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HomeMy WebLinkAbout50160-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT �e 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#: 50160 Date: 12/27/2023 Permission is hereby granted to: MannixKevin ,_w ....... ....... ..... ... .. pe. 5 Rodeo Dr NY 11791 Syosset w ... To: Demolition an existing single-family home and construction of a new single-family dwelling as per Trustees, DEC non jurisdiction letter and SCHD approvals. At premises located at: 62945_CR 48, Greenport SCTM #473889 Sec/Block/Lot# 40.-1-12 Pursuant to a lication dated 10//20 pp ......._ 2 /2023 and approved by the Building Inspector. To expire on .w.... 6/27/2025. Fees: DEMOLITION $657.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,207.50 CO-NEW DWELLING $100.00 Total: 3,964.50 Building Inspector W,w TOWN OF SOUTHOLD—BUILDING DEPARTMENT j. Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 hiLtILs�.d/ vw,southo1dtoriin . ov� Date Received APPLICATION FOR BUILDING PERMIT m� For Office Use Only PERMIT NO. I O Building Inspector: Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:10/14/23 OWNER(S) OF PROPERTY: Name:Kevin and Karen Mannix SCTM #loo0-40-01-12 Project Address:62945 County Road 48, Greenport NY Phone#:631-727-6550 Email:kamannix@aol.com Mailing Address:62945 County Road 48, Greenport NY 11944 CONTACT PERSON: Name:Charles Thomas MailingAddress:PO Box 877 Jamesport NY 11947 Phone#:516-702-3519 Email:Cdthomas63@aol.com DESIGN PROFESSIONAL INFORMATION: Name:Charles Thomas Mailing Address:PO Box 877 Jamesport NY 11947 Phone#:516-702-3519 Email:cdthomas63@aol.com CONTRACTOR INFORMATION: Name:TBD Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ONew Structure ❑Addition ❑Alteration ❑Repair ODemolition Estimated Cost of Project: ❑Other Will the lot be re-graded? ❑Yes ©No Will excess fill be removed from premises? ❑Yes R No 1 PROPERTY INFORMATION Existing use of property:Sillgle Family Dwelling Intended use of property:Single Family Dwelling Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ®No IF YES, PROVIDE A COPY. ❑ Clieclk Box After Readif1gm The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 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 all applicable laws,ordinances,building 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 210.45 of the New York State Penal Law. Application Submitted By(print na e): hart S Thomas BAuthorizedent ❑Owner Signature of Applicant: C►ate: VA -� STATE OF NEW YORK) SS: COUNTY OF ) ,-- being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the 4&�nA Z (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. Sworn before me this day of 04D1u , 20 1 t Pub ErIn Murphy-Aplcello Notary Public State of New York County of SuffolkI F ERI OWNER � w),,1,1 � �° II �I I RE #0'1 MU6090387 ...`--.. Expires April 14,20--a (Where the applicant is not the owner) i residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 rr r r � V , r WHISK XE Imilt Abb 77 ,,, dle � �o m ,7G7t r/�/ii roe rill r _near, y Yp, 'g, 3 'p y" i, r /pp rr 'i//r LL WAN", 64c MICHAELTI NOTARY PUBLIC, P M,00 m1mv WORK AI too 11 AR OMNI Scott A. Russell 5 � S ]FOIR.MWA'7C'IEIK SUPERVISOR " MANAGEMENT SOUTHOLDTOWN HALL-P.O.sox 1179 `$ 41Town Of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 Il t� �I CHAPTER 236 - STOR.MWATER MANAGEMENT FE L FO RM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT _ ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) APPLICANT: (Pro ert —Owner, Design Professional,— — - P Y g Agent, Contractor, Other) Date: NAME: I I �37 Contact Information: L'•�ImldlNrphnntNunMtil Pro ert Address / Location of Collsrt.totion Site: S.C.T.M. #: 1000 District IA2— Blo _J.= —L J-7-- Section Block E COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT TOB — - - - - - - - - - — — — — — — — — — — — — — — — - - - — - - - Area of Disturbance is less than I Acre. No S.P•D.E S. PermN°t is P� Project does Not Discharge to Waters of the State.% 13 No S.P.D.E.S. Pcl mil .Area of Disturbance is Greater than I Acre Storm-Nater Runof"`,' Dl;ch,. to Waters of the State of New York. TIDE APPLICANT MST OBTAIN�5�=`D�' Pel mz DIRECTt, from N.Y,S. D.E.C. Prlo"' to Issuance of a Buildan Lela - Area of Disturbance Is Greater than 1 Acre 8 SN i aatker Runorf Floes Through Scuthuld 4 S stems to Waters of the State of Ne�� Yo THEttPPLfA VT MUST OBTAIN x; Town's MS Y a S,P.s E.S.Pel°mit thl°ou h the Soa thold"Gown Ery tneer tt De artn Prior to Nuance of a Bt din Perrntt, 3 Date. E Reviewed By: ,. F(1RM • CMr P-TOc,flrrnhor 9(1Ic' ccv c 1 CHARLES M. THOMAS R.A.jRLLC DEC 2 1 2015 LINCOLN STREET RIVERHEAD, NY I 1 90 1 (51 6) 702-351 9 CDTHOMAS63 @AOL.COM DECEMBER 20, 21323 Building Department Town of Southold Re: Mannix Residence 62945 County Road 48, Greenport, New York SCTN # 1000-40-1-2 Dear Sir/Madam: This letter shall serve to certify that the above referenced residence is not connected to gas and there is no gas on site. Therefore, no disconnect is required. Thank you for your attention to this matter. Please contact me with any questions you have. Very trul ours, CHARLES M. THOMAS, R.A., Town Hall Annex Glenn Goldsmith,President � o our 54375 Route 25 A.Nicholas Krupski,Vice President VP.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly CA Telephone(631)765-1892 Elizabeth Peeples Fax(631) 765-6641 UM BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 10436A Date of Receipt of Application: July 21, 2023 Applicant: Kevin & Karen Mannix SCTM#: 1000-40-1-12 Project Location: 62645 CR 48, Greenport Date of Resolution/Issuance: August 16, 2023 Date of Expiration: August 16, 2026 Reviewed by: Eric Sepenoski, Trustee Project Description: For the demolition of the existing 1,643sq.ft, single family one- story dwelling, along with stoops and structures, which is 52'6"from the crest of the bluff.. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the survey prepared by Nathan Taft Corwin, III Land Surveyor, dated June 20, 2023; and stamped approved on August 16, 2023. Special Conditions: None Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. Glenn Goldsmith, President Board of Trustees 4 q NEw YORK STATS: O.EPARTMENT OF ENVIRONMENTAL CONSERVATION Dvi5ion of Environmqnlaf,Por�mit-, ogion I SUNY 6-Stony aroak,,50 Circle Pood.Stony Brook,NY 11790 Pe 16311 444Ar�365 I-F:j6 11.444-03610 LETTER OF NO JURISDICTION: TIDAL.WETLAiVbS ACT &,NOTIFICATION OF, POSSIBLE ENDANGERED-SPE.CIES ACT JURISDICTION Septombo25, 2023 Kevin M.ann.ix Karen Mann�ix 5 Rbd0o'.D(. Syosset, NY 11791 R6: DEC# 1-4738-.04361100002 M annix Property- ,:,62945 County Road 48 SCTM#'1'0.Q0-4Q-1.