Loading...
HomeMy WebLinkAbout50675-Z wtts TOWN OF SOUTHOLD BUILDING DEPARTMENT u 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 #: 50675 Date: 5/14/2024 Permission is hereby granted to: F I White House LLC PO BOX 290 Manakin-Sabot, VA 23103 To: Demolish existing dwelling and construct a new single-family dwelling to include a HVAC system and outdoor shower as applied for per SCHD, Trustees exemption and DEC non jurisdiction letter. Dry shed in side yard to be removed. At premises located at: Crescent Ave, Fishers Island SCTM #473889 Sec/Block/Lot# 6.-2-8 Pursuant to application dated 2/20/2 024 and approved by the Building Inspector..To expire on 11/13/2025. Fees: DEMOLITION $680.00 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $4,440.00 CO-NEW DWELLING $100.00 Total: $5,220.00 Building Inspector r t� TOWN OF SOUTHOLD—BUILDING DEPARTMENT r Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 51 � Telephone(631) 765-1802 Fax(631) 765-9502 h L�K . a_gAhold1't'�r nn . _Q x Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. 50 0 Building Inspector. Applications and forms must be flied out in their entirety.Incomplete applications will not beaccepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name. SCTM#1000- (p pl ) Project Address: Phone#: Email: Mailing Address 1- { * � -! CONTACT PERSON: Name: Mailing �g Address: 201%1 ro Fi Phone#: �b'a . Ol Email: .04QJ DESIGN PROFESSIONAL INFORMATION: Name. Mailing Address: SAM Phone#: Email: CONTRACTOR INFO, .X�mm��-RMATION: Name: Mailing Address: * . Phone# Email: �, p OESCR(PTION OF,IyROPOED� _ CONSTRUCTION ?NewStructure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: Other $� Will the lot be re-graded?°"54yes ❑No Will excess fill be removed from premises? Xes [:]No 1 PROPERTY INFORMATION tat�l'f{pcl. Existing use of property _ .a Intended use of roe �.$s1V1114�1•ith�respect to Zone or use district in which premises is situated. Are there any covenants and restrictions w p this property? E1Yes'gj4o IF YES, PROVIDE A COPY F rdd� .. wm prowth� IVche k Sax After Reading. � t. ongrwKs atUnTo" su omm.Now VO4 and athr U*%0"fingAm or 02ALWOM a b"o t lart 4"e ,"luc imm a4 bug u:�m ad$VW mw ad ft&ft d ktwftum on prml&mandIft bWW( ) d�o .W' *s VtAuvirwrfu r° &a'arnaW ra^v o aaamaa,Endi�td � aar:wd�uraarvrawrr tar n� t Pda 'raa mar ti tom. Application Submitted By(print name): Pt'R p v_TwA �Aajthor izod A,u n oc Signature of Applicant: Date: 2­ IZOZ r STATE OF NEW YORK) SS: duly sworn,deposes and says that(s)he is the aPPhrant � (Name of individual signing contract)above named, (S)he is the mm�. arttracto� �Agent, �.,._ .. M...... ....... .. w ( ate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this i (0 da tr` ZD ....�.. Notary Puk r BF1ITTANY MOf ALES Notary Public PROPERTY OWNERAUTHORIZATIONState of Florida w Comm#HH4 3" 7 (Where the applicant is not the owner) Expires /1 /ZI9 " _...._residing at ,.a to apply I on fi hereby authorize .�....,_..., ��:'"��....�"� ..,..._ .�.. ..___w. .. .,_....... my behalf to the Town of Southold Building Department for apfrrovad as described herein, � 5 '4 V. l © (� � . � .. ............ ruPr's Signature &*-g ' S g kavLa Date P sh ... ��`oti � �.�DUSe LLC)l Pnt Owner's Name 2 AN Puelsl�agsi'nuanv l la, 911)Z GZ iaquaaoaQ �,�`,., wv3 .... o�i o�� v vi s� v,n wtiPos ca,n�M j.. . 13 y� ��4� ul"�q ismasno�3 moo.�g•a-g' aaua isa nna. n ........... .. b9 E L2 .iUU 9SOd � uosa a z �r}~ z �m sa 3° s W W (7 U` @ d \ ilk s g Fga R ss$ % c O 0 �R aka��a g d � as��raua W � O U) fl W U wpm O—j O Z -,o�w 0 O LL Z= p � UJ w Z �O W p O O d N J LL d p d 00 OCL No, CME—d st d. o0 e v x w LL W uui U)O w 0 LL µ�•,- " x + � ° o + m rn ui co a � ~� LL rn 00� v (1) � co —j O u J co d d O 00 IM+ a; U) LL Z) `a N d" Ke Ui U' O iv w to rn U J W + co U00 ) LL A9Y P@$�6, d d uJ LL �m00 u) U) M a ea¢era@ U),9S . —.._................._.................................... ._._. d�t rt �Y 2 O `I a �\ °fa j a f m u , r 2 I L9� , , wb i 8 e f a az _r# t " eaaiP ��L�' 4, Yp5 5 d ^ t I ll k _ � dNUNAWN 4tlNV —y�4C4^1pgm1—pN tl qiP ` f " �IY 1 91 w dot hrt 9 4 r � v r ......... a 41 dC 6 " " P " w 7T� dp b 6 u�i s Y d°a P g y9 � r � u w f , r k h Siy ,.. ".. 1 ... .mod.. .i I / 16 I F P 'z � yd.�P �E1�rJ ................. � Ig � ➢'Y,��n�y" u 5 " � $ Iv of �r r - a a r f _d s " C� ag ai to " PT VJy�' I� _.. ..... jlt �'4w�Q �jY, 3✓ �� $ S+ux � A�R t .n C.. r. � q4 , : Y r;�V rA j f r' wV � r � r k v a 9 L qJ t, N y V' G NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region t SUNY Car Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 www.dec.ny.gov LETTER OF NO JURISDICTION March 24, 2023 Fishers Island White House LLC PO Box 290 Manakin, VA 23103 Re: Application#1-4738-04941/00001 Facility: 4923 Crescent Ave (aka N Hill Rd), Fishers Island, NY SCTM# 1000-006-2-8 Dear Applicant: Based on the information you submitted the Department of Environmental Conservation (DEC) has determined that the above property landward of the functional, asphalt road (Crescent Ave- aka N Hill Rd) greater than 100 feet in length, as shown on the survey/site plan prepared by Peter M Parent, PE, which was constructed prior to August 20, 1977 as evidenced on the Tidal Wetland Map#750-572, is beyond the jurisdiction of the Article 25 Tidal Wetlands Act. In addition, the DEC has determined that the referenced parcel is more than 100 feet from NYSDEC regulated freshwater wetlands (FWW#NL-4). Our freshwater field biologist determined that the wetland boundary (NL-4) is approximately 400 feet to the southwest from this property. Therefore, no permit is required pursuant to the Tidal Wetlands Act(Article 25) and the Freshwater Wetlands Act(Article 24) and their implementing regulations (6NYCRR Part 661 and Part 663), respectively. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project(i.e. a 15'wide construction area) or erecting a temporary fence, barrier, or hay bale berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sind r ly„ Sherri Aicher Permit Administrator Cc: JMO Environmental Consulting, BoEH, BMHP, File °YOR �i�tafr rintltrwtl,of �T T E�terirorir nr�( : Conservation 11 Glenn Goldsmith,President �� o�j� Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 P.O.Box 1179 Eric Sepenoski qr Southold,New York 11971 Liz Gillooly � , Telephone 1) 76 -65-1892 Elizabeth Peeples ^' , Fax(63 ) 56641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD April 13, 2023 Glenn Just J.M.O. Environmental Consulting P.O. Box 447 Quogue, NY 11959-0447 RE: FISHERS ISLAND WHITE HOUSE, LLC CRESCENT AVENUE, FISHERS ISLAND SCTM# 1000-6-2-8 Dear Mr. Just, The office of the Board of Trustees received your Wetland Permit application for a proposed new dwelling and septic system for the above referenced property. The Board reviewed the file and determined that this proposed project is considered Exempt per Ch. 275-4-A.(1)(m) Operations landward of a public road whereby the public road is located between the water body that is the source of Trustee jurisdiction and the operations. Because that section of Crescent Avenue it maintained by Southold Town, it is considered a public road therefore no permit to perform the proposed work on this property is required at this time. This is not a determination from any other agency. Sincerely, -(j.,. 44� Glenn Goldsmith President ti U �/44 ii { y f i k o a cr y a t � f f ` f ' 5 � g � l a.•, � ' r i V } lip A h� COUNTY OF SUFFOLK STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H.PIGOTT, MD,MPH Commissioner PERMIT C"CONDITIONS Project Name: Hutcheson Health Services Reference#: R-23-0658 SCTM#: 1000006000200008000 Revision#: 0 The attached plan,when duly signed by a representative of the department, in conjunction with these conditions, constitutes a permit to construct a water supply, sewage disposal, and/or collection system for the property as depicted. The applicant should take note of any conditions of approval,which may be indicated on the plan or enclosed herein. Construction must conform with approved plans as well as all applicable standards including Standards for Approval of Plans and Construction for Sewage Disposal Systems for Single Family Residences.Omissions,inconsistencies or lack of detail on the plan do not release the applicant from the responsibility of having the construction done in conformance with applicable standards. Issuance of this permit shall in no way relieve the design professional of responsibility for the adequacy of the complete design. The permit(plan)expires three(3)years after the approval date.Any modification to the approved design requires the submission of a revised plan and additional fees(if applicable)for approval prior to construction. No Inspections will be performed by the department if a copy of the approved site plantsurvey Is not on site during construction or if the permit has expired. Permits may be renewed,transferred,or revised in accordance with the procedures described in Instructions to Renew, Extend,or Transfer an Existing Permit for Single Family Residences(Form WWM-104). It is the applicant's responsibility to schedule an inspection of the sewage disposal and/or water supply facilities prior to backfilling.This includes inspections of the sewage collection and disposal systems,water supply system components and piping, and final grading as shown on the approved plans.This can be done by calling the department at(631)852- 5754,or through the ACA Portal at hQ. In certain cases, inspections of the soil excavation may be required to determine the acceptability of the soils for sewage disposal systems. Excavation inspections must be confirmed by calling(631)852-5700 between 8:30a.m.and 9:30 a.m.,the morning of the Inspection.Article V11 of the Code,"Septic Industry Businesses,"requires that all installers of septic systems within shall possess a valid license from the Office of Consumer Affairs. This office will not perform inspections for or grant final approval for construction of projects that are installed by an unlicensed individual. It is, therefore, in your best interest to utilize a cesspool contractor with a valid license to avoid substantial delays in your project.. Final approval issued by the Department is necessary prior to the occupancy of new buildings,additions to existing buildings;or for the use of sewage disposal or water supply systems. WWM-016 Page 1 of 2 Project Name: Hutcheson Health Services Reference#: R-23-0658 SCTM#: 1000006000200008000 Revision#:0 CONDITIONS FOR OBTAINING FINAL APPROVAL OF CONSTRUCTED PROJECT As a condition of this hermit to construct,the following items must be completed as a minimum,prior to building occupancy and use of the sewage disposal system or water supply facilities. For further information concerning this, refer to Instructions For Obtaining Final Health Department Approval Of Constructed Projects For Single Family Residences(Form WWM-041). INSPECTIONS REQUIRED— For all inspections call 631-852-5754 to request an inspection by 4:00 pm, one business day prior to the requested inspection day. Satisfactory inspection by Office of Wastewater Management of the sewage disposal system/sewage treatment system. Satisfactory inspection by Office of Wastewater Management of the water supply for the accessory building(s). DOCUMENTS REQUIRED: Four(4) prints of an As-Built plan (See instructions Form WWM-041) "Tap letter"or equivalent from water district indicating approval of the public water supply Certification from the licensed sewage disposal system installer(Form WWM-078) Certification of Sewage Disposal System Abandonment (Form WWM-080) Signed copy of the Operations& Maintenance Contract for the I/A OWTS Completed Application to Register an I/A OWTS (Form WWM-304) Design Professionals Certification of Constructed Works (Form WWM-073) for: I/A OWTS WWM-016 Page 2 of 2 0 DATE(MM/DD/YYYY) C01RR:.+*° CERTIFICATE OF LIABILITY INSURANCE 0 211 5/2 0 24 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 'yNTTw ACT Ann Archer NA L.H.Brenner E (203)787-6781 No (203)392-2807 1412 Whalley Ave. /M4 ESS: aamher thompsonandp .com INSURER($v)AFFORDING COVERAGE NAIC10 New Haven CT 06515 INSURERA: Republic Franklin Insurance Co 12475 INSURED _ INSURER B: Admiral Insurance Company 24656 H P Broom Housewright Inc INSURER C: Utica Mutual Insurance Co 25976 162 Ferry Road INSURER D: P O BOX 70 INSURER E: Hadlyme CT 06439-0070 1 INSURER F: COVERAGES CERTIFICATE NUMBER: CL2361468317 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. '..ILTR TYPE OF INSURANCE POLICY NUMBERtj`rSP"VXV Y (MWDWYYYYI LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 w_ CLAIMS-MADE �OCCUR ''..PI Eh?kG...,}h, .:.ca4(4'apmcr $,DAAiAGE TO IT-MI M1d7t)`(1t1 MED EXP(Any one person) $ 5,000 A 4559787 06/16/2023 06/16/2024 PERSONAL&ADV INJURY $ 1,000,000� GaEN'LAOGREGAtELIMi7ANPUESPEW GENERAL AGGREGATE $ 2,000,000 POLICY 0,UE PRCzC'r• 2,000,000 LOR: PRODUCTS-COMP/OP AGO $ OTHER: $ AUTOMOBILE LIABILITY COMSiNEO SIN t.E t.IMIT $ 1,000,000 Ea �a�.�Iw ANYAUTO BODILY INJURY(Per person) $ A OWNED SCHEDULED 4546432 06/16/2023 06/16/2024 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED $ AUTOS ONLY AUTOS ONLY Pq('.�isAw1 .. ...._. .. $ UMBRELLALIAB OCCUR EACH OCCURRENCE $ 5,000,000 B ><EXCESS LIAB CLAIMS-MADE BEX0960158008 06/16/2023 06/16/2024 AGGREGATE $ 5,000.000 DED 1_1RETENTION$ ..„„...„,.»M.. $ .............. WORKERS COMPENSATION AND EMPLOYERS'LIABILI Y YIN X P ATUTE 112H ANY PROPRIETOR/PARTNER/EXECUTIVE E.LEACH ACCIDENT $ SOO,000 C OFFICER/MEMBER EXCLUDED? NIA 4444698 06l16/2023 O6/16/2024 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under 500,000 DESCRIPTION OF OPERATIONS below E.L"DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Project location:Residence owned by White House LLC,4923 Crescent Avenue,Fishers Island,NY 06390 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Southold,Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Route 25 PO BOX 1179 AUTHORIZED REPRESENTATIVE Southold NY 11971 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD LI]V11TED AND SPECIFIC POWER OF ATTORNEY 1, Rossie C.Hutcheson, Manager and sole member of Fishers Island White House LLC,a Virgirda limited liability company,the"Principal",do hereby grant a limited and specific power of attorney to Harry P. Broom of H.P.Broom-Housewright, Inc. as my"Attorney-in-Fact". Said Attorney-in-Fast shall have full power and authority to undertake andperform only the following acts on my behalf: To negotiate and sign any and all documents,including, but not limited to,any applications or permits with the town of Southold and other agencies pertaining to and dealing with any proposed improvements to the property located at 4923 Nortb Hill Road"Fishers.Island,NY 06390,and having a Parcel TD#s 1000/6/2/8& 1000/6/1/14. The authority herein shall include such incidental acts as are reasonably required to carry out and perform the specific authorities granted herein.My Attorney-in-Fact agrees to accept this appointment subject to its terms,and agrees to act and perform in said fiduciary capacity consistent with my best interest, as my Attorney-in-Fact deems advisable.This power of attorney is effective upon execution. This power of attorney maybe revoked by the Principal at any time by signing a Revocation. This power of attorney shall automatically be revoked upon my death or incapacitation, provided any person relying on this power of attorney shall have full rights to accept and reply upon the authority of my Attorney-in-Fact until in receipt of actual notice of revocation. i r4GGh .- apgi 5 2Q2 ,. Rossie C.Hutcheson,Manager and Date sole member of Fishers Island White House LLC, a Virginia limited liability company. L OF VIRGINI ClYCll X� 01 N"I".Y OF ,to-wit: I,the undersigned,a Notary Public in and for the jurisdiction aforesaid,hereby certify that Rossie C. Hutcheson, whose name is signed as Mmmager of Fishers Island White House LLC to the foregoing Limited and Specific Power of Attorney dated lanuary25,2023,has acknowledged the same before me in my jurisdiction aforesaid. Given under my.han(i this 25a'day of January,2023. My commission expires,, :�tA ) .aw.r gyp+""� be ,. Notary Public p MWYlaaii�r k Suffolk County Dept.of Labor,Licensing&Consumer Affairs HOME IMPROVEMENT LICENSE Name HARRY P BROOM Business Name HP BROOM HOUSEWRIGHT INC This e+s illiaws trat the rex is duly Weraa at License Number H-13061 by the couawtti of su to k Issued: 11f01/1986 Jr mad COW ,, Expires: 11/01/2025 Commissioner HOUE DATA OB SERVED ERVED BY.PETE PARENT,P.E.(CHA) �I�y f R S oar 01/11/2023 I S L A N D C 0•-6' TOPSOI SANDY SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES S 6'-30' FINOY LOAN WITH COBBLES COB NE TO MEDIUM SAND WTH 85'-1150' FINE TO MEDIUM SAND(SWU COBBLES(SW) ``` -r_ \ \ O V N D Nm D+PEel mNevtla saes Sol PERMIT FOR APPROVAL OF CONSTRUCTION FOR A A N SITE A."Ha or ogee, Be68SS,055 I eww.Newmpanlee.cpn NO WATER ENCOUNTERED EXPECTED SEASONAL HIGH WATER BELOW ELEV.7 SINGLE FAMILY RESIDENCE AND ' ay Am `�_ \ \ ` NY Cer11v1aed AYl�wlrtlbn 00015a11 an accessory cottage RdC—RIVERHEAD SANDY LOAM 8-15R SLOPES VA ETC ercrru mrs.nP FOR s BEDROOMS \ DATE 12/21/23 .�f1.5 { tF-NO. R-23-0658 PROVIDE 2 LF.4'C.I.PIPE BETWEEN HOUSE AND CLEAN-OUT. APPROVED �p J�/��.U•� PROVIDE 2 LF.4'C.I.PIPE BETWEEN COTTAGE AND CLEAN-OUT. TOTAL AXIMUM BEDROOMS 8 LOCATE CLEAN-OUTS 2'FROM FOUNDATION WALL - M—• PROVIDE FU,S CLEAN WASTEWATER TREATMENT SYSTEM-MODEL CEN 10 •••� ' EXPIRES THREE YEARS FRO(Vi DATE OF APPROVAL WITH 90 DEGREE INLET ADAPTOR TER AC CAPACITY-MAXIMUM 9 BEDROOMS) PROVIDE FOUR, A DEEP,8'DIAMETER LEACHING POOLS T TRAP,S/ATFA TREATMENT SYSTEM SHALL VENT THROUGH THE SEWER PIPE. A HOUSE 97,87' K. 406 + TRAP SHALL NOT BE INSTALLED UPSTREAM OF UNIT. NO ADDITIONAL VENTING IS N 71 ;7` Nu y REQUIRED W _ v �4 INVERT ELEVATIONS- ` Lf SITEPREPARRED FOR: PLAN CUTLET AT HOUSE-18.5(VIF) Fl WHITE HOUSE LLC OUTLET AT COTTAGE-18.5(VIF) `\n'=•:E�- ADAPTOR INLET-17.17 �• '''/" Q LOCATION MAP SCALE 1"=400r 4923 CRESCENT AVENUE ADAPTOR LET-16.NK INLET-17.00 _ " TANK OUTLET-1INL DISTRIBUTION BOX INLET-1616. F - (NORTH HILL ROAD) DISTRIBUTION Box CUTLET-16.30 LEACHING POOL INLETS-15.80 !p\ / S FISHERS ISLAND F ' BOTTOM OF LEACHING POOLS-10.30 MAP REFERENCES NEW YORK DRUM CALCULATIONS / , T 1.PLAN OF PROPERTY OF THE ESTATE OF MRS.CHARLES S. / CAMPBELL FISHERS ISLAND,N.Y.,SCALE: 1'=40FT., PROPOSED ROOF AREA-3,420 SF / ' DATE: NOV.1967 REVISED MAR.2,1970. / PREPARED BY CHANDLER k PALMER ENGR'S. REWIRED-3.420 SF X 2 IN/12 IN/FT=570 OF - DRY WELLS 1 i / 570 OF/50.26 CF/VF=11.34 VF REQUIRED I C NOTES TWO(2)8'0 X 8'DEEP DRY WELL - 10—� f S6,.r5 / \ 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE P INDICATED HEREON.ANY EXTENSION OF THE USE BEYOND THE .3,0• ,9 \ ' i/ \ PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR \ EXCEEDS THE SCOPE OF THE ENGAGEMENT. __ _ I I' ,1• 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED Cl \ LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY. 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND EOF NEyy SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL A� M.P y0 PROVIDE POLYETHYLENE WATER SERVICE PROVIDE 3 MAINTAIN A CONTINUOUS LINE OF ARE THE PRODUCT OF THE LAND SURVEYOR. y4.Q��EP ARP�9` \I COORDINATE WITH FISHERS ISLAND WATER COMPANY SILT FENCE THROUGHOUT CONSTRUCTION _ \ (TVP•SEE TAW 4. COORDINATE DISTANCES ARE MEASURED FROM U.S.COAST AND SAW CUT REMOVE Q REPAUCE - _ yr J� \ GEODETIC SURVEY TRIANGULATION STATION'PROS' EXISTING PAVED DRIVEWAY(TNP) '-'" ~/ _\ "` RAZE 3 DISPOSE OF EXISTING _ __ 5. SITE IS IN THE TOWN OF SOUTHOLD,COUNTY OF SUFFOLK TAX 09353V / NF d J \' / I SF _ RESIDENCE(TYP) \ MAP 1000,SECTION 006.BLOCK 2,LOT S. q P oi2 1 OFEfiS,Oti 1 \ —zO 6. TOTAL AREA=0.842 ACRES. 7. SITE IS LOCATED IN ZONING DISTRICT R-80. PROVIDE \�\ S.PERCENT OF LOT COVERAGE ALLOWED-20% F 9 OVXR DRY WELL OFF' v", %,G,'-',f.".`.'.' ' E, I; I• \ FOR ROOF RUNOFF ' (TYP.SEE DETAIL) \ `�\� I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL EXISTING 1 STORY DRY SHED _ �) i \\ I --- AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCE _ - - ��M _ -.+: AND WILL ABIDE BY THE CONDITIONS SET FORTH DaMm SFUTIC ID BE \ I THEREIN AND ON THE PERMIT TO CONSTRUCT. PUKED AND RF3NOYE0 OR FILLEDD FORUM PROVIDE I OUSDRTLET 35 E APPUCANT Water linos must be inspected by the PROVIDE WATER - --: � l � •- sERMN,E FROM HOUSE .