . . , - w . . 0w N ( NII it II II II II II II II II II II ,I II II II II II II II II II II II II (loll II II II II II 11 II II II II II II II II II II II II II II II II II II N II ���c ZU 6x6 6x6 1111 II II II II II II II II II II II II II II II II II II 11 II II II II II II� Ilmll II II II II II II II II II II II II II II II II II II II II II II 1111 ISI N �, � II II II II II II II II II II II II II II II II II II II II II II II II II II�II� II II II II II II II II II 11 11 II II II II II II 11 II 11 11 II II IL II �i i l __ = _ IIII IIII IIII IIII III II II II II II II II 11l1 II II II II II II II II II II I 11 I II IIII 1II IIII I I � 0 � z DN ' � 0z 11 11 11 11 I 11 11 11 11 I 11 11 11 11 11 11 11 11 11 11 11 11 1 11 000= 7 ET Q 2x12 C) -d Ua-U N II I _ _ _ _ 1 II II II II II II II II II II II II II II II II II II II II II II II II II 11 II II II II it II I► II II II II II II Is21b it II II II II II II II II II II — N lil � l II I I II I I I I II I I I I I I I I II I I II II I I I I I I I I II I II I I I I I I I I I I I I I I I I I I � V �T(�2�2 V _ II II II II II II II II II II II II 11 II II II II II II II II II 11 II II II II II II II II c ►c'j �c6 II II II II II II II II 61 II II II II 116x611 II II II I¢x6 II II 11 11 11 CONT 11 11 11 11 11 11 II 11 11 11 11 11 11 11 11 11 11 11 11 II 11 11 11 11 11 11 11 II II II II II II II �� II 6x6 I PT(2)2x126x6 DTT II II II II II II it it II DTT 1zI 1► II 11 11 11 11 11 11 DTT1Z II lff?xl2,LERGEff 11 11 IIDTT1ZII 11 11 11 II 11 I 11 11 DTT1Z 11 11 II 11 11 11 11 DTT1Z II DN 11 1 _ I�_ u_ u_ L AAA � � JJ.lJA _LLLLLLLLLILLl IIJ.I. III � �, II II II 1I 11 II Il II II W v Jl Jl Jl �l Jl �l �I Jl J1L _ _ lJ Ll _ _ _ — — _ — _ — — — _ — I I II II II �•'""{ z6=== li==== ====- �ITT— , � - - - - - CONCRETE BULKHEAD 1 I I I I �� — �� I I I I I I I I I I I I I I I I I I I I I I I I I I I I►� I 0 � TT WALLS BY PROPRIETARY l = _ _ _ _ _ _ _ _ _ Ff = = = _ _ _ _ _ — — — — — _ _ _ _ _ _ — — — — — — _ — — — — — — — — DECK TIE PRECAST CONCRETE I I ► DTT1Z FOUNDATION WALL I i I I I I I I I I III MANUFACTURER I 9 1/2' DEEP TJI 230 16"oc— 1 1 — II II II II II II II II II II II II II II it II II II ill I 9 1/2" DEEP TJI 230�a 16"oc I - - - - = _ _ — _ - 2-SPAN CONT. I I 2-SPAN CONT. _ = = _ = _ = = = _ _ _ = = = _ = -- —(2)13/A!x 9A/2IVL cII 112 GAP BETWEEN 11 11 11 11 11 11 11 11 11 11 lLliC�"—o M FRAMING MASONRY,TYP. ozCONCRETE