-12 Dear Applicant: Based on the information you submitted :the Department of Environ.mental'Conservatio n has dotetminod that the portionof the subject property IandWard of the Ii e labeled "top of bluff', as shown.on the survey prepared by,Nathan Taft-Corwin 111, dated.,612012'0.23i is 'beyond the jurisdiction. of Article 25 (Tidal Wetlands). Thereforejp' aco.ordahbe with the.- 'bu.rreht Tidal Wet[bnds Laod Use R0*g01atidhs­(6NY0RR Part 661) no permit is'required urider the Tidal`Wetlands Act. Please be,advised, however., that no construction-, sedimentation, .or disturbance of any kind may'take.p'lace, seaward of the tidal Wetladds,jurisdictio­rialbbundar - as .indicated above, without a permit. It is s your responsibility to ensure that,all necessary, precautions are taken to prevent:ahy:sedi Mentation ofothe'r alteration, or'�,di8tu'r'bance'to`the ground surface or Veget8ti6n within Tidal.Wetlands jurisdiction,which may result from. your project. Such precautions may include m4intaining .adequate work,-area..b.etwo-en thetidal wetland jUririSdicflonal`boundar y and your project -2.0' WOO,construction area) or erecting.a temporary fence, barrier, or-hay bale,berm.. Ploase.be advis,ed.that DEC has documented th-e.-surbm'er occurrence of'the Northern Long Eared Bat (NLEB) (10yods septentrionalis), a spec I fes listed as "endangered" by both Nbw York State and thP US Fish & Wildlife. Service,:Within 1.5'.miles of the project location. We heive*determined th8t..tree,:cutting at this-locatlon betwei6n. March 1, and November 30 of any calendar.year may resulf in the:"take" .of:these endangered/threatened species br their h6bitAt,within the Me*anihg of.EhvirontnJontb] Conservation Law (ECL),§1 1'-535.: 'The term "'take" is defined In part as the directkilling or injury-of individual.members,.of-a protected species, interference-with critical breeding, foraging, migratoryor other ess.enfial behaviors, of the adverse Modification of the species' habitat. The"'take"'of a-species- listed as e.ndange.red or threatened is prohibited in the absenpe.ofa perml;t,frc?m this Department issued Fi R14 flepriqwa.f Frivirenmenuil cpnservation PWSLI-ant to.EC.L §11-535. 41-order to avoid an-Endangered-Species "take," no.tree cutting activities may be conducted.at the prQje,08ite between the.dates..6f March I and N.overiiber.30' ofany'calendar yoae. If you have questions about.the pr,,,.,,O, of prblected species on or-ne-ar your-property, the-potential effects-of a.qtivftie�. on these.species.or your responsibilities ponsibilities -i�s- a.landowner or-projeqt'sponsor%und�'r the. Endangered Spiecies Regulations; pfiBase-contact the. Regional Wildlife,Manager at (831) 444-0.310. This let-ter shall remain valid unless site conditions-'.change. Please note that-this:I-ett-or does:not -relieve:you of the responsibility pf'obtaining-any necessary. permits,or approva''l§.from other agen'dies or local. Municipa.lities, S'.in.cerely, K-eviri. Kispbtt Permit Administrator 'CC" M. Carrick BMHP: Wildlife. file 0 1 lob -- 5sMs THIS PROJECT IS IN COMPLIANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE. ` ' ARCHITECT REVISIONS D E S C R I I T ION STANDING SEAM METAL ROOF ri 171 171 no 1N - WIN r _ P 8'-0" PLATE HEIGHT j T.O_ WINDOWS � rT 1" X 8" FASCIA 7� W/1-X2- OVER 1"X6" FRIEZE 00 100 � adi 1 30410 �_ j 5/4" BWINDOW 2452 3452 2452 24410 EGRESS 24410 2452 3452 2452 & DOOR SURROUNDS EGRESS I EGRESS IJ SWEEP SHINGLES T.O. SECOND FLOOR L E STANDING SEAM METAL ROOF OVER BELT BOARD 10'-0" PLATE HEIGHT 1"X2" TRIM OVER A 1"X12" BELT BOARD 1"X2" TRIM OVER A 1"X12" BELT BOARD T.O. WINDOWS � I r v _ 5/4" WINDOW T & DOOR SURROUNDS (TYPICAL) O w0 2442 2442 2442 2442 SHINGLE SIDING PER SHINGLE SIDING PER �.i� r SELECTION'OF SELECTION OF o a OWNERJ- Lu Hi Till0 T.O. FIRST FLOOR SWEEP SHINGLES OVER FOUNDATION O J WALL uj >- GRADE EL 34'-0" W 8X8 POST WRAPPED 20'-2g- 25'-61-SIDE YARD E PER SELECTION OF SIDE YARD F R 0 N T E L E V A T 1 0 N OWNER (TYPICAL) 1 SCALE: 1/4" = 1'-0" W 0 z LTJ f-- T j I I 'I i 1 0 x - _ n _- - __--_ -- -- - I I I I I I I ll I I T FFTTTI I 1 11 1 1 1 11 11 1 1 1 11 1 1 1 1 1 z z W -� W F HNG S P .0 /A 51 1- 8'-0" PLATE HEIGHT - T.O. WINDOWS 1" X 8""FOYER 1"X6" FRIEZE _ I J BOARD 5/4" WINDOW & DOOR SURROUNDS (� (TYPICAL) Q� n SHINGLE SIDING PE 7 SEL3046 3046 in OWNER SELECTION OF EGRESS EGRESS l SHINGLE SIDING PER Q� T J 3052 3052 3052 3052 \ SELECTION OF OWNER T.O. SECOND FLOOR iA 51\ J � STANDING SEAM METAL ROOF Charles M. Thomas 10'-0" PLATE HEIGHT - ----- -- --- - --- ------ - - a r c h i t e c t T.O. WINDOWS PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 JI PROJECT 5/4" WINDOW 00 T 24510 56510 24510 24510 24510 & DOOR SURROUNDS z (TYPICAL) pJ SWEEP SHINGLES I oo } OVER FOUNDATION ^N WALL j T 8X8 POST WRAPPED F PER SELECTION OF ELEVATIONS GL I . 1P 1��WG 080-4 T.O. FIRST FLOOR � �L� NON�p� 808 APLR OWNER (TYPICAL) JF 20'-9" 25'-6j- SIDE s'-s "SIDE YARD E R E A R E L E V A T 1 0 N SIDE YARD DATE. 10/12/23 PROJECT No. 2 SCALE: 1/4" = 1'-0" CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA DRAWNG BY. CMT CHK BY. SUBJECT TO DAMAGE FROM DwG No. GROUND WIND SEISMIC WINTER ICE FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING USE/ HEIGHT AIR TYPE OF W-MI-0 SNOW SPEED DESIGN FROST DESIGN SHIELD HAZARDS LOAD LOAD SUCTION LOAD OCCUPANCY FREEZING CONSTRUCTION LOAD (MPH) CATEGORY LINE TEMP. UNDERLAYMENT CLASSIFICATION INDEX WEATHERING DEPTH TERMINATE DECAY REQUIRED i of s 20 130 B SEVERE 36" MODERATE SLIGHT 11 Y E S FROM 1998 40 PSF 20 PSF PERIMETER EDGE ZONE a 6.72 PSF EDGE ZONE = 35.6 PSF RESIDENTIAL 34' 599 TYPE V TO TO FlRM MAPS INTERIOR ZONE = 51.4 PSF INTERIOR ZONE = 28.9 PSF HEAVY MODERATE THESE DRAWINGS AND ACCOMPANYING SPECIFICATION'S, 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 2020 RESIDENTIAL CODE OF NEW YORK STATE. ARCHITECT - -- - REVISIONS D E S C R I P T I O N - - r I I - - L 1" X" 2 8"" _l I� -- �1 - -- 1"X6" F14 ly�y RIOE BOARD J- III FFJ ill O& DOR SURROUNDS _ T 2042 �� �1_ O _E121.