\ �5 OVIIET Suffolk County Dept.of Health Services. TO coTrAINE ,� ,0 ^ PROPOSED 1.5 STORY Call(631)952-5754.46 hours in PROVIDE CONCRETE - - SIX BEDROOM REsmENe advance,to schedule inspection(s). WASHOUT DETAIL) H PROVIDE FOUR Abandonment of the existing sanitary system must be in BY B'DEEP LEACKING POOLS APPROXIMATE UUM 20-- °� - (TIP,SEE DETAIL) conformance with the Department's requirements. OF DISTURBANCE �. 1_ _ �" f`11. h` �'� r. Submit completed form V11WM-080 as proof t19.550 g EXISTING t st \\ � /'• r - I BEDROOM COTTAGE I, \ '.L 'r' 41 To REMAIN \ ,�. Design Professional's Certification Required. BOX EXPANSION AREA (TYP) Submit P.E.or R.A.Certification For N 0630'30'E j I_- I' ----�-— The Installation and Construction of the Sewage Disposal System -"�"'! _`_- ,�- •i 1 YYY No. SUEMIW Iftewion ar eata 14.20' Use Form W WM-073 i;♦ 1. _ \ - 'AI - 1 SWHSCONMENIS PMP Oeg32e15 LOAM,SIM$STABILIZE ALL i 1 2 SWNS CDNNENI3 PMP 18 45, \+•V �''„�-✓ ___ / DISTURBED AREAS(TYP) 09NBRet3 ( -' N 82'52'SG•W t _ _ ,LO I' 3 SWHS CONNF.Nte PMP i2AXlrze]] PROVIDE SYSTEM CONTROLS h ALARM EXISTNO 1 STORY MOUNTED TO BUIDMC EXTERIOR DRY GARAGE TO REMAIN O1 PROVIDE WEATHER PROOF ENCL06T1flE5 I(ALL COMPONENTS To IE =) c ) PROVIDE DISTRIBUTION BOX(SEE DETAIL) ,j,:': , _ ,.';,r,; '. j PROVIDE FUJMAC 1500I SLOWER IN VENTED LEGEND ENCLOSURE ON CONCRETE PAD PROVIDE FUA CE NI 10 WASTEWATER PROPERTY LINE W INSTALL PER MANUFACTURER'S RECOMMENDATIONS TREATMENT SYSTEM(SEE DETAIL) ABUTTERS UNE -- PROPOSED vrl I EDGE OF PAVEMENT SEPTIC SYSTEM EDGE OF GRAVEL ___________________ PROVIDE 3V SON 40 PVC AIR LINE TO SLOWER IXISING CONTOUR ---60--- INSTALL PER MANUFACTURER'S RECOMMENDATIONS PROPOSED CONTOUR TREE LINE OeMgned By. Orarm By: Checlmd By. REMOVE 6 DISPOSE OF EXISTING TREES NOW OR FORMERLY NIF yY�r` PMP ZBGPMP AS REWIRED(TON) BOUNDARY POINT p I-Is Date: Project No: Scale. I NONLINEAR WELL 0 02212023 079891 V 20 I S EE ATTACHED SPECIAL CONDITION, D-Ang N., GRADING PLAN AND/OR PLOT PLAN. I 2I 10 SHEET 1 .0 GRAPHIC SCALE IN FEET Ik..N�p„d�pNll -- —_ FUJICLEAN CEN SERIES � — ---------------__---------_- C ��cna MODELS AS PREVIOUSLY 40o Cancel BaMevdt4 Spee 301 gP MAW,nE tnP 74•MNmnc(lm g.•MA•mnE( (�naALl APPROVED FOR USE BY SCDHS Rosy H0,CT oeo6y _&FujiClean USAI,,I-a• _�r_._ k..I Ire, � ALL MATERIALS SCHEDULE 40 PVC X +� Toward Clean A7ater... �P ) 6'SCHEDULE 40 END CAP CLEAN OUT MUST BE INSTALLED TO PROVIDE ACCESS TO THE ADAPTER&PLUG(TYP). ADAPTER FROM ABOVE(TYP) MUST INSTALL CLEANOUT e•_s- i I TO GRADE IN 1-4.67"-- s•-r ACCORDANCE WITH 4.53'-� 30•� SCDHS STANDARDS(SEE p I^- I INSTALLATION GUIDANCE 7 I y NO TE 7). TOP VIEW WITH I DIMENSIONS(TYP) 4• I I / I TOP VIEW(TYP) 06.24" SITE DEVELOPMENT PLAN PREPARED FOR: 3' FUJI CLEAN CEN-10 I FI WHITE HOUSE LLC ro SCALE OUTLET SOLVENT WELDED TO lame rar m1B1B 91ALL Ar L[t4F n LImS a IIFALIx Dam /i�\ /i�\ /i�\ 4"LONG STUB OF 4"SCHEDULE _ 6"SDR 35 PVC RISER / i � 4923 CRESCENT AVENUE AFIC1m 1EC010FR1•SAFELY 1m tY"•lE NT01® ( 11 ( 11 ( 11 ( ( 1 PIPING EXTENDED 40 PIPE CONNECTED TO FUJI UP (NORTH HILL ROAD) CLEAN CEN UNIT(TYP) i \ LENGTH VARIES GRADE ES(TYP) FISHERS ISLAND \ NEW YORK i �-T--- 90 DEGREE LATERAL \ INLET VIEW(TYP) r 31NLET PORT IWO o ADAPTER ALL ' PORTS ARE \ 10 HOLE DISTRIBUTION BOX a'OPENINGS NOT TO SCALE (TYP) i i 55 SIDE VIEW WITH �.23' I DIMENSIONS(TYP) Ao ❑ 1 9�• Q db IL SIDE VIEW(TYP) ----'j 4.7- -- EXTRA INLET 4. Of NE 1Y CAPPED VIA T34, 1 0 M.nY♦)'O adroc.PAYE 4"SCHEDULE4 Imfallaeon GWdmpa Fa/iCleea Schadalp40PVCW-ftrPalaf1f AdaPf1r ADAPTERS PLUG[TYP) 4)egreelNat Adapter nas(a)openiltga(ml web end(1)ouUel Mo!Nese rrN ascent staMaN • Q�t i YAa PANEL 1.TM FuipCean SL OR CAP[TYP) sdudulemrlmnga. ho 6'o T lo of e. ALI p ma Teat adapter Iasi a pn'ug Ouf qn Da e w a riser Gea and p0 as a dean-1, PARING SCHEMATIC 2dill 6'SOR NOT TO SCALE 3.Arry urNsed entry puns an the FulXXean Wet adapter shag DepppBdwM ad'adaaula 40 aaaptw6pmg,wesdaada40 slip twq ODe53V 4v2 cap Oral a sayanl welded m a siren slue of taps traenea atM scNeN welded mm 1M aaeCW Pwa 90FESSID14 SEE ATTA C H M E 6V T t S OUTLET SOLVENT WELDED TO 4' 4.T a mm aI any asap w shad fie awred m me FupC can unn usmq a a•o g silos a1a•s neeme aD p pe wus spNem.a Ines LONG STUB OF 4'SCHEDULE 40 mm fire adapter moat am and Fuliclean Inlet an met da adaper tm I.—on me FgClaan uma PIPE CONNECTED TO FUJI S.The msmlmr snag afaure mat the sou tloneam tna eaapmruheGdlled end mmpctea sur6opnuymsapoon me eonom o! CLEAN CEN UNIT(TYP)) me adapter and plevem any seu g or seam an me,depW orFufCRan urnt. / 6.Meml.•.Nigs,pipe,and raps wp NOT m 5e Nsad W instnlle of the adaper. a % 7 Musa ent 41 deanool to grede m accwdanm Mlh me STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR OTHER THAN SINGLE-FAMILY RESIDENCES'and Be'STANDARDS FOR APPROVAL / OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR SINGLE-FAMILY RESIDENCES' / B.The fail-ag are Ine—na on now to make a solvent weld for amdiing P IPa,to Ue FujlClean lateral entry adapter. WOVEN WIRE FENCE(MIN.14GAUGE //MAX fi"MESH T~._.__~(_ 1. SR m woe ands.damler andren cclet. SPACING) ---___ 1� 2. Clap dry fit of I_ 't 6udebm pipe and filling.Pwe sMuld eavly go l(,l of aha way lnm Te fimrg.Il Dlpa bottoms.M stpuld pe snug yl - 3. Use a 8PPlralw as S m mast Te Se a e tM Pper eln-ar.FWIrdersMe poesystem Wre s.-a a nal wlsga musn or famr. 10'MAX CENTER TO CEN 36'MIN.LENGTH 4. Clean nlpaand Lngng wdhe aced prime,(01 not use pamw an ASS Ppeand facop.Lee 0-Clan neronV1 TER / - 5. Apply lltNaal wa[pl amrenl to pryemthe tlepN ofDns lest;leave rro pnm5led alrtam. �l FENCE POSTS LATERAL 3 INLET PORT ADAPTER ALL PORTS / 1 I y- 6. Ayptya Nln matol cementmtheLrcitlealhe fi6ug.avoid putltllvg acemenL DRIVEN MIN.16" SJ Paddlug can pose weaketunB atm premebre m�llne of p,pawl,tbn INTO11, GROUND ARE4"OPENING I V.Aan' cemna matapmentlolhe pga, P) 1 T. ASwmMa Farm Y one M an gola.omtennlawlap has aned.ramaa poV,Pam. try I I � f B. Push pipe FULLY Wo f116ty uang a 9.Wmmg motion unW plea bo0oms. 9. Hold 15an htbfa mgeOlwlpr SO aexnds and 2I-eca ptim att-begw ana, lemp60 dog W,pa pR exeess. �!' 1 1D.albw 4baaa far oaodmnd,g,pangmanazeoumpfe emawlemperemfaa somafig aag,eas s tt 1 FeHreNcB before pWesswe testing 1n m 180 pd Lwym eve Lmes maybe required el,empwaeaes below 6D tlagrp FaR nM1ertawM pipe above 34LrJ�es DO NOT TEST WRH NR. IJHEIGHT \ I v\, 1FILIER ��—��— —' NOTE:llm set uD/wre time udepeMena wn severeibaots.Tlz p4+e sue,xackat Ot emdentmmpereWre, -1S'MIN. FUJICLEAN CEN SERIES ma!Na Wnecay,s am ce—re ucad and Ina cyamm OPereeng presawe sbo,M en be cwaldered when ae—,a,as upsure nmea. MODELS AS♦ OUSLY APPROVED OR USE BYSCDHS i Ate' �O j MIN- s,:s 105. rJ aAmro. 05.24.2023 i FUJICLEAN INLET ADAPTER 4- PERSPECTIVE VIEW ______.___-------_____._--_- a-ha None ate*1 �^+••w'MD WO_WRE FENCE(MIN.14 III 1/2 GAUGE W/MAX.6"MESH SPACING)WITH FILTER CLOTH 3 36"MIN.FENCE POST S.A.BALE SIN ER • WRE NA SUMNcdIReM.dwl B7 gem PLASTIC LNING UNDISTURBED N,g NAIEPoAL FLOW, I GRDLND (OPTIONAL) 1 SCOHSCONNENI3 Pw mmian 2 SCDHS COIIW M RMP macro 3 COMPACTED SOIL\/�v \\\ 3 WOOD OR N io SCALE EMBED FlL1TR CLOTH \/�\\�\,\\iv METAL2 PFA BALE) A NIN.OF 6"IN GROUND - ( -_ - _ 3 SWHS[ANNEN75 MP I7AIIRJm waosmca ran SECTION NEW B .�-r J 10'MIN. �Lj B CONSTRUCTION SPEdFlCATIONS p„�paw^C 1,!I - m VARIESh A j 1.WOVEN WRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH - wvrn �f�l ,.� fs WIRE TES OR STAPLES,POSTS SHALL BE STEEL EITHER"T'OR-U"TYPE ppvpy g OR HARDWOOD. nlasrz wWR ,h, N II 2.FILLER CLOTH TO BE FASTENED SECURELY TO WOVEN WRE FENCE W11H FAapp —_ TES SPACED EVERY 24'AT TOP AND MID SECTION,FENCE SHALL BE -�"' - - CONSTRUCTION k' WOVEN WRE,S'MAXIMUM MESH OPENING. ea allo PLASTIC STRAW BALE o®®9 v�I 3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY 0 m O O m uNIrvG NOT TPo SCALE+ ( ) ij DETAILS c SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED,FILTER CLOTH sac As Islaman m SHALL BE EITHER FILTER X.MIRAFI 100X STABILNKA T140N,OR APPROVED o Q m erWLrsXa reanrr py o©®© e e 13^ EQUIVALENT. - e _ _ Designed BY Drswn By. Checked By:a 4.PREFABRICAl7V UNITS SHALL BE GEOFAB,ENMROFENCE,OR APPROVED SOdmsp�� �I ,, �I ,, �I ,, �I to L D ENSIGNS SNONN ARE FOR TIPICAL RESIDENTIAL e _ EQUIVALENT. CONsTR um LARGER PROJECTS OR PROJECTS REQUIRING 6" �.J L.-4• PMP ZBC/PMP �77MMWATf77 DRYNEL DETAIL PUMPS MUST BE 517£D ACCORDINGLY(7 GALLONS/IRUCN, SECTION A-A 5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL Nor no saw.[ 50 GALLONs/pUMP,PLUS MIN.V FREEBOARD). Issue Date' Project No' Sple: REMOVED WHEN"BULGES"DEVELOP IN THE SILT FENCE. 2 CAPTURE NAIEAIAL AND u011m5 MUST BE REMOVED FROM FACII'NO YPOOI 07212023 07gS91 AS NOTED PIT AND PROPERLY NSPOSED OF WHEN THE PIT REACHES N -- 3 SILT FENCE 75X OF ITS CAPACITY. Drawing No.: j3. INSPECT IT PRIOR TO EACH USE TO ENSURE CONTAINMENT 51 OF WASH WAIM SHEET 2 sy � z � b ID F 40 4 3 � Z w U U to R 13•-2� 13•a'r 1ma�"' 14-z'Q F-t•'1 U c/ Na old 1.s* ray+' •1�"' 1T. Na Th h Id ]] P h—bi h 3ma 4 r root n tub 4 tempered Y OFRCE v tr_ E3 tr Packet 13' sink � 4 ; Fd- INCLOSETOWDER reads @ 13 panel 1BACK PORCH mirror \ LIBRARY � V �/•�+ � � 3 1a3 103 A irs I"�"I Q o ryp oc storage -- ---- �"I nel ready - - - ----- tr O N 4 3 b �. 6-3- HALLWAY S � MASTER BEDROOM �--� oo broom wl hench aset 2• KITCHEN trash8 IF U 'a^ b bo outlet N bbies above/below+hooks o s at —yde it"•1 Q 1 E U�pANI�v CNT LMNG ROOM 9' -� pared DINING ROOM PORCH h y 3 �O'F Ndb H u, 4y a� r 0 RONT PORCH DINING PORCH I II d .o II O a II O m ----- -- -- -- -- ------------ -- ----- ——— — — — _ _ — — _ _ — _ — — Honoree Raod.a try 3 1•+i V-2r"- ST / 1 \ First Flow Plan A1.2 SCALE:114" = l-W a� b z � U � d-� y �� CCJye� 9 v � Lei .Ztr Sy w v empa pd BA OM A F / g ' L . DRESSING ROOM — �, 3F. tempered I j j s �' If 1 j f j Egress p. lD Open to � tem r d UCA2856 E S l 1.\ "7'-0• Below 3t t-3• knee Q N < D7 FE�IL STUDY PASSAGE F tub / R O N HALL � O - BEDROOM 3 ' ® desk BUILT INS desk BATH $ L— ® LINEN p-ta HALL 1• F 4 U Q 2 t\ tB 3•X48' ZBt z t f—I O F y UPSTAIRS MASTER BEDROO BTe 4'-1 d' <' d'-te• N 4'- A•- a / •� BATH 2 1 Attic • - r / Q mPered m R Hatch m tempered cabl Ifloo dram wld mirt r Y S Y § § Z03 rai ® R h F �RL-v ARCS mm © w/d P Z B o 215 4+'OUNa.� TF• " ❑ v { y LO sr' tempered 9� 3- ( t 3 do et `1 <• -r 1 1 krar r BATH 1 Op NIY .T BEDROOM r— �Uy BEDROOM 2 I B I w 6-0 Im a 'zed ope zo6 red opera 5' 'knee ^� 'a — •rl m El 3 # r E OBEDROOM! O � O E m tA i-•, a ---- ---- n v " IML4 m _ M 3 .r ,f�� str �• �-4 at i'-1W I M / 1 \ Second Floor Plan At 3 SCALE:1/4 - 1'.0' � z b � z w O ¢ i a U c�i x � 4 T T T T T I T I T T T T I T T T T T T o I I I I I I I I I I I I I I O N 1 1/2' 1 1/2' 1 1/2' 1 1/2' 1 1/2' 1 1/2" 1 1l2• 1 1/2" 1 1/2' 1 1l2• 1 1/2° 1 1/2" 1 1/2' 1 112• 1 1/2' 1 1l2° �� N Bath I Bath I I I I Bath Lav Lav Lav I I ).y A DOR I 1 va• 1 va• I I I 1 va' I I � SHARED BATH BATH 1 I I I BATH 2 I I I Bath MASTER BATH a Lav Bath I I I I I I I 1 1/a" Lav I TublShower Shower I I I Shower I I I I I I I I Tub/Shower 11l4" t-1xer,nrc� 0 I 2° 2° I I I z" I I I 2. 2• I I I I I I W. w.c W.C. I W. W.C. of n1v I 3° 3° I I 3 I I I 3• �U SECOND FLOOR I I I I I I I � o --------------- --------- --4--------------- ————————————————— I � Ktchen Bath Bath •r+ °' Sink Lav Lav 16-4 3 ..Bath ° Hot Water 1 114• 1 1!4" 1 1/4• Lav Heater 1STFLOOR LAUNDRY 1ST FLOOR TublShower 11/4• 4 MASTER BATH O KITCHEN 2• POWDER Clothes Washing 2. x E Machine C 1 1/2• 3' 3" 3• 2• 2" 3• �I A 2" ai--rr0 m W.C. W.C. W.C. ryMi••t v 3• 3" W n FIRST FLOOR y ------------- ------4•----- - - -----a" — --------- ------- -------- -a-°---------— ------------- ---- ---- --------- ------- ------- TO �3 SEPTIC / / \ Plumbing Waste end Vent Is .ft P1'^ SCALE:1:33.71 As�_-sso p, a� 40*0 0 T l'\W _J A t -1 L3 4 `77 V e, 5', �4 W, �00 V R 7 �j'1A. V- _71 I (ir 1Z�1� t*T1r"44_t, I u II' r,,T�, ► 1 it �� W -P J, y & E, T 19 T J a. I, I'l Iq �J 64 it 1� _% - T Y I IV' if 7,71 yl� /A • Ali I �ag, 0- lit. 4. 7"1 IIITS;W a. 'R T ,: , . 3ifT I V T k177'74 7g, r. 1�11 I "i-� I Lii', -�141­"'- ­r- _, T_ _W7 YiE� iT 7 I,,�: IF d ft��Y_I I J_U A '4 e. _J I_ .......... . T U. 74 �V I fl It _ ,tAI I I PP. 1_4L,41 1P I- drat- �,j L I I I, 7 Ljj fir 7111f . it 1 1, [All 1, J71 R11,11 M 111 L Uf T 'N .7t. 4 TL I 0,-f 0(liq PF1 te> LA V."' VII $,A J-1 F�T 4�Pr fit t em"t UH ErNO N R 0 C> PROPOSED NEW HOME Con, 4923 Crescent Avenue Fishers Island , Southold NY PROJECT DATA: See Design Criteria on Structural Sheets U SCOPE OF WORK: T AVE 4, RES-CHECK ENERGY COMPLIANCE CALCULATIONS New Construction of a 6 Bedroom and Five-and-a-half Bath Home oFishers Island Village Market Generated by REScheck-Web Software ARC ED Compliance Certificate DPNIEt 0 CODE CRITERIA: Project Hutcheson New Residence All Current Codes adopted and applicable in Southold, NY at the time of permittingk. Energy Code: 2018 lECC 0 Location: Southold, New York 0 N kay > 0 Toppers 4'0'v), -family earn Construction Type: Single EN Harbor ice Cr Project Type: New Construction Conditioned Floor Area: 1,940 ft2 Glazing Area 22% Climate Zone: 4 (5572 HDD) 0 Permit Date: 0 Permit Number: Cl Site Development Plan A4. 1 Interior Elevations Construction Site: Owner/Agent: Designer/Contractor: !D?- C2 Site Development Details A4.2 Interior Elevations 0 101 0 01, rm17101 RM IM 977M 1 , WFIR Rip 'Ill jlj ­7,�q AVE • A4.3 Interior Elevations Compliance: 9.11%Better Than Code Maximum UA: 880 Your UA: 795 Maximum SHGC: 0.40 Your SHGC: 0.26 Ll Landscape Plan 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. El - 1 Basement Electrical 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. Al .1 Basement Plan E1 .2 First Floor Electrical Plan A1 .2 First Floor Plan E1 .3 Second Floor Electrical Plan EnvelM! Assemblies Building FootPrintElizaboth Field Airport _77 -'77'777"- 77 (House Only) 3,470 sq ft A1 .3 Second Floor Plan Ceiling:Flat Celling or Scissor Truss 2,240 49.0 0.0 0.026 0.026 58 58 Conditioned Habitable Space A1 .4 Roof Plan S001 General Notes LOCATION MAP First Floor Walls:Wood Frame,16"o.c. 2,717 30.0 0.0 0.049 0.060 109 134 2 A1 .5 Window and Door Schedules S100 Foundation Plan C) First Floor House 509.00 sq ft M Door:Glass Door(over 50%glazing) 124 0.300 0.320 37 40 2,180.00 sq ft rzl SHGC:0.22 Second Floor House S101 First Floor Framing Plan Windows:Wood Frame 362 0.300 0.320 109 116 Total 4,689.00 sq ft SHGC:0.27 A2.1 Exterior Elevations S102 Second Floor Framing Plan 7:1 U Second Floor Walls:Wood Frame, 16"o.c. 2,201 30.0 0.0 0.049 0,060 80 98 Door:Glass Door(over 50%glazing) Total Under Roof A2.2 Exterior Elevations S103 Attic Framing Plan SHGC:0.22 159 0.300 0.320 48 51 First Floor House, including porches 3,470.00 sq ft Window:Metal Frame 417 0.300 0.320 125 133 348.00 sq ft A2.3 Exterior Elevations S104 Roof Framing Plan SHGC:0.27 Existing Garage Floor:All-Wood joist/Truss 2,564 30.0 0.0 0.033 0.047 85 121 Existing Guest Cottage 197.00 sq ft A2.4 Building Sections Basement Wall:Solid Concrete or Masonry Wall height:7.5' 2,184 0.0 10.0 0.066 0.059 144 129 Second Floor House 2180.00 sq ft A2.5 Building Sections S300 Sections and Details Depth below grade:6.5' Insulation depth:6.5' Total 6,195.00 sq ft S301 Sections and Details A3. 1 Wall Sections and Details S302 Sections and Details A3.2 Wall Sections and Details S303 Sections and Details Project Title: Hutcheson New Residence Report date: 02/09/24 A3.3 Wall Sections and Details S304 Sections and Details Data filename: Page I of 2 S900 Isometrics Lq_P, -1�Mr- F S Drawing Copyright©2015 TEST HOLE OBSERVED BY1TPETE PARENT, P.E. (CHA) 01/11/2023 A N 0"-6" TOPSOIL N/F 6"-30" SANDY LOAM WITH COBBLES (SW) 1) JOHN S. S 0 V� 30"-85" FINE TO MEDIUM SAND WITH COBBLES (SW) (J 85"-150" FINE TO MEDIUM SAND (SW) \ McGEF_NEY (fi N Q 400 Capital Boulevard,Suite 301 NT AVENUE SITE Rocky Hill,CT 06067 NO WATER ENCOUNTERED ` 860-885-1055 1 www.chacompani'es.com EXPECTED SEASONAL HIGH WATER BELOW ELEV. 7 ° \ NY Certificate of Authorization#0015021 SOIL CLASSIFICATIONS RdC - RIVERHEAD SANDY LOAM 8-15% SLOPES (f A SEPTIC SYSTEM UPGRADE FOR 5 BEDROOMS •.• 2 Q PROVIDE 2 L.F. 4" C.I. PIPE BETWEEN HOUSE AND CLEAN-OUT. PROVIDE 2 L.F. 4" C.I. PIPE BETWEEN COTTAGE AND CLEAN-OUT. LOCATE CLEAN-OUTS 2' FROM FOUNDATION WALL. •• z PROVIDE FUJI CLEAN WASTEWATER TREATMENT SYSTEM - MODEL CEN 10 •• ` WITH 90 DEGREE INLET ADAPTOR (1000 GPD CAPACITY - MAXIMUM 9 BEDROOMS) PROVIDE FOUR, 6' DEEP, 8' DIAMETER LEACHING POOLS g� BENCHMARK: DH 4065 `J WASTEWATER TREATMENT SYSTEM SHALL VENT THROUGH THE SEWER PIPE. A HOUSE TRAP SHALL NOT BE INSTALLED UPSTREAM OF UNIT. NO ADDITIONAL VENTING IS N �S30� ` EL=9.56 X REQUIRED � AVErvuE 9GF F SITE DEVELOPMENT PLAN � tiG INVERT ELEVATIONS- � PREPARED FOR: OUTLET AT HOUSE - 18.5 (VIF) OUTLET AT COTTAGE - 18.5 (VIF) MERESTONE S FI WHITE HOUSE LLC ADAPTOR INLET - 17.17 (FOUND) C ADAPTOR OUTLET/TANK INLET - 17.00 �� �J AV LOCATION MAP SCALE 1 =400' 4923 CRESCENT AVENUE TANK OUTLET - 16.84 5886.61 1 DISTRIBUTION BOX INLET - 16.50 W: 1369,22 'i S NORTH HILL ROAD - FISHERS ISLAND DISTRIBUTION BOX OUTLET - 16.30 LEACHING POOL INLETS - 15.80 �0 ^ , 0MAP REFERENCES NEW YORK BOTTOM OF LEACHING POOLS - 10.30 \p / ' V T DEED LINE C/ 3 1. PLAN OF PROPERTY OF THE ESTATE OF MRS. CHARLES S. DRAINAGE CALCULATIONS \ ! 4 / / CAMPBELL FISHERS ISLAND, N.Y., SCALE: 1"=40FT., / DATE: NOV. 1967 REVISED MAR. 2, 1970, PROPOSED ROOF AREA = 3,420 S1- di PREPARED BY CHANDLER & PALMER ENGR'S. REQUIRED = 3,420 SF X 2 IN/12 ITN/FT = 570 CF / �� DRY WELLS 10 ,I NOTES 570 CF / 50.26 CF/VF = 11.34 VF REQUIRED ' ; ,` 10- 67. 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE USE TWO (2) 8 0 X 8 DEEP DRY WELL �v �'\ , -� �S° N: 5843.93 \ INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE 2003 ?0..F C1 187.43 \ PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE ENGAGEMENT. J /� 24 % �`)� CATCH \\ 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY 0 t) E3ASIPJ PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. o �(SET) - \ 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND Fl_ \ SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL O ~t ' PROVIDE POLYETHYLENE WATER SERVICE PROVIDE & MAINTAIN A CONTINUOUS LINE OF ARE THE PRODUCT OF THE LAND SURVEYOR. - 16- COORDINATE WITH FISHERS ISLAND WATER COMPANY SILT FENCE THROUGHOUT CONSTRUCTION (TYP. SEE DETAIL) 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND I � .� �.._--• ,.,` j\ / y � a�' - \ GEODETIC SURVEY TRIANGULATION STATION "PROS" SAW CUT, REMOVE & REPALCE 4 r �/ \/.I� EXISTING PAVED DRIVEWAY (TYP) -t`�:Tfi� I _,\ \ ` �. RAZE & DISPOSE OF EXISTING\ �� M�,eE 5T0NE 5. SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX SF RESIDENCE (TYP) `� �� {r p�l,va� MAP 1000, SECTION 006, BLOCK 2, LOT 8. STAKE \ 6. TOTAL AREA = 0.84f ACRES. N F (SET) , 20 SF -� ~ �� I� \ \ 7. SITE IS LOCATED IN ZONING DISTRICT R-80. ITACTING UNDER"T THE DIRECTION OFYA LICENSED NPRO PROFESSIONAL JOHN S. i �\ ,� OF LAW FOR JOHN S. 24.63\ 3 \ ��- /� _STAKE ENGINEER,ARCHITECT,LANDSCAPE ARCHITECT OR LAND (SET) \ SURVEYOR TO ALTER AN ITEM IN ANY WAY.IF AN ITEM BEARING THE r `� ORcH _ _ \ 8. PERCENT OF LOT COVERAGE ALLOWED- 20% STAMP OF A ENSEDECT PROFESSIONAL I ARCHITECT THE LALT RING ENGINEEPROVIDE SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE r- , , , NOTATION 'ALTERED BY FOLLOWED BY THEIR SIGNATURE,THE SINGLE FAMILY RESIDNCE ll ` 8 0 X 8 DRY WELL \ DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION ON-SITE SEPTIC SYSTEr� �;'L ' ' .- ` FOR ROOF RUNOFF \ OF THE ALTERATION. e r I 3 = -: ((' 7 \T 'E t (TYP, SEE DETAIL) \ I",JNICIf AL WA TER � / � � ��, _� \ � \ �� iTJ \ ' r �. -y2.3.�`F \ STONE r '1 t f (t! . } k ..:PATEO \ : \ �? I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL t f 'oc PERGOLA / 10' WIDE EASEMENT EXISTING 1 STORY �� AREA-- TO BE USED AND CONSTRUCTION OF SUBSURFACE SEWAGE DRY SHED TO-REMAIN /� � � ' � � 1 Lpa`; " `n ,� 1 �` y A DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCE --�. � �` ��,'a ' � � "� AS A PATHWAY FOR 1-o b� rLtYloYd t -I f •• 1 ACCESS TO BEACH AREA AND WILL ABIDE BY THE CONDITIONS SET FORTH EXI NG-SEPTIC''TO-BE STAKE '"= , n�� STAVE THEREIN AND ON THE PERMIT TO CONSTRUCT. PUMPED AND REMOVED OR (SET) H t 18 �. SET FILLED W/SAND ) ; $' 1 20 \ , ( ) PROVIDE FORM WWM-080 MA `E 1 ' r `L� SIDE YARD PROVIDE 6" SDR 35 APPLICANT ' R PROVIDE WATER E Yl, i� / ' ' 1 0.591; MIN. SERVICE FROM HOUSE 1 OOF DRAIN OUTLET ®PROPOSED 1.5 STORY ^E7BAOp r i -i ryo TO COTTAGE I PROVIDE CONCRETE - -SIX BEDROOM RESIDENCE WASHOUT PIT / / ' 1� FINISH FLOOR = ±23.8 (SEE DETAIL) �� =`' F 20.81' ! TH ` STAKE 4 (0 !� PROVIDE FOUR STOi / > 0) 8'0 6' DEEP LEACHING POOLS (SET)- �' c BOULnER 1 1 `� o TYP, SEE DETAIL APPROXIMATE LIMITS ` cry �` 20 _ /" ?'�� 1 ( ) OF DISTURBANCE j / �' \ 1 1 0 N/F ±19.550 SIF jBEDROOt,i �-- `._ , d. r 1 COLEMAN 7F _���' L _h,. f 1 STAKE ~ r -( ) 1�2..