FOUNDATION ol WALLS BELOW BY z ' IIIIl I IIIIII IiIItI IIIIIIIII I Q� Q ~ V PROPRIETARY � I S PRECAST CONCRETE _ _ — — — — — — J N 04 FOUNDATION WALL F � — — — — — — — II0, III II III IIIII I W f MANUFACTURER I I � _ m= _ _ _ _ _ = = �m = = = = = = = = � m= _ _ _ _ _ _ _ m = - - — 1 — III I I I I I I I I I I I I (((3) 1113/4"� 17 1/41�I LVL'I I I I I I I I I I I I I III DESIGNED BY THIRD = _ _ _ _ _ _ _ _ —v — _ _ _ _ _ _ _ _ _ _ PARTY/SPECIALTY l X I 1 z v z v l ► z * z (2) 1 3/4"x 9 1/2" LVL ► _ --_ ICI _ I� IC0�1 _ ICIC =I _ IL �I # _ ILIC =I _ ILIC �I . .� ENGINEER I = _ _ _ _ _ _ _ _ ---to _ >__ _ _ _ _ _ _ = c �>- _ _ _ _ _ _ _ _ _ >_ _ _ _ _ _ _ _ N _ — _ _ _ _ _ _ = I CARRYING BEAM (LOW) M I I — — _ — — — — _ M — _ — — — — M Ol II o II II II II II ii ii ii ii ii II II II it II II it - - - _ � �; _ _ - - - - - - - I� <= _ - - - - - - W II II II II II II II II II II II II II II II II III I I--I �--+ m z II II II II II II II II II II II II II II II II III I I 2x6 WOOD STUD BEARING WALL ABOVE — _ _ _ _ _ _ V� � _ _ _ _ - - = = = � iII � Q II II II II II II II II II II II II II II II II III I O 0 0 0 0 l (3) 1 3/4"x 9 1/2" LVL BEAM —FLUSH FRAME WITH JOISTS = � _ _ = _ _ _ _ _ � � _ _ _ _ _ _ = = = � ► II II II II II II II II II II II I II II II II II II III Q — — — — — — — — — — — I II — _ — - - _ _ _ — _ — Il — _ _ III II II II II II II II II II II II II II II II II it III I � � Ux l — — — — — — — — — — — — — — — — —(2) 1 3/4"x 9 1/2" LVL 44— — 4 _ _ _ _ _ _ — — — x U - - - - - - - - - = I� = - - - - - - _ � — - - - - _ � � _ - - - - - - - - ILII 11 _11_ 11 11 _11_ 11 11 _11_ 11 11 _11_ 11 11 _11_ 11 II _II� I Uv ----= - x6 - - I - - - - - - - - = - 1 - - - - - - - - - - - - - - - " - - - - - - - - - - - _ � F = - - - = - - _ - - - - - _ _ _ c ' T , =n = 11 _ _ _ _ _ _ _ _ _ � _ _ _ _ _ _ _ _ NIIIII11 LN II II LEDGER II — — — I 00 - - — - - - - - - 1 I � co III IIN 11 � 11 I I III IIS IINII II I 1 = _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - _ _ _ _ — co � illll� 11x11 II II I = x6 = _ ,� _ _ _ _ � w = = = = = = = = = = _ = = _ _ _ _ _ _ _ _ = -- 6 W 66 — � � �, I II Iv- - - - - I - — - - - - - - P (2)2x8 RIM - 1 = _ — — ( _ _ _ _ _ _ _ _ IF 8 3/4" 5'-7" I = _ _ _ _ _ _ _ _ _ _ _ II Lo II DTT1z II II I�xB IT LEDGER, 11 11 II DTT1Z �ll _� M r IrlI N IIS 11 11 I II II CD NII I I II N I�, z li W IIS 1 -11 1111 II 11 11 Ila II II II II II