�. (TYPICAL) 3052 3052 - - EGRESS EGRESS SWEEP SHINGLE OVER BELT BOARD — 12 T T 1 1] ]I ISI R 1 !._ I,i= - - IN�o I l - 11 11 t 1 - r 1" X 8" FASCIA — - W/1"X2" OVER 1"X6" FRIEZE w 11 Jill BOARD WINDOW & DOO ROR SURROUNDS I - (TVP I CA L) J r Fi D E'R ?EMP 2EMP 1 _ ISLL Ti -C1 - 24510 tlwt J. 24510 0 z SWEEP SHINGLES 0 OVER FOUNDATIONW >– 8X8 POSTALWRAPPE PER SELECTION OF ® 11 L _ I SWEEP SHINGLES OWNER (TYPICAL) OVER FOUNDATION WALL W r-E S I D E E L E V A T 1 0 N z 3 SCALE: 1/4" = 1'-0" Hill _ iz Ti 1- z - _= le - �. LL W _�$F z - - 1 jK - -1H 1 1 _ 1' 1" X 8" FASCIA _ /\ W/1"X2" OVER 1. 1"X6" FRIEZE -T-TT IT I-TTT F7717T I---j i = J �A 51� BOARD 52 2446 -- I 24 - T I I ill 11 11 Hill I _ 12 _ a4 IIS,ELE ���NITY�E _ IT TE Y Charles M. Thomas a r c h I t e c t 1 I _ � - PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 r r PROJECT 2442 2442 T O 24510 30510 24510 & DOR SURROUNDS� (r Y P I c A L> EGRESS i 8X8 POST WRAPPED 8080A LR808 APLR PER SELECTION OF LLL ' OWNER (TYPICAL) - _ ELEVATIONS E SIDE ELEVAI O N DATE: 10/12/23 PROJECT No. 4 SCALE: 1/4" = 1'-0" DRAWING BY. CMT CHK BY. DWG No. 2OF6 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 2020 RESIDENTIAL CODE OF NEW YORK STATE. iC y'1 S a . 48'-0" f ARCHITECT 12'-0" 19'-6" 16'-6" 6'-3" 5'-9" 10'-1" 9'-5" 8'-3" 8'-3- REVISIONS D E S C R I P T ION 24510 56510 24510 LINE OF W LLS BELOW 4" 6" ST (2) 11 7/8"ML HEADER 4"x6" POST I I I N S 3 p 31'-6" 15-6" 0 2 1 0 0 Im w qAT N I rn In REAR DECK In M 0 M 1n 48'-0" "� I 3 M (n O = 00 o oI O 0 0 w w °' z z 12'-0" 20'-0" 1 '-0" J J _ Simpson Strong-Ti } } 2X10 ROOF RAFTERS //2X10 ROOF RAFTERS 4'-91" 3'-52" 3'-5j" 3'-5j" 4'-9 I 0 16 OC. 0 16" OC. 1 I HDU (CORNER HOLD DOWN a a 6'-3" 5'-9" 13'-10 2'_2'1 (TYPICAL THROUGHOUT, SEE DETAIL w w FWG 12 80-4 24510 w MASTER W o o LINE OF R00 ABOVE 24510 Z m I 3J52 3J52 3J52 3 52 J BEDROOM Z M (3) 11 ML HDR Y M 2 3 4"x6" POST (3) 11 7/8" ML HEADER 4"x6" ST 14'-0" CEILING HEIGHT I 4"x6" OST ( ) 11 7/8" ML HEADER 4"x6" POST � I Ilk 4 8X8 POST WRAPPED iV w PER SELECTION OF SMOKE m o 01MJER (TYPICAL) FULL LENGTH QSDETECTOR N FULL LENGTH I VERSA STUDS ® RSA STUDS ® 0 I 1 N J" w N _ 16" O.C. 1 Y"X 5 a 6" O.C. 1 X 5 w I a COVERED q a " 10 J I 0 ,=„m DEC 0 14" TJI JOISTS 360 SERIES M Simpson Strong-Tie J I n o) q ® 16" OC. in HDU (COR ER HOLD DOWN) 3 (TYPICAL THRO GHOUT, SEE DETAIL) )) r Ld to v LINE OF WALLS ABOVE v LIVING ROOM J _LINE OF WALLS ABOVE_ d (EGR SS 3 4 C 2 1 _ _ _ N =� --- _ — � " t=-HDR- - - - r - - - -(3j-1#"-WE-W6R - - - - a (2) 11 7/8" ML HEADER U I ^p0 FWG 8080 OPEN L P.D. 2680 C4 INE OF TRAY CEILING T - OPEN I L J INE OF TRAY CEILING TO 9'-0" ABOVE TO W ? NDN (2) 11 7/8" ML HEADER OI — — — — — _ N ® ao BELOW �1 0%, ® to w I p Ems-- O J1 Ul �w 12'-0" N 19'-2" -0" 3'-8" 6'-2" to N U In 11'-8" 19'-0" 2' (yo�0 13-2 0 _ 0 0 I WI �o �° WI � °� � O c� O to F1 L �'I a �p CLOSE �° �� CLOSET I! I w o w io 2"X10" CEILING JOISTS ® 1 w c0 Z N 00 O to L _ J N o I I I o U 16" OC. U W w O N tD U O) Q I w 1 O N O O O�m Cl .I M O W 0 0) X a I X DINING a =i1w — — — — -� = - - r t0 z N 2° N O 0 BED OM 3 ; O J B - , ® 3'_ ' BEDROOM 2 �� s Lli _SMOKE -- - O OR N I � I 1 SMOKE V) o -DETECTOR ( OY LINGDETECTO.- e in it) 0 � J � � � 125 CFM EXHAUST N TRAY CEILING TO J 1 0 W-0" I I I w � W �- FAN TO EXTERIOR U 6"x6" POST WRAPPE '`� 4b 9'-0" r+� PER SELECTION L) _ O d I OWNER (TYPICAL) 36 PERGNYSSPCODEAIL o) �os� sG� 1 c0 - J _ LINE OF FLOOR ABOVE _ M 0 M 2080 -ff N `d. (3)14" ML HEADER FLUSH 3)14" ML HEADER FLUSH °eo P �\ i OSE °6 3s" HIGH HAND RAIL PER NYS CODE BATH `iob N $'-6" o O 1 N 3'-O" O SMOKE O ��� 125 CFM EX AU T FAN TO EXTERI�R z SMOKE DN ¢ S —DETECTOR DN `L N to 17R o ~CARBON DETECTOR 15 MASTER oa BATH M 3'-4" 8—o" 1 20 _ © MONOXIDE BATHROOM 1 N p 1 d- DETECTORi-.� 125 CFM EXHAUST M N FAN TO EXTERIOR M J w iL 8'-0" CEILING II/SHOWER M m O HEIGHT 66� a o LJ o 1 20 D o 30 11'-8" \ Q~ �O6 " ® v v w a0 1 �o w w a m — HO 8(D 0 5'-2" B 1n TRAY CEILING TO z OPEN z I I to w = o _ B TH I- 9'-0" 0 N I to J 0 I 8'-0" CEILING N w BELOW J O I V rLpO� O (j J 5' 6'-4" a it o IGHT p J I IJ o I q M a M i� ih 13'-6" 5'- z O 9'-0" � - ° 12'-0" N ° KITCHEN - FOYER N `° a SHOWERW a I LJ c0 _I. _ o N ® I ® ALF BATFfu) I 0) _ _ I ' O O N I \'FA TO EXTE IDR C> I I I I ® UP 125 CFM EXHAUST CLOSET o _ "� © - \ o = I = FAMILY o ►- 5-0. — — — / _N ROOM LLI N17R ryO AN TO EXTE IDR N BEDROOM 1 SHOWER M n TRAY CEILING TO a1 z � 4'-0" 6'-0" � O 04 a 6" HIGH OPEN RAI tV `O `O c� PER NYS CODE \ N L r- 2° �O a TRAY CEILING TO 9'-0" ih v1 4 L� to g_g" (3 14" ML HEADER FLUSH O �O �L� N wo 9-0" 36" HIGH HAND L PER NYS CODE >- g.-O.1 � LAUNDRY �m SMOKE 3' V-8 O PROVIDE TILED SHOWER PAN = e j C! O'-DETECTOR = SMOKE V) _CID o I I MUD ROOM N W O in I'l PROVIDE TRAP PRIMERH®DRAIN. SIDE Oj w O O_—CARBON ETECTOR 0 O K M VENT DRYER TO EXTERIOR `� X06 I N M "' ©� -DETE�DETECTOR Z M W 00 O 10 4" 8'-2" -w .- o, 8'-6' O o W 1 yp ® M 5'-0" I I � "x6" S)i11 7/8" ML HEADER 4"x6" POST 1T-o" zo 1680 1680 iO cn 2"X10" CEILING JOISTS 0 �° 2"X10" CEILING JOISTS 0 0 i. c n = d. 16 OC. U a 24410 E 0 E 0 24410 16" OC. 'n l-- J L_ 1 1 r N BENCH WITH HOOKS iV 4"x6" $2) 11 7/8" ML HEADER 4"x6" T 1 iv 4"x6" $2) 11 7/8" ML HEADER 4"x6" POST FR NT a o JLMI POST WRAPPED PORCH I q= 2442 2442 ER SELECTION OF �' 2 2 2 2 2452 3 2 245262452 3 2 2452 EG ESS N EG ESS WNER (TYPICAL) 13' 0" Lt3 11 ML HDR LINE OFR F BELOW 4'-7j- 4'-71" 4'-71" 4'-74„ 9'-p" 9'-0" 6'-0" 6'-0" 9'-0" 9'-0" 8'-9" 6'-0" 6'-0" 8'-9" 18'-0" 12'-0" 18'-0" 18'-0" 12'-0" 18'-0" 48'-0" 48'70" S S 2 2 Charles M . Thomas rp-�� FIRST FLOOR PLAN P SECO N D FLOOR PLAN a r c h i t e c t 1 SCALE: 1/4" = 1'-0" 1 SCALE: 1/4" = 1'-0" PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 LIVING SPACE: 1908 SF (FIRST FLOOR) LIVING SPACE: 1175.8 SF (SECOND FLOOR) PROJECT TOTAL LIVING SPACE: 3,083.8 SF TOTAL LIVING SPACE: 3,083.8 SF GROSS FLOOR AREA: 1908 SF (FIRST FLOOR) GROSS FLOOR AREA: 1656 SF (SECOND FLOOR) TOTAL GROSS FLOOR AREA: 3,564 SF TOTAL GROSS FLOOR AREA: 3,564 SF FLOOR PLANS DATE: 10/12/23 PROJECT No. DRAWING BY. CMT CHK BY. DWG No. W 003 00 3OF5 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 2020 RESIDENTIAL CODE OF NEW YORK STATE. z. yR +�Iw ARC H ITECT 48'-0" 31'-6" 16'-6" -O" 10'-0" 9'-9" 9'-9" 11-01. REVISIONS D E S C R I P T 1 0 N LINE OF DECK ABOVE r I (3) 2X10 ACQ GIRDER �i (3) 2X10 ACQ GIRDER 1 (3) 2X10 ACQ GIRDER_T o -f — I LINE OF W LLS BELOW i L J 12"fi SONO LUBE ON il I 10 ROOF RAFTERS 2X10 ROOF RAFTERS — J _.. — J L' — 2X® 16" OC. BELOW ® 16" OC. BELOW V) " 24"x24"x12" FOOTINGS � I I w 12" P.C. FOUNDATION W MIN 36BELOW GRADE Kn ad N 10' HIGH WITH #5 BARS 48" I z I v (MUST BE VIRGIN SOIL) o O I ( � vo 0.C. VERTICAL & HORIZONTAL I o 0 (TYPICAL