=7 / �.. -�. ,J� • SET / '' /� > SINGLE FAMILY PLSIDENCE EXISTING 1 STORY \ ( 1� � r T. �^ 'Ll ;� �1'_1' -�' / 10, ON--SITE SEPTIC SYSTEM 1 BEDROOM COTTAGE \ ! + ° TO REMAIN \ l _ r / _G ----- MUNICIPAL WATER MERESTONE CO 1. /' �� (� � ��f' " '-��-' � , 50°!. EXPANSION AREA (FOUND) N 06°30'30" E ' \ �I o i l • _ 14.20' 1 I~ � OAK i GARAGE �`� - U.� � � J �STAKE No. Submittal/Revision App'd By Date 1 SET 6\ \,Q1('-TONE (SET) IRON PIPE C \\ - / \ 1 I � - SLOPE// f 1 SCDHS COMMENTS PMP 08/03/2023 (FOUND) STALE .� ` \~ e` -_ SI 'lE LOAM, SEED & STABILIZE ALL (SET) } STAKE / / DISTURBED AREAS (TYP) (SET) \ 18 .4 6'_ N (SET) �� � / IRON ROD /\I/F - (SET) PROVIDE SYSTEM CONTROLS & ALARM EXISTING 1 STORY MARGARET C. -BOULDER MOUNTED TO BUILDING EXTERIOR DRY GARAGE TO REMAIN LAMERE PROVIDE WEATHER PROOF ENCLOSURES AS REQUIRED (TYP) PROVIDE DISTRIBUTION BOX (SEE DETAIL) (ALL COMPONENTS TO BE HARD WIRED) SINGLE FArM111-Y RESIDENCE ON-SITE SEPTIC SYSTEM LEGEND PROVIDE FUJIMAC 150R11 BLOWER IN VENTED ''MUNICIPAL WATER PROVIDE FUJI CEN-10 WASTEWATER PROPERTY LINE ENCLOSURE ON CONCRETE PAD TREATMENT SYSTEM (SEE DETAIL) ABUTTERS LINE _ _ PROPOSED INSTALL PER MANUFACTURERS RECOMMENDATIONS I EDGE OF PAVEMENT SEPTIC SYSTEM EDGE OF GRAVEL -------------- ----- PROVIDE 34" SCH 40 P 'VC AIR LINE TO BLOWER EXISTING CONTOUR --- 60 ---- -- - INSTALL PER MANUFACTURER'S RECOMMENDATIONS PROPOSED CONTOUR n TREE LINE Designed By: Drawn By: Checked By: I NOW OR FORMERLY N/F PMP ZBC/PMP REMOVE & DISPOSE OF EXISTING TREES AS REQUIRED (TYP) BOUNDARY POINT 0 Issue Date: Project No: Scale: I MONUMENT ® 02/21/2023 1 079891 1 1"=20' WELL 1 Drawing No.: 20 10 0 20 SHEET 1 GRAPHIC SCALE IN FEET Drawing Copyright®2015 IF f 94 ,,-DISINFECTION 20" MANHOLE (TYP 20" MANHOLE (TYP 24" MANHOLE (TYP CYLINDER OPTIONAL 400 Capital Boulevard,Suite 301 Rocky Hill,CT 06067 860-885-1055 I www.chacompanies.com 1'-4" 1'_g" NY Certificate of Authorization#0015021 t O M 6'-5- 5'-2" 4'-11 1/2" 4'-11 1/2" 30„ SITE DEVELOPMENT PLAN t ENPREPARED FOR: --- - 1��------M15EMP - ----(fUJIMAC 150 Ril BLO FUJI CLEAN CEN 10 ------ — ALARM _ FI WHITE HOUSE LLC NOT TO SCALE 4" — �--- ----J 4923 CRESCENT AVENUE APPROVED SECONDARY SAFETY DEVICES SHALL BE PROVIDED NOTE: F;ISER COVERS SHALL WEIGH AT LEAST 80 L.BS, OR HEALTH CODE -� FUJI CLEAN (NORTH HILL ROAD) NEMA 4X 3„ CONTROL PANEL FISHERS ISLAND MAIN PANEL NEW YORK L WIRING SCHEMATIC NNOT TO SCALE 04 I _O 10 HOLE DISTRIBUTION BOX NOT TO SCALE NOTE PROVIDE END CAP LEVELING DEVICES AS REQUIRED WOVEN WIRE FENCE (MIN. 14 GAUGE W/ MAX. 6" MESH SPACING) O' MAX. CENTER IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL TO CENTER 36" MIN. LENGTH ENGINEER,ARCHITECT,LANDSCAPE ARCHITECT OR LAND FENCE POSTS SURVEYOR TO ALTER AN ITEM IN ANY WAY.IF AN ITEM BEARING THE DRIVEN MIN. 16" STAMP OF A LICENSED PROFESSIONAL IS ALTERED,THE ALTERING ENGINEER,ARCHITECT,LANDSCAPE ARCHITECT OR LAND NOTATION 'ALTERED BY FOLLOWED BY THEIR SIGNATURE,THE INTO GROUND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION I OF THE ALTERATION. HEIGHT OF FILTER 16" MIN. 6" MIN. PERSPECTIVE VIEW STRAW BALE BINDER PLASTIC LINING WIRE WOVEN WIRE FENCE (MIN. 14 I NATIVE MATERIAL 1/2 GAUGE W/ MAX. 6" MESH SPACING) WITH FILTER CLOTH z _ � (OPTIONAL) 36" MIN. FENCE POST o UNDISTURBED `V SECTION B-B FLOW, I GROUND � WOOD OR NOT TO SCALE PROPOSED ROOF LEADER METAL STAKES X/K \ RESIDENCE (2 PER BALE) A COMPACTED SOIL \jam F- _ 24 �D EMBED FILTER CLOTH \\�\�\��\i - w A MIN. OF 6" IN GROUND \\ \\ CO OVERFLOW I II 4" B I('�I ---, 10' MIN. '(''�) B TO LENGTH CU PVC T MIN. 6" SOIL COVER II Ut A SECTION VIEW OVER DRYWELL H 9 CONCRETE COVER VARIES I FILTER FABRIC CONSTRUCTION SPECIFICATIONS 8, pp'd. By Date "$ No. Submittal/Revision A 90' BEND O OO OO OO 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE 6" SDR 35 PVC o - ®®®� o e o00 1 SCDHS COMMENTS PMP 08l03/2023 OR HARDWOOD,. SLOPE AS REQUIRED O o0 OO O O v ®®®® o o I 0. PLASTIC STRAW BALE ®®®® o 0 0 m 0 0 o O o LINING PLAN (TYP) 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH 1" STONE OR o 0 0 o m o NOT TO SCALE TIES SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE SCREENED GRAVEL ®®®® o o WOVEN WIRE, 6" MAXIMUM MESH OPENING. 1' a' I 1' CONCRETE WASHOUT PIT 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY STORMWATER DRYWELL DETAIL 10, NOTES: 6„ 4" SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH NOT TO SCALE 1. DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL SECTION A-A SHALL BE EITHER FILTER X, MIRAFI 10OX, STABILNKA T140N, OR APPROVED CONSTRUCTION, LARGER PROJECTS OR PROJECTS REQUIRING EQUIVALENT. PUMPS MUST BE SIZED ACCORDINGLY (7 GALLONS/TRUCK, LEACHING POOL 50 GALLONS/PUMP, PLUS MIN. 1' FREEBOARD). NOT TO SCALE 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED 2. CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVED FROM EQUIVALENT. PIT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL 75% OF ITS CAPACITY. REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE CONTAINMENT OF WASH WATER. SILT FENCE CONSTRUCTION DETAILS Designed By: Drawn By: Checked By: PMP ZBC/PMP Issue Date: Project No: Scale: 02/21/2023 079891 AS NOTED Drawing No.: SHEET 2 U N ^ • �--� ct N O � U � U v CC3 � o N N CC3 � U v U Q ,��FtED ARC G�5 VNNIEt y�T �OF NEN`I� U H 0 !� U U O � cn ti O � O Cd M� b N U cd ti U 2 4) ►� ry ti Cb r • 't7' O \ U � p O907 55 26'-57/8" 10'-33/4" 18'-21/2" 26-57/8" 10" 8'-73/4" 10" 14'-71/2" 2'-10" 4� / \ : .• ———————————— 44------------- -I \ / . ..•: / / / r I .D: • :\\ / : • : / 114 Risers @ 7 1/2'1 D F� \\ ---, --� --� r— I L------------------- N L--J L--J L--J L---J L---------------------------Cb --� ct � � r � I D•� I I 2. M y :.. .\\\ / :•. // 7�_21/4" 1 51_0�� 1�_6�� 2'_5v2"I ° :• I a �-——-� —— r——, I I Ln I I I I I I I I 7,_73/4" I I I o I I o I I o I AR Lo OF NV LIPI P I U cn rs ppp Cb p I I I ------ I �—-----------------------------------------------------------------� a� I D . � h I I O'.•.D. ..... P.• p�... .. V.:..�'•. .P. .O ... D.• .p... ...V. :D.' ..�,p. •p. :P.. . •D••.�p. ..�.•:•P •... .R•.:D P.�..p• •..... .D. .p..:.. •.k: .p.• = I I L- ——————————————————————————————————————————— ——————————————————————— J V 4 0 2. o - O O � cd � b b c. I I I I I I I I I � I I I � I I I I I • i I I I = I I I I 1 9'-51/4" 2'-10" 6'-111/2" 1'-2" 10'-9" 1'-2" 11'-11'/2" 1'-2" 10'-11" 2'-10" �9'1, 17-7 3/4" 42'-3U2" 591-111/4" '....� • 1 Basement Plan A1.1 SCALE: 1/4" = 1'-0" U ry INCb S;Jn n 7 pn r, 41 S'0" a ti 2`$a U c� 13'-3+/4• 10'-33/4" 18'-2+/2• 17-9V8 5 7'-33/a• 5+�" 5'-6" g.10+/a• 5+M" 17'-9" 5112" r "�� No hr h Id r �` 6'-10" 3/a 6'-10' 3'-0" 5'-1�/e• 5'-1�ra 5'-6+ra" T-2" 5'-6+/a" 0 Cb tiV 6'-8+/4" 8'-11/4• 2'-0" 8" 7 O o 2- 6'-0" 2'-0" g 0" PO hose bi b for foot r ins o ^� tub � � c T N o tempered n "' OFFICE �o T D, — 13'-0" WALK IN ^ M 10" 10 10" � o , o LAUNDR i / 18 Risers 1/16 / CLOSET , � � i Treads @ 1 70 / h^ // T/ d�ain 1 Z OWDER BACK PORCH I o o built in / drawers ; °o — O ® , storage - CO LIBRARY " r� `O stE irs M Q ��• ' do Nn (V 7r0 storage YER NJ : I —� — I I O 9;ra 11 LO panel ready _ ------ I , ref h o T-2" 8'-3+/4• HALLWAY 3-_93/4• 11-91/2- -------6'=4'------ LO MASTER BEDROOM ® T o c N broom w/ closet 3 recycle Z' KITCHEN ^� ------------ bench/cubbesbnsoutlet i a ? Q a -�T - T ! 4'-8+/4• 1 5 \\dW/'' 2 utd or O tD \� /i _________ I�' \�_\ '/-I—\\ M OM1 Sh er 'i' v 1T-83/a^ 5+r2 \. ------------23'-2na------ - --- ' ----------- 1 ------------------------ -------- --- --j- ----------- r \/ /\ sr mpered _ 2 ED ARC, �• N Y TV LIVING ROOM o T s t mpered; co N 36"x 6" v co0 00 DINING ROOMGo - !/ ¢8n PORCH - ; ro r0 1 CV �QF NEON QY `pn a i•a h o' Q ro ! o In CO J �I Cl) Ln Cb 2 p" r O -- - - - - - --- - -- - -- --- --- --- ------- -- -- -- -- ------ -- 4 1— - — ---- --- - - -- - ---- ------- --- - -- -- - - - -- — -, -- - - - ---------------------------------------------- ------- 2. 4=7al4, --- -- ----- -- - - -- ----- --- -- -- - ---- - -- --- ----- ---- -- - - ------------------------------- ---- - - - ----- - --- - --- - -- ------- ------- ---- -------- ----------------------- - --- -------- ---- - ----- --------- ----------- ------------------ -- — --- -- ------------------------------------------------ — --- --- ----- ---------------------------- - RONTPORCH -- ----------- - ------ ----- -- ----- - - -- M ---- ---- -------------- --- -- -- -- - ---- --- - -- - ----- - -- ----- ------- - - ------ - -- -- --- --- - -------------------DINING PORCH — ---- - ----------------- ---- ------ -------------------------- ----------------------- — -------------------------------- - ------------------------- --------------- ------------------- -------- ---------- - ------ ---- ------------- ------------------- - ----------- - ------- ----------- - ------------ ------------------------------------ -- ---------------------- ---- - ------------------------------ --------- --- ------ -- --------- --- Cd ' 3 10" 11 2'-0 7'-11+/2" 11'-11" 13'-1+/2" 11'-11" 2'-0" 1 0. 11'-2u4• 6'-51n" 51-13/4• 6'-0" 26'-0" 5'-1314" 4'-23/4• 5V2" 12'-11+/2" 5'M" 41'-4+/2' 5+M" 17'-73/4• 4 '-3+n" 59'-11+/a" • v q N 1 First Floor Plan A1.2 SCALE: 1/4" = V-0" " U Sri, 2. s� 3j8, 9'33i4, � � 1 � F•-� ?p Q� s, '33iy, • / i 58'-0" q,¢� \.\ / ;' // 29'-53/4• 10'-3314• 18'-21/2" 5�/z' 13'-33/a• 5vz g�s/a• 5vz' 4'-10' 51/z" 12'-51M" 51/2" V vz• 3 va^ 3ttra• T t/a^ 4' 1 " 3_v4^ 3-1w• 3 va^ 2_sra 5'-1ns^ 5'-1�/e 3'-2va" 8'-2�n g_gsra• tempered BAT OM / \ ! N u I I ( I ! i I I DRESSING ® r ROOM , temper d al O �� 1 ;le �3 .8i 21�= T� Open to tem Cb p r d SET Below O Ir N 7' 5'-0"knee �, O .`a 18'-3" va• I O 2 Etub STUDY PASSAGE C? m 3vz• 5'-0"iv 5112" 12'-5vz" I in zo HALL � BEDROOM 3 � I � N r co BATH 0o L — V ® BUILT INS 1'_13/a• HALL " U 1'-s S'S ® LINEN N (ll 7'-11/2' 1'-11/2' O n 2 r�C \ ?9 3 60" O h \ \ UPSTAIRS MASTER BEDROO � SHO 1'- " 2'-4" 1+-9" 12'-51/2" i �tJ 1/4" 5'-0" M ^� "7p" 07a 1� 4'-103/a^ 2'-9" 3vz 3�.4" vz 4-10" 4'-7" 3vz" rn r o F— - N 3 / 701 h °' BATH 2 ^ N I Attic I N / t ampered 2' N N I Hatch 2 2 `O tempered 2 v ® - L b o ----------„- - ;721 ------ cn 2'-7 2-5 N iV F / floor M ® N / Z2E 203 drain " RED A/� \ M w/d w/d N 215POO, N2 8 4'Q N `1 S o I 7k t lk \ tempered h NF1 \ C M M � N clo$et \ 13'4'/4" 3vz• 3'-83/a• 3 2t vz^ 31n• 5'-0" 31/2" 3'-0" 3l/z" 12'-717 s 1 \ / N M BATH 1 BEDROOM 4 f — U o L 20 0, M I BEDROOM 2 N 2'-6" i I rn 2'-8" Cl) "2 kn a fixed operable 206 fixed operable 5' 0"knee CP ------------------------------ ----- ----- --------------- ----- -- --- ^1 6 ----- -- --- — ---------------- ------------ - -- M i ° BEDROOM 1 -- - ---- -- ---- --- - -....- ------ -- - -- --- — 04 — M 61 N -- -— -- --- ---LO---- ----- ----- ----_.._-----.-.._----- --------- --- — - --- ---- ---- - --- ----' -------------- ---- --------------------- ---- - - ---- ------ -- - N CC3 10� 2'-0" 2'-0" 9'-1va• 6'-5V2' 7,_13/4• 6'-6" 3'-93/4• 3'_2114" 3'-21/4" 3'-93/4• T-6" T-13/4 va 17'-73r4• WWI. 13'-21/4' 51/2" 13'-1" 51/2" 1'-33 12'-7t/2' 51/2" 17'-73/4' 13'-73/4" 14 0" 14'-73/a" le 59'-117/4" M v v •7 M N 1 Second Floor Plan A1.3 SCALE: 1/4" = 1'-0" U . r z. � 0 • r-+ c"I ry � 1 � 1-� y� � 14 � h � .4 4 � 5. / Stdh 7 A.,` //. / U / O et/R Sed '� I f Cn i / / v �of //' // f/ 0 \\ f/ /, $ /' ,L// F, // � f/, %/f f s / �' / i / // / /r �' U ~✓ / / / O ~ -', o� cad , ,, %/ /,I/ Jam% / ' .' ./. jiJ/ !' `���'1 /Jf I f ,/ //// / St jI. \ // ,T-y i " // i I 7 '' /' f\/ , / /f, l �f. r/ " -,�. /j0•?A�t ��d%2,o%tc �� ,/ y /,�;', ,f �.� /, f <F i ! 1 i• i~ ,? ?h%r�A I /``/ et�9Sch h / „/ / *, -\ et/ySe / �' ` Y, _ ' < /.� ,./ J I/,:<, /,_ ,., :":, S tch d R ed d / / , o-,� ly, ,'-/ / `�" r /',>'�/, of Y.,y '/` '�/ / JY �r /v. 11 '� '✓ / , ^� - -- - - - J - -- �' '- -_ - '//�,/ ,�, j-/, > f `\� "O� /�; ✓\- ��✓ `I / �, 1' �h //` /',v '/. /' y" }' //' ,1J `�y. 'y'� '`I' I I I I- - - - - r- r- - - -- �- / / � C \,\ ,.� .ter ,,,_-/, �',/ / ./' r r /;/I �{,-Xl�� Y ,/ -, / i' .i ! �'' f I ..f, I I I I i 1 i ; I/ l•, �_ I ti / / % ~/ - - \ ,\ -1 f I j 'y 1. i 1' .,' .`Y X/ - - ,:,, /, :Ja, }, /y 4I` l / i //` j I I _ -- -- f - -- -- �__ z ; J/, /y I 4 F f/ I' Y'`` "/ ,,/ `'/ % i _ - - 2 pitch 10:12 Pitch - - s r „ Thin Slate 1 0 t f /.Y-' J o - /. ✓ 1 /'" i i- cn -Thin late I U_ /J /nQ• /yO,, > / l\ / / J. �' f�V >/"'r /`i/ !ti/' f' 'j I R°' - - I -- ---- , C�4 / / ; y j �� ./-.yi' /- ✓, i, ,:>,v'`~ y r//, ' / , I �_ _ _ ��', -�-- _.� ,'l--l--�_ r- j d �1 . �f, y�'y , `; / /` j,-/,I,/ %, ! /~ r i N - O ( -; I c / ,�' / `. 1 J�` i i .l // 5 / i , i' % i i' i r- O I - - - - -' - -i ^r-.' I. �� v1i // // ,_ �', �~ �'/- f ,L `,. ;/ ✓�_ /` `,,' >-! .t / ,�;` / /'j j ItM = � ' II i - - -- - - -r- --�'-i--I ----i '�- - f--! -I_ C O ? �% / y .�/ l'�r r / - .,�/` { / ~i• 7 y'''f`,/ y ,'''/, I i I Cu i ' r-� 1 I 4- F-� _i M N I --- -- - / �.,�' `/ y > , .�/ ; _ /, ,' v v� J i ' ' - - - - - - - - - -- 3:12 Pitch - 1, /✓, < 1 ;� /y/ ..7 / i I y/~ // J / / /,r. \t' y /,! J f ; ? ; _I I Standing Seam < �- ' / "� �� J 1 - - '- /, ' 'fy /�", r ^"' � r �`r, .�.,/ � `�j. '-,�'^' ��>!f I I ' � 1 I I � I �- - I I I- I i j Metal Roof / / / j/ _ �_ __ 12/ I •/ < ) , 7 " ~/ d J,% .f>''_ /, / /` r'/`/~>`% r, ,., / > ix :r i - - - r- , , , / /, - - 1 -T /`MTh Ai I r y r / /;_, r - i,, v, ,/ ,,.� ;.,/ , / ,~:.� I- -r ,-- -,-- I ? -�- I 1-i- 1. _ ,y, in tc , , - /. ' /'y ._/ .-_, ', ,._ i , r. " --------- ----r !-- _ --- I -- 1 -- -r - --- r--_1_1, ._ --I---1-_.._.L.i.__1�.___i I_ _ _I L_.l -1-L-1------1- __1---- ----1----'-._ --1-i - - '- -r---,,--- -; -- .. p / yr ,./y / , / , 1 T - - __1_J .�_._�L_ L.- L.�.1_,1__J_L "/ / /,. S/ tj / /f`/ y y / y ✓ y �\ 1 -T - --- T T - - ,-- _ _1_J-1 -L _I -L -- L...J _ _1_' 1_ I-I_-_I - _ _ - - - �' I ! _ / 1 - , I yy f - { - .I'-. r- __1- __l L 1� .<../ ,�,/.` ,v dt ,� ;./ , , ` i�J f ,/ . ,' -y.. - -L -r---C-, -1�-rT_l-r -_ -L -I T -T-T _ .L -Y , - _"-- - --,- - - -- - - -- r-' - '---- _L._L.L�_..._.i- --I---1- - --�' - --- - ^'� ., I-r I . , e // , .-,,. ,. f /' I~ J--- -- 1- - J_L-1- C1_T-'I---1- -I _�1T ( J - - - 1 - 1, % , / , , / .,�; , , / T T�I - - _ - - '- -, i I- l 1 _± , 1_L--1 1-L L!_L_= ___1-1_[:_ r I � \ / / r' I r T T r r -t T �.1-L:_ I-L i_J__L1_J�-L- L._1J_-:.-I L -1 I- I' 1- [.1` I _ / / , ) "1 /;.,.,, %' j './. I/ r �r T T1 7 t r - - --_L-_tl--' . I- l._ __.L_.l_l-LLL�I_�1_T-L__l_..1.__L.-11--- - ~ ti / / // , 1 ✓� . ,•''..; _% - - - r of -- - --- T - - - - - i- - - - -1 -L T�ii T / I 1 , / / / /./, . , ~ / ,/. .. / ~1 r -T-- �r T �1 T TT ._1-1_--;-_i..f._ s__1.�--1 -1 -[ L 1_..-.I - - - /, / / r / - -Tr - I-!---- - "- - -- - i I- I _.L._ LL_..__ r _ _l._ _1 .1 i 1 r / / „ / ,, : f , : .',../ � " , /. './ .; 1 r J r = -° ,- - ' I- -L�-!�J�L -I I _I'--_--,----- i _,._1---L -1-_1- - -i .1 1- N �,_� - - y. ' ,.. 1, / /,-, / f I , f. T-�iT�r Ti -- r p_ h Tlr i 1" _T 1 _ I -1-'- 1- I_'_.1-_�L ._1����I�---�-�-�-___,__ _,_ -- - - ,� , Y,/ � J w ,. / ~ I ''._ . ,/ , /7�% ,.,~> - - - - - -- - - - -- - - -I- !+ , y ,. , r. % ` - �- T -- __ Tf-F �- S:-- 1 TL!r_- � _1 I..-,_-1. .? J --I I.- I_L-1-L LL L. _L_�_�J-1-- _ 1 _L L__ T-1_ T_ �"'� �, % Y -tv c _L_L1_� iL _L_l,.L L 11 L. ll_ / / / 7..T T f T'I 11 T� - / ; t/y - T - - -( Li. 1 _1L. ±L 44 . -!...I. _l L. - I - 1 -1-1- I r -. 1./ T - I. _ " /> l ;.. J _ I � ./ /.: T1 7�T- T T -T l��T�'L i--T r T,- -- I-1, L_l.. _ 1 .: -L. 1-._' . I II .1_ L .-,_-_-1 J-__' L-1J_--- -- - - -'-I - ? 1 - - - , . J I� f y� // / . , `r/ J - ----- - - --- - -- - - i r -�-_I_-- -L.-__L_L__L..�_L _.J____l-_i I /I / J, _, i -, o 1-- -1- -- -- - r ---I J I----' -----�- -'--1--i -1-- - i 1--' -I_ - - 1 �,'- L t M�-i N / - - --- -- - - 1 L I 1 -i- 1--' T 1- -'�--L -1-- 1 -1 L �-LPL-L__Ll_° 1---11�iT_l-L 7-1A - T-rT-T i . <v ,,f ~ , `/ .//�: .,/ � / /' r /' i r �-- » r-I- � I U - �I- I I -+ U �-'- 1 L--- r i -'- T - L / 1 : / '.i, i. ;i`/y' 7 . -r - - - - -1 L,I. _L. I .. Rf 1 1 T __ . v : : 1 _1_ J_ _l_ J__ I yy / , , , , ,. `/ 17 I- -1 T�r T Tr r T -1 7 ti - -- - - - - I - - I- - - - _ L-- - - -? _La 1_I- -- - - J / f 1 f / - /'.. /. / / ✓, i' - - - it ' i -i--1- �' - I - - - -' -(- �'� `i r I 1_ J L -1 L. 1 , / , , ,.�/' -/-/,-;,�,// r..f J i" - r -�-r - : 1;-t- - -1- - cn:_l..-L J--L-1 -1 1- -�- l�-i=_I - i_ is .1 1---I -1-L---I---LL.L.1- -1--L-J---I J-a � �J l- - -- - T C _/ > /, f , , / / / - f .. / TT� l-" iT __.L___I L_ I__ . J.I ___ -_I1_ hr -_I_.__._L-L-- -J--I- 1� L_iL,, _- -L-J--LTl �_l_11_L1__L_i_LL / .� / / .f - - 1--1_L._L-�--L l- I y // - - f ,- ; , -r' T r -- - -�- --T-TT- ��- r' L .L_L-, L I __ -- -. - .- - -- -- - - /_ / / /, . >. ,. ,, / / /\ _�_ T T - �- r -L.:! i _I: 1 -; 1 -f._i� -1---1 -I 1 L / / / /.. /' F- L-L.-r- I -1 - - - j % 1 � : � , �. .. . � , r ,� / / . . . ,, . . r � / ✓ ,. , ',` - - - _ -��_-!__L7._Ir_1--1._�_� __L.cD h- - -1 I I l -1� - T�y / �, , / - - - - - -; - - - / / 7 - , - ,/ t 1 l._ . `�- �/ � : � f, / , / / / - :. - r -.L_1__. _f ._�.-, L.' -'-- -�'--','--1 _�__1_._L_CI - L'I_l_.._(_J _L-1_�-L_t__ '- --I-_ _ _1. ? ..i_._J.___L_._L _1 I y--?-i_?__1__L_-I�1 I-.L.L._I_ l I, _ .'-- - I- [---'["--If-- f // I r„.. r ,� ., ,. 7 �,l ' / / �' w / / /� /~�' y ,/_; v '~"•J",' /-�,' -r ( _ ! !- ` i - --- J I - - -- - I -- - -- - -' --�- --LJ._-,_L _L.� ' _ _ i_ I __ I i "- / j / , > r I f`�i ' /- -- 1 - 1- 1 `J- -1 I' -- J.�--1- J- - -1 - 1- -- --1--L- 1- - 1 L_ :_ - ---- ,� ;` G. �,/�.� " : / 4 _ ! , / L , , r . r /�, , 7 ,vim, - - T T. -,I , -i Lit-L_i_T_-?_- -_. _1____ _L .? 1_�__._-L_ -�._ / ` f / / / 1.< / , i / / " `1 _( _. 1 O I�y,L _L_L_L_-i--' L, 1 i�--i I - L - = /7 /�/ / r , ,,, ~�. �) - - r -- _ - - - ---- T- __r_L�j_-_1.� --1--L--- -1-- -1--1---1-__....L1._;._.1...---.�_1-�_.1 ;-T --j--I Y f J / , 7 ./ y y_ " , rU+ a' �_.-Z_J ______ _-1_LJ. 7- _ _E 1-__•_- L-1 .. _J .- � T_ �T L `/ / ' , < / r r,,�rc. / : ! , / - - _. - - - --- , a3- -- - --- --.--_'--1-__J__L_1 - -- - -- v U , i.. I - - - 1_.__ 1--._--J-L _L_Jy_.l 1----L.I._I._l_.1_1--1--.1_. __1._L__L... 1-1 - - / ./ ,, �, � < t. �. / / ,-- .- / / �.' - ,~.;.. J.. L. i i-� I-_ -'I `I I -- -- - - L� - - _l.i ..._i _ _L..._I__: -l_.1._-1___�_._LL--L-1--1-i---L_1l_ i_1_. i-- i--t1--I -1-- L TT U /, / /' - - - - - - - - - -- - - r ~, :� Y , , . '/ f / 7, /. I b , '�.. •7 / / ,:. ,/v ` .i 1-.__Ll__-1 -_1 _.I_J- _L 1._ I I __ _ /!___L__� 1 r r /// / 7 2- I " ! -'- -I.1 1..--' _ r -- - - Z- .L-! _ �.--1- 1 i-1 --L- , _t- 111... - Q.� / /. ~' `/ti,, ~r' > : E < 7 ,..,t- /� A/ / c N L L L _�_I - -- T i I__~ „ /, / I . / ;, ,' / �:`T ? ` ' l�_I _1__�_�J J --[- L_�-L L ?_ 1 _JL- 1 1._ i '- 1 1�1L�� L L L ! - --I I /_ /. f : // ,f , , . h� �t o.. r - . i C _i _1 _1 1 _L._1 i 1 - �,_L - `/ / / ' // / a --- -- T F T 1 /,/_/ .,1,//" , / �,/x r ' / ' /" w 1.,. ( / > , S Ch , ;�'` 1 -L L I __ 1 -L._ `L 1 - __ 1- i __ L. I _-1 I - - I 1 _.! -r-- y / :. f., : , ,/ /y , i' I /f ,/ .'/ - '.J' P4 I ` i' , .d .r ,`` _L'- _ __t_..._L, __,_1, .._r._ J.____�_-.___t ---1 _i- 1 1 I --I- i- - I _ I_ _ _-- --I-' -I ( 1 - T r -i J. / v / J / `i :' ,./ to , - T 7_L i c- - - - - - - -1 -I - - - - - = --1 1 _I L i T _ T , , ~. / ' / r J., -- - - '1'-' - -' -i--1- - -- -- - - - - _ _ T f 7 1 - �r T 7 T r T - --i -- \ / �! , , , , _, ,/ / / '; I' , L' T -- -- 1 ; -I L �r r-r' -T- -I- -T� / Z f' /` ~/,~ �.. f -/, j / /f y �- ; i` � L 11 T- I I �� L -I - I T�S T �- 1 S- -I T T r 7Tr_ - - L- rT 2 T- T 4> / 7 r T r T_7 1 T T r t 1 �-r -T-� � I T -irLr 2. �Y - 1 1 f /. / y / i 'y / �`;'. r -,- 7 T r r --. T T i-T TT rT T T -T f iT Imo- rL T i �T -T - - - - - - - - r f r , I.r' �' r_L 1 T T L_ I__ 7 _i_ T r Car -T ,�- �,.' 7 .' �, I / /./ : ,.,,:,/ f`y' ✓' - Z� to �.` - -� - IT 1 - T-L - - - = -L I N- - Z' 1 Z�,r- L LC- =- L- / '.�, J-.t, .: , { .J.," ! f y" " ,.,1'/Y%` j -- ,, - '- rr r U -O- r 7� 7 1 T T �T T 1 � � - j rT_ (n O T- I i-� [_�_l _ 'i l f r'.. T T_L_T -1 ,;i huh. �t / 'i ,' , % z J./ /; J .._ ,ti ,J / :Y I /,.; ', -� L,.T. I .I T T I .;.-.1 �[ TII 0.' LJ�-C- - - 1- L LL' r-1- L-- -.LT -I r- I 0. Q'- C_ITT 1 ---I-1 ...-- __ -_r- r-_-- - /. T i. T �- L 1 - L_,[�I,,.. /`/f S/ %/ /f /; <_, /J ,. /;'. !,/f Y7 , 1-_ I r 7 iT �_� i T r� i J_ 7 I 1 �T T-'I-- L i-�--' T T t l l -1 - T�--r_T /, ', I', : , v, / / ,: ,, -N O - T 1 �1 E- I-T 1 7 T - - / 7 1 r l i T i i 1 co -rT r T 1 T - _T ' T r_ rT T-i r T_ _T_r - I I I i I T- �T_7 rT-I - 1-i r 1 1 T _T_Tf T T / , h J // �>V / /,. './ , ,, '`-, /`•, 4' 7 r --1 _ T , T -i 1 _.,1_..:I r i L- i--1--1 I T� -T-7� L__T_-[ 1 L_ -I-_T.-.1 , T-I-- __,__, _ I Z_'= L _6 +-_1 7 , r-T- - T ---- /'`,/yf/'/; /.// /,/ /` ', I' .y',/,,,/v ; > / ; / Y /..: ,r.. 7 T T T rO IC I- I i. .. 7 N [ r T I ! /., `. I '// f r .f L. /-/ .