p� a CONC PIER ON o � T _UI CONC FOOTING _4 I DN - (�) 2x8� I SEE TP. DETAILS °U =o= —o o \ N ry 16'-11" 2'-4" 9'-6" 2'-4" O 6X6 PT WOOD POST � WDA 2'-0" ON 10" DIA CONC L� BLOCK OUT SONOTUBE FORMED FTG OR PIER, TYP. PAD OUT AT SEE TYP. DETAILS W Vn PERIMETER ►4 n- Q �- I , n NEW k S1631 03 FIRST FLOOR FRAMING � 1/411 = 1 F-OFF 10 �.. c 4.1 ry < 4-4 C.) ;.4 T_4 Z4X4 STUB POST 4-J BLW RIDGE cl� tij _77_ =7 ry — — — — — — — — -- ir SEE TYPICAL DETAILS =T T= RIDGE BEAM ox o . 77 ROOF RAFTER Z tut D 2x12 @16"oc < z Uqz 0a:<P�85 'U. nu Lu ai Z u I o 0 z z c 0 "c' z 0 u 0 CL 0 UO ta (Z; I S2.1 II 71= — — — — r-ct STUB POST BLW RIDGE -----+I-4--4--II--4---FI--1I--+-4--I+--4-4--H---4 l­­4­4II—1 J­--4II---4II- II 1I1I IIII IIII IIII IIII II IIII IIII II IIII IIII IIII IIII -OVER BUILD PORCH- 11 �II II I II III IIII IIII II II II II II II II II II II II II II - 11= -- --- IIII------- IIII------------------- IIII--------------- Ti I-ROOF ONTO MAIN ROOF 11 11 11 11 11 11 11 11 11 11 11 11 1 11 11 11 11 11 11 11 Ill Jill 10 1 O � I II II 11 11 11 11 11 11 11 11 11 11 1 11 1I 11 11 11 11 11 11 11 IllII II Jill II 11 5/8" PLYWOOD ROOF I I III II II II II II II I II II I SHEATHING,TYP. Jill 1111 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 II Ill I II 1 1 41 11 11 11 11 11 11 11 11 11 11 cn U) "GAP AT WOOD/MASONRY,TYP. 11 oil ()� 11 11 11 11 11 11 Ill I L�, ' 1111 . 11 .1 11 11 11 11 11 11 11 P Lu (�)2 - J_ X11 Zo =TI < U) @) 11 11 11 11 11 11 11 11 11 11 11 a� 11 11 @YI C14 LL uJ 11 11 11 11 11 xIIII 0S 11 11 il 11 11 11III 11 11III 11III 11III 11III II LZL, Ill I IIIIIIII IIIIIIII IIIIIIII IIIIIIII IIIIIIII IIIIIIII IIII1 IIII1 2x6 WOO D STUD WALL c*4 0 BELOW II III 1I II I1I NxI 'a) Ill I c",11 0 4 ui N L Ill I 7IF 11 11 Il II I II 1 11 11 2 I c 0 30: Z) u JL JL A_ _L _JL _L jx14 VIL j _jL1 3 _iL 1 !�I -I 0 < )2x _�L _1L JL JL JL JL _T _TF _TF 7 -IF - I 1 1 IF -IF —IF _f IL =AL I [ii [I I ri I _F RIDGE BOD �l �l �l �l �l ­II �l �l �I �l �I �l �l _tF -IF T1 _T 7- _F AR I T ilp III 111 Ill Ill Ill Ill Ill III Ill III III 11 11 11 11 III 11 11 III III III III 111 111 11 111 111 111 111 III IIII I11 111 1 qII II II 11 11 1I 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 Ill I LI II II II it II III 111 II II II II II II11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 IllII II 11 1 1 11 11 11 11 11 11 11 11 11 11 11 11 Ill Ill Ill Ill Ill Ill Ill 11 Ill