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HomeMy WebLinkAbout52102-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 52102 Date: 07/15/2025 Permission is hereby granted to: Foss ME&CR Joint Rev Trt 42 S Ash St Denver, CO 80246 To: Demolish an existing dwelling and construct a new single-family dwelling with an HVAC system to include a breezeway to a connecting accessory garage as applied for per SCHD, DEC non-jurisdiction, and Trustees approvals. Premises Located at: 775 Hill Rd, Southold, NY 11971 SCTM# 70.-4-27 Pursuant to application dated 06/10/2025 and approved by the Building Inspector. To expire on 07/15/2027. Contractors: Required Inspections: Fees: DEMOLITION $1,175.00 Single Family Dwelling-NEW $3,674.00 CO Single Family Dwelling-New $100.00 Total $4,949.00 Building Inspector �� TOWN OF SOUTHOLD-BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone 631 765-1802 Fax 631 765-9502 https://www.soudioldtowniiy.g-ov Date Received APPLICATION FOR BUILDING PERMIT D EC E � VE For Office Use Only � 1 PERMIT NO.� I O Building Inspector: Applications and forms must be filled out in their entirety. Incomplete BuildingDepartment applications will not be accepted. Where the Applicant is not the owner,an TOwn Of Southold' Owner's Authorization form(Page 2)shall be completed. Date: (o ..... _..........__- OWNER(S)OF PROPERTY: Ae + St Name: M Chef E C h eVg1Jn R fuss SCTM#1000- 0. C)o —vy+ ou — (-)21 . Project Address: I r] QA S Ou+v)01CQ Phone#: `72.0 _ 913i 3 �1 5 CONTACT PERSON: Name: „ Mailing Address: po ;-� Phone#: 6P3 ) _ 00 y_31cl DESIGN PROFESSIONAL INFORMATION: Name: G116ti- I fS 0kn Mailing Address: Pb 8 r) ! yI // 7 Phone#: F� ......-.7__ ....._._... Email: CONTRACTOR INFORMATION: Name. Hei-dhni tvi Mailing Address: PO �y C,t,JC/'7 t.-' f 1 q 3 — Phone#: (�7)� — -] —1`�� 7 Email: 1 n.A) GU Ci Ph tow (om DESCRIPTION OF PROPOSED CONSTRUCTION ANew Structure ❑Addition ❑Alteration ❑Repair%Demolition Estimated Cost of Project: ❑Other $ V,P Will the lot be re-graded? ❑Yes PNo Will excess fill be removed from premises? ❑Yes 2�No 1 PROPERTY INFORMATION Existing use of property: Ji 11 1t FbmIj H plme Intended use of property: SiN it ��`,,,�t1 pow Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yesplo IF YES, PROVIDE A COPY. ❑ Check Box Aftelr Reading: The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by Chapter 136 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with ell applicable laves,ordinances,buUding code, housing code and regulations and to admit authorized Inspectors on premises and In building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal law. Application Submitted By(print name):Me an Carrick.., Authorized Agent []Owner Signature of Applicant: Date: //0/ZS D.BUNCH Notary Public,State of New York STATE OF NEW YORK) No.OIBU6185050 SS: Qualified in Suffolk County COUNTY OF Commission Expires April 14,2C� Megan Carrick being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. 1 a A, -j utlu Sworn befare me this day of Uh .20 Notary Public , U'RiAH�1~Ib'IO PRC)PERTY OWNER „THORIZATION NOTARY PUBLIC (Where the applicant is not the owner) STATE OF COLOBADO NOTARY ID 20244034009 ly7issonExpire&Septemb ill,2026 I 1, li ' .1 siding at 77 `off do hereby authorize Megan Carrick to apply on my behalf to the Town of Authold Building Department for approval as described herein. LtJ ZI Owner's Signature Date Print Owner's Name 2 ✓ rot � ,,� /�r��ae�it�"rrxr � ✓rlf�ur��r�a�n^r,,, � rlYrr�sirea�i"✓Te un,�„ �; '���r� r �, ��r,�, � i I� ! ,, ' f s h�l'rr,;, w,X�r� �fYlallN,{��r"r., rto-r„'�Fl, '✓fir r-. �r� �!rr!�r . �laa'��l �rl+'✓w 1,. r r � �r"P��' ��JI� J ���X, '� l I f �. 1 ° 1 I.., �(err f� fd� r I r �r�a,�„1 � l �l�F " I -1"� „✓ {F �j rd, � �r�" � � ., N Dv r i J r n /. J ;N I � P+^3Jr Iri ! I ,rl n NK,1' r ell r,r,.Jr l,r,„r,rer-. 7 r/hirorl,„J�/,rrNrll✓/rv✓/,l4 ror,iril!!/%Gx,Wdy,J lhN-iN,J,<%I�/i//HrfA,fr✓o!Y%/l,�i,X Yr✓rrrnNr/c1Y�X1#1 r allriU/iNl✓,nrrA%YI,12"1rPY%hlYrfrelu),jUjlrymA}4'G11ki'UN;NC'gag�'lrijj„/,jJ 1�d1 ;, ,. "(. fro.„ _.. ....... ... ......._.. ...__. ,��.�,�,,..,,�, .,�,,,�, .a....w.,.�... .,,., ,.v.a...._._. ,r f BOARD OF SOUTHOLD TOWN TRUSTEES ✓I PERMIT NO. 10782 DATE.- MAY 14 2025 � f , i ISSUED TO. THE MICHAE tL E. & CHERYLYN R. FOSS JOINT REVOCABLE TRUST PROPERTY ADDRESS. 775 HILL ROAD SO IUTHOLD � SCTM# 1000-70-4-27 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on May 14,2025, and in ✓ �. consideration of application fee in the sum of$1,250.00 paid by THE MICHAEL.E.&CHERYLYN R. FOSS JOINT REVOCABLE TRUST'and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to demolish existing two-story dwelling with porch, paved driveway and chain link fence; abandon existing sanitary system and install an ff/A OWTS system rN� landward of proposed new two-story approximately 569 079 dwelling with an 11 ,x8, front porch, a 38'xll®' covered rear porch with±7'x lO' hot tub; an 18,x12' open patio, �;� ,W" construct a 24'x22' detached garage with 8'x1ll' open air covered walk between the garage and dwelling; install exterior basement stairs on west side of dwelling and two 21, u basement egresses on cast side; install a 22'x10' swimming poop, poop drywell, poop nvf I, ,� ✓ equipment area, and poop enclosure fencing with gates; install A/C units and a generator; install a pervious driveway; and install gutters to leaders to drywells to contain roof runoff; establish and perpetually maintain a 15' non-turf buffer along edge of bulkhead; all as depicted on the site plan prepared by Charles Ma Thomas � �1 Architect, received on May 19, 2025, and stamped approved on May 27,2025. y �t IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, ilkr and these presents to be subscribed by a majority of the said Board as of the day and year written above. '," a Q1 � 09 r l __ Liz Qitly—Absent �r 'r r '! �(1-(r.✓,✓r ri Ird�r IXl�6Afr„�ku!':p'9✓lvxwrU✓2�i rf,:rhu;;✓�nt VI 1.�� �61� �kF n,(e/r/(GI �i rl�Ury/dl✓.7v r/'k4; � fi.� ( ��h Yf,(rr�F,d(",rG/a - rr 1l./(fllfis(ff �I 4 M`vifV44Xd i�'�X�VtiV +d(rl(at4llG�'f4Tm.dlLGll�,i4e��4� NV7?Nr��yWVW..X�slaufUIllfl;ffuKdSWfIXdIGVlfr,!Il r.. ,:. ;r �'Jj �� ��"'��... r i �- ��" �, 9i� �. J N f"^� rl, ✓5�,�;l„`��rJ� �,ddd,_r,.8,E16�(!fi n i , N�G� !� rraNa"4a' u� � i,t '�; ,.�� '/"� �� ,. i, � r �„�,�'' �,/�, � a v;"�• it r f I r;F "' , TERMS AND CONDITIONS The Permittee The Michael ael Cher+ lye FQ.s Joint Revocable Trust 775 I ill Load, Southold, New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1, That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 36 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant,request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,, or if, in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights, This permit does not convey to the permittee any right to trespass upon the lands or interfere with, the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. Glenn Goldsmith, President � �� Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly y Telephone(631) 765-1892 Elizabeth Peeples �� Fax(631) 765-6641 44 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD May 30, 2025 Cole Environmental Services 425 Montauk Highway East Quogue, NY 11942 RE: THE MICHAEL E. & CHERYLYN R. FOSS JOINT REVOCABLE TRUST 775 HILL ROAD, SOUTHOLD SCTM# 1000-70-4-27 Dear Mr. Cole: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, May 14, 2025 regarding the above matter: WHEREAS, En-Consultants on behalf of THE MICHAEL E. & CHERYLYN R. FOSS JOINT REVOCABLE TRUST applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated March 7, 2025, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on May 14, 2025, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the proposal complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees APPROVE the application of THE MICHAEL E. & CHERYLYN R. FOSS JOINT REVOCABLE TRUST to demolish existing two-story dwelling with porch, paved driveway and chain link fence; abandon existing sanitary system and install an I/A OWTS system landward of proposed new two-story approximately 56'x37' dwelling with an 11'x8' front porch, a 38'x10' covered rear porch with ±7'x10' hot tub; an 18'x12' open patio; construct a 24'x22' detached garage with 8'x11' open air covered walk between the garage and dwelling; install exterior basement stairs on west side of dwelling and two basement egresses on east side; install a 22'x10' swimming pool, pool drywell, pool equipment area, and pool enclosure fencing with gates; install A/C units and a generator; install a pervious driveway; and install gutters to leaders to drywells to contain roof runoff; establish and perpetually maintain a 15' non-turf buffer along edge of bulkhead; all as depicted on the site plan prepared by Charles M. Thomas Architect, received on May 19, 2025, and stamped approved on May 27, 2025. Permit to construct and complete project will expire three years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, Glenn Goldsmith President, Board of Trustees k NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY @ 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 November 25, 2024 Mr. Michael Foss Re: Application ID 1-4738-05046100001 42 South Ash Street 775 Hill Road Denver, CO 80246 Southold, NY 11971 SCTM #1000-70-4-27 ARNO-DEP Dear Applicant: Based on the information your agent submitted,the New York State Department of Environmental Conservation (DEC) has made the following determination. The portion of the referenced property landward of the existing bulkhead more than 100 feet in length and originally constructed prior to 8/20/1977, as evidenced on DEC IR photograph#711, and as shown on the Survey prepared by RODERICK VAN TUYL, P.C., on Sept. 19, 1973, is beyond the jurisdiction of Article 25 Tidal Wetlands. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6 NYCRR Part 661), no permit is required for work occurring at the property landward of the jurisdictional boundary described above. Please be advised however, that no construction, sedimentation, discharge, or disturbance of any kind may take place seaward of the jurisdictional boundary without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within DEC's jurisdiction which may result from your project. Such precautions may include, maintaining an adequate work area (i.e., a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from local municipalities or other agencies. Vd truly yours, d Sherri L. Aicher Regional Permit Administrator SLA/mcd CC: Cole Environmental Services Scott Packman BMHP File tw C9RIC Department of rrvr Polown Environmental Conservation Charles M. Thomas R.A. PLLC 206 Lincoln Street " 1'"° 1 0 Riverhead, NY 11901 e-mail: 1 � w p. July 9, 2025 Attn: Town of Southold Building Department ReTroposed Project at 775 Hill Road, Southold, NY—Natural Gas Service Confirmation SCTM#: 1000-70-4-27 Dear Tracey Dwyer, I am writing in reference to the proposed project at 775 Hill Road, Southold, NY. Please be advised that this property does not have an existing natural gas hookup. As such, no gas service disconnection is required for the scope of work proposed. Should you require any further information or documentation to support this, please do not hesitate to contact me. Sincerely, � Moll f ,^ yn � " Karl es Tho II u -6.3+ F (-J ,JICL,, E,AN' I /.A ONN/...............11, 6 + il. t C 4 'r%k I� � 1N. k, ,.�,., �6 ' '` AERATOR MOUNTING CASTING 4 7 �" ELECT. CONDUIT %4b 6.2 OWTS WIRING PER MFGR. N - + ,5,7 i' if fl :}' . I if(.:n`VIAL () n.;(w'}N S T RI'.IU,n ; Ill CI 141),R '�. " r_4. , f:f 1'( f.,E yrff�!::11 ,1 t ..°YI.E)'f i�",(. ` (� �U": FUJI CLEAN HARDWIRE / 00, OWTS OWTS � CEN 7 CONTROL 6/10/2025 5-0630 PANEL . R-2 ..� , AIR BLOWER 00, ,,ee.. �Y ` NOTE: BURIED ELECTRICAL POWER CONDUITS T A #Y�I���r�'�i...11V..." y - J� �L .QFOr L VN;�....`.r(S) li."� NEW ��f l.m�b�'"�y . ,X �.. .1V..�u,,, �"�" l i %i ', 1''y � �f*I A SHALL BE MIN. 24" BELOW GRADE I� QED SITE� ���� ELECTRIC ONE LINE C Def,;Igin Profess or4l`s (weV°tffil RegLAIred, v} Abandonment of the x~ sfln san�tary system imust be in SI.Abn'olit P JE, or I .A,, CertficatIolr>I For (on-fos -na nce 'with the F)epartr nen t's requirements. The CInstahlatIo 'n and COu stiructIo n of the Sewage DilsIp�.san System PROPOSED SEP" froof Use... m_ ..... .._.. . .. v. __Form WWMC Hrl usa :aONENTS sr avAc EPOLYLo ONLY (Noi A[...L MATERIAL_ CC[-}EE)U1._E 40 ['VC�CP"�'F� ....... 20' SAFTY SCREEN BY POLYLOC (TYP.) HOUSE .EAN OUT MUST BE INS FAI..LED TO PROVIDE ACCESS'TO'THE.ADAPTER FROM ABOVE (TYR) "� *i`' W PI ELEV. �— `UJI INLET ADAPTOR 45— FINISHED GRADE ROTO- FUJICLEAN CE:N SERIES . ELEV. 13.6' TO GF MODELS AS PREVIOUSI...Y CLEANOUT APPROVED FOR USE BY SCDHS .7 EL' min APPROVED PI %1" [ VER AB" SIDE VIEW WITH 12.83 I/A OATS TANK UJI CLEAN CEN-7 ELEV. 1 .27". vH:::StwO CMD) DIMENSIONS(TYR) NV. EL. 12,63" TREATMENT SYSTEM � � INVERT INVERT ELEV, 1�J. 7 'm 6"SCHEDUI...E 40 END CAP ELEV. ADAP TER&PLUG(.rYP). MUST INSTAI...I...CI...EANOU r TO 6;'— �• BOT. EL 7.5' GRADE.IN ACCORDANCE WITH SCDHS STANDARDS(.SEE INSTAL.A'TION GUIDANCE:NO"rE 7) FUJI CLEAN CEN-7 I A TREATMENT SYSTEM - - 6 BEDROOM HOUSE, SINGLE FAMILY DWELLING = 660 GALLONS PER DAY 6"SDR 35 PVC RISER USE: (1) FUJI CLEAN CEN-7 TREATMENT SYSTEM = 700 GALLONS PER DAY OUTLET SOI_VEN'f WEI..I.)ED PIPING EXTENDED UP TOP VIEW OUTLET GRADE LENGTH LE C�6IN GALLEYS DIMENSIONS(TYP) TO 4"I...ONG STUB OF 4" VARIE..S(FYP) SCHE.'.DUI.E 40 PIPE r CONNECTED TO 1. MINIMUM LEACHING, S"a STEM FOR 5-8 BEDROOM HOUSE 1400 sq 11 SCDFWALI AREA, ° CEN UNIT('TYP) 4 LEACHING GALLEYS;4.0° DEEP (8.5' LONG X 4,75' WIDE:) FUJI CI 2. LEACHING GALLEYS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) LEACHING STRUCTURES. SOLID DOMES AND/OR SLABS. L.ATERtJ_.3INLG-,T 1 ALL COVETS SHALL BE OF PRECAST REINFORCED CONCRETF (OR EOUAL). 4, A 10' ral DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAlNEO. PORT ADAPTER.AI._1 5, AN 8° ruin, DISTANCE BETWEEN ALL LEACHING GALLEYS AND COTS TANK SHALL BE MAINTAINED. . PORTS ARE. 4" OPENINGS(I YP) EXTRA IN[...F..r CAPPED VIA 4"SCHEDULE 40 40 ADAPTER& PI...UG OR CAP(TYP) .... ..... ...... ...... ......� ...... . — .... w... .... ... .... ..._. ..m. . _..m .... __ .. ._.. SITE FOR WHICH THEY WERE PREPARED. REUSE„ REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROH1131TED E}(CEPT BY WRII7EN PERMISSION FROM THE ARCHITECT, TITLE IO THESE PLANS SHALL REMAIN WITH THE ARCH E A l UBI...IOA[ION SHAI...I... BE RESTRICTED r0 THE ORIGINAL r�I I FEB. 22 2025 /MpRo-F15.11 V f O P(/eL /C w'4 T£R & SILT W/SAND (CL&ML) 14.6 ;ML) 4` +15.19 .AND (SM) LAND (SM) FEW SILT \ \ '\. ®CATV+ 15.0 C` 68 S3, +15.30 /tit, SAND (SP) \ 15.0 SO" QV 15.3+ 15.2 +15.24 f0 COURSE SAND (SW) kv T?. '17 ON aR s, 14.9 O +1 ' IWN FINE TO COURSE SAND (SW) F` �0 15.+3 I �\ + .•O(7 cy -'- --.- IEX i / +.00 ' qzkpba / 1 , "9 4. /?' �0 0 ( 14.3 Pop � +15. Jcb_7t6 wli�!Wt)7y 0 E . 7 e rp� FO/I+0 / =t?` i 14.6 WATER c 1,3. _ f o CY CV r / . 1A9 ! \ � ,0001 tl 4i�eo 13.2 7?j '`� 13.8 it Ree��Mc { se of all floor levels of a s sw :_ / H \ % 1 , N.S including attached cc�trio '�r 'oi��,� � �' D PLI k A less than six feet ,# 1 . � /tip Fo 11.9 R ft f exterior walls or from Ming two buildings. ig height in excess of +11.20 Iross floor area. The of overhangs less than N ex , c os, decks; opens 2,1 IN attics. Accessory +T7 � excluded, except any 1� +11.1 11.3 \ 1 .7 \ _ 11.9 rted to habitable space. .` ft \ o ided in the gross floor \ "•�� ` 7 + 9.3 +10.8 7-6 \E/W TO a r, TT feet of lot area: 2,100 -ea in excess of 10,000r' a \ of square feet maximumrRFe + 8.7 +s 26. F ALLOWED 3.1 ® --6.r +6.2 -5. R _ � o � i R� g f s30 ` � +-4.4 >_ N 3 +4"N -. 6/10/2025 00, !TiAPP = 1 'ROPOSE® SITE PLAN ^ Desngn P3 fessi( CALE: 1: 20 ADandonment of existing sanitary SyS H rn-Ust be � ub_II L confo man with tie Department's r ig s. I�sE it ti � ( s le i comp etedform WWW080 as proof Use i ALL MATERIALS SCHEDULE 40 PV � _ - 5 a 10 ss-csso�� r7o- THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. -- i 1 � ARCH ITEC / 11 11 111 111111 l7i 1 Y III I 1 11 lill III III I I i I I I I I I I I I I I I I I I i I I I I T I / / ROOF SELECTION SHIN OF GLES PER \ REVISIONS D E S C R I P T 1 0 N OWNER \ / 11 \ 6/10/25 PERMIT SET / 1 11 1 11 1 1 11 1 H I I \ / - - - - - \ ROOF SHINGLES PER \ SELECTION OF OWNER \ / rSHINGLE SIDING PER T.O. DORMER PLATE \ � 7'$E�ECTIQN ,OF AWN6R, / A 21 - T.O. PHEIGI LATE HEIGHT \ \ T.O. WINDOWS \ / ROOF SHINGLES PER / \ / SELECTION OF OWNER Li I \ / \ T.O. DORMER PLATE KIGHT -- AC 050 AC 1050 1 �/� \ L I T.O. WINDVNS 0 io 1" X 8" FASCIA W/1"X2" OVER / 1" X 8" FASCIA STANDING SEAM METAL �F \ CW 640 ACWZ64C F ROOF m 1111 / ROOF SHINGLES PER T 9po T.O. SECOND FLOOR \ W 1 X2 OVER SE�EC710NINOFEOWNER SELECTION OF OWNER r } o T.O. PLATE HEIGHT - - - \ i HI A I IN \ 1" X 6" FRIEZE BOARD 1" X 6" FRIEZE BOARD I( i SHINGLE SIDING PER T.O. WINDOWS 1 SELECTION OF OWNER APW 080 TE / \ T.O. WINDOWS 5/4" WINDOW & DOOR SURROUNDS / \ \ (TYPICAL) O I ACW JAC 050 AC 1050 z E ESS TE P T M P o / Go _ AC 050 AC 050 ACW 1050 AC 1050 TE P\ TE P Y MP LTEGI APB AP O4O A D _ HI L I I P �� ��S ��� I =Lj2 $0 SELECTION OF OWNER �` I W 2 80 4 0 T P T P o 0 0 o no /moo no 0 0 o c �- L STONE VENEER � (N�/ ER SELECTION OF OWNER'��� T.O. FIRST FLOOR I �— I_L STONE VENEER �O�O OOUOUOUO�O�O� 0 0 0 0 0 o PER SELECTION OF OWNER)o O O O O O o 0 0 0 0 0 0 0 0 0 ANDERSON SINGLE PANEL B"X8" POST WRAPPED PER PIVOT INSWING DOOR 23'-0" 15'-0" VENEEROBAOE OWNER ON STONE SIDE YARD SETBACK SIDE YARD SETBACK O ® o E FRONT ELEVATION Q -- ry LLI �w (n Z SCALE: 1/4" = 1'-0" � F-- PROPOSED GROSS FLOOR AREA: 3,223 SF Q W FIRST FLOOR GFA: 29202 SF / SECOND FLOOR GFA. 1 021 SF / \ \ ALLOWABLE GROSS FLOG3,226.6o / \ R AREA: SF p � , z / \ \ SEE SITE PLAN FOR CALCULATIONS / ROOF SHINGLES PER 11 Hill \ o / FTTF - SELECTION OF OWNER [IT/ ROOF SHINGLES PER \ r n SELECTION OF OWNER \ V /T.O. PLATE HEIGHT / T.O. WINDOWS ROOF SHINGLES PER 12 \ / SELECTION OF OWNER SHINGLE SIDING 1111 _PER SELECTION 14 \ LOW PLATE HEIGHT OF OWNER \ / Oj 36" HIGH HAND RAIL / uo of PER NYS CODE 111 n OP f \ I � 0 s CW 64 ��F� 1" X 8" FASCIA \ / T.O. SECOND FLOOR +� / F o W/1"X2" OVER \ / T.O. PLATE HEIGHT � - � 9�0 11 \ SHINGLE SIDING PER Charles M. Thomas / SELECTION OF OWNER \ LE T.O. WINDOWS \ a r c h I l e C L \4" WINDOW PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 5 o & DOOR SURROUNDS 1 1 (TYPICA o ' L) I PROJECT 8"X8" POST WRAPPED PER APW4060 APW4060 GARAGE BEYOND SELECTION OF OWNER TEMP TEMP 00 SHIP LAP SIDING PER SELECTION OF OWNER - I o 1 T.O. FIRST FLOOR LL 12 0-4L__j 16 0-4 PROPOSED ELEVATIONS O PROPOSED LAP POOL CV 23'-0" PARTIALLY EXPOSED POOL 2' � " MAXIMUM ABOVE EXISTING L/ 'Q� ' 21'-0 SURROUNDING GRADE zct) � DESIGN CRITERIA PROJECT No.F DATE: 6/6/25 DRAWING BY. MC CHK BY. DWG No. E SUBJECT TO DAMAGE FROM REAR ELEVATION GROUND WIND SEISMIC WINTER ICE FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING USE/ HEIGHT AIR TYPE OF SNOW SPEED DESIGN FROST DESIGN SHIELD HAZARDS LOAD LOAD SUCTION LOAD OCCUPANCY FREEZING CONSTRUCTION LOAD CATEGORY W��Mo (MPH) LINE TEMP. REQUIRED AYMENT CLASSIFICATION INDEX 1 of 10 WEATHERING DEPTH TERMINATE DECAY REQUIRED 9AT 20 130 B SEVERE 36• MODERATE SLIGHT 11 Y E S FROM 1998 40 PSF 20 PSF PERIMETER EDGE ZONE - 6.72 PSF EDGE ZONE — 35.6 PSF RESIDENTIAL 34' 599 TYPE V TO TO HEAVY MODERATE FIRM MAPS INTERIOR ZONE � 51.4 PSF INTERIOR ZONE � 28.9 PSF THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. <<00 `� 12 gry t. o ` ..., SHINGLE SIDING PER SELECTION OF OWNER REVISIONS DESCRI I ION 6/10/25 PERMIT SET 1" X 8" FASCIA W/1"X2" OVER 12 9 A 21 T.O. PLATE HEIGHT ROOF SHINGLES PER T.O. WINDOWS CW 64 SELECTION OF OWNER ROOF SHINGLES PER 111 11111 / III SELECTION OF OWNER T.O. DORMER PLATE HEIGHT 36" HIGH HAND RAIL PER NYS CODE 12 000, ao ro T.O. WINDOWS 8 m / \ 12 10 CW 64 CW 64/ ! O� 8 I T.O. SECOND FLOOR 1) \ / T.O. PLATE HEIGHT _ 1 X 6 FRIEZE BOARD T.O. WINDOWS T.O. WINDOWS 5/4" WINDOW 1 & D)OR SURROUNDS o EA W A W A W (TYPICAL) 26 0 2 0 2 0 - TE P P p 8"XB" POST WRAPPED PER SELECTION OF OWNER I ro co 77 - k T.O. FIRST FLOOR T.O. SLAB ------ PROPOSED 101 CLOPLAY O.H. DOORS CLOPLAY O.H. DOORS 8"x8" POST WRAPPED PER LAP POOL W AS SELECTED PER OWNER AS SELECTED PER OWNER SELECTION OF OWNER ON STONE VENEER BASE 3216 TEMP N IJ II III II� — PARTIALLY EXPOSED POOL 2' E I IIIIII I I II IIII I MAXIMUM ABOVE EXIST ING TE BASEMENT ACCESS STEPS SURROUNDING GRADE 0 SIDE ELEVATION � IM O26 F- 0 }- 3 SCALE: 1/4 = 1'-1 I I I II t L � 0 di III Q 0 ry W s Lu (� z t I J Cc E w 0 12LO � r 9 z (SHINGLE SIDING PER SELECTION OF OWNER 0 p 00P� �nnL �6 0 V / LL 9 - �0 12 O T H I OFE AYE i ROOF SHINGLES PERkCW264O ACW Zi ROOF SHINGLES PE 1" X 8" FASCIA __ _ __-_ _- SELECTION OF OWNER SELECTION OF OWNER W/1"X2" OVER \ / 1W/1"X2"FASCIA OVER --- - - - -- Charles M . Thomas SHINGLE SIDING PER 1" X 6" FRIEZE BOARD 1" X 6" FRIEZE BOARD SELECTION OF OWNER a r c h i t e c t A N 2 20 PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 5/4" WINDOW & DOOR SURROUNDS (T Y P I C A Q SHINGLE SIDING PER SELECTION OF OWNER PROJECT All A W 260 260 i STONE VENEER )O CQ O O O O O O O cCpER SELECTION OF OWNER / PROPOSED ELEVATIONS O O O O O O O O O o 0 DATE: 6/6/25 PROJECT No. SIDE ELEVATION DRAWING BY. MC E CHK BY. 4 SCALE: 1/4" = 1'-0" DWG No. 0- 002 O ~ " 2 Of 10 r THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. i THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. � � to c� �'' �`i` � •`�G 18,-0" 38'-0" 9'-0" 9'-0" 10'-0" 19'-11" 8' ® REVISIONS DESCRIPT ION JUL 1 0 2025 6/10/25 PERMIT SET 7/9/25 BLDG DEPT COMMENT I Bu;Idinc4 Departrrbent Town of 5®untold OPEN PATIO PROPOSED BLUESTONE ON SLAB LAP POOL o FINAL SPECIFICATIONS PER 100 OWNER/ POOL CONTRACTOR. COORDINATE DESIGN WITH ARCHITECT 11-0. 