`, I / " ,,� /_./ / ,'.y/-_I --T-i i _! i r - i'__ z- M c5- -� ' - -7 - [ T - f � C ' [ T___ 7 T --i 1 T- T /./ / / ! ,' /, Y y,"y',%' ;f 4 1 - -T - -1 [ T _T___T __ i._. �I_T Tl-r 1r-1= J rl T 11 l r- -L T -1_ -ram c�0 i 1 T i�-r _ T- -T--I 1T -J / / 1 // , % /,,_ . / ),ti ��Z �1-1 i __ � - - N - -n��-T �-I �.:T-i� _ j_i T 7 r1- I-T ' �- L- ' - t.. � L-1 ----' -I I - -'- r� -� -T==' /Q A. /,.// / / /,' /,, j f / I, 1 7 I -T L '-I- 1 T 11 - I �)r `[ T TT 1 T T J -L i t T ( T 7 T r t 7 /. / ,,,.,, 2/11 7 r T' , T 1 r r1 r 1 1 _i 1' r 7 T T T T T t 7 _ T I I F-,T T T T T r C l T i r l r f r i T T'T�-`T� ch >,/. / 2. - - - �J �.Z_ �I�r � -T I TTr � - - / '/ c _ i I-�T� T T T -C` 7 T_. -- (_-j_-T_ L_ T _T. - _ • 1.1 L� I T-. 1 L T _ _ / - T_ _ J _ -. 1 - i-.. -r- r--'-�__._ _ i- 1_ -/ ,, , , ✓� , �`, .`/, - :/, 't,, / / �,< / _1�_1____1_-1-__:__i 1--J-1_ .�. 1 -L-- -�.y._ 1_-,--. 1._-I-I_i ' _.t_._J_�LL_i__i_ _�.Z..�_!--t�__.L�L_�-�._L-:__LE L! -y-.T i_..-Lam_-��__ ,� _:-L_i.-�`--I- -L- --I --1-L___L.. , T- . y ,1 !'„ / ,'/ '`'.ti. I },, I_ L- - - - - _ __i. A ,I 1. t_ ,._. J_L__L 1 I-._I I_l._1_. J _L _1__. . J 1 i _ _ " , i , / f%' L_ L-.t_ � 1.I_1_ 1 ___L_�_ E- -� t i L 1 r I� L -- -1---r _..,_ 1 _I- 1 - _i _1 -1 _._I. J. _ J -� 1_ L.1__i-. __, r I J L - 11-L�_!..J_.1__I_ L_L- I_ L! L___1 _ r✓ i J`/ %,I 2 t% i J ), J( - - 1- : I 'D - - -L _J 1' . 1 J __L.i _. .:.__i.11. _. 1_-1--_ I _ ,. L I 1- +�J-1 i j , / A, / ; 3 1 1_i - y m - 1_:- .i. ai - �.« I�JT.� __ L _i _ _ 5�E Cyi , ; �, t I 1..., U v R S/dt „ y y ,, - - c� ° ° - ! r- - -- .- ° - ---- yL - - - -- - NEC , T L L R ". �._I 1 t ` ` T_L_t T �G� I T r e. , 2. 1 0 - - - `: - I: L_.. _ 1 _i l._ _L.J_1_•_ pp I L + 1 T" Li � A : , . i a _ _ ✓/, ., i,'; r/ 4 - - -1 - 1 1 N -- ►+ --I T _� - ^1 LN �`+�'- r --'- -- J __ L �' -J- -� 1- - - L 1- /L Ql1�G C�� f // .d - - __-_--L�I ., ,<. '�'�^f, / r /', ,/ / .S _i_-.1.- _ 1-i l L--- - -- - --� C -- - -- - C -1 - - --_I._ - ' �, -- ( .L - - -1 I --1 --IO C _J._1,_1,.._ 4 .,�.!- L L.,1_ _ ,: .,I.L ,. __ , ,c 7° 1,. / I ' L-�_ -I L I 11 JL _L_r- . - I A m 2 -- c°'� - - - G ...: 'T �- L._:.-- 1_ �1 :-_ 1_ r i _ r J l� _1, ! 1--' _l� _, ' ', - -1;_-'L` -1---i - 1 - L_.1_.l __.L_. (_ �. -__l L_..t._.-._- (�•___, i._ . .!- I `-- '- - , . - ---- * „.+�V /� r ) -1 - I --- ` --'- II-,---.--,--_� ""' _ II Un I I I II L 1 -_. � --I 1 1 t . L L_ 1_L' - Q` �tC / i 1- T - - �,_� �1 _ IT 1_ �_.L1,.. . 1. . ! L J ._t_! _ 1_.L 1._ L l „a l I % ' C\� , /,. ._-� • _1---'- _ -�- - -..L1... ..1.� _ _ mt.N. _- .L__L'.- I _- I I= - - -i - 1- 1 l�-1�._._.__i_ �_ _ J _ b, i 1� 1-, �! �7 - -A 1- T1_t-_*_ .L_...i 1 I _�f- 1 I J_L._'L-._L. .J._.I f L � - '_� _`_-_- _ t_L_L_L.. ! I _ _ - - I ! _ - ! _-LL_,-, _ i_ _.J,_-L_1_ 1_ ,..._1 .1 _ ',' L i J � _. / 1 -- 1 _I _1 22 - -1 '--'--_i_L_J._.L_1__ '- - -- --' 1 1-- _�_ _ 1 11 _ LJ L 1 1 ,- ,- '; L - - ­1 --I '. -' i II -I- IrJ.._ 1 7 T ! -l_ , 1 I._L! I 1 ' J ' 1 JL L l_ 1- -_l-. I - l1 !- 1, ' Q '' 1 T-- .i L11__L �__.__-:1 a - -- - - - I^ --j I _..'_ _' ..1_f - i J. _ _ - _ - J-- -•'------ -1 - - 1 I I -I-�L_I 1 1_.1, J - - - _ I-' -- ' I - 1 -- - __ _ L_ ' L OF L f u L -I La L- ENV ._ 1 ,___1 L_I__ _1 � y1_ . - �_ 1 _ _,_LL _�1__. I_1�.,_I , L_�_- -L-r [ 1 1 L [- L 7 .1 _ - - i _ - - �._ __ L.. __ i L_ -- - - -- r, .1 -iaa)i_o-1-1 I_ ' - 1-I - I I -L - - - -a R 1 . -L--_I J_ !_ _]- -L 1__L1_-J� _ o'.1 1.1__!_L1_ L_; T- V _-I - _ -I- U O _l_I_I _ _1_.-._ - 1 -- J ,. O O.L_..__ - i �L- - 1,l 1 0. Cn L_L A_ ...I -- -- - - -- - _1 E - 1�1T _1 I_, 1' C WT I I �L_. _ 0. i. __.�_ A v) L-� _:. N ' - - -1� 1- -I !- --L -__l: i_.JN �, U L_: . L -.�i _ O I - i. _ I _ f_ i _ i- t_ J, 1 lT tir 'D :-- -' - ---- - --i--- __ - - - - - - j-! '1L, I __,'_L�..^_,�_r 1.�_ I .LL._' 4 ..-1 -r;' - -- iri cook -_I? _1_J .,__ r -- -- - -- - -I- -L_1�L L 1-1�0 � � 1-1=-1 L__t�1 J. t_4 - - 1 _L J =1 r•--� J _ _ _ .._ .. I - _ - I _-` i - -1 1 __._ __LL L I- 1__ LT L L - 1_L� - 4 - - _- 1- ' -• - - _ I ! I _! ___` - -,_ - ' 1 1- i I- - , - I-J=L__._. r. $:i -.: J _ �1---1._1 1L._1 1 :..._ Li. -1._.I- - _� _ L _ - _ -i- - _ 1 _� :� , I -L J- L 1-_1 I L 1_ J- ry h L I JY i ? ._l_LI__ J J 1 _L 1_ __ -- - - I -� 11 - L.1` -I .? + -1_ 7 '_ L.-L 1 I ,I _,_ 1 L-J�I_ _ _ - _:1 _. _- - - 1- I_ -I -?-_J .l -----1--1 1 T �_�L 1, � -'--- O ram_ I --1 1 _ - - :. > 1.. L j._. --'- 1 • T L___L 1_j- i i _I�L J-1- 1._ i 1_. 1__._t_i I -,_- _.L_ 1.-1- L. L I r i J - L.- 1 ' i I - - - - - - - -I - - - - -i' - - T - - - V [ L _ 1 i .L �,_.� 4 - - - -- - _ �� 1 - 1 I. .- .,I - - I _I _ I I - - - -- - __ r - G� - -_ _ _ _ __ - � .. - --I - 1% Pitch - - - --- - - _ ? I '-;I Jf I I ° U ..= _ -__ -4 I�- 1/° Pitch -- - - - - - - __- I-- �-- ' I- � _ _ 2'I i c -� _ ,-; 6: 2 Pitch _ - _ I -II O \ -;.Standing Seam - __ - a . IStan ing Siam_; -J-__- _ -IN1e'tal}Zodf - - __i _� Metal Robf,'_I -;_ - a v� -� 1 j- r.: o 0 I _ - - -- -- - I---I L. ! --- - ;. � _ - O - !'r-I -I T O - -- - - -1 -' - Ct - - - - - -- - - I- - - -I I- - �-+ 'd -_ I - Ilil N - - - - y I- -� - -I - i_.I -I -, _ - - - _ --11 IIb I - - - - - - - - - ' - j i - i n • N Cr c� " • 3 2. �ii , 41:1- d M N (* * ri_,� Roof Plan - A1A SC:ALE: 1/4" = 1'-0" U DOOR AND FRAME SCHEDULE Panel Size HARDWARE ID Width Height Set Keyside Room Rough Op'g Manufacturer Model# Type Mat'I Glazing NOTES •r! 4) I� 001 3'-0" 6'-8" Interior Swing 2 3'.0" 7'-0" 3'-2 7/16"x 7'-2 1/2" Marvin UIFD225 G2 IZ3 XL French Inswing Clad dbl pane/low a 3 3'-0" 7'-0" 3'-2 7/16"x 7'-2 1/2" Marvin UIFD225 G2 IZ3 XR French Inswing Clad dbl pane/low e Q� 4 3'-0" 7'-0" 3'-2 7/16"x 7'-2 1/2" Marvin UIFD225 G2 IZ3 XL French Inswing Clad dbl pane/low e i 5 6'-0" 7'-0" 6-2 7/16"x 7'-2 1/2" Marvin UIFD225 G2 IZ3 XXL French Inswing Clad dbl pane/low e 6 2'-8" 7'-0" 2'-10 7/16"x 7'-2 1/2" Marvin UIFD225 G2 ID XR French Inswing Clad dbl pane/low e 7 6'-0" 7'-0" 6-2 7/16"x 7'-2 1/2" Marvin UOFD225 G2 IZ3 XXR French Outswing Clad dbl pane/low e 8 6-0" 6'-6" 6-2 7/16"x 6-8 1/2" Marvin UOFD225 G2 IZ3 XXL French Outswing Clad dbl pane/low a Q� 9 6'-0" 6'-6" 6-2 7/16"x 6-8 1/2" Marvin UOFD225 G2 IZ3 XOL French Outswing Clad dbl pane/low e 10 6'-0" 6'-6" 6-2 7116"x 6-8 1/2" Marvin UOFD225 G2 IZ3 XXL French Outswing Clad dbl pane/low e 101 2'-6" 6'-8" 2'-8 1/2"x 6-10 1/2" Brosco or Sim Interior Swing Wood 102 2'-10" 6'-8" 3'-0 1/2"x 6-10 1/2" Brosco or Sim Interior Swing Wood 103 2'-8" 6'-8" 2'-10 1/2"x 6-10 1/2" Brosco or Sim Interior Swing Wood 104 8'-0" 7'-6" 8'-2 1/2"x 7'-8 VT Cased Op'g 105 3'-0" 6'-8" 3'-2 1/2"x 6-10 1/2" Brosco or Sim Pocket Wood 106 2'-8" 6'-8" 2'-10 1/2"x 6'-10 1/2" Brosco or Sim Pocket Wood U U 107 3'-0" 6'-8" 3'-2 1/2"x 6'-10 1/2" Brosco or Sim Pocket Wood 108 3'-0" 6'-8" 3'-2 1/2"x 6'-10 1/2" Brosco or Sim Interior Swing Wood 109 2'-8" 6'-8" 2'-10 1/2"x 6'-10 1/2" Brosco or Sim Interior Swing Wood T 1 110 5'-0" 6'-8" 5'-2 1/2"x 6-10 1/2" Brosco or Sim Pair Interior Swing Wood �J 111 2'-8" 6'-8" 2'-10 1/2"x 6'-10 1/2" Brosco or Sim Interior Swing Wood 113 2'-10" 6'-8" 3'-0 1/2"x 6-10 1/2" Cased Op'g 114 2'-8" 6'-8" 2'-10 1/2"x 6-10 1/2" Brosco or Sim Interior Swing Wood 201 7'-0" 6'-8" 7'-2 1/2"x 6'-10 1/2" Cased Op'g 202 5'-0" 6'-8" 5'-2 1/2"x 6'-10 1/2" Brosco or Sim Pair Interior Swing Wood 203 2'-8" 6'-8" 2'-10 1/2"x 6-10 1/2" Brosco or Sim Interior Swing Wood 204 2'-6" 6'-8" 2'-8 1/2"x 6'-10 1/2" Brosco or Sim Interior Swing Wood 205 2'-6" 6'-8" 2'-8 1/2"x 6'-10 1/2" Brosco or Sim Interior Swing Wood 206 2'-8" 6'-8" 2'-10 1/2"x 6'-10 1/2" Cased Op'g 207 2'-8" 6'-8" 2'-10 1/2"x 6'-10 1/2" Brosco or Sim Interior Swing Wood 207a 2'-4" 6'-8" 2'-6 112"x 6-10 1/2" Cased Op'g 208 2'-8" 6'-8" 2'-10 1/2"x 6'-10 1/2" Cased Op'g 209 2'-6" 6'-8" 2'-8 1/2"x 6'-10 1/2" Brosco or Sim Interior Swing Wood 210 3'-0" 6'-8" 3'-2 1/2"x 6'-10 1/2" Brosco or Sim Pocket Wood 211 2'-6" 6'-8" 2'-8 1/2"x 6'-10 1/2" Brosco or Sim Interior Swing Wood 212 2'-8" 6'-8" 2'-10 1/2"x 6-10 1/2" Brosco or Sim Interior Swing Wood 213 2'-6" 6'-8" 2'-8 1/2"x 6'-10 1/2" Brosco or Sim Interior Swing Wood 214 2'-8" 6'-8" 2'-10 1/2"x 6'-10 1/2" Brosco or Sim Interior Swing Wood 215 2'-6" 6'-8" 2'-8 1/2"x 6-10 1/2" Brosco or Sim Interior Swing Wood 216 2'-8" 6'-8" 2'-10 1/2"x 6'-10 1/2" Brosco or Sim Interior Swing Wood 217 2'-8" 6'-8" 2'-10 1/2"x 6-10 1/2" Brosco or Sim Interior Swing Wood 218 2'-8" 6'-8" 2'-10 1/2"x 6-10 1/2" Brosco or Sim Pocket Wood 219 2'-8" 6'-8" 2'-10 1/2"x 6'-10 1/2" Brosco or Sim Pocket Wood 220 2'-8" 6'-8" 2'-10 1/2"x 6-10 1/2" Brosco or Sim Pocket Wood 221 2'-8" 6'-8" 2'-10 1/2"x 6-10 1/2" Cased Op'g 222 2'-8" 6'-8" 2'-10 1/2"x 6-10 1/2" Cased Op'g H 223 2'-8" 6'-8" 2'-10 1/2"x 6-10 1/2" Cased Op'g �. 224 2'-8" 6'-8" 2'-10 1/2"x 6'-10 1/2" 1 Brosco or Sim Pocket Wood 225 2'-6" 6'-8" 2'-10 1/2"x 6'-10 1/2" 1 Brosco or Sim Pocket Wood WINDOW SCHEDULE Frame Size of U ID # Bottom Width Height Header ASF R.O. Manf Model # Type Glass Mat'I Color Ext Color Int NOTES U T� A 12 2'-9114" 5'-71"2" 7'-7 1/4"or 7'-1 1/4" 2'-10 1/4"x 5'-8" Marvin UDHG2 2830 E1 Dbl Hung dbl pane/low a alum/wood white primed V 1 B 3 2'-5114" 3'-11112" 7'-1 1/4" 2'-6 1/4"x 4'-0" Marvin UDHG2 2420 Dbl Hung dbI pane/low a alum/wood white primed C 1 Z-914" 8'-73/16" 1V-8 7/16" 2'-10 1/4"x 8'-7 11/16" Marvin UDHG2 2834 E Dbl Hung dbl pane/low a alum/wood white primed tempered w/transom UDHTRG2 2820 D 3 2'-1114" 1 4'-7112" 7'-1 1/4" 2'-2 1/4"x 4'-8" Marvin UDHG2 2024 Dbl Hung dbl pane/low a alum/wood white primed E 4 2'-91/4" 4'-11112" 7'-1 1/4" 2'-10 1/4"x 5'-0" Marvin UDHG2 2826 Dbl Hung dbl pane/low a alum/wood white primed F 1 8'-0" 6'-6" V-10 1/4" Marvin Bay dbl pane/low a alum/wood white primed G 5 2'-91 4" 6'-3112" 6-9 1/4" 2'-10 1/4"x 6'-4" Marvin UDHG2 2834 E Dbl Hung dbl pane/low a alum/wood white primed H 14 2'-5114" 4'-71n" 6'-9 1/4" 2'-6 1/4"x 4'-8" Marvin UDHG2 2424 Dbl Hung dbl pane/low a alum/wood white primed J 11 2'-51/4" 4'-3112" V-9 1/4" 2'-6 1/4"x 4'-4" Marvin UDHG2 2422 Dbl Hung dbl pane/low a alum/wood white primed K 6 2'4" Z-3118" 6'-9 1/4" 2'-5"x 2'-3 5/8" Marvin UAWNP02828 Awn dbl pane/low a alum/wood white primed L 1 2'-6" 4'-51/8" 19'-6" 2'-7"x 4'-5 5/8" Marvin UCAVP3054 Picture dbi pane/low a alum/wood white primed M 1 8'-0" 5'-0" 6-9 1/4" Marvin Bay dbl pane/low a alum/wood white primed N 4 2'-71/4" 5'-7112" 7'-1 1/4" Z-8 1/4"x 5'-8" Marvin UDHG2 2630 Dbl Hung dbl pane/low a alum/wood white primed 0 2 2'-1114" 4'-3112" 6-9 1/4" 2'-2 1/4"x 4'-4" Marvin UDHG2 2022 Dbl Hung dbl pane/low a alum/wood white primed EFtED A/ZG,y�I6 P 2 2'-11/4" 3'-31/2" 2'-2 1/4"x 3'-4" Marvin UDHG2 2016 Dbl Hung dbl pane/low a alum/wood white primed G\5� p�1NIE(S ` Q 1 2'-9114" V-711/16" 2'-10 1/4"x V-8 3/16" Marvin I UDHTRG2 2812 Transom dbl pane/low a alum/wood white primedOA -9� d' 0 1 �� OF N .�O U 0 t~ U N U t" 0 CCd m� 'd tC3 ti � I • Cedar Shingle Siding 27'-8 3 A Top of Ridge T- L L ; L-1 L -juIL _ I. T7 L i-T T 1- IC t I rLr J,-1 -T 24'-10 5/81- T-- r-1 --T L L Thin Slate Roof -L L J LTL- L T -ET Top of Ridge 1 T"---j- L I- I J L __LT, F -- ] -I I I J , t L L T -T T T-L A ; 7 -T- -T-'-L'L I T T T I L. I J- )0 1 141 T, T f T 7 7 T 7�'17'-'T� L-1-,Ll�� -1 Ll ;L�1-� -T- T--T L -LE -T�-- , 1� I I I ; L. I-L- L A I I I l-T L -T LT '7, 17 I LJ z I 1-•1 L t L L-1 Y L L Trim,Painted �] -1� �T--A-1 FT —T 17- 181-63/411 1 1 1 1 1 1 1 1 1 1 --,.- DC I Ti7L-TL-1 Z-Z L I Dormer _f_­�_��_T-T-1- 18'-6 3/411 Plate Ui_I�.i.-1T Dormer Plate T -T TZ J 17 L L J, 4-11 1.; to NN � ) J. I j6� j i I I D D -Tj-jj-TL1 ;:! UL LL J j-1 Li - rL4- :`- I 1 1 i J111,15-6 3/4" T, 0 L Knee Wall Plate F—i I J I I I I I I I W MG EG Knee Wall Plate ===��� , I -TIT4 11 1 1 1J.- 11 111 1 111 11 1 Lil I I I 1-1.11 1 1 11 1 1 1 . 1 1 1 1 1 1 1 1 1 1 1 1 V I I I I I I — -1 j�� —Cedar Shingle Siding J- I I I I I tl I I I I I I I-WT Ir 1 -.1 1 A I I I I I 1 17 L- 111, 11, illy', I I I I L I I I I I I jk 10'-6 3/4' 101-i 3/411 Top of 2nd Sub of 2nd Subfinnr Top Y1 L Yl 11 11 1 1 11 H I d.i 11.1111..111. -jil 11 1 1 111 LJ UL 1� HL 1HL III I LL FU I I I I I I 1 1111111 HI III L LJ ..J Porch to have Roll Down ��� A Screens around entire perimeter. FJH1' 1 1 1 +-LI ...... Composite Columns,Painted L LJ FT-1 I 1 00000000000000 1, 7� 17� I I 'TLI, A J_ 00000000000000 D -hil 11 Pill'i Ill 1 0000000000000111 -T PP 1 1111 000000M0000000 ILI F1 ��� L I 1 11 1� 111111 111 111, -LL LL Stone Veneer 0000000 0 SUN 000000111000000111 0000000000000111 1 MET Rlfl I�1 ��� in 00001111 M M11L ��� jk 0'. 00000000000000 f 00000000000000 - - 0"OIL 22--8'-,g[,, 1 Tyf--JF--'J1.� ITY1H 0000000000Q00❑ 1 y-,1- 7-7- 1 Top of 1 st Subfloor I Top of 1 st Subfloor'�FAbove Sea Level 7 --------- Q- 't- 't, j .!I -j 1L1 It- .I 0 0 0 0 131513 El 0 El 0 0 0 0 E3 0 0 0 0 0 M 0 0 0 1.31.3 03 r t Lattice,Painted d- 'j, -11 66 M 13 8 0 Q 111 U 1313 M CO3 E3 103103 CO3❑ ---1301300001:100uuuuuuuuuuuuuuuuuu A L-J�C A" > C�3 X. North Elevation SCALE: 1/4" -011 27'-8 3/8" 27'-8 3/8" Top of Ridge Top of Ridge Thin Slate Roof Cedar Shingle Siding + 1 L. L 7- -T T- r J T 1 7 1- i T F I T 77 �T 4-4,-0 -T -T. LA Trim,Painted— -L I I 1 11 1 L -T-T -e T- T- 18'-6 3/4" T F -i- -ILI t Dormer Plate U L- j I 1 11 1 1 1 Dormer at. U I I i W I L 1 14 t�u bill LIL I-N 15'-6 3/4" FUN' IH� I -TH77 IL"Al Knee Wall Plate I II I I I I I I Kne all ate 1-1W -:�a -H EG ffG t +17 H Trim,Painted +79-71 1 1 Standing Seam Metal L 1h If , 1 11 .1 11 1 1 11 1 1 1 1 1 1 1 f I I I I J-� I I I 1 11 1 1 1 1 1 1 1 1 1 Roof 101-6 3/4" p LF-L I 1 101-6 314",I[++� ------- Top of 2nd Subfloor 1 11 11 Top of 2nd Subfinor 0 H I I I I 0 1 t I ELI —ILI LIL Roll Down Screen I I I I I I I I I I I I I I A I I I I I I 1 0 �TL-T I I I I FLJ1 ±FY I 1 11 11 1 1 1 1 1 __j Composite Columns,Painted Con; osit olu ns,Painted C 03 d Trim,Painted Painted FL-4 C) 011 01, 22'-8" it I I I I IL Cd or —J-- of Top of 1 st Subflo I tujuvp DUO WVU1, I I I 1 11 1 1 1 -1 1 1 1 1 1 1 1 1 --T6PO Sub iloor\11'Above Sea Level________ Ilu❑00013011 Con 0 Lattice,Painted L==4q o,,o ull Lattice,Painted J, n��n n i�,on N'n"M"a"0"0"0�O�O 0��O DO�O�O 0�0�0��O�O�O�O C I I 113 0 0 n00000nnnnnf % Z x" ",-X V, X A x V East Elevation 2 SCALE: 1/4" V-0" IT�j -L L I I i i • T t-7 ,--tffFff r,I L �H L.I!:::I_ E- -!-rJT L 7 pRg " ---I''-I11 I1 I I i11- - T It LT - L_,' ­--� ❑ 4 1TJ­­­' , T -T-�-I 1 -,r of i F E�T I1 I i I TT �­-7 ,I H__-i �r I " _t___T _TI-- - I -q_I , ' r I-IT---I -1.1-.L 1 - - I A_k�L= L— J L_ --- . U � 27'-8 3/8" - T1 o5'-6 ­ ,_iF _I ' J�� II- 1 Il II Il�1 1II II 1 II 11I i__L1fHA: I� - -,-1- h II­ -Tr �T , E ._ L I Tj - _ _ _ - �F -- 4"L _ 't-- 7 11 i _ I6 � lTTi- - 1 I --11 - - 1j [ - - � 71- _❑ _ I . 1l _T t-1-T-�1 - -I - �❑❑ ❑ T- TI-1LL I-7- . I T!-_ I I-_ _T_ tI - - - = , ,1 - L1 Ti7 In '7 - '1 II .\�­ � �I I­- 1, �1- - --� ❑ Q Thin Slate Roof— L4_4Id-1 - V IL. Ji — I- - - . =11 _1 _ Ff - -l' 7 J1 ­ ­ ❑ _ ­ �___ i- -i- ___ - - I ­1­ 1 _L____ - ❑I ' I_- — _ - -j ­ -11 L1 __ -!I [ ' 4_1 - � -_ - I - 1--- _ '_ �_ " T_F _j -f_j �y- �� _ LJ - ' __ --- --- -�- � - - _F_L- 4 � ­ _' " ­ ❑ _t --: __ ­ — �_ _ 1LJI - ❑❑F - -_ � TT , 17- '- 7 ❑ j : _ � j i , - - '�­ _ _ " I - � - _ - -! ` - - - it_ _ _ ' -� _ '_ �,_ � � '_', -Y _ - ' �­ -T-- _ I ��-� A , -T---1- I , _ T I I � k"" ­ �� \''N "�'\- \ 7-- '� \­- ,•.. ir- _ , - I ' . ! 1 1­­ _ T , f , . -' I -1-_` -: A I t _i _ 1 , ' 6-- 1 L � i, - j ----71 �� __ __ ' T- �-1 - 7- � L _`J' __ ._ _I �_ = ' - I - --� IL I- t L - _ ­- -L-T' _ TT 7� r T_ ' 0r04 ..q 11—c;0crrAzt,i0T ! -J ­ T ' - - _i_�J ,T ,_ _ � 1- ' _T i � - � _ ❑ _ f. - t j. _� -=rt 44I7 - _ � I i � _ I-.. - Li 7 __ 7 ,- - �'r ❑ , H _I _� 1 '_ - L. I L- - _11 - L - 1 Ii ! -- i : - a - !F1 - � _ " T _ ❑ 12 _ � I T � _Trm Painted 19 L i-I-- _ -' _L-i I j *a F17T- JL Li - I ' [ -I _4— T I - _ _ �: I . - I � - - 7-IL -_ _ _ -1 7I ' j ­­ L - -I T. __-_ -- �L_ L_ 218-6 3/4 t- If _1� �_1 -- I I T IA_ - L-' T �=,� L� _ __� 1-- [ i F 1 i 7 T � Dormer Plate I. E-L . - _[ T I -1 - I I iI I I I I II III IIII II III II IIII I I_I,T.:II III,Ii II 1iII lI I I1I LI1v1I`"0 -f II"I11 I I — __ _ - I � - j j T inj J 1 l_­- --Li,-II -..i. 1 1 I Knee Wall Plate 1 1 . 1I.1I 1 I I I �1\) 4C!�::�) > Cedar Shingle Siding V I 1) 0 Standing Seam Metal a Roof I i I � i I ' j I i I I ! I I ( " ­ - U U I � i i i i i I I Standing S Metal 1 i / Z- " �' ";� 10'-6 3/4" I ! ; i I — Roof , _ , �" Z� � - " "-1I, � a. - ­ - -)�T"�,''/oX p of 2_I`I, nd'.Su_b'I,1 fI."I lo':"1Ior I i1 1 � ,I' i 1II'1 I z -,1"1III11I_ -1�I u / '1 ". I1 7, � I O\,44"I'\II I �I I, - lIi1I1II",_ " 1Ix 11I1.�,II1III�Y_"­11L1,11�II\IY<IF r" 1I11ILI,.�"t.11,11'I1 1,�J—I 1111I'I1�x 1I1I I—� /I",]Ii L 11Ii 1I11"Il " I"�1_1 I.111 lIL "1 1.N 1III II I"I "- ­,1,I11l1I _I 7 1\ � I' - tIA LI _ Z Jt)_4 - --U _ �� ear _fling IidlD - - T -- - - -7 -F - l­ T __ _ - 1 B _ 11 111 11111 1 1 111 1 1 , H H i i Composite Columns,Painted I I I I _] Trim,Painted I ' I ' "HI I I I I I I ,1F4sh Boards 22'.81 *01 L - L L -_L-1± - i - " - ,- Above Sea Level Top of 1st Subfloor Lattice,Painted A �66❑❑6❑666 E66666663000000000030 : T �� / ', '/" X. �1\ ",�- , ' / " � "" ; � l " / -. �.,' '% 'x 1/ �'� "<"'1 "- .,�. ,, /' " \" " _%� \1 J. \V, < �� l`. l South Elevation - !.2 SCALE: 1/4" = 1'-0" 0 O 0 r - I C `1/ �> 0 241-105/8" - Ili _ - 1 ­ I 241-105/8-A N Top of Ridge - ❑ - -----------_ _ __ __ __ -�- 1 - L� _ I ❑1 - - I - - Ridget4 z-I I - i - F 1 1 ❑ - - - I _ y? — - L_" _[- T —j I 1 I '1 1 1 T'_- 1 __ I - w ^ _ L I '-'J--T,---FI-I- , _�_ T-gI - - a-TTiI-'i-i:_,- 'j L ,,I1 'I r T- , FI" 1t .11 I1t j: : ', J 1 I( 1J_ I _T � ±= iILI­ 7 -I - i1 , LL �_� __tT_' T1,­- I'FLH� r -r? _�_I'- ' _JL8 �371i❑� � E ==1­­❑' �E j :' _�_ � I _i � IFzIL Jr _1__L _ '_ _ _ _I1#� - - r 'I 1 LTI L1 ;� -� _ L 1J - LTaF#� � T -T _ _ - ii _ I 1 -� A __ i .j1 - ❑ , _ - _ 7 -i _---i1 �� FjAj'_ '­ , - -L _- -' F-F ' 00 I I - I - _ I I T__ ', ' I _1 ii _ I _ II 1 1 - I 0r �F I rj_ - r_ i: � -IL fl I � f_ L j II i - -­ ' -j _ _ - r-� J ­1L L'I I 1 _ I ITJ_7 -T T i n Slate Roof 71 � I __ r L 11 1W-6 3/4" _T1= I--- ❑_ _�T . __- / � l - = - - - -I L " J 18'-6 3/4" U - i �-I , " II 18'-0 3/4"18-0 3/4" - _ 7 Bottom of Ceiling - 7 Bottom � iling _L Dormer Plate ------ __ _ " L i , _ Dormer Plate - � 1 I 1 _ J I 1 1 I I I I I I I I I I I I 7 ­F IT D1 i �T � 1-LaL- 4i I 'T IT_�_ _ 15'-6 3/415-6 3/4 7 uH H 1 j I I I Knee Wall Plate M � Knee Wall Plate Trim,Painted j 1- ---L Standing Seam Metal Roof r - __� - I 1 ! 1 1 1 j i 2 SF, ARCy I I I , 10'-6 /4" j i 10,.6 3/4" - S q YI I I ti F< Fi j l To 2nd Subfloor � 12ndSubfinor' I i l=j Cedar Shingle Siding ___ 1 jL !_ - Q. lII Il � - OF NEv`I�O H ( 4 j III l E E h U I� ►� 0 i •- I ---------- O Composite Columns,Painted :��1i ! � 1 I 0 11 1I1 �1 '' r " 0.1 22'-8" _F I I '- - � 1� O"! � Top of I st Subfloor Above Sea Level _ 11 I _ - p of 1 st Subfloor Above 0 r O _- ---- ` _ U �� 0'X,, �� /� "I','" �' �,\ ,_ / �� \1 - "" ,' /� X� /< ' j - _'--'_ ' I I �' T� " /" �, 'e. T/I"' I ­ 111f♦ J. � \ I , ,, " "" " , -;� � ,I / " ❑��_� _ LL_18-0 3/4 I -< Bottom of Ceiling 1 _ 1 I L E - ,�1­ Dormer Plate I _�__ _' 02 Southeast Elevation 3 Southwest Elevation _ SCALE: 1/4 = 1'-0 SCALE: 1/4 1 0 15'-6 3/4" 7 Knee Wall Plate N - Cd I , I I I Ol 0 � 10'-6 3/4" Top of 2nd Subfloor I O� 4 CS • 3 �i�I I P ❑ II I�E ll 5 A I 11❑ ❑❑❑ I i i ❑ - 3DO44,44 I - I �. � llTI—I � I111 1 -1 , . 1I11�1,, IIi I I I I I I t ❑PFH ❑] I I ❑ ; I 1 O" 1 1I AI t 1 1 1 Top of 1 st Subfloor 1 " ", �I 'I " N4N F �I� ', / - ,\' :, \ .\: , , 4 Northwest Elevation � A2.�2 SCALE: 1/4" = 11-01, I I — I , M 24'-110518".I�_ T-'T- L Ridge T --I' T i T-1 1 T I , A L ILL L I I L L -t=- '1T I '� _ -: 1.. r Z •� -T L I 11 -[T::;L L-F1 I-" L L I I L .-T I ,- -- I T,---'j- . --; , --- :�'-I- I L � I j I _Tj ��i- T 7 --T v7 irk s ----L�-�,-�- 7--"1 i ! , --I - 1!-,- ,- t J- I.i T T'--T -T- -T t - -t —T I L I L 1 1 T T- L �:J_I T T TL4 7- L E JT-L I 7 T� 7 jift-'-T r .L L,-L -ii 7-L4-7J'4� ] 1 1 1 1 1 1 1 11 1 Dormer Plate L T f T-� ---LL i T -7'7 4 1-'7 U L -17 1 15'-6 3/4" gk 0 F-T, I I I I Knee Wall PIMP =0 J I ITI I II T 10'13/4"Ot I-Aw Top of 2nd Subfloor I I it -F-F7:J I I I 1 11 1 L j --IT I IT T� LJ I I I I I Ira,--, LT- JI A LF- IFI L.J I I 111 11 ❑1 1 1 1 T-T ❑mmgmgm TLF+ 00000000000000 00000000000000 L 13 mmm❑ LHT 00000000000000 0"Oc 00000000000000 Lj 00000000000000 00 22 Top of 1st Subfloor')wAbove Sea Lc 0000000000000E) ❑ggmmqmmommmmmJ I-J I I I I I 'X C) • ct X , .FKJ < V, Northeast Elevation r2 North Elevation 2 4 U SCALE: 1/4" 1'-0" JL-3=11- j— 27'-8 3/8"OIL Top of Ridge T-1 L c I LILT =L--30,c: I i L T t-1,L L L-T E L L I, Jc= L--E�T-T 1-1 11 TF L.