FOR 6) Q io I 1 `12 ON 12"X24" POURED I I m m ix -t o CONCRETE FOOTING 1 1 o ® FRAME REVERSE THROUGH AND#5 BARS CONTINUOUS 00 m < X ® z rn LAYOVER MAIN ROOF 3 3 iv N o o z 12'-0" 19'-6" I I ( z W 7'-3" 7,-3" °' W _ - - o0 J L —I ML GIRDER— JLi ,GILL GIRDERS SHALL BE SHIMMED 3 1/2" STANDARD STEELIPE; ALL GIRDERS SHALL BE ci AS REQUfRED IN BEAM POCKETS COLUMN ON A 30'X30"X15" SHIMMED AS REQUIRED IN a C5 M I I WITH STEEL SHIMS (TYP) FOOTING.DPOURED(TYP) Tl )CONCRETE BEAM. POCKETS i I 4'-8" o ® 1 I tO NOTE: ENTIRE CEILING SHALL BE 1 _ iv oSHEET ROCKED WITH 1/2" TYP 'X o0 r U) I —4 8" z I UNFINISHED BASEMENT W N I I� N Q I I ` I / 9'-0" CEILING HEIGHT U' w 3 a -Z'X1Q'-ACa-LE .GEE- — ( 4" POURED CONCRETE SLAB M o Ix W I 0 EN o I OVER 6 MIL. POLYETHLENE I 1 w O' 1 I^ O —�/ w 1 VAPOR BARRIER ON WELL N c° I \ I O — — — — — — — — — — COMPACTED POROUS FILL S ® I — _ I 12'-0" 34'-0" I O U x I °° Of C5 12" P.C. FOUNDATION WALL I I O -I I J O W (o X •- I I 10 HIGH X L N © WITH #5 BARS 48" O.C. © y - 1 I o VERTICAL & HORIZONTAL ON I ( o, CV ` rloo / 1 12"X24" POURED CONCRETE I I �P BE R OM 3 1 W/(2) #5 BARS CONTINUOUS FOOTINGI I B E R SMOK 2 ` � S —S OKE D TE TOR / 5'-7 5-71" I y DETECT R O n -0 7'-11" 8'-4" 7'-2" 5'-8" 5'-8" -0 ( __J \ I I � w /}- � � -I—�=M GIRDERi� — - - ��' I a T a LJ L __ POINT LOAD I L T L J L J I I v I3 " HIG HAND RAIL P R ODE p A { N (n - - - -I I —J I o — — D °D ALL GIRDERS SHALL BE I I I m - -D TEcroR �� 17R m — I SHIMMED AS REQUIRED IN 3 1 2" STANDARDS EL PIPE I I Z 11 ML ID E Z:) Z BEAM POCKETS WITH / STEEL SHIMS (TYP) COLUMN ON A 30"X3 "X15" ATTIo N o 1 I d �I I DEEP POURED CONCRETE = o = I I 6 sHo R ' I X Ir I II N FOOTING. (TYP) 11 m o I I I % o 0 IT co Q U w io U o zo �'-m I I �Q a OPE 8" I 4'–D" i 1 w `" m I o< w I I I TO z I y O 4'-0' 1'-O'LL lw UJBAH BELO x LL -3 0 00 0 � I I '- o o N I I T , o _ / � � n LE — cV M D v M U el 1 O O z 0 �, cfl I I w X KD z o ® uP o ® "x10" Ac cv �' N p FAMILYpL N z 1 I I I ® 1 s O.C. �I o E W r m ROOM s� 1 Q I Y = SHOWE J " I SMOKE — — o I1" BEDROOM 1 PRO DE 5/8" QS DETECTOR 3) 14" ML FLUSH I X 0 SMOKE 0 1TYPE " GYP. BD. ALL GIRDERS SHALL BE L L 12 P.C. FOUNDATION N 1 I I ON CEILING CARBON SHIMMED AS REQUIRED IN 0 DETECTOR SMOKE ©--MONOXIDE BEAM POCKETS YVITH 1 "r 10' HIGH WITH #5 BARS 48 I I Q - _ W DETECTOR o I ABOVEFURNACE DETECTOR 1,, 4O.C. VERTICAL & HORIZON TA `� Z _ FC R AT EAST 3'-0" STEEL SHIMS (TYP) CARBON — I ON 12"X24" POURE ( r oetEcroR ON ALL SIDES r of PER N Y.S. CODE H W H o o in CONCRETE F00 NG o / DIRE,T VENT I 1 I I I W/(2) #5 BARS CONTINU US I — J I O GAS BURNER B O I L E R Li J - - - - - - - - - - - - � F — BLUE STONE ABOVE -I I-- - - - — - - - - - - - I 10 I O ` 0 3 1 I UNEXCAVATED I o I C4 g 4" POURED CONCRETE SLAB OVER 6 MIL. < m _--- - - - - - - - - - - - - - - - - - I POLYETHLENE VAPOR BARRIER ON WELL ( - - - - - - - - - - - - - 8' COMPACTEDPAROUS FILL 8" UO 1 I — — — 1 -g — — — — POST ABOVE o x N (TYP) FRAME REVERSE THROUGH AND 0 C° FRAME REVERSE THROUGH AND LAYOVER MAIN ROOF o LAYOVER MAIN ROOF 8" P.C. FOUNDATION WALL LINE OF ROOF BELOW N ON 8"x16" P.C. FOOTING 17'-6" 13'-0" 17'-6" 48'-0" Charles M . Thomas a r c h i t e c t FOUNDATION PLAN ROOF FRAMING PLAN Po Box 877 JAMESPORT, NY 11947 (631) 727-7993 1 SCALE: 1/4" = 1'-0" 1 SCALE: 1/4" = 1'-0" PROJECT FOUNDATION PLAN & ROOF FRAMING DATE: 10/12/23 PROJECT No. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA DRAWING BY. CMT CHK BY. GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM DWG WINTER ICE FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING UNo. USE/ HEIGHT AIR TYPE OF l W N 00 00 SNOW SPEED DESIGN FROST DESIGN SHIELD HAZARDS LOAD LOAD SUCTION LOAD OCCUPANCY FREEZING CONSTRUCTION LOAD (MPH) CATEGORY LINE TEMP. UNDERLAYMENT CLASSIFICATION INDEX WEATHERING DEPTH TERMINATE DECAY REQUIRED :]:4:0:F::6:: 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 FIRM MAPS INTERIOR ZONE - 51.4 PSF INTERIOR ZONE - 28.9 PSF HEAVY MODERATE 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.MSUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPLIANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE. l " ARCHITECT REVISIONS D E S C R I P T ION RIDGE G' i 12 ,O'P 12 X 6 COLLAR TIES O 14 ® 32" O.C. 14 oo��P UNFINISHED s® TYPICAL ROOF CONSTRUCTION � ( I W SHINGLE ROOFING PER SELECTION OF OWNER / / L11 >-- +� ATTIC ��.o AW' OVER 151 ROOF FELT ON 1/2" COX PLYWOOD SHEATHING. �, -----_ 2"X10" ROOF RAFTERS 0 16" O.C. J 2 X 10 CLG JOIST 0 16" O.C. / \� s'-o" PLATE HEIGHT TYPICAL CEILING CONSTRUCTION RIDGE W OF TRAY CEILING TO 5/8" GYP. BD. FINISH- 9'-0" 8'—O" PLATE HEIGHT / 9'—O" T. & S. 3 COAT JOB (Tr) 2" X 10" CEILING JOISTS 0 16" O.C. z �Q T.O. WINDOWS - - W/ R-49 BATT. INSULATION T.O. WINDOWS -- --- ----G -- — �' TYPICAL WALL CONSTRUCTION -e ,�� O �- TYPICAL ROOF OGLE ROOFING PERSELEC1 IONON OWN o SHINGLES PER SELECTION OF OWNER TYVEK HOUSE WRAP 1/2" -= O 00 o o I " " / "�� — �� �` OVER 15# ROOF FELT ON 1/2 CDX PLYWOOD SHEATHIN T14- lo �, �,' BEDROOM °' CD X PLYWOOD SHEATHING ON 2X6 WD. STUDS 0 16 O.C. !� 12 ��<v ��� 12 2"X10" ROOF RAFTERS 0 16" 0. M I CLOSET R-21 INSULATION Q� M I 14� QQ 2 X 10 CLG JOIST 0 16" O.C. 140 CEILING 9'—O' 2441 xn� OF i 3052 O `C - _ TYPICAL CEILING CONSTRUCTIM TYPICAL FLOOR CONSTRUCTION �-� o o ®'�• n T.O. SECOND FLOOR 14" 360 TJI FLOC o W 3 4" PLYWOOD SUBFLOOR W MIN. T.O. SECOND FLOOR ti 2" X 10" CEILING JOISTS 0 16"UL I / / / �< _--- - 5/8- G . BD. FINIS W/ R-49 BATT. INSULATI 10'-0" PLATE HEIGHT 10'-0" PLATE HEIGHT LINE OF TRAY CEILING TO & S. 3 COAT JOB (TYP) W 14'-0"CEILING HEIGHT NOT TO LINE OF WINDOW IN 11111RONT -- I ' 14" TJI FL JSTS 360 SERIES ® 16" OC. EXCEED 15'-0" z �u T.O. WINDOWS 5/8"GYP. BD. FINIS T.O. WINDOWS T. &S. 3 COAT JOB (M) TYPICAL WALL CONSTRUCTION o TYPICAL WALL CONSTRUCTION SHINGLES PER SELECTION OF OWNER TYVEK HOUSE WRAP 1/2" SHINGLES PER SELECTION OF OWNER TYVEK HOUSE WRAP 1/2" MASTER o CD X PLYWOOD SHEATHING ON 2X6 WD. STUDS 0 16 O.C. 1 CD X PLYWOOD SHEATHING ON 2"X6" WD. STUDS 0 16" O.C. KITCHEN R-21 INSULATION 0 BEDROOM o R-21 INSULATION CEILING 12'-0' 1 0 0 00 00 24510 TYPICAL FLOOR CONSTRUCTION - - TYPICAL FLOOR CONSTRUCTION 14" 360 TJI FLOC 14" 360 TJII Fl T.O. FIRST FLOOR W/3/4" PLYWOOD SUBFLOOR W/MIN. T.O. FIRST FLOOR 14" TJI FL JSTS 360 SERIES 0 1 " OC. W/3/4" PLYWOOD SUBFLOOR W GRADE EL 34'-0" 14" TJI FL JSTS 360 SERIES ® 16" OC. 2"x6" ACO SILL PLATE GIRDER 2"x6 ACO SILL PLATE TERMITE SHIELD, SILL 25'-6 " ° ° TERM TE SHIELD, SILL o 0 