Ill Ill Ill Ilu I Jill 11 11 11 11 1 11 11 11 11 11 11 11 11 11 11 11 11 11 11 1� I Ill I +1 Ill III Ill Ill Ill I I Ill Ill I 1 11 1 11 Ill Ill Ill Ill Ill Ill Ill Ill Ili 1111 Ill Ill Ill Ill Ill Ill III Jill Ili 11, 1111 ll 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 1 X11 1 11, 11, 11, 1,, RIDGE BOARD 11 /4x114 LVW III 111 INI III III III III III III III 111 III III IIII 111 III ( 1111 II II II II II II II II II II II II II II II it II II II IIII I V -111 1.- 1 -jlLII IL j Ill III iL-_ -T IF-_ ' 1 11 =L111I I I I II I I I I I II I I I I I I O 1 11 L -11 ­ll I rF- -'!I Ill [p1j _T11 - 'Il— IfF 111111 `0 T Ill F 11 11 11 11 11 11 11 11 r 11 11 11 11 11 11 11 11 11 Ill I � I IIpIII � 11 III III (IIII 111 III 111 11111111 111 F 1] _11- 111111 III Ill Ill 111111 Ill Ill Ill Ill 111 Ill III III 111 Ill 111 111 II 111 III 111 �I 11 II II II II II II II II II II II II II II II II II II II IIII D U) 111 III III III 0- II II II II IIII II II II IIII II III II II II III II II II II II II II II II II II II II II II II II II II II IIII I Qi D (2) 12 (2)�xl 2 IIIIII I1I1I1 111111 j111 (2)111 x12 z jh III III I1 1I1I1I I III II II IIII 1 01 1 1 1 ,x I III Ili Ili III III 11�- Ili— —4jAlllll Ill ill 1 11 I!-- v qI v11 11 11 11 11 11 1 11 Ili Ill II II II II II II II it II II II II II II II II II II IIII II W ii Jill 1111 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 1111 I x u 11h —�11II11II 1.1I 1I�—t1I 1I——11I 1.1I——t1I —_t II II——It-1I —ff1I —__tII I_—`_�_—t—---I l­_—tt1I- _f _1�_ t1I 1I —_1—1I I —It-—-t1I _j Ill I v�QW,, u Ill Li I III ——————————— lf�_ 1�311 II 11 II lid, I! 11 11 11 11 11 1-1 1 11 11 11 iL JjL 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 1 F C*) + 1 IL J1 11 T 71 7 Fi 1-11 1 11 11 ZI 111 z ZT J:�—_1 11 11 11 11 ll�o ui 1 41 — =r I#-_I II II II I Ill 11 T 0� O_ 1- STUD I 11wo1 Ill 2x6 WOOD DORMER WALLS �ri , 4= LL 0'-1 < uj BELOW 2x8 (RlfEwAI I 11 11of 2 1 11 2x8 @ 161pc 1 11 11 11 lI Ill 11 FRAME OPENING 2x8 PC ill CN 10� -L == = = == I I I - 01 OPTION: I II II II II I IIIIIII IIIIIIIIIII IIII IiIIItII IIIIIIII IIIIIIII 111 i -- I_I_ II — 11 IIII IIII IIII III II II II -4- OWNER MAY CONSTRUCT = I�11 Iit IINQ l —I _ — 1 ( II II II i III it DORMERS IN THE FUTUREWQ 4= �j E-4 " _4== l 11 I.Ji F _4_=__F'lid' 11 CONSULT WITH ARCHITECT if= 11 Tri 11 jl 11 ll� 11 11 11 11 11 11 I 11 II II OVER BUILD�111' 11 III I II II II II