-I L± 11 P I:= T L A L L I L -L T LT d 1 L ILI I I 5 O NI Cyr L 1_J L i -I �T�T-I I J I Lj I -T v -I- T-, T ILL TrZ -T- FQ LL �_! F I T'T T-� I L 1. L[ ;L I IT =L L 1 .1", �c7. 18'-6 3/ -41 -1 T J I -I -I I u 1 -1 U Dormer Plate T I U I I T-,F�IFIL FLT T ---i T F IFT j 4-1 T-IT-L .11111 1 11 1 11L I I I I /H\ I I I =� N� 15'-6 314" Fq ��Oc- It"A I I I I I I I Knee Wall Plate I -LF TLIL Iall I I I I I- c T-L LI I I HIH 111 11111 1 1 1 1 1 1 oQU 10'-6 3/4"Aj--, Top of 2nd Subfloor o� -44 LIL 10 HA PE' o 1H, A O cd i--LT— ED C) ------- "-FA Top of 1 st Subfloor bove Sea 000 00 000 cl[30000000 cl 0000 000000 is 013 V West Elevation SCALE: 1/4" 1'-0" i-T • L T,7' T 7 N 14 27'-10'I 27'10" 27'-10" 27'-10" �L/ Top of Ridge Top of Ridge Top of Ridge Top of Ridge U 12 12 U ATTIC 10 ATTIC - 10 � � 12 12 ,.f -- ' V� ' � \ v 10 ---- 10 / 1_J U 1--I 12 M 12 Cn ■ 6 L. ---- 6 14 — - � Cn •V-0 19'-6 3/4" 19'-6 3/4" 19'-6 3/4" - - - _1 19'-6 3/4" F� Bottom of Ceiling Bottom of Ceiling Bottom of Ceiling 1 Bottom of Ceiling •� 18'-0 3/4" I 1 18'-0 3/4" - Wall Plate -- ----- --- r -� I I Wall Plate � EDROOM BEDR 0 - - -I �i ! -�1_-ii_ --- 4 U II _ a - I A3.1 Q 15-6 3/4 3 4 1 1 15'-6 3/4" __ I Knee Wall Plate ! I �� I' �' 1 - .--- ---- Knee Wall Plate o 1 ~ 1 I2 % --- -"- f— .F-� A3.1 EDROOM I EDROOCV� 1 I 1 I --3 � I � I' 4 I I U U 1-.=-___-_---_,� __--_-1j 1_—— � — M - - - - -1 12 _ I I � U 3/� ------- - , 10'6 3/43/4" I e 1 10'6 3/4" 10'6 3/4" - - - I { ;i` d 10'6 3/411 TT op of 2nd Subfloor 9 Top of 2nd Subfloor Top of 2nd Subfloor r I _ -- - _ -=SI-o�e 1-0°_ '� .i 1: I - I -- Top of 2nd Subfloor _ _ ---= _ _ - - --- -- 8'-8" - - I I I 8'8" 8'8" I -1 I ----- _ - - M To of Plate ----- ---- - 8r_811 To of Column k�- 1 P P L-� ,�-�i,l N I P 1 T f Plate To of Column To of Column - l II - ( I I { 1 I -- Top of Column =- I I 1 I I I I ,-_-----'' _ _ -- I II I I I I Il; IIII DINI ROOM 1 I ( I I I Iii _�LJL_ - �I--�_--1 �, `_-_`L_. - -_°- '__ I I 3 BACK _ ---,!j -�- -- �. SCREEN I a PORCH _ _ DINING . I PORCH BACK PORCH - ITCHEN ---- ;" I I 1 A3.1 `=-=I''- j �I I c I I SCREEN PORCH I I A3.t I I �, � n KITCHEN ROOM - - I I C) 1 1 - 1 �t .� -- -_ I I I I _ --- _ I 1� 1 I I I I --�_„ - --_— �� 1 _ - — - = =— --- - r � I 1 I I I � l fill `-_ -- o r .I I � I slope 1%, Ir rr I � I- I' ___ I—_ 0 22-s 1 1 0 0 1 _ ---� - Slo 1 °---- --- - — - - — 22- i I `v 1 sl°pe 1/ -- 0! Top of 1st Subfloor .• Above Sea Level I I Top of 1st Subfloor Top of 1 st S I Above Sea Level I Top of 1st Subfloor 1'4 1I4" -1'4 1/4" 1'-4 1/4" -1'4 1/4" tl D' N I o.• I I Top of Concrete I D, ;. .. ,, r N Top of Concrete \. / , .\, Y f I n l,. r l /' ' V� ,r /l I i. CRAWLSP /� I \ � ACE ; �. �.1 ;.� \;. 1 ' i :\. ,,\, 'i' �'' i `:1 vC ;:" >>, x:' a. 1. \ \_ 1 J it y ,r \: I'' D" D D' 1 �I' y(' </ 1 I f` d O ^, "'i \`. \, ' v�, I 1 �' /. /` /. • :�r i\' ^Sy { / \' \ J \`•" 1 f l 6 C 'K'' V .\ D: .A {\ ti' D f0 I 1 is I \ f D :,t,1 .<r •"\�'` '/ ♦�';` r, \' 1 {. \. O �i K �' `1'Y D T. 1 - U u k,k' r`N I i '. D �'` ;, N t: \i- \ \`- T. D; F V 1' \_ i .y I t -' Q� ^ r.\r: Y. /Ti I I (A, p /t r V 1 Yam'/. P r, \t t." \•' lr 'r� \' /' j' '-8 �/4 � `'v' I N •8 3 r^ is /4 /4 V 1 \,. ,�" '1: 3 D•. :tl: ,`. ?: D•. a: T " ,' i. i`' i<-1 �f I 7 `o Basement S a ��' o ti' T f ase n lab ;" f sem nt Iab o `o B met r/: To o Ba e 5 S p P P f r,' T o Ba nt I v o seme S ab ^� p \ Y ``' D P W `i" i r, ✓ ✓, R } L 1 r). - -2"3 I - 0 0 3/4 �'I =1 2 3/4 1 2 '� 0 ,�; _ t i t• , -2 4 " :_` -'I 0 31 < - 'T - /' \ I \ 111 �, %. Bottom f ootin of m f F in " otto 0 oot < ottom of Footin B i:' J 8 (, (. g J 9 9 -r, `; '' Bottom of Footi `';: i \Via• X' y. \' "�\ 'i r `1 1 �''- ti ," v J Y. Y`. \y I 1 1. ,�� ,;, \\ i ?. /;, \ r: \,, VJ k, r' \ �,�: I� U N 1 Buildin Section 2 Buildin Section t�� Q A .4 SCALE: 1/4" = V-0" A2'4 SCALE: 1/4" = 1'-0" 27'-10" 12 27'-1 o'I 12 12 Top of Ridge "�\- Top of Ridge ��4 12 - \`\�- 10 10 _�. ATTIC 10 �� r; - - �_, 11_ r- - - - - - -� --------------- ------ - =_/ __\ .\� 1�e� O ARC f l— I I i 12 - ------ fit------- -- - - -- --------------- ����O pp.N IE�S��T�� 11 r I 6 6 4z 4�' A a --= _- r- — — — , I 1 19'-6 3/4" 7 19'-6 3/4" * ftA�I / Bottom of Ceiling I _ _.N I -----{- ----------------- --- -- I 1 _ A3.2 Bottom of Ceiling - -- --------- -___---__---- - ----_ __----- ----- -- -- I - - — - - - 18'0 3/4 r _ -1 -------- _ - - - -I - : -.1j -- 11 - 1 T1 -1 - -- L__.J:_�II:--1� --II - - fir—r- 1 C• --- - I 1-- �_._ -- -- 1 I I 1 - - -- - - --- - Top of Plate �OF NE�� (- 1 r I I I'I I I - ( --- I �� - - l -- -- -- I 1 j BATH 1 ---J--- I I I� I I j 1i f L V � � I I { I I i 1 L— =_ _=1- -.. - - q BEDROOM 1 -__-- BATH o —---- - --� -------_-�' � I �l I I - --- - - --- I BEDROOM 1 �, � i I � � HALL I I - ---------------1-------- l -- ( HALL ", rn ; s, I 1 ��_= I____ U\q I I I I l I I __ '__= i I I --_ ____ I I I I - -- 11 I I� _ - ; � li I I 1I .� .I I I I I i I I j I 1 1 I i' I I I I I 4 i 1 ------- --__I__ I I I I I --` (---1 � _ --------- - _ __ ----- 10 6 3/4 , - $_4 �; 10'-6 3/4 � f nd Subfloor �"� Top o � To of 2nd ubf r +� „ - S loo V � c� I ( 9-4 � - I 9-4 9�-4" a BACK FOYER __ - a = - - a) -- - I I -1'� III = N Top of Plate I _ 8's" Top of Plate 1 1 A Top of Plate 8'8" 1 1 u�� - 1 t%� ToA of Column I I 1 I" it - - -_'_-_-r' Top of Column .0 1 I � l -=I-- _ 11 it I I 3.2 I 1 ---- ��._ - - i A3.2 I Id - _i - _�-_ -_;I -- -: 11�� SCREEN I 1 5 I I I I ! v� C �1__'_ A3.1 1 1 _ 1 ." - � --- � - PORCH I I I POWDER ROOM I I LIVING I G �' ROOM DINING ROOM M I _ �_- _ -_ __ W-===--L___; I I I - = BEYOND . t 1 L l { - - -- - -I _--\ ;c= DINING R00 i 1 I I I a`, - I� _ - _ - - 4 1 OUTDOOR I I I �I Q '"�' 1 �-` -- - -- I I SHowE� I I I I � -- I, _ - 1 Q M Slo e 1/ -1------ I ---- --- J, — _ — 2z=s �g i—_ o z2 s slope 1% �. _� orr MM --I-- I W Above Sea Level . Top of 1st Subfloor I ( I Above Sea Level Top of 1st Subfloor 1 _ _4 1/4" 1'4 1/4° • 0 1 >' { Top1 of Concrete tl I L - - I J _�, - n \ < `:/.; ,, ;. `_ -�- N D` Top of Concrete ^ cc3 T ,\ T V O" \ .r r: Y ,i` j. I ; IA ,�' ' l T /. ,rF"r 1 �": t • r\ \\ \> _� �l v Y b , \ \;` 3 Ti '; 1' I ;: ;;. �v ' ;\: /. i. r' p I C' i 1 Y r -1 X ..,\Y \' iT e _v. \\ >'� 'T 7 1' I I �" i EMENT I FULL HEIGHT BAS I r' ` ; Y �, i' 1 I I I, v`. \' \' \y/ \r.F %: `Y /: j 4 ,I :; :I'� :I FULL HEIGHT BASEMENT '.1 \k "; ;\ ti I 1 :> \ '\' i \'' ✓< l r%-, TT ti 1"'i r� — D• \. 8 /4 83 y R D \ {. tl. D D•. r%\ ,I.' m ri To "of`Base e t Iab" ;' S P To "of Basem ri 'I e 5 ab i� t !. P 'r" .. �r \• \' l`. > o i' r" ✓, Yr,' l /" T \, h i , /4, r? 1 I�r r\y�. D' ¢ %. p: I/v" � •10-2 /4 t\ I' 1 _ /1 S/ - ,� =t0 2 /4 -��_ <=: 1 `fFt `r - - - '`�. - - - \' >✓ / ; ,� �I :`". r' y:; l _. >: /` r X. r.- B atom f F in is o 0 oot '"- r.' `,, 9 ,r; J' i' Bottom f F �. 0 00 f' 1 1" ? n9 \ i' v y; ; ; /:` l" �' r / �v J'" r" r:' • !; /`<' is l_ J k , 3 Buildin Section 4 Buildin Section �'4 SCALE: 1/4" = 1'-0" A2'4 SCALE: 1/4" = V-0" r _— --_-- 7 U 27'-10" Top of Ridge 12 �P.mq 0 10ct % •�rA Il 24'-10 5/8 U � '� Cn 17-- l ", 12 Top of Ridge to [I :E_ 10 I! _ ':] � � N , 44 1 � 1412 _' i Ld r V] 6 i- ii Q� r+ %" ATTIC ' �' � i ., / — — — — �_- I Q) r — — — — _� I 18'-6 3/4" jk 18'-0 3/411 _ � � i ___ �1 a) Plate Height I I — I'I 1 _ —_ --_ T_ Bottom of Ceiling O I-----I 16'-10 3/4"11-W -- — l �I I - — II rA ---11 -IILD �r',Plate Height �L J�_J�— l� 11 �"' -1 r� U STAIRS Fr_ --1 N -"IL--- --- UPSTAIRS MASTER T-111L --I UP TAIR U U S UDY l PASSAGE � CLOSET ;� — p MASTER MASTER '�"'� rA -- " zo 1 -------- BATHROOM A_____.r 0 BEDROOM ;_0 12 I I l I_ :� A3.2 -_ ___=- r- — — — — -i j - I I I— — — _ z U 3 I_ I _- I =__ _----_- P =< :>E4 10'6 3/4" _� — — — I ( 10'6 3%4 4 -_ 10 6 3/4 Top of 2nd Subflo r I I I Top of 2nd Sub loor 9'-4" 1 _ I 9'-4" L- :-------- Top of 2nd Subfloor I I I Top of Plate N I I jk 8-10 I N Top of Plate I ® 1 8'-6" �" Top of Plate I I i - I I I I I - f I Bottom of Beam - - - - - - T of BayPlate llr-- I I 1: I r I I iiT � I I i I , i A3.2 � 1 I � f�I I -, -I -- -] r-JL 1__ 2 I I li, -- - i I 11 II -, I' 11�I MASTER I I __ 1 �i _ _ A3.3 I MASTER MAST R BEDROOM - L� I I I A3.3 u BATHROOM CLOSET { LIBRARY °' -_I, -, °' � I I i I 1 1 � 1I] l I 1 I m 11 _l, ! I I ' I I (� ..___-_`___ -_-_=__ --- I]j I I - --__ i' -----" ' o I I ,\ "I 0" 22'8" _­1______ - n h ---- -- MI 22'8" 22'-s" io Slope 10/8 -_- 0,1 1 4 1/4 floor Above Sea Level A ove Sea Level I -.-.- I Top of 1st Subfloor �r� Top of 1st SubflooF I Above Sea Level � I I Top of 1st Subi1/4" -1'-4 1/4" I •d . .. . . g�6in1 V 1 Too of Concre 1 n I m 1 I To of Concrete 1� �' /` Top of Concrete / / u \. ;, /' ;�: X' . < ' I I ;> ;. V. i�/ ✓., iI`` /* i i'f�. ;i 1f O ,w. \; ,: y;" y, D 1 • Y "I 'J. l\'/ \`.' 1 .•D. V l+ .D. ,t, /. 4`: .p. M FULL HEIGHT BASE ENT n ��v K ✓:, :\ D` t` 1`� I 1 I L\ i+ ti. t I i- \' T I n, l�. 1. 1�11, 1' Y� v h` i'. k, �. 'V` N I ,f I >r ^/\•, i/, ;/. .�f� I %' 1­1 Y' f1 FULL HEIGHT BA EN . 1. 1. '�:" SEM T n �L/ {>. ;) i; N I I ja Dr J V t/' i� %;` 11 \ D ;; l{ 11: — l I Y', :h r \\,' \•, 4 t N` J pl' I I ,1 N \' .� .D \', ��. 1 i. �.'r/ I /' i 1' p l, \, :. /' ;, ,r< �„I Y l/' Y:!, F'.- (':' \: D.: % C� 1� :# 11;,\ /1\ / \L/ I I j�/ /4 ;'' �+J 4 -8'-8 3 , =8 8 3/ �'" �� �', 3/4,�' -8'-8 D' J _ 'e—t-�lab' -T o e �a 11, 10 of Basem n S o P �To f semen lab •p. /. p o Basement t S l { \' Y \. 1. i p: �'-` I' �1 D. I I n %\' S i/i n ti D. %' ,' • ,j^ c, y . �1 -2 3I4:1 /d 0 J'.y o.0'- 3 - { 3/a N - Y/ - '. �- \ `; /` `;; 1• ti ...' 1, �f `. U i I ✓' T I �1 ,,. B tt m`of Foc n Bo 0 / 0 0 `�` 9 9 �,�:! �Bott m f Footing�l ,x 0 0 .I i- ti J tip' `i. 1. :' Q� /'' T / \, \\ ' f `r.` {: T _ / \^f ✓' 'lYY '\� �`' /, T _ _I \, l ! /\' \`` i. ,,L,`,` . . l' /, \ �- r/ ,r l` \ J, \ /T \, ';i y',' ^\f r `i. h\ \, /, T. Y��` )t v k- T f; \, ti `' J \.: l' I r' j %\ j J` r_1 Buildin I Section 2 Buildin Section A2.5 SCALE: 1/4" = 1'-0" A2'S SCALE: 1/4" = 1'-0" 12 12 24'-10 5/8" 12 12 24'-10 5/8" 10 10 Top of Ridge 10 10 Top of Ridge 12 12 12 12 srRED ARC 6 6 6 6 ��GpANIE�S'�0 ATTIC � ATTIC A 19'-11 .0 3/4" — — — -I 19'-0 3/4" -- — — — * Ill, Bottom of Ceiling I 1 18'-0 3/4" Bottom of Ceiling I I 18'-0 3/4" Top of Plate S 0 1 Top of Plate11-F ( 16 TFOF NE�1`I�� I UPSTAIRS ��_ I� 1I IIIj A3.3 UPSTAIRS I I, - i, I MASTER MASTER 1 �' , jl p I U / I '\`-' I CLOSET ZD BATHROOM \ I rA I I H o _ =__ �; UPSTAIRS MASTER BEDROOM I I i I -=" Ii1 ii 1 �41*1 4a12 � I I ( I 1 12 =4 I I I i � q r. _ _�_ 10'-6 3/4" 1 10'-6 3/4" Q) To of 2nd Subfloor — — —Top of 2nd Subfloor � d 9'4n I 91_4n r.+ g'-611 Top of Plate Top of Plate I I 1 8'-10" Z_ 1----- - -- -- 11 I I N I I Top of Plate Bottom of Beam ( I�nw"' I � I I � Q, *1= L- — — --- -- - ------ 1--- 1 V] �,, I I I I I _ 1 \ 14 I — MASTER LOSET ��JI � _�'-{ I O it :E11!__ l��r I II 1 1 A3.3 !I , -1l JL I 1 5 13 II � I I 1,/� q OFFICE �� I I 15 = A3.3 I I MASTER BEDROOM 0) I I -- --� 0) i A3.3 I I $, I I I I ) l ° __ _] � �___ '__________________ _ _ � I O � I I I 1 - [ I I I � 5 I I 22'8" I 1 o-'-4 22's" I I 0" �..� -d 0'-6" 1 ---- ICd Above Sea Level Tc p of 1 st Subfloor T Above Sea Level I Tod of 1 st Subfloor = Un Top of Porch Floor I -1'-4 1/4" -1'-4114" I I N I N f/�l , U \` /. /: f+ \, W a CRA LSPACE ti r 03 /' ."�' �'�r, '// 1.1 C / ✓' I ,. ,Y /? ( J)' 1 • !`� 1, FULL HEI�'� G T BASEMENT 3 f. I �� /A 1 �l tiJ. /.' ,\' `I 1' /, e T. /.' f' s /. D. �y, /' i. / L I N'�` FU L HE GHT BASEME T `s 'v'. I `1 I: r r T , f, l` D :p. .D. r �,F ;\Yti; <, i'` x' I I .%` >' \.' `' J '✓ `!`` ✓.' V J `l. n Y \` l 1 /" l \; f` _ I I t\ D y;, `:�' \ \" .\•:• \v 4 V +f` 1, t\ t� I \v ✓, I 1 +; 4 ti T. -8-8�3! 4 y��'F .a. ;. /. c' D {� Y, \ Y i': ? i• T i Y" T f B m ri lab o ase e t$ 'fo a m b of B se ent la �• \ \ P S ;`, %.` .•P '\; l: T n D is D J`. .' ,;' �') i) %' n -10`-2 3%4 / %•=10- 34 I 2 ``. " \ \ \ �! \` .\ "I I i ' /, J+ /' 11� m f in otto Foot B r' ottom"of tin �1' 1 Foo \'^y" r\: 1, ')` mil' i`\ Tn�f' .'/ �.' S" T I • v" I. ;y; ' ' j .`y> /' /..'"' ' ' J /.'. `\' 11. V `C/ t, \,'. ''\' l'.' %, Y,`. 'T' y' _�_ v IN _N� Building Section 4 Buildin Section 5 Buildin Section . A2'S SCALE: 1/4" = 1'-0" A2.5 SCALE: 1/4" = 1'-0" A2'S SCALE: 1/4" = 1'-0" Thin Slate Roof over underlayment and Self-Drain Mat Metal Flashing/Drip Edge 1 1/4"x 2 1/2"Cant Strip 2"x 8 Rafter/Rafter Tails,Match Profile of Existing Cn 1' CA LYI' 1 x 4 T&G V Joint down � A 12 r h! IrCedar Shingle Siding Tr''[I Ira E over Weather Resistant BarrierMa 4"' 1� .l 6 r71 fl\ t r',f:/IttY''rYl,�, ' Thin Slate Roof over underlayment • Y l f,n "r 1 or Per Manf Specification 'r'cSzf,7r�-�1z)7'g:,Ix�5T rz r'z r i over 1/2"Plywood Sheathing 's,' ;�xrt�, 1 u r and Self-Drain Mat I liLl ,Jr � IY TT 7 'TJf,1! Y T�f�I '(7 1 � r i:r etal Flashing j•11 0 r[Y't)T I fJy1+.1.T LX I.11)A! I ,'1!1"Cr T'I �/� f�Irrrr'7 ter JJr r )7!; V/ ,iif,r ' I.A A,I Ii! Ii I ` 1 11 rrLA U 11--.�Lf 1. 1[1 r 1 �i'-_____________________________—\ A7.(�!I LI�.I�L i)}.I 71 1, 18-0 3/4 ,% f' 5/4 x 4"Head Casing,Slope Top p z,'rlr`ryztJ ate f,7'lrlr 1 12 TO of Plate l' .f .'If t, / and Flash 1/2"Gyp Board �`47[r :';'; 1 4 T&G V Joint down {h i, r;I�,ulr..l U I 1,-4 14" I 4 A t I Y`A7'r'I Y't 10 I r� I Lrrr[,�[ rtl ��, Thin Slate Roof over underlayment r` and Self-Drain Mat I ,r 1 r Y`r,,, Rafter Tail Pr file to Match Existing 4r� 1 4 ,,. I ;f 'rY r,I1*�1 1 x 4 T&G V Joint down ` rr I iI.I 'rIJTTJ I r!''flflyl ,T. fZ�yA ,-r'Y.CIfrrYrJ it lr lrl�'A Yl�,r'Tli Cedar Shin le Siding I ,LJI`lrrr)rriLL ; Metal Flashing I over Self-D aining Rainscreen Mat I J(`Y I I , x'�L 7, , 115'-6 3/4" over Weat er Resistant Barrier I or Per Man Specification I Top of Plate ?, over 1/2"P ywood Sheathing "1/2 Gyp Board I r , i ------------------ - Marvin Ultimate Double Hung Rafter Tail Profle to Match Existing > Cedar Shingle Siding M over Self-Dr ining Rainscreen Mat I I K` z? I /-----------------------------\ ',rr, over Weather Resistant Barrier Historic Wood Sill 'T I Y, or Per Manf Specification ___ i I I `\ h; over 1/2"PI ood Sheathing T T- .\ - ------ _-- I I I - - -- Hardwood Floor y J , 1 16„ r ,rl Hardwood Floor I I I I I = I \ Flashing,extend 12"up wall ;r]r i Standing Seam Metal Roof over I _ I f Membrane Roof I I I • r� N All I I proper underlayment per s ec I - , ! ! iV Membrane Roofing im 00 3/4"Subfloor .rra, brave oof over 3/4"plywood sheathing I 3/4"Subfloor Over Slo d Rigid Insulation i Ov r Sloped Rigid Insulation 10'-63/4" I — . — ' — — — — ' — — Metal Flashing_ — — — — — — — ' — — — ' — ' — — — — — 10'-63/4" I M MealFlashing- - - - - - - . - . - . - ' - ' - -Erl - - ' N �'S I --e� Top of Subfloor I I o Second Floor T AD I — end Floor I I Slope 1 /o r� `— 1 — — — '— — — '— — — — . — /` �1� � � / , /—} 'z'I'r'I' ;'r'J'1'I,'r'r'r': ,,'J'I,,A r',:,L r I-i, �:,I•�!� , ..A, ,l i l,: — — — — — — — 3.3 I — — ' ! — '— — / / — '— ' - — .— . — .— V 1\—� 1'rlr'I',r`I[7,`I;ili,'i,llrr: ly?,,,II•>,JrliA,l..l, IL.,'J, —i — 3.3 — � - 1 1 N ,/ 1 I Flashing .� I N I ` \ Flashing I a i i N I 10 \ `� �� V `� I co 2 x 8 I \ a I 2 x 8 — I 1 — I I E--Joist Hanger i- 9-4n i 91 Joist Hanger � i � I I CO i r� � — /4"SofffitPal`nfed— .— . — . — . — .— . — . — . — — — ' — — ' — — — — -r — — — ct N ;� 10 Top of PI to 5/4 Fascia,Painted a co 71 z 1 7 1/2"Gyp Board i � I 1/2"Gyp Board 1 x 4 T&G Top of Post Top of Column i 1 Ix 4 T&G `' 'ro 1 x 4 T&G V Joint down I <s 17 I —Top of Column V Joint down I i I \,Joint down Y ,r 1 x 4 T G V Joint down 1 x 4 T& I I I V Joint down Trim Assembly,See Details —6"Flush Joint,T&G Trim Assembly,See Det13iIS I Blockingas Re 'd Y. I 5 Trim Assembly,See Details q I 10" I I 10' I Blo king as Req'd x Blocking as R6q'd I 10" I _y. rJ r7. \ I I I I ------ -�-----! ---------- I Reuse of Reha bed Antique i i = ``7 Cedar Shin le Siding I I I Door I I c.r over Self-Draining Rainscreen Mat i i ERE D AR r over Weather Resistant Barrier i i G�S� aANIE,SyiTt� I I I ! or Per Manf Specification F� O t over 1/2"PI),wood Sheathing ,+ I I I I I 5► ! ! I I = 1 Q- -~ �OF NE- (SIN 1 I I 1 _ ! ! I I I I I I t • I I I I I I � Door Sill i s Wood Sill and Apron i i 'T' Hardwood FloorHardwood Floor ''- I +22'-8"ASL i i fi,. +22'-8"ASL i i U I I hadsworth Column Chadsworth Column I I 4 I I hadsworth Column Floor _ r First Floor I 1 3/4"T& Wood Dec�cii I I 3/4"T& Wood Decking I I QI I I Wood Tread w/Thickened Wood Tread w/Thickened I I -.._ . . -___.___-__-_ -_ � I I Wood Tread w/Thickened Nosing Nosing I I Nosing I , I , n n n i " i n I , I j.l�l' 1 O 3/4"T&G Wood Decking 1 1 -1 1-1 3/4 Subfloor 1 -1 1 -1 1 I 3/4"T&G Wood Decking 3/4"Subfloor `^} 1 3/4"T&G Wood Decking I 1' i 1'-1" 1'-1" .� N r 0 n Slope 2% First Floor OIL- Slope 2% � First Floor Top of Porch �� Top of Porch= rtI 1' �� — — ' r- -0'-4" �j 6 Top 0f Porch ?� Flashing ` ` Flash in C° Flashin ` / Flashing N = v / ` ` / 9 9 \/ \ \ n9 Flashing Joist Hanger— ` Joist Hanger n Joist Han er / Joist Hanger g 3-2 = 3 2 g V Y Y Joist Hanger � -1'-2 3/4"1�7 -1'-4 1/4" -1'-2 3/4" � 3 2 Top of Pier Top of Pier — Top of Pier N Ledger Block op of Concrete Ledger Block op of Concrete _ D . "D 10" 1'-4"• 3 10'� 1 -4„ 114 10" 8" D D TREMCO(or Equal) TREMCO(or Equal) Foundation Insulation/Water-proofing Foundation Insulation/Water-proofing system:Tuff n Dri Waterproofing D system:Tuff n Dri Waterproofing p membrane/Warm n Dri Insulation Board p membrane/Warm n Dri Insulation Board r e er 2 3/8"thk @ R 10 re P' - 2 3/8"thk @ R 10 r e D p p p D p • rws--5,*,� Wall Section rWS4 Wall Section rWS3 Wall Section rWS2 Wall Section WS1 Wall Section A3.1 SCALE: 3/4" = 1'-0" A3.1 SCALE: 3/4" = 1'-0" A3.1 SCALE: 3/4" = 1'-0" A3.1 SCALE: 3/4" = 1'-0" A3.1 SCALE:3/4" = 1'-0" Thin Slate Roof over underlayment and Self-Drain Mat Metal Flashing/Drip Edge 1 1/4"x 2 1/2"Cant Strip 2"x 8 Rafter/Rafter Tails,Match •� cz Profile of Existing 11/4' 103/4, F� 1' : r >✓1 1 x 4 T&G V Joint down r �V Thin Slate Roof over underlayment Board and Batten Siding,Painted y 12 and Self-Drain Mat ,, overwind membrane,over 1/2" , r' xr`I plywood Metal Flashing/Drip Ede 6 P g 5j, f , c 1 Thin Slate Roof over underlayment �L[L � �� ,'7,r y I,L,'r4 :'I`�''r ri'J A 5/4 x 4"Head Casing,Slope Top and Self-Drain Mat :x4= � `.' �?r',x44�' ;I • 5/4 x 4 Fascia Painted 'lf Y ,z IAI7 f,'IA[1 ,'��,`-�1`;"T`I,>'I' T, I � � ,:,. and Flash ] r ,JTI: DTI f.17I It:IAJ 1'{ r 1''C'f l-_ifi1 L l ([il iI ir{Yz7L ' _I IjLrT1L11[ Y I "r :L T 7 ,?'.,� I z [ [YrrxLr rJ i rI Ili Tl". [ ( 1 Ir'; L ' .: .` N 9 � �` ' ,4 �` Metal Flashing 4 x., L.r, , c Painted Soffit �I lr ,: :I Irz 1/2'�Yxl rr rT iTCL'z�-,�r zI YYr I`[1' rI-(1.t`iTfT I1'' r A Y 'f`rLl rzrzt[r.0 x, �J11L1I [ 1( [Lil iTXC LL if f'11:T' 5/4 x 4 Frieze,Painted 18'-0 3/4" Top of Plate I U 1/2"Gyp Board Marvin Ultimate Double Hung 1 x 4 T&G V Joint d n II - I U 1/2"Gyp Board } 1' va' I P Rafter Tail Profile to atch Existing I T I Cedar Sh ngle Siding 15'-6 3/4" over Self-Draining Rai screen Mat ',J. > Historic Wood Sill Top of Plate over Weather Resi tant Barrier over 1/2or "Plywoo arif Specification J,; 1 I 114 r - LI .r If I' I 'r:' �_- 1 r T I Rafter Tail Profle to Match Existing �, _ En � ~-- r f' - Cedar Shingle Siding istoric od Sill I c over Self-Draining Rainscreen Mat = - over Weather Resistant Barrier _ or Per Manf Specification over 1/2"Plywood Sheathing r Cedar Shingle Siding t' over Self-Dr fining Rainscreen Mat r; over Weather Resistant Barrier � ?;" or Per Manf Specification -= over 1/2"Plywood Sheathing Hardwood Floor "If �;' =y Hardwood Floor 4"Casing If proper underlayment per spec Standing Seam Metal Roof over — Y . j Standing runderlayment per Seem Metal Roof r over 3/4"plywood sheathing 3/4"Subfloor ;5 a0 �� r_ [, over 3/4"plywood sheathing -_ 3/4"Subfloc� ^ _- v o, 10A. '6 3/4" 10'6 3/4" lip Metal Flashing/Drip Edge Second Floor Metal Flashing/Drip Edge Second Floor Gutter v' " �� /� - - _ ti ` T / / �` \ / Gutter , - /, v1 — — — — — — . — . — — — — — — — — — — — — — ` ` /. / 11 _A!__jA\ / I_ `. 5/4 x Fascia,Painted -- / \ Y 1 5/4 x Fascia,Painted \ / / \ \ ,% / 1 1 , Q) I Top of Plate — — — — — — — — Top of of Plate — — — — Top of Plate 1 x Soffit,Painted <' <' 1/2"Gyp Board _: Standing Seam Metal Roof over 1 x Soffit,Painted i[' - 1/2"Gyp Board roper underlayment per spec A)I Kr. 1/2"Gyp Board over 3/4"plywood sheathing Cedar Shingle Siding .�;� -j- 1/2"Gyp Board I over Self-Draining Rainscreen Mat 1 x 8 T&G Flush Boards ~` <' "' (f rI! over Weather Resistant Barrier :- 1/2"Gyp Board over Weather Resistant Barrier }T' Yt:j '[',. or Per Marl Specification over 1/2"Plywood Sheathing �,' ' :' .I xr r,1I',r `ILrr over 1/2"Plywood Sheathing II I r,;T,tj lrr�r r I;zr I I`I 4"Casing NCI '[`:' 1 1/2"x 4"Casing r x r,7 (7L� ' '-. 