20'-9" ° ° SEALER, SIDE YARD SEALER, SIDE YARD 5/8" DIA. ANCHOR BOLTS 5/8" DIA. ANCHOR BOLTS 026"-0" O.C. 026" 0" O.C. = BASEMENT BASEMENT 0 ° 1 NOTE: ENTIRE CEILING SHALL BE NOTE: ENTIRE CEILING SHALL ° Charles M . Thomas �p 3 1/2" STANDARD STEEL PIPE BE SHEET ROCKED NTH 1/2" SHEET ROCKED WITH 1/2" TYP 'X' COLUMN ON A 30"X30"X15" DEEP TYP 'X' OURED CONCRETE FOOTING. (TYP) 12" P.C. FOUNDATION WALL 10' HIG 12" P.C. FOUNDATION WALL 10' HIG a r C h I t e C t WITH #5 BARS 48" O.C. VERTICAL & WITH #5 BARS 48" O.C. VERTICAL & HORIZONTAL ON 12"X24" POURED 4" POURED CONCRETE SLAB HORIZONTAL ON 12"X24" POURED 4" POURED CONCRETE SLAB PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 CONCRETE FOOTING ° ° 4 MILL VAPOR BARRIER ° ° CONCRETE FOOTING ° ° 4 MILL VAPOR BARRIER W/(2) #5 BARS CONTINUOUS W/(2) #5 BARS CONTINUOUS 1 0 0 0 0 0 0 0 o PROJECT S CROSS SECTION 1 S CROSS SECTION 3 1 SCALE: 1/4" = 1'-0" 3 SCALE: 1/4" = 1'-0" CROSS SECTIONS DATE: 10/12/23 PROJECT No. DRAWING BY. CMT CHK BY. DWG No. [9-05--FO—0 5OF6 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 2020 RESIDENTIAL CODE OF NEW YORK STATE. qTk . F- ` ARCHITECT REVISIONS D E S C R I P T ION IDGE RIDGE �10 HEADER 2 k 1 12 p RppF D4 2X COU. AR I ES RAFTER TYPICAL ROOF CONSTRUCTION C ROOF RAFTERS HEADER SHINGLE ROOFING PER SELECTION OF OWNER BEYOND OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. 2"X10" ROOF RAFTERS 0 16" O.C. Q1 FI �ISHEQ A:110 TYPICAL CEILING CONSTRUCTION 12 -10"—C EILING_IOISTS_16"O.0 1 N E E 4 2 X 10 CLG JOIST 16" O.C. 10 5/8" GYP. IF W/ R-49 BATT. INSULATION 2 X 10 CLG JOIST ® 16" O.C. T. & S. 3 COP) LINE OF TRA9'-TYPICAL WALL ONSTRUCTION SIDING PER SELEC11014 OF WNER TYVEK HOUSE WRAP 1/2" CD X PLYWOOD SHEATHING ON 1 r X 5 r FULL LENGTH 36" HIGH HAND RAIL PER NYS CODE VERSA STUDS 0 16" O.C. -21 INSULATION 12 FULL LENGTHVERSA STUDS ® " k10 RR ® 16x4 16" O.C. 1 J"X 5 OPEN 14 TJI FL JSTS 360 SERIES ® 16" OC. C - --- HEADER ABOVE � 5/8' GYP. BD. FI H T. & S. 3 COAT JOB (T P) 36" HIGH HAND RAIL PER NYS CODE O LIVING ROOM a TYPICAL FLOOR C N UCTION a W 14" 3 0 I'UI FL00 OI 0 "O.C. 36" HIGH HAND W/ /4 (WOOD SUBFL'dR W/MIN. SO NS TION RAIL PERCODNYS R- NSITION (� 8X8 POST WRAPPED PER VI ECTION OF OWNER L(TYPICA) z 0 2"X10"' DECK JOISTS ® 16" O.C. 14" TJI FL JSTS 360 SERIES ® 16" OC. 4" POURED CONCRETE SLAB 2"X10" ACQ LEDGER — — - — OVER 6 MIL. POLYETHLENE UJ 2"x6" ACO SILL PLATE GIRDER GIRDER l r �— �— VAPOR MPA TEDDBARRIER ONWELL TERMITE SHIELD, SILL COMPACT iFlL 8" P.C. FOUNDATION WALL SEALER, °° —!!I— ON 8"X16" P.C. FOOTING Z 3-2"X10" ACO GIRDER 5/8" DIA. ANCHOR BOLTS 3 1/2' D STEEL PIPE —II COLUMN ON A 3(130"X15" DEEP 0 O � _12"O ®26"-0" O.C. POURED CONCRETEOTING. (TYP) - SONO TUBE ON M 24"x24"x12" P.C. BASEMENT _ _ _ csls 'OOTING MIN 3' BELOW _ GRADE ° NOTE: ENTIRE CEILING SHALL BE R RTO WALL (MUST BE VIRGIN SOIL) SHEET ROCKED WITH 1/2' TYP X' (14) 10d x 1 /2" FASTENER STUD TO BAND JOIST (20) 10d x 1 1/2" FASTENER Z z 12" P.C. FOUNDATION WALL 10' HIGH­-' 36" HIGH HAN ° WITH #5 BARS 48" O.C. VERTICAL & RAIL PER NYS HORIZONTAL ON 12"X24" POURED CODE ° „I MTS16 D35 W 4" POURED CONCRETE SLAB CONCRETE FOOTING ° ° 4 MILL VAPOR BARRIER W/(2) #5 BARS CONTINUOUS zIn ° ° MTS12 ° C R 0 S S S E C T 1 0 N 2 LTP4 ° LTP4 SCALE: 1/4" = 1'-0" Uplift connectors shall bypass each other to D10 LTP4, spacing as required fo prevent cross—grain shear. SSP spacing for uplift tension of band joist. SILL TO RIM JOIST (12) 8d x 1 1/2" FASTENER RAFTER TO WALL SCALE: N.T.S. Charles M . Thomas fan r r RAF a r c h i t e c t _ �r -4—t _ PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 I I 1 r I j t tm b wRr �ri 4-t t/tw I T ri _j t,Ay Ridge Beam PROJECT HOUSE ovErt iow C. uv _ Hi WC uv I uv I w.c. SHOWER I �l I I SECOND FLOOR loA/y RL I•°I I ° rI 1 CONNECT TO APPROVED t r—�t—+ RIDGE F.A.I.&SANITARY SYSTEM I I I r_ ry �w I ° H/tV-? T-1-fin �-w/n ¢ t-t/n Y" /� t-t/tv-p MSTA I K TCHEN FRESH AIR NO WASHER i I wc. I uv i LAV 1 LAV (W.C. SINK I RAFTER I I°.I I rus SHO oD58 CROSS SECTIONS FIRST FLOOR Q. Simpson Strong Tie CONNECT TO APPROVED %P.V.C.PPE PITCHED WITH CEILING COLLAR TIES ® 32" O.C. Simpson Strong—Tie F.A.I.a SANITARY SYSTEM AS PER N.Y•&CODE CS-2008 MIN. WITH (7) 10d COMMON NAILS PER RAFTER INSTALLED OVER PLYWOOD DATE: 10/12/23 PLUMBING RISER DIAGRAM RIDGE STRAP TIE ADJUSTABLE HANGER PROJECT No. SCALE: N.T.S. DRAWING BY. CMT SCALE: N.T.S SCALE: N.T.S. CHK BY. DWG No. 6 OF 6 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. TABLE R 301.7 CORNER AND PARTITION POSTS TOP PLATE FRAMING TO ACCO A D A TE ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS PIPING F602. 7. 2 STUCTURAL MEMBER ALLOWABLE RAFTERS AND CEILING DEFLECTION JOISTS OR APPROVED ROOF TRUSS t6lLTOP PLATES RAFTERS W/ GREATER L/180 SLOPES THAN j W/NO TOP PLATES WW MM FINISHED CEILING TOP PLATE SECOND STORY TOP PLATE— GYPSM BOARD INSTALC � INTABLE 3.1 ATTACHED TO RAFTERS SEE DRILLING AND 6d NAIL AT 24 O.C. ACCORDANCE WITH STUD INTERIOR WALLS AND H/180 JOIST IS PERMITTED TO NOTCHING PROVISIONS PARTITIONSFLOORS AND PLASTERED L/360 STUD BE CUT OR NOTCHED BORED HOLE MAX CEILINGS FLOOR JOIST— BETWEEN THESE LIMITS WALL STUD— DIAMETER 60% ALL OTHER STRUCTURAL L/24o BORED HOLE MAX SEE DRILLING AND z NOTCHING PROVISIONS SEE DRILLING AND MEMEBERS OF STUD DEPTH DIAMETER 40% BOTTOM PLATE NOTCHING PROVISIONS o EXT. WALLS W OF STUD DEPTH _ WFCM SECTION 3.3.1.1.1 1/3 SPAN 11/3 SPA WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL 5 8" MIN. TO EDGE91 STUCCO FINISHE PLASTER OR H/iso 5/8" MIN. TO EDGE NSTALLED IN ACCORDANCE / NAIL AT 6" O.C. WITH WFCM TABLE 3.1 EXT. WALLS-WIND LOADS L/240 i LL PANEL EDGES) WITH BRITTLE(b) FINISHES d ° Tir I 8d NAIL AT 12" O.C. ON ALL EXT. WALLS-WIND LOADS L/240 5/8" MIN. TO EDGE FINST OR BLOCKING JOIST ENDS TO BE FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE(a) FINISHES NOTCH MUST NOT EXCEED BAND JOIST AND BRIDGING �ROTATONLOCKED ANAACCORDANCE (a) CORNER DETAIL PANEL EDGES 40% OF STUD DEPTH7 NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH TOP PLATE SEE WFCM SECTION 3.3 a. The wind load shall be permitted to be taken as 0.7 times the cn [oil OR BLOCKING 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 E 6 O.C. ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT deflection limits herein. BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60% o BEARING ALL PANEL EDGES) BE LOCATED IN THE SAME b. For cantilever memebers, L shall be taken as twice the Ienght CROSS SECTION OF CUT OR OF STUD DEPTH, THEN STUD MUST BE WALL of the cantilever. CROSS SECTION OF CUT OR 5/ " MIN. TO EDGE c. For aluminum structural members or DOUBLE AND NO MORE THAN TWO panelot 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 � cfl LAP JOIST 3 IN. MIN. CUT INTO STUD — glass or sandwich panels, the total load deflection shall not N BOTTOM PLATE FOR FIRE BLOCKING exceed L/60. For sandwich panels used in roofs or walls of z N N BAND JOIST WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall civ v\ \ OR BLOCKING f e 16d NAIL AT 24" O.C. INSTALLED WFCM TA ACCORDANCE WFCM 2015 SBC HIGH WIND EDITION not exceed L/120 TABLE R 301.2.2.2.1 WFCM 2015 SBC HIGH WIND w SILL PLATE JOIST o . EDITION o' e e SECTION 3.4.3.1 .1 FIGURE 3.3B WALL BRACING ADJUSTMENT FACTORS BY ROOF SECTION 3.4.2.1 .1 FIGURE 3.3 A 8d NAIL AT 6" O.C. ON ALL CRAWL SPACE COVERING DEAD LOAD OR BASEMENT SUBFLOOR FRAMING MEMBERS AT PANEL NOTCHING AND BORED HOLE LIMITATIONSNOTCHING AND BORED HOLE LIMITATIONS FOUNDATION MONOLITHIC EDGES AND 12 O.C. ON ALL ROOF/CEILING ROOF/CEILING SLAB—ON—GRADE L NDATIONRADE (b) INSIDE CORNER DETAIL FRAMING AMN MEMBERS NOT AT FOR INTERIOR NONBEARING WALLS DEAD LOAD DEAD LOAD FQR EXTERIOR WALLS AND BEARING WALLS WALL SUPPORTING 15 psf or less 25 psf PLATFORM FRAMING INTERMEDIATE BALLOON FRAMINGEXTERIOR CORNER FRAMING NOTCHING AND BORED OLE LIMITATIONS ROOF ONLY 1.0 1.2 BEARING WALL OR EXTERIOR BEARING AND INTERIOR 2x4 CONTINUOUS o ROOF Plus ONE STORY 1.0 1.1 LATERAL BRACE AT 6' O.C. � N NON — BEARING WALLS: 602. 6 CSC 2 FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) I-- o TYPICAL WALL, FLOOR & ROOF FRAMING JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED W WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-10d NAILS CO N FOR WOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE Uj TRUSS OR CEILING JOIST 0 FASTENER SPACING (inchesSEE STUD TO RAFTER) z W FASTENER SPAN 4 FEET 6 FEET BL CKING SECTION A-A C PPLE TUD OR STUD TO STUD DETAIL GABLE END TRUSS T PICAL TYPE <_ 4 FEET < PANEL SPAN < PANEL SPAN ENDWALL ONNECTORS Q 0 < 6 FEET < 8 FEET 1/2^ SPACING—\ A A R QUIRED U ALLOWS E CH SIDE U) NO. 8 WOOD SCREW HOLDDOWN 10-8d Q ANCHOR WITH 2" EMBEDMENT 16 10 8 INSTALLATION NAILS HEADER STUDS FULL LENGTH �� O LENGHT DOUBLE A A WA STUDS 5d COOLER NAILS AT 10 O.C. Q ATUUN.) ° CORNER STUD NOTE: PL FT CONNECTION IS REQUIRED BRACE BLOCK A10LdEDNAOEACH � AT HA DW�(RE o o CONNECTED TO BLOCKING NO. 10 WOOD SCREW 16" 12" 9" HO#IDIM TRANSFER SHEAR TYPIC',L AT EACH END OF HEADER AND GYPSUM BOARD z ANCHOR WITH 2" EMBEDMENT (HDCONN CTO S AT BOTTOM OF HEADER STUDS IN LENGHT CO NEC R ADDITION TO CONNECTORS AT W Io NOTE: SIMILAR REQUI ED FCONNECTION OUNDATION. AT EA=E SIDE R UIR 5d COOLER NAILS AT 7 O.C. z WALL STUDS AND AT TOP AND 2-1bd COMMON BOTTOM OF CRIPPLES 20 GAUGE STRAP W 1/4" LAG SCREW BASED ANCHOR " " " ° NAIL$ED6WAL. FLOOR BRACING AT FND BAYS 10-8d NAILS 0WITH 2 EMBEDMENT 16 16 16 SIDE WALL �- TYPICAL FRAMING AND UPLIFT UjLENGHT WFCM FIGURE 3. 6 CON N ECTI ON S FOR OPENINGSQW C "$UBFLOOR 8d NAIL AT 4 O.C. ENDWALL STUDS THIS TABLE BASED ON 180 MPH WIND SPEEDS ANDA 33 FOOT MEAN ROOF HEIGHT. 0_1 FACE OF FOOTING CEILING BRACING GABLE ENDWALL b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. FASTENERS SHALL BE LOCATED NOT LESS THAN 1 FROM EDGE OF PANEL. BAND JOIST w 12„ MAX. ( WFCM FIGURE 11 ) c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN � o ON EMBEDMENT LENGHT OF NOT LESS THAN 2” INTO THE BUILDING FRAME. � U' AILS BASED ' SHEAR WALL REQUIREMENTS FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. � TOP PLATE U w d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING JPROVIDE RAFTER TO VIBRATION—RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT �:� H NO CEILING RIDGE TENSION STRAP cv DIAPHRAGM CENTER 2x BLOCKING RIDGE HANGERS IF USE 8-8d COMMON NAI S LESS THAN 1,500 POUNDS. o H/2 BUT NEED OT �y� ��` H/ BUT NEED NOT REQUIRED ON SHEATHING JOINT RAFTER TAILS ARE NOT EACH END OF 1 -1 4� oN WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) ° ° ° ° EXC ED 15 FT. AX. 1 EXCEED 40 FT. MA . 15/32 WOOD STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP HOLDDOWN ° o CORNER STUD ON CABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW g � (HDU) ° o CONNECTED TO ROOF RAFTER o o TRANSFER SHEAR BASED ON SHEARWALL REQUIREMENTS w o ° FOUNDATION CLEARANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING " `) ° DOUBLE 20 GA. STRAP z STUD MIN. ( PREFERRED METHOD �» AT HARDWARE o RAFTER Q J 1 WIDE MIN. 0 HOLD D 0 WN 8d NAIL AT 12 O.C. IDN o W/(8) 8d NAILS ALL FRAMING MEMBERS EACH SIDE B ACKETS AT SHEAR WALL CORNERS NOT AT PANEL EDGES WINDOW AND DOOR OPENINGS: GYPSUM BOARD Z (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM W 16d NAIL AT RIDGE BEAM M FLOOR TO FLOOR PHD5 /_ 24" O.C. RIDGE TENSION STRAP DETAIL- CONNECTION ° TABLE 8301 . 5 NOTESN FOR 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. AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDO NS NOTES O.C. (ALL PANEL b.SECITRONIED8DTOATTIC SCANVENT ONACES MEETING CEILING HEREQJOISTS UIREMEAND NTS IN A B L E R ,301 . 5 NAILS EDGES) SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER WDOD S RUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND RIDGE SIMPSON CS-20-4 S I m son S t ro n Tie RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO }� r p g NAILING SCHEDULE TABLE 3.1, OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS ( PSI ) 8-8d TO STUD CONNECTION ( CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 A35— Chimney Framing , 2-8d TO PLATES W)FM HI-OH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE Z 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 LIVE L 0 A D CONNECTION A OUTSIDE CORNER DETAIL BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD USE 2 �- 3 ROOF RAFTER RIDGE DETAIL STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD REQUIREMENTS. 