X11 II 11 II I11 11 II II II l III II III II 11 II II II II II II I Ill II II III II II II 11 II II 11 II 11 it II II II Ij 11ENTRY PORCH ROOF 111 II 11 II 111 I I II II IONTO AIN ROOF Z::7 LL_� I 11 41-1- II I -------------------- ------- 11 11 ---IF T-11-1--IF - _11- -I II--II 7 1 t-4 ii Jill I I ' ll 'I Ill 11 11 ill 11 11 11 11 11 11 CD II II II II II 1111 h 11 11 1111 11 11 _�r -ill= F =f FI- ==il ---f IT= 7# II I II II II II it iL_ IL L ui -A [L- L 2x6 WOOD STUD WALLS II = �(D= - = = BELOW 2x8 @ 16"oc 0 u .< � w LL_ PIP 0 0 0 r,URTIS 0 y 05 ROOF FRAMING /411 = 1`-011 S165 VJ �_ N Lua P FRAMING DETAILS TY �-- c u SEE TYPICAL DETAILS RIDGE BOARD i APPLY AT ALL TYPICAL AND SIMILAR CONDITIONS ROOF 1 3/4x14 LVL Z p FRAMING CONDITION CONNECTOR COMMENTS GRAPHIC - - — - — - — _ _ _ — _ _ _ 06 ROOFFR_AMING u JOISTS FRAMING TO LEDGERLOKS AT CONT 92'-6 1/8" ry LEDGER ON FLOOR STAGGERED TOP AND LEDGER 5/8" PLYWOOD ROOF RIM BOTTOM 8"oc JOIST w HANGER q SHEATHING,TYP. N ca — 05 ATTIC FRAMING n — r} i CONT RIM 2x6 @ 16"oc CEILING JOISTS 88'-0 1/4" s BOARD OR LEDGERLOK WALL STUDS '"����✓✓✓✓ 5fj �, SCREWS T+'��' STAGGEREDreo cq BEAM AT TOP 2-5/8" GALV 7-10 OF POST BOLTS JOIST BLOCK(r BLOCK BETWEEN 3/4"T&G PLYWOOD JOISTS AT SUPPORT FLOOR SHEATHING l JOIST TYP 03 SECOND •`'•" {� (� rG ev 6x6 PT HANGERS 1 3/4"x11 7/8"LVL • •_ _ — FLOOR FRAMING a' ��' o� L' WOOD 11 7/8'TJI 560 78-4 3/4 AT BEAM TYP 11 7/8"TJI 560 ........,a. m0 0 POSTw n SEE FRAMING U z a<v°z UOuQt-cC7 74, (3)2x8 HEADER PLAN 2x6 BRG WALL LAP JOISTS AT (3) 2x6 HEADER csa it_vy U ••z + 1/2" PLYWOOD BEARING WALL + " 00 Z`�°w POST BASE POST BETWEEN 2x OR 1/2 PLYWOOD 0 U ar cn Z POST BETWEEN 2x � c�, 4„ BASE 2-SPAN c.0 0 0 7-z SEE SHEAR WALL PLAN � ^0 a.�� SECTION & NOTES FOR CONTINUOUS --a us `~ PLYWOOD WALL SHEATHING NAILING & HOLDOWN 10" DIA HARDWARE 1 3/4"x9 1/2" LVL z o CONC PIER PT'-EDGER (3) 1 3/4"x 9 1/2" LVL 9 1/2" DEEP TJI 230 16"oc v PROVIDE BEAM JOISTS LAP AT @ 3/4"T&G PLYWOOD RIM BEAM TYP. WITH 1-#5 CDIISULT WITH JOISTS FLUSH FRAME FLOOR SHEATHING ElfSUPPORT BEAM POCKET CARRYING BEAM VERT+ PRECAST CONC WALL WITH LVL BEAM + TYP. �--� u HOOK AT PRECAST FOUNDATION WALL MFGREQUIREMENTS JOIST HANGERS PER MANUFACTURER 02 FIRST FLOORLL H 0 � BOTTOMS SEE PLAN FOR LOCATIONS + _ _ FRAMING °� EACH WAY PT 2x12 m M Z773 (3)1 3/4x14 LVL CARRYING BEAM (LOW) O FOOTING CONCRETE � LL SIMPSON DTT1Z DECK TIE STRAP JOISTS TO L2'x2'x1' LOCATION PER PLAN LOW ANCHOR BOLTS NOT SHOWN cf)BEAM,TYP. ARCH DETAIL PIPE 3-1/2STD '�� ..