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HomeMy WebLinkAbout49896-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT ij TOWN CLERK'S OFFICE SOUTHOLD, NY Al 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#: 49896 Date: 10/16/2023 Permission is hereby granted to: Khutsishvili, Maia 1645 Calves Neck Rd Southold, NY 11971 To: demolish (as per Town Code definition) and reconstruct a single-family dwelling as applied for per DEC Non-Jurisdiction letter, ZBA, Trustees & SCHD approvals. At premises located at: 1645 Calves Neck Rd, Southold SCTM # 473889 Sec/Block/Lot# 63.-7-38 Pursuant to application dated 9/14/2023 and approved by the Building Inspector. To expire on 4/16/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,447.60 CERTIFICATE OF OCCUPANCY $50.00 Total: $3,497.60 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. Ov Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 lil�//w, ���.so�t of P owi � y. ov teEce eV APPIJ, " ,, oo^ '11"" VIII R For Office Use Only PERMIT NO. �qflL Building Inspeclkor: ........ �,,,� Building Il7N+g ,rrteIr! 'own of Southold 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. r f 2 a Date00 OWNER(S)OF PROARTY: � Name: SCTM#1000- Project Address: L00 Phone#: OL �` 3 Email �W I�e- e ✓M c Mailing Address: CONTACT PERSON: Name: M y— C --- - 12c44 I Mailing Address PO 04 193 Phone#: !21 -71 Email: rX :5'gI 0441I'M DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION CA 02P 46 []New Structure Addition Alteration ❑Repair Demolition Estimated Cost of Project:. ❑Other Will the lot be re-graded? ❑Yes No Will excess fill be removed from premises?Afs ❑No 1 PROPERTY INFORMATION Existing use of property: Intended use of property: Of's 1,X��, _. Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to V,4 o this property? Dye., ]No IF YES, PROVIDE A COPY. 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 a ' !Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF (. ) ^' being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) abovena ed, (S)he is the (dorftractor,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 Qday of 20 22 otary Public TRACEY L DW ER ,.,,, ......... ....,. . 0"..... ... ...., ...... ,,,,,.. F NEW YORK PUBLIC, TT (Where the applicant is not the owner) QUALIFIED lr•lorq lea tR 1SJU COUNTY 2Y f(, ��'il�iNl(71`� I�iI� �OI�I 'a,. I, 2401- (4 ('J<_ V%J V)e,residing at yy 11nn . (A W,of/1' �do hereby authorize to ( t 171 to apply on my behalf to the Town_ f Southold Building Department for approval as described herein. 4' ner's Si uwe Date Print Owner's Name 2 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY ro Stony Brook,50 Circle Road,Stony Brook, NY 11790 P:(631)444-0365 1 F:(631)444-0360 www.dec.nygov LETTER 01= Nn IIJRISC)ICTI N TIAL WFT1 ANnQ ACT , , December 15, 2022 Patrick and Ann Marie Browne " 67 Portland Rd Summit, NJ 07901 a Re: Application # 146092 ,0C1 Facility: 1615 Calves fleck Rd, Southold' Dear Applicant, SCTM# 1000-6 - _; Based on the information you submitted, the Department of Environmental Conservation has determined that the above referenced property landward of the functional bulkhead greater than 100 feet in length, as shown on the survey LS, last revised 7/14/2022, which was constructed prioprepared prior //20/1977 as evidenced by Corwin, thell„ 1974 Tidal Wetlands Map IR 709, is beyond the jurisdiction of the Article 25 Tidal Wetlands Act. Therefore, in accordance with the current Tidal Wetland's land Use Regulations (6NYCRR Part 661), no permit is required to conduct regulated activities landward of that bulkhead. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 Jurisdiction which may result from your project, Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e a 15' wide construction area) or erecting a temporafence, barrier, or hay bale berm. ry This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Sherri L. Aicher TT titi�� Permit Administrator Cc: Twin Forks Permits, BMHP, File N y R" De artment of PA M'Ptl P ...._ 4PP)nfNY6P9ri79'W Environmentai Conservation ------------------- ...... ..............- -------- BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 10432 DATE: JULY 19,2023 4.4 ISSUED TO: PATRICK&ANN MARIE BROWNE PROPERTY ADDRESS: 1645 CALVES NECK ROAD,SOUTHOLD SCTM# 1000-63-7-38 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 jqly1 , and in A' consideration of application fee in the sum of$250,0 paid by Patrick&Ann Marie Browne 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 the existing dwelling(project meets Town Code definition of demolition) down to the 1,480.7sq.ft.flrst floor sub-floor plate footprint; remove existing rear and front masonry stoops,covered porch,concrete slab,breezeway,bilco doors,A/C units, beating oil tank,flre pit with brick edging and gravel area,±467sq.ft.of front brick walkway and gravel area,and abandon and remove existing sanitary system; construct a new two-story dwelling and foundation for a total residence footprint of 3,458.6sq.ft.(inclusive of the garage); existing 669.2sq.ft.garage to remain in place with exterior roof and siding replaced,and connected to the proposed dwelling through a proposed habitable space; install a 492sq.ft.seaward side patio; construct a 446sq.ft.footprint covered outdoor patio which contains an outdoor kitchen at 434.4sq.ft.footprint underneath-' install a seaward (east)58.3 masonry stoop; install a side(south)57.7sq.ft.masonry stoop; construct a 249sq.ft.front entry covered porch;a side 84.2sq.ft. mudroom covered porch;total residence stoops, patios,covered patios,covered porches is 1,351.4sq.ft. footprint; a 100sq.ft.side stairwell egress; install new A/C units;install a 380sq.ft.front walkway; install a new I/A septic system landward of dwelling; install gutters to leaders to drywells to contain roof runoff; and to install and perpetually maintain a 10'wide vegetated non-turf buffer along the landward edge of the top of the bank; and as depicted on the site plan prepared by Mark Schwartz& Associates Architect, received on June 23,2023,and stamped approved on July 19,2023. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these I presents to be subscribed by a majority of the said Board as of the day and year first above written. FOL ' .......... 