111z4-,;Y'Ir Irt 7i:Ji.rx Iz I 1 x 8 T&G Flush Boards over Weather Resistant Barrier over 1/2"Plywood Sheathing 4 Casing I Marvin Ultimate Double Hung " g P ED ARC �Q VP NI I I !III I i �4 � Marvin Ultimate Double HunMarvinf• ' 9 I I ima Dou le U t to b I , , I >k 71r I I i I I I I 0 1 �� s I OF NE`1`I�O ICI U Il II I Historic Wood Sill III Historic Wood Sill O III Historic Wood Sill j 4 - �_ - Cedar Shingle Siding r, T 9 9 1 x 8 T&G Flush Boards I,x.i �� _-___- �;-_____ 1 x 8 T&G Flush Boards _____ over Self-DrainingRainscreen Mat over Weather Resistant Barrier yr over Weather Resistant Barrier 5' over 1/2"Plywood Sheathing < 4' over Weather Resistant Barrier r.r v Yw 9 over 1/2"Plywood Sheathing _._ ? or Per Marl Specification 0 L '' Hardwood Floor over 1/2"Plywood Sheathing -,'_.` 4`z '4'- ^l I�. `'may i[I <= V/ � Hardwood Floor j r,-T ,e IZI� � Historic Wood Sill G.J_' Hardwood Floor ardwood Floor <. hr 3/4"Subfloor 3/4"Subfloor ____ -- I' 3/4"Subfloor 3' 1 - 3/4' Subfloor P_�_ I I�z 17, 1 1 1 11 1 1 11, , , ,,z / , z ,�/ ,1,;�, , ,, +22'8"ASL 0" 0" +22'-8"ASL First Floor'41 First Floor First Floor First Floor � ; — it \ \ \ \ \ �\ l V ao gyp /Historic Sill and Apron , / Historic Sill and Apron Historic Sill and Apron V /\ 1 Historic Sill and Apron N y I ^ (V N , l V �l l \ e \ O -1'4 1/4" -1'-4 1/411 D Top of C ncrete Top of Concrete 1 1 TV ' TREMCO(or Equal) \ Foundation Insulation/Water-proofing TREMCO(or Equal) system:Tuff n DO Waterproofing D Foundation Insulation/Water-proofing membrane/Warm n DO Insulation Board TREMCO(or Equal) system:Tuff n DO Waterproofing 2 3/8"thk @ R 10 Foundation Insulation/Water-proofing membrane/Warm n DO Insulation Board system:Tuff n DO Waterproofing TREMCO(or Equal) 2 3/8"thk @ R 10 D membrane/Warm n DO Insulation Board D Foundation Insulation/Water-proofing 2 3/8"thk @ R 10 system:Tuff n DO Waterproofing membrane/Warm n DO Insulation Board D 23/8"thk @R10 • D •D ` V. rWS­10 Wall Section i WS9 Wall Section WS8 Wall Section WS7 Wall Section (�WS6 Wall Section A3.2 SCALE: 3/4" = 1'-0" A3.2 SCALE: 3/4" = 1'-0" A3.2 SCALE: 3/4" = 1'-0" A3.2 SCALE: 3/4" = 1'-0" A3.2 „ U U ^ 12 T5 L Thin Slate Roof over underlayment >t rk;T t [r'*fi'trr`x t r and Self-Drain Mat J x7�l t: r� t;;i 7f]YYTit �_' t ll[731x?lxl hl i ,l ll t Y'' I1 t/, .T I'trt'tt't`i •i��.LIi(�,t I,%�ii7Yy�7n Lr(T J t 1 T 7 fti T T=1 i C T1 1 7�J 4 T T r ' Y Thin Slate Roof over underlayment r`l�y-Txt�^�t�. 1 74 t1 �,,TA`r Metal Flashing �+ T � trxt and Self-Drain Mate i�;. S Ti 11177 �T1i 1(zTT'f lTi7 tt g YXT_llc i f,i zYt�,�UT:ii� . � " rTtt'i r. 18'-0 3/4" Metal Flashing ,. 7�,-: /-Jk Top of Plate 7Ic. '75z rf - 1/2"Gyp Board • 1 x 4 T&G V Joint down 1 1'-4 /4" ►y j I Rafter Tail Profile to Match Existing O 1 x 4 T&G V Joint down II s N Rafter Tail Profile to Match Existing I U V I Marvin Ultimate Fixed Window �I I I I' I Marvin Ultimate Double Hung Historic Sill 1 I Standing Seam Metal Roof over I proper underlayment per spec over 3/4"plywood sheathing c ih I i i Hardwood FI or Hardwood Floor . Y Standing Seam Metal Roof over 6 proper underlayment per spec -- — — Standing Seam Metal Roof over Standing Seam Metal Roof over �, - over 3/4"plywood sheathing �, - _! proper underlayment per spec proper underlayment per specZo 3/ "Subfl or 3/4"Subfioc::::�], a; over 3/4"plywood sheathing over 3/4"plywood sheathing N Membrane Roofing Over Sloped Rigid Insulatio — — — — Metal F-las ' /Dr+p.Edge— .— . — — ----- .. .. 10'6 3/4" — Metal FAashhV/Drip Ed9 — — _— — — - . — .— .— . — .—Metal-Flashing-t Dr1p-Edge — . — . - - - 9 — — — — — 1' y Y Second Floor I f Metal Flashing v1 `^I �� \ �, 1�.— -� 2Rae��,-- I -II`o utter / 1 Gutter 10n 2 2'�C 1UCeiling 2 A V 1011 • — — — in �, 1. �. �. > i� i i Top of Plate — — � Top of Plate — — — — — — — — — — — — — — — — — — — — — — — — —i 1/2"Gyp Board a " � 5/4 x 6 1/2"Fascia, 8" Tr. Cedar Shingle Siding rn °' °' Painted -- r `- over Self-Draining Rainscreen Mat __ 41 r 1/2 Gyp Board Q)� T 1/2"Gyp Board �T over Weather Resistant Barrier y s �n -, fPainted x 6 1/2"Fascia, -r 1 x Soffit,Paintedor Per Manf Specification=> over 1/2"Plywood SheathingTrim Assembl See Details --' - T' 4�tf x Soffit,Painted Y -- -- Trim Assembly,See Details l� � \{/ ""Casing 4"Casing 10" I I I I rW16 Wall Section I I A3.3 SCALE: 3/4" = 1'-0" 1 I I I I •I I Marvin Ultimate Double Hung i Marvin Ultimate Double Hung q Marvin Ultimate Double Hung P I I I I :D ARC QANIE� I Historic Wood Sill I Historic Wood Sill I I s 0 1 �� j OF N Cedar Shingle Siding Cedar Shingle Siding h over Self-Draining Rainscreen Mat I over Self-Draining Rainscreen Mat over Weather Resistant Barrier over Weather Resistant Barrier -`f or Per Manf Specification 1 or Per Manf Specification `� ~i O over 1/2"Plywood Sheathing - yw g over 1/2"Plywood Sheathing T f - .'T Hardwood Floor i _vx _ Hardwood Floor :':7 = C Cedar Shingle Siding l ;�r . -- over Self-Draining Rainscreen Mat Hardwood Floor over Weather Resistant Barrier or Per Manf Specification over 112"Plywood Sheathing fi • 3/4"Subfloor �"�,,; 3/4"Subfloor y'^' g 3, ';�,� ' 3/4"Subfloor 2" �,,.� � +22'-8"ASL 0" +22'-8"ASL� 0" +22'-8"ASL - - - -- 1 � First Floor First Floor l � i" N First Floor First Floor � ---_--�� First Floor ib 1 ` / V. Historic Sill and Apron ! / ` Historic Sill and Apron Historic Sill and Apron \L1 / \ V\ V A / Top of Concrete Top of Concrete D' M \ It TREMCO(or Equal) D i D ' Foundation Insulation/Water-proofing C/1 system:Tuff n Dri Waterproofing p membrane/Warm n Dri Insulation Board \ D TREMCO(or Equal) 2 3/8"thk @ R 10 TREMCO(or Equal) \ ^ •• Foundation Insulation/Water-proofing Concrete Pier Foundation Insulation/Water-proofing system:Tuff n Dri Waterproofing system:Tuff n Dri Waterproofing membrane/Warm n Dri Insulation Board D membrane/Warm n Dri Insulation Board { r %� `, • 2 3/8"thk @ R 10 2 3/8"thk @ R 10 0 of in D rws_1,5,� Wall Section rWS14 Wall Section rWS1'3 Wall Section WS12 Wall Section rWS11 Wall Section A3.3 SCALE: 3/4" = V-0" A3.3 SCALE: 3/4" = 1'-0" A3.3 SCALE: 3/4" = V-0" A3.3 SCALE: 3/4" = 1'-0" A3.3 SCALE: 3/4" = V-0" U i N o r O \ U c� / .. / / �.. // it �I //• Q:..'// �—————————— ————————————————————— — —— ———` ------------ p I L----------jct 1 I `\\• ••?�.: °\\�/ ..b� // � ��\ ter"' �2"" 'Y'� I � r---� �� �— • I L-----------------------------, Q� N / :�..P'// //' �/ �\ // I I I I I I r�� I , -- �,� .. ..P..•.'.,: . ,.:� .'.,p.. .. •.• ...R ...•,..'.,. :p...•,p. '.,. . . .,, ?.,:�.•. .: :.�: D'..: I Q) / I / I I / •----- o I _----- I ': I P / ." •• / // . ,•. ------�\ : •.: . . . P ...D :..',•:? .•//---i L__J Lam.—J % �"" '� I :•;D I \--————————/ I r I I O O DER RC �QpANlEisy/l� F O --------L ---------------------------------------------------- I ... 4 ..... :V.: P .7•: .. . D.. °.,. :.:D. . .. ,D. •q: •' •D" •q: .'..ls .• '.':.: •:R' A. ..:D.• ..... .D• •,: '.p:, •• / '�~y II —————————————————————————————————————————————————————————————————————J cn V 64 L----------� O M O � 64 C3 L----------J O ------ --------- I I L------ L------II I I i L------I I • rl—"� Basement Electrical Plan E1.1 SCALE: 1/4" = V-0" Q� U N ^ 4� a� O � N � U � �i \ F� To(4)Yard Floodlights ct / WP / I \ `\\ gfi ------ ----- \y U E09 ---- \ I 69 ---------- -- I 1\ \ \ 1 I 9 g -------------------------- If / \ / I — --- i i \ — —1---------- / ---- --- -------------------- l /\ I \ AK----------L S 0 i �OF NO I 1 � I \ i 1 / \\ 1 O //-------- ` U - VVP - _--77---- / - - --r- - ---- -----t — 7 — -- ------ ---- — cd --- ---- -- - -- ---------------------------------------------------------------------- ----------- ------ — --------- -------- — --- - I N 1 First Floor Electrical Plan E1.2 SCALE: 1/4" = V-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ,g�N\BBREVATIONS GENE RIALROUGH GARPENTRY N obv. Above lb. Pound All details shall be considered typical and shall apply at all same and similar conditions. Framing lumber shall be Douglas Fir or Spruce Pine Fir, #2 or better, except that wood framing in contact with concrete N DeStefano AFF Above finish floor LF Lineal foot or masonry, and exterior deck framing, shall be Southern Yellow Pine #2 or better MCA preservative treated in alum. Aluminum LL Live load The Contractor shall be responsible for all temporary shoring and bracing required to maintain the structural stability of accordance with AWPA Standard Ul.anch. Anchor I LH Long leg horizontal the building during construction. Chamberlain arch. Architect LLV Long leg vertical All framing lumber and plywood shall be clearly marked with a grade stamp. Plywood shall be APA rated sheathing. . BC Bottom chord LP Low point All work shall be in accordance with the 2020 Building Code of New York State, which includes the 2018 International bldg. Building LW Light weight Building Code. Typical wall header over window and door openings, where not noted in plan, shall be (2)1 3/4"xg 1/2" LVL's. . bm. Beam max. Maximum BDE Base design elevation min. Minimum The Contractor shall be solely responsible for construction site safety as well as the means and methods of Laminated Veneer Lumber (LVL) shall be Microllam as manufactured by Weyerhaeuser. Structural and Architectural Engineering 0 Q BFE Base flood elevation MO Masonry opening construction. ' •% M I"I 50 Thorpe Street,Fairfield,CT 06824-5725 F BOF Bottom of footing mtl. Metal I joists shall be TJI Pro series manufactured by Weyerhaeuser. 203 254-7132 www.dcstructural.com ❑ BOS Bottom of steel NIG Not in contract All elevations are referenced to first foor finish elevation equaling 0'-0". 'i• bott. Bottom NTS Not to scale Laminated Strand Lumber (LSL) shall be Timberstrand manufactured by Weyerhaeuser. brg. Bearing NS Near side bsmt. Basement O.C. On center FO U N DATI O N Parallel Strand Lumber (PSL) shall be Parallam manufactured by Weyerhaeuser. Ownership and conditions of use: BS Both sides OD Outside diameter Drawings and Specifications, as Instruments of BUR Built up roof opng. Opening Provide blocking, web stiffeners, rim boards, squash blocks, and bridging in accordance with Trus Joist standard details, professional service are and shall remain the property of Design assumption: soil bearing capacity is 2 tons per square foot. DeStefano $ Chamberlain. Documents are not to be cant. Cantilever RAF Powder actuated fastener and as shown on the drawings. used, In whole or In part, for other projects or purposes GJ Control joint PE Professional engineer or by any other parties than those authorized by � clg.jst. Ceiling joist PSF Pounds per square foot Footings shall bear on undisturbed virgin soil, free of frost, mud, and ice, or controlled fit or on bedrock. Notching in the top and bottom of rafters and beams shall not be permitted. Holes shall not be within 2" of the top or L contract without the specific written authorization of dr. Clear PSI Pounds per square inch bottom of the member, shall not exceed 1/3 the depth, and shall be located within the middle 1/3 of the span. I joists shall DeStefano $Chamberlain. CMU Concrete masonry unit PT Pressure treated Inspections shall be made prior to tamping the soil or setting footing forms. The Inspector shall verify that soil is suitable not be notched, and all holes shall conform to manufacturer's chart. Copyright 2023 DeStefano 6,� Chamberlain, Inc. col. Column pert. Perforated for the support of foundations and is consistent with the soil identified in the Soil Boring Logs. cone. Concrete PLF Pounds per lineal foot Provide joist hangers at all flush framing conditions. const.jt. Construction joint plwd. Plywood Footing sub-grade shall be compacted using a vibratory tamper or a jumping soil rammer after the soil has been cant. Continuous RD Roof drain inspected and approved. Provide Simpson seismic and hurricane tie at all bearing points of rafters, ridge beams, hips, valleys, and overhang rafter CY Cubic yard reinf. Reinforce framing, as indicated on the plans. Where no hurricane tie is specified, provide one H2.5 at each bearing point, applied to dia. Diameter regd. Required The Contractor shall be responsible for all dewatering, shoring, sheeting, or bracing required to maintain a safe, dry, and some side of studs as plywood wall sheathing. K diag. Diagonal rev. Revision stable excavation. K Dbl. Double rm. Room All light-gage Simpson connectors (such as joist hangers, beam hangers, post caps, post bases, hurricane clips, etc.) shall DL Dead load RO Rough opening No footings shall be placed in water. be Zmax coated where exposed to weather or in contact with pressure treated lumber. DO Ditto sched. Schedule dwg. Drawing sect. Section Soil adjacent to and below footings shall be kept from freezing at all time. Simpson Strong-Tie connectors are specified herein. Substitutions of other equivalent products will be considered on a EF Each face Sim. Similar case-by-case basis, provided equal load-carrying capacity is provided and there is no additional cost. FD Footing drain SIP Structural insulated panel Where suitable bearing soils is not encountered at indicated bottom of footing elevation carry excavations deeper as elev. Elevation SF Stepped footing directed by the Engineer. Thru-bolts, carriage bolts, and lag screws shall be hot-dipped galvanized type A5TM A307, including their associated engr. Engineer SS Stainless steel nuts and washers. eq. Equal 55std Standard Where foundation walls retain soil, do not backfill against foundation walls until first floor framing is in place. Where J foundation walls do not retain soil, backfll evenly both sides. J EW Each way stl. Steel Expansion bolts, heavy-duty screw anchors and epoxied bolts shall be stainless steel, including their associated nuts and EC Epoxy coated struct. Structural washers. ex. Existing TSB Top and bottom Provide a granular sub-base under all slabs on grade. Where slab is within a heated space, the sub-base shall be 6 exp. Expansion TBD To be determined inches of compacted bank run gravel with a maximum particle size of 2 inches. Where the slab is exposed to freezing Provide oversize washer at all sill plate anchor rods., Simpson BPS 5/8-3 bearing plate (3" x 3 Ga. x 3" plate w/ exp.jt. Expansion joint TC Top chord temperatures, the sub-base shall be 6 inches of 3/4 inch crushed stone. slotted hole) or equal.Anchor rods shall be 5/8"m galvanized A36 rod with 8" embedment 8,' 2" hook, spaced 32" o.c. ext. Exterior temp. Temperature unless noted. fdn. Foundation thru Through Install vapor barrier under all interior slabs on grade. fin. Finished T$-G Tongue and groove G.G. shall coordinate layout of framing members such as rafters,joists, and studs with locations of light fxtures, FF Finished floor TOG Top of concrete Install 2" thick extruded polystyrene rigid insulation at perimeter foundations and below interior slabs. recessed electrical devices, HVAC ducts, diffusers, ceiling treatments, paneling, millwork etc. with the responsible trade ' H FOS Face of stud TOM Top of masonry and the architect. H FS Far side TOM Top of steel The Contractor shall verify the location of all underground utility lines, sewers, and fuel storage tanks to avoid any ftg. Footing TOW Top of wall damage. Contractor shall contact "UDigNY" prior to any excavation. (811;. Provide full blocking at 32" o.c. below all partitions parallel with joist span, unless shown otherwise. FW False work typ. Typical go. Gage UD Under drain Backfill shall be compacted granular soil with not more than 10% passing the #200 sieve, and free of debris and organic At all exterior walls, and where plywood shear walls are indicated, minimum nailing required shall be 8d nails spaced 6" o.c. gale. Galvanized UON Unless otherwise noted material. If on-site soil does not meet this specification, the Contractor sf all bring in soil from off-site at his own expense. along all panel edges, and 12" o.c. in panel field, unless otherwise shown on the drawings. Provide (2) 2x4 blocking G.G. General contractor Vert. Vertical between studs to support all plywood panel joints perpendicular to studs. HOB Hohmann and Barnard, Inc. v.i.f. Verify in field Where footings are below the groundwater elevation, place 6 inches of crushed stone under footings. Crushed stone shall b hdr. Header wd. Wood e placed after the subsoil has been inspected, and approved. Provide blocking as required for attachment of architectural trim, including but not limited to eaves, roof sweeps, and all G hgr. Hanger WP Work point roof edge details. horiz. Horizontal WWF Welded wire fabric Exterior footings bearing on soil shall be at least 42" below finished grade. Minimum frost protection requirement can be G HP High point w/ With reduced to 1'-0' where bedrock exists, at the direction of the Engineer. Provide 2x blocking mid-height between studs in all partition walls 8'-0" or taller in height. HS High strength w/o Without ID Inside diameter J0 Diameter I Special Inspections shall be made of all structural framing at completion and at the end of mechanical rough ins prior to Revisions/Submission: jst. Joist GAST•—I N--PL.,�" GE CONCRETE installation of insulation. Under no condition shall fnishes be installed prior to final inspection. Concrete strength at 28 days: Date Description DESIGN LO,�D S 4,000 psi for structural slabs STIR U GT01L STE E L F 3,000 psi for walls, footings, and all other concrete F The structure and foundations have been designed to resist the following loads in accordance with Chapter DO NOT ALLOW RELEASE AGENT TO COME IN CONTACT WITH REINFORCING STEEL OR HARDENED Structural steel: 16 of the 2018 International Building Code as amended by the 2020 Building Code of New York State CONCRETE A57M A36 for other rolled shapes and A5GE Standard 7-10. Floor live load: Calcium chloride shall not be used. 5MAW welding electrodes:A5TM A233, E7Oxx series. 30 PSF Sleeping areas Air-entrain all concrete exposed to the weather, omit air-entrainment from interior slabs with trowel f nish. Shop primer: one coat of grey. rust inhibitive primer. 40 PSF All other areas Reinforcing steel: A5TM A615 grade 60. Steel work shall be in accordance with ASG "Specification for the Design, Fabrication, and Erection of Structural Steel E or Buildings." Snow load: E Concrete work shall be in accordance with AGI 301-16 and AGI 318-14. Seal Welders shall be certified in accordance with AWS standard qualification procedures. Exposure fa t snow lorad C,. =1.0 PSF Maximum slump: �Q'�ss. S )_1 4 inches for slabs CO �E. Thermal factor Ct=1.0 5 inches for all other concrete. r• Importance factor 1 = 1.0 n 0w Ld Flat roof snow load Pf= 0.7xGexGtxlxP9 = 21 PSF Interior floor slab shall receive a steel trowel finish. STRUCTURAL DRAWING LIST The roof structure was engineered for a minimum snow load of 30 PSF plus snow drift Sheet Number Sheet Name �'059!Z9 Grout and rub all exposed surfaces of foundation walls within 4-8 hours of pour. eat D loads, sliding snow, and increased snow load on unheated overhangs in accordance with D A5GE 7-16. Apply curing compound to slabs immediately following final trowelling. SOOT GENERAL NOTES 5100 FOUNDATION PLAN Wind design criteria: A testinglaboratory shall cast 4 test cylinders for each 50 yards for each da 's our. Slum air content, and ry Y Y y P P. 5101 FIRST FLOOR FRAMING PLAN ` , / temperature tests shall be performed when cylinders are cast. Test 1 cylnder at 7 days and 2 cylinders at 28 days. 5102 SECOND FLOOR FRAMING PLAN H UTGHESO E VV Basic wind speed - Vasd =101 MPH; Vat=130 MPH Hold 4th cylinder for 56 day break if needed. Exposure classification - D S103 ATTIC FRAMING PLAN RESIDENCE Risk Category II, enclosed building 5104 ROOF FRAMING PLAN Submit concrete mix design for approval 5300 SECTIONS AND DETAILS C Lateral load system: Special Inspections shall be made of reinforcing steel and concrete placerrent. 