20'-0" '-0 4'-9" 15'-9" 17'-0" J 6' (2)APEWP060 I AT (3) 11 " ML HEADER LlICIil 8"X8" POST WRAPPED PER c 00 I I 00 SELECTION OF OWNER (TYPICAL : 0 0 0 17'-0" 0 0 38'-0" OF 3) PROPOSED I 1 u 1 to 0 1 I I I cn ; w L — J L — L L — J V N 7 DINING _ o COVERED _ o 0 0 00 � 1'-o B. o I Q LQLI TRAY CEILIN S TO HEIGHT OF 14'-6" I O PORCH = L (MA) HEIGHT 15'-0") L 1 0 ~ N I - F_ - -1 F - -1 I J BLUESTONE ON SLAB 0 ^� I o I O O O 1 � 1 2"X10" CJ ® "X10" CJ 0 12"X10" CJ 0 16" O.C. 16" O.C. 16" O.C. 16080-4 12080-4 KI CHEN �, __ __ -ZI TRAY CEILINGS TO HEIGHT OF 14'-6" I HEADER FLUSH IN FLOOR HEADER 5"X5" STEEL TUBE (MA HEIGHT 11 15,-0") COLUMN SYSTEM II III I I � (3 N m I VANE I 20'-0" 1T-0" o o io I F. JI io z 0 tD 3 J I Q w w 1 Ll 0I I0 IIJ III m N U ZI I J IL 1 1 V-10" I 1 =� o LINE OF TRAY CEILING 14'-6" 4 I I ISLAN L I w I IW - - - - - - - - 0 $ I I DW I a 1 I I = II l a. I m PRIMARY — 1 LB I H o KING o CV ® ® o I I I o N I BEDROOM BED I I I o0 1 F O O TRAY CEILINGS TO z FE= II I 1 I I Q 7)2 I 14'-6" O L w w ¢ m G R E A T „ (MAX HEIGHT 15'-0") 0 - - - - - - - - ® i 1 1 I z I l < I I I i�i R 0 0 M o ® �° o a n I— I— w w ( 3 ( I w N U I '—� LINE OF TRAY CEILING 14'-6" iv I L N 10'-0" CEILING HEIGHT l rno z O U O �/ w o w I I = l a w io (� z W`I I w I � w 00 c. o I �o J I n � I I ~ co to 4�-0" 5'-0" — II I I a ® -J SMOKE Q w 3 w O�--DETECTOR Of W 0 0 3 F- _J _ - m w w LINE OF WALLS ABOVE I I I J Z X Q 1 11 7 8" TJI FLOOR JOISTS I 1 _HEADER cv Q = I 560 SERIES 0 12" b _ —J 0 1 I I 2' 4" 4 8 — — — g'-6" — AY BREEZEW _ (n 0 5"XS" STEEL TUBE — O -0" COLUMN I ui �6 N U LINE OF (80 SF AND NOT"MORE THAN coLO 6"X6" COLUMN WRAPPED V) - O h COVERED 0° PER SELECTION OF O O WALLS ABOVE I IN ANY DIRECTION) I Q- w ° q• 4"x4" POST J LINK a ZERO (TYp) OWNER (TYP OF 3) U O N I O �-- m — — — — HEADER DROPPED = CEILING o ® W.�, CLOSETN I -�" HEADER HEIAADERco� —_ — — — — — —_ — 10'-0" 0 4"x4" POST I 5'-8" - - 8'-10" 4"x4" POST (TYP) HEIGHT W 10'-0" 00 1 11 -6 10'-0" I (NP) p o. SMOKE H W CEILING 1 PANTRY ti°� 3:j (o o ®~DETECTOR �O (n HEIGHT 0 ' PTION FOR DOOR FOR DUEL ACCES o m Q CARBON ^ w O I 1 10'-0" CEILING HEIGHT I PANTRY OR ADDITIONAL SHELVING z¢I I= BOX OUT COLUMN FOR MONOXIDE �L (� SYMMETRY IN THE FOYER DETECTOR _ _ _ _ _ _ J DN 16R UP 16R = _ - - — — — — — — —HEADER DROPPED — — — — — O 10'-2" 4'-O„ LINE OF FLOOR ABOVE 4-5" I �O o 8'-0" O =� BATHROOM �� ELEVATOR PER R321.1 , a yWo 2'-0" �80 1 I '� N x�,I �, 1 SHALL COMPLY WITH ASME ¢ - " o d w o < w A17.1/CSA 644 z 2"X10" CJ 0 16" OC. „� 1 0 Z� �r 1, w w � O � � of 2� O 1; w z v �yo� I PRIMARY BATHR00 I H I I I Q o "�I o �= m FOYER J TRAY CEILINGS TO 11'-6" Wo " I CEILING HEIGHT (MAX 15'-0") —I_ 1 = T_ < " ``� J �OPEN N O olw 4' 0" 4' 0" a 5'-3 TOTO BARREL CEILING SEE I O j BENCH & HOOKS w U TO — — — WASHLET rod ( O'-0" CEILIN � $ = N im I 00 CLOSET J W ABOVE -8 CROSS SECTION) HEIGHT 3 z J I I J I 0 �w c� I = — — — - 2"X10" CJ 0 I $ _2" ° 0 7'-2" 3'-e" � Y 0 W w f, �J " ANDERSON SING of - Z 1 16 O.C. I O� '� 10'-O" CEILING �o I ; 0 0 w TRAY CEILING TO 11'-6" INSWING DOOR D' HEIGHT =w o0 3 - w w — Z" I I ��6 MUD ROOM I WI. C OSET LINE OF ww to o i TIC ACCESS DOOR I in p TUB PER OWNER Z ® J J d' � _ -� SMOKE WALLS ABOVE O -DETECTOR I SELECTION O N w W N VE m _ 5' 0" 9'-2" APW 04O AWPD AC W 250 N SHOWER w N o TEAP 1680 4080 1680 EGRESS o , � — SHOES O N TEMP TEMP TEMP N n n COVERED , Charles M. Thomas ACW21 5 (2)AC 1050 Simpson Strong-Tie TEM FRONT PORCH TE P 2 CAR 0 HDU (CORNER HOLD DOWN) o ( ICAL THROUGHOUT, SEE DETAIL) 4-6" i7 HEADER ' BREEZEWAY 8"-0" X 10'-0" MAX I I - - — GARAGE I o = a r C f'1 I t e C t 8"X8" I ST WRAPPED PER 20'-0" HIGH w NY 11947 631 727-7993 ' $ a (80 Sf ND NOT MORE THAN 10' w COVERED SELECn N OF OWNER ON S NE 15'-0" MIN SIDE YARDI I = O PO BOX 877 JAMESPORT, o I ANY DIRECTION) o VENEER BASE 0 SETBACK 1 00 0 $ 6 I Q I $ ao = _ °D rJ I 5 PROJECT 8'-4" I 4'-8" 2'-6" I 4'-0" 8'-6" 8'-6" 4'-0" 7'-9" 7'-9" o 23'-4" 15'-6 25'-O" 15'-6" in HEADER - 11 j �o ALL DOOR & WINDOW HEADERS AC 050 (2)AC 1050 AC loso 80 y _ N TO BE (3) 11 j" ML UNLESS N N 4'-74" 7'-41" 7'-44" 4'-74" 2 CAR GARAGE OTHERWISE NOTED. i PROPOSED FIRST FLOOR I 24'-0" I FIRST FLOOR 2202 sf PLAN GFA P PROPOSED GARAGE PLAN TOTAL GFA=3223 SF DATE: 6/6/25 (3226.6 SF ALLOWABLE) 1.1 SCALE: 1/4" = 1'-O" PROJECT No. rp PROPOSED FIRST FLOOR PLAN DRAWING BY. MC i 1 SCALE: 1/4" = 1'-O" CHK BY. DWG No. I I A 003 0�0 f } 3 10 i i I f THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. f I I 1 . f 1 1, THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. I 56'-0" i'fa�rpl� •I• r,C' ��� t ctg�e�b'", 'Rww '� J� 4 ° 15'-0" 26'-0" 15'-0" �' `�°'` �' ram` ARCH ITE T 36" HIGH RAIL REVISIONS DESCRI PT 10 PER NYS CODE 6/10/25 PERMIT SET 38'-0" r J J W Zi� BALCONY o U o } SEE BALCONY N °p - I I I =z CONSTRUCTION ='z 1 o DETAIL W 0 Simpson Strong-Tie III I I ill II ill Il-7" 11'-10" 6'-7" HDU (CORNER HOLD DOWN) 1FITIIllFTTT-Iillillillill (TYPICAL THROUGHOUT, SEE DETAIL) 36" HIGH RAIL _ PER NYS CODE FWG 8070 FWG 8070 (3) 11 J" ML HEADER (3) 11 J" ML HEADER LINE OF TRAY CEILING TO 9-0" LINE OF TRAY CEILING TO 9-0" 12'-4" 12'-4" Iq I_ 1 777 0e� QUEEN U O QUEEN QO BED 00 °O° BED $ I I X fn CV i N iD BEDROOM 1 BEDROOM 2 n OFFSET FLUE SMOKE SMOKE FROM BELOW O�--DETECTOR 0�---DETECTOR v (TYP OF 2) 4'-7" HEIGHT I I BETWEEN TOP O ' o I CEILING JOISTS & 20 r 1 I I BOTTOM OF RIDGE I r ^ \ v N w OHO 14'-6" 3'-6" - FF\s OWER 9' 8" 3'-6 5'-6" N N a jR M BATHROOM �o ° o 125 CFM OOM 2' " 11 ' ML RIDGE o I = 1 WI CLOSET 4 Lo 0 125 CFM EXHAUST ��O I FAN TO EXTERIOR 3 w M oD Q N v �j FAN TO EXTERIOR ° U r) cr TOP OF ° o y01 I I 3'-6" HEIGHT BETWEEN Q j o N — — — -� / 0 JOISTS u �O I° & BOTTOM CEILING OFCOLLAR o o LINEN CL ,O TIES O O CLOSET 1 w tO uj z Q 15'-0" SMOKE Y J I O 0~ DETECTOR o — T LINE OF -7" PLATE HEIGHT a 2'-6" HEIGHT BETWEEN CARBON i� z N 3 0 w TOP OF CEILING JOISTS I ©- MONOXIDE 0 i & TOMF COLLAR t- 25'-0" DETECTOR 0 E Z c DN 16R J Q — — _ 36" H GH HAND RAIL PER NYS ODE I I I/v1 i; 1 11 W UU r ¢ y w I .i FOYER Oco Q I o, k M LINE FIF TRAY11 - OPEN N r- ` TO o o � LLJ Ll BELOW U O LINE OF 8'-0" CEILING HEIGHT W S O I n 3 n uJ t 8' 0" 9'-2" 7'-6" s 4'-8 PLATE HEIGHT FROM SECOND FL SEC LOW PLATE (3) 11 J" ML HEADER 4' PLATE HEIGHT FROM SECOND FL LOW PLATE I 24'-0" APW 080 - (2)AC lill AAN 2280 ( I O pill 11 11 1 TE OP O - TEA P 04 LINE OF ROOF BELOW 15'-6" 7,-9" 7-9„ LINE OF WALLS BELOW LINE OF ROOF BELOW CID I " N SECOND FLOOR: 1021 sf I i ♦ I I `� I 4'-6 8'-6" 8'-6" 4'-6" GFA LINE OF 4'-0" KNEE WALL + + 4( j A 31223 SF I I ` TOTAL GF II - - - - - - - - L - - - - - - - - q — (3226.6 SF ALLOWABLE LINE OF WALLS BELOW LINE OF 6'-6- PLATE ` UNFINISHED ♦ �- LINE OF 6-6 PLATE HEIGHT STORAGE HEIGHTCID ° to 0LINE OF 7'-6 CEILING HEIGHT ATTIC ACCESS DOOR LINE OF 7-6"CEILING HEIGHT to W ML RIDGE _ _ �1 k ML RIDGE W N o Q Charles M. Thomas(/ LINE OF 7'-6" CEILING HEIGHT ° ip `N-� LINE OF 7'-6" CEILING HEIGHT N I M LINE OF 6'-6" PLATE ' ` LINE OF 6'-6" PLATE M HEIGHT _ HEIGHT a r C h I }` e c t P — PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROPOSED SECOND FLOOR PLAN 2 SCALE: 1/4 = 1 -0 I I / I�`' Z In Z a l % I PROJECT E OF 4'-0" KNEE a I w -i w ( (L LINE OF 4'-0" KINI $ e I WALL , U v ° F WALL ° S ito n ♦ 0w I I0 FJ 5 w Iwo �1 01 w z I w w z J J J J LINE OF WALLS BELOW HE ER I LINE OF WALLS BELOW (2)Ac 640 PROPOSED SECOND FLOOR PLAN 3'-51" 3'-5 " 6'- 1 8'-61" DATE: 6/6/25 24'-0" PROJECT No. DRAWING BY. MC CHK BY. P PROPOSED GARAGE PLAN DWG No. 4 OF 10 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. ` ?` 4 �r 56'-0" ��• " � �r 18,-0" 4' c J -4" 33'-8" - - - - - - - - - - - - - - � - �. ARCHITEC00 I 8" POURED CONCRETE FOUNDATION _WALL W/ (2) #5 BARS TOP AND I I LINE OF POOL ABOVE REVISIONS D E S C R I P T I O N I BOTTOM ON 8"X16" POURED CONCRETE FOOTING WITH (2) #5 6/10/25 PERMIT SET I I = BARS CONTINUOUS a_ 16'-8" 8" 7/9/25 BLDG DEPT COMMENT 8" I I00 I 1 I I UNEXCAVATED 4" POURED CONCRETE SLAB FINAL SPECIFICATIONS PER OVER 6 MIL. POLYETHLENE I L — I OWNER/ POOL CONTRACTOR. VAPOR BARRIER ON WELL — — — — — — COORDINATE FOUNDATION COMPACTED POROUS FILL REQUIREMENTS WITH ARCHITECT 21'-O" — — STEPS ABOVE — — I = o 18'-0" I o - - - - - - - - - — r- - - - - -1- � -I � - - - - - - - - - - - - - - I UNEXCAVATED I ' 4'-8" 28-4" 8" 10" �" POURED CONCRETE SLABI 4-8 OVER 6 MIL. POLYETHLENE 8" POURED CO CRETE I VAPOR BARRIER ON WELL _o I I — b 6" P RED FOUNDATION W LL ON 8"Xl COMPACTED POROUS FILL - _ I I 1 1 N wo CONCRE SLAB 1 POURED CONC ETE F001IN13 I HOT TUB ABOVE I o 11 7 8" TJI FLOOR JOISTS b nvFR " „ o inn 560 SERIES ® 12" OC. I I STEEL D K WITH —_— J W o SMOKE ® W.W.M X6 / 00 Q x IQ S 10 0 — — — — DETECTOR 10" � O 0 = 0 I 37' w 8,. I I I I -81,. 