0 i 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 Telephone(631) 765-1892 Elizabeth Peeples „ Fax(631) 765-6641 COUw , BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD July 26, 2023 Lisa Poyer Twin Forks Permits 288 E. Montauk Highway Hampton Bays, NY 11946 RE: PATRICK &ANN MARIE BROWNE 1645 CALVES NECK ROAD, SOUTHOLD SCTM# 1000-63-7-38 Dear Ms. Poyer: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, July 19, 2023 regarding the above matter: WHEREAS Twin Forks Permits, on behalf of PATRICK &ANN MARIE BROWNE 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 November 22, 2022 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 June 14, 2023 and July 19, 2023, 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, 2 o , 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 PATRICK &ANN MARIE BR+DWNE to demolish the existing dwelling (project meets Town Code definition of demolition) down to the 1,480.7sq.ft. first floor sub-floor plate footprint; remove existing rear and front masonry stoops, covered porch, concrete slab, breezeway, bilco doors, A/C units, heating oil tank, fire pit with brick edging and gravel area, ±467sq.ft. of front brick walkway and gravel area, and abandon and remove existing sanitary system; construct a new two-story dwelling and foundation for a total residence footprint of 3,458.6sq.ft. (inclusive of the garage); existing 669,2sq.ft. garage to remain in place with exterior roof and siding replaced, and connected to the proposed dwelling through a proposed habitable space; install a 492sq.ft. seaward side patio; construct a 446sq.ft. footprint covered outdoor patio which contains an outdoor kitchen at 434.4sq.ft. footprint underneath; install a seaward (east) 58.3 masonry stoop; install a side (south) 57.7sq.ft. masonry, stoop; construct a 249sq.ft. front entry covered porch; a side 84.2sq.ft. mudroom covered porch; total residence stoops, patios, covered patios, covered porches is 1,351.4sq.ft. footprint; a 100sq.ft. side stairwell egress; install new A/C units; install a 380sq.ft. front walkway; install a new I/A septic system landward' of dwelling; install gutters to leaders to drywells to contain roof runoff; and to install and perpetually maintain a 10" wide vegetated mora-turf buffer along the landward edge of the top of the bank; and as depicted on the site plan prepared by Mark Schwartz& Associates Architect, received on June 23, 2023, and stamped approved on July 19, 2023. Permit to construct and complete project will expire two 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, e rd of"TrusteesdsPresident, Boa GG/dd i oWlo joy d �: m � 0 Ln r E O V L U cl) y+ \,Cj _ cp (N 0ua -�j 0. �r U O pp 45;' fIlle",r;�YPr N ej— s �siry , I � d M k m.._.,_ DRAWN: MH/MS SCALE: JOB#: n w 9/8/2023 SHEET NUMBER: i Date ` K t t N 11-10 -01-01 -01-01 FLOOD INSURANCE NOT AVAILABLE FOR NEW CONSTRUCTION OR SUBSTANTIALLY IMPROVED STRUCTURES ON OR AFTER NOVEMBER 16,1990 IN DESIGNATED TB COASTAL BARRIERS ` J�„ 55 6,60 �2 C)15 ' 11 E 0 S 280 35' 4611 E 5 280 43' 4011 S 330 48 E 22.61' S��O S1 TB 40,83' TB 20-751 TB �„���'� EXIST. TB _w TB HOIST - -- 0 OVA 4 O 7 r- O 'DEC" L R i (,Cc) Cyt+ pS ROS SURF` a R10Nils 10TO9 -22 O ii are to las[year O CLERt 1G} CE(L11 play median ,P 'R SILT€ I C-E I CIE DW EXISTING FIRE PIT c..z. ROPOSED PAT! }B' - AND HARDSCAPE19'r ON GRADE 4,0' \ t ` TO BE REMOVED y o - 3 � ®amn_—e-- 9 a EXISTING HOUSE i / -3 :8` --- 4.- OUTDOOR TO BE DEMOLISHED '`-. ' KITCHEN PROPOSED CONCRETE STAIRWELL TO BASEMENT ---- - r - EX.GARAGE . IFF EL170" PROPOSED PROPOSED AIR CONDITIONING 2 STY FRAMED HOUSE _ - f- a FF EL,19.0' PO UNIT(ON SLAB)LOCATION ---- H 20 EXIST,C01IC.APRON \ PORCH / 224. ELECTRIC _ Q _/AL DW 4.. /AIRS.— CEN 7 '' EXISTING STS 7 ASPHALT .� DRIVEWAY DEVELOPED / PUBLIC WATER TEST HOLE / CONCRETEI DP�t?. _ TEST HO EL.16.5 I WASHOUT 1 / - ; j0 S EL.17 BX13' H 1 -1 B'XB' .. S ST )8A' STTOP I LOCATION 1 1 \ t 'd �ko 'Q WATER137q- VALVE Q 00 OR co I PROPOSED SITE PLAN SCALE: 1" = 20'-0" DAM 3 RX REVISIONS: SITE DATA: SCTM: 1000-63-7-38 SITE DATA: SCT : 1000-63-7-38 DESCRIPTION: AREA LOT COVERAGE: DESCRIPTION: AREAOT COVERAG PROPERTY: 23,283 SF 0.535 ac PROPERTY: 23,283 SF 0.535 ac ESTIMATED DISTURBANCE: 5000 SF EXISTING HOUSE: 1480.7 SF aA EXISTING GARAGE: 669.2 SF EXISTING: EXISTING SCREENED PORCH: 148.9 SF HOUSE: [1480.7 SF] DEMOLISH EXISTING BREEZEWAY: 179.5 SF SCREENED IN PORCH: [148.9 SF] DEMOLISH EXISTING WEST STOOP: 28.0 SF BREEZEWAY: [179.5 SF] DEMOLISH EXISTING EAST STOOP 40.0 SF WEST STOOP: 128.0 SF] DEMOLISH EAST STOOP: [40.0 SF] DEMOLISH EXISTING BOAT HOUSE: 331.0 SF EXISTING GARAGE: 669.2 SF 2.87% EXISTING BOAT HOUSE: 331.0 SF 1.42% TOTAL: 2877.3 SF 12.33% 990.2 SF 4.29% TOWN o MEETS&BOUNDS BY: NATHAN TAFT CORWIN III SURVEY DATE: JUNE 2,2022 PROPOSED: 00 CREEK � NEW HOUSE: 2789.0 SF 11.97 WEST FRONT PORCH: 240.1 SF 1.03% 0 0 GFA CALCULATIONS WEST MUDROOM PORCH: 69.1 SF 0.29% 0c, LOCATION: AREA: SOUTH STOOP: 57.5 SF 0.25 z PROPERTY: 23,283 SF EAST STOOP: 58.3 SF 0.25% FLOOD INSURANCE NOT AVAILABLE FOR NEW CONSTRUCTION OR SUBSTANTIALLY OUTDOOR KITCHEN: 434.4 SF 1.86 IMPROVED STRUCTURES ON OR AFTER .Fg � (280-207d)GFA PERMITTED: 3,678.3 SF NOVEMBER 16,1990 IN DESIGNATED 2N g5 •� COASTAL BARRIERS ° 1^1 57 o KNEP° / 3648.4 SF 15.65% S 95NG,� " /% EXISTING 1ST.FLOOR CONDITIONED: 1,480.7 SF S 33° 481 1111E o 32 S 2$0 3514611 E TB S 280 4314011 c P�E0.MARKPV -P EXISTING 2ND.FLOOR CONDITIONED: 1,262.9 SF o 22.61, S,�b xJ'5 TB 40,$31 20.75' TB NtGN� ` ' _ _ - - - VI TOTAL: 4638.6 SF 19.94 /o EXISTING GARAGE: 669.2 SF Lu EXIST. TB � TOTAL EXISTING: 3,412.8 SF 5 - - � ' - W MEETS&BOUNDS BY: NATHAN TAFT CORWIN III SURVEY DATE: JUNE 2,2022 TB HOIST - EX15StlA - N PROPOSED 1ST.FLOOR ADDITION: 1,266.0 SF �Pt EX'�oN ' may` PROPOSED 2ND. FLOOR ADDITION: 788.8 SF CONG.DSE S F P O� PROPOSED GARAGE ADDITION: 67.9 SF sjx'tAG RO _ - - EXo`E g 0\0 e `1~ yy`L'` y i ;-,�-F R 1 TOTAL PROPOSED: 2,122.7 SF i / �� 1,1014 N�VRFgUF EXISTING HOUSE FOOTPRINT i' ' GET ATED 4- �� ✓ t ' TOTAL EXISTING: 3,678.3 SF o �' 1 . , 1 t �' i,y a M TOTAL PROPOSED: 2,122.7 SF I-0, 10 0� /// i� y JtON v0.PUEOEp �� ^ ^ 16 gRiNG) ---� -I TOTAL GFA: 5,801.0 SF NO m SILT F NCE(LI 5 O CLE I Xt l r I i --V �LEARINGI / I F. I DW O I I CF FENCE(E1 o N ♦ / rn EXISTING FIRE PIT / { PROPOSED PATI AND HARDSCAPE , . .� ON GRADE 24.0' TO BE REMOVED / `'L 3 ✓� / Ll ---------- 1 i VEGET F 2 .,. NDN���Rr _ 1 - i EXISTING CONCRETE _ .•'2N0 FL RALCON�"'•.,,,• '+ SLAB TO BE REMOVED V R STOOP EXISTING HOUSE \ / 32.4' 2,2 OUTDOOR 1 KITCHEN TO BE DEMOLISHED - s { 1 PROPOSED CONCRETE 'O r ^pTOOP 4,6' STAIRWELL TO BASEMENT24.3'i (� O 16.6' 23',_ ,// EXISTING 1 STORY GARAGE r ,,,/// TO REMAIN(669.2 SF) - W INSTALL NEW SIDING,ROOFING, L„e fo EXTERIOR OPENINGS EX.GARAGE N 21'6 PROPOSED ✓/FF EL.17.0" �V PROPOSED AIR CONDITIONING O 2 STY FRAMED HOUSE b / 0 PROPOSED 24kw FF EL.19.0' POR H y / Z GENERATOR iJ `�+ UNIT(ON SLAB)LOCATION I V r .24.3 %)A 1T; TA '^ ? c0 EXIST.CONIC,APRON QRvROL ` 4. DEVELOPED co PORCH o ofC6 1 PUBLIC WATER / \ 29.4' 0 0 O ELECTRIC �Y I DW IN. � '�AiR ,.�� i 10' _ CEN 7 C) EXISTING Sl O REMOVE EXISTING SEPTIC ASPHALT I cp (AT THIS LOCATION) DRIVEWAY I J PER SCHDS REQUIREMENTS N of I V DEVELOPED rte' `♦` ��g°, PUBLIC WATER TEST HOLE / CONCRETE 1 _ P _ TEST HO E / ♦ 0 EL.16.5 It WASHOUT i ( )O ♦ EL.17 1 DW I ♦ 18'X8' F I$.Or 8 X8 I ` ♦`- ♦`T I ♦` n/ / �C A� m Q E t U i ' ♦�1 -.♦ i/ G N�aUGllo m m E TOPSOIL I I 1 OVERN . . °�J�1G�PcE ID . 