5301 SECTIONS AND DETAILS C Crescent Avenue Light-frame (wood)walls sheathed with wood structural panels rated for shear resistance S302 SECTIONS AND DETAILS Fishers Island, NY Gold weather concrete work shall conform to AGI 306.1. Protect concrete from physical damage or reduced strength 5303 SECTIONS AND DETAILS that could be caused by frost, freezing actions, or low temperatures. Use non-chloride accelerating admixture in all 5304 SECTIONS AND DETAILS concrete that will be placed in temperatures below 40' F for 24 hours folowing pour. S-900 ISOMETRICS Sheet Total: 12 G E N E II L. NOTES B B Project Number: Date: 23-2007 01/16/24 Scale: Drawing number: 3/4" = l'-O" Designed by. HFH A A Drawn by. HFH Checked by. KAF 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1/16/2024 3:04:05 PM 1 2 3 4 5 ro 7 8 9 10 11 12 13 14 15 N N DeStefano & 8• Chamberlain CO �ry Provide opening for bilco door per 4� "Foundation Wall Openings" detail �. on 5303. Coordinate location Structural and Architectural Engineering RIM Q with architectural drawings M i„i 50 Thorpe Street,Fairfield,CT 06824-5725 F `\l ,O 203 254-7131 www.dcstructural.com Q / O Stepped / footings // \ CIO ` \ �d Ownership and conditions of use: Drawings and Specifcatlons, as instruments of professional service are and shall remain the property of ODe5tefano � Chamberlain. Documents are not to be used, in whole or in part, for other projects or purposes L or by any other L `' / \ J / / \ ` contract without specific written a th r za by of 10 / � / ./ De5tefano $ chamberlain. Copyright 2023 De5tefano � Chamberlain, Inc. F2 20' - 5 7/8" 10 - 3 3/4' 18' - 2 1/2" l,` [-7' - 2"] A G' - 11 1/4" 0 - 1 1/4" 2' - 2"/ T.O. slab -4' - 0' �O" soo 'I 5301 1 7 K / IO" `�3 \ 4' slob-on-gradew/ 6x6-10/10 — — — — — — — — — — — — — — — — — — — — — — 1O - - - - - r r _ _ K WWFon vapor barrier and 2" rigid — - - — I - - - - - - - - - insulation over t" of bank run gravel - - - - - - - - - - - - - - - O - - - - - - - - �— T ( F2 F2x4 1 _ _ ry LL [-7'L 2i] pl [-7' - 2'] 1 J 4"o Icily r -1OL \ // / T.O. slab -8' - 8 3/4" F2 L � ' G) G' - 81/4" U c0 rY Stepped footings / 4"m loll 4"0 lolly 4"0 Icily 4"0 lally 4"0 tall i —FD— / C✓ / r r -- � r I r -'- � I i- - — — — — — — — — — — — — — — — - - i '�/ / - - - -I - - - - - - -{ - 1- - - - - I- } - - - - - - - - -I— - I- - I - - ry/ / F2 .�/ F2L J F2L J F2L F2L J I —\ - - - -� — — — — — — — — — — — p — — — — �0, / [-1 / 1„] PO, - 1'] [-l0' - 1'] [-l0' - 1] [-10' -11] ' 1 ( I I H �/ / 4" slab-on-grade w/ GxG-10/'10 ► c�1 I I I _ H WWF on vapor barrier and 2" rigid / , I 4"m loll 1 ry insulation over G" of bank run gravel / \ [ -10' - 2" ] 1-4"0 lolly I Drain to dry well, / / / / provide back flow / ` / / e w I F2 J —FD- F2 L J 4 I T I I preventer / / — — — — / I I [-10' - 1' [-10' -1, M I I I I ry —FD— I " I I — - 4"o tally 4"a Icily 4"a loll r '14 N, I -T - 21/4 5 - 0 2' - 51/21 - } - - - I - - - - - - -} - I- - - - - I u G Stepped �� \ 70 1 I F2 L J- J F L J F2 L J I footings / N\ /ry 1' - - G" 1�1 \ \ // /��� ^�' — —�J 5-11 3/4" 11' - 71/4" 0 - G 1/4" 10 - 2" G' - 41/4" I _ I I 5 Ln Revisions/submission: N, I I I Date Description ` � p N. '`�• // 4" slab-on-grade w/ GxG-10/10 I I 1 IF F O• \ \ \ \ / l9 itl 1 - i — WWF on vapor barrier and 2" rigid \ ` j I insulation over G" of bank run gravel I I I IG 'j� I I ry T.D. slab -8' - 8 3/4" I O" N. / Stepped \ footings I ( Q E 3 / 110., l u 10„ I I E 300 P2 — _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — v I �-- -O— � I Seal 2, r pF NElk Y O F2x4L — J L_ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — [-T - 2"] T — FD- — — — — — s — s e — — — — — —FD— — — —[ -10 - 2" ]— — — — r- . o cc 0 ,a z 2' - 5" 42 - 3 1/2" North ; D 8' -11 1/2" 11' - 11" 15 - 1 1/2" 12 -11" 2' - 2" r. I NOT;::: FOUNDATION PLAN. UTCHESO EW SAW CUT JOINTS WITHIN 1/4" = 1'-0" I _ RESIDENCE HOURS OF SLAB POUR. FILL JOINTS WITH Footings shall bear on undisturbed virgin soil, controlled fill, or r , I I i I I I I I I r \ , C SEALANT. - - — - — - — — - — - - — - — - — - - - — - - — - — - — - - - - — - — - — - — - - I— C bedrock, free of frost, and mud. - -T-- - F2x4 I I I I I I F2x4 _ _ Crescent Avenue Sawcut [-T - 2'] — — J F3 L _ -1 F3 L — 1 J F3 L —I — J [-7' - �] 1 J Fishers Island, NY Normal weight Sawcut after Bottom of footing elevation noted as thus [xx'-xx"] on plan are I [-.�, - 2„� [-.�, - 2„] [-7, - 2„] GxG -10/10 conc, w/steel adjacent slab is approximate and shall be field verified. mesh (typical) trowel finish. placed. Raise mesh on I 4 Vapor Stop mesh at joint concrete bricks. SF denotes stepped footings 30 barrier FO U N D/�TI O N PLAN GJ denotes control joint, see detail on 5100 . •x-x �a' a =x x_x—x=.k=x_x—x�t x—x—x—x—i2-x—>_X_1,_e- ,=x x—icr x X X x=x= �} B - -- --- --- - -- - -FD— denotes G"o perf. PVC footing drain pipe. B o ��,Fo(� ��D�D0�PN_ ��0 o���o�4��D�DOo� ��Do�4o�D��O��Do4 CO _o 0 0 0 0 0 0_ o o_ o_o o_o_o o_o o ct Number Date III;,III III, ,III III,. III , II=1II\III-1I1=1II- II-1I1=1II-1II III\I IIII-III-1I1=1I1=111=1 [� denotes concrete foundation wall. j 23-2007 Ol/1G/24 _ __ _ _ _ _ roe 2" rigid insulation III _I ' P1 denotes 12"x12" pier w/ 4 #5 vertical and #3 ties at 18"o.c. Controlled fill controlled fill p ( ) FOOTING SCHEDULE Scale: Drawing number: or undisturbed G" of bank run gravel or undisturbed Mark Size Depth reinforcing As Indicated virgin soil Gont. 1x2 key virgin soil P2 denotes 10"x34" pier above grade and 10"x40" pier below grade w/ (G) #5 vertical and #3 ties at 18"o.c. F2 2' - O" x 2' - 0" 1' - D" (3) #5 Designed by: CONTROL JOINT CONSTRUCTION JOINT F2x4 4' - 0"x 2' - O" 1' - 0" (3) #5 long way (5) #5 short way HFH P3 denotes 10"x14' pier above grade and lra"x20" pier below grade F3 3' - 0" x 3' - o" 1- - 0" (3) #5 5100 �O O A TYPI CAL SLAB O N G 1�D E BAS E r-I E NT �/ (4) #5 vertical and #3 ties at 18"o.c. A Drawn by. HFH 1/2" = 1'-O" P4 denotes 10"x10" pier above grade and 10"x1G" pier below grade ;. Checked by. w/ (4) #5 vertical and #3 ties at 18"o.c. O' 2' 4' 8' 10 <,F 1 2 3 4 5 ro 7 8 9 10 11 12 13 14 15 1/1G/2024 3:58:00 PM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 N N DeStefano & Chamberlain Provide opening for bilco door per ywEngineering "Foundation Wall Openings" detail Structural and Architectural Eng ineering RI Q M on 5303. Coordinate location M 50 Thorpe Street,Fairfield,CT 06824-5725 F with architectural drawings 203 254-7131 www.dcstructural.com r ® .. <L� Ownership and conditions of use: Drawings and Specifications, as Instruments of professional service are and shall remain the property of DeStefano $ Chamberlain. Documents are not to be used, In whole or in part,for other projects or purposes I- orby any other parties than those authorized by L ?, contract without the specific written authorization of <varies> DeStefnno $ Chamberlain. Copyright 2023 DeStefano + Chamberlain, Inc. PT 6x6 post 300 o / / st'r/es 6�c 36� /60 0 2 A 2 5 1/4 x 5 1/4 PSL O1 51/4 x 5 1/4 PSL v/ \ (3) 2x6 pos K \ \ 4"m lolly below 5 1/4x7 PSL — PT 6x6 post 1V / r (3) PT 2x10 71, 4(2) 14 T J I l9 0 / 4"o lally below— J o /-- (3) 2x6 post � J_ l9 I r�s e (3) 2x4 post I P H `J s 36 -1 (4) 2x6 pos \ I N (4) 2x6 jack post C� I 1 (5)14" LVL I - — — (3) 14" LVL - �c 4"m lolly belo 4"ry lolly below— I Mu (4 2x6 post 4",o lally below o (3) 2x6 post J d I I li I(3) 2x6 post 0 N(3) 2x6 post 4"0 tally belo -. (3)14" LVL a L � (3) 2x6 post I N 4"m lally below I P \ L d ( 4"� tally below (3) 2x6 post (3) 141 LVL I I - - G I j (3)(2) 14" LVL 2x6 post u I I \ (9 51/4 x 51/4 PSL 5 1/4 x 5 1/4 PSL 5 Revisions/Submission: ,/ 3) 2x6 post 0 o Date Description / l9 l9 6 m F PT 6x6 post so I �} Q) O F 4" slab-on-grade w/ Gx6-10/10 (2) 14" LVL �t a WWF over 6" of bank run gravel �'� \ 3 / 4 - 0, I I I 8 PT 6x6 post PT 6x6 pos I I (3) 2x6 post \ 3 2x6 post (3) 2x6 post Seal PT 5 1/4x9 1/2 PSL �p� Nfh,� 3) 2x6 post � LU w C) i z North ,1n192 Lop- D O I I l9 cv cvIZ .� ' O HUTGHESO EW Pi Gx6 post PT 6x6 pos RESIDENCE % PT 51/4x91/2 P5L I PT 5 1/4x91/2 P L I PT 51/4x9 1/2 P5L PT 5 1/4x91/2 PSL + -1 77= — — — - -- - -- - - - -- - — - - - J Crescent Avenue PT rox6 pos I PT 6x6 Post 1 3 I I I Fishers Island, NY 00 FIRST FLOOR FIAT"IING FIRST FLOOR F1r'R'/A_N1 11NG PLAN PLAN 1/4" = 1'-0" Project Number: Date: Subfloor consists of 3/4'AdvanTech, glued and nailed down with 8d nails. 23-2007 011/16/24 Top of subfloor elevation is 0-0" unless noted otherwise. POST LEG E N ED Scale: Drawing number: Rimboard is to be 1 1/4" LSL unless pother otherwise. Designed by. HDR denotes (2) 1 3/4" x 9 L 1/2" LVL-. denotes built-up post below HFH A denotes 2x stud bearing wall. denotes built-up post above A Drawn by. ��O1 HFH I L�� ­�IA denotes Simpson HDU4 holdown O' 2' 4' g 16, � denotes built-up post above and below Checked by: KAF 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1/16/2024 3:04:07 PM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 N DeStefano & Chamberlain „ Structural and Architectural Engineering 0 21 M 50 Thorpe Street,Fairfield,CT 06824-5725 F M ti 203 254-7131 www.dcstructurall.com Q 1q O,Q 2 s3o1 Ownership and conditions of use: Drawings and Speciflcotions, as Instruments of N / professional service are and shall remain the property of DeStefano �Chamberlain. Documents are not to be (� 5301 used, In whole or in part,for other projects or purposes 9 L / or by any other parties than those authorized by Q' \ o' L �Q ryk ,�(� (3J? contract without the specifc written authorization of DeStefano $Chamberlain. Copyright 2023 DeStePano �Chamberlain, Inc. 4) 2x(3 jack post 1/4 x 5 1/4 PSI 5301 5301 5 1/4x7 PSL K �Q� '60� \ HDR HDR HDR HDR (2) 14" LVL K 6ry1 o 'yd /ip open O ry J / o Ser X (V J . ies 3 N I 6 (4) 2xro jack post �nO 76„ (2) 14" LVL 2 14" LVL I (4) 2xro post above HDR HDR Off, oo (2) 14" LVL (2) 14" LVL O — � u J (2) 14" LVL l9 H ;4t p p H � > h, d (2) 14" LVL q _ (2) 14' LVL : o N a D \ a @J a G PT 51/4x91/2 PSL dropped QQ (2) 14" LVL G 2 p I ti p I Revisions/Submission: c� e ry @J �60C �� V O a Date Description L F IF ars � ry� a m N I N Ii� I V P 5301 < CZ k8 PT 51/4x91/2 PSL dropped OL 4'roppe 760c p 5301 E `7 (4) 2x6 post above E III I I I Seal PT 5 1/4x91/2 PSL droppe (3)14" LVL HDR HDR (3) 14" LVL HDR ,�Qf NEW' , 0 ©� PT 2x8 I v \ I \ PT 2x8 i° w o � 53 t I @J I �•nl 9; 29 o 6 o o D North D ° > l9 _ r a HUTCHESO - EW L, ,� RESIDENCE 7 PT 51/4x91/2 PSL dropped PT 5 1/4 1/2 PSL dropped G G Crescent Avenue (3)14" LVL 11 Fishers Island, NY 8 s3o1 5301 SECOND FLOOR SECOND FLOOR F1-2.A 'ZING PLAN. FRA IING PLAN 13 1/4" = 1'-0" 13 Subfloor consists of 3/4"AdvanTech, glued and railed down with 8d nails. Project Number: Date: 23-2007 01/10/24 Top of Subfloor elevation is 10-0" unless noted otherwise. POST LEGEND Scale: Drawing number: 4 Rimboord is to be 1 1/ L5L unless nother otherwise. 1/4" = 1'-O" Designed by. HDR denotes (2) 1 3/4' x 91/2" LVL. ® denotes built-up post below HFH A denotes 2x stud bearing wall. P P 5102 denotes built-up post above A Drawn by. HFH denotes Simpson HDU4 holdown denotes built-up post above and below O 2' 4' 8' 16' Checked by: IGAF 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1/16/2024 3:04:06 PM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 N N De S- tefano & Chamberlain "I MW I M R11 1 77 1 R-1 Structural and Architectural Engineering 0 i"I 50 Thorpe Street,Fairfield,CT 06824-5725 F� M 203 254-7131 www.dcstructural.com � ,rq ® � .. 2 5301 Ownership and conditions of use: Drawings and 5pecifcations, as Instruments of professional service are and shall remain the property of 1 DeStefano $ Chamberlain. Documents are not to be 5301 used, in whole or in part,for other projects or purposes or by any other parties than those authorized by L y� L contract without the specific written authorization of e De5tefano $Chamberlain. Copyright 2023 DeStefano Chamberlain, Inc. S o, 5301 5 5301 K —— ry K ry 2x10 GJ @ 16"o.c. 1° 5302 J 2 y J 3 o C �� (2) 2x10 (3) 5 1/2" LVL HDR (3) 5 1/2" LVL HDR (3) 5 1/2" LVL HDR (3) 5 1/2" LVL HDR I� lu (3)5 1/2" LVL HDR (3) 5 1/2" LVL HDR �v v (3)5 1/2" LVL HDR (3) 5 1/2" LVL HDR (3)5 1/2" LVL HDR (3) 5 1/2" LVL $R $ L fY ' H � � + ( � I� I� � H m (3)91/2" LVL ' 3 i 8 30 10 � G 1O 5 0 53o G v OC Strongback D .� D see 5303 6 = 4r, i9 @ Revislons/Submission: Date Description F F o I o L I I L L (4) 9 1/2" LVL ( a E U o (3)71/4" LVL HDR x (3) 71/4" LVL HDR Seal of o��T 2 2x10 S ( ) g. FgrC)�f 0 s3o _2xlO GJ @ 16"o.c. North D � LY TL 0 7 J T S30 J J HUTCHESO — EW Ln Ln RESIDENCE m c c HDR Crescent Avenue Fishers Island, NY 1 • S30 ATTIC FRAMING PLAN B B Project Number: Date: ATTIC FRAI"IING PLAN 23-2007 01/16/24 1/4" = 1'-O" Scale: Drawing number: 4 Typical ceiling joists are 2x10 at 16"o.c., unless noted otherwise. 1/4' = l'-O" HDR denotes (2) 1 3/ x 91/2" LVL. POST LEG EN 1� Designed by. r7 denotes built-up post below HFH A denotes built-up post above A Drawn by. `'", 103 HFH ® denotes built-up post above and below Checked by: 0 2 4 a 10 KAF 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1/10/2024 3:04:08 PM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 N N DeStefano & - Chamberlain Structural and Architectural Engineering 0 10 M 50 Thorpe Street,Fairfield,CT 06824-5725 F M 203 254-7131 wwwAcstructural.com w R. \�77 er. S 5301 Ownership and conditions of use: q�76oc Drawings and Speclficotions, as Instruments of 69 professional service are and shall remain the property of DeStefano � Chamberlain. Documents are not to be o 0 1 used, in whole or In part, for other protects or purposes � ' s3o� 0• ,2�7 \ k L or by any other parties than those authorized by contract without the specific written authorization of 5 k ,�� /� er / DeStefano $ Chamberlain. rV Copyright 2023 DeStefano 4,' Chamberlain, Inc. 6o I k7 '2 p q77 ers 5301 S301j q7'76 \ C — —(2) 5 1/2" LVL — K r / 7� g7'7\�js� �// o I ( I I o 7 ' / qs Rger 2_x12 Rafters at 16"o.c. (2afi ers at l ro"o.c. Pc 60 / N I I UlRnfters 13 U ^� c / / I I J I I s32 2 J J / / / ry h / / v 3 v �x ° (2) 14" LVL ridge beam I I a ryry // I a Beam below ry H H 4 I i� o c�1 i I + 3O 4- 'A (2) 5 1/2" LVL ' (2) 51/2" LW cn m ersq�7 / / N HDR HDR Provide Simpson L90 7 // C4 u clip 55 of built-up N q'S`e,. // ' 1 2) 14" LVL rafter (typ. 5 locations 1 ' I ( 5 q7`76o d. ` �. 3o Revisions/Submission: m m Date Description F i I I a N CO N (1 t�V (V � N I u uo o .� o 6 n) } N N } + I N cv (2) 71/4" LV cv m I N N N N Ix N N IN Beam below E `r11 � I I Seal of N,rc'h, SIB.Des CO ,. r 1 II II r` Provide Simpson DTT2Z holdown I I I I UJ on built-up rafter and stud post w/1/2"m threaded rod (typ. 4 I I I s3o .05929 �, North locations) 2x12 Rafters at 16"o.c. 2x12 Rafters at 16"o.c. D SSl 7 530 HUTCHFSO - EW RESIDENCE - _ _ _ _ _ _ _ _ _ c— —� Crescent Avenue Fishers Island, NY 5301 1 s3o ROOF FRAI"I I N G PLAN ROOF Fr�AI`'IING PLAN B 1/4" = 1'-0" Protect Number: Date: Typical rafters are 2x12, unless noted otherwise. 23-2007 01/16/24 Roof sheathing consists of 10/32" OSB. Fasten w/ 10d nails at Scale: Drawing number: 4"o.c. at panel edges and 12"o.c. in the field. HDR denotes (2) 1 3/4' x 91/2" LVL. Designed by. HFH A 5104 A Drawn by. HFH 77 Checked by: 0' 2' 4' 8' 16' KAF' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1/10/202-4 3:04:09 PM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 N - N DeStefano & 1/2" Zip sheathing Stud wall w/ Stud wall w/ G"o.c. 2x6 at 16"o.c. Stud wall 2xG at 1 1/2" Zip sheathing beyond Chamberlain LSL rimboard 3/4"AdvanTech 3/4"AdvanTech PT 2xG plate w/5/8"m 3/4"AdvanTech T.O. subfloor LSL rimboard T.O. subfloor anchor bolt at 32"o.c. 4 T.O. subfloorQ PT 2xG plate w/5/8"0 PT 2x6 plate w/5/8"m O" ,'.�,.` ~-... �,_._. .._.•n_,°p ._:,�.�._.anchor bolt at 32"o.c. anchor bolt at 32"o.c• Structural and Architectural Engineering �Q ■0 M •;x� x=iC�c-x-x-x-xrx= x-xa° M 50 Thorpe Street,Fairfield,CT OG$24-5725 F ' ° 0�0 00 00�0�0�0d00�0�0�0�0�0�0� 4 °° - Finish grade Finish grade Finish grade Dp op Dp op °p op op oD op oD op oD gD op 203 254 7131 www.dcstructural.com 14"TJI - (3) 14" LVL 14"TJI 0��0��0��0� 0��0��0��0��0��0��0��0��0��0 14'TJI c — I FT — o -11 I-11 I, (2) #5 TSB -1�f III _ 1=1 11= - _ -���- _ a'a, } -i i I-III ..4 6" of bank run gravel , oSimpson LGG5.25-4 cap Q. Ownership and conditions of use: y Drainage composite Q (2) #5 TSB , Drawings and Specifications, as Instruments of 4"o Lally column g p '"'a professional service are and shall remain the property of o ° -° Vapor barrier _ °'a a DeStefano $Chamberlain. Documents are not to be — #5 at 12"o.c. E.W. 2" rigid insulation Drainage composite used, In whole or In part,for other projects or purposes ;_4 (2) #5 or by any other parties than those authorized by L -�2 is x:x= x=x:x x x=ac x�ac=x x•=ic :x�rac—x;x—x—x—. e c _ a° ----. I R --.R contract without the specific written authorization of RIP ; _ :; 2" rigid insulation DeStefano $ Chamberlain. O °Do °pa ° °Do op0 °pQ °Do opO °po °po °po °p °Do ° O #5 dowel Waterproofing #5 at 12"o.c. E.W. ��((�� ° ' •�d--'t O O O O O O O O O O O O q = \Y ° ° membrane q Copyright 2023 DeStefano Chamberlain, Inc. c�1 at 12"o.c. O Waterproofing _ _ cal ' #5 at 12"o.c. E.W. 2" rigid insulation '. � i I ,III I i 1' _ D„ a^ ° membrane ; 7' 10" 7' G" of bank run gravel ' a ' Bentonite waterstop #5 dowel L&12"o.c. wele (2) #5 at 12"o.c• Bentonite waterstop 7" 10" 7' Bentonite waterstop Vapor barrier 1' - O" m 2' - D" °a. Vapor barrier Filter fabric 2" rigid Insulation Filter fabric q 2' - O" 1' - O" Vapor barrier K 2" rigid Insulation Filter fabric 3/4 crushed 3/4" crushed 2" rigid insulation K °'a T.D. slab_ T.O. slab _ 3/4' crushed T.O. slab stone _ - -x stone -x x- x -8' - 8 3/4" stone -X x-X- X x- —8' - 8 3/4' O Q G" of bank run gravel p o P _ 6" of bank run gravel a _ 6" of bank run gravel G"o perf PVC; 6"m perf PVC I I I 6"m perf PVC footing drain 7' 10" 7° of footing drain 7' 10" 7 g drain footing 7' 10" 7" 2 #5 J (2) #5 2' - 0" Undisturbed virgin soil Undisturbed virgin soil (2) #5 9� 2' - O" 9� 2' - O�� Undisturbed virgin soil 1 SECTION 2 SECTION 3 SECTION 30 1/2" = 1'-0" 30 1/2" = 1'-0" H H Simpson BGG 1/2" Zip sheathing Stud wall w/ Stud wall w/ Hohmann Barnard G post cap PT Gx6 post LSL rimboard 2x6 at 16"o.c. 2x6 at 16"o.c. DW-10 anchor at #5 at 12"o.c. E.W. 1/2"Zip sheathing G PT 2x10 rimboard w/ 3/4"AdvanTech 3/4"AdvanTech 16 o.c. 3/4"AdvanTech PT 5 1/4 x 91/2 PSL PT 2x1O joists 1/2"o carriage bolts ® ,::.: LSL rimboard '-O" at 16"o.c. staggered T.O. subfloor T.C.T subfloor � T.O. subfloor — v" - - - C� - - - - 6"TimberLok screw O" O" O #5 dowel ° . O" Revisions/Submission: PT 2x6 plate w/5/8"m at 12"o.c. •, ' CO PT 2x10 blocking Simpson ABU06Z anchor bolt at 32"o.c. at 32"o.c. post bas Provide flashing Date Description Finish grade Finish r Finish grade - and a shim 14"TJI g 14 TJI grade 14" TJI F -'i 111= I p o°D oap�oaD`poop�aD°oopo aao opo aD oaD�oap�ap�aD ooD oaD�oop oap oaD oaD�o°aD�OaD _ _ — —_ ��0��0��0��0��0��0 0 0 0��0��0 0��0��0��0��0��0��0��0��°0��0 III- a TJI blocking at I=1 c " - PT 2x6 plate w/5/8"m 32" o.c. e (2) 14 LVL E (4) #5 vert. G" of bank run gravel anchor bolt at 32"o.c. <a a #5 at 12"o.c. E.W. Drainage composite Drainage composite 8" CMU - Drainage composite ra "8" 4 _ #3 ties a 2" rigid insulation 2" rigid insulation at 18"o.c, rigid 2" ri id insulation •. -a ° Waterproofing #5 at 12"o.c. E.W. Waterproofing — #5 at 12"o.c. E.W. Waterproofing 4A E (3) #5 membrane membrane = membrane �,. O e Lat12 welea#5 dowel O Latl7o.c. wel a .c. at 12"o.c• Bentonite waterstop nl B t t t t fl_ _ i oen oni e waterstop op 1' - O" ��PB �S -i 11=1 I I�i i'I- Bentonite waterstop y a a Vapor barrier Vapor barrier Vapor barrier c� 10" 1' - 4" 10" Filter fabric Filter fabric Filter fabric +° ci 2" rigid insulation °. ' 2" rigid Insulation ;::; 2" rigid insulation Z 3/4" crushed ° T.O. slab - 3/4" crushed a T.O. - 3/4" crushed ° °' T.O. slab 3 - O Stone ;x:x= X- xa _ stone -x- x— x x-1011 _ stone a x:x—x�— x.