1 1 - ALL GIRDERS SHALL BE SHIMMED I L AS REQUIRED IN BEAM POCKETS o — — — WITH STEEL SHIMS (TYP) o wX C9 I o0 F w I I I 16'-4" I HEADER X Z O o 1 38'-0" 1 10" _ z O w0 Of I 2 DOUBLE 11 7/8- 0 TJ FLOOR " I o -j o 10 P.C. FOUNDATION WALL 9' HIGH I U J OISTS 560 SERIES 16 OC. a W 3 I I UNDER ISLAND 1 WITH #4 BARS 48" O.C. VERTICAL I 0D 1 w 3 X o ALL GIRDERS SHALL BE SHIMMED & HORIZONTAL ON 10"X20" POURED LLB 4 x Z v w I 16'-11" AS REQUIRED IN BEAM POCKETS CONCRETE FOOTING 1 I 1 S F p Z It mom z= WITH STEEL SHIMS (TYP) W/(2) #6 BARS CONTINUOUS I = U a F OD =) Of I I o N o � NOTE: ENTIRE CEILING SHALL BE I I- ZaJ I I I I 0 o. ?_�� � o SHEET ROCKED WITH 1/2" TYP 'X' I � Q 0o z J - 1 m_j I o ®�—DETECTOR 0 ® FINISHED BASEMENT � I W - - - - ( I o z Z F I N i 9 -0 CEILING HEIGHT ( o I Q a I _ 4" POURED CONCRETE SLAB � C! Q 0 m I �K4 w OVER 6 MIL. POLYETHLENE 1 � Of I ``�1- oj I j ao o VAPOR BARRIER ON WELL Ld o 3 V) Iw I I n i. COMPACTED POROUS FILL n =I I I M LL 0 w I = , 1 1 M DROP FOUNDATION WALL TO 5 L� SMOKE .. MEET SLAB CONTINUOUS 8DETECTORM F O FOOTING I i Q �_D" 3 1/2" STANDARD STEEL—�---- o I PIPE COLUMN ® I 1 — Q 00 ON A 30"X30"X15" DEEP L .+. J _ I I I �� `N o POURED CONCRETE FOOTING. _ — — — (TYP) I j I b' o � 10'-0" w M `� } " I I UNEXCAVATED I (n r — �_47 _ r — POINT LOAD ABOVE � — � � — � o I I N' I 0 - - -I�-I- - - _ 11 7 8" ML GIRDER $�1 _ _ — — I 11'-6" 8" 8'-8" 8" 2'-6" LO L _ J L J POINT LOAD J L J L _ J L _ J I I I I 6'-7" I O ABOVE � — — — — — — —10" I 6'-8" 7'-9" 8'-5" 8'-10" — — —10-1"�- — 6'-3 „ 6,-3 " I I Q I I —co — — — — — — _ N CL (3) 11 7/8" ML GIRDER FLUSH SMOKE ItT, 7/8" ML GIRDER = SMOKE m I UP 15R ®~ DETECTOR FLUSH O`—DETECTOR I3 W Q I I I 3'-3" 0 J X0 w I c3 � — — o o CARBON = N J Icy w Q I I 8" POURED CONCRETE FOUNDATION J cn W ©--MONOXIDE 07 I I WALL W/ (2) #5 BARS TOP AND � — w J N DETECTOR 1 ,� o 4'-5" ELEVATOR PER R321.1 I — — OLL c� — — o ® o SHALL COMPLY WITH ASMEBOTTOM ON 8"X16" POURED � zO w w w a awe W \ A17.1/CSA 644 mo o — } 0 rn O o � I - - - I I CONCRETE FOOTING WITH (2) #5 zaoi � 0W �' 16'-5" „ BARS CONTINUOUS o U)O e 0 w w r 8 POURED CONCR TE I I a I I M SMOKE J I N J J M SLAB TO SLOPE o w N 1 �w Os DETECTOR � I o I 1 ELEVATOR PIT / FOUNDATION I FOUNDATION WALL ON 8 X 6 DN. TO DOORS z w o aD = o ro = PER MANUFACTURERS SPEC I POURED CONCRETE F FOOTING I I DROP FOUNDATION °p " O z I I t` co \ \ \ \ PROVIDE 5/8" TYPE "X" GYP. BD. I 36 MIN BELOW GR DE w O F= u� n 8'-0 a WALL TO MEET ^ (3) 11 7/8" ML GIRDER ON CEILING ABOVE FURNACE FOR r SLAB CONTINUOUS - FLUSH = AT LEAST 3'-0" ON ALL SIDES AS I S I I z ( , 3 I I UNEXCAVATED I FOOTING I I 13'-10" , 1 = 1 26'-8" vI Iv 1 PER N.Y.S. CO 3�_10" I 10" I 3'-8" a� 4" POURED CONCRETE SLAB o I I oo OVER 6 MIL. POLYETHLENE — SMOKE I iv b VAPOR BARRIER ON WELL O~'DETECTOR o = CARBON HWH N I I N COMPACTED POROUS FILL — O (D—MONOXIDE — L_= Fr � F HEADER F o L _1 DETECTOR B O I L E P, I I I I I o 04 I FULL BASEMENT 1 =I I o N I I I Q z I �. - - - - - - - - I 4" POURED N CONCRETE SLAB - I - 10" 9'-8" 10" to z a o 5'-6~ UNEXCAVATED I I 11 - - - - - - - - - - = I I oM SLAB TO SLOPE o I I DN. TO DOORS a N I Y I "�' _ _ _ _ _ I Charles M . Thomas " POURED CONCRETE SLAB — `'� z w o rn (OVER 6 MIL. POLYETHLENE I o S = VAPOR BARRIER ON WELL I S I I o�z I ^^ I S 6 I I COMPACTED POROUS FILL 6'-10" 11'-4" 6'-10" + } ao 15'-6" I 5 I1 11 I Q O Z 5 a r C h I l e c L 25'-0" x I ( PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 15'-6" 11'-6" 8" 8'-8" 8" 2'-6" o 8" 22'-8" " 1 10'-0" I I L- — — — — — — — 6-7 — — — — — — —I 771 PRO.IECT 0D >n 0311. 24'-0" UNEXCAVA N '- N N PROPOSED FOUNDATION PLAN _ P PROPOSED FOUNDATION PLAN 3 SCALE: 1/4" = 1'-0" DATE: 6/6/25 PROJECT No. P PROPOSED GARAGE FOUNDATION PLAN DRAWING BY. Mc _ CHK BY. 3.3 SCALE: 1/4" = 1'-0" DWG No. qAT �- 005 00 5 OF 10 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTAASUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. r THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW PORK STATE. — — — — — LINE OF POOL ABOVE 8 POURED CONCRETE FOUNDATION s WALL ON 8 X16 POURED Ar e CONCRETE FOOTING ter: ARCHITEC FINAL SPECIFICATIONS PER UNEXCAVATED OWNER/ POOL CONTRACTOR. 4" POURED CONCRETE SLAB I COORDINATE FOUNDATION OVER 6 MIL. POLYETHLENE — — — — — — — _ REQUIREMENTS WITH ARCHITECT RAFTER TO WALL VAPOR BARRIER ON WELL STEPS ABOVE I CS16 (14) 1Od x 1 1/ " FAS REVISIONS D E S C R I P T 1 0 N COMPACTED POROUS FILL — — — — — — — — — I ( O O STUD 1TOd BAND JOIST FASTENER 6/10/25 - - - - - - - - - - PERMIT SET MTS16 D35 UNEXCAVATED 4" POURED CONCRETE SLAB 28'-4" OVER 6 MIL. POLYETHLENE o VAPOR BARRIER ON WELL �610 I COMPACTED POROUS FILL MTS12 Ld UNFINISHED 0 N STORAGE HOT TUB ABOVE U orn 0 3 �to BEDROOM 0 I LTP4 LTP4 w i in Q X N e w u SMOKE Uplift connectors shall w Qs —DETECTOR 37'-0" I bypass each other to D10 -0" LTP4, spacing as required for prevent cross-grain �0� shear. SSP spacing for uplift. tension of band joist. 15'-8" O SILL TO RIM JOIST FURRED"OUT CONC. WALLS ALL GIRDERS SHALL BE SHIMMED (12) 8d x 1 1/2" FASTENER �s W/2 x4 METAL STUDS AS REQUIRED IN BEAM POCKETS RAFTER TO WALL >O ® 16" O.C. & SHEET ROCK WITH STEEL SHIMS TYP R-15 INSULATION ( ) SCALE: N.T.S. =X (TYPICAL THROUGHOUT) Q NOTE: ENTIRE CEILING SHALL BE W w SHEET ROCKED WITH 1/2" TYP 'X' _ 1 o T s'-o" �" BATHROOM °� Q FINISHED BASEMENT Ridge Beam �HOWER ° 3'-11" °� 9'-0" CEILING HEIGHT w w 4" POURED CONCRETE SLAB GYM ;� OVER 6 MIL. POLYETHLENE VAPOR BARRIER ON WELL 0 o Qs DSMOKE ETECTOR COMPACTED POROUS FILL �6� oLU F I t RIDGE - t°1" 15'-1" 2—0" 19'-1" r� ... _ — — - zr LIJ 0 RAFTER I I } w REC ROOM MSTA Q V) _ 0 LL 3 3 W 00 jI _J F- J w D58Z 0 W BEDROOM o moo, °�° I "' Simpson Strong Tie O —DETECSMOKE TOR0 - WITH CEILING COLLAR TIES 032" O.C. ~ w In X — — - O f_ ��tTEEL4FRAMED f CS-20x18 MIN. WITH (7) 10d COMMON NAILS GLASS WALLSim son Stron TieQPER RAFTER INSTALLED OVER PLYWOOD p 9- ,�a s"xs" COLUMN WRAPPED 4. RIDGE STRAP TIE 0 O N PER SELECTION OF °� " o -� ADJUSTABLE HANGER 11 ' IL, OWNER (TYP OF 3) SCALE: N.T.S. -�ALE: N.T.S. W 3'-10" LINE OF DROPPED SOFFIT ao �r t mar d SMOKE rF) rv) CLOSET N LINEN CLOSET �O of I �s DETECTOR �6 } +r J IJ 0 CARBONw _J O to I I ©---MONOX DE 0 N = L- %>O 1° DETECTOR SMOKE (� O r �L° p w O~DETECTOR 3 w Q _1 I -(�� �� UP 15R In = OFFICE 0 0 af w �ri I Z I Q 5O `�°4'-5" I LAV LAV I� ECLOSET r n O 0 W.C. 00 0WER I O W � 13'-10" — — 4'-0" 8'-10" 1 12'-0" n W 3'-104" L�J = LAUNDRY = LO WINE o Nm- SME o Zm DETECTOR CELLAR — — — ��m — — PROVIDE TILED SHOWER A z -- PAN W/DRAIN 0 WASHER, MECHANICAL PROVIDE TRAP PRIMER ® PROVIDE 5/8" TYPE "X" GYP. BD. DRAIN. VENT DRYER TO (n EXTERIOR ; ROOM ON CEILING ABOVE FURNACE FOR v , 8'-0" AT LEAST 3'-0" ON ALL SIDES AS PER N.Y.S. CODE o SMOKE I �O�O o QS DETECTOR H WH rM xoor VIM noon CARBON 9' ©_—DMONOXIDE ETECTOR B O I L E R ROOF UNFINISHED = _ L m STORAGE 8'-0" CEILING HEIGHT i I }tny I TO BTM OF STEEL AM INC. HOUSE . . I LAV I LAV C• I LAV ova UNEXCAVATED ar 4" POURED CONCRETE SLAB FLOOR OVER 6 MIL. POLYETHLENE t ,trt t-t/2' Litt f VAPOR BARRIER ON WELL _ COMPACTED POROUS FILL _-i ¢-ri � I -r-- t-t/ri� 4>411! FRESH AIR INLET I W.C. I LAV D/WASHER ISINK I ow C. I LAV I uv 4—] �"°"�RI FIRSTCharles M. Thomas 6 FLOOR r r / �r t t-I/t ,-I/t t IT _J CONNECT TO APPROVED I n J a r C h I t e C t m F F.A.I. do SANITARY srsTEM r__ t t _�.�� ---, PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 m� 0 $-ri o_J o SLAB TO SLOPE _ Q I—to WASHER I I W.C. I LAV I LAV PROJECT Li Z I SHOWS I DN. TO DOORS Z w o p z BASEl,ENT ao I-o UNEXCAVATED P.V.C.PIPE PITCHED . 4" POURED CONCRETE SLAB EJECTOR PUMP AS PER N.Y.S.CODE OVER 6 MIL. POLYETHLENE VAPOR BARRIER ON WELL COMPACTED POROUS FILL PLUMBING RISER DIAGRAM PROPOSED BASEMENT 8" POURED CONCRETE FOUNDATION " " PLAN WALL ON 8 X16 POURED _J ; CONCRETE FOOTING _J z SCALE: N.T.S 3 � m0 SLAB TO SLOPE, F0-10 U)LL_ DATE: 6/6/25 DN. TO DOORS o I-? PROJECT No. Z LLJ p DRAWING BY. MC O O Z ? CHK BY. n-H Z DWG No. o P PROPOSED BASEMENT PLAN A 006 0 1\1° 4 SCALE: 1/4" = 1'-0" 6 of 10 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. I (n N 8" POURED CONCRETE FOUNDATION THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. WALL W/ (2) #5 BARS TOP AND - - - - - - - - - - - - - - - LINE OF POOL ABOVE BOTTOM ON 8"X16" POURED CONCRETE FOOTING WITH (2) #5 BARS CONTINUOUS : _ UNEXCAVATED 4" POURED CONCRETE SLAB FINAL SPECIFICATIONS PER 1` `' -".� .. ' ARCHITECT OWNER/ POOL CONTRACTOR. I �� OVER 6 MIL. POLYETHLENE COORDINATE FOUNDATION VAPOR BARRIER ON WELL L — — — — — — — — REQUIREMENTS WITH ARCHITECT COMPACTED POROUS FILL STEPS ABOVE - - - - - - - - � I REVISIONS D E S C R I P T 1 0 N 11 j" ML RIDGE 6/10/25 PERMIT SET LAYOVER UNEXCAVATED FRAME REVERSE LINE OF HOUSE BEYOND THROUGH 0 32" O.C. 1 I I I I ' POURED CONCRETE SLAB 11 �" ML RIDGE / T.O. PLATE HEIGHT OVER 6 MIL. POLYETHLENE VAPOR BARRIER ON WELL HEADER COMPACTED POROUS FILL I T.O. WINDOWS (3 6" PC JRED / / UNFINISHED o CONCRE " SLAB I orI I HOT TUB ABOVE / / ATTIC } 00 STEEL D K WITHry �s w 11 7 8" TJI FLOOR JOISTS W.W.M X6 / / " " " ®�6y `ol w ® 10 0 / 2 X10 CEILING JOISTS ® 16 OC. Q Q 560 SERIES 0 12 OC. / q I w v w w 2"X6 COLLAR TIES �' 0 32" O.C. / �" SHEET ROCK ON CEILING SHEET ROCK ON WALLS IL 2"X1O" C 16/OC. f 2"X CJ,O 16" OC. T.O. SECOND FLOOR — _ — " LINE OF CEILING BEYONDI'l or T.O. PLATE HEIGHT LINE OF BARREL LINE OF TRAY TRAY CEILINGS TO 14�-6" TRAY CEILINGS TO 14'- " CEILING CEILING BEYOND 36" SHEET ROCK ON CEILING HD INSULATION IN COMPRESSED HD INSULATION IN COMPRESSED -HE AIDE R I " SHEET ROCK ON WALLS AREAS AREAS T.O. WINDOWS tD ALL c1R ER S AL B S MM D PRIM RY WI CLOSET PRIMARY s REQJIRED 1 B AM PO KE S BATHROOM = BEDROOM = 4 NITF STEEL SHI F- 0 0 0 EN IRE CEI ING SH LL BE N v a 00 0 SINK I 0 0 AND ALL REAS WITH TILE FIN. LOOR. I -' HET OC ED WIT 1 2" YP 'X' N 0 _� ® FNI H D B S M N 9 in W U B® 9 -O' CE LIN H IGH f Of 12 F- X w POURED w 5x5x} STEEL ANGLE POUR ST T.O. FIRST FLOOR Al 00 O VE 6 MIL P YE HL NE I °0 0 D 11 7/8" TJI FLOOR JOISTS 560 SERIES ® 12" OC. 11 7/8" TJI FLOOR JOISTS 560 SERIES ® 12" OC. — — _ Lu r` ;° AP R AR IE 0 WELL �` � o CO PA TED PC ROUF LL \ a w I Q U) ^ n = (3) 11 7/8" ML NOTE: ENTIRE CEILING SHALL GIRDER BE SHEET ROCKED WITH 1/2" TYP .X. w = 11 7/8" TJI FLOOR JOISTS Z O �- Q — . I ® ROOM OFFICE REC ROOM O L I PROVIDE 5/8" TYPE w Q X" GYP. BD. ON z p CEILING ABOVE 3 1/2" STANDARD STEEL PIPE O ® 0 FURNACE FOR AT COLUMN ON A 30"X30"X15" DEEP _ ° LEAST 3'-0" ON POURED CONCRETE FOOTING. (TYP) �. ALL SIDES AS PER 19 11 8 ML GI DE J N.Y.S. CODE Q -1 4" POURED CONCRETE SLAB Q/ 4 MILL VAPOR BARRIER w Z N (3) 11 /8 M GI PER RFL SH N (3) 1 F8" HL GIR ER ? -w S Q Q 0 0 = _ W Q CROSS SECTION o I 00 in V) N Ld o - I - - o I o I �4_s" - I I 0 0 2 SCALE: 1/4" = 1'—O" L� O � 0 of 00 � ° Ew In cn Ill 0 W w O_ �_ w _� M W a �_ � �- ~ w �' W ~ w' �' W ooN I 1� Ito w O : a0 n L0 __—� - LL fill_ 3) 11 /8" ML GIR MER 'n S O FL H F, 0 3 (n M I = I v ri l Iv ROOF SHINGLES PER V 1 SELECTION OF OWNER M LL H H T.O. PLATE HEIGHT 11 �" ML RIDGE HEADER B O I L R T.O. WINDOWS FULL BASEMENT 4" POURED CONCRETE SLAB r ��o, TYPICAL ROOF CONSTRUCTION UNEXCAVATED 10 ROOFING PER SELECTION OF OWNER 4" POURED CONCRETE SLAB �, °�` OVER 151 ROOF FELT ON 1/2 CDX PLYWOOD SHEATHING. OVER 6 MIL. POLYETHLENE 2»X 0 32 O.C. 