1 LOCATION 1 ♦ I Pug X Q U ♦♦ �' _ - ' E o N /GgPP�v' O U Q �"O Xt WATER/74'v�RNEpO V E VALVE C) O Q O C� G lu QUB�G�yJ PSE 'Q lu U N N d G 3 E QL PROPOSED SITE PLAN SCALE. 1 - 20'-0" DRAWN: MH/MS SCALE: -1 SE_P 1 4 2�1L3 ; tz' JOB#: + 9/7/2023 SHEET NUMBER: ♦ 1-00 S- 1 REVISIONS: TT - L III llLLj -7�001 PIP -IT -F -jLL 111111 111 YTY� l I TF JHL 0 N I 0 PROPOSED WEST ELEVATION SCALE: 1/4" = 1'-0" z (P r U 0 ^ U ZLL a[ U E N 11 9 K1 nl tutu 14 U d EXISTING WEST ELEVATION SCALE: 1/4" = 1'-01' DRAWN: MH/MS i ! ��y t F• .cew Ali<. SCALE: JOB#: 9/7/2023 SHEET NUMBER: A- 1 REVISIONS: I PROPOSED SOUTH ELEVATION SCALE: 1/4" = 1'-0" w z 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � 0 r x u V- m al N � 111Q) ivy N LuN Q N V u a 4 EXISTING SOUTH ELEVATION SCALE: 1/4" = 1'-0" h �„�! �f rt► yy DRAWN: MH/MS • �� F Yom. o;' SCALE: JOB#: �* 9/7/2023 SHEET NUMBER: A-2 REVISIONS: �� .�•�- Ffl�®_— I U — LL.I 1-1 1 1 11 17YT PT i yam_ _.%._ __J.._ - _J.._�, �- _J..- � --J-- �. J r/• V J' A ��. y fie. 1 Tom• F�, PROPOSED EAST ELEVATION SCALE: 1/4" = V-0" o w z 0 M 6 o m � Q x -, c u u � � rn art iL � s U - Q) in DUIB N 11LL==jj1m1 N 1LL==jj11 L-- 11LL=jj1 0 PP� rr U N EXISTING EAST ELEVATION SCALE: 1/4" = 1'-0" DRAWN: MH/MS SCALE: rac. JOB#: 9/7/2023 SHEET NUMBER: A- 3 REVISIONS: l L l -- JIT= I I III 111 11 11 11 111 11 1 111 d44 r PROPOSED NORTH ELEVATION SCALE: 1/4" = F-0" z 0 cq 4 � 0 m r u xco cq -, p ) o u u � � a � � � .� L m 01 - � N Q Q) o � 3 s N M N N .Q N Q� V Q EXISTING NORTH ELEVATION �A SCALE: 1/4 — 1 -0 DRAWN: MH/MsSCALE: . .e+: `� JOB#: 9/7/2023 8 SHEET NUMBER: A-4 REVISIONS: I F EXISTING UTILITY ROOM ® 8 EXISTING GAMEROOM _._...... ._.—._._ ....... .O EXISTING ......' MEDIA ROOM EXISTING LAUNDRY ROOM XiTN pRA i EXISTING FOUNDATION PLAN SCALE: 1/8" = 11-0" STOOP ..........:>x:........ :p .......... . ....... O EXIST. :o-- 01 E!� EXISTING EXISTING 4 EX.BEDROOM No.2 DINING ROOM SCREENED-IN PORCH i} 333i: 00 O ,r Y --- -- XHALL j.:r.. EXISTING FURNACE XILIVING ROOM ESTING KITCHEN z FUEL TANK EXISTING BREEZEWAY �qE ----•-- ilk Q O Xl N A A JU EXIST. EX.BEDROOM No.I HALF BAT T------------7T---------'-- 11 FIL EX.ENTRY 11 II 11 11 STOOP Q 4 EXISTING 1ST. FLOOR PLAN (DPROJECT NORTH o QSCALE: 1/8" = 1 -0" � � E 13 X o u az u- 0 u � co ; � -c N OUJB 1']'PLT.HT. -T PLT HT 1 1 1'-7'PLT.HT. 1 1 w 1 I 6'-0"PLATE HEIr.HT O 1 1 OU 1 1 EXISTING WALK-IN CLOSET --------------------------- lz xi Jj EXISTING BEDROOM Liv-j --------- ------------------------ T4'CLG HT r7�4"LGH (0 Poll' -- --- ------- ---- ------- G -- ----- XISTIN IrT"PLT.HT. CLOSET 11 G HT 111 I HT. N t * ., EXISTING 2ND FLOOR PLAN -� PROJECT NORTH ,j�, ,,. � ,��.�:, DRAWN: MH MS SCALE: 1/8" = 1 -0 SCALE: JOB#: 9/7/2023 SHEET NUMBER: A-5 REVISIONS: B A -- 24'-011 162'-0" HSS 5X5X1/4 STL COL. ABOVE HSS 5X5X1/4 , STL.COL. 1 " 1 11 1 ' ' 1 " 16"X16"PC PIERS a -03/4 12-8 32-5 121-8112-2/4 0' ABOVE AT PORCH COLS — — — — — — — — — — — — — — — — — — — — — — — — — — — , 2'-4" 8'-0" 2'-4" 7'-5" 16'-8" 81-411 21-4" 8'-0" 2'-411 ° 1 a• � a o I o 12"PC FND.WALL r — — — — — — — — — — — — — — — — — — — — — — — — — - — , � a I a I w/#5 REBARS @ 16"OC I 1 8"PC FND.WALL ON T #5 X 16"LONG REBAR I I 1 8"PC FND.WALL ON EACH WAY ON 12"X24" I I 8"X16"PC FTG w/(2)#5 ° DOWELS 12-OC 1 8"X16"PC FTG w/(2)#5 PC FTG.w/CONT. (3)#5 a a a '' a a a m a ° @ I a M 8"PC FND.WALL ON o 4' REBARS AT THE BOTTOM a VERTICLE.SET w/ ! REBARS AT THE BOTTOM 8"X 16"PC FTG.w/(2)#5 '. o °, v d REBARS AT BOTTOM I h o I SET FTG.36'BELOW REBARS AT EOTTOM = i � = "e -• .-n (2"SLAB SHELF+6 STEM '' _ �n n- •_D ve � d a HILTI HIT HY270 EPDXY I I SET FTG.36"BELOW d- ° +4"JOIST SHELF) I • ' MASONRY STOOP GRADE o 'I /� o ADHESIVE(5"MIN.EMB.) I a' I GRADE SET FTG.MI.36"BELOW I f Z'` n 4"PC SLAB ON GRADE I c b'. a, OUTDOOR KITCHEN 4 AT STOOP ONLY GRADE I N °'• a I w/6X6 W1.4WXIAWWF N f c I 4"PC SLAB ON I --1 W1 4WX1 4WW r . _-. ✓. v °, v v v v. .D•_ .. v v d , GRADE F I I �-n _ _ _D4.._ � __�-n _ d' -Da-P'd �-n Lm- ,De d "•n• _ ��De'Q e �n� - - --- - -- -- -- - - - -- - -- - - '-°a -•_ 7 I a I 1 a1• (3)14"ML FLUSH - - - - - -- - :• I ° I O 112"PC FND.WALL I a r r I I 51-011 n 1 1 w/#5 REBARS @ 16"OC I 6 I EACH WAY ON 12"X24" L _ _ PC FTG.w/CONT. (3)#5 a ! I I :. �p REBARS AT BOTTOM / s - P I (2"SLAB SHELF+6"STEM I / S I • x i 1 e a r I- a � p 1 I t:, +4"JOIST SHELF) a E cv I t #5 X 16"LONG REBAR a I +• 1 CN I I 1 4 �� •ov i ATSTOOPONLY I _ t 6 I 1 I I I MASON R D I DOWELS @ 12"Oc +I r - - a O i � r r r l I v po VERTICLE.SET wi a r-°I• ,o I 1 OV t 1 f I 1 O °. STOOP n I + r 1 n r n a # HILTI HIT HY270 EPDXY a ZD — HSS 4X4X1/4 STL COL r I `O t 4„ Q 4"PC SLAB 12-3/z 4-4 I ADHESIVE(5 MIN.,EMB.) I I ✓ \ I ,{ o ----i W1.4WX1`N/ X F P l _ - �• ;td/ \ III I ' / I Il ON 4.5'X�}.5'X 1.iJ' t 1 I ° I PC FTG vlf(5)#5 a o . •?' F- REBARS EACH WAY LL 4"ABOVE 0OTTOM — s -- = o °- o .6 0- v d _ ..,. _. ._ — — — -� J .• 1 .. P d. a 'a u 7 ' p � I I u•f F- ¢Y . .��_'-' �- ,D•1 .-,, . n.... . d ..�C4 _.d. .o. _ n + -•0i 14"T11560 I ° ° MECHANICLS r I I RECREATION II N I 111 • I I `D D FJ @16"OC t t 1 1• 'EAP" E'I!P':a ! ( • I r.rRED C'11':r.,. 1 I '� � I i CN . , 1 E , 4 , ----- ----' I I t P 1 ' ,� 1 I'� I I t ,- ... _ _4'•o.-n . t u a i PROPOSED GYM = 1_ .,. _, i._, r I ce II IIS' —_ _ 1 " 4 1 t r t _ A i _ c {2)-1-3MX14 ML— GRADE w/64"PC SLAB OX6 t 1 N5 0" I I. t I I°- . _ . .. . .» - .. 1. _ _ _ _' W1.4WX1.4WWF t S pl,l. � 1 t I I .fi a I r 1 N o 15'-23/4" s I ` �. I ' 2 4"1 1 16'-83/4" I = '^ 1 I. '81-51/a" I I °' 5'=2" r ° I 1 _ I I I D / e o f Q I { _.I ------ i----i I 1 " i------ ------� r i----�= I_-T-_-� i-------------i i----- - ---- P - d _ , v ` I R 1 7 { 1 I o a . p I N I s I 1 � °_ —_STORAGE ° °' .0 1 1 Id•1 x I 4 { ,._ _ ._. _. � ._. _. ... ... ... �. �Ui2'�3��FLU�f-1�. _....r-,.. — � wwx;5 PI 1,151 y ' W12X35 FLUSH _ _ _ I a _ . _ . "' ' -t f W12X3 FLUSH LL t I FLOOR II}v— 9 — - - --_ , _._ .• �« — _ ._ _ , .., 1" +„ice.. -��i„-`." �d ° � ' DRAIN F r 14"TJI56 J 16"OC [I:, H55 X Xl/4 SfL COL. 1 000/4 STL.COL. ' HSS 4X47(1/4 STL.COL. HSS 4X4]/4 STL.COL. u, 1 1 .1 1 1 1 1 HSS 4X47,r1/4 STL.COL. 1 1 1 { t -- _ -- -- _-. `. I 1 II i j t I I I 1 I ON 4.5'X 4.5'X 1.0' i Ilr� t,t ON 45'X4.5 X1.0' I} , 1 , , 1 61 , 1 ON4.51X4.5'X1.0' I O 4.5'JC4.5'X1.0' I ON4.SIX4.5'X1.0' 1 E= RE�A SEAC(�WAY-}��-�!I =+ I1° -"1 'I ;It '� :p ;.I ( �� I I I RI I`O B1tR5EACHWAY I `---------REBAR EACH WAY �- ---I- B9RSEACH WAY _ • I t g n • I r — — — — I , 01 G til I , 1 I 'i i '1 `'i i Iii I i PC FTi,w/(5)#5 ' L. 4 AB VE BOTTOM 1� i i , °I 1 1 1 „' g �,i P 4'EABOVE BOTTOM RS EACH WAYI l I I — _ _ _ — i_I iv ] V _„ a 4 PC�LWB O 6 € I BA _� _ i N li ____ 2 1-3/43fi4 fvlL --- I \ �1 � ) r a + I +!i i + I' L I I t t I t 4"ABOVE BOTTOM 4"ABOVE BOTTOM N 4"ABOVE BOTTOM do GRAD /6 t r �- 3 8 IR i i i i ' _I t 1 I I - LL I I o W1.4WX1.4WWF I EXISTING GARAGE ` ! 21-411 t 1 I a 1 I L _ _ w_ _ 1.r— r zQ y , I 14v d °I t t I I 1= d " I `' .' -' ^H(3)1-3/4X14 ML FLUSH I .o ' r I d IX I 1 t TO REMAIN � — • ( cv I I 14 �. ;1.°.'>�:/ • 1 •°, 1'I I I^ I i, ° 1 I ! I.1 v I I I w 1 I ° v . p .o 14"TJ1560 N I I f, 1�i 1 ! r ! I I 11 1 1 5'-4 FJ @16"0 1 " I I I. 1 "-' 'l l (Id 11 r ° N ' a , I PROPOSED BUNK ROOMMOM ' k,� „.... ,... •... N ..._ .._ .__ 1 .d„ _-._-,._--._. .._.—,._-ti.. ,.... ,-...--._. -�, 1 °, da .a4 •_p W, d. p_ _.v .._p J S.�' -p v ...�p 1 11 b y N - i _ nxi=I r. l r'- _ F I k I.� I ? 'i Y^ da' d '° o ° �I• c I ,,4 I fir,{ r.I ' . 1 _. �. .. . 1" .... .. . .. " -- --- --- ----- --- -- - --- I Ds. — ,- _ MASONRY PORCH -. ------ - ------ i t O _ _ _ _ __ _ _ a y o- I cv = - '1 4"PC SLAB ON ' 0 a I r Is1 v p I I m d a I 1 ' n N 1 a.. ..w M ., . . _ ,, „„ _, _ — GRADE w/6X6 16"X16"PC PIERS M e'• PROPOSED cv ( I ! I r I I 10 1 l i I ILL $ " r 13 _ W1.4WX1.4WWF AT PORCH COLS I WINE ELLAR I t N I'11 1 ° I I `°a t x '= u I WET BAR'I t € x •; bI h I I " r I r I 4 BATH No. 4 i° II I , I I UTILITY 4 1 t 111 1 ; I O — o u t • , I I I , ® I I, r o 2'-4 I °, _ r I (� ?� ►� @ m Q \ I I E1EC1T R� V «:a p'r-, a_: p :4 _.p_ :-,-A' p =4 J t Pump 111 _ _� ° o'._ p :a.. p. w-:.. o' y :a.. _,p c .0 �� «-o ,a �4` 'd .0 • P- d V • �O r ..1to L •-°j g ( I ` 6'-3%"x 4'-8%a" TYP.10"PC FND.WALL - U w/#5 REBARS @16"OC O I' t .r .f i. 1 ,�°- TW3046.2 8"PC FND.WALL ON — N bl 1 '. p a v'-•. 1 8"X16"PC FTG w/(2)#5 `t .v _. EACH WAY ON 12"X 24" M _ p -- --• -' FTG.w/CONT. (3)#5 w—a pQ_ a.1 v ,,Q.,.�. ,� pQ lA —v a.,,y p� =o ,oti.)o: v a. ¢ a REBARS AT THE BOTTOM O Ul B REBARS AT BOTTOM SET FTG.36 BELOW Q GRADE t I t 8"PC FND.WALL ON ° 101-011 1' 91_511 ' 10'-0° g #5 X 16"LONG REBAR t DOWELS @ 12"OC 8"X 16"PC FTG.w/(2)#5 1 g12"PC FND.WALL VERTICLE.SET w/ REBARS AT BOTTOM 1w/#5 REBARS @ 16"OC HILTI HIT HY270 EPDXY t� SET FTG TO 36"BELOW ° I MASONRY PORCH IEACH WAY ON 12"X24" [ ° ADHESIVE(5"MIN.EMB.) Ul GRADE SPC FTG.w/CONT. (3)#5 F— ' r 4"PC SLAB ON REBARS AT BOTTOM p ° 16"X16"PC PIERS GRADE w/6X6 g(2"SLAB SHELF+6"STEM r 00 AT PORCH COLS I W1.4WX1.4WWF °+4"JOIST SHELF) 4 Q F .n AT FRONT PORCH ONLY t ALL FRAMING SHALL BE FLUSH(U.N.O.) il; - A° ALL POSTS SHALL BE MIN.(3)2X6 STUDS) n^ — n . '6'n 4'0 n• . 4'n 4'0 n 4"% '6'n �,. .16'n 7'n -. b'a b'n m. U I . .. I dl— 1 n f --- - - - - - r n -- ----- -----I 1 n 'Q 15-10 29-5 I 20-0 IT-10%" ± 79'-13/"-F `to,, v- A B PROPOSED FOUNDATION PLAN N S PROJECTNORTHDRAWN: MH/MS � , SCALE: 1/4" = 1'-0" W i SCALE: JOB#: 9/7/2023 �� �'` SHEET NUMBER: A-6 REVISIONS: C B HSS 5X5X1/4 HSS 5X5X1/4 STL.COL. STL.COL. ABOVE ABOVE FLUSH PATIO W8X48 . — . . . _ 62'-011 -- - R O � 1 o I m 21-03/4" 12'-8" 32'-5" 121-8" 2'-2'/4'1 Ev0 OKTOP 1 lo 2'-4" 8'-0" 2'-4" 15'-9" 16'-8" 2'-4" 8'-0" 2'-411 e I I I OUTDOOR KITCHEN ' 1 FLUSH PATIO I INSTALL CEILING FAN 6-10"x 5'-8'/s"FLEXI G-10"x 5-B%"FLEXI I 8'dia BIG-ASS FAN mfg. ' _ -= ST INSTALL CALCANA SS GAS OUTDOOR HEATER 3 X '�,� 3)2 OR APPROVED EQUAL J RR BALCO Y ABOV I ,�—HDR�-00 2X8 C1 Q -X CJ/RR HDR N HSS X4X1 55 4X Xl/4 00 iV �-" x 1 x FB �( QQ- N @16"OC - 'Spyf� STI].COL. l; .. --- _ - - - - - - STL.CPL. OQ _ N @16"OC %';P I'3 .� --------- ----- -- �;� L,� ------------- -------- � . - - - - - - - - - - __- - - - - - - - ..-., (2)14"ML(FLUSH)- L, - - ---� 16_ PRE ---- -- �:--------m f4Tt[L'(FLUSRJ -----------'� IQ � ,... -® r-- ------ -------- - ,� , ,-_. -. - --- --- ----- -_-_-------- -+mss ! - _-___ . _ r. E: it 1STOOP 4 t (4)14"ML FLUSH I q I a- -I 1 I r[ (4) 14"ML FLUSH - t r r BLT a s w o (4)2X6 _----"Z POST M 14"TJ1560 FJ Al6"OC 1 _ ^ ' `� + j Y O 5 ( , r .» --------- MAS ..._I_ .. .a 11 �� a 1 d : MASTER BEDROOM -�2�f4fi _ �� ,I I Q 1 I ; _ .___�.._ .- ..._ __ °."Y f ,".k e 12' 3�/2" 4'-411 1 E I . o R W _ r 14"TJ1560 FJ Pl6"OC e k WOOD FLOORING t O ,`; �� v W X Z p .F__ __ .O_ ____e _ . a I 4 , SAMSUNG 55"Class Th errace N C r 1 ' i �'' I CL N a 1 0 1 1 v ; d 8'•1 /4" 3'-5'/4" Partial Sun Outdoor D K 1 m I N I r l�X LL i fi I 1 Smart TV H tV 1 — O I I r^ t o 3 2X8 _ 1 rp f Rn $ = w w Q z 1 , i LA 6 0• ,...,. .....,.. - „ - ._.. '� r > a• -• '• --{3)2X10 HDR -- �O (3)2X8 HDR QQ Y�I a 143 k a ` a DINING ROOM - - - - BUILD IN WALL TO 1 J ,i 'Q J a t J-1-' _ - - ______":f •, a { 1 Ili k 1...N . ,• . — i Y 0 1 RECESS FOR TV 1 BEAM CEILING ! , , t �OFFE E CEILINGa.I � � + i , �ryj Q � h �� n1ZW I 9 U - w `rn 1 i v a s d o lI I t W - n (2)14" 1. I' --_ 2'-4" s' t e 1 .-;1 1 II 1 c-:- R BEAM CEILING � � OFFE ED CEILING �. 1 ° I ® a a ® z 11 1 '� ;,, •. n-_.. .s_.. .._ ,._., -- .n,ac.,,s,r•,xl- 4„y .._ ..r... ---- -------- _ -------- .:,w r c...___.__.®._..- _ ...... . ,. { 1� , w 11 � --- --------- LAUNDRY � �, (4)2X6 (4)-14"ML FLUSH~ ti, 1 Ip ^�',,? II t a • BLT • ^ J+` a 1 1 r ``^,_.- I I' M 1 AI11GING O 1 1�ij `.•, n o r '•� I I I ® a POST ,.---- m 0<:a „ I r 5 n t ( P 1 r 2'6 IN »\ 1 . 2-3/a 1 e ` 0 �/ i Y — — _ ' I 1 ----------. ----.,_' �--.,- . I ! t.. V 1 _ WALK-IN 1 1 1 ' •-- n �� 1 0 1 D r I m rn N ; �� CLOSET - " SS X4X1/4 14'_ SS 4X4X1/4 I I I­ CLOSET = 3'-0" ___ z• ' L_.--..- -,- t2X�50- - - - STL Co�F E _...,...,_,,. ., x(3) 14"ML FLUSH x : ' y i rr v 1 b' (4)14"ML FLUSH • OP1 Al Li - — - -- ' 9 00 w ' 2X8 t- r•..� .,�� ,rr�,r..�,�.., �...�n..,.�;. . t - 1 1 1 .— — — — — — — — - - _.______._-___ I f N EXISTING 2-GAR GARAGE ♦p @16"0 A r fy'' "- STAT f�' 1 1 I 1 I X R I i R: - OF FRAMING 4'I TAIR w C9 EXISTING ROOF 1„ W LOPED ; 1 i ; ; i i 1 TO REMAIN (NO WORK) t ------ I 1 1 i 1 I 1 $r t 7-/2rrl 1 1 F -_ _-_ TJ 1560 FJ 16"OC I a ' l i i I N ;', I IL�E AK e I-a TO BE INSTALLED ON WALLS :0p; 1 v1 TYPE-X FIRE RATED SHEETROCK l O AND CEILING TO CODE 1 1 1 ! I 45min.FIRE RATED DR a' PE ILI Ct U1� E 57 1R)'; I I I I � J I O „ , R I I I- 1+4" CN TJ1560 FJ 16"OC -- - -- -r�••--CI i LL 1nr j t I w!STEEL JAMB, � _.- �3)14 ML(FLUSH) ' �F,— - j ( 6-9 �µ � 5 O' + 5'-51/2" j MUDROOM SC HINGEREFUSE/ , w n 1 " n I " RECYCLING g MASTER e°:e CEILING m I I �' H e f a BATH`. C' '''I PA TR KITCHEN o k w RADIANT HEAT— »A I HALL , I� Y N r rl - I o 4 a 'm FF N I b Y '-0"FRENCH _ _ _ _ _ _ _ _ 1 � i •--+• •--•�-T 3)2X10 HD - (3)2X1 R- ----rwM•-1 (3)14"IVIL FLU51-t - i"4'-7L a --------------------- . r R � 4"ML LUSH . � , k � i" / -'V f's�^ j COVEREDPORCH V 0 0 J 1I� F -m 1T 4 I_I� �4 �m V _ 4 14"ML FL SH a , 1 1 O I I ' k 1 O , 6 6 ACQ , 1 1 tYl 0 "' _ �``ryry .. s S "-- OST �..) C'W I�Iw^ ,° a Y a: -_F-• I I I II 1 1 r Q) P _ 14"TJ1560 FJ 16"OC I i ar �O f r I_I h n Iry+ , r a 1 t -- , _N .. _. (3)2X10 _.._ -- ' X 0 a i I t1 + 14"TJ1560 FJ C a n I 1 , 1 1 , 0 1l) tYl 0 I� d _ 9'-2'/2" I I ,o a a, t r i 1 1 ; `. v 111 t a /i L-, a v -�..`IP __. i a a + � 1 I 1 1 O ..� (_ r w OFFICE a _ E T Y I v c r ar 1 — X u ci'fy � �' � R - --- 1 ------- ------------------------ --------- it ------ ---------------------- --------- O` '6 0 � - -- n . 1 LLt2l,�M i@ m,;� i.,� ----- ------- A­ 2'.4" 1 MIN (2)2Xt0 HDRO . z aC _. ---------------- -------_____• X10 HDR u Y - - 1 BENCH F- a a t 1 i ------- ------- ---------- -- - .-..-.1 _..._- ' �.. E I � —48'x'84 -. -u. -. .�,..-.,,.-..,.54"w . - -_ ._ ....,._.-..,,....,. .. _ - ® I MIN 2 2 , 0 . (3)2X10 HDR o �' c I; � it `�,- �- --_-l_. .._..: ..... � cQ 4 1£ y I ° Y REPLACE OH DOOR 0 V 91 CW255 8"ARCH f R - , ,e HALF = CW35,8"ARCH4. REPLACE OH DOOR l C? -f—BATH_.__M .(3)2XIOHDR+ a. ) - - ------------ w y..(3)2X10 HDR. <..., 6_p I o I I o I a 1 O � 01 10 o1k it N N COVERED PORCH IN NI w BARREL CEILING W H N BLUE ONE N Q IO3 2X10 --' fl- I , , , (3)2X10ALL FRAMING SHALL BE FL SH(U.N.O.) - . - ¢� I _._..______...._._..__- ----_ _-__.___...e..-____._-. ,ALL POSTS SHALL BE MIN. 3)2X6 STUDS) - -- N X6 A Q POST -------------------------------- - }- 71-11" 7'-11" 5'-6" 41-6" 4'-8'/2" 4' 81/2 4'-6" 5'-6" 10'-0" 10'-O" 5'-6'/2" 5'-O" 3'-3%a'"± - ----------------------------- - 15'-10" 10'-0" 9'-5" 10'-0" 20'-0" 13'-10%"± U N 791-1%"± Q� E C �► PROPOSED 1ST. FLOOR PLAN N 5 PROJECT NORTH SCALE: 1/411 = �1-011 �� .�a�•�� �a ?� DRAWN: MH/MS • � SCALE: JOB#: i 9/7/2023 Z( SHEET NUMBER: A- 7 REVISIONS: C B A 621-011 I I 2'-0" 15'-0" 6-0'/2" 15'-0" 6'-10" 15-1'/2" i lo t �I7'-6" 7'-6" 7'-6" 7'-6" 7'-71/2" 7'-6" i i 14'-1"r f BALCONY Ln —_- - - - - — — — — ——- -i— — 2X6_PLTH_T-__ ___ __— =- - - - - r._ _ .._ _ ___ -_ — — — — — — — _ ._ _ �__.—_.-2X6 PLT H_T_ _._____._.__.__ ._. TW3046-3 l RVH90611SASL i TW3 46-3 (3)9-1/2 ML HDR (3)9-1/2 L H S (3)9-1'2 ML HDR I{! ' w f i ® 5-6" m =d i 5-6"PLT HT 3LT H - I O m_ f 2X10 J 16"OC I CN cV ' I BEDROOM No. 3 zxlo J 16"oc I CATHEDRAL CEILING BEDROOM No. 2 I I j a ti a o o = v�ERI3EDROOk4 No. 4 00 to X s 48" 2X � ( _ { 1 f � N CHIMNEY 1 a w, 6 PLT HT CHASE J N °`- ° \\\ // \ TEELINEN o QUEEN ❑ ® F_-- ® // 2'4" 2-6 3.0„ 2'-6" 7_6" 4)2XT6 \ POST OO PbS( ;D --------------- / '- 0"'PLT o = STAIR HALL I I = D _.___ _.__..,.__.__.____ ..___. o _ _._ __. .___ ______._-__-____.._..__.______._._ U BATH o ..._..__�__.._.___.. _Q X 1 M =� (4)2X6 I I N I m No. 2 NICHE 'h RAIL N '-' POST m O I I 1 1 1 I I I 1 I I I I I I O O _,_....,._.bbs. ._..._._. _ .— ...----�X 1 I I I 1 t 1 1 I 1 I 1 '�1 I 1 f.""--_._......_...._....._._-___..............._.__--__"__- _`_'__'__'.------ �' -�_ _. N I 1 1 I 1 I 1 1 I 1 I 1 I 1 i I I { V 3' -Q" 1 I 1 I I I 1 1 1 1 I 1 I 1 t V (IO U SH ER I 1 1 1 1 I 1 1 I 1 1 1 I 1 1 0 \ <2 C) 1 I I 1 1 I I 1 1 I 1 .' IDN I 1 1 1 1 1 1 I 1 1 I 1 1 N 2'-6"i r , .-- I e I I I I 1 I 1 1 1 1 I 1 I 1 I - - - I! / I ; <.e 1 1 I 1 1 1 1 I I I I 1 1 I I 0 O 9 U 1 1 I 1 I 1 1 I I I I I I I - s \\ I I I X I/ J — W - -4=° - - % ,\ BATH No. 3 �' I ATTIC I N X - - - - - - - - - - - - - - - - - 4 �. I STAIR I X 1 N E N V - r - -Jt `<- - - - - - - - - - - - - - - - - - - - I I r - - - - - - m N HAL' o f I I 46" j L - - r I O I I / I LOFT No. 1 I �`; i 0 00 o I 10'-6"CEILING I 0 ' LOFT No. 2 g 30, ( f 7'-0"PLT HT I I I v T-5"PLT HT i LG WM3600 HVA I I I A ONT LOAD WASHE � � j za^w 3o va^e 39^n N ATTIC No. 2 ± �O LAUNDRY ! ATTIC No. 1 I I -SLOPED CEILING N ' LGDLG3601V i SLOPED CEILING /f / 2X10 CJ 016"OC RONT LOAD DRYE !r _ I ♦ y 27°w 301/8"d 39"h 9-1/2 ML HDR � �/� � ( I ♦ (3)9-1/2 ML HDR CV 67 rm- U CXW24 ` // I I \� CXW24 Xtn -� c N — — — — — — — — — — — — — — — — — I I — —� — — — — — — — ==�---_- --___._____—__-__.. __ — — -- - — 276 PLT HT � �- �0 ( 2 6 PLT HT _c I I m 13 a I I a J u- 41 m I I M 1 (3)9-1/2 ML HDRCX 45-3 1 `^ rn C � " 5'-0" 5'-0" 14'-8'/2" 14'-8'/z" 5'-0" 5-0" 15'-0" 29'-5" 5'-0" 10'-0" 5'-0" 10" 65'-3" w �- 4 U O N A d N F-- B z U E N PROPOSED 2ND FLOOR PLAN N5 PROJECT NORTH- SCALE: 1/4" = 1'-0" W � DRAWN: MH/MS SCALE: JOB#: 9/7/2023 SHEET NUMBER: A- 8 REVISIONS: C p; -�.7q_ _ _ A . ....m .. .,,,.., ,.-.,n _.,-.,... .,._. .,w ...- _-«.--_-.,-----wr.-n__w_n nw•._,..... lV�,1.p •.xp"J I! 11 B 't rt IS R3 @p [Z Itt , 11 !I 19 11 11 12 12 AI tl. 11 10 1 1 1 19 91 2X10 RR 0116"OC �. too 2X8 RRA .. 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'.' G---- " r 1 Y 1' \Q — N Ito --"----' -'- -_- ------'-u. z------R°i_- .._.__���a...__._....___ ._�i�+, Q) � A) cv I Q) —, lu 9 I s Rs R [ 1 I P ! E Y + A E t 1 R 1 I tl a 1 ! 1 [ 0 i P i p l(7 E + Lu + Y a t 12 Y ' 111 1 P , 1 , ! LLL-A � P I T i F X t U LAMINATED RR Ca 16"OC i"i ri4®�li t'« 6�Y 8 J - I"I4„J IiP n.wn..r--n.n.-rnn.nnnn.t MI[ 91 •-_...r............... Ip a- a E _ a t 4 !1 1 : ,•J j 8' V/ ---w r B E PROPOSED ROOF PLAN N 5 PROJECT NORTH SCALE: 1/4” = 1'-0" DRAWN: MH/MS . SCALE: s' JOB#: er 9/7/2023 SHEET NUMBER: A-9 REVISIONS: (2)16"ML RIDGE (2)1.3/014 ML RIDGE 3)9-1/4 12 ML 4 RR G�610G � X10 R R @16 DC 2X10 CJ @16-OC 2X10 CJ @16"1 I I I I I 1 1 LAUNDRY STAIR HALL BEDROOM No. 2 1 12 1 1 12 I 10 1 1 10 1 ' 3/4"SUBFLOOR (2)14" ML (4)14" (3) 14" (4)14" 14"711560 FJ @16"OC (4)14" 2X8 (4)14" ML ML ML ML ML @16"OC MASTER BATH MASTER BEDROOM 2X6 OVER W12X35 3/4"SUBFLOOR 14"TJ 1560 FJ @16"OC 14"TJ1560 FJ @16-OC a,. (3)14" ML :d :d b, b• e e :s BASEMENT 6 b, b, q� q►. a 'e • :d All :d . . . . . . . .. P� p: ;p x•011 d O - A CROSS SECTION A 1 11 SCALE: 1/4" = 1'-0" z 12 (2)16"ML 10 (2)1-3/4X14 ML RIDGE n II u n n n n li n n n n tl n n n n u n n 11 11 (2)1-3/016 ML RIDGE (3)9-1/2"ML n II n n n II n u n II II n n n n n n n n n u u VALLEY n n n n n n n 11 n n n n n u n n n n I I n n n n u n n n n n I I n n u n n n 2X10 RR @16"OC it II n n GABLE (2) 14"ML n n n n n ii 11 n u n TRUSS VALLEY II it 11 II 11 n n n n n 2X10 CJI@16"©C 11 11 If 1 11 11 n n n tl 11 ii n n n n u u II n n n u n n n n 1 1 n n n n n u II n II n n II n II II n u n n n n 1n n n n u n n u n tl n Q n n II n n n n n n n n 1 2X10 C1 @16"OC u n n 11 n n n u n II n II II 11 11 �� II II II II �� II 11 11 n1 Q) 0 n 11 a II ii u n n n n n II n � mV IIu n n n u u n n II 111, n 6� II 11 II It 11 II II II II 11 II 1{ II BEDROOM No. 3 r O ^ m 0 STAIR HALL 0. Z u � LOFT No. 2 TUBE STEEL OR EQUAL 07 AT BALCONY FOR 4 L CURVED RALING(V1F) U r m E 2X ACQ SLEEPERS OVER V m EPDM, FLASHED(TYP) M N OVER 3/4"EXT.SHTG. 3/4"SUBFLOOR <t `6 r_ LU LAMINATED 14"TJ1560 FJ @16-OC (2)14"ML w/1/2"X13"STEEL FP RR @16"OC 14"ML@16"OC AT 2ND. FL.BALCONY LOCATION (SISTER DJ) BLOCK NG DBL 2X10 IL W12X50 Will (TAPPERED) 1 I tl HSS 4X4X1/4 w TUBE STEEL U t . COLUMN LIVING ROOM ENTRY HALL I I 2X10 WALL 1 ' ' i i N'I k i 4"PC SLAB w/ �� ~ I 3/4"SUBFLOOR ' ' — 6X6 1.4X1.4 WWF I I • 14"TJ1560 FJ @16-OC 14"TJ1560 FJ @16"OC E:•• V 14"PC SLAB w/6X6 1.4X1.4 WWF : tia •:: (() W12X35 •b �• , 2"SHELF •b� • :D 2"SHELF �• �[ 8"PC 9 • :D q�e :1 8"PC: ' WALL i ' q�' �' WALL' :16X16 CONC.PIER •�w °'• •' ' AT COLUMNS b HSS 4X4X1/4 e•d• t • (TY ) :d TUBE STEEL 8'1 FTG `° COLUMN •b:p 8'1 FTG (2)#5 REBAR .s.. 4;, O 12 PC WALL n ° 2 #5 REBAR *` DAMPPROOF ,tee •e � � !� ' e;; b•: 12 PC WALL • • d DAMPPROOF i • DRAWN: MH/MS o -''G SCALE: a .•d .de + rs 4 A7 JOB#: ` S 9/7/2023 { x3 24"X12"FTG 24"X12"FTG (3)#5 REBAR B CROSS SECTION B (3)#5 REBAR QF t��'� SHEET NUMBER: R • 1 11 SCALE: 1/4" = 1'-0" A- 10 REVISIONS: 12 4 12 10 12 10 12 (4)1-3/4X14 ML RIDGE 4 9-1/2 ML RIDGE2k70 12 /ZR 160 i u u u u u n n n u n u i 4� C , „ „ „ „ „ „ „ „ 2X10 RR @16"OC ----- ------ i It u u u u n n n ' 2X8 CJ @16"OC it u u it It It u n u u n u u 1 BLOCKING (3)9-1/2 ML ' (TYP) W8X48 MUDROOM LAUNDRY OUTDOOR HSS 5X5X1/4 KITCHEN ' � TUBE STEEL ' ' COLUMN cn STONE FACED O OUTDOOR CABINET I11 /4"SUBFLOOR 14"TJ 1560 @16"OC q ( 2"SHELF 4, SHELF 4"SHELFd . .. . .. . .. . .. . .. . .. • . t . W12X35 0 •a 4"PC SLAB w/6X6 1.4X1.4 WWF .' 8"PC : ( J.. c b�. 2"SHELF , 8"PC WALL ..'.D ;•:�tl �. 16X16 CONC.PIER ' ►' WALL AT COLUMNS (TMP) ` 8"X16"FTG t•; b;• 81IX16"FTG - — - (2)#5 REBAR L'4.0 HSS 4X4X1/4 b :d (2 )#5 REBAR 6 ; TUBE STEEL .t tie 12 PC WALL COLUMN d:b:p 12 PC WALL DAMPPROOF ;.a %a a DAMPPROOF d 4"CONC.SLAB iv 24"X12"FTG 4.5'X4.5'X1.0'FTG 24"X12"FTG Z (3)#5 REBAR w/(5)#5 REBAR ew (3)#5 REBAR (2)16"ML RIDGE (2) 16"ML RIDGE (2)16"ML RIDGE C CROSS SECTION C " 2X10 RR 2X1 RR 2X RR 1 12 SCALE: 1/4" — 1'-0" @ 6"OC (3)9-1/2 ML VALLEY @1 'OC (3)9-1/2 ML VALLEY (3)9-1/2 ML VALLEY @1 "OC fl 10"I'vol 11 Il 9 Il fl P NL� III M III 111 '/410- 1 2X10 CJ @16"OC 2X10 CJ @16"OC 2X10 C1 @16"OC O 16"ML RIDGE � 4 � ri m u r x -. m � � BATH No. 2 x u STAIR HALL LOFT NEW CUPOLA o s` (3'X3')w/ � p � O WEATHERVANE IL Z L u � � Q � ® � 9-1/2 ML RIDGE 3/4"SUBFLOOR 3/4"SUBFLOOR 2X8 RR @16"OC to BLKG (TYP) EXISTING TO REMAIN U m 14"TJ1560 F1 @16"OC ! (REPLACE/REPAIR AS REQ.) al A N 1 1 2XE:CJ �o (3)14 ML (3) 14"ML (3)14"ML (3)14"ML w/ (2) 14"ML 2X8 CJ @16"OC 2X8 CJ @16"OC IN 16"OC (3)14"ML O U1 B MASTER (2PLATES3 BATH ADD HANGERS m AS REQ. (2)14"ML ADD ADDITIONAL JISTS AS REQ.FOR SH ET O K W o WALK-IN PANTRY <ITC iEN Mu RO U CLOSET 45 MIN. FIRE RATED DOOR `O w/SC HINGES,STEEL JAMB EXISTING GARAGE TO REMAIN SHEETROCK WALLS AND CEILING w/5/8"TYPE-X GYPSUM GARAGEEm� 3/41'SUBFLOOR 14"TJ1560 FJ @16 OC i ` (2)14"ML W12 22 W12X 5 14"TJ1560 FJ @16"OC W12X45 W12X22 d (2) 14' d .. .. .. V = t,� ML •: ' ^ HSS 4X4X1/4 TUBE STEEL ' :d 10"PC WALL w/ COLUMN t #5 REBAR @16"OC b, EACH WAY '� .. .. .. .. 'a s. >> I • DRAWN MHlMS . •t ° . •. . .. . .. . • . •. . • .. .. . •. . .. • •. . . •. • •. .. • .. . • •. . •. • • .d d p•• D.' v ^•.d , , .dp•• D.' v ^•.d , d e,•• Y.' ^•.d of •.d �' }'y k u ' •Y.p " v. p'a• • --'- 'Y p' o• p'a 'Y.p v. nw p'a• t . ' ! SCALE: 5'X X4.5'X 1. � - 4. 0' 24"X12"FTG CONCRETE FOOTING w/ (3)#5 REBAR JOB#: 9/7/2023 (5)#5 REBAR EACH WAY s v CROSS SECTION D 11%It�F•cz� .r�� SHEET NUMBER: 1 'a SCALE: 1/4" = 1'-0" A- 11 REVISIONS: 3 3 3 Generated by REScheck-Web Software 11/4 Compliance Certificate 11/4 1 11/20 1111/46 11/4 11/20 1 1/4 W.C. LAV. LAV. W.C.W.M. Project BROWNE SH ER BA TH Energy Code: 2018 IECC Location: Southold, New York 2011/21111/40 Construction Type: Single-family C.O. I 3 1/4 I C.O. 3 2 Project Type: Addition 3 C.O. Climate Zone: 4 (5572 HDD) 1 3 3 Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1645 CALVES NECK ROAD 1 1/4 SOUTHOLD,NY 11/4 11/4 11/410 11/41) 11/2() 11/2 +11/4411/4 1 1/4SINKLAV. LAV. CW.0 °t¢ r ;'' iA .. ,: `o a D.W. W.M. F.A.I. Compliance: 2.6%Better Than Code Maximum UA: 696 Your UA: 678 Maximum SHGC: 0.40 Your SHGC: 0.30 SH ER B H The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slah-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade 2 1111/2 assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. C.O. 1 i/4 11/40 2 2 3 C.O. 13 11/40 1 1I C.O. C.O. 1 3 3 II C.O. J 3 3 Envelope Assemblies 3 11/4 11/2 Ceiling 1: Flat Ceiling or Scissor Truss 1,393 30.0 0.0 0.035 0.026 49 36 LAV' cs W.C. Ceiling:Cathedral Ceiling 256 30.0 0.0 0.034 0.026 9 7 1ST FLOOR:Wood Frame, 16"D.C. 2,384 20.0 0.0 0.059 0.060 114 116 Door 1:Solid Door(under 50%glazing) 21 0.280 0.320 6 7 Door 1:Glass Door(over 50%glazing) 92 0.300 0.320 28 29 SHGC:0.24 0111/4 3 Door 1:Glass Door(over 50%glazing) 51 0.310 0.320 16 16 ICO SHGC:0.22 Window 1:Wood Frame 3 SHGC:0.34 59 0.270 0.320 16 19 Window 1:Wood Frame 156 0.300 0.320 47 50 SLOPE" 1/4" PER FOOT PITCH TO DRAIN 4 SHGC:0.31 Window 1:Wood Frame 5 0.270 0.320 1 2 SHGC:0.34 TO APROVED SEPTIC SYSTEM I. Window 1:Wood Frame 4"C. SHGC:0.34 65 0.270 0.320 18 21 TRAP HOUSE BASEMENT:Wood Frame,16"D.C. 1,167 20.0 0.0 0.059 0.060 65 66 Door:Solid Door(under 50%glazing) 33 0.280 0.320 9 11 PLUMBING SCHEMATIC SHGC::Wood Frame 32 0.300 0.320 10 10 SHGC:0.29 SCALE: NOT TO SCALE 2ND FLOOR:Wood Frame, 16"D.C. 2,136 20.0 0.0 0.059 0.060 114 116 Project Title: BROWNE Report date: 12/01/22 Data filename: Page 1 of 2 2" 2" 2, , 7 o Qo 0 0 2" Oo o Oo Oo 2" 0 0 0 0 ° 2.. o 0 FASTENER TYPE: SPACING: �. � � �qq � "',A'IA+`p ���� ��al. �) ��• t No.8 WOOD-SCREW SHGC: 0.31nclow 1:Wood Frame ._... __.._.._. ._.,.-_._. 89....._.._._... ..__..-__... ..._.0.3__... ...... , 00 0.320 27 28 BASED ANCHOR WITH 16"OC Window 2:Wood Frame tin. EMBEDMENT LENGTH O co ® SHGC:0.34 120 0.270 0.320 32 38 ® © ® ® ° No. 10 WOOD-SCREWS O ° Floor:All-Wood joist/Truss 2,648 21.0 0.0 0.044 0.047 117 124 BASED ANCHOR WITH 16"OC Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other tin. EMBEDMENT LENGTH I IJI J1 I calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. 1/4in.dia.LAGSCREW m BASED ANCHOR WITH 16"OC01 nl U 2in.EMBEDMENT LENGTH r O O O O o O Name-Title Signature Date X c V Op m m ° 3/4"APA PLYWOOD .r O SHEATHINGQL 0 1/2"APA RATED SHEATHING Z u � GRADE PLYWOOD 0 (ALTERNATNIVE: 7/16"O.S.B.) � o u 1/2"APA RATED SHEATHING r to -C ia GRADE PLYWOOD ® ° (ALTERNATIVIVE:7/16"O.S.B.) 01 - N It O O O O O O O w O Q FASTENER TYPE: SPACING: 2X4 DF#2 No.8 WOOD-SCREW STUDS BASED ANCHOR WITH 10"OC WINDOW SILL 2in.EMBEDMENT LENGTH w TYPICAL WINDOW OPENING No. 10 WOOD-SCREWS ° ° ° ° ° ° BASED ANCHOR WITH 12"OC PANEL SPAN EQUAL OR SMALLER 2in.EMBEDMENT LENGTH THAN 4 FEET p 1/4in,dia. LAGSCREW BASED ANCHOR WITH 16"OC Q 2in.EMBEDMENT LENGTH O O O o o TYPICAL DOOR OPENING "- MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: IV PANEL SPAN GREATER THAN 4 FEET 2-2X4 DF#2 STUDS CONNECTED EW AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No.8 ANCHOR WITH OR GALVINIZED BOLTS W/WASHERS BASED ANCHOR WITH 8"OC Q THAN 6 FEET AND NUTS @ 2'-0"O.C. 2in.EMBEDMENT LENGTH Z No. 10 WOOD-SCREWS TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 9"OC U PANEL SPAN GREATER THAN 6 FEET tin.EMBEDMENT LENGTH � 1/4in,dia, LAGSCREW ov AND EQUAL OR SMALLER BASED ANCHOR WITH 16"OC THAN 8 FEET 2in.EMBEDMENT LENGTH Id WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING Project , ` WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16�t Proj Title: BROWNE Repot f+�R � - AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO Data filename: 'k w ' a + , DRAWN: MH MS COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL SCALE: CONSTRUCTION CODE). THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. 41;� `x JOB#: ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. lip, 't,. 3 9/7/2023 !• SHEET NUMBER: HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. OF V 12 I �r r+, REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ° ENDWALL RAFTER WALL STUD 0 ° CRIPPLE STUD BOTTOM PLATE o RIDGE LEDGER BATHTUB ° HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOF USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12" 20 a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 11-1/4"x24" 20 o. STRAP APPLY OVER RIDGE TO EACH RAFTER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / g / g 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING @24"OC WALL STUD 10 THROUGH—ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP 00 CRICKET AT TOP—SIDE OF VENTILATION CHANNEL R M BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN r I VENTILATION WOOD JOIST SIDEWALL FLASHING FOUNDATION ' - TOP PLATE BLOCKING ' FINISH WALL AND MOISTURE — 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. .' SHALL BE COVERED WITH CORROSION— ONTIN. SCREENED VENT 4" — 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH J ONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL AND SO AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" — 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARYCONNECT TO ON ALL OPENINGS / ACTION 4" — 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. 8" ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 12" RAFTER RT20 2118" x 20— — a. TYDOWN ANCHOR CONNECT TO 14" — 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ,' , � � / g EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT 2ND. FLOOR WALL OF FLASHING ROOFING LAPS BASE FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT O WOOD JOIST TOP PLATE GIRDER/HEADER SIDE WALL FLASHING 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ©48"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLIC ATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION '�'T 4" — 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE—MANUFACTURED KEEP SHEATHING MIN. '1-1 2 / ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER TO PLATE CONFORM TO SLOPE AIR PASSAGE RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" — 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD O DBL. SILL PLATE O TERMITE SHIELD I �— SUBFLOOR m m 0 SILL GASKET WOOD JOISTS 61 r 0 NEOPRENE 0 nl TYP. CONC. FOUNDATION ^ CONC. SLAB , , x m GASKET 2x6 /2x8 CONTINUOUS WOOD PLATE 61 -- 0 C 6 MIL. POLY �� = *' DAMPPROOF EXTERIOR s I BOLTED TO STEEL BEAM WITH Q — x n U 61v11L POLY ON EXTERIOR 1� GRANULAR FILL ° , ca p ° STEEL COLUMN ' 1/2 " DIA. BOLTS ® 48" o.c. STAG. (� z U- U co sift ° a ( ° a ^, _ �, ° ROOF JACK `� ' STEEL BEAM p CONC. SLAB O r 01 ° ^ o �'a v ANCHOR BOLT EMBEDMENT: 1 �. J <t COMPACT FILL ° POURED CONCRETE: 7" 4" x 1/4" x 8" STEEL � to� U -� a ', BLOCK WALL: 15" I TOP AND BOTTOM PLATE � , 0 V a ° e � .• n ROOFING FLASHINGLATS ` � ' U m ° �'� ^ CONC. FTG. p d Q`p G c SIDES AND TOP WITH 1/2" x 6" ANCHOR BOLT \D _ KEYWAY FOOTING v P _ USE WITH 3x3 SQUARE WASHERS 1/2" GROUT 1 0P LB PS58 OR B P583) .` 0 ° O ANCHOR CONNECTION (US , 3" STEEL COLUMN AKIp REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT I -c DRAIN TILE V ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) (L SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC TYPICAL BEAM DETAIL TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC Lu WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION ROOF JACKS & VENTS DETAIL SLAB—ON—GRADE 1-2 STORIES 57" OC 0 N SUB FLOOR CONIC. SLAB ( DOOR FRAME �I w 6X6 10/10 DOOR o- JOIST COMPACT FILLILL USE 2X8 STEEL BEAM (K FOR BLOCKOUT ' 4" SLAB W/ 6X6 WMM � I SLOPE V P.T. PLATE M ' 1/2" AIRS ACE I ° °• 4"DRIVEWAY —� NOTCH JOIST AND ADJUST HEIGHT N (WITH A NAILING PLATE IF NEEDED) AT END AND �• " ?0 `�" je ° o ° :< , ° TO BE APROX. 1/2" OR HIGHER THAN Y y;•� ES OF WOOD ° ^ , — � ° ° STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE 'QBEAMS Q! PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) Q Q Q D TL 11=11 L—I I I ° e e n 6X6 W.W.M. - - e - - �,e - ell, ° _ o o II-_ILII�IIEIIE ° ° D n to �'6, � n'� ° ° `NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM ��I � � � � ° � ��IIII��I� �—SUB FLOOR •� n • REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM �!—I D ° ° REINFORCING BAR •o , -III ° 4°,°' 'p ° �I 01ST DRAIN TILE I1-� ° o e SHEET METAL / 30# FELT UNDER BEAM AT POINT 11� ' . 4 L�'A �e �e ° "� STEEL BEAM 12 OF CONTACT WITH CONCRETE OR CONC. BLOCKiTE�T'r iu e• 3" PLATE (BOLTED TO BEAM) ?i00 '"*. TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. A d^ SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. yx �` DRAWN: MH/MS 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOC KOUT g ,r A f" SCALE: BEAM POCKET ��, ,, � JOB#: 9!7/2023 SHEET NUMBER: REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: ("JENERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL ® 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY. SPACING NOTES in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) CONSTRUCTION NOTES: TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL: 3-8d COMMON EACH DESIGN CRITERIA (UNIFORM CODE) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL: 4-8d COMMONJOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5 DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 construction details and procedures to ensure a professionally finished, structural) the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL UNINHABITABLE ATTICS NO STORAGE 10 P P Y Y shall be connected with uplift connections in accordance with table 3.3c. ( ) EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH U180 sound and a weatherproof completed product. P CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS (STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING) 2). The GE!neral Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: OVER PARTITION V(/FCM - SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR WALLS AND PARTITIONS H/180 INTERIOR (LIGHT FRAME)WOOD WALLS 10 COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR (LIGHT FRAME) STEEL WALLS 5 FLOORS U360 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL EXTERIOR BALCONIES AND DECKS 4o MASONRY WALLS (s"THICK) 80 CEILINGS (PLASTER,STUCCO) U360 FIRE ESCAPES 40 CONCRETE WALLS " CEILINGS (GYPSUM) U240 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - Bd COMMON EACH TOE GUARDS AND HANDRAILS 200 (6 THICK) 85 accordance with table 3.3. TO RAFTER END NAIL SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS U240 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES (R301.5) PER 20 SQ. IN. 200016s EXTERIOR WALLS (PLASTER, STUCCO) H/360 < 4 . WALL ASSEMBLY TO FOUNDATION: 2 - 16d COMMON PASSANGER VEHICLES 50 EXTERIOR WALLS (BRITTLE FINISHES) H/240 (DO NOT .SCALE DRAWINGS). ) TO RAFTER END NAIL NON-SLEEPING ROOMS 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift EXTERIOR WALLS (FLEXIBLE FINISHES) H/120 P WALL FRAMING:I N G: SLEEPING ROOMS 30 ( ) 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete LINTELS SUPPORTING MASONY WALLS U600 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL STAIRS 40 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NOTES ROOF GROUND SNOW LOAD 20 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt QTY. SPACING OP PLATE TO PER FACE NAIL EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, T anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE 2 - 16d COMMONFOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE INTERSECTIONS 4- 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceed:, manufacture's specifications and applicable codes. YP P STUD O.C. NAIL Sym.: attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 7). The GE!neral Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 6). TYPE I1 EXTERIOR SHEARWALL CONNECTIONS: FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 1). The GE!neral Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 17 NONE - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: 4 - 8d COMMON PER TOE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 5 BLOCKING EACH TOE 5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O.C. d COMMON 6" O.C. SEE NOTES: 1,3 9 CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs )• BLOCKING TO: EACH TOE SEE NOTES: 1 ( BOTH FIELDS) to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and 3 - 16d COMMONINTERIOR ZONE 8d COMMON @ 6 O. . 8d COMMON @ 12 O.C. NOTE: 2 FOR PANEL FIELD 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. JOIST ON LEDGER PER TOE NOTES DECK AND COVERED PORCH NOTES: TO BEAM 3 - 8d COMMON JOIST NAIL 7). Dampproof exterior of foundation with bituminous coating as required by current THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMON JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2 - 16d COMMO PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: l F SHEATHING:I N 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G,0.49. FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. R For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High WindJOINT DESCRIPTION NAIL NAIL 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. Q-1-�, SPACING 3). Tabulated 4 inch o.c. nails spacing assumes sheathing to rafter/truss framing members with G,0.49. For Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. P g g g below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir„ 4). Deck joists to have blocking at 8'0 o.c.. CEILING S H EATH I N G. NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL otherwise. JOINT DESCRIPTION O Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) where needed. 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. o GYPSUM 5d COOLERS 7" O.C. EDGE NOTE: 2 FOR PANEL FIE-71 LD m u 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. ,� WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O. . 8d COMMON @ 12" O.C. SEE NOTE: 3 °x' Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6 above grade. openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING. o m u openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7)• All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES m °' X openings between 4'1 and 6' ' ' D and 2x6 wall openings s between 511 and 89. Provide fire U NAIL NAIL O ^ o o P g P g to girder(s). JOINT DESCRIPTION QTY SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 0. Z and blocking where applicable. u 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1 . For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall o 3 c° 5). All flush beams/headers tD be installed with heavy duty galvinized hangers and 8d COMMON ) g g q of �r s anchors where applicable to all connecting joists. PLUMBING NOTES PANELS WFCM - SBC o u be used. � s � � � 7/16" OSB 3" O.C. EDGE 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6d COMMON6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with U m Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G,0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. tans. IV WALLBOARD 5d COOLERS 10" O.C . FIELD on P 2 Verify septic system with the Engineer for Suffolk Count Health Department approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. s 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r ) Y P Y g Y P pp t� other access openings unless otherwise noted (typical). FLOOR SHEATHING: 3). if wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and sates to protect and secure the structure. Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running up roof rafters are to be supported by double rafters on either side P q g P P Y QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. state code and manufactures recommendation for maximum hole size and spacing permitted. 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. N where applicable unless otherwise noted. STRUCTURAL PANELS 6 O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR PI 8d COMMON „ HVAC SYSTEM NOTES 1" OR LESS 12 O.C. FIELD (5.7 SQ.FT.2ND. FLOOR) I­- 9). 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFF N OTES NYS Residential Code R302.11-FIREBLOCKING REQUIRED V under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) Q requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. to 10). Proviide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1 2). HVAC subcontractor is to fully coordinate all system data and requirements with the ) In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor w equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 feet.Batts or blankets of mineral or lass fiber shall be allowed as fireblockin in walls constructed 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailingrequirements are based on wall sheathing g g CDX exterior sheathingrade plywood. Plywood to cover over plates and headers. ) " q g SOIL COMPACTION: using parallel rows of studs or staggered studs. g P Y�^' Y P 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing •q Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, I 12). Unle<-s otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor . TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. ELECTRICAL NOTESshear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. N adhered 'with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of Q 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. 2). When wall sheathing is continuous over connected p � ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. to have rE!gular 1/2" sheetrock. All walls to be taped and finished. 3). All electrical work to comply with 2014 NEC. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 # PP q PP g torch down type material over. and R315 of IRC. 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G DRAWN: MH/MS be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP ' AND BASES.USE WITH FLASHING CAPS TO ' �' + 4 COVER TOP � 1? s; '�� SCALJOB#E: 9/7/2023 SHEET NUMBER: A-14