—,,SEE � F•T CONSULT WITH PRECAST „ I--�-1 FOUNDATION WALL MFG PROPRIETARY PRECAST SEE TYP. DETAILS FOR DETAIL REQUIREMENTS CONCRETE FOUNDATION WALL F�--I DESIGIIED BY THIRD PARTY/SPECIALTY TYPICAL EXTERIOR 5 p, `i, ENGINE-.R STAIR FRAMING 2-2x LANDING CONC Slag + WWF TOC EL. SEE PLAN FRAMING 01 FOUNDATION LUS26-2 JST -.r __.�.--ra•--F-< — - .. - -- — — -- - — - — -=-•a•-,_.T.-.-.__ .--- ------- - ------•- -- .� �. .�,� BASEMENT t—F�a HANGER , . INTERIOR COL FOOTING +';.. 4' UPPER LANDING BY PROPRIETARY PRECAST CONCRETE 2x CUT FOR MANUFACTURER STEPS PLUS 2x6 SLOPED DECKING 1 S 4CTIONO„ ct H 2-2x6 WITH ' POST BASE u TO PIER TYP V 4x4 O Y ;( 1 LE50 MID 5/8 T&G ROOF SHEATHING,TYP. CLIP SUPPORT 2x6 EA SIDE PROVIDE 1 1/4"x 18 GA UNLESS NOTED OTHERWISE Li 2-5/8"x4" METAL STRAP WITH Q LAGS. TYP 8-10d NAILS 5 PER SIDE EACH BEVELED a 2x4 RAFTER BLOCKING AT W 4 STABILITY (16 NAILS PER STRAP) EACH RAFTER x u BRACING U u 7" 7" 10" DIA CONC PIER W/145 + HOOK RAFTERS. SEE PLAN FOR SIZE. 4 211 CENTER 5/8"THRU SLOPED SEAT Q RAFTER HANGER BOLT.TYP RIDGE BEAM. SEE PLAN FOR SIZE. EACH RAFTER C? LRU ~' EDGE BEAM - RAFTERS TYP SECTION w 2'-0"SQ. SIMPSON CS 18 GA RIDGE BEAM RIDGE STRAP PER PLAN EACH SIDE POST AND RIDGE BEAM 10d NAILS z Q INSTALL PER - POST N MANUFACTURER'S 1/2" DIA A307 BOLTS RECOMMENDATIONS x 18 GA PROVIDE 1 1/4" WASHERS REQUIRED. 5/8"T&G ROOF SHEATHING, TYP. BOLT HOLES 9/16" DIA. MAX. METAL STRAP WITH UNLESS NOTED OTHERWISE MIN. END DISTANCE 6"• STRUCTURAtRIDGE BEAM AT POST ROOF RAFTERS 8-10d NAILS 1'-0" SOLID BLOCK AT PER PLAN PER SIDE EACH BEVELED Q W PANEL EDGES RAFTER BLOCKING AT U o z_ FLOOR JOIST (16 NAILS PER STRAP) EACH RAFTER — SEE PLAN f2 u Q LAP PLYWOOD �— cn �— — — — — PANEL 1-'0" ANCHOR POST TO BEAM — �- O MIN WITH SIMPSON POST AT FIRST FLOOR FRAMING SIMPSON H2A 0m I ABV& BELOW LTS12 STRAP HURRICANE CLIP RAFTERS. SEE PLAN FOR SIZE. N — — �— — — — — FLR EACH SIDE EACH RAFTER TO Q N LE CONT RIMWALL STUD(ALIGN) RIDGE BOARD. SEE PLAN FOR SIZE. U) LVL S BOARD RIDGE BOARD - RAFTERS O _� t 2 0 SOLID BLOCK RAFTER TO WALL CONNECTION F— AT PANEL EDGES TYP. DETAIL a U Q Z � W W �q PCT ON SUPPORT H ROOF RIDGE BEAM [TAILS g of PdE W MULTI MEMBER LVL CONNECTION WALL SHEATHING LAP RAFTER TO WALL CONNECTION ROOF RIDGE DETAILS 'ruptTfs,, r� GKea, r 4 OFESS �.