4-8d TO PLATE G"PSUM OAIRD c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE o 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND NOTES: SIMPSON STRONG TIE HDU 6” O. . (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 40Cn 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 AID PANELCd CAESINGLECCONCENTR�DTED LOAD GREATERNSw ANY DIRECTION AT n CONSTRUCTION, SSTD 10-99) TABLE305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT CABLE END WALLS AND 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. DECKS 40 Q® NAIL PENETRATION INTO FRAMING IS INCHIEVED. e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR WOOD STRUCTURAL WALLS. PASSENGER VEHICLE GARAGES 50 SII � INSTALL THROUGH FIRST FLOOR SHO PANEL INSTALLED IN f. GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE Go HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED Cz L ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 o ® NAILING SCHEDULE \_16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED m �I (TABLE 3.1, WCFM 2015 J 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 / \ o ® HIGH WIND EDITION) LOAD REQUIREMENT. ®I o g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUREMENTS ROOMS OTHER THAN SLEEPING ROOMS 40 w FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR ®) 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 B 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 CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER AT PANEL EDGES BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUARDRAILS AND HANDRAILS 200 SHEET NO. BRACING PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE2 C RNER DETAIL TOP THE BOTTOM CHORD AND BOTTOM ANY OTHER TRUSS MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS MET: EXTERIOR C 0 N E 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 Simpson Strong — Tie 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN 2:12. HDI I h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED LJ 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 2018 HIGH WIND EDITION ) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2018 130 MPH COPYRIGHT 2015 SBC CONNECTIONS RESISTING UPLIFT LATERAL & SHEAR LOADS published by The American Forest and Paper Association. Non- Structural elements G E N E R A L N 0 T E S: NAILING SCHEDULE are based upon the 2020 NEW YORK STATE RESIDENTIAL CODE. MAX. ANCHOR BOLT SPACING (INCHES) ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 1. All works shall be performed in accordance with all state, ;t RESISTING SUPPORTING For the Climatic and Geographical Design Criteria, see Table R301.2(1) on municipal, local zoning and building codes and ordinances I NUMBER N NAILS having jurisdiction and best standards of construction JOINT DESCRIPTION COMMON NAILS NAIL SPACING 1 - FLOOR 1/2" ANCHOR BOLTS 3t sheet no. 1 LATERAL AND SHEAR LOADS 2 - FLOORS 5/8" ANCHOR BOLTS 48 All non engineered lumber to be Douglas Fir#2 or better practice. RAFTER TO TOP PLATE TOE-NAILED 4-8d PER RAFTER/STUD 1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.28 Wind Limitations-Section R301.2.1 The American Institute of Architects Conditions shall apply ii4 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 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 Sanitation-Section R306 COLLAR TIE TO RAFTER FACE-NAILED g o 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 Glazing-Section R308 of one year form the date of the final Certificate of Occupancy. F- _ 2-16d EACH END g p 4. The Architect shall not be responsible for the construction means, TRIM BOARD TO RAFTER END-NAILED Emergency Escape and Rescue Opening-Section R310 method, techniques, sequences or procedures, or for the safety WALL FRAMING q q p _ Means of egress-Section R311 precautions and programs in connection with the work, and he TOP PLATE TO TOP PLATE FACE-NAILED (SEE SEE NOTE 1) PER FOOT P Landing-Section R311.3 shall not be responsible for the contractors failure to carry out Ramps-Section R311.6 the work in accordance with the construction documents. The v 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 co Handrail-Section R311.7.8 the contractor No changes shall be made in the documents w STUD TO STUD FACE-NAILED 2-16d 24' O.C. Guards-Section R312 and/or the building as designed without the expressed written o Smoke Alarms-Section R314 consent of the Architect. l6d 16" O.C. ALONG EDGES HEADER TO HEADER FACE-NAILED Carbon Monoxide Alarms - R315 5. The contractor and all subcontractors shall maintain continuous TOP OR BOTTOM PLATE TO STUD END-MAILED Foam plastic-Section R316 2-16d PER 2X4 STUD insurance coverage statutory policies (Worker ( Flame Spread and Smoke-Section R315 3-16d PER 2X6 STUD Insulation-Section R316 Compensation, etc.) and general liability in an mount not cn � 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 $ 2 million. The Architect shall be vl r \ \ BOTTOM PI AT TO El 002 JOET 2-16d SEE NOTE 1,2 PER FOOT named insured on an and all \ c FACE-NAILED Protection Against Decay-Section R317 y policies. > 6. Provide 0.025" of a meatal shield, other than aluminium, over fibrous Ld FLOOR FRAMING Protection Against Termites-Section R318 Site Address-Section R319 insulation at all perimeter sills. JOIST TO SILL TOP PLATE TO GIRDER TO17-NAILED) 4-8d PER JOIST Accessibility-Section R320 7. All wood in contact with concrete or masonry to be Wolmonized Elevators and Platform lifts -Section R323 or pressure creosoted. 2-8d Flood Resistant Construction-Section R324 8. A single station smoke detector alarm device shall be installed BRIDGING TO JOIST TOE-NAILED EACH END in each bedroom, on all floors and shall be all interconnected per code. BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3-16d EACH BLOCK Foundation-Chapter 4 9. All bathroom without operable windows to be mechanically ventilated 3-16d 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 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 O 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 2-16d PER FOOT to be presented to the Owner at the completion of the job. �1 N BAND JOIST TO SILL OR TOP PLATE TOE-NAILED Foundation Notes: 12. Plumbing Installation to comply with State and Local codes I- O 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing and the sewage disposal system to meet Health Department standards. Gi BLOCKING TO FLOOR JOIST TOE-NAILED 2-8d EACH END 8" poured concrete foundation wall, 8'-0" high, 3000 # test 13. Do not scale drawings. Use figure dimensions only. (n ^' ROOF SHEATHING Minimum depth-Section 403.1.4, 48' minimum coverage to top of footing 14. All work to conform to the rules and regulations of the New York I V Energy Conversation Construction Code. All glazed area to be double 16"x8" poured concrete wall footings, 3000# test glazed and all exterior door to have insulated cores. W 8d 6" EDGE 6" FIELD 2-1 3/4"x11 7/8" Microlom Girder (or 3 1/2"x11 7/8" Power Beam) 15. The insulation protection as indicated on these plans exceeds z W STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16" OC " 4" poured concrete floor slab with 6x6x 10 mesh and vapor barrier GABLE ENDWALL RAKE OR RAKE TRUSS W/O GABLE OVERHANG 8d 6" EDGE / 6" FIELD Damp proofing at exterior foundation below grade-Section R406 16e Thesesdralnimum wi drawings and aspecf cation are instruments of service and - Q s. GABLE ENDWALL RAKE OR RAKE TRUSS W/ STRUCTURAL OUTLOOKERS 8d 6 EDGE / 6 FIELD 30"x30"x12" deep poured concrete column footings, 3000# test shall remain the property of the Architect whether the p P y project for O 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 U) U GYPSUM WALLBOARD 5d COOLERS 7" EDGE Foundation wall to extend a minimum 8" above finished grade inspection and certifications as required or requested by the Owner, Q / 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 O Pour no concrete on frozen ground or in freezing water. 