— a =x—x— x— — _ �,059�°�� 8' 8 3/4 t�- 8' 8 3/4 a -8' - 8 3/4" �. o ' a; a� :aa, ooQpooQpooQp oQ O 4 _ •°, •� .n •q, •Q 0�0�0�0 OO�0�0 M' ...., 6" of bank run gravel G" of bank run gravel a < '° 6" of bank run gravel =I 1=11 I�- III-111 111 11 =„I 6"m perf PVC 111- '- 6"o perf PVG 6"o perf PVC C footing drain .7" 10" 7" footing drain 7„ 10" 7° footing drain 2" 2' - 8" H UTC H ESO EW (2) #5 , (2) #5 #5 at 12"o.c. E.W. Undisturbed virgin soil 2' - 0° Undisturbed virgin soil 2' - 0 Undisturbed virgin soil 4 - 4 RESIDENCE 4 SECTION - 30 1/2" = 1'-0" 6 SECTION PT 6x6 post — Crescent Avenue Fishers Island, NY Simpson BG6 PT 5 1/4x91/2 PSL 5 SECTION post cap 5" T.O_subfloor 30 1/2" = 1'-O" SECTIONS AND O" DETAILS B O O, B Vertical half lap .o ; o -- Project Number: Date: PT 5 1/4>u 1/2 PSL 23-2007 D1/16/24 4" 4" Simpson ABUGGZ Scale: Drawing number: post base As indicated Designed by. HFH A A Drawn by. 7 SECTION KAF/HFH Checked by: KAF 1 2 3 4 5 ro 7 8 9 10 11 12 13 14 15 1/16/2024 3:04:10 PM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1/2" Zip sheathing 1/2" Zip sheathing 1/2" Zip sheathing Stud wall w/ 2x6 at 16"o.c. DeStefano N 2x12 ledger w/ (2) 3 5/8" 2x12 ledger w/ (2) 3 5/8" 2x12 ledger w/ (2) 3 5/8" N LedgerLok screws at 16"o.c. LedgerLok screws at 16"o.c. LedgerLok screws at 16"o.c. (2) LVL Simpson L50 clip Simpson 0 clip Stud wall w/ Simpson L50 clip Stud wall w/ L 5 LVL inf II at 16"o.c. 2x12 rafters 2x6 at 16'o.c. 2x12 rafters 2x6 at 16"o.c. 2x12 rafters Chamberlain 5/8" Zip sheathing Simpson L50 clip 5/8" Zip sheathing LJ 5/8" Zip sheathing 3/4"AdvanTech 3/4"AdvanTech 3/4"AdvanTech Structural and Architectural Engineering 0 0 T.O. subfloor T.O. subflo_or T.O. subflo_or ' M 10' - 6 3/4" 10' - M 50 Thorpe Street,Fairfield,CT 06$24-5725 203 254-7j31 www.dcstructuraLcom �l Ownership and conditions of use: Drawings and Specifications, as Instruments of professional service are and shall remain the property of 14"TJI 14"TJI 14' TJI DeStelano $Chamberlain. Documents are not to be Simpson H2.5A clip 2x10 joists used, In whole or In part,for other projects or purposes 2x10 joists 2x1O joists L or by any other parties than those authorized by 1. LSL rimboard (2) 18" LVL 1/2" Zip sheathing Simpson H2A clip (3)18" LVL contract without the specific written authorization of �— Simpson H2.5A clip 1/2" Zip sheathing DeStefano $Chamberlain. p p Stud wall o. 2 SECTION (3)9 1/2" LVL 2x6 at 16"o.c. 301 3/4" = 1'-O" Stud wall w/ Copyright 2023 DeStefano � Chamberlain, Inc. (2) 91/2" LVL 2x6 at 16"o.c. 3 S E CT I O N 1 SEG_TI ON 30 3/4" = l'-O" 5301 3/4" = 1'-0" 1/2" Zip sheathing K K 2x12 ledger w/ (2) 3 5/8" LedgerLok screws at 16"o.c. Stud wall beyond Simpson L50 clip Stud wall w/ 2x12 rafters 2x6 at 16"o.c. Waterproofing membrane 5/8" Zip sheathing Tapered 2x LSL rimboard 3/4"AdvanTech 3/4"AdvanTech J J 3/4" TAG plywood T.O_subfloor T.O. subfloor PT 2x8 14" TJI 141 TJI H Simpson H2.5A clip PT 2x8 fists 2x10 joists H Stud wall w/ 2x6 LSL rimboard PT 51/4' x 91/2" PSL 1/2" Zip sheathing studs at 16"o.c. Simpson H2.5A clip 5 �- EGTION 4 SECTION' (3)14' LVL 30 3/4" = 1'-0" (2) .9 1/2" LVL header 301 3/4" = 1'-0" G 1/2" Zip G . Stud wall w/ 2x6 sheathing LSL rimboard studs at lro"o.c. Stud wall w/ 2x6 at 16"o.c. — 1/2" Zip sheathing 2x4 blocking Stud wall w/ 2x6 Waterproofing Simpson HUG614 Waterproofing studs at 16"o.c. Revisions/Submisslon: membrane concealed joist hanger (2) 5 1/2" L Tapered Description V 3/4"AdvanTech PT 2x8 membrane 3/4"AdvanTech Tapered 2x 3/4"AdvanTech Date 2x TO. subfloor T.O. subfloor T.D. subfloor 3/4"TAG 10' - 6 3/4" plywood 10' - 6 3/4"� 3/4" To�G 10' - 6 3/4" F F 1 1/2" r� 114" -1 1/2" 3/4 TAG plywood plywood (V (4) 51)525800 (3)14" LVL screws Gant PT 2x8 14"TJI PT 2x8 jsts 14" TJI (3) 14' LVL .01 rimboard (3) Simpson 8" Simpson LT512 twist strap Simpson L50 — PT 2x8 ledger w/ (3) Simpson 8" PT 2x8 joists TimberLok screw SB — 5 1/4x7 PSL N 2 3 5/8" TimberLok screw Simpson BGGR clip T ( ) PT 5 1/4x� 1/2 PSL PT 2x8 ledger w/ post cap — (3)14' LVL beyond � LedgerLok at 16"o.c• 1' _ 0„ 2 3 5/8' E E (4) SDS25800 Simpson BCOR post cap LedgerLok at 16"o.c. PT 6x6 Seal screws 51/4x7 PS 12' - 5" 5 1/4 x 5 1/4 PSL 1/2" Zip sheathing PT 6x6 post ()f MEIV ,�4► 5$.O P SECTION 7 SEGTION 8 SECTION �, T r ECTION •� . 301 1 1/2" = 1'-O" 301 3/4" = 1'-O" Cam. 301 3/4" = 1'-O" J J 11 n ru - z Waterproofing membrane K �, .0592 4, LO LI) D �, S91 p x x Tapered 2x l(1Ln 3/4" TAG plywood HUTCHESO - Ew Waterproofing membrane Stud wall beyond RES I D E N G E 1/2" Zip sheathing 3/4' TAG plywood 3/4"AdvanTech PT 2x8 G C ( ) J Crescent Avenue 2 14" LVL PT 2x8 sts Tapered 2x T.O. subfloor 3, ^ 0„ 5/8" Zip sheathing 10' - 6 3/4"—� Simpson H2.5A clip Fishers Island, f�lY l_ Simpson GGQ5-65D52.5 column cap PT 5 1/4' x 91/2" PSL f 5 1/4x7 PSL PT 6x6 past SECTIONS AND 6 SECTION DETAILS Simpson H2A clip 2x,0 fists 14"TJI 301 3/4" = 1'-0" B B Stud wall w/ 2x6 Project Number: Date: 1/2" Zip sheathing studs at 16"o.c. 23-2007 01/16/24 (2) 91/2" LVL Scale: Drawing number: As Indicated Designed by. ELEVATION 10 SECTION HFH A301 3/8" = 1'-O" 530 3/4" = 1'-O" A "�3 O1 Drawn by. KAF/HFH Checked by. KAF 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1/10/2-024 3:04:10 PM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 14" LVL 91/2" LVL 5 2x12 ripped to 9 3/4" ...- 302 ' 2x12 rafters Simpson L 2x10 50 clip 2x8 rafters � � ystL N 2x6 on the flat at 24"o.c. ridge board N DeStefano 1'-10" min. at 16"o.c. 14" LVL 2x8 rafters 5/8" Zip sheathing 5/8" Zip 5/8" Zip sheathing / Simpson L50 clip Chamberlain sheathing Al � / \ � Structural and Architectural Engineering Rafters tails, see arch / ', Simpson L50 clip g drawings for size and Fast 2x10 ties to 2x12 / P•1 en / M SO Thorpe Street,Fairfield,CT 05824-5725 " spacing rafters with (5) SDS x <• / •> 203 254-7131 www.dcstructurai.com Q1i" 2x10 clg fists 3" screws, each end 5/8" Zip sheathing 1/2" Zip sheathing Stud wall w/ / Ownership and conditions of use: 2x6 at 16"o.c. Drawings and Specifications, as Instruments of 6"TimberLok screws (2) 14" LVL professional service are and shall remain the property of 2x12 rafters Fasten 2x8 rafters to 2x12 DeStefano $ Chamberlain. Documents are not to be (2) 91/2" LVL 2x6 on the flat 6"TimberLok screws 2x10 joists rafters with (5) 10d nails ./ used, In whole or in part, for other protects or purposes at each rafter tail / L or by any other parties than those authorized by L contract without the specific written authorization of DeStefano$Chamberlain. 2x12 rafters � � Copyright 2023 DeStefano � Chamberlain, Inc. 3 SECTION Rafters tails, see arch Simpson H2A clip — � / drawings for size and 30 3/4" = 1'-0" SECTION spacing �•� 30 3/4" = 1'-0" p g Stud wall w/ 2 SECTION rafteFastrs wixt8h 5ftlOd nailsers to 1/2" Zip sheathing 2x6 at 16"o.c• 30 3/4" = 1'-O" ( ) K 2x12 rafters K 2x8 rafters 2x10 joists 4 SECTION 30 3/4" = 1'-0" J � J Fasten 2x8 rafters to 2x12 2x12 rafters at 16"o.c. rafters with (5) 10d nails 1' - 10" min. 2x12 ripped to 9 3/4" , • / 14' LVL rimboard 2x6 on the flat at 24"o.c. 4 • � 530 � 5/8" Zip sheathing 2x10 ridge board �. 5/8" Zip sheathing �% 5/8" Zip sheathing ' H H 3/4" GDX plywood (8) lOd nails Rafters tails, see arch — drawings for size and LJ 2x8 rafters L —' — spacing 6"TimberLok screws 6" TimberLok screws Simpson L50 clip 2x6 on the flat 2x10 joists 2x6 on the flat 2x1O joists G at each rafter tail Fasten 2x10 ties to 2x12 at each rafter tail G rafters with (8) SIDS x 2x12 rafters 3" screws, each end 2x12 rafters 1/2"Zip sheathing Rafters tails, see arch Rafters tails, see arch Revisions/Submission: drawings for size and Simpson 1-12.5A clip 6 SECTION drawings for size and Simpson H2.5A clip (2) 14" LVL 2x12 rafters spacing 30 3/4" = 1'-O" spacing Date Description (2) 14" LVL (3) 71/4' LVL 7 ,..' EGTION Stud wall w/ 2x6 at 16"o.c• 5 SECTION 1/2" Zip sheathing 1/2" Zip sheathing F 30 3/4" = 1'-O" Stud wall w/ 2x6 at 16"o.c. E E Seal COT N'Ewr 5/8" Zip sheathing ��� 4.`'� DEST��O�. 2x8 rafters o w ' Simpson L50 clip ,�+ 2x8 cleat 0592��' 14" LVL ridge D 2x12 cleat 2x12 rafters 2 4' - 8 5/8" 2' - 81/2" O 14" LVL D SSti- Simpson G520 Simpson 1 50 clip strap H UTGH ESO - EW 5/8" Zip sheathing 2" RESIDENCE � \ i x12 2x12 rafters 2 C G i Fasten 2x8 rafters to 2x12 \ •� (2) 2x12 w/ 1/2"x 11" plate ben / Crescent Avenue rafters with (5) 10d nails / �� i fY (V Fishers Island, NY 1/2"o carriage bolts IL 3/4" GDX plywood 2x10joists � �` �" � 14 Simpson H2.5A clip SECTIONS AND 2 / 51/2" (3) 5 1/2" LVL DETAILS 6" TimberLok screws N Protect Number: Date: 2x1O joists 2x blocking (3) 9 1/2" LVL 2x6 on the flat 23-2007 01/16/24 (y ` at each rafter tail 2x12 rafters Double joist hanger (2) 2x10 Scale: Drawing number: �0 3/4" = 1'-0" Simpson H2.5A clip a SECT I DN 5 3/8 9 SECTION Designed by: 30 3/4" = 1'-O" 30 3/4" = 1'-O" Rafters tails, see arch Stud wall w/ 10 SECTION HFH drawings for size and A spacing 2x6 at 16"o.c' 30 3/4' = 1'-O" A Drawn by. .5302 KAF/HFH 1/2" Zip sheathing Checked by: KAF 1 2 3 4 5 ro 7 8 9 10 11 12 13 14 15 1/16/2024 3:04:11 PM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Flush beam N Flush beam m Hole zone N � �a 2x diameter of the DeStefano largest hole (minimum) Chamberlain Simpson MST 27, 16d nails, fill every hole. Strap across header onto top 1/3 span Allowable hole zone 1/3 span plate beyond Match # of P lies p p Structural and Architectural Engineering 0 Q M 1 stud as trimmer Dropped beam of beam middle 1/3 span M 50 Thorpe Street,Fairfield,CT 06824-5725 F each side 203 254-7131 www.dcstructural.com �,i• (3) LVL's I I Dropped beam Notes: Match # of plies pP Allowable hole zone suitable for uniformly Shim as req'd of beam 3-studs 1 stud as loaded headers and beams only. Simpson GS 16 strap (13) BUILD—UP POST DETAIL trimmer Round holes only Ownership and conditions of use: 1 Jack up to 4'-O" span No holes in cantilevers Drawings and Specifications, as Instruments of 8d nails into stud, bend 2 jacks up to 8'-0" span professional service are and shall remain the property over top of wall � nail 3/4" - 1'-O" Maximum round hole is 2", unless coordinated p p p rty of 3 jacks for all other spans with engineer DeStefano $Chamberlain. Documents are not to be unless noted otherwise used, In whole or In part,for other projects or purposes L or by any other parties than those authorized by H EAD E ATTACHMENT ALLOWABLE HOLES — HEADERS AND BEAMS contract without the specific written authorization of DeStefano $ Chamberlain. 3/4" = 1'-0" Copyright 2023 De-Stefano Chamberlain, Inc. Holes thru joists to confirm w/ DI D2 1 1/2"o hole may be cut manufacturer's chart anywhere in web Di D2 outside hatched zone Piping conduit 2x stud wall K K l9 �q 6„ L1 2 x R1 L 2 2 x I Cont. ridge J 1 3/4" LVL each Rafters (see plan) J Double LVL beam I joists side of wall LVL blocking panels Distance from end support pi) Notes: G.G. to coordinate beam versus at 24"o.c. Joist Depth Radius of Round Hole Size (Rl) Square or rectangular Hole Size (Ll) Do not cut holes on cantilever blocking approach with all ' reinforcement B GPI I p B BOG K I N G 1" 1 1/2" 2" 31/4" 41/2" 5 1/2" 6 1/2" 2" 3" 4" 6 1/2" 8 7/8" 11" 13' respective trades .9 1/2" 1'-G" 2'-0" 3-0" 0-0" - - - l'-G" 2'-0" 3'-G" 5'-6' 117/8" 1'-O" 1'-01, 1'-6" 5'-O" 8'-'O" - - 1'-0" 2'-O" 3-0' 7'-0" 8'-0" - - • Do not cut or notch flange. PARALLEL BE/�12ING PARTITION SUPPORT DETAIL 14" 1'-0" 1'-0" 1'-0" 2' -0" -0" - 1'-0" 1'-0" 1'-61, -O" 10'-O" - • Leave 1/8" web at top and bottom of hole. 6'-6" H • For simple-span of(5' minimum), one 2x stud wall maximum size round hole may be located in Distance from end support(D2) the center of the joist span provided no Holes thru joists to confirm Piping conduit Joist Depth Radius of Round Hole Size (R2) Square or rectangular Hole Size (L-2) other holes occur in the joist. w/ manufacturer's chart 1" 1 1/2" 2" 31/4" 41/2" 51/2" 6 1/2" 2" 3" 4" 6 1/2" 8 7/8" 11" 13" 2x6 at 48" o.c. .9 1/2" 3'-0" 4'-0" 6-6" 0-0" - - - 1'-0" 2'-0 3'-0" 5'-0' Cont. 2x8 (2) 31/2" Simpson 14" 1'-0" 1'-0" 2'-0" 5'-6" 8'-6" 12'-6" - 1'-0" 1'-O" 1'-0' 6'-6" 9'-0" 10'-O" Strongback SIDS screws into joist below 16 1-O 1-O" 1'-0" 2'-6" 7-0" 11'-O" 15'-O" 1'-0" 1'-0` 1'-0" 5'-O" 10'-O" 11'-O" 1'2'-0" G (2) 16d nails per stud (12)10d common ALLOWABLE HOLES — TJ 1 JOISTS nails. Typ at each I joists lop, 3/4" = 1'-0" Revisions/Submisslon: G.G. to coordinate joist locations with all respective trades TJI blocking at 4" min. 32"o.c. 16d nails at 8"o.c. PT 2x6 sill plate 12" max. Date Description • Simpson BPS 5/8-3 32" max. spacing F PARALLEL NON—BEARING bearing plate F Attic PARTITION SUPPORT DETAIL STRO N O BAG K [DETAIL., ist (Suspended) 0 0 0 0 3/4" = 1'-0" 3/4" = 1'-0" U 32" max. spacing 5/8"o hooked rod w/ �t (V Sill plate joint �! min. of T embedment Wall reinforcing 48" max 1/2" Max. 4" min. 00, 12" max. Minimum of 2 anchors 2 1 per sill plate E — _° _ — — � 25" min. E ° ( 20" lap) Vertical 2x4 key Jamb stud Stud wall Seal -•_ p- 12" max 40 bar m Floor joist, lap over beam 40 bar m PT 2xro sill plate �'�►�'�F o 1'0 o a -III—III—III—III ' " d Wood beam, see plan n Ld a 9 GA. cap plate, nail to beam 8 „4 1=III=III_—I I-11 - 6 _ m „• :Q _ ... . . a, . `r' �C' 111E 1 I1—I -I I • ° —i '® - Bentonite watersto I1-1 I I I d y a °, p As indicated on dwgs b °d. S1 at basement walls ° < . ; ' Level, undisturbed 1' - 4" max. 32" max. spacing virgin soil —III—III—III—III—I —►11— V-chamfer where exposed to view 9 III=��1Ill�iilll-i�- 12" min. WALL CONSTRUCTION JOINT ANCHOR BOLT PLACEMENT DETAIL HUTCHESO — EW STEP FOOTING DETAIL 10 GA. tube 3 2' - 0" (2) #5 diag. x 3'-0" RESIDENCE 1/2" = 1'-O" C Concrete fill d Crescent Avenue a _ s Match wall reinf. (2) #5 Fishers Island, NY CONCRETE MIN■ CO�/ER ,- ,. _• - .,- d a _ . .., a;,° •°; , , - 9 GA. base plate, fasten w/ SECTIONS AND Basement floor slab Tapcon fasteners to footing , Conditions Min, Cover 2' - o" DETAILS B 2'-O"x 2'-0"x 12" Concrete cast against and permanently thick footing - B exposed to earth 3 •g °' 1-O e Project Number: Date: ° 23-2007 01/16/24 1.5" °" d (2) #5 x 4'-0" a Concrete exposed to weather °•a _'e ° 4 #5 bars and smaller ° d Do Do D� d Do D� m 9 ° Scale: Drawin number: Openings less than 12"m Concrete exposed to weather Size and vertical spacing of bars ;'" As indicated #6 bars and larger 2 ;° _ ° shall match the spacing of the d ; Desi ned by ° continuous horizontal wall ° d .' - 9 Concrete not exposed to weather ° _ _ ° - reinforcing. - - _ 1, :g"_, (2) #5 full height ,s a a HFH 0.75" -III=1 1-1 I I—I 1=1 �_ A Drawn b A #5 bars and smaller _I 11,;I II I I;III- - y ['�•- O� Concrete not exposed to weather LALLY COLUMN AND FOOTING CORNER WALL REINFORCING FOUNDATION WALL OPENINGS �F/HFH - #6 bars and larger 1 Checked b 3/4" = 1'-0" 1/2"= 1'-O 1' " 1/2" = -O" y K'AF 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1/16/2024 3:04:12 PM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 NAILING SCHEDULE JOIST SUBSTITUTION TABLE Load bearing wall abase �,��Ww� _, �;��,,��,i ,w �a• :r HANGER SCHEDULE (must stack over wall N below) N DeStefano Building Element Nail Size $_ Type Number 8, Location 3ased on Simpson Strong Tie Wldth Trus Joist Boise Cascade Georgia Pacific Louisiana Pacific Coastal Pro Chamberlain 8d common 4 toe nail or Stud to sole plate 16d common 2 direct Menber Face Mount Option Top Mount Option 2 5/16" Pro 230/300 BCI 60 GPI 40/05 LPI 36 NI-GO I Joists Stud to cap plate 16d common 2 toe nail or 31/2" Pro 560 BCI 90 GPI 00 LPI 50 NI-90 Structural and Architectural Engineering u 2 direct :K8 LUS 28 JB 28 0 I„I M 50 Thorpe Street,Fairfield,CT 06824-5725 F Double stud 10d common 12"o.c. direct 210 LUS 210 JB 210A Microllam Versa-Lam G-P LAM LP LVL 203 254-7131 www.dcstructurai.com V.. LVL's 1 3/4" 2000 Fb 3100 Fb 2000 Fb 2000 Fb 2.OE GP-LAM Gorner studs 16d common 24"o.c. direct (2)2x8 LUS 28-2 HUS 28-27F 2.OE 2.OE 2.OE 2.OE TJI blocking panels Ownership and conditions of use: Sole plate tojoist 16d common 16"o.c. direct p property of Drawings and Specifications, as Instruments of 2 2x10 LUS 210-2 HUS 210-2TF professional service are and shall remain the or blocking ( ) Parallom Anthony Power DeStefano $ Chamberlain. Documents are not to be PSL beam 2900 Fb Beam 2x6 squash block used, In whole or In part, for other projects or purposes Double cap plate 10d common 16"o.c. direct (2) 9 Y2" LVL HHUS 410 HWP 3.56/9.5 2.OE L or by any other parties than those authorized by contract without the speciflc written authorization of De-Stefano Chamberlain. Gap plate laps lOd common 2 direct (3)9 '/2" LVL HGUS 5.50/10 HGLTV 5.37/0.5 Copyright 2023 DeStefano Chamberlain, Inc. Parallam Versa-Lam Anthony Power PSL col 2900 Fb Columns Columns INTERMEDIATE BEAI21 N G WALL Ribbon strip 10d common 3 ea. bearing direct (4) 9/2" LVL HGUS 7.25/10 HGLTV 7/0.5 2.OE Roof rafter to plate 8d common 3 toe nail (2) 1,' LVL HGUS 414 HWP 3.56/14 LSL Timberstrand - Fiberstrong LP 5olidStart LSL APA rimboard plus K K Roof rafter to ridge trod common 2 toe nail or direct (3) 14., LVL HGUS 5.50/14 HGLTV 5.37/14 'All I Joists shall have LVL flanges and OSB webs Jack rafter to hip 10d common 3 toe nail or 14' I oists 16d common 2 direct 2 5/1G�" flange US 2.37/14 ITS 2.37/14 Simpson beam hanger per schedule Floor joists to studs 10d common 5 direct Provide specialty hangers (for example skewed or sloped) Floor oists to sill or where required by framing conditions. (2) l 3/4" wide LVL"s, some ° (2) 1 3/4' wide LVL's, same ° j J girder 8d common 3 toe nail depth as joists ° ° ° J See plans for other hangers not shown here. depth as joists Ledger strip 16d common 3 ea.joist direct Coordinate face mount vs. top mount with installation access �t ° Simpson "ITS" or "IUS" field conditions. ° ° ° series joist hanger For 2-ply LVL's Ceiling joists to elate 16d common 3 toe nail Minimum of 2 rows 16d (3 1/2") nails at 12"o.c. ° Minimum of 3 rows 16d (31/2") nails at 12"o.c. f Ceiling joists (laps over or 14", 16" and 18" beamslOd common 3 direct partition) H Ceiling joist to For 3 or 4-ply LVL's H rafter 10d common 3 direct Two rows 1/2"m carriage bolts at 16"o.c. Solid block all posts Three rows 1/2"m carriage bolts at 10o.c. for from above to bearing 14", 10' and 18" beams Collar beam 10d common 3 direct below (0)16d nails each side of hanger Web stiffener each Bridging to side of joist CONNECTION OF BUILT—UP BEAMS joists 8d common 2 ea. end direct 1 1/4" LSL cant. rimboard G Plywood roof 6,: wall 6d common 6°o.c. edges and OPENING FI�AM 1 N G DETAIL 2x6 stud wall G sheathing 12"o.c. intermediate 3/4' subflooring 8d common or 0o.c. edges and rod annular 10"o.c. intermediate Revlsi ons/Su bm Isslon: 1 1/8" subflooring 10d common 6"o.c. edges and ry 10"o.c. intermediate TJI blocking panels Date Description Built-up girders 20d common 2 rows 16"o.c. Subfloor direct POST BLOCKI G DET/ L N F N Simpson G520 strapping fully Continuous header to nailed w/8d nails onto stud. stud 8d common 4 toe nail Single strap 48'o.c., double 2x studs at I I I plywood sheathing strap at jamb studs 8,: corners. Continuous header 16d 'common 16"o.c. direct 16"o.c. (2 pieces) I I I I II i Small gap (1/4"±) I I I I I I II �17� I I E E Plywood joint Seal (4)8d nails of NEIV gig.aEsr r0�, 2x4 blocking Web stiffener each ;� ��`' E,ny► �; j I side of joist ��„ '+ o ec Tight fit I I l JJ' h 1 ``' BEARING PARTITION, NO WALL ABOVE .059Zgti D PL'YWOOD WEB STIFFENF-R =� TYPICAL EXTERIOR WALL STRAPPING DETAIL D ss1 360 series joist (2 5/10' flange) - 2 LA 1/2" plywood TYPI GAL SHEAR WALL BLOC Q N G 560 series joist(31/2" flarge) - 2 LA 5/8" plywood 2xro stud wall Simpson G520 strapping C WE E3 STIFFENER DETAIL fully nailed w/8d nails onto H UTC HH ESO EW stud. single strap 48"o.c., double strap at jamb RESIDENCE N studs corners. G Slab on grade � C Timberstrand 1 1/4" LSL Crescent Avenue rimboard Fishers Island, NY (3) 2x6 post Wall sole plate Timberstrand 1 1/4" LSL 6 0 rimboard closure nailed to I- 5/8"o threaded Simpson HDU4- SEC IONS AND joist Galy. 5/8"o x 8" embed. + II 2" hook anchor rods at rod w/3"x1/4"x3" SDS2.5 DET,gI LS a 32"o.c. plate washer B - I I Project Number: Date: Foundation wall :° - = _ ° ` a;° ° 23-2007 01/16/24 °•. < � a-". •• °,. - _ PT 2x6 sill Scale: Drawing number: 2x4 squash block where plate `, .°:a ° _ °' e °' As Indicated I joist blocking in first wall load exceeds rimboard a <- ° a ° A _ ° e d Designed by. capacity Simpson BPS 5/8-3 ° HFH three bays at 32"o.c. -, <'.' ° •q, a A plate washers � nut ° .a � •- •-• ' . _• .Y •_• °°a. ° • �°• . °.°-•• ;: _ b• A Drawn by. ' • RI M BOARD DETAIL JOIST BEARS ON WALL KAF/HFH 5304 , RT- IBOARD DETAIL JOISTS PARALLEL TO WALL TYPICAL EXTERIOR WALL SILL PLATE DETAIL SHEAR WALL DETAIL Checked by: 3/4' = 1'-O" KAF 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1/16/2024 3:04:12 PM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 N N DeStefano ��.. Chamberlain Structural and Architectural EngineeringaR w0 M M 50 Thorpe Street,Fairfield,CT 06824-5725 F '� 203 254-7131 www.dcstructural.com Q, „ Ownership and conditions of use: Drawings and Specifications, as instruments of professional service are and shall remain the property of DeStefano $Chamberlain. Documents are not to be used, in whole or In part,for other projects or purposes L or by any other parties than those authorized by L contract without the specific written authorization of DeSteFano $ Chamberlain. Copyright 2023 DeStefano Chamberlain, Inc. K K J J BUILDING ISOI"IETRIC G G Revisions/5u b m iss i o n: Date Description F F SECOND FLOOR F12�1`'IING ISOI`'IET1zIC `� E E m Seal )V New Ld 4 - 31/2" -2' - 6„ 4 41/4" FIRST FLOOR ISOI"1ET IG HUTCHESO - Ew -1' - 41/4" 4 - 51/2" RESIDENCE C -2' - 6" C Grescent Avenue Fishers Island, NY 4 - 3 1/2" -2' - 6" ISOM ETi21Cs -101/4" -l' - 3 1/2" B 4 - 41/4" 2 - 8 B Project Number: Date: -2 1/4" 23-2007 01AZI24 Scale: Drawing number: Designed by. HFH A FOUNDATION ISOI"IETRIC A Drawn by. 5�00 KAF/HFH Checked by: KAF 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1/10/2024 3:04:13 PM