'A " " 2 X10 ROOF RAFTERS 0 16 O.C. S VAPOR BARRIER ON WELL ,p MAIN ROOF TO 6 COMPACTED POROUS FILL ooF s® LAYOVER 2"X1D" CEILING ��.. TYPICAL CEILING CONSTRUCTION +,moo JOISTS o 2" X 10" CEILING JOISTS 0 16" O.C. N v7 N T.O. SECOND FLOOR ti W/ R-49 BATT. INSULATION T.O. PLATE HEIGHT HEADER BARREL ROOF " SHEET ROCK ON CEILINGJ ABOVE TUB J" SHEET ROCK ON WALLS T.O. WINDOWS PRIMARY II BAT ROOM TYPICAL WALL CONSTRUCTION Charles M . Thomas 8" POURED CONCRETE FOUNDATION SHIP LAP SIDING PER SELECTION OF OWNER W TYVEK HOUSE C WRAP 1/2 CD X PLYWOOD SHEATHING ON 2 X 6 WALL h I t E C t WALL W/ (2) #5 BARS TOP AND Q c� o WALK IN I O STUDS 0 16" O.C. R-21 INSULATION a I» C BOTTOM ON 8"X16' POURED z I TOILET ROOM \ CONCRETE FOOTING WITH (2) #5 zo J 0 b CLOSET PO BOX 877 JAlJESPORT, NY 11947 (631) 727-7993 BARS CONTINUOUS �, TYPICAL FLOOR CONSTRUCTION SLAB TO SLOPE Q~N VANIN BEYOND SHOWER " o w� 11 ;" TJI FLOOR JOISTS 0 12 O.C. PROJECT DN. TO DOORS z w o Toro W/3/4" PLYWOOD SUBFLOOR W/MIN. SOUND PROOF wo O:DWASHLET INSULATION ~Z UNEXCAVATED o 0 T.O. FIRST FLOOR El El0 4" POURED CONCRETE SLAB I I TT-T I I I OVER 6 MIL. POLYETHLENE \ (3) 11 7/8" ML 11 7/8 TJI FLOOR JOISTS 56 VAPOR BARRIER ON WELL GIRDER FLUSH SERIES 0 12" OC. COMPACTED POROUS FILL , 2"x6" ACQ SILL PLATE P PROPOSED FIRST FLOOR FRAMING PLAN TERMITE SHIELD, SILL SEALER, FIRST FLOOR FRAMING 5/8' DIA. ANCHOR BOLTS LINE OF ELEVATOR LINE OF OFFICE 026"-0" Q.G. PLAN & SECTIONS BEYOND WALL BEYOND 5 SCALE: 1/4" = 1'-0" MECHANICAL 10" P.C. FOUNDATION WALL 9' HIGH Q z_ z<0 SLAB TO SLOPE of m ROOM HORIZONTAL NTH #4 RO NO"X20" POURED & DN. TO DOORS Q F PROVIDE 5/8" TYPE "X" GYP. BD. DATE: 6/6/25 o w ON CEILING ABOVE FURNACE FOR CONCRETE FOOTING PROJECT No. z w p AT LEAST 3'-0" ON ALL SIDES AS W/(2) #6 BARS CONTINUOUS p�Z PER N.Y.S. CODE DRAWING BY. MC L� o- S I—Z 5 CHK BY. O 0 < DWG No. ° DA 007 00 7 OF 10 s CROSS SECTION 3 SCALE: 1/4" = 1'—O" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPLIANCE IMTH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. 2"X10" ROOF RAFTERS ® 16" O.C. c Z OPEN PATIO ..E. .. , ' -� ARCH 1TEC 2"X10" ROOF ' Y e - PROPOSED 2"X6 CO R ES LAP POOL RAFTERS BEYOND 32" O.C. FI IS ED REVISIONS D E S C R I P T ION i -o A TI '" 6/10/25 PERMIT SET ��3 if ML HEADER EAD R - - 12 11 �" ILL RIDGE 14 D 2"X10" ROOF RAFTERS 0 16" O.C. PRO DOSED Lea 0 T B w ~ 2"X10" ROOF N o +o, L D I N I N G m o >- C VE ED 0 -Ao RAFTERS BEYOND L ® 0 OR H I BEDROOM 1 2"X10" CEILING JOISTS 0 16" 0. o'p J m iR m SHEET ROCK ON CEILIN ww S 2"X10" CJ 2"X10" CJ " SHEET ROCK ON WALLS 016 OC. I o 0 o I 916 OC. m N 010'-0" AFFL 010'-0" AFFL v I �s 11 7/8" TJI FLOOR JOISTS p 2"X10" CJ 560 SERIES 0 12" OC. ® 16" OC. LINE OF HI H PLATE HE[ HT 11 -6" 014-6 AFFL Z � � ADE ( ) 11 �" M HE DER LINE OF FLAT CEILING BEYOND 1 W K I T C H E N I z " SHEET ROCK ON CEILIN 2'-6" 2' 6" } } II II I I W OF- }" SHEET ROCK ON WALLS U o- w I -(o vwi _ F I X - w co a a i�1 ® w 1 III m LI E OF RAY C ILING 4'-6" 11 0 I 11 LIVING ROOM o KITCHEN o - I 01� I I ^ o KITCHEN ISLAND BEYOND O GARAGE BEYOND N 1 RI AR -1 o L 1 1 w I (� (/> U I y o U 00 1= �= I ` � II N ofN I °�� BEDROOM c> 0.uj w C I o O TR Y CEILINGS MAX X - w I I I ® G E A ® u I EIGHT OF 15-0" N ®v cn � 10 I W R O W 010 w (a I I w ~ w 0 E11 7/8" TJI FLOOR JOISTS 560 SERIES 0 12" OC. L b J = N 10'-0 CEILI HEI T oo N o z 1 I 13 I I p p a w 11 7/8" TJI FLOOR JOISTS 560 NOTE: ENTIRE CEILING SHALL BE \/ z o � n N LINE OF RAY C ILING 4'-6" Z SERIES 0 12 OC. SHEET ROCKED WITH 1/2" TYP 'X' i0 I Q � 0 _ Iz II 113 � = � U J I M I X�° N FINISHED BASEMENT 2"x6" ACQ SILL PLATEZm 41 w ° ® Iwil TERMITE SHIELD, SILL SEALER, O LINE OF WALLS ABOVE I J N v GYM HALL BEDROOM p 5/8" DIA. ANCHOR BOLTS O -El 1 026"-0" O.C.11 I— FURRED OUT CONC. WALLS 01 w " TJ1 FLOOR JOISTS -T I 3 1/2" STANDARD STEEL PIPE W/2"x4"METAL STUDS 10" P.C. FOUNDATION WALL 9' HIGH Z 560 SERIES 0 12" OC. w COLUMN ON A 30"X30"X15" DEEP 0 16" O.C. & SHEET ROCK WITH #4 BARS 48" O.C. VERTICAL & p Q O L E OF POURED CONCRETE FOOTING. (TYP) R-15 INSULATION WAL S ABC HORIZONTAL ON 10"X20" POURED (TYPICAL THROUGHOUT) �— ® CONCRETE FOOTING 4" POURED CONCRETE SLAB 4" POURED CONCRETE SLAB �- cn W 2 BARS CONTINUOUS Q W HEADER _ ADE w) U 4 MILL VAPOR BARRIER 4 MILL VAPOR BARRIER /� I. LOST w Z PANTRY ® ® w n cn iv " " 2"X10" CJ III� f- N �- N � I- o = wU wCi Lo ® 16" OC. w I w O 10'-0 CEILI G HEI HT \ w O 1— . 4 ® 10'-0" AFFL = n N V) _ N n N DN 16R U 16R HEA R S CROSS SECTION o I n 'IV LINE OF FLOOR ABOVE I W O J 2"X10" RR 4 SCALE: 1/4" = 1'-0" (f) Q 1 a 1 0 U o 0 0 16" OC. w w Z TRAY 0 Lo FOYER = W = W PRIMARY 2"x1o" CJ �- -J( �N Joc Q �— o OTON �� � 0 11'-6" AFFL } 56" ANITY ABOVE v O 11 M HE ER v BARREL CEIL G (SEE 0 O CROSS SECTION) ((//�� 2"X10" RR 2'X10 CJ 2"X10" CJ 0 0 2" 10" V l ® T6" OC. 0 16" OC. I I. C OS T I " 0 ® 11'-6"" AFFL 0 10'-0" In 01 0" MUD ROOM (3) 11 �" L HEADER (3) 11 �" ML ADER I AFFL N ® w L -41 In N---2"XlO" RR a 0 16" OC. o F TRAY o w COV RED COV RED z ; W FR NT PO CH T.O. PLATE HEIGHT LINK `V ® vwi 11 �" ML RIDGE HEA ER T.O. WINDOWS Q � U p cO 2+gyp,. _ = O =LLJ .10 O SINGLE PLY RUBBER ROOFING x 00 OVER 45# ROOF FELT ON 3/4" I N ® o ���v� 2"X6" COLLAR 11ES �9� � m CDX PLYWOOD SHEATHING. 2"X10" �P 0 32 O.C. �� 10 ROOF RAFTERS 016"O.C. PITCH ROOF FROM (:ENTER c�o ®, 2"X10" CEILING JOISTS ® 16" O.C. o T.O. SECOND FLOOR Charles M . Thomas BARREL CEILING ABOVE TUB T.O. PLATE HEIGHT 1 PRIMARY BEYOND a r c h i t e c t BATHROOM PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 T.O. WINDOWS P SECOND FLOOR FRAMING PL N O ww O PROJECT I 6 SCALE: 1/4" = 1'-0" o I = _ O 0 I 0 0 00 - ACW21050 AC 050 o LLJ N Cn TE P\ /T M P p OS 1 W W HOWER s N T U B I PER SELECTION OF OWNER T.O. FIRST FLOOR SECOND FLOOR FRAMING I I 11 7 8" TJI FLOOR JOISTS 560 PLAN & SECTIONS 2 A I o / G A A G I SERIES 012" OC. 0 20' 0" HI I p = DATE; 6�6�25 PROJECT No. O DRAWING BY. MC 15-0" M N SIDE YARD Q SETBACK I w O poi CHK BY. I �T. E INTERIOR ELEVATION OF PRIMARY BATHROOM DWG No. A 008 0 FLW 23' 4" 1 SCALE: 1/4" = 1'-0" e of o ACW21050 (2)ACW21050 ACW21050 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED To THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTAASUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. FRAME REVERSE THROUGH & LAYOVER MAIN ROOF dF ACW2640 C-) 11 7 z _ r.i lr 36" HIGH RAIL G e LINE OF WA S BELOW I PER NYS CODE AF30HITEC 2"X10" ROQF RAFTERS 2"X10" ROOF RAFTERS "I° BALCONY =o 0 161 O.C. 0 16 O f. F} SEE BALCONY =} REVISIONS D E S C R I PT I ON I =z CONSTRUCTION =Z w DETAIL w na Ma 6/10/25 PERMIT SET Z J 0I 36" HIGH RAIL PER NYS CODE 3 a o FWG 070 FWG 07O I Im I — v NE 0 WALL BELOWI m 01 I LINE OF TRY CEI ING T 9-0" LIN OF T AY CE LING 9-0 cn J J I I 11 �" ML RID ¢ I I GARAGE DORMER 12 GARAGE DORMER o I N BEYOND 8 BEYOND w I I INE 0 TRAY CEILIN 14'- 2"X6" COLLAR BE OW cn TIES 0 32" O.C. of 4 UEEN of cj QUEEt E 1:_0 BED L_ BED L� I TYPICAL ROOF CONSTRUCTION S I 1 0 — I ROOFING PER SELECTION OF OWNER = UNFINISHED G ® o I OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. 4c4 ROOF " a ATTIC 2"x10" ROOF 9 I O O — I 2 X10 ROOF RAFTERS 0 16 O.C. STORAGE X I RS 0 16 co a- RAFTERS 0 16" F 1 / 1 IN o ® I w O.C. N I II X It I m NEE WALL 4'-0" KNEE WALL U I aLL < 0 INE 0 TRAY CEILIN APW 80 1® 1 BE ow ( N 11 7/8" TJI FLOOR JOISTS 560 SERIES 0 12" OC. P E 11 " ML RIDGE 70 LINE N C TYPICAL FLOOR "CONSTRUCTION — — Q- — 11 r TJI FLOOR JOISTS 0 12 O.C. 11 �" M RIDGESHo W/3/4" PLYWOOD SUBFLOOR E, A T R 0 M 11 b" ML RI GE m o 26 WI LOSE - Of - 3 TYPICAL WALL CONSTRUCTION ' GARAGE APw 40 a SHINGLE SIDING PER SELECTION OF OWNER W TYVEK HOUSE TE P _ o < WRAP 1/2" CD X PLYWOOD SHEATHING ON 2 X 4" WALL L! 0 �� U- STUDS 0 16" O.C. O O LLIN N C CLOSE 00 O 0 4" POURED CONCRETE SLAB W ® a w 4 MILL VAPOR BARRIER 'T t O y O m I— X p X N w N 3 2"x6" ACQ SILL PLATE /" z 0 TERMITE SHIELD, SILL POURED CONCRETE FOUNDATION WALL a SEALER, 5/s" DIA. W/ (2) #5 BARS TOP AND BOTTOM ON Z I ANCHOR BOLTS g"X16" POURED CONCRETE FOOTING WITH w/1NE1OF\jjjyNG VER I ®26"-O" o.c. (2) #5 BARS CONTINUOUS LpWDN 16R 36" HIGH AND AIL P R NYS CODE — — 13 N 4 o 0 I 9 U) o / 1 F YE U Lu w �� JQ TRAY CEILIN S TO 11'-6" Q e W O CEILING HEI HT BELOW I PROPOSED GARAGE SECTION Z ' 13 m SL m LINE F TR Y O O S �� PEN O � O IZ W / �1 B ow � ® L - - - - - I 5 W 1 SCALE: 1/4" = 1'-0" J ui ¢ . N LINE F 8'- CEIL G HE I HT a S �( 3 `` — � � z � CROSS SECiON) BELOW 2" X 10" CEILING JOISTS @ 16" O.C. W 4'-15- W PL 3) 1 �" IL HE DER '-7.5" Low LATE 2"X1O" RO F RAFTERS 2"X10" RO F RAFTERS (f) 0 "X100R60FORCFTERS 2"X10®R60FOCFTERS _ ® 161 O.C. ® 161 O.C. I W/ R-49 BATT. INSULATION 0 LO _ . I ( LINE OFN�,LLSBELOW � O AAN 2020 LINE OF ROOF BELOW a_ FRAME RE RSE THROUGH & LAYOVER MAIN ROOF I ( FRAME REVERSE THROUGH & LAYOVER MAIN ROOF 0 0 SLL U) 6 LINE OF ROOF BELOW I ROOF BEYOND TRAY CEILINGS TO ` 9'-0" HD — — _ INSULATION IN LINE F wA WAILS BE ow — — COMPRESSED AREAS 3/4" PLYWOOD ` o RIP 2"X4" ACQ (3 TO 0") BEDROOM 1 4" PLYWOOD NE 0 4'-0 KNEE WAL " " 4 - �cl s" O.C. o ® 016" q. • 36" HIGH HAND RAIL SINGLE PLY RUBBER ROOFING X IEEE NYS COD OVER 45# ROOF FELT N RIP 2"X4" ACQ (3 "" TO 0") U FIN SH D SINGLE PLY RUBBER TO AG ROOFING UP 24" ON i"X4" DECKING (PER OWNER) A IC AC ESS D oR REAR WALL 3"X3" ALUM POSTS BY 'FEENY RAIL' Charles M. Thomas 01 LAG BOLT PER SPEC AND POST COVERS AS a r c h i t o c t 1 �" ML RIB _ 11 ML �cE _ SELECTED PER OWNER PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 OF 1 5 1" X 11 7" PARALAM - LET IN 2"X6" 2X\ ACQ NAILER PROJECT w1 5/8" SHEET ROCK 9 " TJI JOISTS 560 SERIES GIRDER k o ON CEILING I 1" BEAD BOARD 16" OC. S 2"X10" (ROOF RAFTERS OFW LLO" K EE � LI E of 'L�o" 2"X10" ROOF 'RAFTERS S 2 SHEET ROCK C K 5 6" O.C. ` 0 16" �. 5 ON WALLS ILI- < " _ ROOF FRAMING PLAN, � � O _ O SECTION & DETAIL X X N N DATE: 6/6/25 PROJECT No. DRANANG BY. MC CHK BY. DWG No. P ROOF FRAMING PLAN WG 009�__o7 SCALE: 1/4" = 1'-0" D BALCONY CONSTRUCTION DETAIL 9 ,o SCALE: 1/2" = 1'-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN IVHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. W 11 ML RIDGE THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. TYPICAL ROOF CONSTRUCTION ROOFING PER SELECTION OF OWNER 11 �" ML RIDGE 2"X6 COLLAR TIES 0 32 G.C. p OVER 15# ROOF FELT ON 1/2 CDX PLYWOOD SHEATHING. HEADER �pp��S' 2'X10' ROOF RAFTERS 0 16' O.C. UNFINISHED �� ARCHITECT HEADER ATTIC �s, TYPICAL CEILING CONSTRUCTION '7,. �' p NE OF ROOF L I NE BEYOND W/ R-49 BATT. INSULATION 2" X 10" CEILING JOISTS 0 16' O.C. WINDOW LI c REVISIONS D E S C R I P T 1 0 IN ROOF BEYOND 2"X10" CEILING JOISTS 0 16" G.C. TYPICAL WALL CONSTRUCTION 6/10/25 PERMIT SET HEADER SHINGLE SIDING PER SELECTION OF OWNER W TYVEK HOUSE �" SHEET ROCK ON CEILING • r A 21 WRAP 1/2 CD X PLYWOOD SHEATHING ON 1 } X 5 r FULL T.O. PLATE HEIGHT LINE OF ROOF �" SHEET ROCK ON WALLS LINE BEYOND TRAY CEILINGS TO 9'-0" LENGTH VERSA STUDS 0 16„ O.C. R-21 INSULATION OVER STAIR HD AREASULATION IN COMP ESSED TYPICAL FLOOR CONSTRUCTION T.O. WINDOWS WINDOW TOP OF WINDOW SET 8'-0" = 11 r TJI FLOOR JOISTS 0 12'O.C. A oOVE R SECOND WI CLOSET BEDROOM 1 o W/3/4' PLYWOOD SUBFLOOR W/MIN. SOUND PROOF T.O. DORMER PLATE HEIGHT 0) INSULATION 'ol OPEN 36" HIGH HAND R uD ao T.O. WINDOWS TO BELOW `O OP 12 10 8 ®16 36* HIGH PER NYSAND CODEAIL� / ;D >64C ACW 4 �� T.O. SECOND FLOOR ROOF BEYOND o e�LLU � 11 7/8" TJI FLOOR JOISTS 560 SERIES 0 12" OC. 5 " x 11 a" PARALAM T.O. PLATE HEIGHT w / HEADER JOISTS gb " n r WRAPPED 0 16" OC. .j GARAGE BEYOND BEA BOARD ap J SHEET ROCK ON CEILING BEAD BOARD T.O. WINDOWS I o SHEET ROCK ON WALLS TYPICAL WALL CONSTRUCTION HEAR T.O. WINDOWS o SHINGLE SIDING PER SELECTION OF OWNER W TYVEK HOUSE WRAP 1/2" CD X PLYWOOD SHEATHING ON Y X 6" WALL a"x8" POST z LIVING ROOM STUDS ® 1 s' o.c. R-21 INSULATION WRAPPED PER o SELECTION OF 6"X6" COLUMN o 0 OWNER 36" HIGH HAND RAIL SE ECTIONPPED POF KITCHEN A ER NYS CODE I CHEN ISLAND BEYOND 0 OWNER BEYOND TYPICAL FLOOR CONSTRUCTION °' FOYER 11 7/8' TJI RooR JOISTS 012'o.c. aD 2"x6" ACID SILL PLATE W/3/4" PLYWOOD SUBFLOOR W/MIN. R-21 BATT. INSULATION TERMITE SHIELD, SILL LINE OF WALL SEALER, 5/8" DIA. BEYOND ANCHOR BOLTS 5x5x4 STEEL ANGLE POUR STOPI I I IE UE PATIO 5x5xj STEEL ANGLE POUR STOP T.O. FIRST FLOOR 026"-0" O.C. _ BLUE STONE PATIO 11 7/8" TJI FLOOR JOISTS 560 SERIES 0 12" OC. 11 7/8" TJI FLOOR JOISTS 560 SERIES 0 12" OC. 4" STEEL PLATE T`m�STEEL BEAM 5x5xj STEEL ANGLE POUR STOP STEEL BEAM PROPOSED = JLE SHEET ENTIRE CEILING SHALL CLOPLAY O.H. DOORS CLOPLAY O.H. DOORS 5x5x} STEEL ANGLE POUR STOP BE SHEET ROCKED WITH 1/2" LAP POOL c AS SELECTED PER OWNER AS SELECTED PER OWNER G3R 11 DER 7/8" ML TYP 'X' N 10" P.C. FOUNDATION WALL 10' HIGH PARTIALLY EXPOSED POOL 2' bi MAXIMUM ABOVE EXISTING WITH #4 BARS 48"�o.C."VERTICAL & WINE FINISHED o HORIZONTAL ON 10 X20 POURED STORAGE 1 o SURROUNDING GRADE CONCRETE FOOTING CELLAR BASEMENT GYM STORAGE W/(2) #6 BARS CONTINUOUS FURRED OUT CONC. WALLS 00 Q Z 0 (TYPICAL) W/2"x4"METAL STUDS f— Q X 0 16" O.C. & SHEET ROCK R-15 INSULATION z Q (TYPICAL THROUGHOUT) 4" POURED CONCRETE SLAB 0 O 4 MILL VAPOR BARRIER Q - � s CROSS SECTION w 1 SCALE: 1/4" = 1'-0" J Q w w 0 i n I i111 11 1 1 111 H 111 Q f� I- -iMIMI ` a- t i um SHINGIL SELECTIONSIDING PE OF OWNER oq'Pp T.O. PLATE HEIGHT / \ • / T.O. WINDOWS / \ \ } 1 11 Lul I / \ AC111050 ACW 1050 0 0o A N + 1" X 8" FASCIA AAN 228 W/1"X2" OVER TE P / STANDING SEAM METAL / T.O. SECOND FLOOR ROOF +6 0 T.O. PLATE HEIGHT �_ ILI �� �� [[J Ll 9�0 Charles M . Thomas i BEAD BOARD I \ a r C h I t e C t / HEADER SHIP LAP SIDING 2"X10 ROOF RAFTERS I T.O. WINDOWS R APTEA P w o80 - PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 SINGLE PLY RUBBER ROOFING / OVER 45# ROOF FELT ON 3/4" CDX PLYWOOD SHEATHING. 2"X10" / S I R \ \ / / \ \ 5/4" WINDOW PROJECT = ROOF RAFTERS 016"O.C. SHIP LAP SIDING & DOOR SURROUNDS .1PITCH ROOF FROM CENTER \ / \ / ITYPICAQ AC 1050 ACW 2'0 AC 050 AC 1050��j T MP E ESS TE P T MP APW 040 TEIAP A`APD -SHINGLE SIDING PER 4 0 rEMP SELECTION OOWNER OT.O. FIRST FLOOR N L T P _� C�� STONE VENEER _ oUG�voo���� I PROPOSED SECTION & ��o o jo o C o 0 0 0 0 0 0 I �O�O O���O`��OGO DETAILS ANDERSON SINGLE PANEL 8"X8" POST WRAPPED PER 21'-0" PIVOT INSWING DOOR SELECTION OF OWNER ON STONE 23'-0" SIDE YARD SETBACK VENEER BASE SIDE YARD SETBACK DATE: 6/6/25 PROJECT No. DRAWING BY. MC s CROSS SECTION THROUGH COVERED LINK CHK BY. DWG No. 6 SCALE: 1/4" = 1'-0" A 010 00 10 OF 1 i, THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICAT10N SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.MSUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TABLE R 3017 TOP PLATE FRAMING TO ACCOMADATE CORNER AND PARTITION POSTS ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS PIPING — R 6 0 2.7.2 STUCTURAL MEMBER ALLOWABLE RAFTERS AND CEILING DEFLECTION JOISTS OR APPROVED TOP PLATES RAFTERS W/ GREATER L/180 3 , -6 ROOF TRUSS N` SLOPES THAN j W/NO TOP PLATES ' FINISHED CEILING "v�'�• �'" +�„ , SECOND STORY TOP PLATE- TABLE 3.1 ATTACHED TO RAFTERS TOP PLATE GYPSM BOARD INSTAL ON SEE DRILLING AND 16d NAIL AT 24 O.C. STUD INTERIOR WALLS AND H/180 JOIST IS PERMITTED TO NOTCHING PROVISIONS ACCORDANCE WITH PARTITIONS ~' BE CUT OR NOTCHED FLOORS AND PLASTERED L/360 STUD FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD- DIAMETER HOLE MAX CEILINGS SEE DRILLING AND DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX z NOTCHING PROVISIONS SEE DRILLING AND OF STUD DEPTH BOTTOM PLATE NOTCHING PROVISIONS MEMEBELL DIAMETER 40% WFCM SECTION 3.3.1.1.1 EXT. WALLS W/ PLASTER OR H/3so OF STUD DEPTH � 1/3 SPAN 1/3 SPA WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL �AILL NAIL AT 6" O.0 NSTALLED IN ACCORDANCE 5/8" MIN. TO EDGE STUCCO FINISHE 5/8" MIN. TO EDGEWITH WFCM TABLE 3.1 EXT. WALLS-WIND LOADS L/240 C T PANEL EDGES) WITH BRITTLE(b) FINISHES 8d NAIL AT 12 O.C. ON ALL EXT. WALLS-WIND LOADS L/240 5/8" MIN. TO EDGE JOIST ENDS TO BE FOR BLOCKING FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE a FINISHES NOTCH MUST NOT EXCEED BLOCKED AGAINST PANEL EDGES 25% OF STUD DEPTH 0 BAND JOIST ND BRIDGING ROTATION IN ACCORDANCE (a) CORNER DETAIL 40% OF STUD DEPTH NOTES: in SPAN LENGTH, H = SPAN HEIGHT TOP PLATE OR BLOCKING SEE WFCM SECTION 3.3 a. The wind load shall be permitted to be taken as 0.7 times the � WITH WFCM 3.3.1.3-END RESTRAINT " GYPSM BOARD INSTALLED IN component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT w AND 3.3.1.4 BRIDGING d NAIL AT 6 O.C. ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT deflection limits herein. BE LOCATED IN THE SAME BETWEEN 40% AND 60% o BEARING ALL PANEL EDGES) BE LOCATED IN THE SAME0 b. For cantilever memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR OF STUD DEPTH THEN STUD MUST BE WALL CROSS SECTION OF CUT OR of the cantilever. DOUBLE AND Nd MORE THAN TWO 5/ MIN. TO EDGE c. For aluminum structural members or paneles used in roofs or SUCCESSIVE STUDS ARE DOUBLED 1 IN.x4 IN. RIBBON walls of sunroom additions or patio covers, not supporting edge of AND SO BORED cn CUT INTO STUD - glass or sandwich panels, the total load deflection shall not ° N LAP JOIST 3 IN. MIN. z BAND JOIST -BOTTOM PLATE FOR FIRE BLOCKING exceed L/60. For sandwich panels used in roofs or walls of O � � OR BLOCKING ° 16d NAIL AT 24 O.C. WOOD STRUCTURAL PANEL sunWFCM 2015 SB C HIGH WIND EDITION not oomexceed additions or patio covers, the total load deflection shall WFCM 2015 SB C HIGH WIND N INSTALLED WFCMI TABLE03DANCE not exceed L/12o TABLE R 301.2221 EDITION w (0 0) SILL PLATE ° JOIST o S E C TI 0 N 3.4.3.1 .1 FIGURE 3.313 WALL BRACING ADJUSTMENT FACTORS BY ROOF CRAWL SPACE \\--SUBFLOOR 8d NAIL AT 6 O.C. ON ALL COVERING DEAD LOAD SECTION 3.4.2.1 .1 FIGURE 3.3 A OR BASEMENT FRAMING MEMB,�RS AT PANEL NOTCHING AND BORED HOLE LIMITATIONS NOTCHING AND BORED HOLE LIMITATIONS FOUNDATION MONOLITHIC EDGES AND 12 O.C. ON ALL ROOF/CEILING ROOF/CEILING SLAB-ON-GRADE FRAMING MEMBERS NOT AT FOR INTERIOR NONBEARING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS FOUNDATION (b) INSIDE CORNER DETAIL PANEL EDGES WALL SUPPORTING 15 psf or less 25 psf PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING EXTERIOR CORNER FRAMING NOTCHING AND BORED HOLE LIMITATIONS ROOF ONLY 1.0 1.2 O FOR EXTERIOR BEARING AND INTERIOR 2x4 CONTINUOUS BEARING WALL NON—BEARING WALLS: R602.6 (1 ) & (2) ROOF PLUS ONE STORY 1.0 1.1 LATERAL BRACE AT 6' O.C. N TYPICAL WALL, FLOOR & ROOF FRAMING FOR SI: 1 POUND PER SQUARE FOOT E 0.49 kN/M(2) O JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED W WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-10d NAILS 0 N FOR WOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE TRUSS OR CEILING JOIST F A S T E N E R S P A C I N G (inches) SEE STUD TO RAFTER z W FASTENER SPAN 4 FEET 6 FEET BLOCKING SECTION A-A C PLE TUD T PICAL IOR STUD TO STUD DETAIL GABLE END TRUSS 0 < 4 FEET < PANEL SPAN < PANEL SPAN ENDWALL ONNECTORS Q 0 TYPE - < 6 FEET < 8 FEET 1/f SPACING—, A A R QUIRED U _ - - ALLOWS CH SIDE 10-8d 0 _ NO. 8 WOOD SCREW 16" 10" 8" HOLDDOWN NAILS J ANCHOR WITH 2" EMBEDMENT INSTALLATIONF HEADER STUDS -FULL LENGTH "5d COOLER NAILS AT 10 O.C. O LENGHT DOUBLE A A WA STUDS I— Q AT UNo ° CORNER STUD NOTE 2"x4" BLOCK NAILED TO EACH CONNECTED TO BLOCKING UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS NO. 10 WOOD SCREW 16" 12" g" HOLDDOWN o o TRANSFER SHEAR TYPIC 1L AT EACH END OF HEADER AND z ANCHOR WITH 2" EMBEDMENT (HDU) ° ° ° CONN CTO S N UP AT BOTTOM OF HEADER STUDS IN GYPSUM BOARD NOTE: SIMILAR REQUI ED ADDITION To CONNECTORS AT " Q W LENGHT ° Co EC R 5d COOLER NAILS AT 7 O.C. o CONNECTION AT EA H SIDE WALL STUDS AND AT TOP AND Z o FOUNDATION. R UIR Q 2-16d COMMON BOTTOM OF CRIPPLES 20 GAUGE STRAP ° NAILS AT6' O.C. FLOOR BRACING AT END BAYS TYPICAL FRAMING AND UPLIFT " 1/4" LAG SCREW BASED ANCHOR 16" 16" 16" SIDE WALL ° END wnu 10-8d NAILS � Uj WITH 2 EMBEDMENT W LENGHT SUBFLOOR ( WFCM FIGURE 3. 6) CONNECTIONS FOR OPENINGS v I 8d NAIL AT 4 O.C. ENDWALL STUDS a. THIS TABLE BASED ON 180 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. _ ZD b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. FACE OF FOOTING CEILING BRACING GABLE ENDWALL FASTENERS SHALL BE LOCATED NOT LESS THAN 1" FROM EDGE OF PANEL. BAND JOIST ZDO:f Lw 12" MAX. (WFCM FIGURE 11 ) c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN Cn NAILS BASED ON EMBEDMENT LENGHT OF NOT LESS THAN 2" INTO THE BUILDING FRAME. I o o SHEAR WALL REQUIREMENTS FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. �� TOP PLATE C) w d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING '� r ° JPROVIDE RAFTER TO VIBRATION-RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT e H NO CEILING RIDGE TENSION STRAP cv o H/2 BUT NEED OT DIAPHRAGM CENTER 2x BLOCKING RIDGE HANGERS IF USE 8-8d COMMON NAI S N LESS THAN 1,500 POUNDS. ° v H/ BUT NEED NOT REQUIRED ON SHEATHING JOINT RAFTER TAILS ARE NOT EACH END OF 1-1/4�' N WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) ° ° ° EXC ED 15 FT. AX. EXXCEED 40 FT. MA 15 32 WOOD STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP HOLDDOWN ° o CORNER STUD ON GABLE FACE AND ON WALL BELOW PLATE of WALL BELOW (HDU) o a CONNECTED TO ° ° o TRANSFER SHEAR BASED ON SHEARWALL REQUIREMENTS o W ° FOUNDATION CLEARANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING C " `n ROOF RAFTER o ° 20 GA. STRAP- DOUBLE ( �) PREFERRED METHOD a Z 0 1 Uj 4" WIDE MIN. ATIHARDIWARE 8d NAIL AT 12" O.C. ON o RAFTER o LL- WA8) 8d NAILS HOLD DOWN ALL FRAMING MEMBERS EACH SIDE BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES 3 WINDOW AND DOOR OPENINGS: GYPSUM BOARD Z (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM W RIDGE BEAM 16d NAIL AT FLOOR TO FLOOR RIDGE TENSION STRAP DETAIL PHDS 24 O.C. � , CONNECTION o TABLE R301 . 5 NOTES EFOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING EXTERIOR WALL STRAPPING SCHEDULE 8d NAIL AT 6 A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. O co AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDO S NOTES O.C. (ALL PANEL SECITRONIED R802.4.1TTIC FOR CONVENTIONALSPACESGCEILINGTHEE JOISTS EAND NTS IN T A B L E R301 . 5 NAILS EDGES) SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND CD RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER � i m p s o n Strong — Tie• INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER NAILING SCHEDULE (TABLE 3 OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI ) 8-8d TO STUD CONNECTION .1, CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 A 3 5— C h i m n e y Framing 2-8d TO PLATES WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE Z 1 FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT CONNECTION (A) OUTSIDE CORNER DETAIL BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD USE LIVE LOAD 3 ROOF RAFTER RIDGE DETAIL STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD REQUIREMENTS. C) 4-8d TO PLATE GYPSUM BOARD c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE � C)8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND 0- * NOTES: SIMPSON STRONG TIE HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 40 (� Cn 3 SCALE: N.T.S. ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SIZE PER MOST RECENT ATALOG PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND SIDE WALL d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT EDGES) ANY POINT ALONG THE TOP U TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR DECKS 40 > NAIL PENETRATION INTO FRAMING IS ACHIEVED. WALLS. PASSENGER VEHICLE GARAGES 5O l_ '- WOOD STRUCTURAL f. GUARD IN - FILL COMPONENTS ALL THOSE EXCEPT THE ®II INSTALL THROUGH FIRST FLOOR SHOE. PANEL INSTALLED IN HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED Cz L. ®I ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 (0NAILING SCHEDULE 16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED r. m ®I (TABLE 3.1, WCFM 2015 J 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY NTH ANY OTHER LIVE ATTICS WITH STORAGE 20 LOAD REQUIREMENT. ® HIGH WIND EDITION) 3 U 0 C)g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS � ® z FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR ROOMS OTHER THAN SLEEPING ROOMS 40 8d NAIL AT 6" O.C. ON ``' CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS 30 AT PANEL EDGES AND (g) INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE 12" O.C. ON ALL PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO FRAMING MEMBERS NOT ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 AT PANEL EDGES CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUARDRAILS AND HANDRAILS 200 SHEET NO. PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE CORNER BRACING DETAIL TOP THE BOTTOM CHORD AND BOTTOM ANY OTHER TRUSS . ( 2' MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS MET: P. �•• o EXTERIOR CORNER FRAMING 1. THE ATTIC AREA IS ACCESSIBLE BY A PULL - DOWN STAIRWAY • 3 SCALE: N.T.S. OR FRAMED OPENING IN ACCORDANCE WITH sECTION 807.1:AND 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN Simpson Strong— Tie 2:12. HDU h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. (TABLE 3.2A WFCM 2018 HIGH WIND EDITION) The design of this structure is based upon prescriptive approach using the ( TABLE 3. 1 WFCM 2 018 HIGH WIND E D I TI 0 N SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2018 130 MPH COPYRIGHT 2015 SBC P IF published by The American Forest and Paper Association. Non- Structural elements NAILING SCHEDULE GENERAL NOTES: _ �,; > are based upon the 2020 NEW YORK STATE RESIDENTIAL CODE. ,;,;; _ �,,,, �. ANCHOR BOLT CONNECTION FOUNDATION MAX. ANCHOR BOLT SPACING (INCHES) Q. '0 ., RESISTING SUPPORTING NOTES 1,2,3,4 1. All works shall be performed in accordance with all state, ,ab t!1 For the Climatic and Geographical Design Criteria, see Table R301.2(1) on municipal local zoning and building codes and ordinances n JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING 1/2" ANCHOR BOLTS 31 sheet no. 1 c u, COMMON NAILS 1 - FLOOR having jurisdiction and best standards of construction k�s LATERAL AND SHEAR LOADS 2 - FLOORS 5/8- ANCHOR BOLTS 48 All non engineered lumber to be Douglas Fir#2 or better practice. Wind Limitations-Section R301.2.1 RAFTER TO TOP PLATE TOE-NAILED 4-8d PER RAFTER/STUD 1. PRESCRIPT1vE LIMITS ARE BASED ON ASSUMP710NS IN TABLE 3.2B The American Institute of Architects Conditions shall apply 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANCHOR BOLT SPACING SHALL NOT EXCEED THE Design Criteria-Section R301.2.1.1. (See Table R301.2.(4)A for Wind-Born Debris to all work performed on this project. CEILING JOIST TO TOP PLATE TOE-NAILED 4-8d PER JOIST LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS (TABLE 3.2C) OR LATERAL AND SHEAR LOADS (TABLE 3.2B). Protection Fastening Schedule For Wood Structural Panels) 2. The Contractor shall verify all conditions at the site. Any 3. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 130 MPH. discrepancies must be brought to the attention of the Architect erg CEILING JOIST TO PARALLEL RAFTER FACE-NAILED 9-16d EACH LAP 4. IN NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED 6 FEET ON CENTER. Live Load-Section R301.5 prior to commencement of construction. The Contractor shall be CEILING JOIST OVER PARTITIONS FACE-NAILED 9-16d EACH LAP Light and Ventilation-Section R303 responsible for corrections not reported once he has started work Minimum Room Area-Section R304 except for hidden job conditions. z 6-8d PER TIE Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and p COLLAR TIE TO RAFTER FACE-NAILED Sanitation-Section R306 equipment incorporated in the work will be new, and that all work _ BLOCKING TO RAFTER TOE-NAILED 2-8d EACH END Toilet Bath and Shower Space-Section R307 will be of good quality, free from faults and defects for a period 2-16d EACH END Glazing-Section R308 of one year form the date of the final Certificate of Occupancy. I- TRIM BOARD TO RAFTER END-NAILED Garages and Carports-Section R309 4. The Architect shall not be responsible for the construction means, a- WALL FRAMING Emergency Escape and Rescue Opening-Section R310 method, techniques, sequences or procedures, or for the safety Means of egress-Section R311 precautions and programs in connection with the work, and he of TOP PLATE TO TOP PLATE FACE-NAILED (SEE SEE NOTE 1) PER FOOT Landing-Section R311.3 shall not be responsible for the contractors failure to carry out v Ramps-Section R311.6 the work in accordance with the construction documents. The TOP PLATE AT INTERSECTION FACE-NAILED) 4-16d JOINTS - EACH SIDE Stairway-Section R311.7 Architect shall not be responsible for the acts or omission by N Handrail-Section R311.7.8 the contractor No changes shall be made in the documents w 2-16d 24' O.C. and/or the building as designed without the expressed written o STUD TO STUD FACE-NAILED Guards-Section R312 Smoke Alarms-Section R314 consent of the Architect. HEADER TO HEADER FACE-NAILED 16d 16" O.C. ALONG EDGES Carbon Monoxide Alarms - R315 5. The contractor and all subcontractors shall maintain continuous 2-16d PER 2X4 STUD Foam plastic-Section R316 insurance coverage statutory policies Worker TOP OR BOTTOM PLATE TO STUD (END-NAILED) Flame Spread and Smoke-Section R315 g y P ( Insulation-Section R316 Compensation, etc. and general liability In an mount not cn 3-16d PER 2X6 STUD P 9 Y z tD N 4-16d PER 2X8 STUD Dwelling Unit Separation-Section R317 less than # 5 million and automobile liability and damage o \ N N Moisture Vapor Retarders-Section R318 coverage not less than S 2 million. The Architect shall be 05 N FACE-NAILED 2-16d (SEE NOTE 1,2) PER FOOT Protection Against Decay-Section R317 named insured o�n any and all policies. w Protection Against Termites-Section R318 6. Provide 0.025 of a meatal shield, other than aluminium, over fibrous (0 a) FLOOR FRAMING Site Address-Section R319 insulation at all perimeter sills. JOIST TO SILL TOP PLATE TO GIRDER 0 - 4-8d PER JOIST Accessibility-Section R320 7. All wood in contact with concrete or masonry to be Wolmanized Elevators and Platform lifts -Section R323 or pressure creosoted. BRIDGING TO JOIST TOE-NAILED 2-8d EACH END Flood Resistant Construction-Section R324 8. A single station smoke detector alarm device shall be installed 3-16d in each bedroom, on all floors and shall be all interconnected per code. BLOCKING TO SILL OR TOP PLATE TOE-NAILED EACH BLOCK Foundation-Chapter 4 9. All bathroom without operable windows to be mechanically ventilated Design based upon presumptive load bearing values of sandy gravel and or gravel as per New York State Code. LEDGER STRIP TO BEAM FACE-NAILED 3-16d EACH JOIST at 3000 pounds 10. Heating to be designed to provide 70 degrees F. with outdoor 3-8d PER JOIST per square foot. Contractor to consult Arcitect if different soil materials are designed air-temperature of 0 degrees F. and 15 MPH wind. JOIST ON LEDGER TO BEAM TOE-NAILED found upon excavation, 11. All electrical work to be in accordance to the rules and BAND JOIST TOJOIST END-NAILED 3-16d PER JOIST or test hole, for alternative footing and foundation wall design. regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is to be presented to the Owner at the completion of the job. BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 2-16d PER FOOT Foundation Notes: 12. Plumbing Installation to comply with State and Local codes 2-8d EACH END 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing and the sewage disposal system to meet Health Department standards. (ij BLOCKING TO FLOOR JOIST TOE-NAILED » 13. Do not scale drawings. Use figure dimensions only. 0 W 8 poured concrete foundation wall, 8-0 high, 3000 # test 14. All work to conform to the rules and regulations of the New York ROOF SHEATHING Minimum depth-Section 48' minimum coverage to top of footing Energy Conversation Construction Code. All glazed area to be double 16"x8" poured concrete wallall footings, tings, 3000# test lazed and all exterior door to have insulated cores. STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16" OC 8d 6" EDGE / 6" FIELD 2-1 3 4"x11 7 8" Microlom Girder or 3 1 2"x11 7 8" Power Beam g / / ( / / ) 15. The insulation protection as indicated on these plans exceeds ZLd GABLE ENDWALL RAKE OR RAKE TRUSS W/O GABLE OVERF'ANG 8d 6" EDGE 6" FIELD 4" poured concrete floor slab with 6x6x#10 mesh and vapor barrier the Code's minimum standards. / " EDGE 6" FIELD Damp proofing at exterior foundation below grade-Section R406 16. These drawings and specification are instruments of service and j GABLE ENDWALL RAKE OR RAKE TRUSS W 8d 6 STRUCTURAL CUTLOOKERS / 30 x30 x12 deep poured concrete column footings, 3000# test shall remain the property of the Architect whether the project for " " CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT which they made is executed or not. They may not be used Q GABLE ENDWALL RAKE OR RAKE TRUSS W LOOKOUT BLOCKS 8d 4 /EDGE 4 FIELD Deck and porch flootings as noted, 3000# test, 48" minimum buried depth on any other project except by written authorization of the Architect. CEILING SHEATING 17. Architect has not been retained for site supervision, on-site Foundation wall to extend a minimum 8" above finished grade inspection and certifications as required or requested by the Owner, GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD All footing to be carried down to undisturbed soil contractor or local building department. WALL SHEATHING No footing shall be set higher than a 30 degree angle from any other footing Pour no concrete on frozen ground or in freezing water. O 8d 6 EDGE t-- STRUCTURAL PANELS STUDS SPACED UP TO 16" OC " 12" FIELD Provide 3 1/2' steel lally columns./ Backfiil shall not be placed against the wall until the wall has sufficient UPLIFT - CONTINUOUS PATH CONNECTORS strength and has been anchored to the floor above, or has been sufficiently braced to prevent damage by the backfill (Section R404.1.7.) USE SIMPSON STRONG-TIE CONNECTORS Floors - WFCM Prescriptive Method. FOLLOW PRODUCT SELECTION GUIDE AND Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. INSTALLATION MANUAL FOR HIGH WIND RESISTANT Draftstopping - Section R502.12 CONSTRUCTION CATALOG C-HW02 GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD Fireblocking - Section R502.13. Z ANCHOR BOLTS IN FOUNDATION USE: w Floor Construction: SSTB28 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie 3/4" plywood subfloor, fasten per Table 3.1 WFCM. NOTES FOR SPACING U210 2X6 10Floor joists: see Foundation and Floor Plans, spacing as noted.Fasten per Table 3.1 WFCM. SILL PLATE TO RIM JOIST USE: AT EACH RAFTER Q LJ 2-2x6 ACQ sill with termite shield and sill seal. LTP4 16" O.C. AT EXTERIOR PERIMETER Q Finish floors per agreement. AND GARAGE/HOUSE COMMON WALL 4-1Od x 1 1/2" Wall construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH END Wallframing and finishing shall be nailed and or screwed in accordance with GARAGE STUD GARAGE SILL PLATE USE: FLOOR SHEATHING WFCM, Table 2 and Section 4 SSP CONNECTOR AT 16" O.C. NOTE' STRUCTURAL PANELS 1x6 fascia, wrap USE (4)-8d NAILS AT EACH END As. TTACH LEDGER TO FRAMING Overhangs as noted. 1' OR S 8d 6" EDGE 12" FIELD AlluVinm num gutters vented andleaders. Siding: see Elevations. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2" X 5" LAG GREATER THAN 1" 10d 6" EDGE / 6" FIELD Tyvek housewrap. MTS 36, 16 O.C. " 1/2 plywood sheating, see fastening schedule, Table 3.1, 3.9 WFCM. USE (4)-8d NAILS AT EACH END BOLTS AT 16 ON CENTER 2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE: 1/2" Gypsum wall board MSTA 36, 16" O.C. 5/8"Type X GWB in garage. (2) layers 1" GWB at fire partition USE (4)-8d NAILS AT EACH END 4 1/2" MR GWB in wet areas Simpson Strong-Tie RAFTER TO STUD CONNECTION USE: 04 0 At least one window in each sleeping room shall comply with the exit reqirements MTS 36, EACH ROOF RAFTER U210 2X6 F- of section R310. USE 8 16d NAILS AT EACH END �- Note drilling and notching limitations in figure R602.6(1) for bearing walls and RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST p SIMPSON STRONG - TIE figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTER " W Follow exterior corner framing detail figure R602.10.5 4-10d x 1 1/2 U c/) 1 1 /4" COIL STRAP - DECK POST TO CONCRETE CONNECTION USE: „ Roof assemblies - WFCM Prescriptive Method (WFCM table 2) Asphalt strip shingles PBS44A FOR EACH POST 16 O.C. USE 4-8D shall have minimum of six (6) fasteners per shingle (section R905.2.5) z NAILS AT EACH STUD Underlayment application (Section R905.2.7.)nailing see table 3.8 DECK POST TO GIRDER CONNECTION USE: 3 SIMPSON For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- PC44 FOR EACH POST < J » 5- 8DSIMPSON H STUD USE W/ONLY ANCHOR BOLT 14 percent slope), o MIN OVERLAP IS 12 5- 8D TO STUD ONE SILL '� ( ") GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie BP-3 PLATE up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ) 4- 8D TO PLATE PLATE IN •> MTS12 ® EACH JOIST U210 2X6 (EVERY STUD) STUD TO S 7 MINIMUM EMBEDMENT underlayment ;.• (SEE ANCHOR SCHEDULE, shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PORCH POST TO DECK USE: ATTACH T of AT EACH DECK/PORCH JOIST ON DWGS A-3.1 AND A-3.2) underlayment felt layers with and starting at the eaves , fastened sufficiently to PS720 (ALIGN WITH JOIST BELOW) SIMPSON hold in place. PORCH POST TO GIRDER USE: PS720 4-+ HDU Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment, PORCH ROOF RAFTER TO GIRDER USE: " overlapping H2.5A AT EACH ROOF RAFTER (14) SOS Y" X 3" WOOD SCREWS a successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. 4-1 Od X 1 1/2" ' 7" MIN EMBEDMENT o e For roof slopes of four 4 units vertical in 12 units. N (SEE FOUNDATION PLANS A-3.1 AND P ( ) ( ) TYPICAL P 0 R C H / DECK LEDGER V •° '• Ice Protection Section R905.1.2 ". � °'e a '� A-3.2 FOR LOCATION) Underla ent in High wind Section R905.1.1 to. • -b °D '° • (MINIMUM DOUBLE STUD) Flashing Section R905.2.8 ( ) CONNECTIONS ° ,A • , ° •• SIMSON STRONG - TIE g ( ) 0 •41' ro• D , ' » » Chimney and firespaces - Chapter 10 STU }� BEARING PLATE 1 1/4 COIL STRAP - 16 D.C. Energy Efficiency - Chapter 11, see attached report "• ' ►' D .'° °• a u ' a • ' , Mechanical - Chapter 12 DOUBLE 2X MIN. o, •°•s a►• ,e p ��� USE 4-8D NAILS ® EACH STUD, General Mechanical System - Chapter 13 FOR HEADER OR ►' ,, °'e °."► D ,'► D ,' ' D ,'>' ° �► Heaitng and cooling equipment - Chapter 14 BEAM ►• °•, ° ° 4 ." 4 °.°41( °• C ° Exhaust Sustem - Chapter 15 > ► ° �/�t Win• �'e. 'e.. ° °° Duct System - Chapter 16 .� Z N. °• ' DOUBLE TOP PLATE MTS30 ROOF RAFTERS Combustion Air - Chapter 17 Simpson Strong-Tie _ ► D ►' D . ► D •u►' DA ° ° ° ° J.° °°„ e Chimneys and Vents - Chapter 18 AC4 • :4 ,� °11 .� a °D Plumbing - Part VII AT EACH POST o • 'o i °• SEE PLAN SSP Flood Zone - 301.2.4 N 1 3/4" IMU �° •°4�' a �: EDGE DISTANCE •44 y' D LU FLOOR TO FLOOR D °•° HEADER LSTA21 Simpson Strong-Tie CONNECTION KING STUDS CS201X COILED Y2" THREADED ROD STRAP. MIN 12" REQUIRED FOR STU 1/2 OVERLAP AT EACH L co SIMPSON STRONG -- TIE JACK STUDS STUD o 1 1/4" COIL STRAP - SIMPSON STRONG-TIE CD 2"MINIMUM CNW NUT COUPLER 16" O.C. USE 4-8D AT EACH ROOF SIDECOVER � a AT NAILS AT EACH STUD RAFTER USE 8-16D I ° MIN EDGE MIN OVERLAP IS 12. NAILS AT EACH END, JACK TO SILL �� : ::_ DISTANCE* 12" MIN OVERLAP PER RT2.5 COMPONENT ' STUD TO ROOF RAFTER STHD8 �.:>��'•'r;�;. •` •'N � ••• MIN EDGE SHEET 0. ..�o..;:. ' .� •.4••' DISTANCE* FLOOR TO FLOOR Simpson Strong-Tie *NOTE: SEE MANUFACTURERS WRAP UNDER SILL PLATE CONNECTION TYPICAL STRAPPING FOR MIN. OVERLAP IS 12" C 0 N N E C TI 0 N S. ATT EACH POST FOOTING MINIMUM DISTANCE CHART FOR FRAMED OPENING EXTERIOR WALL INSTALLATION SILL PLATE TO RIM JOIST AND CANTILEVER CONDITION PORCH RIM JOIST TO STUD CONNECTION WALL TO FOUNDATION CONNECTION CH COLUMN CONNECTIONS