0 " 12" FIELD Provide 3 1/2' steel lally columns. STRUCTURAL PANELS STUDS SPACED UP TO 16" OC 8d 6EDGE / Backfill 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 CC braced to prevent damage by the backfill (Section R404.1.7.) USE SIMPSON STRONG-TIE CONNECTORS G Floors - WFCM Prescriptive Method. FOLLOW PRODUCT SELECTION GUIDE AND z Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. INSTALLATION MANUAL FOR HIGH WIND RESISTANT W Draftstopping - Section R502.12 CONSTRUCTION CATALOG C-HW02 GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD Fireblocking - Section R502.13. z Q ANCHOR BOLTS IN FOUNDATION USE: L!J Floor Construction: SST828 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie Q 3/4" plywood subfloor, fasten per Table 3.1 WFCM. NOTES FOR SPACING U210 2X6 Floor joists: see Foundation and Floor Plans, spacing as noted. Q f W f Fasten per Table 3.1 WFCM. SILL PLATE TO RIM JOIST USE: AT EACH RAFTER 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 4-10d x 1 1/2' Wall construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH END FLOOR SHEATHING Wallfroming and finishing shall be nailed and or screwed in accordance with GARAGE STUD GARAGE SILL PLATE USE: 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 ATTACH LEDGER TO FRAMING Overhangs as noted. ( ) 1' OR LESS 8d 6 EDGE 12 FIELD Vin vented soffits. Alluminum gutters and leaders. Siding: see Elevations. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2" X 5" LAG GREATER THAN 1" lOd 6" EDGE 6" FIELD T vek housewrop. MTS 36, 16" O.C. TA BOLTS AT 16" ON CENTER 1/2" plywood sheating, see fastening schedule, Table 3.1, 3.9 WFCM. USE (4)-8d NAILS AT EACH END - 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. N I 5/8"Type X GWB in garage. (2) layers J' GWB at fire partition USE (4)-8d NAILS AT EACH END N 1/2" MR GWB in wet areas Simpson Strong-Tie o RAFTER TO STUD CONNECTION USE: At least one window in each sleeping room shall comply with the exit regirements MTS 36, EACH ROOF RAFTER U210 2X8 E- N of section R310. USE 8 16d NAILS AT EACH END h- 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 g a. SIMPSON STRONG - TIE figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTERLLJ Follow exterior corner framing detail figure R602.10.5 4-10d x 1 1/2 0 0 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 six6 ( ) fasteners per shingle (section R905.2.5) z Underlayment application (Section R905.2.7.)nailing see table 3.8 DECK POST TO GIRDER CONNECTION USE: NAILS AT EACH STUD SIMPSON i For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- PC44 FOR EACH POST < J J SIMPSON H-8 USE W/ONLY 5 � " MIN OVERLAP IS 12 5- 8D TO STUD ONE SILL ANCHOR BOLT (14 ) percent slope), n � BP-3 PLATE GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie 4- 8D TO PLATE PLATE IN up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), P g MTS12 ® EACH JOIST U210 2X6 (EVERY STUD) STUD TO SI 7 MINIMUM MBEDMENT underlayment ;,� (SEE ANCHOF SCHEDULE, shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PORCH POST TO DECK USE: ON DWGS A ATTACH T 3.1 AND A-3.2) PS720 (ALIGN WITH JOIST BELOW) AT EACH DECK/PORCH JOIST underlayment felt layers with and starting at the eaves , fastened sufficiently to . SIMPSON hold in place. PORCH POST TO GIRDER USE: PS720 {-+ M 5 Starting at the eave , apply 36- inch wide (914 mm( sheets of underloyment, PORCH ROOF RAFTER TO GIRDER USE: overlapping H2.5A AT EACH ROOF RAFTER (111 HDU 4) SDS Y' X 3" WOOD SCREWS a successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. 4-10d x 1 1/2" �. 7 MIN EMB DMENT For roof slopes of four (4) units vertical in (12) units. " ° (SEE FOUND TION PLANS A-3.1 AND TYPICAL PORCH DECK ECK LEDGER A-3.2 FOR Ice Protection (Section R905.1.2) (MINIMUM DOUBLE STUD) Underlayment in High wind (Section R905.1.1) CONNECTIONS- Flashing (Section R905.2.8)SIMSON STRONG TI V N .e.e ,a a•D° '° , II II ° » » Chimney and firespaces - Chapter 10 STU Y2 BEARING PLATE 1 1/4 COIL STRAP 16 O.C. Energy Efficiency - Chapter 11, see attached report °• ' D .'e °• a y a �• ' �, Mechanical - Chapter 12 DOUBLE 2X MIN. o, o .'e .•a• s a,. e a �`a 4, e USE 4-8D NAILS ® EACH STUD, General Mechanical System - Chapter 13 FOR HEADER OR +-+ b' „ e °• v °D . n °D . °D . o e Heaitng and cooling equipment - Chapter 14 BEAM a °• ' a;; a Exhaust Sustem - Chapter 15 > Duct System - Chapter 16MTS30 DOUBLE TOP PLATE" z ROOF RAFTERS Combustion Air - Chapter 17 Simpson Strong-Tie c• c cue° a a °•° SSP Plulmbmneg an Part VII Vents - Chapter 18 AT EACH POST o SEE AN Flood Zone - 301.2.4 v 1 3/4" IMUM ° °" . •e. e F � ) LU EDGE DISTANCE e•4° v °° HEADER mss♦ • L TA21 IV Simpson Strong-Tie : I FLOOR TO FLOOR KINGS UDS CS20 1%" COILED 1'2" THREADED ROD U D ' CONNECTION STRAP. MIN 12" REQUIRED FOR STU 1/2 JACK STUDS OVnE1DRLAP AT EACH LU L °o SIMPSON STRONG - TIE SIMPSON STRONG-TIE IT] 1 1/4� COIL STRAP - 16" O.C. USE 4-8D H2A SIDECOVER CNW NUT COUPLER 0 �{ NAILS AT EACH STUD AT EACH ROOF o `�J RAFTER USE 8-16D I MIN EDGE ®♦ MIN OVERLAP IS 12" NAILS AT EACH END, JACK 0 SIL DISTANCE*.. • o 12" MIN OVERLAP PER RT2.5 COMPONENT ° STUD TO ROOF RAFTER STHD8 '`"�'&°` "`'d° :'• MIN EDGE SHEET N0. FLOOR TO FLOOR Simpson Strong-Tie DISTANCE* WRAP UNDER SILL PLATE CONNECTION TYPICAL STRAPPING OR AB *NOTE: SEE MANUFACTURERS MIN. OVERLAP IS 12" RAMED OPENING CONNECTIONS. AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR EX ERIOR WALL INSTALLATION SILL PLATE TO RIM JOIST AND CANTILEVER CONDITION RIM JOIST TO STUD CONNECTION WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS