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HomeMy WebLinkAbout8037 .D UI P IrIf cwessIt . �I�?paSe-C� ��SC�Zi h�S ns ev h e,s a l V- aye Owner: William Whitmire File M 8037 Address: 960 Marratooka Rd \ _ Code: 25MS ` - Agent Info Traci Rivera-Renna Q 363 Terryville Rd. Terryville, New York 11776 Phone: (631)492-0927 Fax: Email: traci@tracispermits.com BOARD MEMBERS ��OF Southold Town Hall Leslie Kanes Weisman, Chairperson 53095 Main Road• P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert, Jr. C Office Location: Nicholas Planamento • a0� Town Annex/First Floor Margaret Steinbugler �ou��,� 54375 Main Road(at Youngs Avenue) Southold,NY 11971 RECEIVED http://southoldtownny.gov ZONING BOARD OF APPEALS 5EP 2 3 2025 TOWN OF SOUTHOLD Tel. (631) 765-1809 hOut d T®ern Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER 18, 2025 ZBA FILE No: #8037 NAME OF APPLICANT: William T. and Erica J. Whitmire PROPERTY LOCATION: 960 Marratooka Road, Mattituck,NY SCTM No. 1000-115-9-8.1 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type 11 category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was not required to be referred to the Suffolk County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject,non-conforming 25,890 square feet, .59 acre trapezoidal-shaped parcel in the R-80 Residential Zoning District measures 150.00 feet fronting Marratooka Road,then runs 203.97 feet west to the rear property line, then runs 149.81 feet north along the westerly property line adjacent to Mattituck Airport, then runs 147.67 (actual), 146.50 (Deed) feet along the northerly property line back to Marratooka Road. The parcel is developed with a two-story frame dwelling with walk-out basement, concrete walkways, a shed, and a teardrop-shaped driveway, all as shown on the survey prepared by Jason D. Leadingham, Licensed Surveyor, last revised April 3, 2025 BASIS OF APPLICATION: Request for Variances from Article 111, Section 280-15; Article XXIII, Section 280- 124; and the Building Inspector's May 30, 2025 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling and to legalize"as built" accessory shed; at 1) proposed construction is less than the code required minimum rear yard setback of 50 feet; 2) "as built" shed is less than the code required minimum rear yard setback of 10 feet; located at: 960 Marratooka Road, Mattituck,NY. SCTM No. 1000-115-9-8.1. RELIEF REQUESTED: The applicant requests two variances. The first, to construct a two-story addition to the rear(west side)of the dwelling increasing the footprint by approximately 145 square feet and resulting in a rear-yard setback of 25 feet where a minimum of 50 feet is required and to expand the walk-out portion the basement, increasing the footprint by approximately 56 square feet. The second is to legalize an as-built 9.5-foot by 9.8-foot shed with a rear yard setback of 6 feet where a minimum of 10 feet is required. Page 2,September 18,2025 William T. and Erica J. Whitmire SCTM No. 1000-115-9-8.1 ADDITIONAL INFORMATION: The property is covered by the following Certificates of Occupancy: No. Z-1004 dated January 19, 1961 pursuant to Building Permit No. Z-751 for a private one family dwelling; No. Z-10000 dated June 27, 1980 indicating the building conforms substantially to the requirements for a one- family dwelling built prior to April 23, 1957; No. Z-31633 dated June 27, 2006 pursuant to Building Permit No. 32021-Z for a deck addition to an existing single family dwelling; and No. 44107 dated May 17, 2023 pursuant to Building Permit No. 49009 for alterations and additions to existing single family dwelling. The application included a letter from the NYS Department of Environmental Conservation dated April 10, 2025 indicating the proposed project does not require a permit under the NYS Tidal Wetlands Act(the property is located across the road from a marshland finger of Deep Hole Creek which leads to the Peconic Bay). No member of the public spoke for or against the application. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on September 4, 2025 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and'surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law V67-b(3)(b)(1). Grant of the variances and legalization of the "as built" shed will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood is somewhat sparsely developed with one dwelling across Marratooka Road and a few dwellings to the south of similar frame construction and scale. North of the dwelling is an undeveloped wetland and drainage culvert. The dwelling across from Marratooka Road to the east has frontage to the wetlands on its south side. The addition is on the dwelling's west side which faces Mattituck Airport and offers minimal visibility from the street. Further, the shed appears to have been erected by previous owners and to have been in place for many years. The reduced rear-yard setback for both the expansion of the principal dwelling and the `as built' shed will not be noticeable to those using Marratooka Road, especially given the natural hilly terrain and the improvements being located to the rear of the existing structure. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The house exists and expansion on the east side would be both more visible and more difficult due to the yard's slope down'to Marratooka Road. Expansion on the north side would approach an existing retaining wall while expansion on the south side would require excavation due to the property's slope. Further, expansion on the west side appears to be the most practical for living space useability. 3. Town Law V67-b(3)(b)(3). The variances granted herein are mathematically substantial,representing 50%relief from the code for the addition's rear yard setback and 40% relief for the shed's setback. However, the existing dwelling has a non-compliant rear yard setback of 32.1 feet, and the proposed addition reduces that by just 7.1 feet. Both the addition and the shed face Mattituck Airport thereby having minimal impact on the neighborhood and the shed has been in place for a number of years. 4. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. Page 3, September 18,2025 William T. and Erica J. Whitmire SCTM No. 1000-115-9-8.1 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law &267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a modest two-story addition and the continued use of a small existing shed while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Steinbugler, seconded by Member Acampora, and duly carried, to GRANT the variances as applied for, and shown on the Architectural Plans titled "Whitmire Residence" prepared by Scott A. Sepela, R.A., last revised May 18,2025,and the survey prepared by Jason D. Leadingham. Licensed Surveyor, last revised April 3, 2025. SUBJECT TO THE FOLLOWING CONDITIONS: 1. Prior to applying for a building permit for the dwelling additions and alternations the applicant shall provide the Office of the Zoning Board of Appeals with revised signed and sealed architectural plans correcting the labeling of the west elevation and showing the location(s)of dry wells. 2. The applicant must apply to the Building Department for a building permit for the "as built" shed within 90 days of the date of this decision and submit same to the Office of the Zoning Board of Appeals, or submit a written request for an extension to the Board of Appeals setting forth the reason(s) why the applicant was unable to obtain a building permit in the time allotted. 3. The applicant must obtain a Certificate of Occupancy from the Building Department for the "as built" shed and submit same to the Office of the Zoning Board of Appeals within 12 months of this decision or submit a written request for an extension to the Board of Appeals setting forth the reason(s) why the applicant was unable to obtain a Certificate of occupancy in the time allotted. This approval shall not be deemed effective until the required conditions have been met. At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity, provided de minimis relief is requested within one year of the date of this decision. Any time after one year, the Board may require a new application. IMPORTANT LIMITS ON THE APPROVAL(S) GRANTED HEREIN Please Read Carefully Any deviation from the survey,site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings,siteplan and/or survey cited above, such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformities under the zoning code. This I i Page 4, September 18,2025 William T. and Erica J. Whitmire SCTM No. 1000-115-9-8.1 action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses,setbacks and other features as are expressly,addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such Variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one'(1) year terms. IT IS THE.PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN.Failure to comply in a timely-manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals. Vote of the Board: Ayes: Members Planamento(Vice Chair), Acampora, Lehnert, and Steinbugler. (4-0) �� Nlic old Planamento, Vice Chair Appr v for filing / /2025 I n •\ �M: � OC` �� ow voa 7 JO a4-a SYMBOL LEGEND Iij o N WZO; 0 MONUMENT END 0 I.P. /I.B. END I O JO z� I.P. / I.B. SET <_ oy5e SPOT ELEVATIONS `lb y( w o CC)_) UTILITY POLE GUY WIRE * ��g a o oo� UTILITY POLE W/UGHT LANDWAR) LIMITS OF TIDAL WETLANDS, LIGHT POLE FLAGG® BY COLE ENVIRONMENTAL 4 SIGN \ 'S'RVICES ON 10/31/24 1 N 8, y FIRE HYDRANT W vY PVC FENCE (PVC) TAX LOT 13 STOCKADE FENCE (STK) o<w o -X- CHAIN LINK FENCE (CLF) -x- WIRE FENCE \ \ x a i QO MANHOLE x '� 11 j O o'o z "A"-INLET �• 1 "B"-INLET PWF 146.50 (LEED) I \ N In YARD INLET 13.3 S84°49'30"E-- 1 4mJ2 >47.67 (ACTUAL) , 1 w F o YARD INLET 1 M o N Z A/C UNIT 6' CHAIN LINT FEN. _ PVC 1 3 ❑E ELECTRIC METER C ¢ FEN _j_ 1 - © GAS METER FEN �3.5' z z „`�_ 12.0' 11 ` Z o o 2 © WATER METER x STk ¢w --� \ 1 I o o pd GAS VALVE `� ` O 4N 3.5 6' CHAIN U z w �REl. WOOD 1 \ w Q ?z WATER VALVE LINK FEN. io� N t� p $ TEST HOE � � 1 3 d NI�VAL MAP Oz� � _ TREE x �. W 11 V) i o SHRUB y -OH OH OH OH OH (OH --OH --0 OH - 0 1, \ w • BOLLARD w ��� 16.5' , o , .� REVIEWED BY ZBA (n °- �o K F ® WETLAND FLAG � EOC 1 Z �O�i�j �0 0 0 D.C. DEPRESSED CURB _z iV 11 w 3 DECISION# U FE. FENCE J x - g3.4 0 LL DATED: -0 o > ��=w p �o MAS. MASONRY U t o \ U o Q W PLAT. PLATFORM L/1 w a z 'v 5.9 5.7' 2 STORY 9.3'� 1 q o w s m W.W. WINDOW WELL 25,0' z - FRAME l 1 0 \ 0 oi- B/W BAY WINDOW BUILDING 1 1 W j m w W �+ z z C/E CELLAR ENTRANCE F #960 i� EOC 5.9 5.9' O/H OVERHANG W 32 1 N ASPHALTT DRIVEWAY O 1 o? R/0 ROOF OVER x 4 SHD a0 W/ BLOCK CURB 1 1 U) a o CANT. CANTILEVER o 4.3' "25.7' 1 � >o G.O.L. GENERALLY ON LINE r ~ - �� 1 , LANDWARD LIMITS E TIDAL WETLANDS, a=o ® CROSS CUT 9.5' w xW 7 e y�P FLAGGED BY COLE ENVIRONMENTAL C W Q STAKE nt n BRICK CO C. p�H oo a 12 0' z �F� �/ ` SERVICES ON 10/31/24 �J z$ n 1 2' SHED a N aoo 3 v O/L ON LINE (� w x = c� Lzt 1 W R.O.W. RIGHT OF WAY a W o SHp PROPOSED ' Q N g 2. EXTENSION PROPOSED O o W N 145 S.F. BASEMENT EXTENSION O o a w Q V x o 56 S.F. ASPHALT DRIVEWAY W a 3 W/ BLOCK CURB 1 oap� o 7k FSEN ARBOR WOOD RET. x 3.1• EOC WALL ASPHALT DRIVEWAY TI N z 3 W/ BLOCK CURB �\ 3 1 € i \ 3 a& CLF \ mz� 4.9. 1 O Now EOC 1 w o II w 1�W o CC ,7 z2oioi, 0o a Ila C6 mz yo x l to 3; �. 0 2 Q W \ o N Q oa�oa J W U \W 0 C)w voiao TAX LOT 8.1 ; ` z p N < GNKF� .CIO o 11 Q o O O ]�FZa Cs I- oW4x�w C� 11 o O Nwz�o x EOC 11 1 Q L0 N 0 LEI o?a o oz 1 I- _ 1 I U Lijz-w�= CLF 11 1 Q � x oo 0p-om x 4.$' Q 1�i IOWF 203.97 4 z°� 10.2' �2 a' N84o49' 30"W `,` 1 o Z v >_ o Oz�� J- Lv Tgaa 71 SHED co 3 11 1, 0�4 ' S50NE RES. �' 1 o a z N vWiO�Uo zo TAX LOT 9 �` ' O s _ o' 1- v CV ati1:& S'03'�L Worn � ""Wz\ Q -ice wYmQ >o, RECEIVED O 0 Y 0 O=z w Q o- o�� JUN 8 o� Q o > 9�z \ 1 2025 w u) z 1 � W Q 3vr \\\ ZONING AARp QE APPEALS Q Y Ld Qob g ?ooaW O 1 �(� Z 6 S yz 000 \\ NOTE. 1 W U) a W \ ALL LOT COVERAGE LIES WITHIN A 300 FT. OFFSET FROM THE CO o o w. O 5 a - J a UWInO \ WETLAND DELINEATED BY COLE ENVIRONMENTAL SERVICES. �' Q ` 0 Q a w UQU ,nao v' \o�T EXISTING LOT COVERAGE PROPOSED LOT COVERAGE Z1 oow " oo 0o _x \o� LOT AREA LOT AREA GRAPHIC SCALE �� \F� _ _ _ _ _ _ _ _ _ _ _ LOT CLEARING AREA a 0 0 25,890.50 S.F. = 0.59 AC. 25,890.50 S.F. = 0.59 AC. s W o \�Fqr BUILDING = 813.64 BUILDING = 813.64 20 0 10 20 LOT AREA z I \Fp 25,890.50 S.F. = 0.59 AC. o,a \j SHED(S) = 92.62 ADDITIONS = ±201 NOW OR FORMERLY EVELYN AUDION 15,897.02 S.F CLEARED 25,890.50 S.F. o m \tip PATIOS/WALKS = 320.14 SHED(S) = 92.62 61% LOT CLEARED 0.59 AC. z o \ DRIVEWAY = 2,847.37 PATIOS/WALKS = 320.14 z w \\ DRIVEWAY = 2,847.37 ( IN FEET ) - j o \ TOTAL = 4,073.77 S.F. TOTAL = 4,274.77 S.F. 1 inch = 20 ft. 3 04 03 2025 COVERAGE CALCULATIONS MC JTS o W f o W FU\ -2 16% LOT COVERED 16% LOT COVERED 2 02 14 2025 PROPOSED SURVEY MC JTS 1 =w� \\ 1 11 22 2024 UPDATE SURVEY MC JTS 1 �� o 5 ]UQWo U U W F REV DATE DESCRIPTION BY CHK ZVI 3 I ZOZo NYS RESIDENTIAL CODE GENERAL CONDITIONS SITE PLAN CONCRETE WORK (R402-R407) CLIMATIC&GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) 1 ALL CONCRETE WORK SHALL COMPLY WITH THE SPECIFICATIONS AND THE FOLLOWING STANDARDS EXCEPT THIS VIEW IS USED FOR SCHEMATIC SITE DATA GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM( WINTER ICE FLOOD AIR WHERE MORE STRINGENT REQUIREMENTS SHOWN OR SPECIFIED SHALL GOVERN: PURPOSES ONLY AND SHALL NOT BE SNOW DESIGN DESIGN SHIELD HAZARD FREEZING USED FOR CONSTRUCTION. �J� l LOAD SPEED(mph) CAT. WEATHERING FROST TERMITE [DECAY TEMP. REQ'D. INDEX ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" LATEST REVISION. PROPERTY OWNER TYLER&ERICA WHITMIRE --II 1500 OR ACI 302 "GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION" LATEST REVISION. PROPERTY ADDRESS 960 MARRATOOKA RD MATTITUCK,NY �� ARCHITECTURE+ DESIGN,P.C. 45 130 C SEVERE 36" M-H S-M 11 YEES ZONE X I LESS ACI 311 "RECOMMENDED PRACTICE FOR CONCRETE INSPECTION" LATEST REVISION. USE&OCCUPANCY CLASSIFICATION: CONSTRUCTION FAMILY RESIDENTIAL ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" LATEST REVISION. S.C.T.M. NUMBER 1.000-115.00-09.00-008.001 RUCTION CLASSIFICATION TYPE V-e ACI 347 "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK" LATEST REVISION. CURRENT ZONE R-80 TYPICAL CODE REQUIREMENTS: CONCRETE REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD PRACTICE" LATEST REVISION. ALL INTERIOR AND EXTERIOR WALL COVERINGS ARE TO BE INSTALLED IN ACCORDANCE WITH SECTIONS R702.1, R702.3 AND ACI 305, 306 "MIXING AND PLACING OF CONCRETE DURING HOT AND COLD WEATHER" LATEST FLOOD ZONE ZONE X TABLE 702.3.5 AND 703.4 (SEE WANDLOAD SHEETS). REVISION, N 15'4630» E WORK DESCRIPTION RENOVATION TO EXISTING RESIDENCE AND I-ALL NSULATION TO BE INSTALLED AS PER AIJD MEET THE REQUIREMENTS OF SECTION R320. -ALL NTERIOR FINISHES SHALL BE FIRE RATED AS PER SECTION R320. 2. BASEMENT, FOUNDATION, EXTERIOR WALLS & OTHER VERTICAL CONCRETE SHALL HAVE A COMPRESSIVE -�_ REAR AND SIDE EXTENSIONS -AUGN ALL RAFTERS OVER STUDS. STRENGTH OF 3000 PSI ® 28 DAYS. PORCHES, CARPORTS & GARAGE CONCRETE SLABS SHALL HAVE A -ALL WALL FRAMING TO COMPLY WITH R602.10 THROUGH R602.10.10 COMPRESSIVE STRENGTH OF 3500 PSI 028 DAYS. CONCRETE SHALL BE AIR ENTRAINED, TOTAL AIR © MAIN STRUCTURE -ALL NEW WINDOWS & DOORS TO HAVE A MIN. DP RATING OF 30 AS PIER SECTION R301.1.2.1 & TABLE R301.2. CONTENT % BY VOL. OF CONIC. -PROVIDE FOR BLOCKING AS PER SECTION R602.8. ( ) SHALL NOT BE LESS THAN 59� OR MORE THAN 7 V. MATERIALS USED 1-STOR;Y ADDITION REQUIRED PROVIDED -ALL EXTERIOR WALLS TO BE SHEAR WALLS IN ACCORDANCE WITH WFCM 3.4.4.2 AND TABLE 3.17 A&B. TO PROVIDE CONCRETE AND TESTING THEREOF SHALL COMPLY WITH THE APPLICABLE STANDARDS LISTED N -ALL NEW PLUMBING FIXTURES TO BE IN ACCORDANCE WITH SECTION R307 & FIGURE R307.2 IN ACI 318 OR ASTM C 1157. (R402.2) --, LOT AREA 80,000 S.F. 25,891 S.F. (NO CHANGE) 3. ALL WELDED WIRE FABRIC REINFORCEMENT SHALL CONFORM TO ASTM A185, LATEST REVISION. (47 Sf) FRONT YARD 60' '4. ALL FOOTINGS AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL HAVING A MINIMUM BEARING 93.4 (NO CHANGE) LOADS TABLE R301.5 DEFLECTION TABLE R301.7 CAPACITY OF 2000 POUNDS PER SQUARE FOOT IN ANY WAY TO ANY PROPOSED STRUCTURE. IF 2-STOREY ADDITION 749,81 REAR YARD 75' 25'-0" DETERMINEDBE USE DEAD LOAD LIVE LOAD STRUCTURAL MEMBER ALLOWABLE ASSESSED BYB A QUALIFIED SOILS TEST L BORATTHE ARCHITECT, THE ACTUALOORY IL ANDNGEOTECHNICAL ENGINEER.MENT CHARACTERISTICS OWNERLS ALL (95 Sf) SHED SIDE YARD (TOT.) 45' 106'-11" DEFLECTION BEAR THE EXPENSE OF TESTING. p Z SIDE YARD(MIN.) 20' 24'-9" ROOFS 12 PSF 45 PSF RAFTERS HAVING SLOPES GREATER THAN 3/12 STORM WATER PIPING W/ NO FINISHED CEILING ATTACHE TO L/180 I r. T LDG FOOTP '-- T 5,053 S.F. (ALLOWED 1,113 S.F. RAFTERS PROPOSED LOCATION N o UILDING IG 28'-8" 0 CH GE) FLOORS (SLEEPING) 12 PSF 3Q PSF INTERIOR WALLS & PARTITIONS H/180 OF NEWf 4' DEEP Q d' LOT COVERAGE 20% 4% FLOORS (NON-SLEEPING) 12 PSF 40 PSF FLOOR & PLASTERED CEIUNGS L/360 STAIRS 12 PSF 40 PSF ALL OTHER STRUCTURAL MEMBES L/240 I DRYWELIL FOR I SUMMARY BALCONIES (EXTERIOR) AND 10 PSF 40 PSF EXTERIOR WALLS W/ PLASTER OR STUCCO H/360 EXTENSIION 39'-3" EXISTING 1ST FLOOR (+/-)820 S.f. ADDED BASEMENT 56 s.f. DECKS FINISH STRUCTURAL STEEL (BC2203-BC2205) EXISTING 2ND FLOOR (+/-)750 s.f. ADDED 1ST FLOOR 142 s.f. ADDITION UNINHABITABLE ATTIC W/ s PSF zo PSF EXTERIOR WALLS-WIND LOADS* w/ BRITTLE L/240 1. ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS HEREIN INDICATED 1-STOR'Y BASEMENT ADDED 2ND FLOOR 95 s.f. LIMITED STORAGE FINISHES AND IN OCCUR, THEORDANCE WITH THE REQUIREMENTS MORE STRINGENT STANDARD SHALLOF THE APPLY:FOLLOWING STANDARDS. WHERE CONFLICTS EXTENSIION (56 Sf) 25'-2' UNINHABITABLE ATTIC W/O 9 PSF 10 PSF EXTERIOR WALLS-WIND LOADS* W/ FLEXIBLE L/120 STORAGE FINISHES RESIDENTIAL CODE OF NEW YORK STATE NOTE: 56 sf OF DECK TO BE EXISTING W HABITABLE ATTICS & ATTICS 9 PSF 10 PSF LINTELS SUPPORTING MASONRY VENEER WALLS L/600 BUILDING CODE OF NEW YORK STATE PARTIALLY REMOVED TO 2-STORY DRAWING RELEASES: Qz SERVED W/ FIXED STAIRS WOOD FRAME PROPOSED NEW GUARDS & HANDRAILS - 50 PSF *THE WIN® LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS AND STRUCTURES ACCESS EXTENSION. RESTORE Q� UPON COMPLETION. FF #960 SIDE ENTRY >� PASSENGER VEHICLE GARAGE _ TIMES THE COMPONENT & CLADDING LOADS FOR THE SHALL BE IN ACCORDANCE WITH EITHER THE AISC LOAD AND RESISTANCE FACTOR DESIGN ❑ O w 20o LB/LF PURPOSES OF THE DETERMINING DEFLECTION OMITS HEREIN. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (AISC-LRFD), AISC SPECIFICATION FOR NEVER RELEASED GUARD IN-FILL COMPONENTS 50 LB/LF STRUCTURAL STEEL BUILDINGS-ALLOWABLE STRESS DESIGN (AISC-ASD) OR AISC SPECIFICATIONS LL p RAILINGS 200 LBO FOR THE DESIGN OF STEEL HOLLOW STRUCTURAL SECTIONS (AISC-HSS). WHERE REQUIRED, THE 82'-2" PAST RELEASE ® w w SEISMIC DESIGN OF STEEL STRUCTURES SHALL BE IN ACCORDANCE WITH THE ADDITIONAL PROVISIONS OF BC 2212. CURRENT RELEASE W ADDITION ANSI/AWS D1.1 "STRUCTURAL WELDING CODE-STEEL", LATEST REVISION. I",to Ci N 2. ALL FRAMING MEMBERS SHALL BE SHOP FABRICATED FOR BOLTED FIELD ASSEMBLY. FIELD CUTTING OR N N DRILLING, WHEN REQUIRED, SHALL BE CLEARLY NOTED ON THE DRAWINGS. ALL FRAMING MEMBERS SHALL I AS ALT 0 CARRY AN EASILY VISIBLE IDENTIFYING MARK, EITHER STAMPED, STENCILED OR PAINTED. r•- 3 ALL FIELD NG TO ASTM C;l.01 COVER SHEET SPECIFICATIONS A 25 OR CONNECTIONS 0 AS SHOWN ON E DRAWINGS.HALL BE BOLTED. BOLTS SHALL BE THE MACHINE BOLTS SURFACES OIF ALL BOLTED DRIVEWAY CONNECTIONS SHALL BE SMOOTH AND FREE FROM BURRS OR DISTORTIONS. ALL BOLTS SHALL BE ELECTRO-ZINC PLATED. 4. ALL STRUCTURAL STEEL SHALL BE ASTM A-36 (FY = 36 KSI) ST-1.03 AIR SEALANT DETAILS 5. ALL SHOP CONNECTIONS SHALL BE WELDED OR BOLTED. BOLTS TO BE 3/4" AND ASTM A-325 AND MEET AISC SPECIFICATIONS, SECTION 1.16, WELDS TO BE ETOXX AND MEET AISC SPECIFICATIONS, SECTION D1.01 DEMOLITION PLANS 1.17. ALL SPECIFICATIONS TO BE LATEST REVISION. 6. ALL WELDING SHALL BE DONE BY LICENSED WELDERS. 7. ALL STEEL DETAILS SHALL BE DESIGNED TO CONFORM TO ARCHITECTURAL REQUIREMENTS. I -ATDTFM0l­ FLAN 8. ALL STEEL FLITCH PLATES TO BE THROUGH BOLTED WITH 5/8" DIAMETER STEEL BOLTS AT 16" O.C. I STAGGERED. A2.01 SECTIONS A2.02 ELEVATIONS A2.03 ELEVATION A3.01 PYRAMID LAW COMPLIANCE GENERAL CONDITIONS STRUCTURAL LUMBER (R502.R602.R802) 1. ALL DESIGN, FABRICATION AND CONSTRUCTION WORK SHALL BE CONDUCTED IN ACCORDANCE WITH APPUCABLE FEDERAL, 1. ALL FLOORS, WALLS, CEILINGS & ROOFS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH � STATE AND LOCAL CODES AND ORDINANCES; INCLUDING BUT NOT UMIITEED TO THE FOLLOWING THE SPAN TABLES FOUND IN THE RESIDENTIAL CODE OF NEW YORK STATE OR IN ACCORDANCE WITH I CDO � -2020 RESIDENTIAL CODE OF NEW YORK STATE (RCNYS) AF&PA NDS AND ASCE-7. -2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (ECCCNYS) 2. ALL LUMBER SHALL BE DOUGLAS FlR CONSTRUCTION GRADE 2 OR BETTER WITH THE FOLLOWING MINIMUM CD -2020 MECHANICAL CODE OF NEW YORK STATE (MCNYS) STRESS GRADES: y; -2020 FUEL GAS CODE OF NEW YORK STATE FGCNYS -VILLAGE OF MATTIN d- CK BENDING STRESS FB = BASE: 875 ADJ: 1107 PSI � WERE C � -TOWN OF SOUTHOLD SHEAR STRESS FV = 95 PSI s PSI COUNTY MODULUS OF ELASTICITY E- 1.6 X 10 WHERE CONFLICTS ARISE, THE MORE STRINGENT REQUIREMENTS SHAILL APPLY. 02. THE GENERAL CONTRACTOR IS RESPONSIBLE; FOR COORDINATION OF WORK NTH ALL TRADES SO THAT NO CONFLICT OR 3. ALL FRAMING BRACKETS AND ANCHORS SHALL BE 16 GAUGE GALVANIZE STEEL BY SIMPSON OR EQUAL. DEFICIENCY RESULTS TA IN THE COMPLETED WORK. 4. ALL WALL PLATES BEARING ON CONCRETE SHALL BE PRESSURE TREATED PRESERVATIVE (PTP) TIMBER. + 18 3. THE ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION OBSER,VATON AND ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION5. ALL LOAD BEARING DIMENSION LUMBER SHALL BE IDENTIFIED BY A GRADE MARK OR A LUMBER GRADING 4. THEECONTRACTOR ACTIVITIES. SHALL OBTAIN, PRESENT EVIDENCE OF, AND PAY FOR ALL PERMITS NECESSARY TO CONDUCT THE 15O,QO OR INSPECTION AGENCY THAT HAS BEEN APPROVED BY AN ACCREDITATION BODY THAT COMPLIES WITH - �- WORK AND COMPLETE THIS CONTRACT. THE CONTRACTOR SHALL OBTAIN THE BUILDING PERMIT AND CERTIFICATE OF DOC PS 20. O OCCUPANCY AND ALL REQUIRED APPROVAL'). ALL WORK SHALL BE (PERFORMED IN STRICT ACCORDANCE WITH THE - oo REGULATONS AND REQUIREMENTS OF THE VARIOUS CIVIL AGENCIES HAVING JURISDICTION THEREOF. UPON COMPLETION QT OF THE WORK PROVIDED FOR IN THIS CONTRACT, AND BEFORE FINAL, PAYMENT SHALL BE MADE, THE CONTRACTOR d- SHALL FURNISH THE OWNER WITH ANY NECESSARY CERTIFICATES OF OCCUPANCY OR CERTIFICATES OF COMPLIANCE ISSUED BY THESE VARIOUS AGENCIES. P UMBING AND HE TIN, NQ WORK CP2502 & R303.8) �- 5. ALL DIMENSIONS INDICATED ON THE DRAWINGS ARE APPROXIMATE AMID ARE SUBJECT TO REVISION AS PER ACTUAL FIELD 00 CONDITIONS, THE DISCRETION OF THE OWNEIR, AND AS DIRECTED AND)/OR APPROVE BY THE ARCHITECT. 1. PLUMBING - SANITARY, COLD AND HOT WATER, AND ALL OTHER PIPING SHALL CONFORM TO ALL LOCAL, Z �_ 6. THE CONTRACTOR SHALL SECURE CONSTRUCTION SITE IN ACCORDANCE Wins ALL APPLICABLE SAFETY STANDARDS. THE COUNTY & TOWN REQUIREMENTS AND THE REQUIREMENTS OF THE RESIDENTIAL CODE OF THE STATE NEW CONTRACTOR SHALL CONDUCT ALL WORK TO PRECLUDE THE EFFECTS, OF WEATHER ON COMPLETED WORK, OR WORK IN YORK. PROGRESS' 2. THE USE OF LEAD SOLDER IN PIPING JOINTS IS STRICTLY PROHIBITED UNDER LAW. s 05 52 0 R A D 7. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY AND EXPENSE OF TEMPORARY ENCLOSURES WHERE NECESSARY 3. ALL HYDRONIC HEATING SUPPLY AND HOT WATER PIPES SHALL BE INSULATED. A OR WHERE CALLED FOR IN THE DRAWINGS. ` O ISSUES REVISIONS EP TO THE 4. HEATING SYSTEM SHALL BE EXISTING To REMAIN. CONTRACTOR TO MODIFY AS REQUIRED TO BE SUITABLE B. ITEMS SUSTAINING DAMAGE DURING THE CONSTRUCTION PERIOD SHALLL BE REPAIRED AND/OR REPLACED SATISFACTION OF THE OWNER AND TO THE APPROVAL OF THE ARCHITECT, AT THE CONTRACTOR'S EXPENSE COMFORT HEATING IN ACCORDANCE WITH THE REQUIREMENTS OF THE ENERGY CONSERVATION R R A 9. THE CONTRACTOR SHALL CONDUCT ALL WORK IN SUCH A MANNER SO AS TO NOT IMPAIR THE STRUCTURAL INTEGRITY CONSTRUCTION CODE OF NEW YORK STATE. DESCRIPTION DATE No. OR STABIUTY OF ADJACENT STRUCTURES, EQUIPMENT. OR UTILITIES. SHOULD DAMAGE OCCUR AS A RESULT OF THE 5. THE PLUMBING CONTRACTOR SHALL OBTAIN ALL PERMITS & PAY ALL FEES REQUIRED FOR HIS WORK. ISSUED FOR FILING Lz/8/aoz4 oT WORK, THE CONTRACTOR SHALL REPAIR OR REPLACE SAID DAMAGED ITEMS. THE CONTRACTOR SHALL BEAR ANY AND ALL COSTS ASSOCIATED WITH WORK DISCONTINUATION, MATERIALS TESTING, REPAIR AND ALL MISCELLANEOUS RELATED ITEMS. REVISED PER TOWN 9/24/2025 oa 10. THE TERM "OWNER" SHALL REFER TO THE LEGAL OWNER OF THE PROPERTY AND PREMISE AND ITS AGENTS OR ELECTRICAL WORK E33011 REPRESENTATIVES. 11. THE CONTRACTOR'S AGREEMENT TO ENTER INTO THE WORK SHALL SUFFICE AS THE CONTRACTOR'S ACCEPTANCE OF THE TERMS SPECIFIED HEREIN, AND SHALL BE INCORPORATED INTO ANY AND ALL AGREEMENT'S BETWEEN OWNER AND 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RESIDENTIAL CODE OF NEW YORK CONTRACTOR. STATE, THE NATIONAL ELECTRIC CODE, THE LOCAL POWER CO. AND ALL APPLICABLE LOCAL SURVEY BY SCALY C E LAND SURVEYING 12. THE CONTRACTOR SHALL DETERMINE AND/OR VERIFY THE ACTUAL LOK;ATION OF ANY AND ALL UTILITIES, ALL SUPPLY, REGULATIONS. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY ALL FEES REQUIRED FOR HIS (SLIP, NY WASTE AND HEATING PIPING AND RELATED ITEMS PRIOR TO COMMENCEMENT OF WORK. ALL COSTS INCURRED SHALL BE WORK. THE CONTRACTOR SHALL HAVE THE INSTALLATION INSPECTED AND APPROVED BY AN INSPECTION THE RESPONSIBIUCONTRACTOR A THE CONTRACTOR. AGENCY OF THE FIRE UNDERWRITERS ASSOCIATION AND SUBMIT A CERTIFICATE OF FINAL APPROVAL BY PERFORMED: 03/08/2024 13. THE CONTRACTOR SHALL, AT ALL TIMES, PROVIDE CONVENIENT ACCESS AND SAFE AND PROPER FACIUIES FOR THE THE INSPECTION AGENCY UPON COMPLETION. INSPECTION OF ALL PARTS OF THE WORK. 2. SMOKE DETECTORS SHALL BE FURNISHED AND INSTALLED AS INDICATED ON DRAWINGS AND IN 14. ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TIME TO BE DEFECTIVE OR SUBSTANDARD SHALL BE REMEDIED AT ACCORDANCE WITH APPLICABLE FIRE SAFETY AND ELECTRICAL CODES. ONCE, REGARDLESS OF PREVIOUS INSPECTIONS. 3. ALL ELECTRICAL FIXTURES, SWITCHES AND ACCESSORIES SHALL BE SELECTED BY THE OWNER ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY GREENTREE 15. ALL MATERIAL AND ITEMS INDICATED ON THE CONTRACT DRAWINGS, DIRECT[ IN THE ARCHITECT AND AS PER SITE 1 PROPOSED PLOT (PLAN ARCHITECTURE AND DESIGN (HEREIN KNOWN AS THE AR04T CI AREAN�ECT TO THIS CONDITIONS DEMAND, SHALL BE DISPOSED OF PROPERLY IN APPROVYED CONTAINER OUT OF THE PATH OF THE PROPERTY of THE ARCHITECT. THEY ARE To BE USED ONCE CONSTRUCTION AND AWAY FROM THE PUBLIC, OUT OF THE PATH OF CONSTRUCTION AND AWAY FROM PUBLIC AND PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT. SUBMISSION OR VEHICLE TRAFFIC, AND TO BE CARTED TO APPROVE LAND FILL SITE BY LICENSED CARTERS. ER DISTRIBUTION TO MEET OFFICIAL REGULATORY REOUIREMENTS OR FOR OTH PURPOSES IN 16. ALL NEW WINDOWS AND SKYLIGHTS TO BE MANUFACTURED BY ANDERlSEN CORP., BAYPORT, MN. OR EQUAL . ALL CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION C1 Ai SCALE: 1" = ZO�-O" OF THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS. WINDOW TYPES AND SIZES SHALL BE AS INDICATED ON THE CONTRACT DRAWINGS. WINDOW GLAZING SHALL BE HIGH WINDOW HURRICANE WIND LOAD REQUIREMENTS PERFORMANCE OR "E" TYPE GLAZING. FUR141SH FIBERGLASS INSECT ;SCREENS WITH ALL NEW WINDOWS, 17. THE CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS OF THE SITE PRIOR TO STARING OF WORK AND HE ALL WINDOWS & DOORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. Proposed Addition to Residence SHALL FAMILIARIZE HIMSELF WITH THE INTENT THESE PLANS AND I MAKE WORK AGREE WITH SAME. 18. IF IN THE COURSE OF CONSTRUCTION, A CONDITION EXISTS WFRICH DISSAGREES WITH THAT AS INDICATE ON THESE VERIFY ALL DIMENSIONS AND INSTALLATION SPECIFICATIONS. PLANS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHIITECT. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE TO WORK, HE SHALL ASSUME ALL RESPOWSIBILITY AND UABIUTY ARISING THEREFROM. ALL GLAZING TO BE LOW-E, INSULATED, AND IMPACT RESISTANT GLAZING. 19. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY FROM HOWSE AND BLEND INTO EXISTING. 2 . NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED [DIMENSIONS. WINDOWS THAT DO NOT MEET HURRICANE WIND LOADS AND SPECIFICATIONS SHALL HAVE WINDBORNE Whitmire Residence OR IT TO EX. IT IS THE INTENT OF THESE DRAWINGS TO EXPLAIN THE REQUIREMENITS OF THE PROPOSE CONSTRUCTION. HOWEVER, DEBRIS PROTECTION: FIELD CONDITIONS MAY ARISE DURING CONSTRUCTION THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED. PROVIDE " PLYWOOD SHEETS, CUT TO SIZE, LABELED & NUMBERED FOR EACH WINDOW FRAME, W 22.FIRE BLOCKING TO BE INSTALLED TO MEET EXCEED ALL REQUIREMNEEN1T OF THE 2020 RCNYS, AND THE AMERICAN ' / FOREST & PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL. (WFCM FOR ONE AND TWO FAMILY DWELLINGS, PREDRILLED SCREW HOLES ® PRESCRIBED SPACING FOR EACH SHEET. 2011) 96o Marratooka Road 23.ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH TIE NAIUNG SCIHEDULE OF THE AMERICAN & PAPER ASSOCIATION " THESE SHEETS SHALL BE STORED IN AN ORDERLY FASHION ON SITE AT ALL TIMES. PROVIDE ALL Mattituck, NY WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS, 2011. SCREWS FOR EMERGENCY INSTALLATION IN CASE OF A HURRICANE 23.1. SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM 23.2. SHEATHING TO EQUALLY SPAN 2ND FLOOR AND AT71C TOP PLATES 23.3. SHEATHING TO BE NAILED TO TOP PLATE 24.ALL FRAMING HARDWARE SHOWN ON THESE PLANS, UNLESS OTHERWISE INDICATED, IS SIMPSON STORNG-TIE. NO FIRE BLOCKING GREENTREE SUBSTITUTIONS ARE APPROVED OR AUTHORIZE 25.DUE TO THE RELATIONSHIPS OF FRAMING HARDWARE TO THE OTHER (COMPONENTS OF THE STRUCTURE, ANY FRAMING FIRE BLOCKING TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENT OF THE 2020 RCNYS, ARCHITECTURE FT DESIGN HARDWARE SUBSTITUTIONS WALL RENDER THEE PLANS NULL & VOID, AND WILL RESULT IN THE INSTALLER/ CONTRACTOR AND THE AMERICAN FOREST & PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL (WFCM ASSUMING RESPONSIBILITY OF THE DESIGN AND PERFORMANCE OF THE ENTIRE SYSTEM. FOR ONE AND TWO FAMILY DWEWNGS, 2011) SHEATHING NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN & PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY ig GREENTREE DRIVE E S OAKDALE,NY 11769 SHEATHING TO G TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES TEL:(516)848-7439 SHEATHING TO BE NAILED TO TOP PLATE EMAIL:greentreead@gmail.com ALL FRAMING HARDWARE SHOWN ON THESE PLANS, UNLESS OTHERWISE INDICATED, IS SIMPSON STORNG-TIE. NO SUBSTITUTIONS ARE APPROVED OR AUTHORIZED ABBREVIATIONS&SYMBOLS DUE T T THE RELATIONSHIPS OF FRAMING HARDWARE TO THE OTHER COMPONENTS OF THE UNAUTHORIZED ALTERATION OF ANY ITEM ON HIS DOCUMENT IS A VIOLATION OF NEW YORK STRUCTURE, ANY FRAMING HARDWARE SUBSTITUTIONS WILL RENDER THESE PLANS NULL & VOID, FINAL MAP STATE LAW.ALUMINUM ALUM SIMIK SK AND WILL RESULT IN THE INSTALLER/ CONTRACTOR ASSUMING RESPONSIBILITY OF THE DESIGN BEARING BRNG TRREAD T AND PERFORMANCE OF THE ENTIRE SYSTEM. C REVIEWED BY Z BA JOB N0. CEILING JOIST CJ TYYPICAL TYP CEILING CLNG UMILESS OTHERWISE NOTED LION CLEAN OUT / CASE OPENING CO VEERIFY INFIELD VIF CONTINUCOLLAR TIES cT T WATER HEATER WH DECISION# 'bd -7 2024820 lRED AR CONCRETE MASONRY UNIT CMU WELDED HARE MESH wWM C C DRYER n�R DIA DATED: 1 I �ao�� DATE A. 12 DECK JOIST DJ n DOWTIC DISH WASHERDW D14 ®- .8.24 D WAALL TAG FRESHEFRESHAIR INTAKE FAI # SHEET , FINISHED FLOOR ET' DRAWN BY FLOOR JOIST FJi ® DC)OR TAG FIRE RATE FR Ilk SECTION SR GALVANIZEDGALV O WINDOW TAG ,9 0 GYPSUM WALL BOARD GWB J` 031601 y HEIGHT HT REE SCALE �DFF � VISION ® DETAIL AS NOTED LAMINATED VENEER LUMBER LVL MANUFACTURE MF'G'D NOT TO SCALE NIS ON CENTER O.C. POURED CONCRETE PC PRESSURE TREATED PRESERVATIVE PIP RISER R DRAWING TITLE DWG No. ROOF DRAIN RD REFRIGERATOR REF COVER ROOF RAFTER RR OF HEAOLKLTH COUNTY DEPARTMENT -�• O� OF HEALTH SERVICES SCDHS SHOWER SH SHEET 4 TABLE 3.26 BOTTOM PLATE TO FOUNDATION CONNECTION (ANCHOR BOLT) RESISTING LATERAL & TABLE 3.4A RAFTER &/OR CEILING JOIST TO TOP PLATE LATERAL &SHEAR TABLE 3.9A RAFTER/CEILING JOIST HEEL JOINT CONNECTION TABLE 3.11 WALL SHEATHING &CLADDING ATTACHMENT REQUIREMENTS SHEAR LOADS FROM WIND-EXPOSURE B CONNECTION REQUIREMENTS REQUIREMENTS FOR 30 psf. GROUND SNOW LOAD FOR WIND LOADS (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.2) (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.4) ROOF SPAN (FT.) 12 1 24 1 36 12 1 24 1 36 ARCHITECTURE+DESIGN, P.C. REQUIRED NUMBER OF 16d THREE SECOND GUST WIND SPEED (MPH.) 110 120 130 140 THREE SECOND GUST WIND SPEED (MPH.) 110 120 130 140 REQUIRED CAPACITY HEEL BRUNSWBCK COUNTY IS IN 130 MPH FOR BASIC WAND i/2' ANCHOR BOLTS 5/8" ANCHOR BOLTS ROCI•SLOPE RAFTER SPACING (IN.) COMMON OLN PER HEEL JOINT CONNECTION (LBS.) DESIGN PER FIGURE R301.2(4)- EAST OF HIGHWAY 17 STRUCTURAL SHEATHING RAFTER/CEILING JOIST WALL HEIGHT (FT.) NUMBER OF 8d COMMON NAILS 10d BOX 12 6 11 17 582 1164 1746 E F E F E F E F THREE SECOND GUST WIND SPEED (MPH.) 110 12 1130 140 110 120 130 140 SPACING (IN.) NAILS (TOE-NAILED) REQUIRED IN EACH 3.12 16 8 15 22 776 1552 2328 STUD SPACING MAXIMUM NAIL SPACING FOR 8d COMMON RAFTER AND/OR CEILING JOIST TO TOP 24 11 22 33 1164 2328 3492 SHEATHING LOCATION (IN. OC) NAILS IN BOTTOM PLATE TO FOUNDATION ANCHOR BOLT FOUNDATION MINIMUM ANCHOR BOLT MINIMUM ANCHOR BOLT PLATE CONNECTION ( �) CONNECTION RESISTING SUPPORTING SPACING (IN.) SPACING (IN.) 12 5 9 13 437 873 1310 12 6 12 6 12 6 12 6 12 8 2 3 3 3 4:12 16 6 11 17 582 1164 1746 INTERIOR ZONE 16 6 12 6 12 6 12 6 12 12 10 2 3 3 3 24 9 17 25 873 1746 2619 24 6 12 6 12 6 12 6 12 LATERAL AND SHEAR LOADS 1-3 STORIES 30 45 8 3 3 4 4 12 4 7 10 349 698 1048 12 6 12 6 12 6 12 6 12 16 10 3 3 4 4 5:12 16 5 9 16 466 931 1397 4' PERIMITER EDGE ZONE 16 6 12 6 12 6 12 6 12 8 4 5 5 5 24 7 14 20 698 1397 2095 24 6 12 6 12 6 12 6 12 (1) WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL., AND SHEAR LOADS, THE MAX. ANCHOR BOLT SPACING SHALL NOT 24 10 4 5 5 1 6 12 3 5 8 249 499 TF8 BOARD SHEATHING OR LAP SIDING EXCEED THE LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS (TABLE 3.2C) OR LATERAL AND SHEAR LOADS (TABLE 3.2B). 7:12 16 4 7 10 333 665 998 (2)1 TABULATED ANCHOR BOLT SPACING FOR LATERAL AND SHEAR LOADS ASSUME WALLS ARE SHEATHED IN ACCORDANCE WITH (1) TABULATED CONNECTIONS REQUIREMENTS ASSUME A BUILDING LOCATED IN EXPOSURE B 24 5 10 15 499 998 1497 SHEATHING SIZE STUD SPACING (IN. OC) MAXIMUM NUMBER OF 8d COMMON NAILS SECTION 3.4.4.2 ANCHOR BOLT SHALL NOT EXCEED 6 FEET ON CENTER SPACING 12 3 4 6 194 388 582 PER SUPPORT (2) WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOE-NAILS IN THE 9:12 lx6 OR 1x8 SHEATHING 12 - 24 2 2 2 2 88 24 4 8 11 3 776 (3)1 FOR THREE SECOND GUST WIND SPEED GREATER THAN 110 MPH, WITH A TABULATED LATERAL VALUE FROM TABLE 3.5 GREATER RAFTER AND CEILING JOISTS SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED. 16 3 5 8 388 776 1164 1x10 OR LARGER 12 - 24 3 3 3 3 776 THAN 262 PLF, LATERAL CONNECTIONS SHALL BE DETERMINED USING THE LOADS FROM TABLE 3.5. (3) TO AVOID SPLITTING, NO MORE THAN 2 TOE-NAILS SHALL BE INSTALLED IN EACH SIDE OF A RAFTER 12 3 3 5 146 291 437 E - NAIL SPACING AT PANEL EDGES (IN.) OR CEILING JOIST WHEN FASTENED TO A 2x4 TOP PLATE OR 3 TOE-NAILS IN EACH SIDE WHEN FASTENED '1112 16 3 4 6 194 388 582 TO A 2x6 TOP PLATE 24 3 1 6 9 291 582 873 F - NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.) (1) FOR WALL SHEATHING WITHIN 4 FEET OF CORNERS, THE 4 FOOT EDGE ZONE ATTACHMENT (1) MAILING REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED 25%IF NAILS ARE CLINCIHED. REQUIREMENTS SHALL BE USED (2) HHEEL JOINT CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE IS SUPPORTED BY A LOADBEARING (2) TABULATED 12' OC NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING MEMBERS WIT TABLE 3.2C SILL OR BOTTOM PLATE TO FOUNDATION CONNECTION (ANCHOR BOLT) WALL (OR RIDGE BEAM. GZ0.49 FOR FRAMING MEMBERS WITH 0.42 GS0.49 THE NAIL SPACING SHALL BE REDUCED TO 6' OC RESISTING UPLIFT LOADS FROM WIND- EXPOSURE B TABLE 3.4B UPLIFT STRAP CONNECTION REQUIREMENTS (3) WHHEN INTERMEDIATE SUPPORT OF THE RAFTER IS PROVIDED BY VERTICAL STRUTS OR PURLINS TO A (3) FOR EXTERIOR PANEL SIDING, GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED LOADBBEARING WALL THE TABULATED HEEL JOINT CONNECTION REQUIREMENT'S SHALL BE PERMITTED TO BE FOR COMMON NAILS (PRESCRIPTIVE ALTERNATIVE TO TABLE 12) (ROOF-TO-WALL, WALL-TO-WALL, AND WALL-TO-FOUNDATION) REDUCCEU PROPORTIONATELY TO THE REDUCTION IN SPAN. 8' END ZONES INTERIOR ZONES THREE SECOND GUST WIND SPEED (MPH.) 110 120 1 130 1 140 (4) EEQUIVALENT NAILING PATTERNS ARE REQUIRED FOR CEILING JOIST TO CEILING JOIST LAP SPICES. THREE SECOND GUST WIND SPEED (MPH.) 110 120 130 140 110 120 130 140 FRAMING SPACING ROOF SPAN (FT.) NNAILS INUMBER �EACH CEND OF OMMON 11---1/4'' 20 AILS OR GAGER �LIN(G AA�BLY�- JOINT CONNECTION REQUIREMENTS DO NOT INCLUDE THE ADDITIONAL WEIGHT OF THE STRAP (6) TAABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUMES CEILING JOIST OR RAFTER TIES ARE TABLE 3.10 ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR BO1TfOM PLATE TO FOUNDATION ANCHOR BOLT FOUNDATION MINIMUM ANCHOR BOLT MINIMUM ANCHOR BOLT 12 2 2 2 2 LOCATfED AT THE BOTTOM OF THE ATTIC SPACE WHEN CEILING JOIST OR RAFTER TIES LOCATED HIGHER IN CONNECTION RESISTING SUPPORTING SPACING (IN.) SPACING (IN.) 16 2 2 3 2 THE AITTIC SPACE, NO ATTIC STORAGE IS ASSUMED AND THE TABULATED HEEL JOINT CONNECTION WIND LOADS REQUIRREMENTS SHALL BE INCREASED BY THE FOLLOWING FACTORS: 20 2 2 2 2 THREE SECOND GUST WIND SPEED (MPH.) 110 120 130 140 ' 24 2 3 3 3 STRUCTURAL SHEATHING 1-3 STORIES 39 33 25 23 45 38 33 30 12 UPLIFT LOADS 28 2 1 3 4 3 CEILING HEIGHT/ROOF RIDGE HEIGHT HEEL JOINT CONNECTION ADJUSTMENT FACTORS 32 3 3 4 3 E F E F E F E F 1 / 2 2.00RAFTER/TRUSS MAXIMUM NAIL SPACING FOR 8d COMMON (1)� WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAX. ANCHOR BOLT SPACING SHAH NOT 36 3 3 4 3 1 / 3 1.5050 SHEATHING LOCATION SPACING (IN. OC) NAILS (IN. OC) EXCEED THE LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS (TABLE 3.2C) OR LATERAL AND SHEAR LOADS (TABLE 3.2B). 12 2 2 3 2 1 / 4 1.33 16 2 3 3 3 12 6 12 1 6 1 12 6 12 6 12 20 2 3 4 3 1 / 6 1.20 INTERIOR ZONE 16 6 12 6 1 12 6 12 6 12 16" 24 3 3 4 3 1 / 10 1.11 19.2 6 12 6 1 12 6 12 6 12 28 3 4 5 4 24 6 12 6 12 6 12 6 12 32 3 4 5 4 12 6 12 6 12 6 12 6 12 NAILING SCHEDULE- WFCM PAGE 139-TABLE 3.1 PERSCRIPTIVE DESIGN 36 4 4 s f 4 4' PERIMITER EDGE ZONE 16 6 12 6 6 6 12 6 6 THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS. 12 3 3 4 5 19.2 6 6 6 6 6 6 6 6 ROOF /CEILING FRAMING 16 3 4 5 5 24 6 6 6 6 6 6 6 6 JOINT DESCRIPTTION NUMBER OF NAILS NUMBER OF BOX NAILS NAIL SPACING 20 3 4 5 6 TABLE 3.6A RIDGE TENSION STRAP / RIDGE CONNECTION REQUIREMENTS GABLE ENDWALL RAKE AND RAKE TRUSS 6 6 1 4 1 4 6 6 1 4 4 RAFTER TO TOP PLATE: (TOE-NAILED) (SEE TABLE 3.4A) 3 - 8d 3 - 10d PER RAFTER 24• 24 4 5 6 7 FOR WIND - EXPOSURE B BOARD SHEATHING CEILING JOIST TO TOP PLATE (TOE-NAILED) (SEE TABLE 3.4A) 3 - 8d 3 - 10d PER JOIST 28 4 5 7 8 SHEATHING SZE RAFTER/TRUSS MAXIMUM NUMBER OF 8d COMMON NAILS CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) (SEE TABLE 3.9A) 2 - 16d 2 - 16d PER LAP 32 5 6 7 g THREE:SECOND GUST WIND SPEED (MPH.) 110 120 130 140 110 120 130 140 SPACING (IN. OC) PER SUPPORT CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) (SEE TABLE 3.9A) 3 - 8d 3 - 16d PER LAP 36 8 - MULN OF bd COMMON NAILS OR 10d 99- lx6 OR 1x8 SHEATHING 12 - 19.2 2 2 2 2 COLLAR TIE M RAFTER (FACE-NAILED) (SEE TABLE 3.6A) 3 - 8d 3 - 10d PER TIE ROOF PITfCH ROOF SPAN (FT) NAILS IN EACH END OF 1-t/4' STRAP REQUIRED CAPACITY 1x1O OR LARGER 12 - 19.2 3 3 3 BLOCKING TO RAPIER (TOE-NAILED) 2 - 8d 2 - tOd EACH END () 3 1 TABULATED UPLIFT CONNECTIONS REQUIREMENTS ASSUME A BUILDING LOCATED IN EXPOSURE B 12 3 4 5 6 RIDGE CONNECTION 12 2 2 2 3 176 484 394 484 RIM BOARD TO RAFTER (END-NAILED) 2 - 16d 2 - 16d EACH END (2) TABULATED UPLIFT CONNECTIONS REQUIREMENTS ASSUME A ROOF AND CEILING ASSEMBLY DEAD 16 2 3 3 4 235 645 525 645 E - NAIL SPACING AT PANEL EDGES (IN.) WALL FRAMING LOAD OF 9 PSF (0.60xl5PSF=9PSF). IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE CEILING 20 3 4 4 4 294 807 657 807 F - NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.) JOINT DESCRIPTTION NUMBER OF NAILS NUMBER OF BOX NAILS NAIL SPACING ASSEMBLY IS NOT CONNECTED TO THE ROOF ASSEMBLY, THE TABULATED NUMBER OF NAILS SHALL BE 3:12 24 3 4 4 5 353 968 788 968 TOP PLATE TO TOP PLATE (FACE NAILED) 2 - 16d (1) 2 - 16d (1) PER FOOT INCREASED BY 1 NAIL AT EACH END OF THE STRAP. (1) FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON 28 4 5 5 6 412 1129 919 1129 EACH SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL TOP PLATES AT INTE R:3ECTION (FACE NAILED) 4 - 16d 5 - 16d JOISTS - EACH SIDE (3) MINIMUM ASTM A653 GRADE 33 STEEL STRAP 32 4 5 5 7 471 1291 1050 1291 BE USED STUD TO STUD (FACE NAILED) 2 - 16d 2 - 16d 24" O.C. 36 5 6 6 7 529 1452 1182 1452 ISSUES / REVISIONS 12 2 2 2 2 312 382 312 382 (2) TABULATED 12 OC SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/MUSS FRAMING MEMBER HEADER BOTTOM HEADER (FACE NAILED) - - 16" O.C. ALONG EDGES WITH GZ(1.49 FOR FRAMING MEMBERS WITH 0.42 GO.49, THE NAIL SPACING SHALL BE REDUCED TO 6' DESCRIPTION DATE No. TOP OR BOTTOM PLAID TO STUD (END-NAILED) (SEE TABLE 3.5A) 2 - 16d 2 - 40d 1 PER STUD TD PLATE, 16 2 2 2 2 416 510 416 510 OC BOTTOM PLATES TO FLOOR JOISTS, BANDJOIST, IENDJOIST, 10' WALL HEIGHT MAX ISSUED FOR FILING T_2/8/20a4 01 OR BLOCKING (FACE NAILED) 2 - 16d (1,2) 2 - 16d (1,2) 20 2 3 2 3 520 637 520 637 PER FOOT 4:12 24 3 3 3 3 623 765 623 765 (3) TABULATED 6' OC SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/MUSS FRAMING MEMBER FLOOR FRAMING 28 3 4 3 4 727 892 727 892 WITH G9.49 FOR FRAMING MEMBERS WITH 0.42 GSO.49, THE NAIL SPACING SHALL BE REDUCED TO 4' JOINT DESCRIPmON NUMBER OF NAILS NUMBER OF BOX NAILS NAIL SPACING TABLE 3.5A TOP & BOTTOM PLATE TO STUD LATERAL JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAIILED) 4 - 8d 4 - 10d PER JOIST CONNECTIONS FOR WIND LOADS-EXPOSURE B 32 4 4 4 4 831 1147 831 1 OC 36 4 5 4 5 935 1147 935 1147147 (4) TABULATED 4' OC SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBER BRIDGING AND/OR BLOCKING TO JOIST (TOE NAILED) 2 - 8d 2 - 16d EACH END WITH G9.49 FOR FRAMING MEMBERS WITH 0.42 GS0.49, THE NAIL SPACING SHALL BE REDUCED TO 3' BLOCKING TO JOIST (TDE NAILED) 2 - Bd 2 - 10d EACH END THREE SECOND GUST WIND SPEED (MPH.) 110 120 130 140 12 1 2 1 2 240 295 240 295 0 393 BLOCKING TO SILL OR TOP PLATE (TOE NAILED) 3 - 16d 4 - 16d EACH BLOCK 16 2 2 2 2 400 393 40 REQUIRED NUMBER OF 16d COMMON 20 2 2 2 2 400 491 400 491 LEDGER STRIP TO BEA10 (FACE-NAILED) 3 - 16d 4 - 16d EACH JOIST FRAMING SPACING ROOF SPAN (FT.) NAILS OR 40d BOX NAILS PER 5:12 24 2 3 2 3 480 589 480 589 ALL ORMNNO'S, SP DESIGN (ROM AND COPIES 11iFREOF J�ARE BY ORE REMAIN JOIST ON LEDGER TO BEAM (TOE-NAILED) 3 - Sd 3 - tOd PER JOIST STUD TO PLATE CONNECTION ARgTITECIURE AND oE�aN (H�n+KNOWN AS THE ARCMTECT) ARE AND sTAu rtEe,,uN 28 3 3 3 3 560 688 560 688 TOP PLATE SPLICE REQUIREMENTS THE PROPERTYI OF 7W ARgMTECT. THEY ARE TO BE USED ONLY TMTH RESPECT TO US BAND/RIM JOIST TO JOIST (END-NAILED) 3 - 16d 4 - 16d PER JOIST PROJECT AND ARE NOT TO BE USED ON ANY OTM PROJECT. SUBMISSION OR 8 2 2 2 2 32 3 4 3 4 640 786 s4o 786 ONE STORY - SLAB ON GRADE d BON EDP MEET CMCIAL REWL^TCR REQUIREMENTS OR FOR On ER PURPOSES INCONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DrRODARON BAND IM JOIST TO SILL OR TOP PLATE (TOE-NAALLED) 2 - 16d (1) 3 - 16d PER FOOT 10 2 2 2 2 36 3 4 3 4 720 884 720 884 (REFER TO TABLE 3.21 OF THE WOOD FRAME CONSTRUCTION OF TME ARMTIECiS COMMON LAW COPYRIGHT OR DINER RESERVED RMTS, JOINT DESCRIPTIION NUMBER OF NAILS NUMBER OF BOX NAILS NAIL SPACING MANUAL 2001 sec HIGH 1WND EDlnaa ROOF SHEATHING 12 2 2 2 2 12 1 2 1 2 216 264 216 264 ) STRUCTURAL PANELS ;D/4 CDX PLYWOOD 8d tOd (SEE TABLE 3.10) 12" 14 2 2 2 2 16 2 2 2 2 287 352 287 352 BUILDING DIMENSION (FT) MINIMUM SPLICE LE P NGHT(F f) Pro poised Addition to Residence DIAGONAL BOARD SHEATHING 1"X6' OR 1"X8' 2 - 8d 2 - tOd PER SUPPORT 16 2 2 2 2 20 2 2 2 2 359 440 359 440 12 318 2 2 2 3 6:12 24 2 3 2 3 431 528 431 528 DIAGONAL BOARD SHEATHING 1"X10" OR WdDEIR 3 - 8d 3 - 10d PER SUPPORT 16 4 20 2 2 3 3 28 2 3 2 3 5 616 5 616 Whitmire Residence CEILING SHEATHING 8 2 2 2 2 32 3 3 3 3 575 75 704 575 75 704 20 5 JOINT DESCRIP111ON NUMBER OF NAILS NUMBER OF BOX NAILS NAIL SPACING 10 2 2 2 2 36 3 4 3 4 647 792 647 792 24 6 96o M[arratooka Road GYPSUM WALL BOARD 5d COOLERS (3) 5d COOLERS 7' EDGE / 10" FIELD 12 2 2 2 3 12 t 1 1 1 201 245 201 245 28 7 WALL SHEATHING 16 14 2 2 3 3 16 2 2 2 2 267 327 267 327 32 6 Mattittuck, NY JOINT DESCRIPTIION NUMBER OF NAILS NUMBER OF BOX NAILS NAIL SPACING 16 2 2 3 3 20 2 2 2 2 334 409 334 409 36 9 STRUCTURAL PANELS 5/8 CDX PLYWOOD 8d 10d (SEE TABLE 3.11) 18 2 3 3 4 7:12 - 12112 24 2 2 2 2 401 490 401 490 40 11 GREENTREE GYPSUM WALL BOARD 5d COOLERS 5d COOLERS 7' EDGE / 10' FIELD " 2 535 535 �20 2 3 3 28 2 3 2 3 572 572 ARCHITECTURE &DESIGN DIAGONAL BOARD SHEATHING 1 X6 OR 1 X8 2 - 8d 2 - tOd PER SUPPORT g 2 2 2 2 32 3 3 3 3 535 654 535 654 13 DIAGONAL BOARD SHEATHING 1"X10" OR WIDER 3 - 8d 3 - 10d PER SUPPORT 10 2 3 2 3 36 3 3 3 3 602 736 602 736 60 16 FLOOR SHEATHING 12 2 3 2 3 70 19 JOINT DESCRIPTION NUMBER OF NAILS NUMBER OF BOX NAILS NAIL SPACING 24' 12 3 3 3 3 80 22 STRUCTURAL PANELS 3/4' CDX PLYWOOD 1" OR LESS 8d 10d 6" EDGE / 12' FIELD 16 3 4 3 4 (1) TABULATEED CONNECTION REQUIREMENTS ARE BASED ON TOTAL UPLIFT MINUS .6 OF ROOF ASSEMBLY DEAD LOAD (.6 x 10 PSt) i9 GREENTREE DRIVE STRUCTURAL PANELS GREATER THAN 1' 10d 16d 6' EDGE j 6" FIELD OAKDALE,NY 11769 10d18 3 4 3 4 (2) WHEN THEE TABULATED NUMBER OF NAILS REQUIRED IN EACH END OF THE STRAP IS EQUAL TO 1 AND THE FRAMING IS ATTACHED IN TOP PLATE SPLICE REQUIREMENTS TEL:(516)848-7439 DIAGONAL BOARD SHEATHING 1"XlC OR 1 WIDER 2 - 8d 2 - 10d PER SUPPORT Y0 4 4 4 4 ACCORDANCE 1W1TH TABLE 3.1 THE RIDGE STRAP AND ADDITIONAL NAILING IS NOT REQUIRED. EMAIL: greentreead@gmail.com DIAGONAL BOARD SHEpITHING 1`X10' OR Wa1DEIR 3 - 8d 3 - tOd PER SUPPORT TWO STORY (3) WHEN A !COLLAR TIE IS USED I LIEU OF A RIDGE STRAP, THE NUMBER OF 10d COMMON NAILS REQUIRED IN EACH END OF THE COLLAR (REFER TO TABLE 3.21 OF THE WOOD FRAME CONSTRUCTION • (1) PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.5 TIE NEED NOT'EXCEED THE TABULATED NUMBER 8d NAILS IN A STEEL STRAP. MANUAL 2001 SBC HIGH WIND EDITION) UNAUTHORIZED ALTERATION OF ANY ITEM ON (1) NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING SPACED 6 O.C. AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3 O.C. AT THE PANEL EDGE TO THIS DOCUMENT IS A VIOLATION OF NEW YORK OBTAIN HIGHER SHEAR CAPACITY, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES (2) TABULATED FRAMING LOADS AND CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE (4) TABULATEED CONNECTION REQUIREMENTS ARE BASED ON A 12' RIDGE STRAP SPACING, FOR DIFFERENT RIDGE STRAP SPACING, MULTIPLY BUILDING DIMENSION (FT) MINIMUM SPLICE LENGHT(FT) STATE LAW. SHALL BE USED TO MAINTAIN LOAD PATH. MULTIPLIED BY .92 FOR FRAMING NOT LOCATED WITHIN 8 FEET OF CORNERS THE TABULATEED VALUES BY THE APPROPRIATE MULTIPLIER BELOW. 12 2 (2) WHEN WALL SHEATHING IS CONTINUOUS (OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1 - 16d NAIL (3) TABULATED FRAMING LOADS ASSUME A BUILDING LOCATED IN EXPOSURE B (5) TABULATEED CONNECTIONS REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70 FOR FRAMING NOT LOCATED WITHIN 8 FEET 16 3 JOB No. PER FOOT. OF BUILDING COORNERS 20 4 2024-820 ��RED ARC (ON) 16 CORROSION RE SPAC G'9STANT 11 GAGE FOR RAFTER, JOISTS FIND,STUDS AND 16 GAGE STAPLES ARE PERMITTED, CHECK IBC FOR ADDITIONAL REQUIREMENTS. ALL QUANTITIES ARE BASED (6) 1-1/4' DATE GAGE RIDGE STRAP SHALL BE OF ASTM A653 GRADE 33 STEEL OR EQUIVALENT 24 4 DATE ���v��S 28 5 RIDGE STRAP SPACING (IN.) 12 16 19.2 24 1 48 72 32 6 12.18.24 h 9 MULTIPLIER 1.00 1 1.33 1.60 2.00 1 4.00 1 6.00 36 7 DRAWN BY SR J'�9j�. o3tsot � >a 60 12 SCALE ` OF �y 70 14 80 AP DRAWING TITLE DWG No. REVIEWED BY ZBA WIND DECISION# ST-i. ol I) '�TED: q NOTES I i NAILING TRAPPING AT EXTERIOR WINDOWS/DOOR HEADERS (REQUIRED FOR ALL NEW CON LATERALL BRACING 0 6' STRUCTION AND/OR NEW EDITIONS) WALL STUD WALL STUD WALL STUD 2 X 4 BOTTOM PLATE BOTTOM PLATE RANG O.0 NAILING SCHEDULE 'B': (WOOD FRAME CONSTRUCTION MANUAL) FLOOR JOIST FLOOR JOIST STEEL STRAP LAPPED ROUGH OPENING REQUIRENENTS FOR WINDOW OPENINGS UNDER SILL PLATE, HETA40 3 4' PLYWOOD 3/4' PLYWOOD ARCHITECTURE+DESIGN,P.C. / BY SST. FASTEN WITH Rom( NOTATION A IB C D E F SUBFLOOR SUBFLOOR 8-10DX1 1/2" NAILS. OPENING CHOR BOLT NCHOR BOLT 10-Sd NAILS 2'-0" 2 (1) ,2x4 1 1 1 1 SILL PLATE 4'-0' 4 (1) :2x4 2 2 2 2 6'-0' 6 (2) 2x4 (DR (1) 2x8 3 3 3 3 '--SILL PLATE "SILL�� ANCHOR BOLT 8'-0' 6 (2) 2x4 DR (1) 2x8 3 3 3 3 STEEL STRAP EMEDDED STEEL.STRAP LAPPED INTO CONCRETE, HETA40 UNDER SILL PLATE, HETA40 10'-0" 10 (2) 2x6 4 4 4 4 BY SST. FASTEN WITH BY SST. FASTEN WITH W-O' 12 (2) 2x6 5 5 5 5 8-1ODX1 1/2' NAILS. 8-10DX1 1/2' NAILS. 5d COOLERS NAILS GABLE ENO 010' O.C. NOTATIONS : RAFTER TO FRAMING 2 X 4 BLOCK NANLED USE MODEL H2.5 BY'SIMPSON' (A) NUMBER OF 8d NAILS AT EACH END OF STRAPPIINGS TO EACH BRACE'.W/ 5-8d NAILS TO RAFTERS H25 4-10d NAILS 5-8d NAILS TO PLATES (8) NUMBER OF SILL STUDS ON THE FLAT DOES NOT! APPLY TO DOORS 3.2.2.3 WALL ASSEMBLY TO FOUNDATION 1/2' GYPSUM BC)ARD ALTERNATE FASTENING C NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF HEADER 5d COOLERS NAILS 20 GAGE CONNECW/STRO OR DRIVE SD ( ) FIRST FLOOR WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION, SILL PLATE, OR BOTTOM PLATE IN ACCORDANCE WITH THE STRAP CONNECTOR SCREWS REQUIREMENTS OF TABLE 3.2 OR TABLE 3.39 (SEE DETAILS 3.1A-E). WHEN TABLE 3.3B IS USED, A MINIMUM OF 1-1/ex20 GAGE 0 7' O.C. 5-SD9112 TO RAFTER (D) NUMBER OF 16d NAILS END NAILED THOUGH ADJACENT KING STUD M END OF HEADER AT EACH STEEL STRAP SHALL BE NAILED TO THE STUDS IN ACCORDANCE WITH TABLE 3.38. STEEL STRAPS MALL HAVE A MINIMUM ID-8d NAILS 5-SD9112 TO PLATE SIDE EMBEDMENT OF 7' IN CONCRETE FOUNDATIONS AND SLABS ON GRADE, 15' IN MASONRY BLOCK FOUNDATIONS, OR BE LAPPED ALL STRAPPING AT 16' O.C. UNDER THE PLATE AND NAILED IN ACCORDANCE WITH TABLE 3.3B (SEE DETAIL 3.3A-C). WHEN THE STEEL STRAP IS LAPPED ENDWALL STUDS (E) NUMBER OF JACK STUDS AT EACH END OF HEADER (ASSUME DOUBLE HEADERS) UNDER THE BOTTOM PLATE, 3' SQUARE WASHERS SHALL BE USED ON THE ANCHOR BOLTS AND ANCHOR BOLT SPACING SHALL NOT EXCEED THE REQUIREMENTS SPECIFIED IN TABLE 3.28. STEEL STRAPS EMBEDDED IN OR IN CONTACT WITH SLAB ON GRADE OR (F) NUMBER OF 16d NAILS END NAILED THOUGH ADJACENT JACK STUD TO END OF SILL(S) AT EACH MASONRY BLOCK FOUNDATIONS SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION OR MANUFACTURED FROM GALVANIZED SIDE (DOES NOT APPLY TO DOORS) STEEL COATED WITH A MINIMUM OF 1.8 oz. OF ZINC PER SQUARE FOOT OF STEEL SILL TO FOUNDATION DETAILS BRACING AT GABLE END WALL RAFTER TO TOP PLATE 1 2 3 ATTIC RIDGE-PLATFORM FRAMING ONLY Ile D A e A ANCHOR BOLTS AND WASHERS AS REQUIRED-EMBEDD 7' IN POURED CONCRETE E g SECOND FLOOR AND 15ANCHOR BOLTS AND WASHERS AS CS20 REQUIRED-SEE CHART ON ST-2 BLOCKING 2 BAYS ACQ TREATED LTP4 BACK 0 4'-0' O.C. Cam\J 7 SILL PLATE FOU ON WALL STUD TO STUD USE FIRST FLOOR 3-8d MODEL AILS 0 EACH END SIMPSON OF STRAP BAND JOIST TO TOP PLATE USE MODEL LTP4 BY"SIMPSON' ALL STRAPPING AT 16' O.C. BLOCKING 2 BAYS AX BACK 0 4'-0" O.C. (4)==KRAPPING6 AT HEADERS BLOCKING AT END WALL ANCIHORING TO FOUNDATION STUD TO STUD 5 7 "SIMPSON' HDU2 1/2' SPACING ISSUES / REVISIONS CORNER STUD DESCRIPTION DATE No. THREADED ROD DUBEDDED 2-16d COMMON NAILS AT ISSUED:FOR FILING is/8/2024 of 12-1/2' INTO COMCRETE W/ 6' O.C. FOR FULL LENGTH *SIMPSON" ET(HIGGH STRENGTH OF STUD • o EPDXY ADHESIVE)- • o • ° CS20 0 CS20 COIL STRAP AT EVERY ROOF RAFTER ROOF RAFTER PROVIDE SOUD �� CS20 (SEE ROOF PLAN) BLOCKING AT ENNDWALL LTP4 AL I I i I L DRAWING. SPE:Cff"MONS AND COPIES THEREOF FURNISHED BY OR@ITREE J% ARCI#TEC1UItE AND oEscrl (HQtFai KNOWN AS THE ARCHITE ARE AND SHALL RETAIN THE PROPERTY'OF 7HE ARCHITECT.THEY ARE TO BE USED ONLY WITH RESPECT TO THIS SECURE COLLOR 1W H R.R.AND ��� STUD TO BAND JOIST rm PROJECT A ARE NOT To BE USED AN ON Y OTHER PROJECT. Sl�9SSK7N oR 1/2 1HU-BOLTS WITH NUT AND Ala' IN USE MODEL CS20 BY'SIMPSON' oa CTDISTRIBUM WITH T rO HEPR�c�T IS NOT To °RRM)CATTM IN FOR OTHER PURPOSES RIDGE SEE FRAMING WASHERS (2 MIN. EACH JOIST) 3-10d NAILS 0 EACH END OF STRAP LTP4 OF THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS, PLANS BAND JOIST TO CCA SILL PLATE USE MODEL LTP4 BY*SIMPSON* Proposed Addition to Residence RIDGE SEE FRAMING p � ALL STRAPPING AT 16' O.C. TOP PLATES TO STUD PLANS USE MODEL SP6 (FOR 2 X 6 STUD SIMPSON SKEWABLE V HANGER + WALL) BY'SIMPSON' LSSU COIL STRAPS MAY BE USED Whitmire 6-10d NAILS TO STUDS HANGER SZE TO MATCH DEPTH OVER SHEATHING. Residence LUMBER 96o MVlarratooka Road USE MODEL SP4(FOR 2 X 4 STUD SP6 WALL) BY*SIMPSON' 2" MIN. MVTdttltT1Ck, NY 6-10d NAILS TO STUDS GREENTREE (:8 P RAFTER DETAILS COIL STRAP & COLLAR TIES CORNER HOLD-DOWN BAND JOIST TO SILL PLATE ARCHITECTURE &DESIGN TOP PLATE TO STUD 9 HI q0 11 12 i9 GREENTREE DRIVE OAKDA.LE,NY n769 Minimum two-ply TEL:(516)848-7439 Minimum our-ply truss for quantity )C THREADED ROD EMAIL: greentreead@gmail.com truss for quantity of two applications GRADE %w00R of two applications that are offset AND NUT SHER that are not offset UNAUTIHORIZED ALTERATION OF ANY ITEM ON 1 Note: Stow—to—plat onnectlons THIS DOCUMENT IS A VIOLATION OF NEW YORK ore required to comp e STATE LAW. FSC 4" Min. do 12' Max. STRONG-DRIVE SOW FLOOR TO the load path and are the STRONG-DRIVE SDWF FLOOR TO Upper wall FLOOR SCREW BY SIMPSON responsibility of the Designer. FLOOR SCREW BY SIMPSON bottom plate STRONG-TIE STRONG-TIE splice shown JOB No. 2024-820 �VREp ARC DATE A. SF,��,'y% 12.8.24 �� y�' �9 0 NAL MAP DRAWN BY 1" Min. SR q yob TOP PLATES TO STUD HOldOwn FSC Lower wall EVIEWED BY ZB � 031601 USE MODEL H6 (FOR 2 X 6 STUD offset to ® top plate own SCALE WALL) BY'SIMPSON' • �— prevent Strong-Drive DECISION# 3 4F NEV�1 8-10d NAILS TO STUDS SIDS screw 4' Min. AS NOTED 8-10d NAILS TO TOP PLATE o Conditions with Double S interference Perspective View of Co „SATED: 5 _jj H6 HDU2 CADE A�EoRO (Single SDvuF similar) BETTER W/WASHER HT5 DRAWING TITLE DWG No. AND NUT STRAPPING TOP PLATE TO STUD FLOOR TO FLOOR HOLD-DOWN FLOOR SPAN CONNECTOR FLOOR TO FLOOR SCREW FLOOR TO FLOOR SCREW ST-1. 02 13 14 15 16 1 DETAILS i INSTALL 1" RIGID INSULATION CUT TO FIT BETTNEEN THE RAFTERS. FOAM SEAL BOTH SIDES RAEXPANDI GNFOAMSESEALANT. / / INTERIOR CHASE WALLS / WITH MAINTAIN EQUAL VENT SPACE —�—LE PENETRATION FOR LENGTH OF RIGID / DING FOAM AT / ARCHITECTURE+ DESIGN, P.C. INSULATION — � AIRSPACE 1/2" GYPSUM BOARD ETER OF PIPE / PROFILE SHEATHINGATTIC INSULATIONL 1 x4 BLOCKING RE AT EXTERIOR WALLNUOUS BEAD CONTINUOUS BEAD OF ALANT INSULATED EXTERIOR WALL PROVIDE INTERIOR SHEAIRING AT CEILING GYPSUM BOARD EXTERIORWALL SOFT T A AHD M� [�EXTERIORAS AIR BARRIER WALL SHEATHING PRIOR TO SOFFISSETrfBLY LADDER BLOCKING CONTINUOUS BEAD EXTERIOR INSULATED WALL OF SEALANT CONTINUOUS BEAD I OF SEALANT i 1/2" SHEATHING AND OF SEALANT ( CONTINUOUS BEAD HOUSE WRAP DMIOR INSULATED WAIL WODO FRAME SOFFIT INSTALL 1" RIGID INSULATION --INTERIOR ASSEMBLY OF SEALANT VERTICALLY TO CONNECT INSULATING CABINETR CONTINUOUS MINIMAL SHEATHING M RIGID BOTH NSULATIM EXPANDING FOAM AT BAFFl.E FOAM SEAL BOTH JOINTS WINDOW PERIMETER DARK LINE ILLUSTRATES CONTINUITY OF AIR BARRIER AT WALL SECTION WINDOW UNIT AS CEMENT BACKER BOARD AIR BARRIER TUB SURROUND FINISH ROOF SKYLIGHT EXPANDING FOAM SEALANT MANUFACTURED RECESSED UGHT ENCLOSURE TUB UNff - CONTINUOUS MINIMAL —ROOF RAPIER ATTIC INSULATION TUB SSUU-R-R�OU EXPANDING FOAM AT OD ME FLOOR RIGID VID INSULATION SS PER CLIMATE ATHC JOISTS (BE 0 WINDOW PERIMETER ASSEMCONTINUOUS CONTINUOUS BE OF CONTINWOUS BEAD OF SEALANT SEALANT PROVIDE BLOCKING A CONTINUOUS BEAD HVAC DUCT EXPANDING FOAM SEN.ANT STUD CAVITY AT TUB OF SEALANT WOOD FRAME SOFFIT CONTINUOUS BEAD AT EXTERIOR WALL PAINT COATING OVER GYP ASSEMBLY OF SEMI INSULATED EXTERIOR AS AIR BARRIER STUD WALL CONTINUOUS BEAD THIN-PROFILE WALL OF ADHESIVE PROVIDE INTERIOR SHEATHING SHEATHING AT EXTERIOR WALL PRIOR CONTINUOUS BEAD F TO SOFFIT ASSEMBLY EXPANDING FOAM SEALANT AT PERIMETER SEALANT CONTINUOUS BEAD CONTINUOUS BEAD OF SEALANT OFSEALANT CONTINUOUS BEAD DRYWALL CEflJNG OF SEALANT RECESSED LIGHTING FIXTURE EXPANDING FOA --WOOD FRAME FLOOR ASSEMBLY CONTINUOUS BEAD OF SEALANT CONTINUOUS BEAD OF SEALANT f—EL.ECTRICAkL WIRE INTERIOR VERTICAL ISSUES / REVISIONS ATTIC INSULATION CHASE CONTINUOUS BEAD TOP PLATE PLUMBING PIPE PROVIDE INTERIOR SHEATHING OF SEALANT DESCRIPTION DATE No. ISSUED FOR FILING is/8/ioa4 oT _ WOOD FRAMING AT EXTERIOR WALL PRIOR —EXPANDING FOAM SEALANT TOP PLATE SHEATH INTERIOR OF TO INTERIOR WALL ATTIC ACCESS TO ASSEMBLY —CONTINUOUS MINIMAL EXPANDING FOAM +1" OF INSULATION EXPANDING FOAM AT WALL STUD SEALANT 1' RIGID INSULATION WINDOW PERIMETER INTERIOR WALL STUD WALL ACCESS PANEL DRAW ACCESS PANEL SNUG WITH PERIMETER SCREWS TRIM AS REQUIRED ALL DRAWWNGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY GREEMTRt7= CEILING ARCHITEC UM AND DESIGN (HEIREIN KNOWN AS THE ARCHITECT) ARE AND SHALL REM THE PROPERTY OF THE ARCHITECT, THEY ARE TO BE USED ONLY WITH RESPECT 70 TIas PRO&= AND ARE NOT TO BE USED ON ANY OTHER PRO EC7. SUBMISSION OR LADDER BLOCKING AS REQUIRED DISTRIBUTION To MEET OFFICIAL.REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES N CONNECTION WI7H THE PROJECT IS NOT To BE CONSTRUED AS PUIRLICATION N DEROGATION INSULATED EXTERIOR WALL OF THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED FWM WINDOW UNIT AS AIR BARRIER Proposed Addition to Residence CONTINUOUS MINIMAL EXPANDING FOAM AT Whitmire Residence WINDOW PERIMETER 96o Marratooka Road CONTINUOUS BEAD Mattituck, NY OF SEALANT � ATN —CONTINUOUS BEAD GREENTREE RAM�uA� �/-„ RO � OF ADHESIVE ARCHITECTURE &DESIGN STUD PROVIDE BLOCKING ATMETAL CONTINUOUS BEAD STUD CAVITY AT SHOWER OVERLAP ODUAR ONTO LOW[R OVER MOMANE FLASHING AT EXTERIOR WALL LAYER OF ROOF'Mf16RANE �OVERLAP� OF SEALANT CONTINUOUS BEAD OF ROOF SHINGLES SEALANT LM LAYER OF ASPHALT CONTINUOUS BEAD OF SEALANT i9 GREENTREE DRIVE CONTINUOUS BEAD OF ADHESIVE LOWER uYE>s FULLY- OE�NY U769 ONTINUOUS BEAD INTERIOR WOOD FRAMED WALL ADHERED ROOF McM%WIE "ROOF MINGI.ES "LT TEL: i6 8 8 OF SEALANT lj�:14 — ` EMAIL: eentreead mail.com 1/2 GYPSUM BOARDTILE SURROUND FINISH BLOCKING `\��\`` ADHERED RW MEMEIRA►�E, gr MM eentreead@gmail.com BACKER BOARD ASSEMESLYrnUCTURE ` , ` \ F�PENETRaff ATION AND UNAUTHORIZED ALTERATION OF ANY ITEM ON INSULATED EXTERIOR , `��,�� UP OVER MEMBRANE THIS DOCUMENT IS A VIOLATION OF NEW YORK STUD WALL \ r PLYM Mn" STATE LAW. IN-PI WALL CONTINUOUS BE ` AROUND PIPE PENETRATION CONTINUOUS BEAD JOB No. SHEATHING ING OF SEALANT AD WITH N-<xlFs,CUT PLYWOOD INSULATED EXTERIOR WALL EXTERIOR WALL SHEATHING 5•F0L-F"M OF SEALANT aosEn cEu EDAM aAa¢R �"�''"'"'�"� •° 2024-820 ROD AND URETHANE MALANT R�suLATnIG s ,►TIaNc M ` f CONTINUOUS BEAD AT F�PERIMETER 3 LAYERS(1.5,Y,1.57, 4�`D AlQC11 OF SEALANT JWITS STAGGERED CONTINUOUS SILL SEALER /Y U C CL,r>s>:D INTERIOR GYPSUM WALLBOARD CELL E BACKER MM DAM INIM FULLY- - FULL WIDTH OF MUDSILL DATE �� �Z A• SF,D /� AIR ��SHOWERP AS AIR BARRIER ROD Oo� A BA ER 12.8.24 Pry MEMEIRIIINE R FOUNDATION WALL AS BY DRAWN EXPANWING FOAM eoPLY om"H-ct>Ps AIR BARRIER OF RAFTER SR * Jr --WOOD FAME FLOOR ASSEMBLY c CONCRETE SLAB AS �� 031601 ° AIR BARRIER SCALE 1 1 a AS NOTED �OF ° n ° DRAWING TITLE DWG No. • a FI L MAP AIR SEALANT ST-1. 03 .EVIEWED BY ZBA DETAILS '�CISION# ��3`7 I 2 2 A2.01 A2.01 3- 2' 1'-8" 3'-2" ARCHITECTURE+ DESIGN, P.C. LINE OF STAIRS ABOVE NEW 40 ACQ TREATED ( ) " ( ) POST WITH P844 COLUMN 2 2X8 RIM TYP. ACCESS PANEL WITH :+. ® ® BASE BY SIMPSON STRONG NEW 2X " FJ 0 16" O.0 VENT TO OUTSIDE �' o TIE. TIE TO NEW 14"0 CONC. ob FULL HEIGHT SONOTUBE FOOTING MIN. 36' NEW 4' CRAWLSPACE *� BELOW GRADE (TYP ALL) P.C. SLAB ;. TV FOOTING (OVER SLAB) 8-0 PROVIDE 12' THICK X 20' WIDE CONCRETE �- `` FREESTANDING DECK - r DO NOT FASTEN TO FOOTINGS WITH (2) #4 BARS CONTINUOUS I� ® STRUCTURE »... ..• (TYPICAL ALL) TYP FOUNDATION 6' STUD AT REAR OF SERVICE PUMP ROOM FOR x PROVIDE 8' WIDE 3000 PSI SHOWER AREA. BATHROOM EJECTOR L NEW 2X8" FJ 0 16' O.C. PUMP. WIDTH 46" OR AS CONCRETE FOUNDATION WALLS W/ 0 :• `� 4 BARS 16" VERTICAL AND 18' REQUIRED BY NEW 4" HORIZONTAL O.C. HEIGHT TO SLAB 2 �" STEEL STUD OVER f 10'-1 ' 2 3'-9" MANUFACTURER P.C. SLAB (+/-) 8'-0" TO MATCH EXISTING EXISTING CMU. NEW INTERIOR DRYWALL ®BATHROOM r EXISTING UTILITIES TO REMAIN, NEW 2'_9, HEIGHT. FASTENED TO STEEL SERVICE CLOSET TO HAVE r TYPE STUD. ;; E F 'X' DRYWALL WALLS AND CEILING LINE OF OVERHANG = 2668 — NEW 4x4 ACQ TREATED ABOVE / _ POST WITH P844 COLUMN r � BASE BY SIMPSON STRONG ELECTRICAL I o SERVICE TIE. TIE TO NEW 14"0 CONC. SERVICE EXISTING CMU o M 2668 CLOSET 2 2X8' RIM TYP. SONOTUSE FOOTING MIN. 36' FOUNDATION TO REMAIN I a = J ` BELOW GRADE (TYP ALL) NEW SLAB 7r � 2X8" FJ 0 16" O.C. 4" CONCRETE SLAB 3000 PSI 0 28 ( �1 I I I 4'-1 " 'oxo FREESTANDING DECK - 00 W N DO NOT FASTEN TO DAYS. USE 6 x6 x1.4 %WF OVER 6 I ^., 1 1 STRUCTURE mil VAPOR BARRIER. PROVIDE 4" NEW 4 dia. PIPE COLUMN GRAVEL BASE. TYP ALL, NEW SLABS 7'_4" WITH 24x24x12" DEEP I CONCRETE FOOLING GYM AREA bFTO CRA I 2R EXISTING BLOCK WALL UP FOUNDATION TO REMAIN EXISTING I \ P.C. SLAB EXISTING BLOCK WALL \ NEW PIPE 3'-0" UNDISTURBED FOUNDATION TO REMAIN ( I \ ^ COL EXISTING STAIR TO LINE OF EXISTING DECK CRAWLSPACE ABOVE EXISTING 2X8• FJ 0 16" O.C. UNDISTURBED U LINE OF EXISTING DECK o ABOVE EXIST PIPE COL TO EXISTING BLOCK WALL �-- �I REMAIN `� \F a f- FOUNDATION TO REMAIN ® I UNDISTURBED *ClI "' ' .1 EXISTING (3) 2X8' a I — 4 — ---Q— — ; W al C NCR O NEW CMU EXTERIOR WALLSzi* I ON NEW P.C. FOUNDATION z co WALLCAI — ( n I DECK POST TO BE I NEW CMU TO BE i ' 6 U TO LANDING EXISTING ANCHORED TO NEW TOOTHED-INTO �', L NDI G P.C. LAB FOUNDATION I 2PSIBLEQS HVAC LOCATION ' 4'-9" EXISTING CMU CONTRACTOR EXISTING CMU. ALL TO GROUT ALL WALLS TO BE GROUTED NEW POURED CMU SOLID ELECTRICAL 2 F STEEL STUD OVER SOLID. SERVING BM do 1ST FL-7 CONCRETEval BELOW HEADER SUB PANEL NEW CMU. NEW INTERIOR NEW PIPE FOUNDATION 4" T�-^;:;;•. DRYWALL ABOVE GRADE AT • : _ WATER STEEL STUD. TO COL NEW 4"dia. PIPE COLUMN ERVICE-�, EXTENDED BASEMENT. ' WITH 24x24x12" DEEP I CL. • (SEE TYP FOOTING to F CONCRETE FOOLING `„ I ` LINE OF SOFFIT 2068 LNDRY AND FOUNDATION :::. ALIGN ', "' ABOVE LYTI I� ETR ETR IETR— NEW EXTERIOR DOOR WITH INOTE .0 SLAEB� SADDLE. I I DROP TOP OF ( LINE OF f _ FOUNDATION WALL 4" Z HEADER 3068 3068 N PLAY ROOM . . , FOR NEW DOOR ABOVE "i NEW rx2' WIDE ) I " STEEL LINTEL NIEW 2X8" RR 0 16' O.C. RELOCATED NEW 4 ABOVE TOP 5'-3' WASHER/DRYER. PITCH " PER FOOT OUT .C. SLAB CONTRACTOR TO PROVIDE z EXISTING CMU COURSE CMU ( I NEW C P VIDE (NEW SS N ( FOOTING TO REMAIN FOUNDATION AND P.C. I ^ PER RCNYS VENTING A5 'THREADED ROD I i A2.01 'TO BE CONTRACTOR A2 0t EXISTING BLOCK WALL "n INSTALLED INTO �, ;3'-6' 20'-2` FOUNDATION TO REMAIN I T TO GROUT ALL UNDISTURBED (EXISTING CMU SOLID [FOUNDATION. RFI OW HFADFR NEW #5 REBAR ANCHORED INTO .:..: •: NEW FOUNDATION *` —�— AT 16 O.C. ETR ETR ISSUES REVISIONS NEW FOOLING DEPTH TO BIEDMENT MATCH EXISTING. FOOTING TO BEAR ON IPTION DATE No. UNDISTURBED SOIL ISSUED FOR FILING 12/8/2024 01 PROPOSED FOUNDATION PLAN �-- 2 PROPOSED BASEMENT PLAN FINAL MAP SCALE: 1 4' = 1'-0" �� At.ol SCALE: 4" = 1'-0" f�v REVIEWED BY ZBA A1.01 / 1/ DECISION# DATED" ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY GREENTREE ARCHITECTURE AND DESIGN (HEREIN KNOWN AS THE ARCHITECT') ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THEY ARE TO BE USED ONLY M1TH RESPECT 70 THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REOUIRMEMTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION N DEROGATION OF THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS. NOTES: 30 STOKE ALARM TO BE HARD-WIRED TO ELEC. WITH BATTERY BACK-UP PER Proposed Addition to Residence 2010 RCNYS R313.1.2 ® CARBON MONOXIDE DETECTOR TO BE HARD-WIRED TO ELEC. WITH BATTERY BACK-UP PER 2010 RCNYS R313.4.3 0 W- WINDOW D- DOOR S- SKYLIGHT(SEE SCHEDULE) Whitmire Residence EMERGENCY EGRESS WINDOW. MINIMUM 5.7 S.F. CLEAR OPENING, WITH A EG MINIMUM OPENABLE WIDTH OF 20" AND A CLEAR OPENABLE HEIGHT OF 96o Marratooka Road 2e PER 2020 RCNYS SECTION R310. D NEW JUNCTION BOX FOR NEW UGHT/FAN FIXTURE Mattituck, NY ® EXTERIOR WALL CONSTRUCTION: �/+ VINYL SIDING OVER 'TYVEK' HOUSEWRAP OVER 1/2'PLYWOOD SHEATHING. GREENTREE 2X6" WOOD STUDS 16" O.C. WITH R-21 BATT INSULATION. 1/2'GYPSUM ALL POURED CONCRETE WALLS, FOOTINGS BOARD (INSIDE)TAPED AND sPaCKLED ARCHITECTURE �'DESIGN, PIERS AND GRADE BEAMS SHALL BE 3,000 PSI POURED 0 EXISTING WALL TO REMAIN CONCRETE UNLESS OTHERWISE NOTED. ALL PORCHES, CARPORT SLABS, AND GARAGE FLOOR SLABS SHALL BE AIR ENTRAINED AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,500 PSI @28 DAYS. r----I EXTERIOR STUDS TO REMAIN. INTERIOR DRYWALL AND FlNISHINGS TO BE FOUNDATION DRAINAGE TO COMPLY WITH SECTION R405 OF THE 2010 RCNYS. FOUNDATION REMOVED, NEW R-15 BATT INSULATION W/1i"GYP.BD. ig GREENTREE DRIVE WATERPROOFING AND DAMP-PROOFING TO COMPLY WITH SECTION R406 OF THE 2010 RCNYS. NEW INTERIOR WALLS TO BE 2x4 WOOD STUD 16"O.C. W/)f GYP. BD. OAKDALE,NYu76g ON EACH SIDE UNLESS OTHERWISE NOTED. TEL:(516)848-7439 NEW INTERIOR PLUMBING WALLS TO BE 2x6 WOOD STUD 16"O.C. W/)¢" EMAIL:greentreead@gmail.com GYP. W.ON EACH SIDE UNLESS OTHERWISE NOTED. FOUNDATION NOTES: UNAUTHORIZED ALTERATION OF ANY ITEM ON 1. BOTTOM OF FOOTINGS, AND SLABS SHALL BEAR ON SOIL EITHER COMPACTED FILL OR PROVIDE NEW PRE-HUNG MASOMTE DOORS W/PAINTED FINISH AND THIS DOCUMENT IS A VIOLATION OF NEW YORK STANDARD HARDWARE G.C. 10 COORDINATE WALL 1HICKNESS. UNDISTURBED SOIL OF 95% PROC;TER DENSITY. ALL BOTTOM OF FOOTINGS SHALL BEAR ON NUMBERS DENOTE DOOR SIZE IN INCHES. STATE LAW. SOIL, UNDISTURBED HAVING A MIINIMUM BEARING CAPACITY OF (2) TWO TONS PSF. ® INDICATES PARALAM POSTS-DOWN.SEE PLAN FOR slzEs. JOB No. 2. BOTTOM OF ALL, FOOTINGS SHALL_ BE MINIMUM OF S-6" BELOW ADJACENT GRADE. STEP INDICATES PARALAM POST UP 2024-820 FOOTINGS SHALT_ BE STEPPED ATf 2'-0" HORIZONTAL: 1'-O" VERTICAL BM SZE ' 1NDtCATED RED ARC 3. ALL CONCRETE SLABS ON GRADE SHALL BE 4" THICK WITH A 12" PERIMETER. INDICATES CENTER OF STRUCTURAL BEAM DATE 4. ALL BACKFILL MATERIAL SHALL BE OF SAME TYPE OF SOIL AS REMOVED DURING EXCAVATION. 2XIO-16"O.C. 12.8.24 q 5. ALL CONCRETE TO BE A MIN. 3,000 PSI AFTER 28 DAYS MINIMUM. CEILING JOISTS- 10'-r AFF DRAWN BY 6. ALL REBAR ASTM A-615 GRADE 60 INDICATES FLOOR JOIST,DECJ JOIST,CEILING JOIST,ROOF 7. FOOTINGS ARE TO BE INSTALLED ON UNDISTURBED VIRGIN SOIL. THE BOTTOM OF ALL FOOTINGS P.TFT PRESSURE TREATED,ACQ SR ��q 031601 O ARE TO BE INSTALLED A MINIMUW OF 3' BELOW GRADE UNLESS OTHERWISE NOTED. 8. ALL SNAP OFF FORM TIES ARE T O BE REMOVED AND REMAINING OPENINGS ARE TO BE SEALED. ABBREVIATIONS: SCALEAS NOTED OF NE�y 9. FOUNDATION DRAINAGE TO COMPLY WITH SECTION R405 OF THE 2010 RCNYS. V.I.F. VERIFY IN FIELD P.C. POURED CONCRETE 10. FOUNDATION WATERPROOFING ANID DAMP-PROOFING TO COMPLY WITH SECTION R406 OF THE CENTERLINE P.T. PRESSURE TREATED O.C. ON CENTER HDR. HEADER DRAWING TITLE DWG No. 2010 RCNYS. C.J. CEILINGJOIST U.O.N. UNLESS OTHERWISE NOTED F.J. FLOOR JOIST LVL LAMINATED VENEER LUMBER D.J. DECK JOIST H.H. HEADERHEIGHT FO UNDATIO R.R. ROOF RAFTER F.F. FIRST FLOOR SLAB A-1. OI MC MEDICINE CABINET PNTD. PAINTED T A NLJ DF DOUGLAS FUR p 1/1[� — I i 2 2 A2.01 A2.01 16'-0' 8'-o" WINDOW a ARCHITECTURE+DESIGN, P.C. MUDROOM =LO DN 0 I ,11, LO 0 I I °O ET I I IIF NEW WALL CONSTRUCTION: NEW WINDOW NEW WINDOW NEW WALL CONSTRUCTION: o VINYL SIDING AS SELECTED BY OWNER VINYL SIDING AS SELECTED BY OWNER OVER 1' RIGID INSULATION OVER V CDX 15-0' 6 OVER 1" RIGID INSULATION OVER X" CDX PLYWOOD. 2X6 WOOD FRAMING- 16" O.C. PLYWOOD. 2X6 WOOD FRAMING- 16" O.C. R-21 BATT INSULATION. )f GYPSUM R-21 BATT INSULATION. )' GYPSUM = BOARD SHEATHING INSIDE, TAPED AND BOARD SHEATHING INSIDE, TAPED AND SPACKLED. 3 SPACKLED.0 0 KITCHEN 0 0 0 (RENOVATION) 3 z M BEDROOM #3 ' ------ '1 1 EXISTING WOOD STUDS TO REMAIN. NEW 12T__ ______ / FURRING INSTALLED FOR A FLUSH ASSEMBLY WITH THE NEW 6" STUDS. _ ______ NEW STAIRS DOWN R-13 BATT INSULATION INSTALLED IN I N ——— Cl_ TO PATIO I EXISTING CAVITY. NEW INTERIOR ISLAND 1 DRYWALL, TAPED AND SPACKLED TO io I 14-0 5'-0' S'-11 ' S-6r FINISH. IEXISTING 2' 10" L L 7'-5" " INEW 6'-0' SLIDING DOOR ( 2068 2068 NEW WINDOW 2-g I CL CL . � 2668 2068 -:17-1 3-9 9-9 3'-q 5-51" 3'-0' 2668 ® c 2068 9668 2668 Bm \ ® M10 z BATH C—L 1 no o � _ _ 2os8 N O i a • EXISTING SCREENED DECK a z O C� "' DINING ROOM M Q 2668 TO REMAIN inI PRIMARY 2ssa Z o z BATH ssa e z I =� CONTRACTOR TO REMOVE: O �n °D DECK, FJ'S AND BEAM TO LO BEDROOM 2 ACCESS ROOF AREA M PDR 1, SELECOTED BY 2'-8' RK AS BELOW " ( ® 3-2 1 OWNER � NEW SINGLE-PLY ROOF RM MEMBRANE WITH ALL o RELATED FLASHINGS TO 24' POCKET a N 6'-6• 13'-8' BE INSTALLED OVER INSULATION BOARD, OVER DOOR EXTERIOR GRADE S O W.I.C PLYWOOD. w BATH WIN DOUBLE WINDOW DOUBLE WINDOW ONCE COMPLETE, DECK IS 5'-0j' EXISTING �' TO BE RETURNED TO ITS LIVING ROOM I E SLOPE �c�� ORIGINAL CONDITION.— PRIMARY IBEDROOM EXISTING WOOD STUDS TO REMAIN. NEW R-13 BATT INSULATION INSTALLED IN w EXISTING CAVITY. NEW I OR DRYWALL, TAPED AND SPACKLED TO 1 FINISH. A2.01 A2.01 I L—. NEW TRIPLE WINDOW NEW TRIPLE WINDOW ISSUES / REVISIONS DESCRIPTION DATE No. ISSUED FOR FILING 12/8/2024 01 1 PROPOSED FIRST FLOOR PLAN 2 PROPOSED SECOND FLOOR PLAN A1.02 SCALE: 1/4 1 -o � A1.02 - — SCALE: 1/4" _ ,'—o" FINAL MAP REVIEWED BY ZBA A I alk �� ILL DRAWINGS. SPEanCATIONS AND COPIES THEREOF FURNISHED BY GRMTREE 'v�/- IIJJ ARCHITECTURE AND DESIGN (NFREIN KNOWN AS THE ARCHITECT ARE MA SHALL REMAIN (� ' � ' THE PROPERTY OF THE ARCHITECT. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS DATED: DIS�TRIOU71ONN TO M AND MEEETIOFTFIaTAL�GJUTOTORY�RE( EMg SOR FOR COINER PURPOSES IN ------- - CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUED AS PUSUCATION IN DEROGA7ICN OF THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS. NOTES: Proposed Addition to Residence SMOKE ALARM TO BE HARD-WIRED TO ELEC. WITH BATTERY BACK-UP PER 2010 RCNYS R311OXIDE.2 W"itmire Residence CARBON MONOXIDE DETECTOR TO BE HARD-WIRED TO ELEC. WITH BATTERY BACK-UP PER 2010 RCNYS R313.4.3 W- WINDOW D - DOOR S-SKYLIGHT(SEE SCHEDULE) 96o Marratooka Road EMERGENCY EGRESS WINDOW.MINIMUM 5.7 S.F. CLEAR OPENING, WITH A Mattituck, NY Ec MINIMUM "ABLE WIDTH OF 20" AND A CLEAR OPENABLE HEIGHT OF 24'PER 2020 RCNYS SEC11ON R310. Q NEW JUNCTION BOX FOR NEW LIGHT/FAN FIXTURE GREENTREE ® DMIDGR kHOVINYL SIDINGWALL HOUSEWRAP OVER 1/Y PLYWOOD SHEATHING. ARCHITECTURE &DESIGN 2X6'WOOD STUDS 16'O.C. WITH R-21 BATE INSULATION. 1/2' GYPSUM BOARD (INSIDE)TAPED AND SPACKLED 0 EXISTING WALL TO REMAIN i9 GREENTREE DRIVE r_=I EXTERIOR STUDS TO REMAIN.INTERIOR DRYWALL AND FINISHMGS TO BE OAKDALE,NY n769 REMOVED,NEW R-15 BATT INSULATION W/Jf GYP. BD. TEL:(516)848-7439 NEW INTERIOR WALLS TO BE 20 WOOD STUD 16' O.C. W/7f GYP. BD. EMAIL:greentreead@gmail.com ON EACH SIDE UNLESS OTHERWISE NOTED. NEW INTERN PLUMBING WALLS TO BE 2x6 WOOD STUD 16'O.C. W/, UNAUTHORIZED ALTERATION OF ANY ITEM ON GYP. BO. ON EACH SIDE UNLESS OTHERWISE NOTED. THIS DOCUMENT IS A VIOLATION OF NEW YORK STATE LAW. PROVIDE NEW PRE-HUNG MASONITE DOORS W/PAINTED FINISH AND STANDARD HARDWARE. G.C. TO COORDINATE WALL THICKNESS. NUMBERS DENOTE DOOR SIZE N INCHES. JOB No. ® INDICATES PARALAM POSTS-DOWN.SEE PLAN FOR 2024-82O R tED AC INDICATES PARALAM POST UP DATE (��V��� A. S£'°zny/�� BM SIZE AS INDICATED 12.8.24 `' 9 INDICATES CENTER OF STRUCTURAL BEAM 2xto-ts•D.C. DRAWN BY * Tk CEILING JOISTS- IV-7' AFF \ SR kP��x'9 031601 O INDICATES FLOOR JOIST,DECJ JOIST,CEILING JOIST,ROOF RAFTERi. SCALE OF P.T.=PRESSURE TREATED,ACQ AS NOTED ABBREVIATIONS: V.I.F. VERIFY IN FIELD P.C. POUREDCONCRETE DRAWING TITLE DWG No. q CENTERLINE P.T. PRESSURE TREATED O.C. ON CENTER HDR. HEADER C.J. CEILING JOIST U.O.N. UNLESS OTHERWISE NOTED FL Q O R F.J. FLOORJOIST LVL LAMINATED VENEER LUMBER A-1. 02 D.J. DECK JOIST H.H. HEADER HEIGHT PLANS R.R. ROOF RAFTER F.F. FIRST FLOOR SLAG MC MEDICINE CABINET PNM. PAINTED .w ARCHITECTURE+DESIGN, P.C. 2 A2.01 I—Elf v FULL ICE AND WATER ce- SHIELD AT LOW SLOPE IHti w p I ROOF AREA (3:12) w 00 IJNE OF WALL BELOW z � z — o — — ROOF CONSTRUCTION I X � NEW NEW 40 YR ARCHITECTURAL �' o NEW ASPHALT ROOFING SHINGLES TO SLOPE w SLOPE ( MATCH EXISTING OVER 30 FELT z I PAPER. W MIN. PLYWOOD I SHEATHING. PROVIDE ICE AND NEW 2x8 RR NEW 2x8 RR WATER SHIELD AT ALL VALLEYS ® �6" O.C. ® �6" O.C. AND PERIMETER PER RCNYS AND MFG. NEW ALUMINUM GUTTERS TIED TO NEW DRYWELL. COLOR AS POST DOWN TO SELECTED BY OWNER. / ( SUPPORT NEW RIDGE I SISTER NEW ROOF RAFTERS TO EXISTING I EXISTING EXISTING I SLOPE SLOPE — — — — — — I " w z0 of w � I I I EXISTING I SLOPE - EXISTING EXISTING SLOPE SLOPE I I 1 I ISSUES / REVISIONS DESCRIPTION DATE No. ISSUED FOR FILING 12/8/2024 01 FINAL MAP REVIEWED BY Z BA ^� �^�" SPEC�TCATa+s ,N° COPIES '"�� " "' ° BY OREENTREE AIC HTECTURE Ate I]ESICN cIHEREIN KNOMN AS TI ARa#lECT3 /ARE AID = RDIAI" THE PROPERTY OF THE ARCHITECT. THEY ARE TO BE USED Y NIT" RESPECT TO THIS DECISION# PROJECT AND ARE NOT TO BE U ON ANY OTTER PROJECT.O SUMMONK��" OR asTTaBunoN TD MMEETOFflaAI.r�aILATORr REDtNREifftITS OR FOR OTHER PURPOSES IN CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS. DATED: T I Proposed Addition to Residence 1 PROPOSED ROOF PLAN Whitmire Residence �k1.03 SCALE 1/4" = t'-o" FRAMING NOTES: 96o Marratooka Road 1. ALL SAWN LUMBER SHALL BE DOUGLAS FIR NO. 2. EXTERIOR LOAD BEARING Mattituck, NY STUDS SHALL HAVE A Fb=950 2. SHEAR HOLDOWN CONNECTORS BE PROVIDED AT ALL OPENINGS AND GREENTREE CORNERS. ALL SHEAR HOLDOWNS SHALL BE SHEARWALL HOLDOWNS PHD5—SDS3 ARCHITECTURE &DESIGN AS MANUFACTURED BY SIMPSON STRONG TIE. 3. ALL WINDOW HEADERS SHALL BE (1) 5 1/4" x 11-7/8" MICROLAM HEADERS. 19 GREENTREE DRIVE PROVIDE, 2 JACK STUDS ON EACH SIDE AND PROVIDE STRAPS, CS16 1-1/4 x OAKDALE,NY n769 20 GUAGE COIL STRAPS, ON EACH JACK STUD CONNECTING TO HEADER. TEL:(516)848-7439 EMAIL:greentreead@gmail.com 4. FLOOR TO FLOOR CONNECTIONS: PROVIDE CS16, 1-1/4" x 20 GUAGE COIL STRAPS ATTACHING STUDS RIM JOIST UNAUTHORIZED ALTERATION OF ANY ITEM ON AND STUDS BELOW. IF STUDS DO NOT ALIGN, PROVIDE MTS16 TWISTED STRAPS THIS DOCUMENT IS A VIOLATION OF NEW YORK AS MANUFACTURED BY S.S.T. AT EACH STUD (TYPICAL). PROVIDE LTP4 STATE LAW. CONNECTORS CONNECTING TOP PLATE TO RIM JOIST AS MANUFACTURED BY JOB No. S.S.T. 2024-820 �REO ARC 5. STUD TO DOUBLE PLATE: DATE ����oft A• Sfp�'S'�j� PROVIDE TWO H2-5A TWISTED STRAPS @ EACH STUD; AS MANUFACTURED BY 12.8.24 SIMPSON STRONG TIE. DRAWN BY yt 6. RAFTERS TO DOUBLE PLATE: SR v PROVIDE H2.5 TWISTED STRAPS (2) EACH RAFTER AS MANUFACTERED BY oalsol O SIMPSON STRONG TIE. SCALE OF N AS NOTED 7. SILL PLATE: ANCHOR SILL PLATE WITH 3" x 3" x 1/8" BASE PLATE, BP WITH 5/8" DIAMETER ANCHOR BOLT. EMBEDED 7" INTO CONCRETE FOUNDATION. SEE DETAIL DRAWING TITLE DWG No. 3 SHEET A1.00 end FLOOR A-i. o, PLAN I NEW CONSTRUCTION EXISTING SHINGLE ROOF CONSTRUCTION GUT RENOMOVE INTERIOR OF INTERIOR: NEW 40 YR ARCHITECTURAL ASPHALT Vlo 0) Ec - REMOVE INTERIOR DRYWALL ROOFING SHINGLES TO MATCH EXISTING OVER - EXISTING STUDS TO REMAIN SPRAY FOAM ROOF RAPIERS 30 FELT PAPER. %" MIN. PLYWOOD `"" - NEW INTERIOR GATT DRYINSUWALL, AT CATHEDRAL CEILING TO MIN SHEATHING. PROVIDE ICE AND WATER SHIELD. ; ARCHITECTURE+DESIGN, P.C. DRYWALL, TAPED AND SPACKLED R-10 VALUE AT ALL VALLEYS AND PERIMETER PER RCNYS REMAINDER OF ROOF INSULA AND MFG. TO MIN R-49 EXISTING 2x8 ROOF RAFTERS DECK LIVING ROOM ROOF FASCIA BEYOND TO NEW 2X8 ROOF RAFTERS ON MATCH EXISTING EACH SIDE OF EXISTING RAFTER AT FLAT ROOF TO DECK: AND THRU-BOLTED STAGGERED -REMOVE THE EXISTING DECK, JOISTS AND 16' LEDGER BOARD GABLE WALL TOP PLATE CONTRACTOR TO REMOVE -INSTALL NEW FLASHING MEMBRANE EXISTING DECK FRAMING AND AGAINST EXTERIOR WALL AND RETURN ON FLOORING TO ACCESS NEW TOP OF ROOFING UNDERLAYMENT EXTENSION -REINSTALL EXISTING LEDGER BOARD WITH GABLE END WINDOW HEADER AT J I SIMPSON DECK TENSION 11E D1T2-SS 6'-8". NEW (3) 2x8 COLLAR TIES AT NEW TPO ROOF MEMIBRANE OVER -INSTALL NEW KICK-OUT FLASHING BELOW CONNECTION OLD TO NEW TO LEDGER, ABOVE NEW ROOF MEMBRANE. COVER BOARD. PITCH �" PER SUPPORT POST DOWN. FOOT NEW WINDOW TYPE AS SELECTED BY OWNER. MUST NEW ROOF RAPIER WM1H GATT EXIST FJ'S TO REMAIN MEET NYSECCC 2020 INSULATION 2x8 0 16" O.C. ~ SILL HEIGHT OF NEW WINDOW :r � EXIST NOT LESS THAN 24" AFF NEW ANCHOR BOLT 70 BE 8x8 HEADER N INSTALLED INTO GROUTED NEW DRYWALL ON 2x10 LEDGER FASTENED TO VS BLOCK BELOW FURRING STRIPS k R-3.5 FOAM FUR OUT NEW STRUCTURE aaJ BOARD ADHERED NEW ROOF RAFTER AS NEEDED TO CMU WALL. AT LOW SLOPE REAR ROOF TOP PLATE ANCHORED TO INTERIOR STUD FASTENED TO 8x8 HEADER AREA,, CONTRACTOR TO INSTALL 12 CMU WALL WALL TO BE CONTINUOUS ICE AND WATER 3 C::� INSULATED WITH SHIELID R-13 BATT. _ CONTRACTOR TO INSTALL "o BASEMENT o 0 PLAYROOM ALUMINUM GUTTERS AS COURSES OF CMU III COURSESE WITH THE EXISTING BLOCK WALL TOOTH ENTRY - � SELECTED BY OWNER IN NEW CMU INTO EMSTING. GROUT SOLID. #5 REIBAR FULL A 0O HEIGHT WALL " LINE OF EXIST FOOTING AND CMU OVERHANG DIMENSIONS TO IL FOUNDA1ON BEYOND MATCH EXISTING T.O. CURB HT }w. HDG RAFTER TIE DOWN BY +(0'-4") SIMPSON STRONG TIE ,-u GRADE (PAVED) NEW WALL a •' CONSTRUCTION: •• ; '.•• VINYL SIDING AS SELECTED BY NEW FOOTING AND : . .. • `: OWNER MUDROOM KITCHEN FOUNDATION. SEE ' ' OVER 1. RIGID INSULATION FOUNDATION PLAN OVER WOOD FRAMING-PLYWOOD. O.C. R-21 BATT INSULATION. JJ" GYPSUM BOARD SHEATHING INSIDE, TAPED AND SPACKLED. R-19 BATT' INSULATION IN NEW CONS UCTION EXISTING 1 PROPOSED SECTION AT LOWER LEVEL CMU FLOOR JOISTS Jl HDG ANCHOR BOLTS A2.01 SCALE: 1/2" = l'-O" FOUNDATION WALLS PROVIDE 10" WIDE 3000 PSI, AIR ENTRAINED PC FOUNDA1ON WALLS WITH #4 •' BARS 37" O.C. VERTICAL ~' • PROVIDE TOWARDS THE INNER SIDE OF WALL ON TENSION �. °•, SIDE PROVIDE HORIZONTAL REINFORCING AS FOLLOWS: (1) ' #4 BAR WITHIN 12"OF THE TOP 4 OF THE WALL AND (1) #4 BARS :. ISSUES / REVISIONS 24' O.C. E.W. ' :a DESCRIPTION DATE No. CRAWLSPACE '• BATHROOM ISSUED FOR FILING 12/8/202 of GRADE (VARIES) WITH ACCESS HATCH 2-16d COMMON NAILS — III "SIMPSON" HDQ8 — HOLD-DOWN 0 6" O.C. FOR FULL LENGTH •III-II I I=) •. ' ., BASEMENT SLAB OF STUD 6" CONCRETE SLAB 3000 PSI 0 28 _ DAYS. USE 6 x6 xl.4 WWF OVER 2 ° ° I I—III (-I •:# ;} mil VAPOR BARRIER. PROVIDE 4FOAM BOARD OVER 6 GRAVEL BASE ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY GREENTREE ARCHITECTURE O ° I I PROPERTY OF THE ARCHIC�TN THEY ARE TO BE USEDI ALL REMAIN OHCY MATH�RESPECT TO THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN O CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DIROGATTON ° I I ( ( I I •.:. OF THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS. • a , a. .... , a. -III •. ,• • ,. • Proposed Addition to Residence t • Whitmire Residence K�2 PROPOSED SECTION AT KITCHEN EXTENSION 96o Marratooka Road A2.01 SCALE: 1/2" = 1'-0" Mattituck, NY GREENTREE ARCHITECTURE &DESIGN PROVIDE SOLID BLOCKING ® FIN-AL �pM�A ig GREENTREE DRIVE ENDWALL E V VED gY ZBA. OAKDALE,NY u76g TEL:(g6)848-7439 GI SI EMAIL:greentreead@gmail.com TT UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS DOCUMENT IS A VIOLATION OF NEW YORK STATE LAW. 7/8' DIA. THREADED ROD EMBEDDED JOB No. 12-1/2" INTO CONCRETE W/ 'SIMPSON' ET (HIGH STRENGTH EPDXY ADHESIVE) 2024-820 DAR DATE12.8.24 I�� sF�,�yi� y` `9 0 3 TYPICAL HOLD DOWN DETAIL DRAWN Y SR �01 SCALE: 1/4" = 1'-O' SCALE J) 031601 y� AS NOTED �0 NE`N DRAWING TITLE DWG No. SECTIONS A-2. 01 _ I J TARC H ITECTU R E+ DESIGN, P.C. CRAWLSPACE FOUNDATION AND SLAB TO BE 15-9�8'-2� REMOVED ENTIRELY. 16-3� CONTRACTOR TO EXTERIOR WALL PROPERLY DISPOSE OF TO BE REMOVED EXTERIOR _ MATERIAL OFF SITE - r----------- -- -- RE, ROOF, E _ I —1 SKYLIGHT TO BE ]I' - EXTERIOR WALL REMOVED r- - AND DOOR TO BE ' REMOVED*6 P,4 r-----� CONTRACTOR TO REMOVE(10 , EXTERIOR WALL AND EXTERIOR FRAMING. ------I i, WINDOW TO L__—__J WALL TO BE BAY WINDOW OVERHANG BE REMIOVED I REMOVED ABOVE TO REMAIN UNDISTURBED. ItsZ SKYUGHT i - /77, REMOVED TO BE I i I ! EXISTING ELECTRICAL I L---, SERVICE TO REM AI . I I (—_- I --------------� r-2' \\ I I IBATHROOM I I WALL TO I ROOF ABOVE BAY II UNCONDITIONED I I KITCHEN I WINDOW TO REMAIN ' I BASEMENT I I �- I BE REMOVED FOR " NEW SLIDING GLASS I I EXISTING GIRDER TO DOOR I REMAIN. CONTRACTOR TO I ALL KITCHEN I __--_--_--_ I BEDROOM #2 ---------------- ----- PROPERLY SUPPORT MILLWORK TO I r---- ----- ----- --------- I DURING COLUMN INSTALL BE REMOVED. W D SCREW JACK SUPPORTS BLOCK FWNDA11ON TO I __—__—__ I ALL INTERIOR WALLS AND l\ �TO BE REMOVED REMAIN CLOSET TO BE CHIMNEY TO BE /� FINISHES TO BE REMOVED LINE OF DECK ABOVE TO \ EXISTING STAIRS TO -'�. -_�REMOVED REMOVED WASHER/DRYER TO BE BE REMOVED AS CHIMNEY TO BE REMOVED CRAWLSPACE TO REMAIN ___ _ LAUNDRY ROOM RELOCATED TO �� i CHIMNEY TO BE REMOVED ' NECESSARY TO EXPOSE -- ROOFING. BOILER TO BE REMOVED FLOOR JOISTS, GIRDERS, � � INTERIOR WALL TO BASEMENT REMAIN I ! L I AND COLUMNS TO —r —_� � _-- -- L— (�—_---- _-_-_—_-_- i EXISTING DECK SUPPORT I ' ' - 1 TO REMAIN UNDISTURBED. I CLOSET CJe ! I I ' 1 I �------ ' ' I PRIMARY BEDROOM ' SCREW JACK SUPPORTS — 8 I TO BE REMOVED -"--- --------"'--- ' — -- i -2—La CONTRACTOR TO REMOVE BLOCK FOUNDATION TO - NOTE: EXISTING ' ~ ' `—""—'"� I CL I EXTERIOR BLOCK WALL REMAIN NEW WALL WILL BE ICRAWLSPACE TO REMAIN i �----- 11 ALL INTERIOR WALLS AND I ® I I AIR ( I I - - " I------ r-- - FINISHES TO BE REMOVED I TOOTHED-IN TO EXISTING { __—__�l _—_ OIL TANK TO BE ( ( r I I I I I ( I I WALL SOIL TO BE — , STABILIZED DURING _ __ __ f REMOVED EXISTING ELECT � _____ REMOVAL r I ; - - - SUBPANEL TO (JIVING ROOM � �------ ___== -------- ~----- I j� I „ I I I ROOF ABOVE SCREENED _ ' ►�-� _=7 REMAIN. I I I IN PORCH TO REMAIN r i I I � I __--_ I I I � � I I A INTERIOR WALLS AND _ I FINISHES TO BE REMOVED I WALL AND DOOR TO BE (------ ------ L- ----� (�---- %0 ' REMOVED _____ I NOTE GUT RENOVATION I NOTE: GUT RENOVATION I INTERIOR DRYWALL TO BE INTERIOR DRYWALL TO BE I I REMOVED DOWN TO THE I REMOVED DOWN TO THE C'---' EXISTING STUD FRAMING. 'I EXISTING SUPPORT EXISTING STUD FRAMING. HEADER TO REMAIN TYPICAL AT ALL WALLS TYPICAL AT ALL WALLS STAIRCASE TO BE THROUGHOUT THE ' b WALL AND REMOVED BUILDING. 2 THROUGHOUT THE 2 I BUILDING. N ( EXTERIOR DOOR EXPANDED NOTE: GUT RENOVATION NO I EXPANDED NOTE: GUT RENOVATION NO TO BE REMOVED. F OTING UNCONDITIONED 00 WORK TO THE EXTERIOR SIDING OR I WORK TO THE EXTERIOR SIDING OR TO REMAIN BASEMENT I CONTRACTOR TO REMOVE ROOFING WALL BE PERFORMED. PROJECT IS ROOFING WILL BE PERFORMED. PROJECT IS DECK AND FRAMING TO ACCESS THE ROOF OF AN INTERIOR RENOVA110N ONLY; DRYWALL � AN INTERIOR RENOVATION ONLY; DRYWALL I ( TO BE REMOVED, MISSING SEC11ONS OF TO BE REMOVED MISSING SECTIONS OF 10 THE BASEMENT INSULATION WALL BE INFILLED AND NEW INSULATION WILL BE INFlLLED AND NEW EXISTING FOOTING TO 0 EXTENSION. REVIEW DRYWALL INSTALLED. TAPE AND SPACKLE DRYWALL INSTALLED. TAPE AND SPACKLE 4'-9" REMAIN EXISTING SUPPORT i EXTENTS OF DECK TO FINISH. HEADER TO REMAIN REMOVAL TO FINISH. CONTRACTOR TO REMOVE EXTERIOR BLOCK WALL FINAL M A P NEW WALL WILL BE TOOTHED-IN TO EXISTING WALL SOIL TO BE REVIEWED BY ZBA STABILIZED DURING REMOVAL DECISION# SD3I _ ISSUES / REVISIONS DATED: � a� I ) DESCRIPTION DATE No. FOUNDATION DEMOLITION PLAN 2 FIRST FLOOR DEMOLITION PLAN 3 SECOND FLOOR DEMOLITION PLAN ISSUED FOR FILING 12/8/2024 01 DEMO NOTES PER TOWN 5/18/2025 02 D 1.01 SCALE: 1/4" = 1'-0" D 1.01 SCALE: 1/4" = 1'-0" D 1.01 SCALE: 1/4" = l'—O" ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY GREENTREE ARCHITECTURE AND DESIGN (HEREIN KNOWN AS THE ARCHITECT') ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS NOTES: PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT. SUBMISSION OR OISTRIBUIVON TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION 0 SMOKE ALARM TO BE HARD-WIRED TO EEC. WITH BATTERY BACK-UP PER OF THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS. 2010 RCNYS R313.1.2 ® BARBONCK-UP PER IDE 201O DETECTOR TO YS 3114.3 HARD-HARED TO ELEC WITH BATTERY Proposed Addition to Residence ® W- WINDOW D-DOOR S- SKYLIGHT(SEE SCHEDULE) EMERGENCY EGRESS WINDOW. MINIMUM 5.7 S.F. CLEAR OPENING, MATH A EG MINIMUM OPENABLE YADTH of 20' AND A CLEAR OPENABLE HEIGHT OF Whitmire Residence 24' PER 2020 RCNYS SECTION R310. Q NEW JUNCTION BOX FOR NEW UGHT/FAN FIXTURE 96o Marratooka Road ® EXTERIOR WALL CONSTRUCTION: Mattituck, NY VINYL SUNG OVER 'TM'HOUSEWRAP OVER I/Y PLYWOOD SHEATHING. 2X6' WOOD STUDS 16'O.C. WITH R-21 BATT INSULATION. 1/Y GYPSUM BOARD (INSIDE) TAPED AND SPACKLFD 0 EXISTING WALL TO REMAIN GREENTREE EXTERIOR STUDS 1T)REMAIN.INTERIOR DRYWALL AND FAVISHINGS 10 BE ARCHITECTURE &DESIGN REMOVED, NEW R-15 BATT INSULATION W/)f GYP. BD. NEW INTERIOR WALLS TO BE 2x4 WOOD STUD 16'at W/)f GYP. BD. ON EACH SIDE.UNLESS OTHERWISE NOTED. 19 GREENTREE DRIVE NEW INTERIOR PLUMBING WALLS TU BE 2x6 WOOD STUD IV at WI)f OAKDALE,NY u769 GYP. BD. ON EACH SIDE UNLESS OTHERWISE NOTED. TEL:(516)848-7439 EMAIL:greentreead@gmail.com PROVIDE NEW PRE-HUNG MASONITE DOORS W/PAINTED FINISH AND STANDARD HARDWARE G.C. TO COORDINATE WALL THICKNESS. NUMBERS DENOTE DOOR SIZE IN INCHES. UNAUTHORIZED ALTERATION OF ANY ITEM ON ® INDICATES PARALAM POSTS-DOWN.SEE PLAN FOR THIS DOCUMENT IS A VIOLATION OF NEW YORK SIZES. STATE LAW. ® INDICATES PARALAM POST UP BM SIZE AS INDICATED JOB No. INDICATES CENTER OF STRUCTURAL BEAM 2024-820 REp AR 2XIO-16'at C,�I A. Cl"G JOISTS- 10'-r AFF DATE Gj`O�( 12.8.24 9 INDICATES FLOOR JOIST,DECJ JOIST,CEILING JOIST,ROOF RAFTER. P.T.=PRESSURE TREATED,ACO DRAWN BY Tk ABBREVIATIONS: SR �, 031601 V.I.F. VERIFY IN FIELD P.C. POURED CONCRETE SCALE '9 OF' y� CENTERLINE P.T. PRESSURE TREATED AS NOTED O.C. ON CENTER HDR. HEADER C.J. CEILING JOIST U.O.N. UNLESS OTHERWISE NOTED F.J. FLOORJOIST LVL LAMINATED VENEER LUMBER D.J. DECKJOIST H.H. HEADER HEIGHT DRAWING TITLE DWG No. R.R. ROOF RAFTER F.F. FIRST FLOOR SLAB MC MEDICINE CABINET PNTD. PAINTED OF DOUGLAS FUR DEMOLITION D-1. of PLANS ROOF CONSTRUCTION NEW 40 YR ARCHITECTURAL ASPHALT ROOFING F01 SHINGLES TO MATCH EXISTING OVER 301 FELT ARCHITECTURE+ DESIGN, P.C. PAPER. 9' MIN. PLYWOOD SHEATHING. PROVIDE = ICE AND WATER SHIELD AT ALL VALLEYS AND PERIMETER PER RCNYS AND MFG. NEW ALUMINUM GUTTERS TIED TO NEW DRYWELL EXPANDEDNOTE: CUT RENOVATION NO COLOR AS SELECTED BY OWNER. WORK TO THE EXTERIOR SIDING OR _ ROOFING WILL BE PERFORMED. PROJECT IS AN INTERIOR RENOVATION ONLY; DRYWALL FM NEW WALL CONSTRUCTION: TO BE REMOVED, MISSING SECTIONS OF VINYL SIDING AS SELECTED BY OMER INSULATION WILL BE INFILLED AND NEW ® OVER 1" RIGID INSULATION OVER )" CDX DRYWALL INSTALLED. TAPE AND SPACKLE EXPANDED NOTE: GUT RENOVATION NO PLYWOOD. 2X6 WOOD FRAMING- 16' Q.C. To FINISH. WORK TO THE EXTERIOR SIDING OR ETR R-21 BATT INSULATION.)' GYPSUM 2849 DH 4649 FIXED 2849 DH ROOFING WILL BE PERFORMED. PROJECT IS I BOARD SHEATHING INSIDE, TAPED AND 3430 DH AN INTERIOR RENOVATION ONLY; DRYWALL 2830 DH SPACKLED. TO BE REMOVED, MISSING SECTIONS OF INSULATION WILL BE INFILLED AND NEW DRYWALL INSTALLED. TAPE AND SPACKLE TO FINISH. 030 D 2849 DH 4649 FIXED 2849 DH 2849 DH L28 JDH 3049 DH 3049 JDHI .t FIN. FLOOR HT V-0" NEW CMU (EXTENSION UNDER DECK SEE SECTION SWEET A2.0 LL=E=TR ETR GRADE (HOIGHT VARIES) NEW CONSTRUCTION EXISTING INTERIOR RENOVATION AND WINDOW REPLACEMENT ONLY INTERIOR RENOVATION AND WINDOW REPLACEMENT ONLY NEW 2 STORY ADDITION NEW 1 STORY ADDITION BASEMENT FL HT. 1 EAST SIDE ELEVATION 2 NORTH SIDE ELEVATION A2.012 SCALE: 1/4' = 1'-0° A,2.02 SCALE: 1/4' = 1'-fl" ROOF PITCH TO MATCH ISSUES / REVISIONS EXISTING DESCRIPTION DATE No. ISSUED FOR FILING i2/8/202q 01 2 DEMO NOTES PER TOWN 5/18/2025 02 EXPANDED NOTE: GUT RENOVATION NO WORK TO THE EXTERIOR SIDING OR ® ® ROOFING WILL BE PERFORMED. PROJECT IS AN INTERIOR RENOVATION ONLY, DRYWALL TO BE REMOVED, MISSING SECTIONS OF ® 030 030 D INSULATION WILL BE INFlLLED AND NEW DRYWALL INSTALLED. TAPE AND SPACKLE TO FINISH. EXI$ E ALL DRAWINGS. SPECIFICATIONS; AND COPIES THEREOF FURNISHED By 43D DH TREE AND AR (��N09 ARCHITECT) ARE DSHA THE R OF TH AN THEY USED ON-YW WITH RESPECT nas ARCHITECTURE AND ARE TO BE U ON ANY oT RSUBMISSON OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REpAREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION RR DEROGATION OF THE ARCHITECTS COMMA LAW COPYRIGHT OR OTHER RESERVED RIGHTS EXISTING DECK FEI L MAP Proposed Addition to Residence FH EWED BY ZBA030 ION# S03 Whitmire Residence DATED: 96o Marratooka Road 2849 DH o Mattituck, NY GREENTREE FIN. FLOOR HT. 0'-0' ARCHITECTURE &DESIGN i9 GREENTREE DRIVE OAKDALE,NY n769 NEW 1 STORY ADDITION TEL:(516)848-7439 GRADE EMAIL:greentreead@gmail.com INTERIOR RENOVATION AND WINDOW REPLACEMENT ONLY NEW 2 STORY ADDITION UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS DOCUMENT IS A VIOLATION OF NEW YORK STATE LAW. JOB No. 2023-050 ��RED ARcy DATE �Gj ��t A. 05.18.23 3 WEST SIDE ELEVATION DRAWN BY A2.02 SCALE: 1/4" = 1'-O" SR �j9 03t 601 SCALE �c OF I�y AS NOTED DRAWING TITLE DWG No. ELEVATIONS A-2. 02 'B' -?� ARCHITECTURE+DESIGN, P.C. 2830 DH C mail 1111 M.1 NEW CMU EXTENSION UNDER DECK. SEE ft SECTION SHEET A2.01 8 NEW 1 STORY ADD)IT10N NEW 2 STORY ADDITION INTERIOR RENOVATION AND WINDOW REPLA LY GRADE I. NEW CONSTRUCTION I. 1 SOUTH SIDE ELEVATION A2.o3 SCALE: Ile _ l'—O" ISSUES / REVISIONS DESCRIPTION DATE No. REVISION 9/30/23 of REVISION PER OWNER 1/11/24 oa REVISION PER TOWN 9/24/2 o ALL ORANNGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY GREENTREE ARCHITECTURE AND DESIGN (HEREIN KNOWN AS THE ARCHITECT) ARE AND SHALL RETRAIN THE PROPERTY OF THE ARCHITECT. THEY ARE TO BE USED ONLY NTH RESPECT TO THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT. SUBMISSION OR DISTRIBUTION TO MEET OMCIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION NTH THE PROJECT IS NOT TO BE CONSTRUED AS PUIHICATION IN DEROGATION OF THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS. Proposed Addition to Residence Whitmire Residence 96o Marratooka Road FINAL MAP Mattituck, NY REVIEWED BY ZBA GREENTREE DECISION# ` 03� _ ARCHITECTURE &DESIGN PAVED: i9 GREENTREE DRIVE OAKDALE,NY 11769 TEL:(516)848-7439 EMAIL:greentreead@gmail.com UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS DOCUMENT IS A VIOLATION OF NEW YORK STATE LAW. JOB No. 2023-050 BRED ARC DATE A. 05.18.23 4,� y° Sfp��,.��"n DRAWN BY SR %P �A 031601 SCALE AS NOTED OF DRAWING TITLE DWG No. ELEVATION A-2. 0 3 � ARCHITECTURE+DESIGN,P.C. MAXIMUM ENVELOPE ROOF HT. (+/—) 25'-6" r. ABOVE GRADE ROOF PITCH TO MATCH EXISTING R� ® 030 D 030 D L-1 -lQ FR Ff=r= I F 030 D / 2849 DH ETR O L EXISTING GRADE NEW 1 STORY ADDITION GRADE 38'-8' TO PROPERTY LINE NEW 2 STORY ADDITION OVER 90'-0" TO PROPERTY LINE 1 SKY PLANE ELEVATION-SIDES A2.04 SCALE: 1/4" fa ISSUES / REVISIONS DESCRIPTION DATE No. \ ISSUED FOR FILING 12/8/2024 01 ALL DRAWINGS. SPECIRCATIDNS AND COPIES THEREOF F IRNISHED BY GREENTREE ARCFflTECTURE AND DESIGN (HERE]N KNOWN AS 1HE A' TE ARE AND SHALL REMAM THE PROPERTY OF THE ARCHITECT. THEY ARE TO BE USED ONLY WITH RESPECT 70 THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT. SUBMISSION OR DISTRIBUTION TO MEET OMCIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES RH OF THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION M DEROGATION 2830 DH \ \ Proposed Addition to Residence \ Whitmire Residence FINAL MAP 96o Marratooka Road REVIEWED BY Z BA Mattituck, NY DECISION# SD 3-7 3049 DH 304 DDH DATED: GREENTREE ARCHITECTURE &DESIGN i9 GREENTREE DRIVE OAKDALE,NY 11769 Li TEL:(516)848-7439 EMAIL:greentreead@gmail.com UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS DOCUMENT IS A VIOLATION OF NEW YORK INTERIOR RENOVATION AND WINDOW REPLACEMENT ONLY NEW 2 STORY ADDITION NEW 1 STORY ADDITION 25'-0' TO PROPERTY LINE STATE LAW. JOB No. 2023-050 RED ARc DATE v A• Sfp�'S'�j� 05.12.25 y 0BY 2 SKY PLANE ELEVATION-REAR DRAWN SR 0316 01 A2.04 SCALE: 1/4" = 1'-0" SCALE �.q� y� OF NEON AS NOTED DRAWING TITLE DWG No. SKY PLANE A-2. ©4 COMPLIANCE 7, I Awl , TOWN OF SOUTHOLD JUN 2025 BUILDING DEPARTMENT �� SOUTHOLD,N.Y. ZONING BOARD OF APPEALS NOTICE OF DISAPPROVAL DATE: May 30, 2025 TO: Erica Whitmore 960 Marratooka Road Mattituck, NY 11952 Please take notice that your application dated March 25, 2025: For permit: to construct additions and alterations to an existingsin le-famil dwelling and to legalize "as built" accessory shed at: Location of property: 960 Marratooka Road Mattituck. NY County Tax Map.No. 1000—Section 115 Block 9 Lot 8.1 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 25,891 sq.-ft. Iot in the R 80 District is not permitted pursuant to Article XXIII Section 280 124 which states lots measuring 20 000 39 999 square feet in total size re uire a rear vardsetback of 50 feet. The proposed construction has a rear vard setback of 25 feet 1 The "as built"accesso shed is not permitted pursuant to Article III Section 280-15 which states accesso buildin s and structures located on lots measured 20 000-39 999 s . ft. shall have a minimum rear yard.setback of 10 feet. The shed has a rear yard setback of±6 feet Authorized Sign ire Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. RECEIVED APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALSJUN 18 2025 AREA VARIANCE l `_ cba3 House No.q U O Street l'�11�,'�YCLhA(1, Hamlet M(,1 1 �.k\X ANING BOARD OF APPEALS SCTM 1000 Section: ��5 Block:' � Lot(s) Lot Size: U,-) Zone 1�` I(WE) APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED BASED ON SURVEY/SITE PLAN DATED Owner(s): V�' l am Mailing Address: P.O_bc)X L-bl C�0chOgUe ,Ny tkC135 Telephone(56)1%cam Fax: Email: NOTE: In addition to the above,please complete below if application is signed by applicant's attorney,agent, architect,builder,contract vendee,etc.and nameof person who agent represents: Name of Representative: RQ,Y)nO-.j for { )Owner O Others: Address:_ 3( fiC ►'L{ I t �C�� 1�r (�I ►l ' 4T �1 Y� Telephone:(M\ 4q L~0q t1 Fax: Email: 11r1 G 1 R kfCL6 17um-A$.0 U(n Please check to specify who you wit�h correspondence to be mailed to,from tf�e above navies: Applicant/Owner(s), (4)Authorized Representative, (\/)Other Name/Address below: C,IW..6- bts-\ l )S 5 - cm, 9-Df, e,W ab. 9m o.i 1.,can WHEREBY THE.BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED M(k(Gh'L o15 and DENIED AN APPLICATION DATED M4 30_,`t� 6 FOR: ( Building Permit ( ) Certificate of Occupancy ( )Pre-Certificate of Occupancy ( ) Change of Use ( )Permit for As-Built Construction ( ) Other: Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by numbers.Do not quote'the code.) Article: X7X 11 Section: Subsection: Type of Appeal. An Appeal is made for: QO A Variance to the Zoning Code or Zoning Map, ( ) A Variance due to lack of access required by New York Town Law-:Section 280-A. ( )Interpretation of the Town Code,Article Section ( ) Request for Reversal or Overturn the Zoning Officer's Denial Other A prior appeal ( ) has, ,( has not been made at any time with respect to this property, UNDER Appeal No(s). Year(s). (Please be slue to research before completing this question or call our office for assistance) RECEIVED Page 2, Area Variance Application Revised 6/2023 JUN 18 2025 603-:7- REASONS FOR APPEAL ZONING BOARD OF APPEALS (Please be specific,additional sheets may be used►vith preparer's signature notarized): 1.An undesirable change will not be produced in the CHARACTER of the neighbor or a detriment to nearby properties if granted, because: —Vc\(& p21 v c '1 rnaat-� Ol-) �s VN-\% n 10 L01-f) con4t och 0-1 Alt YC + - Qojkc O(' t�C3tY'C_2�� i�^ Sv��r�d►'`� c3`'r e"�'7 2. The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant o pursue, other than an area variance,because: - t-ve \0,vo�--0--4- -A� lam! 113- l Vl C-%" V)l v,od (00 o-K -MC1wV,)-- 0rc*,t V-1Ce� 3.The amount of relief requested is not substantial because: i)(a,� (Yl1 tl 4.The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: , CXS: t�t�,( >�� �`��C�eo yr e-W vies 4-ek y-er> fir,s�L)&t U-1 P � 5. Has the alleged difficulty been self created? ( } Yes, or'I*TNo Why: • Are there any Covenants or Restrictions concerning this land? e)No { }'Yes (please furnish a copy) e This is the MINIMUM that is necessary and adequate,and at the same time preserve and protect the character of the neighborhood and the health,safety and welfare of the community. By signing this document,the PROPERTY OWNER understands that pursuant to Chapter 280- 146(B)of the Code of the Town of Southold,any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board may, upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one.(1)year.terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO E SU COMPLIANCE WIT CODE REQUIRED TIME FRAME DESCRIBED HEREI . ignature of Applicant or Authorized Agent (Anent must submit written Authorization from Owner) Swor to before me this day ANA M RODRIGUEZ NOTARY PUBLIC,STATE OF NEW YORK No.011106401972 OUALIFlED IN.SUFFOLK COUNTY MY COMMISSION EXPIRF�DECC�lIBER 23.2027 a Public RECEIVED Zoning Board of Appeals JUNt APPLICANT'S PROJECT DESCRIPTION ZONING BOARD OF APPEALS APPLICANT: l rc_ ,_ _ _ SCTM No. - 1. For Demolition of Existing Building Areas Please describe areas beiriQ removed: AC4,L+ on - II. New Construction Areas(New Dwelling or New Additions/Extensions): Dimensions of first floor extension: �� J' 3 X �� ' C l Dimensions of new second floor:. -Y. x Dimensions of floor above second level: Height(from existing natural grade): �r Is basement or lowest floor area being constructed? If yes, please provide:height(above ground) measured from natural existing grade to first floor: no C III.Proposed Construction Description (Alterations or Structural Changes) (Attach extra sheet if necessary). Please describe building areas: Nu er.of Floors and General Characteristi s BEFORE Alterations: Q Number of Floors and Changes WITH Alterations: IV. Calculations of building areas and lot coverage,sky plane(From Surveyor,Design Professional): Existing square footage of buildings on your property: Proposed increase of building coverage: V �4 Square footage of your lot: Percentage of coverage of your lot-4 building area(lot coverage) Gross Floor Area(GFA of single family dwelling including the attached garage and/or habitable detached accessory structure: (Please refer to Chapter 280, Section 280-207 of the Town Code): For Residential lots, is project within the allowable Sky Plane?(Please refer to Chapter 280, Section 280-208 of the Town Code): V.Purpose of New Construction:�4 1 C� `,53,,m (� y1 OS-e VI.Please describe the land contours (flat,slope %, heavily wooded, marsh area,etc.) on your land and how it relates to the difficult i�neeting the code requirement(s): Describe on separate page if needed: Please submit 8 sets of photos,labeled to show different angles of yard areas after staking corners for new construction;and photos of building area to be altered with yard view. ZONING BOARD OF APPEALS Revised 6/2023 QUESTIONNAIRE FOR FILING WITH YOUR ZBA APPLICATION RECEIVED A. Is the subject p.remi s currently listed on the real estate market for sale? Yes No JUN 18 2025 B. :4A4rjeere any proposals to change or alter land contours?. �� No Yes,please explain on separate sheet. OF APPEALS C. 1.) Are there areas that contain sand or wetland grasses? Z9N4Nf-BOA13D 2.)Are those areas shown on the surve submitted with this application? 1) Is the property bulk headed bet n he wetlands area and the upland building area? 4.) If your property contains wetlands or pond areas, have you contacted the Office of the BOARD OF TRUSTEES for its determination of jurisdiction? Please confirm status of your inquiry or application with the Board of Trustees: If issued, please attach copies of your permit listing conditions of approval with a copy of the approved survey. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? AN o _ E. Are there any patios,concrete barriers, bulkhea4s or fences that exist that are not shown on"the survey that you are submitting? If any of the aforementioned items exist on your property,please show them on a.site plan. F. Are there any construction projects currently in process on your property? If yes, please submit a copy of your building permit and survey as approved by the Building Department and please describe scope of work: G. Please attach all pre-certificates,of occupancy and certificates of occupancy for the subject premises. If none exist, please apply to the Building Department to obtain them or to obtain an Amended Notice of Disapproval. H. Do you or any co-owner also own other land adjoining or close to this parcel? If yes, please label the proximity of yo lands on your survey and identify the Suffolk County Tax Map No. I. Please list present use or operati ns nducted at your property, and/or the proposed use te. es:existing sing a ily,proposed:same with garage,pool or other) A\ thorized signature E�alteN I- RECEIVED RECEIVED FORM NO.4 SUN N 81 2025 225 B03-r TOWN OF SOUTHOLD ZONING BOARD pE BUILDING DEPARTMENT APPEALS Town Clerk's Office Southold, N.Y. Certificate Of Occupancy No. Z 0000 . . . . . . . . . Date . . . . . June .27,. . . . . . . . . . . . . 19 80 THIS CERTIFIES that he b ilding . . . . . . . . . . . . . . . . . . . Location of Property W/S ,Marratooka:.Road, . . . Mattituck House NO. Street Hamlet County Tax Map No. 1000 Section . . .41 . . . . .Block . . .9 . . . . . . . . . .Lot . . . . .`8. . . . . . ... . Subdivision . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Filed Map No. . . . . . . . :Lot No. . . . . . . . . . . . . . requirements for a one—family dwelling built prior to conforms substantially—the��atioa-for-"ding.p�smit. ereta£cue, fled iu,�bis-af�iCe.sizted April 23, . . . . . . . . 19 . .? ursuant to which eStaltdmg arntritNo -OccupanC��OQQQ. . . . dated June 27 r. . . . . . . . . . . . . . . . . . 19 80 ,was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is . . . . . . . . . Private one famgy_dwelling The certificate is issued to . Donald Hildershiem (owner,Ig-a.NQGtg B�_.. . . . . . . . . . . . . . . . . . . . . of the aforesaid building. Suffolk County Department of Health Approval . . . . . .N/R UNDERWRITERS CERTIFICATE NO. . . . . . . . . . . .N/R Building Inspector Rev 4/7s � SUFFQifi oy Town of Southold 5/17/2023 P.O.Box 1179 53095'Main Rd C EKED Southold,New York 11911 60313- rr JUN 18 2025 CERTIFICATE OF OCCUPANCY ZONING BOARD OF APPEALS No: 44107 Date: 5/17/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 960 Marratooka Rd,Mattituck SCTM#: 473889 See/Block/Lot:_ 115;9-8.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/28/1983 pursuant to which Building Permit No. 49009 dated 3/10/2023 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Alterations and additions to existing single familyd w elling as applied for The certificate is issued to Parkin,Dianne of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 49009 .4/4/2023 PLUMBERS CERTIFICATION DATED Aut ed ig ature FORM N10. 41 TbWlq OFSOUTHOLD RECEIVED 73UILDING Dr-PAnTIMMIT TOWN CLERK'S OFFICE �SOUTIXOLD,. X. JUN 18 2025 ZONING BOARD Or APPEALS CERTIFICATE Or 0CCVPAXCY T Date .......i1am4wy... .....�mq 19...63. No. THIS CERTIFIES that the building located atAW R44-R44.S..Aal.tt#! qkireet Map-.%To. 'i...... ......*...*-!.— Block No. .......... ....Lot rTo- ,.. .................................i............... ................ ponforms -�ubstantlally to the Application for Building.Permit heretofore filed in this office dated ................. ........ pursuant to which Building Permit No ... Z..751 ......... .I...... dated . . ...... .......... ......... 19.'P-, ,was issued, and conforms to all of the require- ments of the applicable ,prov1sion-s of the l4w: The bccupancy fo r whi ch ch this certificate is. issued is ...... ............ :OA Im OM VM=Y OMMING............ .. .... ... ............................. .. ..... ......... This certificate is'. issued to pq 0 *��46rjs ..... ..... . ............................ .... (Owner, lessee or tenant) .of the afore§aid building. I......... ..................... .......... � I .......... ..... ... 0 Building Inspe c or . FORM NO. 4 FtECENED TOWN OF SOUTHOLD 3 BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. ZONING BOARD OF AppEALS CERTIFICATE OF OCCUPANCY No: Z-31633 Date: 06/27/06 THIS CERTIFIES that the building ADDITION Location of Property: 960 MARRATOOKA RD MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section '115 Block 9 Lot 8.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 24, 2006 pursuant to which Building Permit No. 32021-Z dated MAY 24, 2006 was issued, and conforms to all of the requirements of the applicable Provisions of the law. The occupancy for which this certificate is issued is DECK ADDITION TO .AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate .is issued to DIANNE L PARKIN (OWNER) of the aforesaid building. SUNFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N/A PLUMBERS CERTIFICATION DATED N/A uthorized Signature Rev. 1/81 RECEIVED AGRICULTURAL DATA STATEMENT JUN 18 2025 ZONING BOARD OF APPEALS 89 3-?- TOWN OF SOUTHOLD ZONING BOARD OF APPEALS WHEN TO USE THIS FORM; This form must be completed by the applicant for any special use permit,site plan approval, use variance, area variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring an agricultural data statement must be referred to.the Suffolk County Department of Planning in accordance with Section 239m and 23911.of the General Municipal Law. l. Name of Applicant: My. W\'Vk 0,1`1'\ W Y\t t`Y11C 2. Address of Applicant: R op Miffo k kb., VA. 'fti'k&V\hkUe-JN\1 3. Name of Land Owner(if other than Applicant): 4. Address of Land Owner: 5. Description of Proposed Project: 6. Location of Property: (Road and Tax map Number) 7. is the parcel within.500 feet of a farm operation? { } Yes { } No 8. is this parcel actively farmed? { ) Yes { } No 9. Name and addresses of any owner(s)of land within the agricultural district containing.active farm operations. Suffolk County Tax Lot numbers will be provided to you by the Zoning Board Staff, it is your responsibility to obtain the current names and mailing addresses from the Town Assessor's Office(765-1937)or from the Real Property Tax Office located in Riverhead. NAME and ADDRESS (i E - )Q-_I 1 UA Luc C/o I(( I pe.LLb 2. kja�) ��ffi(KAX& [a[010 N- � M 4. 5. 6. (Ple f this page if there are additional property owners) gnature of Applicant Date Note: 1. The local Board will solicit comments from the owners of land identified above in order to consider the effect of the proposed action on their farm operation. Solicitations will be-made by supplying a copy of this statement. 2. Comments returned to the local Board will be taken into consideration as part as the overall review of this application. 3.Copies of the completed Agricultural Data Statement shall be sent by applicant to the property owners identified above. The cost for mailing shall be paid by the Applicant at the time the application is submitted for review. ' R RECEIVED 6.17.20 903�1- Appendix B JUN 18 2025 Sl1017 Environmental Assessment Form Instructions for Completing ZONING BOARD OF APPEALS Part I -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or.investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part I -Project and Sponsor Information -gym I yr— Name of Action or Project: 6 1 -�I-1t11 V-e Project Location(describe,and attach a location map): Brief Description of Proposed Action: VeC C9�-e Q �12 �� ant Sl�d� b ,Sse 11e a , plrp���l a S r a6W-Vt on �or Name of Applicant or Sponsor: Telephone: t - qca _ Oce& E-Mail: 1�f1 Address: ( 1 N1 City/PO: State: Zip Code: 1.Does the proposed iction only involve the legislative adoption of a plan,local law,ordin e, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2, Does the proposed action require a permit,approval or funding from any other governmental Agency? NCY YES If Yes,list agency(s)name and permit or approval: 3.a.Total acreage of the site of the proposed action? acres b.Total acreage to be physically disturbed? acres c.Total_acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? acres 4. Check all land uses that occur on,adjoining and near the proposed action. 11 ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial Residential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Other(specify): o Parkland Page l of 4 5. Is the proposed action, IRMEGEIVEDNO YU N/A a.A permitted use under the zoning regulations? 0037- b.Consistent with the adopted comprehensive plan? JUN 18 2025 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ZONING BOARD OF APPEALS 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: 10. Will the proposed action connect to an existing public/private water supply? NO YE If No,describe method for providing potable water: 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b.Is the proposed action located in an archeological sensitive area? 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action;contain NO _V59, wetlands or other waterbodies regulated by a federal,state or local agency? b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply El Shoreline 17 Forest 13Agricultural/grasslands ❑Early mid-successional 1J Wetland 13 Urban ❑Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed N YES by the State or Federal government as threatened or endangered? 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? dNO❑YES b.Will storm water discharges be directed to established conveyance systems(runo and storm.drains)? If Yes,briefly describe: O 13 YES Page 2 of 4 18.Does the proposed action include construction or other activities that result in ment of NO YES Water or other liquids(e.g.retention pond,waste lagoon,dam)? � If Yes,explain purpose and size: 19.Has the site of the proposed action or an adjoining property been tt�e4d1#�16tt% �tdE�f?i641LS NO YES solid waste management facility? If Yes,describe: 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe:, I AFFIRM THAT THE INFORMATION OVIDE I)A IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name:, `� L Date: �� Signatu Part 2-Impact Assessment. The Lead Agency is responsible for the.completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the.reviewer should be guided by the concept"Have my responses been reasonable considering the'scale and context of the proposed action?" No,or Moderate small to large impact impact may may occu occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning^ regulations? 2. Will the proposed action,resuh in a change in the use or'intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characterist ics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway.? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available eneM conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, / waterbodies,groundwater,air quality,flora and fauna)? V Page 3 of 4 RECEIVED No,or Moderate JUN 18 2025 small to large 2 impact impact `� may may .ZONING BOARD.OF APPEAL-8occ occur 10. Will the proposed action.result in an increase.in the potential for erosion,flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3:.Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact'may.occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact;including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. ,Part'3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. o Check-this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from.Responsible Officer) Page 4 of 4 RECEIVED J UN 18 2025 APPLIC T/ TRANSACTIONAL D OCr-OME FORM ZONING BOARD OF APPEALS The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and emlolovees The purpose of .this form is to provide information which can alert the town of possible conflicts of interest and allow it to'take whatever action is necessary to-avoid same. I / YOUR NAME • •(Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit V Variance Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child) have a relationship with any officer or.employee of the Town of Southold? "Relationship" includes'by blood,marriage,or business interest. "Business interest" means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in w the town officer or employee owns more than 5%of the shares. YES NO If you answered "YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or-employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP f , ANA IM RODRWUEZ i NOTARY PUBLIC,STATE OF NEW YORK Submitted this d 9 of ,20Q S NO.01R06401972 QUALIFIED IN SUFFOLK-COUNTY 23,2027 Signature MY COk1M15S1 Print Name CL. t�t'a11 RECEIVED JUN 18 2025 AGENUREPRESENTATIVE TRANSACTIONAL DISCLOSURE FORNFONING BOARD OF APPEALS The Town of Southold's Code of Ethics prohibits conflicts of interest on the cart of town officers and employees The puroose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to-avoid same. YOUR NAME : (Last name,first name,m-ddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit .KOO' Variance Trustee Permit Change of Zone Coastal Erosion, Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling, parent,or child) have a relationship with any officer or employee of the Town of Southold? "Relationship" includes by blood, marriage,or business interest. "Business interest" means a business, including a partnership'.i which the town officer or.employee has even a partial ownership of(or.employment by)a corporation in ich the town officer or employee owns more than 5% of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town'of Southold Title or position of that person f ) -U Tq Describe the relationship between yourself(the applicant/agent/representative) and the town officer or employee. Either check the-appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that5% of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal orbeneficial owner of any interest'in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP ,�- �A M�OORE p NEv`I PORK Sub fitted t c a ,2 IC,STA NOZ y pN�D1 SMFFOL,, 0G 2027 Sig ture QUMF�DSN �,SD Print Name lr� Vl� v co i Board of Zoning Appeals Application RECEIVED JUN 2 U 2025 OWNER'S AUTHORIZATION (Where the Applicant is not the Owner) ZONING BOARD 0P AppEALS I, 1 \N)6A �f b residing at `1U o MU uI.1cX. (Print property owner's name) (Mailing Address) A!!�do hereby authorize (Agent) to apply for variance(s) on my behalf from the Southold Zoning Board of Appeals. By signing this document,the Property Owner understands that pursuant to Chapter 280- 146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a . subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration,grant an extension not to exceed three(3) consecutive one (1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. I U �44v-\—�� wner's Signature) (Print Owner's Name) v RECEIVED Town of Southold %`J JUN 18 2025 LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS ZONING BOARD OF APPEALS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. '*Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section -C, the preparer of this form should review the exempt minor'action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed .action will be evaluated' as to its significant' beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes", then the proposed action may affect the achievement of the LVW policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the .maximum extent practicable with the LVW policy standards and conditions. If an action cannot be certified as consistent with the LVW policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all .local libraries and the Town Clerk's office. B. DESCRIIPTION OF SITE AND PROPOSED ACTION SCTM# The Application has been submitted to (check appropriate response): Town Board M Planning Dept. . Building Dept. 0 Board of Trustees 1. Category of.Town of Southold agency action.(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital construction, planning activity, agency regulation,-land transaction) " a . (b) Financial assistance(e.g.grant, loan, subsidy) {c) Permit,approval, license, certification: Nature and extent of action: t t '1Lh C Location of action:— �Iuo Site acreage: REGEM I - Present land use: � jUN 2025 Present zoning classification: — ZONING BOARD OF,� 2. If an application for the proposed action has been filed with the Town of Southold agency, the folowing information shall be provided: (a) Name of applicant: ��, Q Air l (b). Mailing address: � bQX t 0 , -3 5 (c) Telephone number:Area Codep �` l (d) Application number, if any: Will the action b directly undertaken, require funding,or approval by a state or federal agency? Yes ❑ No If yes,which state or federal agency? DEVELOPED COAST.POLICY Policy 1. Foster a pattern of development in.the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III_Policies; Page 2 for evaluation criteria. Yes -No (Not Applicable-please explain) 1.trl r Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold.. See LWRP Section III—Po `ties Pages 3 through 6 for evaluation criteria Yes ❑ No (Not Applicable— please explain) ins n l Y�L 0 ram_. -- — ► i� V RECEIVED 003-_�- JUN 18 2025 Attach additional sheets if necessary ZONING BOARD OF-APPEALS Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria Yes [_� No d(Not Applicable—please explain e' , V7�' Ca cba C_:::�j�2 r Z Y I J Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pa 8 through 16 for evaluation criteria © o Yes No (Not Applicable—please explain) b J(Ni h y 4:1-1 N V k I L-11 h Attach additional theets if necessary _ Policy 5. Protect and .improve water quality and supply in the Town of Southold. 'See LWRP Section III —Policies PagrNo .(Not hrough 21 for evaluation criteria 0 Yes Applicable—please explain) ti` O 1 y- kjL Attach additional sheets-if necessary Policy 6. Protect and restore the quality and function, of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. 0 Yes F� No❑r (Not Applicable—please explain) n Cal b_c -._ — RECENEO (�uJ� 025 Attach additional sheets if necessary Policy 7. .Protect and improve air quality in-the Town of Southold. See LWRP.Section III - Policies Pages 32 through 34 for evaluation criteria. See Section III-.Policies Pages; 34 through 38 for evaluation criteria. Yes © No Not Applicable-please explain) h L�J Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous. substances and wastes. 'SeeLWRP Section III-Policies;'Pages 34 through 38.for evaluation criteria. 0 Yes ❑ No 1(N0t A plicab e- please explain) _ r �ef 7r-Cff 1 n 5t� PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III .Policies; )Pages 38 through 46 for evaluation criteria. GYell No 40t Applicable-please explain) P� Attach additional sheets if necessary WORKING COAST POLICIES RECEIVED 003:T- JUN 18 2025 Policy 10. Protect SouthoId's water-dependent uses and promote siting of new waj8RftW6W1WAOPEAL1S suitable locations. S LWRP Section III-Policies; Pages 4'1 through 56 for evaluation criteria. ❑ Yes ❑ No (Not Applicable-please explain) Attach additional sheets if necessary Policy 11. Promote sustainable use of living. marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III-Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No ' Not Applicable-please explain Vl Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III-Policies; Pages. 62 through 65 for evaluation criteria. ❑ Yes ❑ No Not Applica le-ple se explain c �- � Luc Attach additional sheets if necessary Policy .13. .Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; P" ges 65 through 68 for evaluation criteria. ❑ Yes ❑ No Not Applicable-please explain V AP' s■r• ! - 4 t.. • ,� f •� tw 1 � or` ` • ■ I Jk i • i • do • , +• f WA r r voR Department of KATHY HOCHUL STATE Environmental Governor Conservation SEAN MAHAR Interim Commissioner NO PERMIT NECESSARY WHITMIRE April 10, 2025 960 MARRATOOKA RD MATTITUCK, NY 11952 Re: WHITMIRE PROPERTY RECEIVED 960 MARRATOOKA RD MATTITUCK, NY 11952 IJUN 18 2025 SCTM #1000-11500-0900-008.001 Application #14738-05059/00001 ZONING BOARD OF APPEALS Dear Applicant: The Department of Environmental Conservation (DEC) has completed a review of your proposal to add new house and basement extensions. Based on the information you submitted, DEC has determined that the project is listed in the Tidal Wetlands Land Use Regulations (6 NYCRR Part 661.5#26) as a use not requiring a permit. Therefore, no permit is required under the Tidal Wetlands Act (Article 25) of the Environmental Conservation Law. Be advised, any additional work or modification to the project as described, may require DEC authorization. Please contact this office if such activities are contemplated. 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, Laura F. Star Permit Administrator cc: Traci's Permits BMHP File Division of Environmental Permits, Region 1 50 Circle Road, Stony Brook, NY 11790 1 dec.ny.gov I dep.rl@dec.ny.gov 1 (631)444-0365 BUILDING DEPARTP TOWN OF SOUTHOLD, ROUSING CODE INSPECTION REPORT Location 960 Marratooka Road, 14attituck �{7^ number & street Municipality �L It'll Subdivision Map No. Lot(s) Name of Owner(s) Donald Hildershiem i MEMO Occupancy R-1 Unoccupied r 1 8 2025 type owner-tenan Admitted by: Self Accompanied by: Self Key available Suffolk Co. Tax No. 115-9-8 ZONING BOARD OF APPEALS Source. of request Abigail A. Wickham bate May 14, 1980 DWELLING: Type of construction Wood Framed histories 2 Foundation Cement Block CellarPartial Crawl space Rest Total rooms, 1st. Fl 2 2nd. F1 3 3rd. F1 Bathroom(s) One. Toilet room(s) Porch, type Deck, type . Wood Patio, .type Breezeway Garage Utility room Type Heat Oil Warm Air Central Hotwater Fireplace(s) No. Exits Two Airconditioning Domestic hotwater Yes Type heater Electric Other I ACCESSORY STRUCTURES: Garage, type const. Storage, type const. Metal Swimming pool Guest, type const. Other 4 VIOLATIONS: Housing Code, Chapter 52 Location Description Arta Sec. t Outside Steps to Wood Deck III 52-30A Stairway Needs more stair rAjj2-27B i i i Remarks:Inspected 'by: C/���._. ,�_Date .of Insp. 6-27-80 Curtis Horton Time start 10:30 end 11:o0 - - TillableCARD STREET SUBL, S, OF BUILDING ES SEAS. VL. FA RM COMM. IND. CB.- misc. i JNA P. TOTAL i DATE REMARKS Acre 6 ` — ' Swampland Srushinnd JUN- HoUse Plot' � 4 40 900M can, zv' 74—E711 _q a ! dx� I I No- ll - qw- Im __T."Mmm? in- ;-471 ' ' 1 _77 n- ... ... J, .1,Z Won g', N zfli k, 0 IT- now Oil 1 CIA WAS Not of F C AEU /1 K) Won 151 oil SAW ZBA CHECK FEES - 2025 Funding Account-B2110.10 DATE NAME ZBA FILE# FEE CHECK# DATE SENT TO TCO 6/18/2025 Legendre-Worcester 8036 $750.00 1351 6/23/2025 6/20/2025 Traci's Permits for:WHITMORE 8037 $1,750.00 1116 6/23/2025 $2,500.00 RECEIVED J U N 2 5 2025 Southr,!d Tox,,an Clerk lwn of Southold r'.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 06/25/25 Receipt#: 341846 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 8036 $750.00 1 ZBA Application Fees 8037 $1,750.00 Total Paid: $2,500.00 Notes: Payment Type Amount Paid By CK#1116 $1,750.00 Traci's, Permits Inc. CK#1351 $750.00 Twin Forks Permits, LLC Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Traci's, Permits Inc. 363 Terryville Rd Terryville, NY 11776 Clerk ID: JENNIFER Internal ID:8037 z BOARD MEMBERS *rjF SUUj Southold Town Hall Leslie Kanes Weisman, Chairperson ,`O l0 53095 Main Road•P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert,Jr. y Office Location: Nicholas Planamento • �OQ Town Annex/First Floor Margaret Steinbugler �lij'COU 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS September 23, 2025 TOWN OF SOUTHOLD Tel. (631)765-1809 Traci Rivera-Renna 363 Terryville Road Terryville, NY 11776 Re: ZBA—#8037 Whitmire 960 Maratooka Road, Mattituck SCTM No. 1000-115-9-8.1 Dear Ms. Rivera-Renna; Transmitted for your records is a copy of the Board's September 18, 2025, Findings, Deliberations and Determination, the original of which was filed with the Town Clerk regarding the above variance application. Please be sure to submit an application along with a copy of the attached determination to the Building Department. �.� > F7 I St '�✓ (r���rre Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration,grant an extension not to exceed three(3) consecutive one (1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals If you have any questions, please call our office. Sincerely, Kim E. Fuentes Board Assistant Encl. cc: Building Department TRAC19SI t PERMITS Onecall2tray is real estate in a different way! 363 Terryville Rd Terryville, NY 11776 (631)492-0927 TRACI@TRACISPERMITS.COM November 12, 2025 Whitmire Residence 960 Maraooka Rd 0 Mattituck Ny 11952 p25 0, oid Attention: Zone Board of Appeals: As requested the attached 2 sets of signed sealed plans along with surveys. Regards, Traci G. Rivera-Renna f � 0 > -0 0 Z N Traci's Permits Inc. www.tracispermits.com M Schedule a Call: calendly.com/tracispermits ,5P Facebook: facebook.com/tracispermits I + Instagram: @tracispermits Fuentes, Kim From: Traci Rivera-Renna <traci@tracispermits.com> Sent: Wednesday,October 29, 2025 11:00 AM To: Fuentes, Kim Cc: Sakarellos, Elizabeth;Westermann, Donna Subject: [SPAM] - Re:ZBA#8037 Whitmore Attachments: 960 Maratooka Rd. Matituck Narrative .pdf Hello, I have attached the narrative. Please review and let know if this will suffice. Thankyou! Traci Rivera-Renna Founder X (631) 492-0927 www.tracispermits.com On Wed, Oct 29, 2025 at 10:08 AM Traci Rivera-Renna <traci tracispermits.com>wrote: Hello, I've sent these out to print and will have it filed asap. j Just to confirm 2 sets of prints And 2 surveys stamped? TY Traci Rivera-Renna Founder X (631) 492-0927 www.tracispermits.com i On Wed, Oct 29, 2025 at 9:20 AM Fuentes, Kim <kim.fuentescatown.southold.ny.us>wrote: i Hi Traci, i i i Please submit two (2) full sized dated, signed and sealed site plan and architectural plans showing the corrections and be sure to indicate "Revision Dates" on all plans. Thank you. i 1 RACI S ® ERMITS Onecall2tray is real estate in a different way! 363 Terryville Rd Terryville, NY 11776 (631)492-0927 TRACI@TRACISPERMITS.COM October 29, 2025 Whitmire Residence 960 Maraooka Rd Mattituck Ny Proposed Work: 1st story addition 47 sf, 2 story addition 95 sf, 4' drywell for extension, 1 story basement extension 56 sf, 56 sf. Of deck to be removed New basement ...56 sf New first floor..142 sf New 2nd floor..95 sf Proposed interior alterations Proposed finished basement 800 sq. ft. include laundry area and gym Traci's Permits Inc. www.tracispermits.com _,` "7i Schedule a Call: calendly.com/tracispermits ,P Facebook: facebook.com/tracispermits Instagram: @tracispermits Fuentes, Kim From: Fuentes, Kim Sent: Wednesday, September 24, 2025 8:42 AM To: 'Traci Rivera-Renna' Cc: Sakarellos, Elizabeth;Westermann, Donna Subject: Re:ZBA#8037 Whitmire - see attached Attachments: whitmire_20250924082824.pdf Hi Traci, Comparing the site plan received September 11, 2025, to the prior submission, please note that there is a discrepancy relating to the proposed additions. The revised site plan should also be dated, signed and sealed. Thank you. Kim E. Fuentes Board Assistant Zoning Board of Appeals Coordinator, Historic Preservation Commission Town of Southold 631-765-1809 lzim& outholdtownny.goy Location: 54375 Main Road Mail:P.O. Box 1179- Southold, NY 11971 IlUPORTANT: All surveys/site plans and architectural/engineered plans submitted to this office shall be dated, signed and sealed. We will only accept revised surveys/site plans and engineeredlarchitectural plans that indicate a revision date, and are signed and sealed by the design professional. From:Traci Rivera-Renna<traci@tracispermits.com> Sent:Tuesday,September 23, 2025 3:01 PM 1 1 - Fuentes, Kim From: Fuentes, Kim Sent: Monday, September 22, 2025 3:47 PM To: 'traci@tracispermits.com' Cc: Sakarellos, Elizabeth;Westermann, Donna Subject: ZBA#8037 Whitmire Hi Traci, We are waiting for the ZBA decision to be recorded by the Town Clerk before issuing same to you. Please note: the site plan received on September 11, 2025 prepared by Greentree, Architecture and Design is incorrect. Please correct and have the design professional date, sign and seal two originals. Thank you. Kim E. Fuentes . Board Assistant Zoning Board of Appeals Coordinator, Historic Preservation Commission Town of Southold 631-765-1809 kim&a southoldtownny.gov Location: 54375 Main Road Mail:P.O. Box1179 Southold, NY 11971 BRORTANT: All surveys/site plans and architectural/engineered plans submitted to this office shall be dated, signed and sealed. We will only accept revised surveys/site plans and engineered/architectural plans that indicate a revision date, and are signed and sealed by the design professional. To: Fuentes, Kim<kim.fuentes@towr,.suuthold.ny.us> Subject: [SPAM] - Re: ZBA#8037 Whitmire Kim, I am sorry but the site plan?? what is needed as they need more clarification? Thank you! Traci Rivera-Renna Founder T RACI'S PERMITS>`` (631) 492-0927 www.tracispermits.com On Mon, Sep 22, 2025 at 3:47 PM Fuentes, Kim <kim fuentesCcbtown.southold.ny.us>wrote: Hi Traci, i I i i j We are waiting for the ZBA decision to be recorded by the Town Clerk before issuing same to you. i i Please note: the site plan received on September 11, 2025 prepared by Greentree Architecture and Design is incorrect. Please correct and have the design professional date, sign and seal two originals. Thankyou. r i Kim E. Fuentes Board Assistant Zoning Board of Appeals Coordinator, Historic Preservation Commission Town of Southold 2 TRACI S41-- ,01 ERMITS qW, Onecall2tray is real estate in a different way! 363 Terryville Rd Terryville, NY 11776 (631) 492-0927 TRACI@TRACISPERMITS.COM September 9, 2025 &31 Reeeived RE: Whitmire Tax Map #1000115000900008001 SEP 11 2025 21W111 1 9 ✓l aro or Appeals To whom it may concern, Attached are the revised plans and plot plan including the dry well in connection with hearing#8037 on Thursday, September 4, 2025 Thank you, Traci Rivera-Renna Founder Traci's Permits Inc. Traci's Permits Inc. I www.tracispermits.com ;T Schedule a Call: calendlv.com[tracispermits ,+�f' Facebook: facebook.com/tracispermits I # Instagram: @tracispermits TOWN OF SOUTHOLD V�Of fl/1 ZONING BOARD OF APPEALS Appeal No. SOUTHOLD, NEW YORK AFFIDAVIT OF In the Matter of the Application of: MAILINGS (Name of ,Applicant/Owner) SCTM No. 1000- (Address of Property) (Section, Block& Lot) COUNTY OF SUFFOLK STATE OF NEW YORK I, ) Owner, ( 6Agent r Q (' I residing at T —New York, being duly sworn, deposes and says that: t On the _day o 4 ST , 2( 5, I personally mailed at the United States Post Office in I r/,� ,New York, by CERTIFIED MAIL, RETURN RECEIPT REQUESTED, a true copy of the attached Legal Notice in Prepaid envelopes addressed to current property owners shown on the current assessment roll Verified from the official records on file with the ( ) Assessors, or ( ) County Real Property Office, for every property which abuts and is across a public or private street, or vehicular right-of-way of record, surrounding the applicant's property. (Signature) worn to before e this `�`� 1 day of _ , 2 �vkl!v" 9�z (Notary Public) PLEASE list on the back of:this Affidavit or:on a sheet o aper, the lot numbers next to the owner names and addies'ses:-for�,which notices.were mailed. All original USPS receipts and'ixiailing confirmations to be submitted to the ZBA Office along with this form completed, signed and notarized: i TOWN OF SOUTHOLD �I ` ZONING BOARD OF APPEALS SOUTHOLD, NEW YORK AFFIDAVIT OF In the Matter of the Application of: POSTING (Name of Applicants) COUNTY OF SUFFOLK STATE OF NEW YORK 1, - r./ residing at 54-3 / ,0// 0 New York, being duly sworn, depose and say that: I am the ( ) Owner or gent for owner of the subject property On the day of , 20 , I personally placed the Town's nOfficial Poster on subject property located at: �bcl �Iff The poster shall be prominently displayed on the premises facing each public or private street which the property involved in the application or petition abuts, giving notice of the application or petition, the nature of the approval sought thereby and the time and place of the public hearing thereon. The sign shall beset back not more than 10 feet from the property line. 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(https://faq.usps.com/s/article/Where-is-my-package) Text & Email Updates u USPS Tracking Plusi@ u Product Information u See Less Track Another Package https://tools.uses.com/go/TrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=9589071052702938099672%2C 1/2 9/2/25, 10:18 AM USPS.com®-USPS Tracking®ResultQ ALERT: IMPACTS OF SEVERE W__ __HER IN THE SOUTHERN PLAINS AN__ -OWER MISSISSIPPI... USPS Tracking FAQs > Tracking Number: Remove X 9589071052702938099689 e® ®- . - o Copy Add to Informed Delivery (https://ii o �hintt i tuck i "NY' 11952 co Certified Mail Fee Jv 1 Q" Extra Sees,,Fees(check box,add lea appro -eteJ �r eturn Rerviccelpt(h.rdcopy) $ Latest Update ru ❑R IJ,ry e � [I Return Receipt(electronic) $ $jU �u Postmark ❑Certified Mail Restricted Delivery $ I_t o l ll_I Here Your item was delivered to an individual at the adc „ ❑Adult Signature Required $---$f:f _ ❑Adult Signature Restricted Delivery$ 11952. 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Is delivery address different from item 1? ❑Yes If YES,enter delivery address below: ❑No Text & Email Updates j 1000-115-9-9 HINES;DAMES & LIPANI LAURA. 620 SIGSBEE RD USPS Tracking Plus® , MATTITUCK, NY 11952 ll Ililll I'll III I II Ill II I llll I I l I Il I IIIIII l�Il 3. 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Get More Out of USPS Tracking: USPS Tracking Plus® I Moving Through Network In Transit to Next Facility September 1, 2025 Arrived at USPS Regional Origin Facility NEW YORK NY DISTRIBUTION CENTER August 31, 2025, 9:08 pm i Return to Sender SOUTHAMPTON, NY 11968 August 29, 2025, 8:12 am Departed USPS Regional Facility MID NY DISTRIBUTION CENTER August 28, 2025, 7:48 pm https://tools.uses.com/go/TrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=9589071052702938099887%2C 1/2 9/2/25, 1:16 PM USPS.com®-USPS Tracking®Results Arrived at USPS Regional Facil MID NY DISTRIBUTION CENTER August 27, 2025, 8:06 pm 7� Departed Post Office FARMINGVILLE, NY 11738 August 27, 2025, 5:02 pm USPS in possession of item FARMINGVILLE, NY 11738 August 27, 2025, 4:35 pm Hide Tracking History What Do USPS Tracking Statuses mean? 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L,w'J,{'N'^ •� �,w vy 1 1 :"YMry IT 14f A •.r i CL Glu /' mv1. r ' • �:r ,�• '� �✓ �� ",i�'.,, ��„ w I r "v: �� � ' ;• / .�. rest' ��•� T � ,� '� �� 14, r "'f .�T 46 .. .- ';` ..�* '+i' tik� fi ♦Nr r^aa^F. � Shy ,( 1 9 im ,ru IW � '4 vP+ � y' ' aR�1r ). �, _ � ..'--a„• r �,,,,♦,...«. ��..-a..� � jiil� 14 pill FPS 177 f � F Y + �; -•.s Il if. fir'• .4. t 7:a 7 .-/':; , * k l iM.SPY�li•9�LC J�nt :t _ p •}r. t .f��.6`r+'1 is.K y ` r�� F i M � r, / k,� l•. •h i v i�- �M1 rti SUFFOLK COUNTY r- LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY,SEPTEMBER 4,2025 at 10:00 AM Ti PUBLIC HEARINGS NOTICE IS HEREBY GIVEN,pursuant to Section 267 of the Town Law and Town Code Chapter 280(Zoning),Town of Southold,the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall,53095 Main Road,Southold,New York 1 1 971-09 59,on T-8QP DAY,_S.EPTEMQER4�2025: The public may ALSO have access to view,listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. Additionally,there will be a link to the Zoom Webinar meeting at http:// southoldtownny.gov/calendar.aspx. 10AQA.M.`9+1$S'a PR4PEfiTjES LL00032 -Request for Variances from Article III,Section 280-13C;Article III,Section 280-15;and the Building Inspector's April 28,2025 Notice of Disapproval based on an application for a permit to construct an accessory artist studio structure;at 1)located in area other than the code required rear yard;2)the proposed use in the accessory building is not a permitted accessory use;located at:38015 Route 25,Orient,NY.SCTM No. 1000-15-2-15.7. 10:10 A.M.-MARIA POUBOURIDIS TRUSTEE#8043_-Request for an Interpretation of Article III,Section 280-13A and Building Inspector's April 10,2025 Notice of Disapproval based an an application for a permit to demolish(as per Town Code definition)and reconstruct an existing cottage;at 1)determine the Town Code definition of demolition as it pertains to non-permitted reconstruction of a cottage; located at:2720 Sigsbee Road,Mattituck,NY.SCTM No.1000-126-5- 13. 10:19 A.M-=_MARIAP_O-UB.OUf31D1.S_TRUST_EE_#8034--Request for Reversal of the Building Inspector's April 10,2025 Notice of Disapproval based.on an application for a permit to demolish(as per Town Code definition)and reconstruct an existing cottage;at 1) cottage not a permitted use;located at:2720 Sigsbee Road,Mattituck, NY.SCTM No.1000-126-5-13. >.020 A.M .._ANTHO_N-Y_J_AND_JOANNE C.OLLETTA-Jf8.033--Request for Variances from Article XXIII,Section 280-124;Article XXXVI, Section 280-207A(b);and the Building Inspector's May 28,2025 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling;at 1) less than the code required minimum front yard setback of 40 feet;2) gross floor area exceeding permitted maximum square footage for lot containing up to 40,000 square feet in area;located at:1657 Meadow Beach Lane,(Adj.to Halls Creek)Mattituck,NY.SCTM No.1000-116- 4-15. 10.40 A M CINCHSURE LLC HOWARD M.BOVILLE MEMBER#8039 -Request for Variances from Article III,Section 280-15;Article XXII, Section 280-104C(i);and the Building Inspector's May 13,2025 Notice of Disapproval based on an application for a permitto legalize"as built"accessory pergola,shed and patio;at 1)both"as built"shed and pergola are less than the code required minimum side yard setback of 15 feet;2)"as built"patio is projected less than four feet of a property line;located at:1025 Great Peconic Bay Blvd,Laurel.NY.SCTM No. 1000-129-1-5.2. 1:00 P.M.-YASMINE LEGENDRE AND COREY WORCESTER#8036 -Request for a Variance from Article III,Section 280-15;and the Building Inspector's May 21,2025 Notice of Disapproval based on an application for a permit to construct a two story garage accessory to an existing single family dwelling;1)located in other than the code permitted rear yard;located at:4355 Aldrich Lane Ext.,(Adj.to the Long Island Sound) Mattituck,NY.SCTM No.1000-112-1-13. i;lp_P,M,_c_W_ILL..IANI_T_._AND Et�I.CrA�..WHITMI.RE NIMU_-Request for Variances from Article III,Section 280-15;Article XXIII,Section 280- 124;and the Building Inspector's May 30,2025 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling and to legalize"as built"accessory shed;at 1)proposed construction is less than the code required minimum rear yard setback of 50 feet;2)"as built"shed is less than the code required minimum rear yard setback of 10 feet; located at:960 Marratooka Road,Mattituck,NY.SCTM No.1000-115- 9-8.1. L-20 P.M._..-_7-Q$..0. 48,LLC.,_ULSTER.FARMS.,LLC#8009SE - (Adjourned from August 7,2025)Request for Special Exception pursuant to Article IX,Code Section 280 41 B(2)of the Southold Town Code,and the Building Inspectors February 14,2025 Notice of Disapproval,to allow and construct two buildings to be used for September 4, 2025 ZBA Legal Notice ( Page 2 of 3 contractor businesses;located at 705 County Road 48,Mattituck,NY. SCTM#1000-113-12-13. The Board of Appeals will hear all persons or their representatives,desiring to be heard at each hearing,and/or desiring to submit written statements before the conclusion of each hearing.Each hearing will not start earlier than designated above.Application Files are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals(ZBA)\ Board Actions\Pending.Link: http://24.38.28.228/Web Li n k/Browse. aspx?Id=935072&dbid=0&repo=TownOfSouthold Please note the last date to submit written comments to this office will be the Friday prior to the public hearing.Afterwards,documents will not be accepted by this office,but can be submitted to the Board Members during the public hearing. If you have questions,please telephone our office at(631)765-1809,or by email:kimf@southoldtownny.gov. Dated: August 21,2025 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN,CHAIRPERSON By:Kim E.Fuentes 54375 Main Road(Office Location) P.O.Box 1179,Southold,NY11971-0959 September 4, 2025 ZBA Legal Notice Page 3 of 3 See Proof on Next Page AFFIDAVIT OF PUBLICATION The Suffolk Times PO Box 1500, Mattituck, NY 11952 (518) 730-4551 State of Florida, County of Broward, ss: I,Anjana Bhadoriya, of lawful age, being duly sworn upon oath depose and say that I am an agent of Column Software, PBC, duly appointed and authorized agent of the Publisher of The Suffolk Times, a Weekly newspaper of general circulation, printed and published in Mattituck, Suffolk County, New York, designated by the County Clerk of Suffolk County as a newspaper of record;that the publication, a copy of which is attached hereto, was published in the said newspaper on the following dates. Publication Dates: • Aug 28, 2025 Notice ID: shmHY6PfUked6gtO5HIQ Notice Name: September 4, 2025 ZBA Legal Notice Publication Fee: $179.99 f�jana BL+adorya A sEAs�� Agent t. VERIFICATION State of Florida County of Broward Signed or attested before me on this:09/04/2025 V 1 � Notary Public Notarized remotely online using communication technology via Proof. September 4, 2025 ZBA Legal Notice Page 1 of 3 BOARD MEMBERS ��0f SO(/j�o Southold Town Hall Leslie Kanes Weisman, Chairperson ,`O 01 0 53095 Main Road•P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert, Jr. N 4W Office Location: Nicholas Planamento • �OQ Town Annex/First Floor Margaret Steinbugler Olif'C�U 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, SEPTEMBER 4, 2025 at 10:00 AM PUBLIC HEARINGS NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code Chapter 280 (Zoning), Town of Southold, the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall, 53095 Main Road, Southold, New York 11971-0959, on THURSDAY, SEPTEMBER 4, 2025 The public may ALSO have access to view, listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. There will be a link to the Zoom Webinar meeting at http://southoldtownny.gov/calendar.aspx. 1:10 P.M. -WILLIAM T.AND ERICA J.WHITMIRE #8037—Request for Variances from Article III, Section 280-15;Article XXIII, Section 280-124; and the Building Inspector's May 30, 2025 Notice of Disapproval based on an application for a permit to construct additions and alterations to.an existing single family dwelling and to legalize "as built" accessory shed; at 1) proposed construction is less than the code required minimum rear yard setback of 50 feet; 2) "as built" shed is less than the code required minimum rear yard setback of 10 feet; located at: 960 Marratooka Road, Mattituck, NY. SCTM No. 1000-115-9-8.1. The Board of Appeals will hear all persons or their representatives, desiring to be heard at each hearing, and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals (ZBA)\Board Actions\Pending. Link: http://24.38.28.228:2040/wehlink/Browse.aspx?dbid=0. If you have questions, please telephone our office at(631)765-1809,or by email: kimf@southo/dtownny.gov. Dated: August 21, 2025, ZONING BOARD OF APPEALS LESLIE KANES WEISMAN, CHAIRPERSON By: Kim E. Fuentes 54375 Main Road (Office Location) 53095 Main Road (Mailing/USPS) P.O. Box 1179 Southold, NY 11971-0959 r _ ®�®gaFFO(4C ®(% Town Hall Annex, 54375 NYS Route 25 P.O.Box 1179 x Southold,New York 11971-0959 ®� • ®� Fax(631) 765-9064 ZONING BOARD OF APPEALS DATE: August 4, 2025 RE: INSTRUCTIONS FOR PUBLIC HEARING Dear Applicant; The September 4, 2025 Zoning Board of Appeals Regular Meeting will be held BOTH in person in the Town Hall Meeting Room at 53095 Main Road, Southold AND via video conferencing (Zoom Webinar), and a transcript will be provided at a later date. The public will have an opportunity to see and hear the meeting live, and make comments. Below, please see irist"ru'�cti�ons required"to`prepare'for,�the ZBA pubh`c�h'e'"aring which'inclu'des PLEASE RdEAD CRE�FU6I�LY: 1. Yellow sign to post on your property a minimum of seven(7) days prior to your hearing,to be placed not more than 10 feet from the front property line (within your property) bordering the street. If you border more than one street or roadway, an extra sign is supplied for posting on both street frontages. Posting should be done no later than August 28, 2025. To avoid weather damage to your sign please affix it to a sturdy surface such as plywood. If your sign is damaged please call the office and we will provide you with another one. Prior to your public hearing, members of the Board of Appeals will each conduct a personal inspection of Your property.If a Board member reports that there is no signage visibly on display as required by law,your scheduled hearing will be adjourned to a later date to ensure compliance with Chapter 55-1 (B) 1 of the Town Code. 2. SC Tax Map with property numbers. 3. Legal Notice of in person meeting,as well as video conferencing. Instructions for participation will follow, and will be posted on the Town's Website under the meeting date, and the Legal Notice section of Suffolk Times Newspaper. 4. Affidavits of Mailings and Posting to be completed by you, notarized, and returned to our office along with the mailing receipts and green cards by August 28,2025, verifying that you have properly mailed and posted. Please attach a photograph of the posting on your property with your affidavit of posting. 5. Instructions for Laserfiche/Weblink to view application. MAILING INSTRUCTIONS: Please send by the following documents to all owners of property (tax map with property numbers enclosed)vacant or improved, which abuts and any property which is across from any public or private street. Instructions for ZBA Public Hearing Page 2 Please mail documents to the legal mailing address. (as on file with Southold Town Assessors Office) Mailing to be done by August 18, 2025. a. Legal Notice informing interested parties of meeting being conducted IN PERSON and via video conferencing. (Enclosed) A WEBLINK to the meeting will be'provided on the Town's Website under the date of the meeting. b. Your Cover Letter which should include your contact information, date and time of hearing, procedures for submitting written comment via email or USPS to our office. Recipients should be able to contact you for additional information. Furthermore, if recipients need to contact the ZBA staff,they may telephone 631-765-1809 or email us at kimf@southoldtownny.gov or elizabeth.sakarellos(c�r�,town.southold.ny.us c. Instructions for Laserfiche/Weblink to view all pending applications. (Enclosed) Link to view pending applications: http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0. d. Survey or Site Plan depicting"as-built" and proposed improvements requiring ZBA relief. The Town's Laserfiche/Weblink files provides both location addresses and mailing addresses in their current Assessment Roll listing. (See Link Below). Also,the Town Assessor's Office can be reached at 631-765-1937. Contact us via email or by phone if you need further assistance. TownOfSouthold>Assessors>Assessment Books/Tax Rolls> https://southoldtownny.gov/DocumentCenter/View/11008/tentroII2025-1 I MMIAWTAANT I1N,STRi7CTrIONS �` �`" °s: � e _ _ 4 4'°'i s'f'.a � "� � � b w`3.. � �X•tTC,,,� F rre�: � �..%# Scan and email theYiyTS'PS ma�i�lmg receipts, green signa�tu�re cards and affdavits�;to kim=f "%soutloldtownpny. ov, and *'*.PROMiP�T4LY io11S�PS MAhL** the ORiIGI,N_ALS�to theTown ofSoufhold, ZBA, P.® ABox 1179, Southold, NAY_ 1197t1. A. Please note that without your mailing receipts, the ZBA will be prevented from conducting your hearing,pursuant to Chapter 55 of the Southold Town Code and New York State Law. Please note that you or your representative are required to attend. If you or your representative are not present, the hearing will be adjourned to the next available hearing date. Please be reminded that New York State Law requires the ZBA to follow the above specific policies. If for any reason,you are unable to prepare for your public hearing as instructed, please let us know. ***PLEASE NOTE*** : THE LAST DAY TO SUBMIT WRITTEN DOCUMENTS TO THIS OFFICE FOR THE BOARD MEMBERS WILL BE THE FRIDAY PRIOR TO THE PUBLIC HEARING. AFTER THAT, NO DOCUMENTS WILL BE ACCEPTED BY THE OFFICE BUT CAN BE SUBMITTED TO THE BOARD MEMBERS AT THE PUBLIC HEARING. Kim E. Fuentes—Board Assistant Laserfiche Instructions for Zoning Board of Appeals Records (6/16/2025) SOUTHOLD SOCIAL NIEDLA yoo� se,�cn 4 Governmen Services isitin ll Fiow Do L.. Notify Me® Ma i Agendas do Town Code online Payments Town Records Forms # Sign up to receive - Minutes -Easily pay Your bills 'WeblinkfUseffiche FonnVApplieations" Above: Homepage, Click on Link"Town Records" Weblink/Laserfiche Instructions to search Pending Applications: • Click "Town of Southold". • Click "ZBA". • Click "Board Actions". • Click "Pending" Or the below URL address will take you directly to Board Actions. http•//24 38 28 228/WebLink/Browse.aspx?id=935072&dbid=0&repo=TownOfSo uthold i NOTlt . E UF HEARING The following application will be heard by the Southold Town Board of Appeals at Town Hall, 53095 Main Road, Southold The application will ALSO be available VIA ZOOM WEBINAR - Follow pink - httpo.//southoldtownny.gov/calendar.aspx NAME : WHITMIRE , WILLIAM & ERICA #8037 SCTM #: I 000= 11 5 19 8M 1 ' VARIANCE: YARD SETBACKS REQUEST: CONSTRUCT ADDITIONS AND ALTERATIONS TO EXISTING SINGLE FAMILY DWELLING AND LEGALIZE "AS BUILT" ACCESSORY SHED EATEmm THURS ., SEPT. 412025 1 : 10 PM You may review the file(s) on the town's website under Town Records/Weblink: ZBA/ Board Actions/ Pending. ZBA Office telephone (631 ) 765-1809 i A, � 0,� CIO SYMBOL LEGEND \�` ❑ � �� �� <�z� Q MONUMENT FND z LL/ w Q s 0 3 z a`Z d I.P. /LB. FND ll ` o o Q m I.P. /I.B. SET 0 p _j f w SPOT ELEVATIONS ! 41 C) ai CT)-) UTILITY POLE GUY WIRE L _., VIN<� o -g1 UTILITY POLE WAIGHT d�0� � LANDWk2D LIMITS OF TIDAL WcTLANOS, 6�w j LIGHT POLE .'l"(� FLAGtED BY COLE ENVIRONMENTAL �3- i SIGN 7� ] SERVICES ON 10/31/24 F � U FIRE HYDRANT G C ® { 3 w PVC FENCE (PVC) TAX LOT fS STOCKADE FENCE(STK) X— CHAIN LINK FENCE (CLF) —•— WIRE FENCE © MANHOLE " { 1 C o M 'A"-INLET • { 1 Q ° -B'-INLET PWF 146.50 GEED) 1 ® YARD INLET 13.3' S84°49'30"E-- ' 1 ; ` N � f47.67 XTUAL ® YARD INLET A/C UNIT 6' CHAIN LIN FEN.0 6 _ PVC _ k L9 ELECTRIC METER +C of FEN -0 {J GAS METER x S 3.5' z z 1 12.0' FEN ® WATER METER FEN 3.5' X z DI'�AP WOOD 1 , „` Z $ B pd GAS VALVE Q. 0•¢ 6' CHAIN z w RET. WALL 1 \W q WATER VALVE o` *. LINK FEN. �' N } i > •d o * TEST HOLE a TREE SHRUB _ OH —OH OH OH - - OH OH 0 BOLLARD ?'Z 16.5' p 1 r V/J o A WETLAND FLAG Y r�i EOC ' ::3 o Z 8 D.C. DEPRESSED CURB FE. FENCE " Z 'r 913.4! 0 y a ; N z MAS. MASONRY {++ •` O Q PLAT. PLATFORM 5 g } U :r 5.T;✓ 2 STORY -9.3' W.W. WINDOW WELL 25•O, o FRAME B/W BAY WINDOW =v , 00 � .$UILDHdG { C/E CELLAR ENTRANCE - 960 to EOC 1 ] m 5.9 .9. . _ O/H OVERHANG W 32.11 h {";,;':,, a ASPHALTDIRIVEWAY 1 O S .-a' R/O ROOF OVER SHD °° ;. W/BLCK; CURB a ► , LANDWARD LIMITS OF TIDAL WETLANDS, o CANT. CANTILEVER ow 4.3 � 25.T� v� G.O.L. GENERALLY ON LINE ' ti 1 0 CROSS CUT * CO C. {0 �c �� ,; ¢ / t" (n 2 s a FLAGGED BY COLE ENVIRONMENTAL O 9.5' � �K + � w STAKE S6CK.. 12.0' C33 RF /I �.`�1' SERVICES ON 10/31/24 o 04 ON LINE w x o � °�:5 ao 3;' r! 5 C"� / �1 W o v R.O.W. RIGHT OF WAY II _ f' ` A , „ w SHO PROPOSED EXTENSION 3 PROPOSE L o pF o 145 S.F. W BASEMENT y a c EXTENSION ,;. >"' ✓ 8 '{C ASPHALT DRIVEWAY W f BLOCK CURB ti S 1( ARBOR wo A 3.1?t EOC wALiEL -- „ .,�I+ALt DRItrEWAv N Q W 3t .. 2 cuw •. ,:4%i°•Fs -. "",Y*•�..,- .� ,.u. ..s ✓w.4. I .... ,gq",'.furt+rv,..rrta, x kt'Y.s..e. .: — . .- .... .-..,.,f...wrvw,,.-+nu.mc ..�Y«.„k•• -r rir rm�.'.mw....s.,e+ , ,. ,. ".eF'?.mr+:as,,. ....,,... ..t+,^. - _ ,. 3 ... r- 1 i f ., Q - .r*,. x EOC ,,;�" ► O g z O = W _ w v �' O 1 N v E21 p TAX LOT 8.1 q ti µ j 4 Z O h! � a "� O s� to o O i cL In Q O 3oz 1 " 1 Q Ln 04 0 w o CLF ; 4 ' dUJ U z " x 4.8' \ 1 �� O ��Q� ia, P M PWF 203.97' SHD SHD "N84°49'330' `, o V�I � o o;o 4.2'� PIO-671 12.8' Q t� Zw .gn O a 0 �W g 1 1 oo �; TAX LOT 9 1 Of C'I gw�� � o z © Q'Y � =z oa��L• Wm LL o� a p>- m 11 O� • , LL_ <W z Z If ow O� O <Y Q O p � �s of �v zUsi� m wz ' w to ° O0 O Na�yyW FI� a �1 LL soz�ag GRAPHIC SCALE '� 1 iU oo gW 20 0 10 20 LOT CLEARING AREA NOW OR FORMERLY EVELYN AUDION 25 � LOT AREA X ,890.50 S.F. 0.59 AC. Zw'w� 15,897.02 SF,CLEARED 25,890.50 S.F. E I o o ` 1 WUSw IN FEET 61% LOT CLEARED 0.59 AC. W 1 W i inch = 20 ft. 2 02 14 2025 PROPOSED SURVEYmc JTS 1 11 22 2024 UPDATE SURVEY MC JTS 1 F w 4 REV DATE DESCRIPTION BY CHK . 3 BOARD MEMBERS ���� sot/jy® Southold Town Hall Leslie Kanes Weisman, Chairperson ,`O �� 53095 Main Road• P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert, Jr. Office Location: Nicholas Planamento • a0 Town Annex/First Floor Margaret Steinbugler COU 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD November 19, 2025 Tel. (631) 765-1809 Traci Rivera-Renna 363 Terryville Road Terryville,NY 11776 Re: ZBA—Application#8037, Whitmire 960 Maratooka Road, Mattituck SCTM No. 1000-115-9-8.1 Dear Ms. Rivera-Renna; Transmitted for your records is a copy of the Board's September 18, 2025, Findings, Deliberations and Detennination, the original of which was filed with the Town Clerk regarding the above variance application. Please be sure to submit an application along with a copy of the attached determination to the Building Department. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk, within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1) year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the dcmdal by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application.with public hearing before the Board of Appeals. If you have any questions, please call our office. Sincerely Ki E. Fuentes Board Assistant Encl. cc: Building Department 202O NYS RESIDENTIAL CODE GENERAL CONDITIONS SITE PLANAL CONCRETE WORK (R402-R407) CLIMATIC&GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) 1. ALL CONCRETE WORK SHALL COMPLY WITH THE SPECIFICATIONS AND THE FOLLOWING STANDARDS EXCEPT THIS VIEW IS USED FOR SCHEMATIC SITE DATA: ) GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE FLOOD AIR WHERE MORE STRINGENT REQUIREMENTS SHOWN OR SPECIFIED SHALL GOVERN: PURPOSES ONLY AND SHALL NOT BE SNOW DESIGN DESIGN SHIELD HAZARD FREEZING USED FOR CONSTRUCTION. PROPERTY OWNER TYLER&ERICA WHITMIRE LOAD SPEED(mph) CAT. WEATHERING FROST TERMIITE DECAY TEMP. REQ'D. INDEX ACI 301 „SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" LATEST REVISION. PROPERTY ADDRESS 960 MARRATOOKA RD MATTITUCK, NY ARCHITECTURE+ DESIGN, P.C. -1500 OR ACI 302 GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION LATEST REVISION. 45 130 C SEVERE 36" M-H S-M 11 YES ZONE XLESS ACI 311 "RECOMMENDED PRACTICE FOR CONCRETE INSPECTION" LATEST REVISION. S.C.T.M. NUMBER 1.000-115,00-09.00-008.001 USE&OCCUPANCY CLASSIFICATION: SINGLE FAMILY RESIDENTIAL ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" LATEST REVISION. CONSTRUCTION CLASSIFICATION TYPE V-B ACI 347 "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK" LATEST REVISION. CURRENT ZONE R-80 TYPICAL CODE REQUIREMENTS: CONCRETE REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD PRACTICE" LATEST REVISION. FLOOD ZONE ZONE X -ALL INTERIOR AND EXTERIOR WALL COVERINGS ARE TO BE INSTALLED IN ACCORDANCE WITH SECTIONS R702.1, R702.3 AND ACI 305, 306 "MIXING AND PLACING OF CONCRETE DURING HOT AND COLD WEATHER" LATEST TABLE 702.3.5 AND 703.4 (SEE WINDLOAD SHEETS). REVISION. N 15°46P „ WORK DESCRIPTION RENOVATION TO EXISTING RESIDENCE AND -ALL INSULATION TO BE INSTALLED AS PER AND MEET THE REQUIREMENTS OF SECTION R320. 3O E REAR AND SIDE EXTENSIONS -ALL INTERIOR FINISHES SHALL BE FIRE RATED AS PER SECTIONI R320. 2. BASEMENT, FOUNDATION, EXTERIOR WALLS & OTHER VERTICAL CONCRETE SHALL HAVE A COMPRESSIVE ^ -ALIGN ALL RAFTERS OVER STUDS. STRENGTH OF 3000 PSI 0 28 DAYS. PORCHES, CARPORTS & GARAGE CONCRETE SLABS SHALL HAVE A MAIN STRUCTURE -ALL WALL FRAMING TO COMPLY WITH R602.10 THROUGH R602.110.10 COMPRESSIVE STRENGTH OF 3500 PSI 0 28 DAYS. CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR '----.,. -ALL NEW WINDOWS & DOORS TO HAVE A MIN. DP RATING OF 350 AS PER SECTION R301.1.2.1 & TABLE R301.2. N-i - -PROVIDE FOR BLOCKING AS PER SECTION R602.8. CONTENT (% BY VOLE OF CONC.) SHALL NOT BE LESS THAN 5% OR MORE THAN 7 7. MATERIALS USED C:) REQUIRED PROVIDED -ALL EXTERIOR WALLS TO BE SHEAR WALLS IN ACCORDANCE WITH WFCM 3.4.4.2 AND TABLE 3.17 A&B. TO PROVIDE CONCRETE AND TESTING THEREOF SHALL COMPLY WITH THE APPLICABLE STANDARDS LISTED N REAIR EXTENSION LOT AREA 80,000 S.F. 25,891 S.F. (NO CHANGE) -ALL NEW PLUMBING FIXTURES TO BE IN ACCORDANCE WITH SECTION R307 & FIGURE R307.2 IN ACI 318 OR ASTM C 1157. (R402.2) 3. ALL WELDED WIRE FABRIC REINFORCEMENT SHALL CONFORM TO AST„ A185, LATEST REVISION. ( }- FRONT YARD 60' 93.4'(NO CHANGE) 4. ALL FOOTINGS AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL HAVING A MINIMUM BEARING \��� Sf/ „ LOADS TABLE R301.5 [DEFLECTION TABLE R301.7 CAPACITY OF 2000 POUNDS PER SQUARE FOOT IN ANY WAY TO ANY PROPOSED STRUCTURE. IF 149.81) REAR YARD 75 25-0 DETERMINED BY THE ARCHITECT, THE ACTUAL SOIL BEARING SETTLEMENT CHARACTERISTICS SHALL BE SIDE YARD(TOT.) 45' 106'-11" RECEIVED USE DEAD LOAD LIVE LOAD STRUCTURAL MEMBER ALLOWABLE ASSESSED BY A QUALIFIED SOILS TEST LABORATORY AND GEOTECHNICAL ENGINEER. THE OWNER SHALL SHED DEFLECTION BEAR THE EXPENSE OF TESTING. p Z SIDE YARD(MIN.) 20' Zq'_g" ROOFS 12 PSF 45 PSF RAFTERS HAVING SLOPES GREATER THAN 3/1 1 O - TOTAL BLDG FOOTPRINT 5,053 S.F. (ALLOWED) 1,113 S.F. JUN 18 2025 W/ NO FINISHED CEILING ATTACHED TO L/teo PZ BUILDING HEIGHT 35' 28' " NO CHANGE RAFTERS CD N Q � -8 ( ) FLOORS (SLEEPING) 12 PSF 30 PSF INTERIOR WALLS & PARTITIONS H/180 Q d- LOT COVERAGE 20% 4% ZONING BOARD OF APPEALS FLOORS (NON-SLEEPING) 12 PSF 40 PSF FLOOR & PLASTERED CEILINGS L/360 2 STAIRS 12 PSF 40 PSF ALL OTHER STRUCTURAL MEMBES L/240 ( „ 38 -$ NOTE:AT THE EXISTING STRUCTURE, INTERIOR DRYWALL WILL BE REMOVED. BALCONIES (EXTERIOR) AND 10 PSF 40 PSF EXTERIOR WALLS W/ PLASTER OR STUCCO H/360 STRUCTURAL STEEL (BC2203-BC2205) BASIEMENT EXTENSION NO SHEATHING, SIDING OR ROOFING IS SCHEDULED FOR REPLACEMENT. UNIOKS FINISH N ABITABLE ATTIC w/ 9 PSF 20 PSF EXTERIOR WAU.S-WIND LOADS* W/ BRITTLE L/240 1. ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS HEREIN INDICATED (56 Sf) ADDITION LIMITED STORAGE FINISHES AND IN ACCORDANCE WITH THE REQUIREMENTS OF THE FOLLOWING STANDARDS. WHERE CONFLICTS 24'-$ " UNINHABITABLE ATTIC W/0 9 PSF 10 PSF EXTERIOR WALLS-WIND LOADS* W/ FLEXIBLE L/120 OCCUR, THE MORE STRINGENT STANDARD SHALL APPLY. w STORAGE FINISHES RESIDENTIAL CODE OF NEW YORK STATE 2-STORY DRAWING RELEASES: z HABITABLE ATTICS & ATTICS 9 PSF 10 PSF LINTELS SUPPORTING MASONRY VENEER WALLS L/600 BUILDING CODE OF NEW YORK STATE SERVED W/ FIXED STAIRS WOOD FRAME of Q GUARDS 8c HANDRAILS - 50 PSF *THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS AND STRUCTURES ( #960 I > TIMES THE COMPONENT & CLADDING LOADS FOR THE SHALL BE IN ACCORDANCE WITH EITHER THE AISC LOAD AND RESISTANCE FACTOR DESIGN NEVER RELEASED x PASSENGER VEHICLE GARAGE - 200 LB/LF PURPOSES OF THE DETERMINING DEFLECTION LIMITS HEREIN. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (AISC-LRFD), AISC SPECIFICATION FOR OLL GUARD IN-FILL COMPONENTS - 50 LB/LF STRUCTURAL STEEL BUILDINGS-ALLOWABLE STRESS DESIGN (AISC-ASD) OR AISC SPECIFICATIONS ® W RAILINGS 200 LB/LF FOR THE DESIGN OF STEEL HOLLOW STRUCTURAL SECTIONS (AISC-WIS). WHERE REQUIRED, THE $2 -2„ PAST RELEASE p SEISMIC DESIGN OF STEEL STRUCTURES SHALL BE IN ACCORDANCE WITH THE ADDITIONAL � PROVISIONS OF BC 2212E CURRENT RELEASE v ANSI/AWS D1.1 "STRUCTURAL WELDING CODE-STEEL% LATEST REVISION. N N 2. ALL FRAMNNC MEMBERS SHALL BE SHOP FABRICATED FOR BOLTED FIELD ASSEMBLY. FIELD CUTTING OR N DRILLING, WHEN REQUIRED, SHALL BE CLEARLY NOTED ON -THE DRAWINGS. ALL FRAMING MEMBERS SHALL I ASPHALT CARRY AN EASILY VISIBLE IDENTIFYING MARK, EITHER STAMPED, STENCILED OR PAINTED. C1.01 COVER SHEET 3. ALL FIELD CONNEC110NS SHALL BE BOLTED. BOLTS SHALL BE MACHINE BOLTS CONFORMING TO ASTM DRIVEWAY SPECIFICATIONS A325 OR A490 AS SHOWN ON THE DRAWINGS. THE FAYNG SURFACES OF ALL BOLTED ST-1.01 WINDBORNE DESIGN TABLES CONNECTIONS SHALL BE SMOOTH AND FREE FROM BURRS OR DISTORTIONS. ALL BOLTS SHALL BE ST-1.02 STRAPPING DETAILS ELECTRO-ZINC PLATED, ST-1.03 AIR SEALANT DETAILS 4. ALL STRUCTURAL STEEL SHALL BE ASTM A-36 (FY - 36 KSI) 5. ALL SHOP CONNECTIONS SHALL BE WELDED OR BOLTED. BOLTS TO BE 3/4" AND ASTM A-325 AND D1.01 DEMOLITION PLANS MEET AISC SPECIFICATIONS, SECTION 1.16, WELDS TO BE ETOXX AND MEET AISC SPECIFICATIONS, SECTION 1.17. ALL SPECIFICATIONS TO BE LATEST REVISION. -- 02 FIRST 6. ALL WELDING SHALL BE DONE BY LICENSED WELDERS. -- &SECOND FLOOR PLAN 7. ALL STEEL DETAILS SHALL BE DESIGNED TO CONFORM TO ARCHITECTURAL REQUIREMENTS. I A1.03 ROOF PLAN 8. ALL STEEL FLITCH PLATES TO BE THROUGH BOLTED WITH 5/8" DIAMETER STEEL BOLTS AT 16" O.C. STAGGERED. A2.0-1 -Stu I IONS A2.02 ELEVATIONS A2.03 ELEVATION AND RISER DIAGRAM- A3.01 PYRAMID LAW COMPLIANCE GENERAL CONDITIONS STRUCTURAL LUMBER (R502.R602.R802) 1. ALL DESIGN, FABRICATION AND CONSTRUCTION WORK SHALL BE CONDUCTED IN ACCORDANCE WITH APPLICABLE FEDERAL, 1. ALL FLOORS, WALLS, CEILINGS & ROOFS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH STATE AND LOCAL CODES AND ORDINANCES INCLUDING BUT NOT LIMITED TO THE FOLLOWING: THE SPAN TABLES FOUND IN THE RESIDENTIAL CODE OF NEW YORK STATE OR IN ACCORDANCE WITH -2020 RESIDENTIAL CODE OF NEW YORK STATE (RCNYS) AF&PA / NDS AND ASCE-7. i O -2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (ECCCNYS) 2. ALL LUMBER SHALL SE DOUGLAS FIR CONSTRUCTION GRADE #2 OR BETTER WITH THE FOLLOWING MINIMUM M -2020 MECHANICAL CODE OF NEW YORK STATE (MCNYS) STRESS GRADES M -2020 FUEL GAS CODE OF NEW YORK STATE (FGCNYS) d' -VILLAGE OF MATTITUCK BENDING STRESS FB = BASE: 875 ADJ: 1107 PSI :4- -TOWN OF SOUTHOLD SHEAR STRESS FV - 95 PSI s PSI 00 -SUFFOLK COUNTY MODULUS OF ELASTICITY E= 1.6 X 10 N WHERE CONFLICTS ARISE, THE MORE STRINGENT REQUIREMENTS SHALL APPLY. 2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF WORK WITH ALL TRADES SO THAT NO CONFUCT OR 3. ALL FRAMING BRACKETS AND ANCHORS SHALL BE 16 GAUGE GALVANIZED STEEL BY SIMPSON OR EQUAL. DEFICIENCY RESULTS IN THE COMPLETED WORK. �-- 3. THE ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION OBSERVATION AND ASSUMES NO RESPONSIBILITY FOR 4. ALL WALL PLATES GEARING ON CONCRETE SHALL BE PRESSURE TREATED PRESERVATIVE (PTP) TIMBER. CONSTRUCTION ACTIVITIES. 5. ALL LOAD BEARIN9 DIMENSION LUMBER SHALL BE IDENTIFIED BY A GRADE MARK OR A LUMBER GRADING �FJ�•00 4. THE CONTRACTOR SHALL OBTAIN, PRESENT EVIDENCE OF, AND PAY FOR ALL PERMITS NECESSARY TO CONDUCT THE OR INSPECTION AGENCY THAT HAS BEEN APPROVED BY AN ACCREDITATION BODY THAT COMPLIES WITH O WORK AND COMPLETE THIS CONTRACT. THE CONTRACTOR SHALL OBTAIN THE BUILDING PERMIT AND CERTIFICATE OF DOC PS 20. OCCUPANCY AND ALL REQUIRED APPROVALS. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE REGULATIONS AND REQUIREMENTS OF THE.VARIOUS CIVIL AGENCIES HAVING JURISDICTION THEREOF. UPON COMPLETION 01) OF THE WORK PROVIDED FOR IN THIS CONTRACT, AND BEFORE FINAL PAYMENT SHALL BE MADE, THE CONTRACTOR d' SHALL FURNISH THE OWNER WITH ANY NECESSARY CERTIFICATES OF OCCUPANCY OR CERTIFICATES OF COMPLIANCE ISSUED BY THESE VARIOUS AGENCIES. PLUMBING AND HEATING WORK (p2502 & R303 8) 00 5. ALL DIMENSIONS INDICATED ON THE DRAWINGS ARE APPROXLIMATE AND ARE SUBJECT TO REVISION AS PER ACTUAL FIELD CONDITIONS, THE DISCRETION OF THE OWNER, AND AS DIRECCTED AND/OR APPROVED BY THE ARCHITECT. 1. PLUMBING - SANITARY COLD AND HOT WATER, AND ALL OTHER PIPING SHALL CONFORM TO ALL LOCAL, Z 6. THE CONTRACTOR SHALL SECURE CONSTRUCTION SITE IN ACCORDANCE WITH ALL APPLICABLE SAFETY STANDARDS. THE COUNTY%c TOWN REQUIREMENTS AND THE REQUIREMENTS OF THE RESIDENTIAL CODE OF THE STATE NEW , C n CONTRACTOR SHALL CONDUCT ALL WORK TO PRECLUDE THE EFFECTS OF WEATHER ON COMPLETED WORK, OR WORK IN YORK. CJ p5°52 PROGRESS. 2. THE USE E!'r LEAD SOLDER IN PIPING JOINTS IS STRICTLY PROHIBITED UNDER LAW. 1� ISSUES TEC'7. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY AND EXPENSE of TEMPORARY ENCLOSURES WHERE NECESSARY 3. ALL HYDRCNIC HEATING SUPPLY AND HOT WATER PIPES SHALL BE INSULATED. o o K IS S V S / REVISIONS OR WHERE CALLED FOR IN THE DRAWINGS. 8. ITEMS SUSTAINING DAMAGE DURING THE CONSTRUCTION PERIOD SHALL BE REPAIRED AND/OR REPLACED TO THE 4. HEATING SYSTEM SHALL BE EXISTING TO REMAIN, CONTRACTOR TO MODIFY AS REQUIRED TO BE SUITABLE R A SATISFACTION OF THE OWNER AND TO THE APPROVAL OF THE ARCHITECT, AT THE CONTRACTOR'S EXPENSE. FOR COMFORT HEATING IN ACCORDANCE WITH THE REQUIREMENTS OF THE ENERGY CONSERVATION `L P DESCRIPTION DATE No. 9. THE CONTRACTOR SHALL CONDUCT ALL WORK IN SUCH A MANNER SO AS TO NOT IMPAIR THE STRUCTURAL INTEGRITY CONSTRUCTION CODE OF NEW YORK STATE_ lV, ISSUED FOR FILING 12/8/202q Ol OR STABILITY OF ADJACENT STRUCTURES, EQUIPMENT. OR UTILITIES. SHOULD DAMAGE OCCUR AS A RESULT OF THE 5. THE PLUMBING CONTRACTOR SHALL OBTAIN ALL PERMITS & PAY ALL FEES REQUIRED FOR HIS WORK. WORK, THE CONTRACTOR SHALL REPAIR OR REPLACE SAID DAMAGED ITEMS. THE CONTRACTOR SHALL BEAR ANY AND DEMO NOTES PER TOWN 5/18/2025 02 ALL COSTS ASSOCIATED WITH WORK DISCONTINUATION, MATERIALS TESTING, REPAIR AND ALL MISCELLANEOUS RELATED ITEMS. 10. THE TERM "OWNER" SHALL REFER TO THE LEGAL OWNER OF THE PROPERTY AND PREMISES AND ITS AGENTS OR ELECTRICAL WOFK E3301) REPRESENTATIVES. LG 11. THE CONTRACTOR'S AGREEMENT TO ENTER INTO THE WORK SHALL SUFFICE AS THE CONTRACTOR'S ACCEPTANCE OF THE 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RESIDENTIAL CODE OF NEW YORK SURVEY BY SCALICE LAND SURVEYING TERMS SPECIFIED HEREIN, AND SHALL BE INCORPORATED INTO ANY AND ALL AGREEMENTS BETWEEN OWNER AND CONTRACTOR. STATE, THE NATIONAL ELECTRIC CODE, THE LOCAL POWER CO. AND ALL APPLICABLE LOCAL 12. THE CONTRACTOR SHALL DETERMINE AND/OR VERIFY THE ACTUAL LOCATION OF ANY AND ALL UTILITIES, ALL SUPPLY, REGULATIONS. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY ALL FEES REQUIRED FOR HIS [SLIP, NY WASTE AND HEATING PIPING AND RELATED ITEMS PRIOR TO COMMENCEMENT OF WORK. ALL COSTS INCURRED SHALL BE WORK. THE CONTRACTOR SHALL HAVE THE INSTALLATION INSPECTED AND APPROVED BY AN INSPECTION PERFORMED: 03/08/2024 THE RESPONSIBILITY OF THE CONTRACTOR. AGENCY OF T!S FIRE UNDERWRITERS ASSOCIATION AND SUBMIT A CERTIFICATE OF FINAL APPROVAL BY 13. THE CONTRACTOR SHALL, AT ALL TIMES, PROVIDE CONVENIENT ACCESS AND SAFE AND PROPER FACILITIES FOR THE THE INSPECTION AGENCY UPON COMPLETION. INSPECTION OF ALL PARTS OF THE WORK. 2. SMOKE DETECTORS SHALL BE FURNISHED AND INSTALLED AS INDICATED ON DRAWINGS AND IN ALL DRANTNOS SPECIFICATIONS AND COPIES THEREOF FURNISHED By OREENTREE 14. ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TIME TO BE DEFECTIVE OR SUBSTANDARD SHALL BE REMEDIED AT ACCORDANCE WITH APPLICABLE FIRE SAFETY AND ELECTRICAL CODES. ARCHITECTURE AND ECIFIC (HEREIN KNOWN AS THE ARCHITECT[ ARE AND SHALL REMAIN ONCE, REGARDLESS OF PREVIOUS INSPECTIONS. THE PROPERTY N TDESIGNHE ARCHITECT. THEY ARE TO BE USED ON Y WITH RESPECT TC THIS 3. ALL ELECTRICAL FIXTURES, SWITCHES AND ACCESSORIES SHALL BE SELECTED BY THE OWNER 1 PROPOSED PLOT PLAN PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT. SUBMISSION OR 15. ALL MATERIAL AND ITEMS INDICATED ON THE CONTRACT DRIAWINGS, DIRECTED BY THE ARCHITECT AND AS PER SITE DISTRIBUTION R TO MEET OAFlGAL REGULATORY R REQUIREMENTS OR FOR OTHER PURPOSES IN CONDITIONS DEMAND, SHALL BE DISPOSED OF PROPERLY IN APPROVED CONTAINER OUT OF THE PATH OF CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUED AS R FOR IN PURPOSES IN CONSTRUCTION AND AWAY FROM THE PUBLIC, OUT OF THE (PATH OF CONSTRUCTION AND AWAY FROM PUBLIC AND OF THE ARCHITECTS COMMON uw COPIRIO B OR CONSTRUED RESERVED RIGHTS VEHICLE TRAFFIC, AND TO BE CARTED TO APPROVED LAND FILL SITE BY LICENSED CARTERS, C1.0� SCALE: 1" = 30'-0" OTHER16. ALL NEW WINDOWS AND SKYLIGHTS TO BE MANUFACTURED EBY ANDERSEN CORP., BAYPORT, MN. OR EQUAL . ALL WINDOW TYPES AND SIZES SHALL BE AS INDICATED ON THE; CONTRACT DRAWINGS. WINDOW GLAZING SHALL BE HIGH WINDOW HURRIGANEWIND LOAD REQUIR M NTS PERFORMANCE OR "E" TYPE GLAZING. FURNISH FIBERGLASS INSECT SCREENS WITH ALL NEW WINDOWS. 17. THE CONTRACTOR SHALL CHECK AND VERIFY ALL CONDI110NIS OF THE SITE PRIOR STARTING WORK AND HE ALL WINDOWS & DQRS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. Proposed Addition to Residence SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PAA AND MAKE WORK AGREE WITH SAME, E. 18. IF IN THE COURSE OF CONSTRUCTION, A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THESE VERIFY ALL DIMENSINS AND INSTALLATION SPECIFICATIONS. PLANS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY TTHE ARCHITECT. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE TO WORK, HE SHALL ASSUME AILL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. ALL GLAZING TO BELOW-E, INSULATED, AND IMPACT RESISTANT GLAZING. /� { 19. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY [FROM HOUSE AND BLEND INTO EXISTING. Y V lllt:mire Residence 20.DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE; SCALED DIMENSIONS. WINDOWS THAT DO NOT MEET HURRICANE WIND LOADS AND SPECIFICATIONS SHALL HAVE WINDBORNE J� 21. IT IS THE INTENT OF THESE DRAWINGS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED CONSTRUCTION. HOWEVER, DEBRIS PROTECTION: FIELD CONDITIONS MAY ARISE DURING CONSTRUCTION THAT IMAY NOT HAVE BEEN EXHAUSTIVELY DETAILED. " PLYWOOD SHEETS, CUT TO SIZE, LABELED & NUMBERED FOR EACH WINDOW FRAME, W/ 96o Malrratooka Road 22.FIRE BLOCKING TO BE INSTALLED TO MEET OR EXCEED ALL I REQUIREMENT OF THE 2020 RCNYS, AND THE AMERICAN PROVIDE Mattitul�lc, NY FOREST & PAPER ASSOCIATION WOOD FRAME CONSTRUCTION[ MANUAL (WFCM FOR ONE AND TWO FAMILY DWELLINGS, PREDRILLED SCREW HOLES 0 PRESCRIBED SPACING FOR EACH SHEET. 2011) 23.ALL SHEATHING TO BE NAILED IN ACCORDANCE NTH THE NAILING SCHEDULE OF THE AMERICAN & PAPER ASSOCIATION • THESE SHEETS SHALL BE STORED IN AN ORDERLY FASHION ON SITE AT ALL TIMES. PROVIDE ALL WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO F/AMILY DWELLINGS. 2011. SCREWS FOR EMERGENCY INSTALLATION IN CASE OF A HURRICANE 23.1. SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOA BEAM 23.2. SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TCOP PLATES GREENTREE 23.3. SHEATHING TO BE NAILED TO TOP PLATE 24. ALL FRAMING HARDWARE SHOWN ON THESE PLANS, UNLESS OTHERWISE INDICATED, IS SIMPSON STORNG-71E NO FIRE BLOCKING ARCHITECTURE Fr DESIGN SUBSTITUTIONS ARE APPROVED OR AUTHORIZED 25.DUE TO THE RELATIONSHIPS OF FRAMING HARDWARE TO THE OTHER COMPONENTS OF THE STRUCTURE, ANY FRAMING FIRE BLOCKING TO 9E INSTALLED TO MEET OR EXCEED ALL REQUIREMENT OF THE 2020 RCNYS, HARDWARE SUBSTITUTIONS WILL RENDER THESE PLANS NULL. & VOID, AND WILL RESULT IN THE INSTALLER/ CONTRACTOR AND THE AMERICAN FOREST & PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL (WFCM ASSUMING RESPONSIBILITY OF THE DESIGN AND PERFORMANCE OF THE ENTIRE SYSTEM. FOR ONE AND TWO FAMILY DWELLINGS, 2011) SHEATHING NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN 19 GREEN'rREE DRIVE PAPER ASSOCIATfON WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY OAKDALE,NY 11769TEL:(516)f348-7439 DWELLINGS, 2011E SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES EMAIL:grI entreead@gmail.com SHEATHING TO BE MLED TO TOP PLATE ALL FRAMING HARDWARE SHOWN ON THESE PLANS, UNLESS OTHERWISE INDICATED, IS SIMPSON UNAUTHORIZED ALTERATION OF ANY ITEM ON STORNG-TIE. NO SUBSTITUTIONS ARE APPROVED OR AUTHORIZED THIS DOCUMENT IS A VIOLATION OF NEW YORK ABBREVIATIONS&SYMBOLS DUE TO THE RELATIONSHIPS OF FRAMING HARDWARE TO THE OTHER COMPONENTS OF THE STATE LAW. ALUMINUM STRUCTURE, ANY FRAMING HARDWARE SUBSTITUTIONS WILL RENDER THESE PLANS NULL & VOID, BEARING ALUM SINK SK AND WILL RESULT IN THE INSTALLER/ CONTRACTOR ASSUMING RESPONSIBILITY OF THE DESIGN RNG TREAD T AND PERFORMANCE IF' THE ENTIRE SYSTEM. HOB No. CEILING JOIST CJ 2024-820 CEILING TYPICAL C D ARC CLJVG UNLESS OTHERWISE NOTED U�OW R ,r CLEAN OUT / CASED OPENING CO VERIFY IN FIELD YIF �' A. S C�/ CONTINUOUS CONT WASHER W DATE 4Q�t fp COLLAR TIEWH ` �! CONCRETE MASONRY UNIT CMU CT WWELDED WIRE HEATER yyyyM 12.8..24 y 9 (� DRYER p DIAMETER DIA DECK JOIST DJ -4 DOWN DN DRAWN BY * Tk DISH WASHER FRESH AIR INTAKE FAI - WALL TAG n V .S FZ FINISHED FLOOR ® DOOR TAG EET III FLOOR JOIST � '9 � �O FIRE RATED ON 031601 Q SECTI SCALE GALVANIZED GALV WINDOW TAG --- �IEE1� GYPSUM WALL BOARD GWB AS NO FED HEIGHT HT REVISION � LAMINATED VENEER LUMBER LVIL ' ® DETAIL MANUFACTURED MFG'D n SHHEEEETT �- NOT TO SCALE NTS ON CENTER D.C. DRAWING TITLE DWG No. POURED CONCRETE PC PRESSURE TREATED PRESERVATIVE PTP RISER R ROOF DRAIN Rp COVER REFRIGERATOR REF -�. O� ROOF RAFTER RR SUFFOLK COUNTY DEPARTMENT SHEET OF HEALTH SERVICES SCDHS SHOWER � i : E'TABLE 3.26 BOTTOM PLATE TO FOUNDATION CONNECTION (ANCHOR BOLT) RESISTING LATERAL & TABLE 3.4A RAFTER &/OR CEILING JOIST TO TOP PLATE LATERAL &SHEAR TABLE 3.9A RAFTER/CEILING JOIST HEEL JOINT CONNECTION TABLE 3.11 WALL SHEATHING &CLADDING ATTACHMENT REQUIREMENTS SHEAR LOADS FROM WIND-EXPOSURE B CONNECTION REQUIREMENTS REQUIREMENTS FOR 30 psf. GROUND SNOW LOAD FOR WIND LOADS (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.4) ARCHITECTURE+DESIGN, P.C. (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.2) ROOF SPAN (FT.) 12 24 36 12 24 36 THREE SECOND GUST WIND SPEED (MPH,) 110 120 130 140 REQUIRED NUMBER OF 16d 1/2" ANCHOR BOLTS 5/8" ANCHOR BOLTS THREE SECOND GUST WIND SPEED (MPH.) 110 120 130 140 fR00F SLOPE RAFTER SPACING (IN.) COMMON NAILS PER HEEL REQUIRED CAPACITY HEEL BRUNSWICK COUNTY IS IN 130 MPH FOR BASIC WIND STRUCTURAL SHEATHING JOINT JOINT CONNECTION (LBS.) DESIGN PER FIGURE R301.2(4)- EAST OF HIGHWAY 17 RAFTER/CEILING JOIST WALL HEIGHT (FT.) NUMBER OF 8d COMMON NAILS 10d BOX 12 6 11 17 582 1164 1746 E F E F E F E F THREE SECOND GUST WIND SPEED (MPH.) 110 1 120 1 130 1 140 110 120 1 130 1 140 SPACING (IN.) NAILS (TOE-NAILED) REQUIRED IN EACH 3:12 16 8 15 22 776 1552 2328 STUD SPACING MAXIMUM NAIL SPACING FOR Bd COMMON RAFTER AND/OR CEILING JOIST TO TOP SHEATHING LOCATION BOTTOM PLATE TO FOUNDATION ANCHOR BOLT FOUNDATION MINIMUM ANCHOR BOLT MINIMUM ANCHOR BOLT PLATE CONNECTION 24 5 22 33 437 2328 1310 (IN. OC) NAILS (IN. OC) RESISTING SUPPORTING SPACING (IN.) SPACING (IN.) 12 5 9 13 437 873 1310 12 6 12 6 12 6 12 6 12 �bT�- CONNECTION 4:12 12 8 2 3 3 3 16 6 11 17 582 1164 1746 INTERIOR ZONE 16 6 12 6 1 12 6 12 6 12 RECEIVED 10 2 3 3 3 24 9 17 25 873 1746 2619 24 6 12 6 12 6 12 6 12 LATERAL AND SHEAR LOADS 1-3 STORIES 30 45 8 3 3 4 4 12 4 7 10 349 698 1048 12 6 12 6 12 6 12 6 12 16 10 3 3 4 4 5:12 16 5 9 16 466 931 1397 4' PERIMITER EDGE ZONE 16 s 12 6 12 6 12 6 12 JUN 18 2025 8 4 5 5 5 24 7 14 20 698 1397 2095 24 6 12 6 12 6 12 6 12 (1) WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAX. ANCHOR BOLT SPACING SHALL NOT 24 10 4 1 5 1 5 1 6 12 3 5 8 249 499 748 BOARD SHEATHING OR LAP SIDING EXCEED THE LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS (TABLE 3.2C) OR LATERAL AND SHEAR LOADS (TABLE 3.2B). 7:12 16 4 7 10 333 665 998 ZpNING BOARD DF p pPEAI-S (2) TABULATED ANCHOR BOLT SPACING FOR LATERAL AND SHEAR LOADS ASSUME WALLS ARE SHEATHED IN ACCORDANCE WITH (1) TABULATED CONNECTIONS REQUIREMENTS ASSUME A BUILDING LOCATED IN EXPOSURE B 24 5 10 15 499 998 1497 1 SHEATHING SIZE STUD SPACING (IN. OC) MAXIMUM NUMBER OF 8d COMMON NAILS PER SUPPORT SECTION 3.4.4.2 ANCHOR BOLT SHALL NOT EXCEED 6 FEET ON CENTER SPACING 12 3 4 6 194 388 582 (2) WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOE-NAILS IN THE 9:12 16 3 5 8 259 517 776 1x6 OR 1x8 SHEATHING 12 - 24 2 2 2 2 (3) FOR THREE SECOND GUST WIND SPEED GREATER THAN 110 MPH, WITH A TABULATED LATERAL VALUE FROM TABLE 3.5 GREATER RAFTER AND CEILING JOISTS SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED, 24 4 8 11 388 776 1164 100 OR LARGER 12 - 24 3 1 3 3 1 3 THAN 262 PLF, LATERAL CONNECTIONS SHALL BE DETERMINED USING THE LOADS FROM TABLE 3.5. (3) TO AVOID SPLITTING, NO MORE THAN 2 TOE-NAILS SHALL BE INSTALLED IN EACH SIDE OF A RAFTER 12 3 3 5 146 291 437 E - NAIL SPACING AT PANEL EDGES (IN.) OR CEILING JOIST WHEN FASTENED TO A 2x4 TOP PLATE OR 3 TOE-NAILS IN EACH SIDE WHEN FASTENED 12:12 16 3 4 6 194 388 582 TO A 2x6 TOP PLATE. 24 3 6 9 291 582 873 F - NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.) (1) FOR WALL SHEATHING WITHIN 4 FEET OF CORNERS, THE 4 FOOT EDGE ZONE ATTACHMENT (1)) NAILING REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED 25% IF NAILS ARE CLINCHED. REQUIREMENTS SHALL BE USED (2)) HEEL JOINT CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE IS SUPPORTED BY A LOADBEARING (2) TABULATED 12" OC NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING MEMBERS WIT WALLL OR RIDGE BEAM. GO.49 FOR FRAMING MEMBERS WITH 0.42 GS0.49 THE NAIL SPACING SHALL BE REDUCED TO 6" OC TABLE 3.2C SILL OR BOTTOM PLATE TO FOUNDATION CONNECTION (ANCHOR BOLT) RESISTING UPLIFT LOADS FROM WIND- EXPOSURE B TABLE 3.4B UPLIFT STRAP CONNECTION REQUIREMENTS (3)) WHEN INTERMEDIATE SUPPORT OF THE RAFTER IS PROVIDED BY VERTICAL STRUTS OR PURUNS TO A (3) FOR COMMON EXTERIOR PANEL SIDING, GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED LOAADBEARING WALL THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.2) (ROOF-TO-WALL, WALL-TO-WALL, AND WALL-TO-FOUNDATION) REDDUCED PROPORTIONATELY TO THE REDUCTION IN SPAN. 8' END ZONES INTERIOR ZONES THREE SECOND GUST WIND SPEED (MPH.) 110 1 120 1 130 1 140 (4)) EQUIVALENT NAILING PATTERNS ARE REQUIRED FOR CEILING JOIST TO CEILING JOIST LAP SPICES, THREE SECOND GUST WIND SPEED (MPH.) 110 120 130 140 110 120 130 140 NUMBER OF 8d COMMON NAILS OR 10d BOX (5))CORINGTA ULATE HEEL JOINT CONNECTION REQUIREMENTS DO NOT INCLUDE THE ADDITIONAL WEIGHT OF THE FRAMING SPACING ROOF SPAN (FTY. .) NAILS IN EACH END OF 1-1/4" 20 GAGE STRAP (6)) TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUMES CEILING JOIST OR RAFTER TIES ARE TABLE 3.10 ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR IBOTTOM PLATE TO FOUNDATION ANCHOR BOLT FOUNDATION MINIMUM ANCHOR BOLT MINIMUM ANCHOR BOLT 12 2 2 2 2 LOOCATED AT THE BOTTOM OF THE ATTIC SPACE WHEN CEILING JOIST OR RAFTER TIES LOCATED HIGHER IN CONNECTION RESISTING SUPPORTING SPACING (IN.) SPACING (IN.) 16 2 2 3 2 THBE ATTIC SPACE, NO ATTIC STORAGE IS ASSUMED AND THE TABULATED HEEL JOINT CONNECTION WIND LOADS REGQUIREMENTS SHALL BE INCREASED BY THE FOLLOWING FACTORS: 20 2 2 2 2 THREE SECOND GUST WIND SPEED (MPH.) 110 120 130 140 UPLIFT LOADS 1-3 STORIES 39 33 25 23 45 38 33 30 12" 24 2 3 3 3 CEILING HEIGHT ROOF RIDGE HEIGHT HEEL JOINT CONNECTION ADJUSTMENT FACTORS STRUCTURAL SHEATHING 28 2 3 4 3 / 32 3 3 4 3 1 / 2 2 00 E F E F E F E F (1) WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAX. ANCHOR BOLT SPACING SHALL NOT 36 3 3 4 3 1 / 3 1.50 SHEATHING LOCATION RAFTER/TRUSS MAXIMUM NAIL SPACING FOR 8d COMMON SPACING (IN. OC) NAILS (IN. OC) EXCEED THE LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS (TABLE 3.2C) OR LATERAL AND SHEAR LOADS (TABLE 3.213). 12 2 2 3 2 1 / 4 1.33 12 6 1 12 6 12 6 12 6 12 16 2 3 3 3 1 / 5 1.25 20 2 3 4 3 1 / 6 1.20 INTERIOR ZONE 16 6 12 6 12 6 12 6 12 16" 24 3 3 4 3 1 10 1.11 19.2 6 12 6 12 6 12 6 12 / 28 3 4 5 4 24 6 12 6 12 6 12 6 12 32 3 4 5 4 12 6 12 6 1 12 6 12 6 12 NAILIING SCHEDULE- WFCM PAGE 139-TABLE 3.1 PERSCRIPTIVE DESIGN 36 4 4 s 1 4 4' PERIMITER EDGE ZONE 16 6 12 6 6 6 12 6 6 3 3 4 5 19.2 6 6 6 6 6 6 6 6 THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS, 12 24 6 6 6 6 6 6 6 6 ROOF /CEILING FRAMING 16 3 4 5 5 JOINT DESCRIPTION NUMBER OF NAILS NUMBER OF BOX NAILS NAIL SPACING 20 3 4 5 6 TABLE 3.6A RIDGE TENSION STRAP / RIDGE CONNECTION REQUIREMENTS GABLE ENDWALL RAKE AND RAKE TRUSS 6 6 4 4 6 6 4 4 RAFTER TO TOP PLATE (TOE-NAILED) (SEE TABLE 3.4A) 3 - 8d 3 - 10d PER RAFTER 24" 24 4 5 6 7 FOR WIND - EXPOSURE B BOARD SHEATHING CEILING JOIST TO TOP PLATE (TOE-NAILED)I (SEE TABLE 3.4A) 3 - 8d 3 - 10d PER JOIST 28 4 5 7 8 SHEATHING SIZE RAFTER/TRUSS MAXIMUM NUMBER OF 8d COMMON NAILS CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) (SEE TABLE 3.9A) 2 - 16d 2 - 16d PER LAP 32 5 6 7 9 THNREE SECOND GUST WIND SPEED (MPH.) 110 1 120 1 130 1 140 110 f 120 130 140 SPACING (IN. OC) PER SUPPORT CEILING JOIST LAPS OVER PARTITIONS (FACIE-NAILED) (SEE TABLE 3.9A} 3 - 8d 3 - 16d PER LAP 36 8 - REQUIRED CAPACITY ix6 OR 1x8 SHEATHING 12 - 19.2 2 2 2 2 ROOF PITCH ROOF SPAN (FT.) NAILS IN EACH END OF 1-1/4" STRAP COLLAR TIE TO RAFTER (FACE-NAILED) (SEE TABLE 3.6A) 3 - Sd 3 - 10d PER TIE (1.2.3.4.5.6) RIDGE CONNECTION 1x10 OR LARGER 12 - 19.2 3 3 3 3 BLOCKING TO RAFTER (TOE-NAILED) 2 - Sd 2 - 10d EACH END (1) TABULATED UPLIFT CONNECTIONS REQUIREMENTS ASSUME A BUILDING LOCATED IN EXPOSURE B 12 2 2 2 1 3 176 484 394 484 E - NAIL SPACING AT PANEL EDGES (IN.) RIM BOARD TO RAFTER (END-NAILED) 2 - 16d 2 - 16d EACH END (2) TABULATED UPLIFT CONNECTIONS REQUIREMENTS ASSUME A ROOF AND CEILING ASSEMBLY DEAD 16 2 3 3 4 235 645 525 645 WALL FRAMING LOAD OF 9 PSF (0.6Ox15PSF=9PSF). IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE CEILING 20 3 4 4 4 294 807 657 807 F - NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.) JOINT DESCRIPTION NUMBER OF NAILS NUMBER OF BOX NAILS NAIL SPACING ASSEMBLY IS NOT CONNECTED TO THE ROOF ASSEMBLY, THE TABULATED NUMBER OF NAILS SHALL BE 3:.12 24 3 . 4 4 5 353 968 788 968 INCREASED BY 1 NAIL AT EACH END OF THE STRAP. (1) FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON TOP PLATE TO TOP PLATE (FACE NAILED) 2 - 16d (1) 2 - 16d (1) PER FOOT 28 4 5 5 6 412 1 1129 919 1129 EACH SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL 16 2 2 2 2 416 510 416 510 OC TOP PLATES AT I'NTERSEC11ON (FACE NAILED) 4 - 16d 5 - 16d JOISTS - EACH SIDE (3) MINIMUM ASTM A653 GRADE 33 STEEL STRAP 32 4 5 5 7 471 1291 1050 1291 BE USED STUD TO STUD (FACE NAILED) 2 - 16d 2 - 16d 24" O.C. 36 5 6 6 7 529 1452 1182 1452 ISSUES / REVISIONS HEADER TO HEADER (FACE NAILED) 16d 16d 16" O.C. ALONG EDGES 12 2 2 2 2 312 382 312 382 (2) TABULATED 12" OC SPACING ASSUMES SHEATHING ATTACHED TO RAFIER/TRUSS FRAMING MEMBER TOP OR BOTTOM PLATE TO STUD (END-NAIlILEO (SEE TABLE 3.5A 2 - 16d 2 - 40d 1 PER STUD TO PLATE, WITH G20.49 FOR FRAMING MEMBERS WITH 0.42 GS0.49, THE NAIL SPACING SHALL BE REDUCED TO 6" DESCRIPTION DATE No. BOTTOM PLATES TO FLOOR JOISTS, BANDJODIST, ENDJOIST, (1,2) 10" WALL HEIGHT MAX 20 2 3 2 3 520 637 520 637 OR BLOCKING (FACE NAILED) 2 - 16d (1,2) 2 - 16d PER FOOT 4:,-.12 24 3 3 3 3 623 765 623 765 (3) TABULATED 6" OC SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBER ISSUE;D FOR FILING u/8/2024 o>i FLOOR FRAMING WITH GO.49 FOR FRAMING MEMBERS WITH 0.42 CKO.49, THE NAIL SPACING SHALL BE REDUCED TO 4" JOINT DESCRIPTION NUMBER OF NAILS NUMBER OF BOX NAILS NAIL SPACING TABLE 3.5A TOP & BOTTOM PLATE TO STUD LATERAL 28 3 4 3 4 727 892 727 892 32 4 4 4 4 831 1 831 1 OC JOIST TO SILL, TOP PLATE OR GIRDER (TOE: CONNECTIONS FOR WIND LOADS-EXPOSURE B NAILED) 4 - Sd 4 - tOd PER JOIST 36 4 5 4 5 935 1147 147 935 1147147 (4) TABULATED 4" OC SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBER BRIDGING AND/OFT BLOCKING TO JOIST (TOE NAILED) 2 - 8d 2 - 16d EACH END 12 1 2 1 2 240 295 240 295 WITH GO.49 FOR FRAMING MEMBERS WITH 0.42 GKO.49, THE NAIL SPACING SHALL BE REDUCED TO 3" BLOCKING TO JOIST (TOE NAILED) 2 - 8d 2 - 10d EACH END THREE SECOND GUST WIND SPEED (MPH.) 110 120 130 140 16 2 2 2 2 320 393 320 393 OC BLOCKING TO SILT. OR TOP PLATE (TOE NAWLED) 3 - 16d 4 - 16d EACH BLOCK REQUIRED NUMBER OF 16d COMMON 20 2 2 2 2 400 491 400 491 LEDGER STRIP TO BEAM FACE-NAILED 3 - 16d 4 - 16d EACH JOIST FRAMING SPACING ROOF SPAN FT. NAILS OR 40d BOX NAILS PER ( ) ( ) 5:02 24 2 3 2 3 480 589 480 589 ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY GREENTREE JOIST ON LEDGER TO BEAM (TOE-NAILED) 3 - 8d 3 - 10d PER JOIST STUD TO PLATE CONNECTION 28 3 3 3 3 560 688 560 688 TOP PLATE SPLICE REQUIREMENTS ARCHITECTURE OF THE DESIGN (HEREIN THEYWARESTO BE ARCHITECT) RS ID ONLY MATH AND CTT TO TINS 3 - 16d 4 - 16d PER JOIST 8 2 2 2 2 32 3 4 3 4 640 786 640 786 ONE STORY - SLAB ON GRADE PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT. SUBMISSION DR BAND/RIM JOIST TO JOIST (END-NAILED) CONNECTION ONN CTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN BAND/RIM JOIST TO SILL OR TOP PLATE (TIDE-NAILED) 2 - 16d (1) 3 - l6d PER FOOT OF T E�R(°CHITECTS COMMON uw COPPYR NOT IGHT ORRO BE °OOTHERED AS PUBLICATIONRESERVED RIGHM IN DEROGATION 10 2 2 2 2 36 3 4 3 4 720 884 720 884 (REFER TO TABLE 3.21 OF THE WOOD FRAME CONSTRUCTION ROOF SHEATHING 12 2 2 2 2 12 1 2 1 1 2 216 264 216 264 MANUAL 2001 SBC HIGH WIND EDITION) JOINT DESCRIPTION NUMBER OF NAILS NUMBER OF BOX NAILS NAIL SPACING 12" 14 2 2 2 2 16 2 2 2 2 287 352 287 352 BUILDING DIMENSION (FT) MINIMUM SPLICE LENGHT (FT) Proposed Addition to Residence STRUCTURAL PANELS 3/4" CDX PLYWOOD 8d 10d (SEE TABLE 3.10) 16 2 2 2 2 20 2 2 2 2 359 440 359 440 12 3 DIAGONAL BOARD SHEATHING 1"X6" OR 11"X8" 2 - 8d 2 - 10d PER SUPPORT 18 2 2 2 3 6:02 24 2 3 2 3 431 528 431 528 DIAGONAL BOARD SHEATHING 1"X10" OR WIDER 3 - 8d 3 - 10d PER SUPPORT 20 2 2 3 3 28 2 3 2 3 503 616 503 616 16 4 CEILING SHEATHING 8 2 2 2 2 32 3 3 3 3 575 704 575 704 2D 5 Whitmire Residence JOINT DESCRIPTIONNUMBER OF NAILS NUMBER OF BOX NAILS NAIL SPACING 10 2 2 2 2 36 3 4 3 4 647 792 647 792 24 6 96o:Marratooka Road GYPSUM WALL BOARD 5d COOLERS (3) 5d COOLERS 7" EDGE / 10" FIELD 12 2 2 2 3 12 1 1 1 1 201 245 201 245 28 7 WALL SHEATHING 16 14 2 2 3 3 16 2 2 2 2 267 327 267 327 32 8 " Matitituck, NY JOINT DESCRIPTION NUMBER OF NAILS NUMBER OF BOX NAILS NAIL SPACING 16 2 2 3 3 20 2 2 2 2 334 409 334 409 STRUCTURAL PANELS 5/8" CDX PLYWOOD 8d 10d (SEE TABLE 3.11) 38 9 18 2 3 3 4 7:12 -- 12:12 24 2 2 2 2 401 490 401 490 GYPSUM WALL BOARD 5d COOLERS 5d COOLERS 7" EDGE / 10" FIELD 20 2 3 3 4 28 2 3 2 3 468 572 468 572 GREENTREE DIAGONAL BOARD SHEATHING 1"X6" OR 1"'X8" 2 - 8d 2 - 10d PER SUPPORT 8 2 2 2 2 32 3 3 3 3 535 654 535 654 50 13 ARCHITECTURE &DESIGN DIAGONAL BOARD SHEATHING 1"X10" OR WVIDER 3 - Bd 3 - 10d PER SUPPORT 10 2 3 2 3 36 3 3 3 3 602 736 602 736 60 16 FLOOR SHEATHING 12 2 3 2 3 70 1 19 JOINT DESCRIPTION NUMBER OF NAILS NUMBER OF BOX NAILS NAIL SPACING 24" 14 3 3 3 3 8o 22 STRUCTURAL PANELS 3/4" CDX PLYWOOD '1" OR LESS 8 OAKDALELE NY 10d 6" EDGE / 12" FIELD 18 3 4 3 4 (1) TABULLATED CONNECTION REQUIREMENTS ARE BASED ON TOTAL UPLIFT MINUS .6 OF ROOF ASSEMBLY DEAD LOAD (.6 x 10 PS1) GRI ,N E DRIVE STRUCTURAL PANELS GREATER THAN 1" 10d 16d 6" EDGE / 6" FIELD Y u769 18 3 4 3 4 (2) WHEM THE TABULATED NUMBER OF NAILS REQUIRED IN EACH END OF THE STRAP IS EQUAL TO 1 AND THE FRAMING IS ATTACHED IN TEL:(, 16)848-7439 DIAGONAL BOARD SHEATHING 1"X6" OR 1"'X8" 2 - 8d 2 - 10d PER SUPPORT 20 4 4 4 4 ACCORDANVCE WITH TABLE 3.1 THE RIDGE STRAP AND ADDITIONAL NAILING IS NOT REQUIRED, TOP PLATE SPLICE REQUIREMENTS EMAIL:greentreead@gmail.com DIAGONAL BOARD SHEATHING 1"X10" OR VMDER 3 - 8d 3 - tOd PER SUPPORT TWO STORY (3) WHENN A COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP, THE NUMBER OF 10d COMMON NAILS REQUIRED IN EACH END OF THE COLLAR (REFER TO TABLE 3.21 OF THE WOOD FRAME CONSTRUCTION (1) PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.5 TIE NEED SNOT EXCEED THE TABULATED NUMBER 8d NAILS IN A STEEL STRAP. MANUAL 2001 SBC HIGH WIND EDITION) UNAUTHORIZED ALTERATION OF ANY ITEM ON (1) NAILING REQUIREMENTS ARE BASEDi ON WALL SHEATHING SPACED 6" O.C. AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3" O.C. AT THE PANEL EDGE TO " THIS DOCUMENT IS A VIOLATION OF NEW YORK OBTAIN HIGHER SHEAR CAPACITY, NAIIJMG REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES (2) TABULATED AB L BYD.FR FRAMING GFLOADS AND NOTCONNEC ION RE B EMETTS CORNERS PERMITTED TO BE (THE TABULULATED CONESC 1OO THE REQUIREMENTS PRATEARE BASE ON A R BELOW. RIDGE STRAP SPACING, FOR DIFFERENT RIDGE STRAP SPACING, MULTIPLY BUILDING DIMENSION (FT) MINIMUM SPLICE LENGHT(FT) STATE LAW. SHALL BE USED TO MAINTAIN LOAD PATfH. FOR 12 2 (2) WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1 - 16d NAIL (3) TABULATED FRAMING LOADS ASSUME A BUILDING LOCATED IN EXPOSURE B (5) TABULAATED CONNEC1IONS REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70 FOR FRAMING NOT LOCATED WITHIN 8 FEET 16 3 JOB No. PER FOOT. OF BUILDINNG CORNERS 20 4 20)24-820 �,FZED ARC (3) CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED, CHECK IBC FOR ADDITIONAL REQUIREMENTS. ALL QUANTITIES ARE BASED (6) 1-1/4"20 GAGE RIDGE STRAP SHALL BE OF ASTM A653 GRADE 33 STEEL OR EQUIVALENT 24 4 DATE ����,Qtt A' SFpe'S'�j� ON 16 OC SPACING FOR RAFTER, JOISTS AND STUDS. 28 5 RIDGE STRAP SPACING (IN.) 12 16 19.2 24 48 72 32 6 12.8.24 9 A MULTIPLIER 1.00 1.33 1.60 2.00 1 4.00 6.00 36 7 DRAWIN BY 40 8 SR �j 031601 50 q O 60 12 SCALE or N y 70 14 80 16 DRAW/ING TITLE DWG No. WIND ST-l. ol NOTES i NAILING &STRAPPING AT EXTERIOR WINDOWS/DOOR HEADERS (REQUIRED FOR ALL NE1'W CONSTRUCTION AND/OR NEW EDITIONS) WALL STUD WALL STUD WALL STUD 2 X 4 CONTINIOUS LATERAL BRACING ®6" BOTTOM PLATE BOTTOM PLATE O.C. NAILING SCHEDULE 'B': (WOOD FRAME CONSTRUCTION MANUAL) FLOOR JOIST FLOOR JOIST STEEL STRAP LAPPED = ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS 3/4" PLYWOOD 3/4' PLYWOOD UNDER SILL PLATE, HETA40 ARCHITECTURE+DESIGN,P.C. BY SST. WITH NOTATION SUBFLOOR SUBfL00R 8—IODX1 1/FASTEN NAILS. ROUGH A B C D E F OPENING NCHOR BOLT ANCHOR BOLT 10-8d NAILS 2'-0' 2 (1) 2x4 1 1 1 1 = SILL PLATE 4'-0' 4 (1) 2x4 2 2 2 2 SILL PLATE SILL PLATE '—O" 6 (2)I 2x4 OR (1) 2x8 3 3 3 3 ANCHOR BOLT 6 6'-0' 8 (2) 2x4 OR (1) 2x8 3 3 3 3 STEEL STRAP EMEDDED STEEL STRAP LAPPED INTO CONCRETE, HETA40 UNDER SILL PLATE, HETA40 10'-0" 10 (2) 2x6 4 4 4 4 BY SST. FASTEN WITH BY SST. FASTEN WITH GABLE END Ova 12'-0" 12 (2) 2x6 5 5 5 5 8-10DXI 1/2" NAILS. 8-10DX1 1/2" NAILS. 5d COOLERRS NAILS 37- NOTATIONS : 0 10" O.C. RAFTER TO FRAMING MEWED (A) NUMBER OF 8d NAILS AT EACH END OF SiTRAPPINGS 2 X 4 BLOOCK NAILED USE MODEL H2.5 "SIMPSON" TO EACH BBRACE W/ 5-8d NAILS TO RAFTERS H2.5 JUN 18 2025 4-10d NAILLS 5-8d NAILS TO PLATES (B) NUMBER OF SILT_ STUDS ON THE FLAT DOES NOT APPLY TO DOORS 3.2.2.3 WALL ASSEMBLY TO FOUNDATION 1/2' GYPSIUM BOARD ALTERNATE FASTENING C) NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF HEADER 5d COOLER2S NAILS 20 GAGE STE W/STRONG—DRIVE SO ZONING BOARD OF APPEALS ( FIRST FLOOR WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION, SILL PLATE, OR BOTTOM PLATE IN ACCORDANCE WITH THE STRAP CONNECTOR SCREWS REQUIREMENTS OF TABLE 3.2 OR TABLE 3.3B (SEE DETAILS 3.IA—E). WHEN TABLE 3.38 IS USED, A MINIMUM OF 1-1/4'x20 GAGE 0 7' O.C. 5—SD9112 TO RAFTER (D) NUMBER OF 16d NAILS END NAILED THOUGH ADJACENT KING STUD TO END OF HEADER AT EACH STEEL STRAP SHALL BE NAILED TO THE STUDS IN ACCORDANCE WITH TABLE 3.3B, STEEL STRAPS SHALL HAVE A MINIMUM 10-8d NAILS 5—SD9112 TO PLATE SIDE EMBEDMENT OF 7" IN CONCRETE FOUNDA11ONS AND SLABS ON GRADE, 15" IN MASONRY BLOCK FOUNDATIONS, OR BE LAPPED UNDER THE PLATE AND NAILED IN ACCORDANCE WITH TABLE 3.3B (SEE DETAIL 3.3A—C). WHEN THE STEEL STRAP IS LAPPED ENDWALL STUDS ALL STRAPPING AT i6" O.C. (E) NUMBER OF JACK STUDS AT EACH END OF HEADER (ASSUME DOUBLE HEADERS) UNDER THE BOTTOM PLATE, 3" SQUARE WASHERS SHALL BE USED ON THE ANCHOR BOLTS AND ANCHOR BOLT SPACING SHALL NOT EXCEED THE REQUIREMENTS SPECIFIED IN TABLE 3.2B. STEEL STRAPS EMBEDDED IN OR IN CONTACT WITH SLAB ON GRADE OR (F) NUMBER OF 16d NAILS END NAILED THOUGH ADJACENT JACK STUD TO END OF SILL(S) AT EACH MASONRY BLOCK FOUNDATIONS SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION OR MANUFACTURED FROM GALVANIZED SIDE (DOES NOT APPLY TO DOORS) STEEL COATED WITH A MINIMUM OF 1.8 oz. OF ZINC PER SQUARE FOOT OF STEEL. SILL TO FOUNDATION DETAILS BRACING AT GABLE END WALL RAFTER TO TOP PLATE 1 2 3 b ATTIC RIDGE—PLATFORM FRAMING ONLY D A d" A ANCHOR BOLTS AND WASHERS AS REQUIRED—EMBEDD 7" IN POURED CONCRETE AND 15" IN CMU E g SECOND FLOOR ANCHOR BOLTS AND WASHERS AS CS20 REQUIRED—SEE CHART ON ST-2 F BLOCKING 2 BAYS ACID TREATED LTP4 BACK 0 4'-0" O.C. C\j -9 SILL PLATE FCOU ON WALL STUD TO STUD USE MODEL CS20 BY *SIMPSON" FIRST FLOOR 3-8d NAILS 0 EACH END OF STRAP BAND JOIST TO TOP PLATE USE MODEL LTP4 BY'SIMPSON" ALL STRAPPING AT 16' O.C. BLOCKING 2 BAYS A/Z BACK ®4'-0' O.C. :STRAPPING AT HEADERS BLOCKING AT END WALL 6 ANCHORING TO FOUNDATION STUD TO STUD 4 5 7 "SIMPSON' HDU2 1/2' SPACING ISSUES / REVISIONS CORNER STUD DESCRIPTION DATE No. THREADED RO)D EMBEDDED 2-16d COMMON NAILS AT ISSUIED FOR FILING n/8/2024 0l 12-1/2" INTO) CONCRETE W/ 6" O.C. FOR FULL LENGTH 'SIMPSON* ETT (HIGH STRENGTH OF STUD EPDXY ADHESSIVE) ••C ° o Q CS20 CS20 COIL STRAP AT EVERY ROOF RAFTER ROOF RAFTER PROMDE SODUD 11 Za2O (SEE ROOF PLAN) BLOCKING AAT ENDWALL (I I LTP4 ALL DRAWINGS. SPECIFICATIONS AND COPIES THEREOF FURNISHED BY GREENTREE ARCHITECTURE AND DESIGN (HEREIN KNOWN AS THE ARCHITECT) ARE AND SHALL REMAIN SECURE COLLOR TIE TO R.R. WITH THE PROPERTY aF THE ARCHITECT. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT. SUBMISSION OR STUD TO BAND JOIST DISTRIBUflION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR 07HER PURPOSES IN WOSHERS (2 MIN. EACH JOIST) i/2' THU—BOLTS WITH NUT AND )J' USE MODEL CS20 BY'SIMPSON" CONNECT10N WITH THE PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROQATION RIDGE SEE FRAMING 3-10d NAILS ®EACH END OF STRAP LTP4 OF THE AFRCHnECRS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS PLANS RIDGE SEE FRAMING BAND JOIST TO CCA SILL PLATE O USE MODEL LTP4 BY "SIMPSON* Proposed Addition to Residence 19P PLATES TO Sj>,D PLANS O ALL STRAPPING AT 16 O.C. USE MODEL SP6 (FOR 2 X 6 STUD SIMPSON SKEWABLE 'U' HANGER Is WALL) BY"SIMPSCN' LSSU COIL STRAPS MAY BE USED Whitmire Residence 6-10d NAILS TO STUDS HANGER SIZE TO MATCH DEPTH OVER SHEATHING. USE MODEL SP4 (FOR 2 X 4 STUD sP6 OF LUMBER 96o I Marratooka Road WALL) BY*SIMPSON* 2» MIN' Matttituck, NY 6-10d NAILS TO STUDS GREENTREE 3P PLAT"E TO STUD HIP RAFTER DETAILS COIL STRAP & COLLAR TIES CORNER HOLD-DOWN BAND JOIST TO SILL PLATE ARCHITECTURE &DESIGN (i4 9 10 llf 12 ig GREENTREE DRIVE Minimum two-ply OAKDALE,NYU769 Minimum four-ply truss for quantity » TEL:(516)848-7439 THREADED ROD EMAIL:greentreead@gmail.com truss for quantity of two applications GRADE A307 OR of two applications that are offset BETTER W/ WASHER that are not offset AND NUT UNAUTHORIZED ALTERATION OF ANY ITEM ON Note: $tud-to-plat onnections THIS DOCUMENT IS A VIOLATION OF NEW YORK 1 are required to compefee STATE LAW. FSC 4" Min. do 12" Max. STRONG—DRIVE SDWF BOOR TO the load path and are the STRONG—DRIVE SDWF FLOOR TO Upper wall FLOOR SCREW BY SIMPSON responsibility of the Designer. FLOOR SCREW BY SIMPSON bottom plate STRONG—TIE STRONG—TIE splice shown JOB No. 2024-820 ED ARC DATE �� p�� A' SF•a�e.y��' 12.8.24 �v� y�' �9 'CA � DRAWN BY • t" Min. SR FSC Lower wall 031601 TOP PLATES TO SjUp, Holdown USE MODEL H6 (FOR 2 X 6 STUD offset to top plate WALL) BY "SIMPSCIN" f— prevent Strong-Drive® splice shown SCALE OF 8-10d NAILS TO STUDS SDS screw 4" Min. 8-10d NAILS TO TOP PLATE ° Perspective View of Corner AS NOTED interference Conditions with Double SDWF H6 HDU2 �6" THREADED ROD (Single SDWF similar) GRADE A307 OR H T5 BETTER W/ WASHER DRAWING TITLE DWG No. TOP PLATE TO STUD FLOOR TO FLOOR HOLD-DOWN FLOOR SPAN CONaffT OR FLOOR TO FLOOR SCREW FLOOR TO FLOOR SCREW S1TRAPPING ST-1. 02 13 14 15 1 b 17 DETAILS INSTALL 1" RIGID INSULATION CUT TO FIT BETWEEN THE RAFTERS. FOAM 'SEAL BOTH / INTERIOR CHASE WALLS SIDES ALONG RAFTER WITH EXPANDING FOAM' SEALANT. / PIPE PENETRATION MAINTAIN EQUAL VENT SPACE / ;, ARCHITECTURE+DESIGN, P.C. FOR LENGTH OF RIGID EXPANDING FOAM AT / INSULATION PERIMETER OF PIPE / VENTED AIRSPACE 1/2" GYPSUM BOARD / THIN-PROFILE SHEATHING / CLOSURE AT EXTERIOR WALL / ATTIC INSULATION tx4 BLOCKING 7 CONTINUOUS BEAD CONTINUOUS BEAD OF S OF SEALANT /PROMDE ._ my LJ, 'LL VY-1% ....... A Er-NSULATED EXTERIOR WALL EXTERIOR WALLIOAND CEILING CEILING AT LADDER I CEILING GYPSUM BOARD RECEIVED EXTERIOR WALL SHEATHING PRIOR To SOFFIT ASSEMBLY BLOCKING AS AIR BARRIER EXTERIOR INSULATED WALL JUN 18 2025 CONTINUOUS BEAD CONTINUOUS BEAD OF SEALANT OF SEALANT 1/2' SHEATHING AND ZONING BOARD OF APPEALS OF SEALANT �—+ I CONTINUOUS BEAD HOUSE WRAP WOOD FRAME SOFFIT OF SEALANT — EXTERIOR INSULATED WALL R ASSEMBLY INSTALL 1' RIGID INSULATION ---INTERIOR VERTICALLY TO CONNECT INSULATING CABINETR SHEATHING TO RIGID INSULATION —CONTINUOUS MINIMAL BAFFLE FOAM SEAL BOTH JOINTS EXPANDING FOAM AT WINDOW PERIMETER DARK LINE ILLUSTRATES CONTINUITY OF AIR BARRIER AT WALL SECTION WINDOW UNIT AS CEMENT BACKER BOARD AIR BARRIER TUB SURROUND FINISH ROOF SKYLIGHT EXPANDING FOAM SEALANT MANUFACTURED RECESSED LIGHT ENCLOSURE TUB U� - CONTINUOUS MINIMAL —ROOF RAFTER ATTIC INSULATION TUB SURROU EXPANDING FOAM AT OD ME FLOOR RIGID INSUXATION ATI1C JOISTS (BEYOND}— WINDOW PERIMETER ASSEMBLY R-VALUE/THICKNESS PER CLIMATE CONTINUOUS BE OF CONTINUOUS BEAD OF SEALANT SEALANTE PROVIDE BLOCKING A CONTINUOUS BEAD OF SEALANT HVAC DUCT EXPANDING FOAM SEALANT STUD CAVITY AT TUB CONTINUOUS BEAD AT EXTERIOR WALL PAINT COATING OVER GYP WOOD FRAME SOFFIT OF SEALANT INSULATED EXTERIOR AS AIR BARRIER STUD WALL CONTINUOUS ASSEMBLY THIN-PROFILE WALL OF ADHESIVEBEAD PROVIDE INTERIOR SHEATHING SHEATHING AT EXTERIOR WALL PRIOR CONTINUOUS BEAD F CONTINUOUS BEAD TO SOFFIT ASSEMBLY EXPANDING FOAM SEALANT AT PERIMETER SEALANT OF SEALANT CONTINUOUS BEAD OF SEALANT CONTINUOUS BEAD DRYWALL CEILING EXPANDING FOA OF SEALANT RECESSED LIGHTING FIXTURE --WOOD FRAME FLOOR ASSEMBL-' CONTINUOUS BEAD OF SEALANT I CONTINUOUS BEAD OF SEALANT -ELECTRICAIL WIRE INTERIOR VERTICAL CONTINUOUS BEAD ISSUES / REVISIONS ATTIC INSULATION OF SEALANT DESCRIPTION DATE No. PROVIDE INTERIOR SHEATHING TOP PLATE PLUMBING PIPE ISSUED FOR FILING 12/8/202 01 _ _ WOOD FRAMING AT EXTERIOR WALL PRIOR 4 EXPANDINCG FOAM SEALANT TOP PLATE SHEATH INTERIOR OF TO INTERIOR WALL CONTINUOUS MINIMAL ATTIC ACCESS TO ASSEMBLY EXPANDING FOAM AT +1" OF INSULATION L WINDOW PERIMETER WALL STUCD SEALANT EXPANDING FOAM 1" RIGID INSULATION INTERIOR WALL STUD WALL ACCESS PANEL DRAW ACCESS PANEL SNUG WITH PERIMETER SCREWS TRIM AS REQUIRED ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY GREENTREE FINISH CEILING Tie aI�ERTY OF THE ARCHD DESIGN ITECTT. TEREIN HEY ARESTO BE USED ON Y ARE WL WITH TO THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT. SUBMISSION OR DISTRIBUTION 1fO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN LADDER BLOCKING AS REQUIRED CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION INSULATED EXTERIOR WALL OF THE ARCHI7IEC7S COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS. WINDOW UNIT AS AIR BARRIER Propmed Addition to Residence CONTINUOUS MINIMAL EXPANDING FOAM AT Whitmire Residence a WINDOW PERIMETER 96o Marratooka Road VON CONTINUOUS BEAD Mattittuck, NY OF SEALANT CONTINUOUS BEAD GREENTREE PIPE PENETRATION OF ADHESIVE ARCHITECTURE &DESIGN aH ROOFOOF PROVIDDE BLOCKING AT MEMBRANE FLASHING COLLAR THROUGH METAL FLASHING COLLAR STUD CAVITY AT SHOWER OVERLAP COLLAR ONTO LOWER OVER MEMBRANE IN CONTINUOUS BEAD AT EXTTERIOR WALL MEMBRANE COLLA OVERLAP COLLAR CONTINIUOUS BEAD OF taYER OF ROOFROOF SHINGLES ONTO LOWER LAYER OF OF SEALANT SEALANT LOWER LAYER OF ASPHALT 1q GREENTREE DRIVE CONTINUOUS BEAD OF SEALANT ROOF SHINGLES OAKDAELE,NY u 6 CONTINUOUS BEAD OF ADHESIVE �. 7 9 LOWER LAYER OF FULLY- ,. UPPER LAYER OF ASPHALT TEL:(516)848-7439 CONTINUOUS BEAD INTERIOR WOOD FRAMED WALL ADHERED ROOF�°�� ROOF SHINGLES EMAIL: greentreead@gmail.com OF SEALANT �— 1/2 GYPSUM BOARD UPPER LAYER OF FULLY- TILE SURROUND FINISH 1x6 BLOCKING ; ACUT DHERED ROOF MEMBRANE \_CEMEN7 BACKER BOARD FLOOR STRUCTUR LAP E MEMBRANE VER IDD UNAUTHORIZED ALTERATION OF ANY ITEM ON RANE INSULATED EXTERIOR calm THIS DOCUMENT IS A VIOLATION OF NEW YORK STUD WALL r PLYWOOD SHEATHING L STATE LAW. THIN—PROFILE WALL --•CONTINUOUS MATH H-CLIPS,CUT PLYWOOD BEAD � SHEATHING OF SEALANT INSULATED EXTERIOR WALL AROUND PIPE PENETRATION CONTINUOUS BEAD JOB No. 5'FOIL-FACED OF SEALANT EXTERIOR WALL SHEATHING CONTINUOUS BEAD CLOSED CELL FOAM BACKER PSULATI G SHEATHING IN 2024-820 OF SEALANT ROD AND URETHANE SEALANT INSULATING SHEA2%1.*) AT PIPE PERIMETER 3 LAYERS STAGGERED Y,1.5'), ��RE� ARc JOINTS STAGGERED CONTINUOUS SILL SEALER DATE O� A. S O ,q INTERIOR GYPSUM WALLBOARD CLOSED Cot FOAM BACKER CONTINUOUS FULLY- - FULL WIDTH OF MUDSILL 12.�.24 �V f SHOWEIR PA AS AIR BARRIER ROD AND URETHANE SEALANT ADHERED AIR BAWD AT PIPE PERIMETER MEMBRANE OVER r y '9 (AIR BARRIER) PLYWOOD —FOUNDATION WALL AS ROOF PLYWOOD H-CIJPS AIR BARRIERBY EXPANDING FOAM o DRAWN SR --WOOD (FRAME FLOOR ASSEMBLY a CONCRETE SLAB AS �� 031601 a AIR BARRIER SCALE qj�OF y� c AS NOTED n o DRAWING TITLE DWG No. • •a AIR SEALANT ST-1. o3 S DETAIL i 2 2 A2.01 A2.01 Bf-on �r 3'-2" 1'-8" 3'-2" ARCHITECTURE+DESIGN, P.C. - - —LINE OF STAIRS ABOVE - .:" •..� r: :c;.:.. ;..w:r:.: NEW 44 ACQ TREATED (2) 2X8" RIM (TYP.) POST WITH PB44 COLUMN ACCESS PANEL WITH ® ® BASE BY SIMPSON STRONG NEW 2X " FJ 0 16" O.C. VENT TO OUTSIDE o ` TIE. TIE TO NEW 14"0 CONC. FULL HEIGHT • SONOTUBE FOOTING MIN. 36" NEW 4" CRAWLSPACE •.*.� ® BELOW GRADE (TYP ALL) ' P.C. SLAB " TYP FOOTING (OVER SLAB) . 8-0 L` FREESTANDING DECK - �+ FOOTINGS PROVIDE �N DO NOT FASTEN TO YNTH 2 #46ARSCONTIN000S STRUCTUREI THICK X2D E CONCRETE • , .. .,•,. : : . .,. 6" S AR OF FOR (TYPICAL L TYP FOUNDATION STUD AT RE SERVICE PUMP ROOM RECENED ' PROVIDE 8" WIDE 3000 PSI SHOWER AREA. ►; BATHROOM EJECTOR " L NEW 2X8" FJ 0 16" O.C. CONCRETE FOUNDATION WALLS W/ t:. PUMP. WIDTH 46" OR AS " #4 BARS 16" VERTICAL AND 18" 2 �" STEEL STUD OVER REQUIRED BY � NEW 4 HORIZONTAL O.C. HEIGHT TO SLAB 10'_1�" 26 3'-9" F,� �U� 8 2�2� P.C. SLAB EXISTING CMU. NEW MANUFACTURER 2-9 HEIGHT, TO MATCH EXISTING INTERIOR DRYWALL ®BATHROOM = EXISTING UTILITIES TO REMAIN, NEW " :.. :r. FASTENED TO STEEL I `. SERVICE CLOSET TO HAVE TYPE ma I STUD.- E.F. `r 'X' DRYWALL WALLS AND CEILING ZONING BOARD OF APPEALS ' ��— 668 LINE OF OVERHANG 2 NEW 40 ACQ TREATED ABOVE / _ r—I POST WITH PB44 COLUMN ./" BASE BY SIMPSON STRONG ELECTRICc SERVICE TIE. TIE TO NEW 14"0 CONC. SERVICE AL W ih 2668 CLOSET 2 2X8" RIM TYP. r SONOTUBE FOOTING MIN. 36" EXISTING CMU o FOUNDATION TO REMAIN I ��-, Fr A FrJ ` BELOW GRADE (TYP ALL) 4-1 x FREESTANDING DECK - NEW SLAB " I W 2X8" FJ 0 16" O.C. DO NOT FASTEN TO 4" CONCRETE SLAB 3000 PSI 0 28 DAYS. USE 6"x6"x1.4 VIWF OVER 6 ( co — mil VAPOR BARRIER. PROVIDE 4" NEW 4"dia. PIPE COLUMN v STRUCTURE GRAVEL BASE. TYP ALI. NEW SLABS 7'_4• WITH 24x24x12" DEEP CONCRETE FOOTING GYM AREA TO CRAWL I 2R EXISTING BLOCK WALL _ UP FOUNDATION TO REMAIN EXISTING P.C. SLAB EXISTING BLOCK WALL COL( PIPE 3'-0" UNDISTURBED EXISTING FOUNDA11ON TO REMAIN CRAWLSPACE STAIR TO LINE OF EXISTING DECK EXISTING 2X8" FJ 0 16" O.C. UNDISTURBED LINE OF EXISTING DECK Q, ABOVE 4o ABOVE — _ L EXISTING BLOCK WALL EXIST PIPE COL TO — REMAIN `� � o ►-� FOUNDATION TO REMAIN ® I � UNDISTURBED N XI EXISTING (3) 2X8" o C.I IN-URD B x NEW CMU EXTERIOR WALLS - "'o ON NEW P.C. FOUNDATION z F WALL DECK POST TO BE NEW CMU TO BE o 61 R UIl TO LANDING W EXISTING W ANCHORED TO NEW I P.C. SLAB FOUNDATION TOOTHED-INTO �., L NDI G 4'-9" EXISTING CMU CONTRACTOR EXISTING CMU. ALL NEW POURED TO GROUT ALL WALLS TO BE GROUTED POSSIBLE HVAC LOCATION CONCRETE - CMU SOLID ELECTRICAL 2 J" STEEL STUD OVER SOLID. SERVING BM & 1ST FL-7j BELOW HEADER SUB PANEL NEW CMU. NEW INTERIOR NEW PIPE FOUNDATION 4" �' "' .• � '.: , �•�" WATER r • s ABOVE GRADE AT NEW 4"dia. PIPE COLUMN ERVICE-� DRYWALL FASTENED ,. •r COL EXTENDED BASEMENT. �+ STEEL STUD. I� WITH 24x24x12' DEEP ". C�. (SEE TYP FOOLING 0 CONCRETE FOOTING r. T I , LINE OF SOFFIT 2068 LNDRY AND FOUNDA11ON ALIGN I ETR ETR NEW EXTERIOR DOOR WITH ABOVE �I ETR ETR NOTE) 1.0 SLAIB� to SADDLE. DROP TOP OF z51 LINE OF FOUNDATION WALL 4" zHEADE FOR NEW DOOR ABOVER o NEW rx2" WIDE 3068 3068 '5/21 I PLAY ROOM W • N STEEL LINTEL • RELOCATED `i NEW 4" °x° ABOVE TOP NEfW 2X8 RR 0 16 O.C. 5'-3" WASHER/DRYER. P.C. SLAB z EXISTING CMU COURSE CMU PITfCH " PER FOOT OUT I I CONTRACTOR TO PROVIDE I FOUNDATION AND P.C. I NEW DRYER VENTING AS INEW SS R FOOTING TO REMAIN PER RCNYS 'THREADED ROD uj EXISTING BLOCK WALL A2.01 TO BE CONTRACTOR A2.01 'n INSTALLED INTO TO GROUT ALL 3,-6 UNDISTURBED 20'-2 " FOUNDATION TO REMAIN (EXISTING CMU SOLID (FOUNDATION. BELOW HEADER NEW #5 REBAR ANCHORED INTO ;' 4 NEW FOUNDATION " - -�- �--- AT 16" O.C. ETR ETR NEW FOOTING DEPTH TO " " MBKDMENT ISSUES / REVISIONS MATCH EXISTING. FOOTING TO BEAR ON DESCRIPTION DATE No. UNDISTURBED SOIL. ISSUED FOR FILING 12/8/2024 of 1 PROPOSED FOUNDATION PLAN 2 PROPOSED BASEMENT PLAN A I.O1 SCALE: 1/4" = V-0" A1.01 SCALE: 1/4" = V-0" ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY GREENTREE ARCHITECTURE AND DESIGN (HEREIN KNOWN AS THE ARCHITECT) ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REOUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS NOTES: SO SMOKE ALARM TO BE HARD-WIRED TO ELEC. WITH BATTERY BACK-UP PER Proposed Addition to Residence 2010 RCNYS R313.1.2 ® CARBON MONOXIDE DETECTOR TO BE HARD-WIRED TO ELEC. NTH BATTERY BACK-UP PER 2010 RCNYS R313.4.3 ® W- WINDOW D - DOOR S - SKYLIGHT(SEE SCHEDULE) Whitmire Residence EMERGENCY EGRESS WINDOW. MINIMUM 5.7 S.F. CLEAR OPENING, WITH A Ec MINIMUM OPENABLE WIDTH OF 20' AND A CLEAR OPENABLE HEIGHT OF 96o Marratooka Road 24" PER 2020 RCNYS SECTION R310. Mattltuck, NY Q NEW JUNCTION BOX FOR NEW LIGHT/FAN FIXTURE ® EXTERIOR WALL CONSTRUCTION: VINYL SIDING OVER 'TYVEK' HOUSEWRAP OVER 1/2'PLYWOOD SHEATHING. GREENTREE 2X6" WOOD STUDS 16' O.C. WITH R-21 BATT INSULATION. 1/2' GYPSUM ALL POURED CONCRETE WALLS, FOOTINGS, PIERS AND GRADE BEAMS SHALL BE 3,000 PSI POURED BOARD (INSIDE) TAPED AND SPACKLED ARCHITECTURE &DESIGN CONCRETE UNLESS OTHERWISE NOTED. ALL PORCHES, CARPORT SLABS, AND GARAGE FLOOR SLABS EXISTING WALL TO REMAIN SHALL BE AIR ENTRAINED AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,500 PSI @28 DAYS. EXTERIOR STUDS TO REMAIN. INTERIOR DRYWALL AND FlNISHINGS TO BE FOUNDATION DRAINAGE TO COMPLY WITH SECTION R405 OF THE 2010 RCNYS. FOUNDATION REMOVED, NEW R-15 BATT INSULATION W/1¢" GYP. BD. i9 GREENTREE DRIVE WATERPROOFING AND DAMP-PROOFING TO COMPLY WITH SECTION R406 OF THE 2010 RCNYS. OAKDALE,NY11769 NEW INTERIOR WALLS TO BE 2x4 WOOD STUD 16" O.C. W/1¢' GYP. BD. (5 T6 ON EACH SIDE. UNLESS OTHERWISE NOTED. TEL: )848-7439 NEW INTERIOR PLUMBING WALLS TO BE 2x6 WOOD STUD 16" O.C. W/N�" EMAIL:greentreead@gmail.com GYP. BD. ON EACH SIDE. UNLESS OTHERWISE NOTED, FOUNDATION NOTES: UNAUTHORIZED ALTERATION OF ANY ITEM ON PROVIDE NEW PRE-HUNG MASONITE DOORS W/PAINTED FINISH AND THIS DOCUMENT IS A VIOLATION OF NEW PORK 1. BOTTOM OF FOOTINGS, AND SLABS SHALL BEAR ON SOIL EITHER COMPACTED FILL OR STANDARD HARD DOOR SIZE IN COORDINATE WALL THICKNESS. STATE LAW. UNDISTURBED SOIL OF 95% PROOTER DENSITY. ALL BOTTOM OF FOOTINGS SHALL BEAR ON SOIL, UNDISTURBED HAVING A MINIMUM BEARING CAPACITY OF (2) TWO TONS PSF. ® INDICATES PARALAM POSTS-DOWN.SEE PLAN FOR slzEs. JOB No. 2. BOTTOM OF ALL FOOTINGS SHALIL BE MINIMUM OF 3'-6" BELOW ADJACENT GRADE. STEP ® INDICATES PARALAM POST UP 2024-820 FOOTINGS SHALL BE STEPPED AT 2'-0" HORIZONTAL: 1'-O" VERTICAL BM SIZE AS INDICATED �v, ARC,y INDICATES CENTER OF STRUCTURAL BEAM DATE A. S / 3. ALL CONCRETE SLABS ON GRADE SHALL BE 4" THICK WITH A 12" PERIMETER. X 4. ALL BACKFILL MATERIAL SHALL EBE OF SAME TYPE OF SOIL AS REMOVED DURING EXCAVATION. 2x1D-16"O.C. 12.8.24 � tA �q �0 5. ALL CONCRETE TO BE A MIN, 3,(000 PSI AFTER 28 DAYS MINIMUM. CEILING JOISTS- IV-7'AFF DRAWN BY N 6. ALL REBAR ASTM A-615 GRADE 60 INDICATES FLOOR JOIST,DECJ JOIST,CEILING JOIST,ROOF RAFTR. 7. FOOTINGS ARE TO BE INSTALLED( ON UNDISTURBED VIRGIN SOIL. THE BOTTOM OF ALL FOOTINGS P.T.=PRESSURE TREATED,ACO SR 031601 ARE TO BE INSTALLED A MINIMUIM OF 3' BELOW GRADE UNLESS OTHERWISE NOTED. '9 8. ALL SNAP OFF FORM TIES ARE TO BE REMOVED AND REMAINING OPENINGS ARE TO BE SEALED. ABBREVIATIONS: SCALEAS NOTED OFF* Nay 9. FOUNDATION DRAINAGE TO COMPLY WITH SECTION R405 OF THE 2010 RCNYS. V.I.F. VERIFY IN FIELD P.C. POURED CONCRETE 10. FOUNDATION WATERPROOFING AND DAMP-PROOFING TO COMPLY WITH SECTION R406 OF THE CENTERLINE P.T. RETREATED 2010 RCNYS. O.C. ON CENTER HOR. H HEADEEADER DRAWING TITLE DWG No. C.J. CEILING JOIST U.O.N. UNLESS OTHERWISE NOTED F.J. FLOOR JOIST LVL LAMINATED VENEER LUMBER D.J. DECK JOIST H.H. HEADFIRST F OORHEI SLAB FO UNDA TIO A-l. oi R.R. ROOF RAFTER F.F. FIRST FLOOR SLAB MC MEDICINE CABINET PNTD. PAINTED -PLANS DOUGLAS FUR I 2 2 A2 rOlj A2.01 8'-0" WINDOW ARCHITECTURE+ DESIGN, P.C. — CL M MUDROOM o� I 14RIDN 0 1 PA 10 I I 3osa o NEW WALL CONSTRUCTION: NEW WINDOW NEW WINDOW NEW WALL CONSTRUCTION: VINYL SIDING AS SELECTED BY OWNER VINYL SIDING AS SELECTED BY OWNER 2 OVER 1" RIGID INSULATION OVER )f CDX 6" 15'-0" 6 OVER 1" RIGID INSULATION OVER )�" CDX PLYWOOD. 2X6 WOOD FRAMING- 16" O.C. PLYWOOD. 2X6 WOOD FRAMING- 16" O.C. RECEIVED R-21 BATT INSULATION. )r GYPSUM R-21 BATT INSULATION. N�" GYPSUM BOARD SHEATHING INSIDE, TAPED AND BOARD SHEATHING INSIDE, TAPED AND `i' SPACKLED. 3 3 SPACKLED. 'JUN 18 2025 �' KITCHEN (RENOVATION) 17 Z Z 3 ZONING BOARD OF APPEALS z M 7 BEDROOM #3 _-_-_ EXISTING WOOD STUDS TO REMAIN. NEW o / FURRING INSTALLED FOR A FLUSH -- ASSEMBLY WITH THE NEW 6" STUDS. o NEW STAIRS DOWN R-13 BATT INSULATION INSTALLED IN TO PATIO EXISTING CAVITY. NEW INTERIOR ISLAND N ---9----- I DRYWALL, TAPED AND SPACKLED TO I 5'-0" 5'-11�" 3'-6 " FINISH. EXISTING 2' 10" LL 7'-5" " INEW 6'-0" SLIDING DOOR I 2068 2068CL NEw WINDOW 2-g Iuc�) CL ' I 3'-9" 9'-9" 2668 2068 0 S-0 " V-5 " S-0^ M `0 2668 ® "0 2068 2668 BATH 0 Z CL � ° " I--- " 2668 I An EXISTING SCREENED DECK 2068 N a z o CL DINING ROOM o �2 2668 TO REMAIN PRIMARY Z z s o Z BATH 2668 O co lic-= N CONTRACTOR TO REMOVELO DECK, FJ'S AND BEAM TO o " MILLWORK AS I BEDROOM #2 ACCESS ROOF AREA o I 1' SELECTED BY 2'-8" I ® 3'-2" BELOW. M PDR OWNER NEW SINGLE-PLY ROOF W RM MEMBRANE WITH AL z o RELATED FLASHINGS 'TO " BE INSTALLED OVER 6'-6" 13'-$" 24 POCKET INSULATION BOARD, OVERDOOR I W I C EXTERIOR GRADE a "1 PLYWOOD. BATH WIN DOUBLE WINDOW I LO ,yO DOUBLE WINDOW 5'-0�" EXISTING ONCE COMPLETE, DECK IS 3 SLOPETO BE O`°� ORIGINALETURNED CONDITIONOITS Z LIVING ROOM PRIMARY BEDROOM EXISTING WOOD STUDS TO REMAIN. NEW R-13 BATT INSULATION INSTALLED IN EXISTING AVITY, NEW INTERIOR u I DRYWALL, TAPED AP D ANDSPACKLED TO uj FINISH. A2.01 A2.01 I L._ NEW TRIPLE WINDOW NEW TRIPLE WINDOW ISSUES / REVISIONS DESCRIPTION DATE No. ISSUED FOR FILING 12/8/2024 of 1 PROPOSED FIRST FLOOR PLAN 2 PROPOSED SECOND FLOOR PLAN A1.02 SCALE: 1/4" = 1'-0" A1.02 SCALE: 1/4" = 1'-0" ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY GREENTREE ARCHITECTURE AND DESIGN (HEREIN KNOWN AS THE ARCHITECT) ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS. NOTES: Proposed Addition to Residence SMOKE ALARM TO BE HARD-WIRED TO ELEC. WITH BATTERY BACK-UP PER 2010 RCNYS .2 Whitmire Residence 0 CARBON MONOXIDEOXIDE DETECTOR TO BE HARD-WIRED TO ELEC. WITH BATTERY BACK-UP PER 2010 RCNYS R313.4.3 96o Marratooka Road 0 W- WINDOW D - DOOR S - SKYLIGHT(SEE SCHEDULE) EMERGENCY EGRESS WINDOW. MINIMUM 5.7 S.F. CLEAR OPENING, WITH A Mattituck, NY EG MINIMUM OPENABLE WIDTH OF 20' AND A CLEAR OPENABLE HEIGHT OF 24" PER 2020 RCNYS SECTION R310. Q NEW JUNCTION BOX FOR NEW LIGHT/FAN FIXTURE GREENTREE ® EXTERIOR WALL CONSTRUCTION: ARCHITECTURE &DESIGN VINYL SIDING OVER 'TYVEKEK' HO HOUSEWRAP OVER 1/2" PLYWOOD SHEATHING. 2X6" WOOD STUDS 16' O.C. WITH R-21 BATT INSULATION. 1/2' GYPSUM BOARD (INSIDE) TAPED AND SPACKLED EXISTING WALL TO REMAIN 19 GREENTREE DRIVE EXTERIOR STUDS TO REMAIN. INTERIOR DRYWALL AND FINISHINGS TO BE OAKDALE,NY n769 REMOVED, NEW R-15 BATT INSULATION W/lt" GYP. BD. TEL:(516)848-7439 EMAIL:greentreead@gmail.com IMEM NEW INTERIOR WALLS TO BE 2K4 WOOD STUD 16" O.C. W/1r GYP. BD. ON EACH SIDE. UNLESS OTHERWISE NOTED. NEW INTERIOR PLUMBING WALLS TO BE 2X6 WOOD STUD 16' G.C. W/v UNAUTHORIZED ALTERATION OF ANY ITEM ON GYP. BD. ON EACH SIDE. UNLESS OTHERWISE NOTED. THIS DOCUMENT IS A VIOLATION OF NEW YORK STATE LAW. PROVIDE NEW PRE-HUNG MASONITE DOORS W/PAINTED FINISH AND STANDARD HARDWARE. G.C. TO COORDINATE WALL THICKNESS. NUMBERS DENOTE DOOR SIZE IN INCHES. JOB No. ® NZ SATES PARALAM POSTS-DOWN.SEE PLAN FOR 2024-820 FZED gRc'�i ® INDICATES PARALAM POST UP DATE SFpF`q BM SIZE AS INDICATED 12.8.24 ..1 INDICATES CENTER OF STRUCTURAL BEAM DRAWN BY * Tk 2X10-16•D.C. SR CEILING JOISTS- 10'-7' AFF J9 031601 Ol� INDICATES FLOOR JOIST,DECJ JOIST,CEILING JOIST,ROOF OF NE`N y RAFTER. SCALE P.T.=PRESSURE TREATED,ACO AS NOTED ABBREVIATIONS: V.I.F. VERIFY IN FIELD P.C. POURED CONCRETE DRAWING TITLE DWG No. 'i CENTER LINE P.T. PRESSURE TREATED O.C. ON CENTER HOR. HEADER FLOOR T OO�] A 1 C.J. CEILINGJOIST U.O.N. UNLESS OTHERWISE NOTED FL n /� 7. O� F.J. FLOOR JOIST LVL LAMINATED VENEER LUMBER 111 111 D.J. DECK JOIST H.H. HEADERHEIGHT PLANS R.R. ROOF RAFTER F.F. FIRST FLOOR SLAB MC MEDICINE CABINET PNTD. PAINTED I I ARCHITECTURE+ DESIGN, P.C. 2 A2.01 FULL ICE AND WATER SHIELD AT LOW SLOPE X p ROOF AREA (3:12) � l N N I LINE OF WALL BELOW z z 'JUN 18 2025 _ — — o — — — — ROOF CONSTRUCTION ZONING BOARD OF APPEALS > w NEW 40 YR ARCHITECTURAL NEW C`j NEW ASPHALT ROOFING SHINGLES TO w SLOPE ( MATCH EXISTING OVER 30# FELT SLOPE z I PAPER. %' MIN. PLYWOOD SHEATHING. PROVIDE ICE AND NEW 2x8 RR 1 NEW 2x8 RR WATER SHIELD AT ALL VALLEYS 16" O.C. @ 16" O.C. MAND FG.PERIMETER PER RCNYS AND NEW ALUMINUM GUTTERS 11ED TO NEW DRYWELL. COLOR AS POST DOWN TO SELECTED BY OWNER. / ( SUPPORT NEW RIDGE SISTER NEW ROOF RAFTERS TO EXISTING EXISTING EXISTING I I SLOPE SLOPE - - - - - - _ — � " w o >< EXISTING SLOPE I I I EXISTING EXISTING SLOPE SLOPE I I I I 1 I A2.01 ISSUES / REVISIONS IDESCRIPTION DATE No. ISSUED FOR FILING 12/8/2024 of ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY GREENTREE ARCHITECTURE AND DESIGN (HEREIN KNOWN AS THE ARCHITECT) ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT. SUBMISSION OR DISTRIBU11ON TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS. Proposed Addition to Residence 1 PROPOSED ROOF PLAN Whitmire Residence E�1.03 SCALE: 1/4" = V-0" FRAMING NOTES: 96o Marratooka Road 1. ALL SAWN LUMBER SHALL BE DOUGLAS FIR NO. 2. EXTERIOR LOAD BEARING Mattituck, NY STUDS SHALL HAVE A Fb=950 2. SHEAR HOLDOWN CONNECTORS BE PROVIDED AT ALL OPENINGS AND GREENTREE CORNERS. ALL SHEAR HOLDOWNS SHALL BE SHEARWALL HOLDOWNS PHD5-SDS3 ARCHITECTURE &DESIGN AS MANUFACTURED BY SIMPSON STRONG TIE. 3. ALL WINDOW HEADERS SHALL BE (1) 5 1/4" x 11-7/8" MICROLAM HEADERS. i9 GREENTREE DRIVE PROVIDE, 2 JACK STUDS ON EACH SIDE AND PROVIDE STRAPS, CS16 1-1/4 x OAKDALE,NY n769 20 GUAGE COIL STRAPS, ON EACH JACK STUD CONNECTING TO HEADER. TEL:(5i6)848-7439 EMAIL:greentreead@gmail.com 4. FLOOR TO FLOOR CONNECTIONS: PROVIDE CS16, 1-1/4" x 20 GUAGE COIL STRAPS ATTACHING STUDS RIM JOIST UNAUTHORIZED ALTERATION OF ANY ITEM ON AND STUDS BELOW. IF STUDS DO NOT ALIGN, PROVIDE MTS16 TWISTED STRAPS THIS DOCUMENT IS A VIOLATION OF NEW YORK AS MANUFACTURED BY S.S.T. AT EACH STUD (TYPICAL). PROVIDE LTP4 STATE LAW. CONNECTORS CONNECTING TOP PLATE TO RIM JOIST AS MANUFACTURED BY JOB No. S.S.T. 2024-820 RED ARO 5. STUD TO DOUBLE PLATE: DATE ��� �Z A. SF,oFy�j� PROVIDE TWO H2-5A TWISTED STRAPS @ EACH STUD; AS MANUFACTURED BY 12.8.24 y 9 SIMPSON STRONG TIE. DRAWN BY Tlt 6. RAFTERS TO DOUBLE PLATE: SR PROVIDE H2.5 TWISTED STRAPS (2) EACH RAFTER AS MANUFACTERED BY ,9 031601 0 SIMPSON STRONG TIE. SCALE TFOF ►�E`N� AS NOTED 7. SILL PLATE: ANCHOR SILL PLATE WITH 3" x 3" x 1/8" BASE PLATE, BP WITH 5/8" DIAMETER ANCHOR BOLT. EMBEDED 7" INTO CONCRETE FOUNDATION. SEE DETAIL DRAWING TITLE DWG No. 3 SHEET A1.00 end FLOOR A-1. 03 PLAN i NEW CONSTRUCTION EXISTING SHINGLE ROOF CONSTRUCTION GUT RENOVATION OF INTERIOR: NEW 40 YR ARCHITECTURAL ASPHALT - REMOVE INTERIOR DRYWALL ROOFING SHINGLES TO MATCH EXISTING OVER i•,.,:,�� � �� � - EXISTING STUDS TO REMAIN SPRAY FOAM ROOF RAFTERS 30# FELT PAPER. %" MIN. PLYWOOD �� i•� - NEW R-15 BATT INSULATION AT CATHEDRAL CEILING TO MIN ISHEATHING. PROVIDE ICE AND WATER SHIELD ARCHITECTURE+DESIGN, P.C. - NEW INTERIOR DRYWALL, R-10 VALUE. AT ALL VALLEYS AND PERIMETER PER RCNYS TAPED AND SPACKLED REMAINDER OF ROOF INSULA LAO AND MFG. DECK LIVING ROOM TO MIN R-49 EXISTING 2x8 ROOF RAFTERS — ROOF FASCIA BEYOND TO NEW 2X8 ROOF RAPIERS ON RECI=IVED MATCH EXISTING EACH SIDE OF EXISTING RAFTER AT FLAT ROOF TO DECK: AND THRU-BOLTED STAGGERED 'JUN i $ 2C25 -REMOVE THE EXISTING DECK, JOISTS AND 16" LEDGER BOARD GABLE WALL TOP PLATE CONTRACTOR TO REMIOVE -INSTALL NEW FLASHING MEMBRANE ZONING BOARD OF APPEALS EXISTING DECK FRAMIING AND AGAINST EXTERIOR WALL AND RETURN ON FLOORING TO ACCESS' NEW TOP OF ROOFING UNDERLAYMENT GABLE END WINDOW HEADER AT EXTENSION -REINSTALL EXISTING LEDGER BOARD WITH 6'-8". NEW 3 SIMPSON DECK TENSION TIE DTT2-SS ( ) 2x8 COLLAR TIES AT NEW TPO ROOF MEMBRANE OVER -INSTALL NEW KICK-OUT FLASHING BELOW CONNECTION OLD TO NEW TO LEDGER, ABOVE NEW ROOF MEMBRANE. SUPPORT POST DOWN. COVER BOARD. PITCH' J" PER FOOT NEW WINDOW TYPE AS SELECTED BY OWNER. MUST NEW ROOF RAFTER WnTH BATT EXIST FJ'S TO REMAIN MEET NYSECCC 2020 INSULATION 2x8 ® 16" O.C. SILL HEIGHT OF NEW WINDOW J EXIST NOT LESS THAN 24 AFF 7� c� NEW ANCHOR BOLT TO BE 8x8 HEADER = V) INSTALLED INTO GROUTED z NEW DRYWALL ON 2x10 LEDGER FASTENED TO BLOCK BELOW FURRING STRIPS NEW STRUCTURE R-3.5 FOAM FUR OUT a Q BOARD ADHERED NEW ROOF RAFTER AS NEEDED AT LOWY SLOPE REAR ROOF IN CMU WALL. FASTENED TO 8x8 HEADER AREA, (CONTRACTOR TO INSTALL TOP PLATE ANCHORED TO INTERIOR STUD 12 CONTINCMU WALL WALL TO BE SHIELDUUOUS ICE AND WATER 3, INSULATED WITH SHIELD F.�. R-13 BAIT. _ CONTRACTOR TO IN (10) " BASEMENT C PLAYROOM ALUMINUM GUTTERS AS CD COURSES OF CMU INN COURSE WITH o ��, CD THE EXISTING BLOCK WALL. TOOTH ENTRY 7 2f SELECTED BY OWNER IN NEW CMU INTO EXIISTING. `D GROUT SOLID. #5 REBAR FULL uN_ 0O HEIGHT WALL. LINE OF EXIST FOOTING AND CMU OVERHANG DIMENSIONS TO FOUNDATION BEYOND MATCH EXISTING —�' - j T.O. CURB HT HDG RAFTER TIE DOWN BY Y + 0'-4" �'' SIMPSON STRONG TIE --� GRADE (PAVED) NEW WALLCONSTRUCTION: :. '... VINYL SIDING AS SELECTED BY OWNER MUDROOM KITCHEN NEW FOOTING AND '• OVER 1" RIGID INSULATION FOUNDATION. SEE OVER }" CDX PLYWOOD. FOUNDATION PLAN 2X6 WOOD FRAMING- 16" O.C. R-21 BATT INSULATION. h" GYPSUM BOARD SHEATHING INSIDE, TAPED AND SPACKLED. R-19 BATT INSULATION IN N CONS RUCTION EXISTING FLOOR JOISTS 1 PROPOSED SECTION AT LOWER LEVEL CMU HDG ANCHOR BOLTS�\A2.01 SCALE: 1/2" = l'—O" FOUNDATION WALLS W04 I ��'i C I I LLM I C119 PROVIDE 10" WIDE 3000 PSI, AIR ENTRAINED PC FOUNDATION WALLS WITH #4 "• BARS 37" O.C. VERTICAL. ' PROVIDE TOWARDS THE INNER ; ; : ; SIDE OF WALL ON TENSION SIDE. PROVIDE HORIZONTAL REINFORCING AS FOLLOWS: (1) #4 BAR WITHIN 12"OF THE TOP 4 4 ISSUES REVISIONS OF THE WALL AND (1) #4 BARS 24" O.C. E.W. DESCRIPTION DATE No. • CRAWLSPACE '• e BATHROOM ISSUED FOR FILING 12/8/2024 of Ah GRADE (VARIES) : , WITH ACCESS HATCH "SIMPSON" HD08 2-16d COMMON NAILS HOLD-DOWN @ 6 O.C. FOR FULL LENGTH BASEMENT SLAB OF STUD —=—I I — 6" CONCRETE SLAB 3000 PSI 0 28 I I • " ' DAYS. USE 6"x6"x1.4 WWF OVER 2" a I I--) I I_I FOAM BOARD OVER 6 mil VAPOR o ;+ + BARRIER, PROVIDE 4 GRAVEL BASE ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY GREENTREE ARCHITECTURE AND DESIGN (HEREIN KNOWN AS THE ARCHITECT) ARE AND SHALL REMAIN 0 ♦ ♦ THE PROPERTY OF THE ARCHITECT. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS MISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REOUIREMENTS OR FOR 01HR PURPOSES IN 0 CON ECTIONCT NWITH THE PROJECT SD ARE NOT TO ENOTTOTO BENCONSTR CONSTRUED AS PISLICATION IY OTHER PROJECT. N DEROGATION IOF THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS.I I I I Iv ,, •.:. d. r ..:. . A, ft • • Proposed Addition to Residence Whitmire Residence 2 PROPOSED SECTION AT KITCHEN EXTENSION M ttrtlack,t0000�ka Road A2.01 SCALE: 1/2" = 1'-0" GREENTREE ARCHITECTURE &DESIGN PROVIDE SOLID BLOCKING ® i9 GREENTREE DRIVE OAKDALE,NY n769 ENDWALL TEL:(516)848-7439 EMAIL:greentreead@gmail.com UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS DOCUMENT IS A VIOLATION OF NEW YORK STATE LAW. 7/8" DIA. THREADED ROD EMBEDDED JOB No. 12-1/2" INTO CONCRETE W/ "SIMPSON" 2024-820 ET (HIGH STRENGTH EPDXY ADHESIVE) � R�OAR� DATE12.8.24 sF,� '�i�� n DRAWN BY 3 TYPICAL HOLD DOWN DETAIL SR 1 4 _ '- " 031601 A2.01 SCALE: / " 1 0 SCALE -9� y0 AS NOTED OF N DRAWING TITLE DWG No. SECTIONS A-2. 01 I i ROOF CONSTRUCTION NEW 40 YR ARCHITECTURAL ASPHALT ROOFING SHINGLES TO MATCH EXISTING OVER 30# FELT Jl ARCHITECTURE+ DESIGN, P.C. PAPER. W MIN. PLYWOOD SHEATHING. PROVIDE ICE AND WATER SHIELD AT ALL VALLEYS AND PERIMETER PER RCNYS AND MFG. 2 - - NEW ALUMINUM GUTTERS TIED TO NEW DRYWELL EXPANDED NOTE: GUT RENOVATION NO COLOR AS SELECTED BY OWNER. WORK TO THE EXTERIOR SIDING OR ROOFING WILL BE PERFORMED. PROJECT IS - NEW WALL CONSTRUCTION: AN INTERIOR RENOVATION ONLY; DRYWALL VINYL SIDING AS SELECTED BY OWNER TO BE REMOVED, MISSING SECTIONS OF INSULATION WILL BE INFlLLED AND NEW OVER 1" RIGID INSULATION OVER �" CDX DRYWALL INSTALLED. TAPE AND SPACKLE EXPANDED NOTE; GUT RENOVATION NO ® PLYWOOD. WOOD FRAMING- 16" O.C. IN �" 03� WORK TO THE EXTERIOR SIDING OR R-21 BATT INSULATION. GYPSUM TO FINISH. ROOFING WILL BE PERFORMED. PROJECT IS ETR BOARD SHEATHING INSIDE, TAPED AND RECEIVED 2849 DH 4649 FIXED 2849 DH 3430 DH AN INTERIOR RENOVATION ONLY; DRYWALL 2830 DH SPACKLED. TO BE REMOVED, MISSING SECTIONS OF INSULATION WILL BE INFILLED AND NEW DRYWALL INSTALLED. TAPE AND SPACKLE JUN 1 2U'l5 TO FINISH. ZONING BOARD OF APPEALS 030 D 2849 DH 4649 FIXED 2849 DH 2849 DH 2849 DH 3049 DH L3049 DHjj II .� FIN. FLOOR HT. 0'-0" NEW CMV EXTENSION UMIDER DECK. SEE SECTION SHEET A2.0 ETR ETR GRADE I I I wl : (HEIGHT VARIES) NEW CONSTRUCTION EXISTING INTERIOR RENOVATION AND WINDOW REPLACEMENT ONLY INTERIOR RENOVATION AND WINDOW REPLACEMENT ONLY NEW 2 STORY ADDITION NEW 1 STORY ADDITION BASEMENT FL. HT. -(8'-0") 1 FRONT ELEVATION 2 NORTH SIDE ELEVATION A2.02 SCALE: 1/4" = 1'-0" A2.02 SCALE: 1/4" = 1'-0" ISSUES / REVISIONS ROOF PITCH TO MATCH DESCRIPTION DATE No. EXISTING ISSUED FOR FILING 12/8/2024 01 2 DEMO NOTES PER TOWN /18/2025 oz EXPANDED NOTE: GUT RENOVATION NO WORK TO THE EXTERIOR SIDING OR ® ® ROOFING WILL BE PERFORMED. PROJECT IS AN INTERIOR RENOVATION ONLY, DRYWALL TO BE REMOVED, MISSING SECTIONS OF 030 D 030 D INSULATION WILL BE INFILLED AND NEW DRYWALL INSTALLED. TAPE AND SPACKLE TO FINISH, ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY GREENTREE ARCHITECTURE AND DESIGN (HEREIN KNOWN AS THE ARCHITECT) ARE AND SHALL REMAIN 430 DH X EC THE PROPERTY OF THE ARCHITECT. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS EXISTING DECK Proposed Addition to Residence Whitmire Residence 030 D 96o Marratooka Road ETR o Mattituck, NY Ll 2849 DH GREENTREE FIN. FLOOR HT. 0'-0" ARCHITECTURE &DESIGN 19 GREENTREE DRIVE OAKDALE,NY 11769 NEW 1 STORY ADDITION TEL:(516)848-7439 GRADE EMAIL:greentreead@gmail.com INTERIOR RENOVATION AND WINDOW REPLACEMENT ONLY NEW 2 STORY ADDITION UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS DOCUMENT IS A VIOLATION OF NEW YORK STATE LAW. JOB No. 2023-050 ��REp ARcy DATE �Gj ��� A. SFP� 05.18.23 3 SOUTH SIDE ELEVATION ° W" A2.02 SCALE: 1/4" = 1'-0" SR Q ��� 031601 SCALE �OFF' AS NOTED DRAWING TITLE DWG No. ELEVATIONS A-2. 02 'B' _... "^�_ ��. � _ -• _.__emu- ...... ... -- •_. .. !mot pis.._ ___ _.�._ �_. .. _ __.. ..___: -. d" I EA �G I J — ARCHITECTURE+ DESIGN, P.C. CRAWLSPACE FOUNDATION AND SLAB TO BE 15'-9� 8-2� REMOVED ENTIRELY. CONTRACTOR TO EXTERIOR WALL EXTERIOR PROPERLY DISPOSE OF TO BE REMOVED - STRUCTURE, ROOF, _lll�IlT1 MATERIAL OFF SITE -_ I —I SKYLIGHT TO BE ED REMOVED RECEIV C_=]' ----- EXTERIOR WALL I _---- P - REMOVED AND DOOR TO BE I r I I I , ' CONTRACTOR TO REMOVE I I I /ijUN 102� EXTERIOR WALL AND I I I EXTERIOR FRAMING. -----J WIMIDOW TO I L__—__J WALL TO BE ZONING BOARD OF APPEALS I� BE: REMOVED BAY WINDOW OVERHANG REMOVED, ABOVE TO REMAIN UNDISTURBED. = =T _-= _'- / -� � �T� �.� ' `�a-f ____: Qrl r--I -�-- SKYLIGHT TO BE, REMOVED EXISTING ELECTRICAL I I---I I I I SERVICE TO REMAI ----- ----------------I 7'-2" I I I . I WALL TO I ROOF ABOVE BAY I BATHROOMI UNCONDITIONED I KITCHEN I WINDOW TO REMAIN BASEMENT I I NEW SLIDING GLASS I--� DOOR I ---� ' ----- EXISTING GIRDER TO BEDROOM 12 REMAIN. CONTRACTOR TO ALL KITCHEN ( ---- -- --_ ----- ----- ------------------------- PROPERLY SUPPORT I MILLWORK TO I r----- DURING COLUMN INSTALL I I BE REMOVED. i I ; W p I SCREW JACK SUPPORTS BLOCK FOUNDATION TO -_ — — I ALL INTERIOR WALLS AND FINISHES TO BE REMOVED LINE OF DECK ABOVE T0� TO BE REMOVED EXISTING STAIRS TO -.�- I CLOSET TO BE CHIMNEY TO BE �/� \ - REMOVED - REMOVED WASHER/DRYER TO BE �\ BE REMOVED AS CHIMNEY TO BE REMOVED CRAWLSPACE TO REMAIN LAUNDRY ROOM RELOCATED TO i CHIMNEY TO BE REMOVED NECESSARY TO EXPOSE ' �� INTERIOR WALL TO BASEMENT i ' ' REMAIN ROOFING. � BOILER TO BE REMOVED FLOOR JOISTS, GIRDERS, I I AND COLUMNS 70 REMAIN —EXISTING DECK SUPPORT I ---—r----— 'r------- -- -- - -------tl---- L I I ---- ----- TO REMAIN UNDISTURBED. Q1- ; I I PRIMARY BEDROOM ' SCREW JACK SUPPORTS _ 8 —. I _____ __--- �---------_---- ----- I I �-r---� of I TO BE REMOVED CONTRACTOR TO REMOVE BLOCK FOUNDATION TO — _— _ I I I------- I I---------� SL NOTE: EXISTING REMAIN ---�( ----- ( I-------EXTERIOR BLOCK WALL ;------ �!— CRAWLSPACE TO REMAIN ALL INTERIOR WALLS AND I ( ; ; STAIR NEW WALL WILL BE �I FINISHES TO BE REMOVED I I I TOOTHED-IN TO EXISTING _ —_ — — _ _ OIL TANK TO BE I I {�------- I I i WALL SOIL TO BE - - - -- ----_---J L-_--- -_--- STABILIZED DURING REMOVED _ _ EXISTING ELECT _ _ REMOVAL ` II SUBPANEL TO I LIVING ROOM II BATHROOM ( ( I ROOF ABOVE SCREENED I------ ��� - ( (-- -- -- -- -- -- FINISHES TO BE REMOVED I _� � � � REMAIN. I r'--"—'-" I IN PORCH TO REMAIN ' I I ' ALL INTERIOR WALLS AND ------- i „ I I I WALL AND DOOR TO BEREMOVED NOTE: GUT RENOVATION NOTE: GUT RENOVATION IIo i INTERIOR DRYWALL TO BE i INTERIOR DRYWALL M BE EXISTING SUPPORT �----- REMOVED DOWN TO THE REMOVED DOWN TO THE ' EXISTING STUD FRAMING. EXISTING STUD FRAMING. HEADER TO REMAIN TYPICAL AT ALL WALLS TYPICAL AT ALL WALLS STAIRCASE TO BE THROUGHOUT THE 2 THROUGHOUT THE 2 o ( WALL AND REMOVED ( BUILDING. I BUILDING. �, EXTERIOR DOOR EXPANDED NOTE: GUT RENOVATION NO EXPANDED NOTE: GUT RENOVATION NO TO BE REMOVED. F OTIING UNCONDITIONED WORK TO THE EXTERIOR SIDING OR I WORK TO THE EXTERIOR SIDING OR TO REMAIN BASEMENT ( CONTRACTOR TO REMOVE ROOFING WILL BE PERFORMED. PROJECT IS ROOFING WILL BE PERFORMED. PROJECT IS oo 10 DECK AND FRAMING TO AN INTERIOR RENOVATION ONLY, DRYWALL BEDROOM #3 AN INTERIOR RENOVATION ONLY, DRYWALL I ACCESS THE ROOF OF TO BE REMOVED, MISSING SECTIONS OF TO BE REMOVED, MISSING SECTIONS OF THE BASEMENT INSULATION WILL BE INFILLED AND NEW INSULATION WILL BE INFILLED AND NEW EXISTING FOOTING TO EXTENSION. REVIEW DRYWALL INSTALLED. TAPE AND SPACKLE DRYWALL INSTALLED. TAPE AND SPACKLE 4-9 REMAIN TO FINISH. TO FINISH. EXISTING SUPPORT I EXTENTS OF DECK HEADER TO REMAIN ooREMOVAL I CONTRACTOR TO REMOVE EXTERIOR BLOCK WALL. NEW WALL WILL BE TOOTHED-IN TO EXISTING WALL SOIL TO BE STABILIZED DURING REMOVAL ISSUES / REVISIONS DESCRIPTION DATE No. 1 FOUNDATION DEMOLITION PLAN 2 FIRST FLOOR DEMOLITION PLAN DEMO VOTES PER 3 SECOND FLOOR DEMOLITION PLAN ISSUED NOTES OR 12/s/202 01 (" : TOWN /i8/zoz oa D 1.01 SCALE: 1/4" = 1'-0" D 1.01 SCALE: 1/4" = 1'-0" D 1.01 SCALE: 1/4" = 1'-0" ALL DRAWINGS. SPECIFICATIONS AND COPIES THEREOF FURNISHED BY GREFNTREE ARCHITECTURE AND DESIGN (HEREIN KNOWN AS THE ARCHITECTI ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS NOTES. PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION MATH THE PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION RIGHTS SQ SMOKE ALARM TO BE HARD-WIRED TO ELEC. WITH BATTERY BACK-UP PER OF THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED 2010 RCNYS R313.1.2 0 BCARBON ACK-UP PER TO ELEC. WITH BATTERY P PER 2010 RCNYS R313.43 proposed Addition to Residence O W- WINDOW D - DOOR S- SKYLIGHT(SEE SCHEDULE) EMERGENCY EGRESS WINDOW. MINIMUM 5.7 S.F. CLEAR OPENING, WITH A Ec MINIMUM OPENABLE WIDTH OF 20'AND A CLEAR OPENABLE HEIGHT OF Whitmire Residence PER 2020 RCNYS SECTION R310. (D NEW JUNCTION BOX FOR NEW LIGHT/FAN FIXTURE 96o Marratooka Road ® EXTERIOR WALL CONSTRUCTION: Mattituck, NY VINYL SIDING OVER 'TYVEK' HOUSEWRAP OVER 1/2' PLYWOOD SHEATHING. 2XV WOOD STUDS 16' O.C. WITH R-21 BATT INSULATION. 1/2" GYPSUM BOARD (INSIDE) TAPED AND SPACKLED 0 EXISTING WALL TO REMAIN GREENTREE ARCHITECTURE &DESIGN EXTERIOR STUDS TO REMAIN. INTERIOR DRYWALL AND FINISHINGS TO BE REMOVED, NEW R-15 BATT INSULATION W/)r GYP. BD. NEW INTERIOR WALLS TO BE 20 WOOD STUD 1V O.C. W/)f GYP. BD. ON EACH SIDE UNLESS OTHERWISE NOTED. 19 GRE:ENTREE DRIVE OAKDALE,NY u769 NEW INTERIOR PLUMBING WALLS TO BE 2x6 WOOD STUD 16 O.C. W/1¢' TEL:(g6)$48-7439 GYP. BD. ON EACH SIDE. UNLESS OTHERWISE NOTED. EMAIL,greentreead@gmail.com PROVIDE NEW PRE-HUNG MASONITE DOORS W/PAINTED FINISH AND STANDARD HARDWARE. G.C. TO COORDINATE WALL THICKNESS. NUMBERS DENOTE DOOR SIZE IN INCHES. UNAU1-HORIZED ALTERATION OF ANY ITEM ON ® INDICATES PARALAM POSTS-DOWN.SEE PLAN FOR THIS DOCUMENT IS A VIOLATION OF NEW YORK SIZES. STATE LAW. INDICATES PARALAM POST UP BM SIZE AS INDICATED JOB No. INDICATES CENTER OF STRUCTURAL BEAM 2024-820 �9_0 ARC 2XID-16'D.C. DATE �Gj� �t A Sip y�j CEILING JOISTS- 10'-7'AFF 123.24 INDICATES FLOOR JOIST,DECJ JOIST,CEILING JOIST,ROOF r -� RAFTER. P.T.=PRESSURE TREATED,ACO DRAWN BY s ABBREVIATIONS: SR JA 031601 V.I.F. VERIFY IN FIELD P.C. POURED CONCRETE SCALE OF y CL CENTERLINE P.T. PRESSURE TREATED AS NOTED O.C. ON CENTER HDR. HEADER C.J. CEILING JOIST U.O.N. UNLESS OTHERWISE NOTED F.J. FLOOR JOIST LVL LAMINATED VENEER LUMBER D.J. DECK JOIST H.H. HEADER HEIGHT DRAWING TITLE DWG No. R.R. ROOF RAFTER F.F. FIRST FLOOR SLAB MC MEDICINE CABINET PNTD. PAINTED DEMOLITIONDF DOUGLAS FUR D-i. Ol PLANS vv ; y (CH_ -__ _ / SEE SEC NO.108•` -- _ ppp''��� rr�� \MATCH� UNE f t 1 a'V®� (10 WN OOPMENT OLD o ,oz � nEVErovuFrurnrcrns7 ' `+ EENPORT ,D., ,...` 21.8A(c) ✓ v'-,. G .y,21 1.9A(c) rn \ 1296 13y..r54y �+ 41i, �-•���� ( Ls �� �� ' /+\�11 Su 1°i K y7n'l 'i r $(�� nt I 1 ( Yn^1.�aa/� 6 g; Mgr -- a�_ a.♦ t�( V� 1 _ •/ m tt m t V 4 5 ,� '`g 1 \ 1; 10 y l J illy /w^a nt ,\I �/(� 1 5� w v+ ss moo„ .a 8 a •. 1- ,caL` 10$ s+� 1 1ASc)`j �" 7 J� ? �S/' �/}� �._ �i,a B D 7.3A(c) S€ia p\ ', '�P\N 1� �� 2p �;,C-O ^ � I.��y •�, 1�. a: pOlw e` � usl �,) 06 -� 22 1 4 I� ar.�., �c a � „ ` :�� � :Ytt �; $. 10.7A(T I' PY • �•� ',t `�, 23 } 23�; a s;�_,` _ A .j '� -:^ s°q.,•� ,i TOWN �- 24 3A 3 pel $1 ti a`.�`.•� i ,,4,..,-`�9 $. `ti�.�„1. 24`ns a a_oo.-___` +g 4 -, 5 -� 1.9A(c) TO '.N 15 I'+ i1 y ,8 7 S' I 8 :m SUFF.CO.Df0.PT 25 OFF u • - , 4+ 1.2A(c) 'm�g 8. f�. I r- $ -PB CONSEiNAT+ON _.,S p5, '��$ 311 8 26 �,_ 5 y s! _ 13 S 1.OA(c) '�-'tl' �$ m s,,^--- -�I$ p<i 14 €O a„ $'t s Si pi. BY tl .n 27 8 5, , '•I {rj ���B bs_ j b i 17 1 32 I 28 ?•g i� S lea �--i_�- I" _.- wul 28 K `;� 0 ;� � �� ms _ MARRATOOKA a( ��p* tiII e,,; jb I gl--'_ 29 0' 8 $S •�Y 18.5 '� ) 33.3 LAKE 1.8A '.w --i �I j ,°o J i QY� 9 8 �:y m 3.6A(c) 1p.1 33.5 ,` i$ g4 I $ pn 20 _ t. as 18.4 + -iE 2gA I 1.BAlc) 1$ $'. 3p 3t9Y . 10 3.\ 11 \s, I _�---'-�} �NEF 22.7A(c) - 19 t + '� ,I 29 1 i �y.e�T w`L.-.i._..-_._II- r_"i1 TOWN OF SOUTHOLD 1.3A(c) u osA 9.2 p'{ �.^m,1 .mow..-• -( wimn) --.rio �'w 1 s, 25 1_ tuan.-awnrea +se l.. •, I 5 A g 6 g� 1 R; 2 j `i 1 1'7-4 7 r�' ) is 'I cF 3 a ig ss 5z 34.1 I 11 �� �' '✓ D 1.f "\ 6,/'° _��� !WI 30.1 IB 31 1 '� 27 � 3_� �S_ .-.�•,t° '`�• --�� @: ..1 " ,.1 t w 1 I 23 m:= 1.3A J ' TOWN OF SOUTHOL _�r_� �4 K - x+ , to f ) _ SV�L� na; ''- s..� 4 jl 3 §.c 22 eY 3•w n 1.2A(c) tl, 7 ` ; 1 t ; _b 1& 4 TOWN OF m{1 ' -' \,,� -�55t 6.5 �•�2.3A(c),` '3 15A S( - I••--� 6 a� , ..-?! +1; j SOUTI+OLD�__``� ✓�� m lyt 3.OA(C) j: CONSERVATION EASEMENT !� .. `�g� 3$ 5 811n 20 ot�1 5.2 - �t, o'.` `PPi+ PECONIC LAND TRUST r imp• s.� 5m`a° 7 _YA. 23.1 .` '1 21ASc) .. g A � 1.9A(c), rr 2 �S, 1 , ` 11A Zf 17 •I '9 - ,14 -\ y "'s.•%'s` �„ 9 `,g 1�1 $ () ,`mar,. ���•�.'�v, (27 8: 11 ,sq�' g x1 i 5 _� + i8 sJ Im 16 44.3A(.) i D��h \.5A c .`�'�� +:,_ (� ,ri++l,' "sS i a.r•. ( FOR PARCEL NO •'6r' \ ,5 1? \"= 1 1 $ "s'. 6 1`poi 14 �� ( t. SEE SEC.NO. •.p P•.- �•5.p. 23 --- �. I 2 (• 3 141$t 5 '1 Sg-. Ro , `� 11 '\ 10 �e I u+---i•-5i 10 $ 15 '3 123-01-OOz.z w-.a- - 'a?:\'a�' 22 w ro I �1 - m m 1 12 -- ;pO 1 6.1 \ �¢ , ssSON'PON%1 13 B 5 15 Z Y `b. Y� 21 27 I I iUP..--,_m l 14•`( ( �y 20 �ro ,m ( '( 15 �i' 16 24 � . �iq A MI 8.1 , :p g0�yxe l ( 173 10 12ti '•1 'al 25 1 ,` 1.3A(c) 4r,- �'+, a 3= - _3 Y 1 •3 ♦ ♦'� C �( .. a sa.-11 '�' s"' �• .� �'.�, `L0, a2� '6 r�pP FOR PARCEL NO. txey 9aJe e,­t )s .yq. SEE SEC.NO.123 12a J. ( -01-002.1 �8 26 FOR PCL.NO. x,; .�. , 2.2A(c) '' SEE SEC.NO. - .. } ..• ♦ s �' y rye: £ 'LINE MATCH.._ _ LINE SEE SEC.NO.123 \ ;w PF£A 6 WT.Mm,i eEC1AN ANe 6MU,vi - Rmrrw tav L,e INo ' 23 N , II E %WND _ -- 12.1AIII.,121AS COUNTY OF SUFFOLK tAN ------- 12.1AW Rea] Property Tax Service Agency / 300 Center Ori1x,21'crh.nl.NY 1/90/ (21) sm.,rrnow, .n 2os llm s 2°s <ro .S. i TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502hLt2s://w-vvw.southoldtowimy.gov Ite Received PPLIC TI FOR BUILDING PERM AS VP R A For Office Use only 25 PERMIT NO. Building Inspector: 2 V Applications and forms must be filled out in their entirety.'Incomplete �14Dt3 applications-will not be accepted. Where the Applicant is not the owner,an �u91d It D�outl � Owner's Authorization form(Page 2)shall be completed,. '[ow ��� Date: C(' 21 �2 OWNERS)OF PROPERTY: Name: �/� �m SCTM#1000- 1Sob,.� I Project Address: a QbJ f .4*v l n , l S-Z Phone#: Email: Mailing Address: O 14 CONTACT PERSON: Name: &ALI Mailing Address: 7,LQUItIto Phone#: DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name: (�Q-1�j� G.f YlS Ma iling Address: , ` "-) Phone#: a Q Email: eor e %."bc �(o-n DESCRIPTION OF PROPOSED CON RUCTION ❑New Structure MAddition IYAlteration ❑Repair ❑Demolition Estimated Cost of Projecu ❑Other Will the lot be re-graded? ❑Yes o Will excess fill be removed from premises? ❑Yes ;Pd'o r-0ppo�ese n(sf c �. r� � a V_*V � 5 PROPERTY INFORMATION Existing use of property:5adc V Intended use of property: ,Q Zone or use district in which premises is situated: Are there any covenants nd restrictions with respect to this property? ❑Yes I�JNo IF YES, PROVIDE A COPY. Checic Box After Reading: 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 buildings)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 B ame): � (+ Authorized Agent El owner Signature of Applican • _ Date: 01Zl STATE OF NEW YORK) SS: COUNTY OF Sg14- 0C ) eQXYY\ 1 11� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor, gent, rporate rt Off' , of said owner or owners,and is duly authorized to pe orm or have pe rrR6 AgAIAaUR nd file this application;that all statements contained in this application are true to he best o eFTAT dI belief; and that the work will be performed in the manner set forth in the applicati f J IhQW4bl v�ltj IR064019'SUFFOLK COON COMMISSION EXPIRES DEC.,%E-� 3, ,• R 23,2t,27� Sworn before me this .�, (Itt day of &22L�� f 202-4— Notary Public PROPERTV OWNER AUTHORIZATION (Where the applicant is not the owner) I, ea- l 1 /�/'})/f'�residing at ! bo 1 / ►ox e� ?go hereby authorize S / l�f /� I� S to apply on m b a e T n of Sout Ing Department for approval as described herein. IDZZ�Z� r s Signature r Date ra U jo/—#)q/r Print Owner's Name 2 -^4 ARCHITECTURE«OES[GN,P.:- YAIOIOW FNVD.OPE (RAGE / ROOF PRCN TD"I. EASIP:G / e 030 OXIO 7a{9 OI 0 DTSIPIC GRADE NEY 1 STIIiY AOOI71ON GRADE W-r TO PROPERTY LINE NEW 2 STORY ADMON OIER 90-1 TO PROPERTY ME SKY PLANE ELEVATION-SIDES Az.04 SCALE:1/4'_1'-Or ISSUES/REVISIONS DESCRIPTION DATE No. ISSUED FOR FILING rz/B/sos 2BT0 DN \ Proposed Addition to Residence ® ® \ Whitmire Residence Ma stuck,Marra NY Road Mattituck,NY YO49 ox ww a+ �t GREENTREE ARCHITECTURE&DESIGN `1 \ �9 GREENTREE DRIVE OAKDALE,NY,.769 TEL:(5,6)64R-7439 EMAIL gmcnmradLSgmaf.,,m UNAUTHORIZED ALTERATION OF ANY ITEM ON 1 _ THIS DOCUMENT IS A VIOLATION OF NEW YORK NTEWOR RENOVATION AND WNDOW ROUCEYENT OILY NEW 2 STORY AOODON NEW I STORY ADORIOi 25'-O'TO PROPERTY LINE STATE LAW. JOB No. 2023-050 DATE 05.12.25 SKY PLANE ELEVATION-REAR DRAWNISY SR A2.04 SCALE:1/4'=1'-0 SCALE AS NOTED DRAWING TITLE DWG No. SKY PLANE A-2.04 COMPLIANCE i 202o NYS RESIDENTIAL CODE GENERAL CONDITIONS SITE PLAN CONCRETE WORK (R402-R407) CLIMATIC&GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) 1 ALL CONCRETE WORK SHALL COMPLY WITH THE SPECIFICATIONS AND THE FOLLOWING STANDARDS EXCEPT THIS VIEW IS USED FOR SCHEMATIC SITE DATA. GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE FLOOD AIR WHERE MORE STRINGENT REQUIREMENTS SHOWN OR SPECIFIED SHALL GOVERN: PURPOSES ONLY AND SHALL NOT BE SNOW DESIGN DESIGN SHIELD HAZARD FREEZING " USED FOR CONSTRUCTION. PROPERTY OWNER TYLER&ERICA WHITMIRE SPEED(Mph) CAT. WEATHERING]FROST TERMITE(mph) CAT. WEATHERING FROST TERMIT TEMP. REQD.E DECAY ' INDEX ACI 301 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" LATEST REVISION. LOAD 1500 OR ACI 302 "GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION" LATEST REVISION. PROPERTY ADDRESS 960 MARRATOOKA RD MATTITUCK, NY ARCHITECTURE+ DESIGN, P.C. 45 130 C SEVERE 36" M-H S-M 11 YES ZONE X LESS ACI 311 "RECOMMENDED PRACTICE FOR CONCRETE INSPECTION" LATEST REVISION. S.C.T.M. NUMBER 1.000-115.00-09.00-008.001 SINGLE FAMILY RESIDENTIAL ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" LATEST REVISION. USE&OCCUPANCY CLASSIFICATION: CONSTRUCTION CLASSIFICATION TYPE V-e ACI 347 "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK" LATEST REVISION. CURRENT ZONE R-80 r TYPICAL CODE REQUIREMENTS: CONCRETE REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD PRACTICE" LATEST REVISION. -ALL INTERIOR AND EXTERIOR WALL COVERINGS ARE TO BE INSTALLED IN ACCORDANCE WITH SECTIONS R702.1, R702 3 AND ACI 305, 306 "MIXING AND PLACING OF CONCRETE DURING HOT AND COLD WEATHER" LATEST FLOOD ZONE ZONE XSh IF REVISION. N 1J�•46'Z " WORK DESCRIPTION RENOVATION TO EXISTING RESIDENCE ANDS. l TABLE 702 3.5 AND 703.4 (SEE WINDLOAD SHEETS). 30 E -ALL INSULATION To BE INSTALLED AS PER AND MEET THE REQUIREMENTS OF SECTION R320. -' -ALL INTERIOR FINISHES SHALL BE FIRE RATED AS PER SECTION R32(0. 2. BASEMENT, FOUNDATION, EXTERIOR WALLS & OTHER VERTICAL CONCRETE SHALL HAVE A COMPRESSIVE REAR AND SIDE EXTENSIONS -ALIGN ALL RAFTERS OVER STUDS. STRENGTH OF 3000 PSI ® 28 DAYS. PORCHES, CARPORTS & GARAGE CONCRETE SLABS SHALL HAVE A -ALL WALL FRAMING TO COMPLY WITH R602.10 THROUGH R602.10.10 COMPRESSIVE STRENGTH OF 3500 PSI ® 28 DAYS. CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR -ALL NEW WINDOWS & DOORS TO HAVE A MIN. DP RATING OF 30 AS PER SECTION R301.1.2.1 & TABLE R301.2. CONTENT (% BY VOL. OF CONC.) SHALL NOT BE LESS THAN 5% OR MORE THAN 7 X MATERIALS USED MAIN STRUCTURE C) REQUIRED PROVIDED -PROVIDE FOR BLOCKING AS PER SECTION R602.8. -ALL EXTERIOR WALLS TO BE SHEAR WALLS; IN ACCORDANCE WITH WFCM 3.4.4.2 AND TABLE 3.17 A&B. TO PROVIDE CONCRETE AND TESTING THEREOF SHALL COMPLY WITH THE APPLICABLE STANDARDS LISTED REAR EXTENSION -ALL NEW PLUMBING FIXTURES TO BE IN ACCORDANCE WITH SECTION R307 & FIGURE R307.2 IN ACI 318 OR ASTM C 1157. (R402.2) '�-- LOT AREA 80,000 S.F. 25,891 S.F. (NO CHANGE) ; 3. ALL WELDED WIRE FABRIC REINFORCEMENT SHALL CONFORM TO ASTM A185, LATEST REVISION. I (145 sf FRONT YARD 60' 93.4'(NO CHANGE) 4. ALL FOOTINGS AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL HAVING A MINIMUM BEARING '�- LOADS TABLE R301.5 DEFLECTION TABLE R301.7 CAPACITY OF 2000 POUNDS PER SQUARE FOOT IN ANY WAY TO ANY PROPOSED STRUCTURE. IF 149, REAR YARD 75' 25'-0" DETERMINED BY THE ARCHITECT, THE ACTUAL SOIL BEARING SETTLEMENT CHARACTERISTICS SHALL BE -`_81 SIDE YARD(TOT.) 45' 106'-11 ALLOWABLE ASSESSED BY A QUALIFIED SOILS TEST LABORATORY AND GEOTECHNICAL ENGINEER. THE OWNER SHALL SHED SIDE YARD MIN.) 20 1' USE DEAD LOAD LIVE LOAD STRUCTURAL MEMBER BEAR THE EXPENSE OF TESTING. ,o O ( 24'-9" ROOFS 12 PSF 45 PSF RAFTERS HAVING SLOPES GREATER THAN 3/1 TOTAL BLDG FOOTPRINT 5,053 S.F. (ALLOWED) 1,113 S.F. W/ NO FINISHED CEILING ATTACHED TO L/180 RAFTERSN p BUILDING HEIGHT 35' 28'-8"(NO CHANGE) FLOORS (SLEEPING) 12 PSF 30 PSF INTERIOR WALLS & PARTITIONS H/180 LOT COVERAGE 20°/D 4% FLOORS (NON-SLEEPING) 12 PSF 40 PSF FLOOR; & PLASTERED CEILINGS L/360 �iQII�LI111f)1`" T 1Yt' Ir,v1s STAIRS 12 PSF 40 PSF ALL OTHER STRUCTURAL MEMBES L/240 I 381-81y I NOTE:AT THE EXISTING STRUCTURE, INTERIOR DRYWALL WILL BE REMOVED. BALCONIES (EXTERIOR) AND 10 PSF 40 PSF EXIERIIOR WALLS W/ PLASTER OR STUCCO H/�D STRUCTURAL STEEL (BC2203-BC2205) BASEMENT EXTENSION NO SHEATHING,SIDING OR ROOFING IS SCHEDULED FOR REPLACEMENT. DECKS FlNISHI ADDITION UNINHABITABLE ATTIC W/ 9 PSF 20 PSF EXTERIOR WALLS-WIND LOADS* W/BRITTLE L/240 1. ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS HEREIN INDICATED (56 s$) LIMITED STORAGE FINISHIEs AND IN ACCORDANCE WITH THE REQUIREMENTS OF THE FOLLOWING STANDARDS. WHERE CONFLICTS 24'-81" OCCUR, THE MORE STRINGENT STANDARD SHALL APPLY: UNINHABITABLE ATTIC W/O 9 PSF 10 PSF EXTERIOR WALLS-WIND LOADS* W/ FLEXIBLE L/120 STORAGE FlNI5HIES RESIDENTIAL CODE OF NEW YORK STALE WOOD 2-STORY RAME DRAWING RELEASES: z HABITABLE ATTICS & ATTICS 9 PSF 10 PSF LINTELS SUPPORTING MASONRY VENEER WALLS L/600 BUILDING CODE OF NEW YORK STATE Q SERVED W/FIXED STAIRS GUARDS & HANDRAILS - 50 PSF TIMESWND LOAD SHALL BE THE COMPONENT & CLADDING PERMITTED ADS FOR TTO BE HE As 0.7 THE SHALLLESIGN. FABRICA11ON BE N ACCORDANCEAND WITH EITHERN OF THE AISC LOAD AND RESSTUCTURAL STEEL IANCE FACTOR DESIGN INGS AND STRUCTURES I #96O PASSENGER VEHICLE GARAGE - 200 LB/LF PURPOSES OF THE DETERMINING DEFLEC71ON LIMITS HEREIN. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (RISC-LRFD), AISC SPECIFICATION FOR NEVER RELEASED LL GUARD IN-FILL COMPONENTS - 50 LB/LF STRUCTURAL STEEL BUILDINGS-ALLOWABLE STRESS DESIGN (AISC-ASD) OR AISC SPECIFICATIONS RAILINGS 200 LB/LF FOR THE DESIGN OF STEEL HOLLOW STRUCTURAL SECTIONS (AISC-HSS). WHERE REQUIRED, THE 82'-2" PAST RELEASE ® o SEISMIC DESIGN OF STEEL STRUCTURES SHALL BE IN ACCORDANCE WITH THE ADDITIONAL PROVISIONS OF BC 2212. CURRENT RELEASE ANSI/AWS D1.1 "STRUCTURAL WELDING CODE-STEEL". LATEST REVISION. `f 2. ALL FRAMING MEMBERS SHALL BE SHOP FABRICATED FOR BOLTED FIELD ASSEMBLY. FIELD CUTTING OR DRILUNG, WHEN REQUIRED, SHALL BE CLEARLY NOTED ON THE DRAWINGS. ALL FRAMING MEMBERS SHALL I ASPHALT CARRY AN EASILY VISIBLE IDENTIFYING MARK, EITHER STAMPED, STENCILED OR PAINTED. C1.01 COVER SHEET 3. ALL FIELD CONNECTIONS SHALL BE BOLTED. BOLTS SHALL BE MACHINE BOLTS CONFORMING TO ASTM DRIVEWAY _ SPECIFICATIONS A325 OR A490 AS SHOWN ON THE DRAWINGS. THE FAYNG SURFACES OF ALL BOLTED CONNECTIONS SHALL BE SMOOTH AND FREE FROM BURRS OR DISTORTIONS. ALL BOLTS SHALL BE ST-1.02 STRAPPING DETAILS El ECTRO-ZINC PLATED. ST-1.03 AIR SEALANT DETAILS 4. ALL STRUCTURAL STEEL SHALL BE ASTM A-36 (FY = 36 KSI) 5. ALL SHOP CONNECTIONS SHALL BE WELDED OR BOLTED. BOLTS TO BE 3/4" AND ASTM A-325 AND D1.01 DEMOLITION PLANS MEET AISC SPECIFICATIONS, SEC11ON 1.16, WELDS TO BE ETOXX AND MEET AISC SPECIFICATIONS, SECTION A1.01 FOUNDATION& BASEMENT PLAN 1.17. ALL SPECIFICATIONS TO BE LATEST REVISION. 6. ALL WELDING SHALL BE DONE BY LICENSED WELDERS. A1.02 __. 7. ALL STEEL DETAILS SHALL BE DESIGNED TO CONFORM TO ARCHITECTURAL REQUIREMENTS. I A1.03 ROOF PLAN 8. ALL STEEL FLITCH PLATES TO BE THROUGH BOLTED WITH 5/8" DIAMETER STEEL BOLTS AT 16" O.C. A2.01 SECTIONS STAGGERED. A2.02 ELEVATIONS A2.03 ELEVATION AND RISER DIAG A3.01 PYRAMID LAW COMPLIANCE GENERAL CONDITIONS STRUCTURAL LUMBER (R502,R602,R802) 1.-ALL DESIGN, FABRICATION AND CONSTRUCTION WORK SHALL BE (CONDUCTED IN ACCORDANCE WITH APPLICABLE FEDERAL.. 1. ALL FLOORS, WALLS, CEILINGS & ROOFS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH STATE AND LOCAL CODS AND ORDINANCES INCLUDING BUT NOT LIMITED TO THE FOLLOWING: THE SPAN TABLES FOUND IN THE RESIDENTIAL CODE OF NEW YORK STATE OR IN ACCORDANCE WITH I I O -2020 RESIDENTIAL CODE OF NEW YORK STATE (RCNYS) AF&PA / NDS AND ASCE-7. -2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (ECCCNYS) 2. ALL LUMBER SHALL BE DOUGLAS FIR CONSTRUCTION GRADE #2 OR BETTER WITH THE FOLLOWING MINIMUM -2020 MECHANICAL CODE OF NEW YORK STATE (MCNYS) STRESS GRADES: a) d- -2020 FUEL. GAS CODE OF NEW YORK STATE (FGCNYS) -VILLAGE OF MATTITUCK BENDING STRESS FB a BASE: 875 ADJ: 1107 PSI ;4- -TOWN OF SOUTHLD SHEAR STRESS FV s 95 PSI a PSI 00 -SUFFOUC COUNTY MODULUS OF ELASTICITY E= 1.6 X 10 +. WHERE CONFLICTS ARISE, THE MORE STRINGENT REQUIREMENTS SHALL APPLY. 2. THE GENERAL CONTRACTOR IS RESPONSABLE FOR COORDINATION IOF WORK WITH ALL TRADES SO THAT NO CONFLICT OR 3. ALL FRAMING BRACKETS AND ANCHORS SHALL BE 16 GAUGE GALVANIZED STEEL BY SIMPSON OR EQUAL 3. DEFICIENCY ARCHITECT HAS B NO BEEN RETAINED FOR CONSTRUCTION 083SERVATION AND ASSUMES NO RESPONS81UTY FOR 5. ALL LOAD BEARING DIMENSION ON HALL BE IDENTIFIED BY TREATED RADE MARK OR A L PRESERVATIVE (PTP) TIMBER. THE UMBER GRADING JD•Q0' CONSTRUC71ON ACTIVITIES. OR INSPEC11ON AGENCY THAT HAS BEEN APPROVED BY AN ACCREDITATION BODY THAT COMPLIES WITH 4. THE CONTRACTOR SHALL OBTAIN, PRESENT EVIDENCE OF, AND PRAY FOR ALL PERMITS NECESSARY TO CONDUCT THE WORK AND COMPLETE THIS CONTRACT. THE CONTRACTOR SHALL- OBTAIN THE BUILDING PERMIT AND CERTIFICATE OF DOC PS 20. OCCUPANCY AND ALL REQUIRED APPROVALS. ALL WORK SHALL I BE PERFORMED IN STRICT ACCORDANCE WITH THE REGULATIONS AND REQUIREMENTS OF THE VARIOUS CIVIL AGENCIEES HAVING JURISDICTION THEREOF. UPON COMPLETION � OF THE WORK PROVIDED FOR IN THIS CONTRACT. AND BEFORE FIINAL PAYMENT SHALL BE MADE, THE CONTRACTOR :r SHALL FURNISH THE OWNER WITH ANY NECESSARY CERTIFICATES OF OCCUPANCY OR CERTIFICATES OF COMPLIANCE ISSUED BY THESE VARIOUS AGENCIES. PLUMBING AND HEA_�N_G WORK �P2502 & R3O3 l 00 5. ALL DIMENSIONS INDICATED ON THE DRAWINGS ARE APPROXIMATE AND ARE SUBJECT TO REVISION AS PER ACTUAL FIELD CONDITIONS, THE DISCRETION OF THE OWNER, AND AS DIRECTED AND/OR APPROVED BY THE ARCHITECT. 1. PLUMBING - SANITARY, COLD AND HOT WATER, AND ALL OTHER PIPING SHALL CONFORM TO ALL LOCAL, Z THE CONTRACTOR SHALL SECURE CONSTRUCTI ABLE SAFETY 8 CONTRACTOR SHALL CONDUCT ALL WORK M RECL DE SITE NTHE EFFEECTS OF WEATHE32 ACCORMANCE NTH ALL PONCCOMPLLTED woRK;NORRwoRK NE YORK TM & TOWN REQUIREMENTS AND THE REQUIREMENTS OF THE RESIDENTIAL CODE OF THE STATE NEW O���nNoo" E O P p PROGRESS. 2. THE USE OF LEAD SOLDER IN PIPING JOINTS IS STRICTLY PROHIBITED UNDER LAW. LG A 7. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY AND EXPECNSE OF TEMPORARY ENCLOSURES WHERE NECESSARY 3. ALL HYDRONIC HEATING SUPPLY AND HOT WATER PIPES SHALL BE INSULATED. S Q P ISSUES REVISIONS 8. ITEMS WERE CALLGDFORIDAMAGE HE DRAWING THECONSIRUC110N PERIOD SHALL BE REPAIRED AND/OR REPLACED TO THE 4. HEATING SYSTEM SHALL BE EXISTING TO REMAIN. CONTRACTOR TO MODIFY AS REQUIRED TO BE SUITABLE R A O / SATISFACTION OF THE OWNER AND To 'THE APPROVAL OF THE ARCHITECT, AT THE CONTRACTOR'S EXPENSE. CONSTRUCTION CO ENOF N WFOR COMFORT INCDANCE YORRK STAIETM THE REQUIREMENTS OF THE ENERGY CONSERVATION MAR DESCRIPTION DATE No. s. THE CONTRACTOR SHALL CONDUCT ALL WORK IN SUCH A MANNER SO AS TO NOT IMPAIR THE STRUCTURAL INTEGRITY 5. THE PLUMBING CONTRACTOR SHALL OBTAIN ALL PERMITS & PAY ALL FEES REQUIRED FOR HIS WORK. ISSUED FOR FILING 12/$/202 OR STABILITY OF ADJACENT STRUCTURES, EQUIPMENT, OR UTILITIES. SHOULD DAMAGE OCCUR AS A RESULT OF THE 4 oT WORK, THE CONTRACTOR SHALL REPAIR OR REPLACE SAID DAMAGED ITEMS. THE CONTRACTOR SHALL BEAR ANY AND DEMO NOTES PER TOWN 5/18/2025 02 ALL COSTS ASSOCIATED WITH WORK DISCONTINUATION, MATERIALS TESTING, REPAIR AND ALL MISCELLANEOUS RELATED ITEMS. 10. THE TERM "OWNER" SHALL REFER TO TIE LEGAL OWNER OF THE PROPERTY AND PREMISES AND ITS AGENTS OR ELECTRICAL-WORK (E3301) REPRESENTATIVES. 11. THE CONTRACTOR'S AGREEMENT TO ENTER INTO THE WORK SHALLL AND A AS THE CONTRACTOR'S ACCEPTANCE OF THE 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RESIDENTIAL CODE OF NEW YORK SURVEY BY SCALICE LAND SURVEYING TERMS CTIOR.SPECIFIED HEREIN, AND SHALL BE INCORPORATED INTO ANdY AND ALL AGREEMENTS BETWEEN OWNER AND STATE, THE NA71ONAL ELECTRIC CODE, THE LOCAL POWER CO. AND ALL APPLICABLE LOCAL CONTRACTOR. t2 WASTE AND ACTOR HEATINSGHALL PIPING AND ITEMS DETERMINE RELATEDI VERIFY PRIOR TO COMWENCEMENT OF WORK. ALL, COSTSL-nES. ALL INCURRED SHALL BE WORK.REGULATIONS. E CONTRACTOR SHALL OBTAIN ALL PERMITS AND AY All FEES REQUIRED THE CONTRACTOR SHALL HAVE THE INSTALLATION INSPECTED ECTEDAND APPROVED AN INSPECTION I SLI P, NY THE RESPONSIBILITY OF THE CONTRACTOR. AGENCY OF THE FIRE UNDERWRITERS ASSOCIATION AND SUBMIT A CERTIFICATE OF FINAL APPROVAL BY PERFORMED: 03/08/2024 13. THE CONTRACTOR SHALL, AT ALL TIMES. PROVIDE CONVENIENT ACCESS AND SAFE AND PROPER FACIU77ES FOR THE THE INSPECTION AGENCY UPON COMPLETION. INSPECTION OF ALL PARTS OF THE WORK. 2. SMOKE DETECTORS SHALL BE FURNISHED AND INSTALLED AS INDICATED ON DRAWINGS AND IN 14. ANY MATERIALS OR WORKMANSHIP FOU14D AT ANY TIME TO BE DDEFECTIVE OR SUBSTANDARD SHALL BE REMEDIED AT ACCORDANCE WITH APPLICABLE FIRE SAFETY AND ELECTRICAL CODES. ALL DRAWNGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY GREENTREE ONCE, REGARDLESS OF PREVIOUS INSPECTIONS. ARCHITECTURE AND DESIGN (HEREIN KNOWN AS THE ARCIMCI) ARE AND SHALL REMAIN 15. ALL MATERIAL AND ITEMS INDICATED ON THE CONTRACT DRAWINOS, DIRECTED BY THE ARCHITECT AND AS PER SITE 3. ALL ELECTRICAL FIXTURES, SWITCHES AND ACCESSORIES SHALL BE SELECTED BY THE OWNER PROPOSED PLOT PLAN THE PROPERTY OF THE ARCHITECT. THEY ARE To BE USED ONLY VWTH RESPECT TO THIS CONDITIONS DEMAND, SHALL BE DISPOSED OF PROPERLY IN APPROVEDOUT CONTAINER T OF THE PATH OF PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONSTRUCTION AND AWAY FROM THE PUBLIC, OUT OF THE PATH I OF CONSTRUCTION AND AWAY FROM PUBLIC AND CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION VEH16. ALLICLE NEW WINDOWSAND TO BE CARTED TO APPROVED LAND FILL ISITE BY LICENSED ANDSKYLIGHTS TO BE MANUFACTURED BY ANDERSEN CORP., BAYPORTSMN. OR EQUAL . ALL C .O SCALE: 1" = 30'-0" of THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHFJt RESERVED RIGHTS WINDOW TYPES AND SIZES SHALL BE AS INDICATED ON THE CONTRACT DRAWINGS. WINDOW GLAZING SHALL BE HIGH WINDOW HURRICANE WIND LOAD REQUIREMENTS PERFORMANCE OR "E" TYPE GLAZING. FURNISH FIBERGLASS INSECT SCREENS WITH ALL NEW WINDOWS. 17. THE CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS OF' THE SITE PRIOR TO STARTING OF WORK AND HE ALL WINDOWS & DOORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. Proposed Addition to Residence SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK AGREE WITH SAME. VERIFY ALL DIMENSIONS AND INSTALLATION SPECIFICATIONS. IF IN THE COURSE OF CONSTRUCTION, A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR MALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE TO WORK, HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. ALL GLAZING TO BE LOW-E, INSULATED, AND IMPACT RESISTANT GLAZING. Whitmire19. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY FROMI HOUSE AND BLEND INTO EXISTING. V V 4 ` RCS1�CnCC 20.DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCAtLED DIMENSIONS. WINDOWS THAT DO NOT MEET HURRICANE WIND LOADS AND SPECIFICATIONS SHALL HAVE WINDBORNE 21. IT ISFIELD THE INTENT OF THESE DRAWINGS TO EXPLAIN THE REQUEREIMENTS OF THE PROPOSED CONSTRUCTION. HOWEVER, DEBRIS PROTECTION: 22.FIRE BLOCKING TO BE INSTALLED TO MIST ORCONDITIONS MAY ARISE DURING LIC7`10N THAT MAY INOT HAVE BEEN EXCEED LL REQUIREMENT OF THE 2020 RCNYSYAND THE AMERICAN PROVIDE " PLYWOOD SHEETS, CUT TO SIZE, LABELED & NUMBERED FOR EACH WINDOW FRAME, W/ 96o Marratooka Road FOREST & PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL (WFCM FOR ONE AND TWO FAMILY DWELLINGS, PREDRILLED SCREW HOLES 0 PRESCRIBED SPACING FOR EACH SHEET. 2LL " THESE SHEETS SHALL BE STORED IN AN ORDERLY FASHION ON SITE AT ALL TIMES. PROVIDE ALL Mattitucic, NY 23.ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN & PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS, 2011. SCREWS FOR EMERGENCY INSTALLATION IN CASE OF A HURRICANE 23.1. SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM 23.2. SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES GREENTREE 23.3. SHEATHING M BE NAILED TO TOP PLATE FIRE BLOCKING 24.ALL G HARDWARE SHOWN ON THESE PLANS, UNLESS OTHERWISE INDICATED, IS SIMPSON STORNG-TIE NO ARCHITECTURE F�DESIGN SUBSTITUTIONS ARE APPROVED OR AUTHORIZED 25.DUE TO THE RELATIONSHIPS OF FRAMING HARDWARE TO THE OTHRE]R COMPONENTS OF THE STRUCTURE. ANY FRAMING FIRE BLOCKING TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENT OF THE 2020 RCNYS, HARDWARE SUBSTITUTIONS WILL RENDER THESE PLANS NULL & V/OID, AND WILL RESULT IN THE INSTALLER/ CONTRACTOR AND THE AMERICAN FOREST & PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL (WFCM ASSUMING RESPONSIBILITY OF THE DESIGN AND PERFORMANCE OF THE EN11RE SYSTEM. FOR ONE AND TWO FAMILY DWELLINGS, 2011) SHEATHING NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN 19 GREENTREE DRIVE & PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY OAKDALE,NY 11769 DWELLINGS, 2011. SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM TEL:(516)848-7439 SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES EMAIL:greentreead@gmail.com SHEATHING TO BE NAILED TO TOP PLATE ALL FRAMING HARDWARE SHOWN ON THESE PLANS, UNLESS OTHERWISE INDICATED, IS SIMPSON STORNG-TIE. NO SUBSTITUTIONS ARE APPROVED OR AUTHORIZED UNAUTHORIZED ALTERATION OF ANY ITEM ON ABBREVIATIONS&SYMBOLS DUE TO THE RELATIONSHIPS OF FRAMING HARDWARE TO THE OTHER COMPONENTS OF THE THIS DOCUMENT IS A VIOLATION OF NEW YORK - STATE LAW. STRUCTURE, ANY FRAMING HARDWARE SUBSTITUTIONS WILL RENDER THESE PLANS NULL & VOID, ALUMINUM ALUM SINK SK AND WILL RESULT IN THE INSTALLER/ CONTRACTOR ASSUMING RESPONSIBILITY OF THE DESIGN BEARING BFING TREAD T AND PERFORMANCE OF THE ENTIRE SYSTEM. JOB No. CEILING JOIST cj TYPICAL TYP CEILING CLNG UNLESS OTHERWISE NOTED LION 2024-820 CLEAN OUT / CASED OPENING CO VERIFY IN FIELD VIF CONTINUOUS CONT WASHER W t(,REID '4RC COLLAR TIE CT WATER HEATER W'H DRYER ETER DIA 12.8.24 CONCRETE MASONRY UNIT CMU WELDED WIRE MESH WWM DATE o�A Sfp� �.DECK JOIST DJDO * yf HNWASHE3R DVV ON D S tQ�- WALL TAG # ELEV DRAWN BY FRESH AIR INTAKE FpJ FINISHED FLOOR FF ® DOOR TAG SR FLOOR JOIST FJ FIRE RATED R OA WINDOW TAG SEC '9 •.1� GALVANIZED FIR �J% 031601 HEIGHT LE GYPSUM WALL BOARD GVVB HT REVISION DETAIL SC AS NOTED ��� LAMINATED VENEER LUMBER LVL a �- MANUFACTURED MFG'D NOT TO SCALE NTS ON CENTER O.C. POURED CONCRETE PC: PRESSURE TREATED PRESERVATIVE PIP DRAWING TITLE DWG No. RISER R ROOF DRAIN RD REFRIGERATOR REF COVER ROOF RAFTER RR SUFFLK COUNTY DEPARTMENT C-1. Ol OF HEALTH SERVICES SCDHS SHOWER sH a SHEET - I TABLE 3.213 BOTTOM PLATE TO FOUNDATION CONNECTION (ANCHOR BOLT) RESISTING LATERAL & TABLE 3.4A RAFTER &/OR CEILING JOIST TO TOP PLATE LATERAL &SHEAR TABLE 3.9A RAFTER/CEILING JOIST HEEL JOINT CONNECTION TABLE 3.11 WALL SHEATHING & CLADDING ATTACHMENT REQUIREMENTS SHEAR LOADS FROM WIND- EXPOSURE B CONNECTION REQUIREMENTS REQUIREMENTS FOR 30 psf.GROUND SNOW LOAD FOR WIND LOADS PRESCRIPTIVE ALTERNATIVE TO TABLE 3.4) ARCHITECTURE+DESIGN,P.C. (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.2) ( ROOF SPAN (FT.) 12 24 36 12 24 36 THREE SECOND GUST WIND SPEED (MPH.) 110 1 120 1 130 1 140 REQUIRED NUMBER OF 16d 1/2' ANCHOR BOLTS 5/8' ANCHOR BOLTS THREE SECOND GUST WIND SPED (MPH.) 110 120 130 140 ROOF SLOPE RAFTER SPACING (IN.) COMMON NAILS PER HEEL REQUIRED CAPACITY HEEL DESIGN BRUNSPER COUNTY IS IN 130 MPH FOR HIGH WIND STRUCTURAL SHEATHING JOINT JOINT CONNECTION (LBS.) DESIGN PER FIGURE R301.2(4)- EAST OF HIGHWAY 17 RAFTS/CEILING JOIST WALL HEIGHT (FT.) NUMBER OF 8d COMMON NAILS 10d BOX 12 6 11 17 582 1164 1746 E F E F E F E F THREE SECOND GUST WIND SPED (MPH.) 110 120 130 140 110 120 130 140 SPACING (IN.) NAILS (TOE-NAILED) REQUIRED IN EACH 3:12 16 8 15 22 776 1552 2328 STUD SPACING MAXIMUM NAIL SPACING FOR 8d COMMON RAFTER AND/OR CEILING JOIST TO TOP SHEATHING LOCATION BOTTOM PLATE TO FOUNDA11ON ANCHOR BOLT FOUNDATION MINIMUM ANCHOR BOLT MINIMUM ANCHOR BOLT PLATE CONNECTION 12 5 9 33 1164 37 873 1310 (IN. OC) NAILS (IN. OC) CONNECTION RESISTING SUPPORTING SPACING (IN.) SPACING (IN.) 12 5 9 13 437 873 1310 12 6 12 6 12 6 12 6 12 8 2 3 3 3 4.12 16 6 11 17 582 1164 1746 INTERIOR ZONE 16 6 12 6 12 6 12 6 12 12 10 2 3 3 3 24 9 17 25 873 1746 2619 24 6 12 6 12 6 12 6 12 LATERAL AND SHEAR LOADS 1-3 STORIES 30 45 8 3 3 4 4 12 4 7 10 349 698 1048 12 6 12 6 12 6 12 6 12 16 10 3 1 3 4 4 5:12 16 5 9 16 466 931 1397 4' PERIMITER EDGE ZONE 16 1 6 1 12 6 12 6 12 6 12 8 4 1 5 5 5 24 7 14 20 698 1397 2095 24 1 6 1 12 6 1 12 6 1 12 6 12 (1) WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAX. ANCHOR BOLT SPACING SHALL NOT 24 10 4 5 1 5 1 6 12 3 5 8 249 1 499 748 1 BOARD SHEATHING OR LAP SIDING EXCEED THE LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS (TABLE 3.2C) OR LATERAL AND SHEAR LOADS (TABLE 3.2B). 7:12 16 4 7 10 1 333 665 998 (2) TABULATED ANCHOR BOLT SPACING FOR LATERAL AND SHEAR LOADS ASSUME WALLS ARE SHEATHED IN ACCORDANCE WITH (1) TABULATED CONNECTIONS REQUIREMENTS ASSUME A BUILDING LOCATED IN EXPOSURE B 24 5 10 15 499 998 1497 SHEATHING SIZE STUD SPACING (IN. OC) MAXIMUM NUMBER OF 8d COMMON NAILS PER SUPPORT SECTION 3.4.4.2 ANCHOR BOLT SHALL NOT EXCEED 6 FEET ON CENTER SPACING 12 3 4 6 194 388 582 tx6 OR tx8 SHEATHING 12 - 24 2 2 2 1 2 (2) WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOE-NAILS IN THE 9:12 16 3 5 8 259 517 776 (3) FOR THREE SECOND GUST WIND SPEED GREATER THAN 110 MPH, WITH A TABULATED LATERAL VALUE FROM TABLE 3.5 GREATER RAFTER AND CEILING JOISTS SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED. 24 4 8 776 1164 lx10 OR LARGE 12 - 24 3 3 3 3 THAN 262 PLF, LATERAL CONNECTIONS SHALL BE DETERMINED USING THE LOADS FROM TABLE 3.5. (3) TO AVOID SPLITTING, NO MORE THAN 2 TOE-NAILS SHALL BE INSTALLED IN EACH SIDE OF A RAFTS 12 3 5 146 3 5 146 291 437 E - NAIL SPACING AT PANEL EDGES (IN.) OR CEILING JOIST WHEN FASTENED TO A 2x4 TOP PLATE OR 3 TOE-NAILS IN EACH SIDE WHEN FASTENED 12.12 16 3 1 4 6 194 388 582 TO A 2x6 TOP PLATE 24 3 fi 9 291 582 873 F - NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.) (1) FOR WALL SHEATHING WITHIN 4 FEET OF CORNERS, THE 4 FOOT EDGE ZONE ATTACHMENT I(l) NAILING REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED 25% IF NAILS ARE CLINCHED. REQUIREMENTS SHALL BE USED 1(2) HEEL JOINT CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE IS SUPPORTED BY A LOADBEARING (2) TABULATED 12' OC NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING MEMBERS WIT I WALL OR RIDGE BEAM. GO.49 FOR FRAMING MEMBERS WITH 0.42 GSQ.49 THE NAIL SPACING SHALL BE REDUCED TO 6" OC TABLE 3.2C SILL OR BOTTOM PLATE TO FOUNDATION CONNECTION (ANCHOR BOLT) RESISTING UPLIFT LOADS FROM WIND - EXPOSURE B TABLE 3.413 UPLIFT STRAP CONNECTION REQUIREMENTS 1(3) WHEN INTERMEDIATE SUPPORT OF THE RAFTS IS PROVIDED BY VERTICAL STRUTS OR PURUNS TO A (3) FOR EXTERIOR PANEL SIDING, GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED I LOADBEARING WALL THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE FOR COMMON NAILS (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.2) (ROOF-TO-WALL, WALL-TO-WALL, AND WAIL-TO-FOUNDATION) I REDUCED PROPORTIONATELY TO THE REDUCTION IN SPAN. 8' END ZONES INTERIOR ZONES THREE SECOND GUST WIND SPED (MPH.) 110 1 120 1 130 1 140 1(4) EQUIVALENT NAILING PATTERNS ARE REQUIRED FOR CEILING JOIST TO CEILING JOIST LAP SPICES. NUMBER OF 8d COMMON NAILS OR 10d BOX 1(5) TABULATED HEEL JOINT CONNECTION REQUIREMENTS DO NOT INCLUDE THE ADDITIONAL WEIGHT OF THE THREE SECOND GUST WIND SPED (MPH.) 110 120 130 140 110 120 130 140 FRAMING SPACING ROOF SPAN (FT.) NAILS IN EACH END OF 1-1/4' 20 GAGE i CEILING ASSEMBLY. STRAP 1(6) TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUMES CEILING JOIST OR RAFTER TIES ARE TABLE 3.10 ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT FOUNDATION MINIMUM ANCHOR BOLT MINIMUM ANCHOR BOLT 12 2 2 2 2 1 LOCATED AT THE BOTTOM OF THE ATTIC SPACE WHEN CEILING JOIST OR RAFTER TIES LOCATED HIGHER IN WIND LOADS CONNECTION RESISTING SUPPORTING SPACING (IN.) SPACING (IN.) 16 2 2 3 2 'THE ATTIC SPACE, NO ATTIC STORAGE IS ASSUMED AND THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE INCREASED BY THE FOLLOWING FACTORS: 20 2 2 2 2 THREE SECOND GUST WIND SPEED (MPH.) 110 120 130 140 UPLIFT LOADS 1-3 STORIES 39 33 25 23 45 38 33 30 12' 24 2 3 3 3 CEILING HEIGHT/ ROOF RIDGE HEIGHT HEEL JOINT CONNECTION ADJUSTMENT FACTORS STRUCTURAL SHEATHING 28 2 3 4 3 E I F E F I E I F E I F 32 3 3 4 3 1 / 2 2.00 (1) WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAX. ANCHOR BOLT SPACING SHALL NOT 36 3 3 4 3 1 / 3 1.50 SPACICINGNG RAFTER/TRUSS SHEATHING LOCATION RA MAXIMUM NAIL SPACING FOR 8d COMMON (IN. OC) NAILS (IN. OC) 12 2 2 3 2 EXCEED THE LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS (TABLE 12C) OR LATERAL AND SHEAR LOADS (TABLE 3.2B). 1 / 4 1.33 12 6 12 6 12 6 12 6 12 16 2 3 3 3 1 / 5 1.25 9. 6 12 6 12 6 12 6 12 20 2 3 4 3 1 / 6 1,20 INTERIOR ZONE 19.2 6 12 6 12 6 12 6 12 16" 24 3 3 4 3 1 / 10 1.11 28 3 4 5 4 24 6 12 6 12 6 12 6 12 32 3 4 5 4 12 6 12 6 12 6 12 6 12 36 4 4 6 4 4� PERIMITER EDGE ZONE 16 6 12 6 6 6 12 6 6 ` NAIILING SCHEDULE- WFCM PAGE 139-TABLE 3.1 PERSCRIPTIVE DESIGN 12 3 3 4 5 19.2 6 6 6 6 6 6 6 6 THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS. ROOF /CEILING FRAMING 16 3 4 5 5 24 6 6 6 6 6 6 6 6 ` JOINT DESCRIPTION NUMBER OF NAILS NUMBER OF BOX NAILS NAIL SPACING 20 3 4 5 5 TABLE 3.6A RIDGE TENSION STRAP / RIDGE CONNECTION REQUIREMENTS GABLE ENDWALL RAKE AND RAKE TRUSS 6 6 4 4 6 6 4 4 BOARD SHEATHING RAFTER TO TOP PLATE (TOE-NAILED) (SEE TABLE 3.4A) 3 - 8d 3 - 10d PER RAFTER 24• 24 4 5 6 7 FOR WIND - EXPOSURE B CEILING JOIST TO TOP PLATE (TOE-NAILED) (SEE TABLE 3.4A) 3 - 8d 3 - 10d PER JOIST 28 4 5 7 8 SHEATHING SIZE RAFTER/TRUSS MAXIMUM NUMBER OF 8d COMMON NAILS CEILING JOIST TO PARALLEL RAFTER (FA(CE-NAILED) (SEE TABLE 3.9A) 2 - 16d 2 - 16d PER LAP 32 5 6 7 g THREE SECOND GUST WIND SPED (MPH.) 110 120 130 140 110 120 130 140 SPACING (IN. OC) PER SUPPORT CEILING JOIST LAPS OVER PARTITIONS (FiACE-NAILED) (SEE TABLE 3.9A) 3 - 8d 3 - 16d PER LAP 36 8 1 - REQUIRED CAPACITY 1x6 OR 1x8 SHEATHING 12 - 19.2 2 2 2 2 - 10d PER TIE RO)(1F PITCH ROOF SPAN (FT.) NAILS IN EACH END OF 1-1/4 STRAP 1x10 OR LARGE 12 - 19.2 3 3 3 3 COLLAR TIE TO RAFTER (FACE-NAILED) (SEE TABLE 3.6A) 3 - 8d 3 BLOCKING TO RAFTER (TOE-NAILED) 2 - 8d 2 - 10d EACH END (1) TABULATED UPLIFT CONNECTIONS REQUIREMENTS ASSUME A BUILDING LOCATED IN EXPOSURE B 1 2 3 4 5 6 RIDGE CONNECTION 12 2 2 2 3 176 484 394 484 E - NAIL SPACING AT PANEL EDGES (IN.) RIM BOARD TO RAFTER (END-NAILED) 2 - 16d 2- 16d EACH END (2) TABULATED UPLIFT CONNECTIONS REQUIREMENTS ASSUME A ROOF AND CEILING ASSEMBLY DEAD 16 2 3 3 4 235 645 525 645 WALL FRAMING LOAD OF 9 PSF (0.60xl5PSF=9PSF). IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE CEILING 20 3 4 4 4 294 807 657 807 F - NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.) JOINT DESCRIPTION ASSEMBLY IS NOT CONNECTED TO THE ROOF ASSEMBLY, THE TABULATED NUMBER OF NAILS SHALL BE N 4 _ NUMBER OF NAILS NUMBER OF BOX NAILS NAIL SPACING 3:12 24 3 4 4 5 353 968 788 968 THE DING 4 FEET ON TOP PLATE TO FL. 4r.�.E NAZIFn)) 2 - 16d (1) 2 - 16d (1) PER FOOT INCREASED BY 1 NAIL AT EACH END OF THE STRAP. 28 4 5 5 6 412 1129 919 1129 EACH SIDE DE OFOR FTHE ROOF PEAK,SHEATHING ITHE F4 OOOTFPERIMPETER DGEDZONE GE OATTACHMEE Ill NT REQUIIREMENTS SHALL TOP PLATES A'f INTERSECTION (FACE NAIILED) 4 - 16d 5 - 16d JOISTS - EACH SIDE (3) MINIMUM ASTM A653 GRADE 33 STEEL STRAP 32 4 5 5 7 471 1291 1050 1291 BE USED ISSUES REVISIONS STUD TO STUD (FACE NAILED) 2 - 16d 2 - 16d 24' O.C. 36 5 6 6 7 529 1452 1182 1452 (2) TABULATED 12- OC SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBER HEADER TO HEADER (FACE NAILED) 16d 16d 16' O.C. ALONG EDGES 12 2 2 2 2 312 382 312 382 WITH GO.49 FOR FRAMING MEMBERS WITH 0.42 GS0.49, THE NAIL SPACING SHALL BE REDUCED TO 6' DESCRIPTION DATE No. TOP OR BOTTOM PLATE TO STUD (END4NAILED) (SEE TABLE 3.5A) 2 - 16d 2 - 40d 1 PER STUD TO PLATE, 16 2 2 2 2 416 510 416 510 OC ISSUED FOR FILING 12/8/2024 01 BOTTOM PLATES TO FLOOR JOISTS, BANDJOIST, ENDJOIST, 10" WALL HEIGHT MAX 20 2 3 2 3 520 637 520 637 OR BLOCKING (FACE NAILED) 2 - 16d (1,2) 2 - 16d (1,2) PER FOOT 4:12 24 3 3 3 3 623 765 623 765 (3) TABULATED 6' OC SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBER WITH G9.49 FOR FRAMING MEMBERS WITH 0.42 GD.49, THE NAIL SPACING MALL BE REDUCED TO 4' 28 3 4 3 4 727 892 727 892 OC NUMBER O NAILS NUMBER OF BOX NAILS NAIL SPACING 32 4 4 4 4 831 1020 831 120. JOINT DESCRIPTION FLOOR FRAMING TABLE 35A TOP & BOTTOM PLATE TO STUD LATERAL F O0 JOIST TO SILL, TOP PLATE OR GIRDER (TiOE-NAILED) 4 - F 4 - PE JOIST CONNECTIONS FOR WIND LOADS- EXPOSURE B 36 4 5 4 5 935 1147 935 120 147 (4) TABULATED 4' OC SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBER BRIDGING AND/'OR BLOCKING TO JOIST (TTOE NAILED) 2 - 8d 2 - 16d EACH END 12 1 2 1 2 240 295 240 295 WITH GZi1.49 FOR FRAMING MEMBERS WITH 0.42 G<0.49, THE NAIL SPACING SHALL BE REDUCED TO 3" THREE SECOND GUST WIND SPED (MPH.) 110 120 130 140 OC BLOCKING TO JOIST(TOE NAILED) 2 - 8d 2 - tOd EACH END 16 2 2 2 2 320 393 320 393 BLOCKING TO SILL OR TOP PLATE (TOE RMLED) 3 - 16d 4 - 16d EACH BLOCK 20 2 2 2 2 400 491 400 491 LEDGER STRIP TO BEAM FACE-NAILED REWIRED NUMBER OF 16d COMMON ( ) 3 - 16d 4 - t6d EACH JOIST FRAMING SPACING ROOF SPAN (FT.) NAILS OR 40d BOX NAILS PER 5:12 24 2 3 2 3 480 589 480 589 Au DRAMINE sPE SIGN O AND COPIES ETHEREOFARCHITECT) FursrAM A BY LREM IN STUD TO PLATE CONNECTION TOP PLATE SPLICE REQUIREMENTS THE 1P ""° HE AR�"ECT. THEY TO B "USED "VA ""R PEA"R°"�JOIST ON LEDGER TO BEAM (TOE-NAILED)) 3 - Sd 3 - lOd PER JOIST 28 3 3 3 3 560 688 560 688 THE IPRT AND A Tiff ARCHITECT.BE PREY ARE TO OTHER Y wPR RESPECT IO THIS PROJECT AND ARE NOT TO � USED ON ANY OTHER PR0.ECT. SUBMISSION OR BAND/RIM JOIST TO JOIST (END-NAIL ED)I 3 - 16d 4 - 16d PER JOIST 3 4 3 4 640 786 640 786 ONE STORY - SLAB ON GRADE DISM0UTION TO MEET DEER&RM"TOtY REotnREMEMis OR FOR OTHER PURPOSES IN 8 2 2 2 2 32 CONNECTION Mtn+THE PROJECT IS NOT TO BE CONSTRUED AS PUSUCATION M DERMMON BAND/RIM JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2 - 16d 1 3 - 16d PER FOOT 36 3 4 3 4 720 884 720 884 OF TIHE ARCHITECTS COMMON LAW COPTRICHT OR OTHER RESERVED RIGHTS MANUAL 2001 SBC HIGH WIND EDITION) ( ) ( ) 10 2 2 2 2 (REFER TO TABLE 3.21 OF THE WOOD FRAME CONSTRUCTION ROOF SHEATHING 12 2 2 2 2 12 1 2 1 2 216 264 216 264 JOINT WESCRIPTION NUMBER OF NAILS NUMBER OF BOX NAILS NAIL SPACING 12• 14 2 2 2 2 16 2 2 2 2 287 352 287 352 BUILDING DIMENSION (FT) MINIMUM SPLICE LENGHT(FT) Proposed Addition to Residence STRUCTURAL PANELS 3/4' CDX PLYWOOD 8d 10d (SEE TABLE 3.10) 16 2 2 2 2 20 2 2 2 2 359 440 359 440 12 3 DIAGONAL BOARD SHEATHING 1'X6' OR 1"X8" 2 - 8d 2 - 10d PER SUPPORT 18 2 2 2 3 6:12 24 2 3 2 3 431 528 431 528 16 4 DIAGONAL BOARD SHEATHING 1"X10' OR WIDER 3 - 8d 3 - 10d PER SUPPORT 20 2 2 3 3 28 2 3 2 3 503 616 503 616 Whitmire Residence CEILING SHEATHING 20 5 g 2 2 2 2 32 3 3 3 3 575 704 575 704 JOINT DESCRIPTION NUMBER OF NAILS NUMBER OF BOX NAILS NAIL SPACING 10 2 2 2 2 36 3 4 3 4 647 792 647 792 24 6 916o Marratooka Road GYPSUM WALL BOARD 5d COOLERS (3) 5d COOLERS 7' EDGE / 10' FIELD 12 2 2 2 3 12 1 1 1 1 201 245 201 245 28 NRattituck, NY WALL SHEATHING 16" 14 2 2 3 3 16 2 2 2 2 267 327 267 327 32 6 JOINT DESCRIPTION NUMBER OF NAILS NUMBER OF BOX NAILS NAIL FACING 16 2 2 3 3 20 2 2 2 2 334 409 334 409 36 9 STRUCTURAL PANELS 5/8" CDX PLYWOODD 8d 10d (SEE TABLE 3.11) 18 2 3 3 4 7:112- 12:12 24 2 2 2 2 401 490 401 490 40 11 REENTREE GYPSUM WALL BOARD 5d COOLERS 5d COOLERS 7' EDGE / 10" FIELD 20 2 3 3 4 28 2 1 3 2 3 1 468 572 468 572 DIAGONAL BOARD SHEATHING 1"X6' OR 1"X8" 2 - 8d 2 - 10d PER g 2 2 2 2 32 3 3 3 3 535 654 535 654 SUPPORT 60 13 ARCHITECTURE DESIGN 16 DIAGONAL BOARD SHEATHING 1'X10" OR? WIDE 3 - 8d 3 - 10d PER SUPPORT 10 2 3 2 3 36 3 3 3 3 602 736 602 736 0 FLOOR SHEATHING 19 12 2 3 2 3 � JOINT DDESCRIPTION NUMBER OF NAILS NUMBER OF BOX NAILS NAIL SPACING 24" 14 3 3 3 3 B0 22 1191 GREENTREE DRIVE STRUCTURAL PANELS 3/4" COX PLYWOODD 1' OR LESS 8d 10d 6' EDGE / 12' FIELD 16 3 4 3 4 (1) TAABULATD CONNECTION REQUIREMENTS ARE BASED ON TOTAL UPLIFT MINUS .6 OF ROOF ASSEMBLY DEAD LOAD (.6 x 10 PS1) OAKDALE,NYn769 STRUCTURAL PANELS GREATER THAN 1" 10d 16d 6' EDGE / 6" FIELD 18 3 4 3 4 (2) WMHEN THE TABULATED NUMBER OF NAILS REQUIRED IN EACH END OF THE STRAP IS EQUAL TO 1 AND THE FRAMING IS ATTACHED IN EEL: 5i6 848-7439 DIAGONAL BOARD SHEATHING 1"X6" OR 1'X8' 2 - 8d 2 - 10d PER SUPPORT 20 4 4 4 4 ACCOREDANCE WITH TABLE 3.1 THE RIDGE STRAP AND ADDITIONAL NAILING IS NOT REQUIRED. TOP PLATE SPLICE REQUIREMENTS EMAIL:greentreead@gmail.com DIAGONAL BOARD SHEATHING 1"X10" ORt WIDE 3 - 8d 3 - 10d PER SUPPORT TWO STORY (3) MEN A COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP, THE NUMBER OF 10d COMMON NAILS REQUIRED IN EACH END OF THE COLLAR (REFER TO TABLE 121 OF THE WOOD FRAME CONSTRUCTION UNAUTHORIZED ALTERATION OF ANY ITEM ON (1) PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.5 TIE NEED NOT EXCEED THE TABULATEDNUMBER Sd NAILS IN A STEEL STRAP. MANUAL 2001 SBC HIGH WIND EDITION) THIS DOCUMENT IS A VIOLATION OF NEW YORK (1) NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING SPACED 6' O.C. AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3' O.C. AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITY, NAIILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES (2) TABULATED FRAMING LOADS AND CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE (4) TIABULATED CONNECTION REQUIREMENTS ARE BASED ON A 12' RIDGE STRAP SPACING, FOR DIFFERENT RIDGE STRAP SPACING, MULTIPLY BUILDING DIMENSION(FT) MINIMUM SPLICE LENGHT(F) STATE LAW. SHALL BE USED TO MAINTAIN LOAD PATH. MULTIPLIED BY .92 FOR FRAMING NOT LOCATED WITHIN 8 FEET OF CORNERS THE TABBULATD VALUES BY THE APPROPRIATE MUL11PUER BELOW. 12 2 (2) WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1 - 16d NAIL (3) TABULATED FRAMING LOADS ASSUME A BUILDING LOCATED IN EXPOSURE B (5) VABULATD CONNECTIONS REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70 FOR FRAMING NOT LOCATED WITHIN 8 FEET 16 3 JOB No. PER FOOT. OF BUIULDING CORNERS 20 4 2024-820 ,RED ARCy (3) COMMON RESISTANT 11 GAGE (ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED, CHECK IBC FOR ADDITIONAL REQUIREMENTS. ALL QUANTITIES ARE BASED (6) 1-1/4' 20 GAGE RIDGE STRAP SHALL BE OF ASTM A653 GRADE 33 STEEL OR EQUIVALENT 28 5 DATE ��� � A. Sf�c�'9/��� ON 16 OC SPACING FOR RAFTER, JOISTS AND STUDS. RIDGE STRAP SPACING (IN.) 12 16 19.2 1 24 1 48 72 32 6 12.8.24 C>: --4 MULTIPLIER 1.00 1.33 1.60 1 2.00 1 4.00 6.00 y� 36 7 DRAWN BY SR J'�9 oa1 sot � >o 0� SCALE OF 60 12 70 14 80 16 DRAWING TITLE DWG No. WIND ST-l. ol NOTES I i NAILING &STRAPPING AT EXTERIOR WINDOWS/DOOR HEADERS (REQUIRED FOR Alll NEW CONSTRUCTION AND/OR NEW EDITIONS) WALL STUD WALL STUD WALL STUD 2 X 4 CONTINIOUS BOTTOM PLATE BOTTOM PLATE LATERAL BRACING 0 6' / E- NAILING SCHEDULE 'B': WOOD FRAME CONSTRUCTION MANUAL) FLOOR JOIST FLOOR JOIST STEEL STRAP LAPPED O.C. ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS UNDER SILL PLATE, HETA40 � ���•••/// 3/4" PLYWOOD 3/4' PLYWOOD BY SST. FASTEN WITH ARCHITECTURE+DESIGN,P.C. ROUGH NOTATION A B C D E F SUBFLOOR SUBFLOOR 8-10DX1 1/Y NAILS. OPENING CHOR BOLT ANCHOR BOLT 10-8d NAILS 2'-0" 2 (1) 2x4 1 1 1 1 SILL PLATE 4'-0' 4 (1) 2x4 2 2 2 2 6'-O' 6 (2) 2x4 OR (1) 2x8 3 3 3 3 SILL PLATE SILL PLATE ANCHOR 8�T 8'-0' 8 (2) 2x4 OR (1) 2x8 3 3 3 3 STEEL STRAP EMEDDED STEEL STRAP LAPPED INTO CONCRETE, HETA40 UNDER SILL PLATE, HETA40 1O'-O" 10 (2) 2x6 4 4 4 4 BY SST. FASTEN WITH BY SST. FASTEN WITH GABLE END 12'-0" 12 (2) 2x6 5 5 5 5 8-1ODX1 1/2" NAILS. 8-10OX1 1/2' NAILS 5d CCOOLERS NAILS NOTATIONS : A 10T O.C. RAFTER TO FRAMING 2 X 4 BLOCK NAILED USE MODEL H2.5 BY'SIMPSON' (A) NUMBER OF 8d NAILS AT EACH END OF STRAPPINGS TO EACH BRACE W/ 5-8d NAILS TO RAFTERS H2 5 4-100d NAILS 5-8d NAILS TO PLATES (B) NUMBER OF SILL STUDS ON THE FL.A1T DOES NOT APPLY TO DOORS 3.2.2.3 WALL ASSEMBLY TO FOUNDATION 1/2 ' GYPSUM BOARD ALTERNATE FASTENING C NUMBER OF FULL HEIGHT KING STUD9S AT EACH SIDE OF HEADER 5d CCOOLERS NAILS 20 GAGES W/STRONG-DRIVE SD ( ) FIRST FLOOR WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION, SILL PLATE, OR BOTTOM PLATE IN ACCORDANCE WITH THE STRAP CONNECTOR SCREWS REQUIREMENTS OF TABLE 3.2 OR TABLE 3.3B (SEE DETAILS MA-E). WHEN TABLE 3.36 IS USED, A MINIMUM OF 1-1/4'x20 GAGE 0 7" O.0 5-SD9112 TO RAFTER (D) NUMBER OF 16d NAILS END NAILED 1THOUGH ADJACENT KING STUD TO END OF HEADER AT EACH STEEL STRAP SHALL BE NAILED TO THE STUDS IN ACCORDANCE WITH TABLE 3.3B. STEEL STRAPS SHALL HAVE A MINIMUM 10-8d NAILS 5-SD9112 TO PLATE SIDE EMBEDMENT OF 7" IN CONCRETE FOUNDATIONS AND SLABS ON GRADE, 15' IN MASONRY BLOCK FOUNDATIONS, OR BE LAPPED UNDER THE PLATE AND NAILED IN ACCORDANCE WITH TABLE 3.3B (SEE DETAIL 3.3A-C). WHEN THE STEEL STRAP IS LAPPED ENDWALL STUDS ALL STRAPPING AT 16' O.C. (E) NUMBER OF JACK STUDS AT EACH END OF HEADER (ASSUME DOUBLE HEADERS) UNDER THE BOTTOM PLATE, 3" SQUARE WASHERS SHALL BE USED ON THE ANCHOR BOLTS AND ANCHOR BOLT SPACING MALL NOT EXCEED THE REQUIREMENTS SPECIFIED IN TABLE 3.2B. STEEL STRAPS EMBEDDED IN OR IN CONTACT WITH SLAB ON GRADE OR (F) NUMBER OF 16d NAILS END NAILED TTHOUGH ADJACENT JACK STUD TO END OF SILL(S) AT EACH MASONRY BLOCK FOUNDATIONS SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION OR MANUFACTURED FROM GALVANIZED SIDE (DOES NOT APPLY TO DOORS) STEEL COATED WITH A MINIMUM OF 1.8 oz. OF ZINC PER SQUARE FOOT OF STEEL SILL TO FOUNDATION DETAILS BRACING AT GABLE END WALL RAFTER TO TOP PLATE 1 2 3 ATTIC RIDGE-PLATFORM FRAMING ONLY A A ANCHOR BOLTS AND WASHERS AS REQUIRED-EMBEOU 7' IN POURED CONCRETE AND 15' IN CMU E g SECOND FLOOR ANCHOR BOLTS AND WASHERS AS CS20 REQUIRED-SEE CHART ON C\ ST-2 BLOCKING 2 BAYS ACQ TREATED LTP4 BACK 0 4'-0' O.C. (Z � �? SILL PLATE FOU ON WALL STUD TO STUD USE MODEL CS20 BY*SIMPSON' FIRST FLOOR 3 8d NAILS 0 EACH END OF STRAP BAND JOIST TO TOP PLATE USE MODEL LTP4 BY*SIMPSON' ALL STRAPPING AT 16" O.C. BLOCKING 2 BAYS BACK 0 4'-0' O.C. STRAPPING AT HEADERS BLOCKING AT END WALL ANCHORING TO FOUNDATION STUD TO STUD 4 5 6 7 "SIMPSON" HDU2 SPACING ISSUES / REVISIONS CORNER STUD DESCRIPTION DATE No. THREADED ROD EMBEDDED 2-16d COMMON NAILS AT ISSUED FOR FILING 12/8/2024 oT 12-1/'2" INTO CONCRETE W/ 6' O.C. FOR FULL LENGTH *SIMPSON' ET(HIGH STRENGTH OF STUD • o EPDXY ADHESVE) ° ° CS20 CS20 COIL STRAP AT EVERY • ° o ROOF RAFTER ROOF RAFTER PROVIDE SOLID CS20 (SEE ROOF PLAN) BLOCKING AT ENDWALL I 1 i I LTP4 ALL m uRs. sPEc incAnoN ND s A COPIES THEREOF PURNisHm BY RXtE mim SECURE COLLOR TIE TO R.R. WITH ARCHITECTURE Arm DESIGN (HEREIN KNOWN AS THE ARMTEC ARE AND SHALL REMAN PROJECT AM 1W PROPERTY AM NOT THE TOE BE USED ON MANY oMERPRROXCCT. ION Y" REVECT TO OR 1/2' THU-BOLTS WITH NUT AND STUD TO BAND JOIST DISTRIBUTION To MEET MIaAL REOUI.AWRY REQUIREMENTS OR FOR OTHER PURPOSES N USE MODEL CS20 BY'SIMPSON' CONNECTION NTH nIE PRO,ECT IS NOT To BE CONSTRUED AS PUBUCATION IN DERO"TION Wl7SIiERS(2 MIN. EACH JOIST 3-10d NAILS 0 EACH END OF STRAP OF THE ARCMTECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS. RIDGE SEE FRAMING LTP4 PLANS V BAND JOIST TO CCA SILL PLATE USE MODEL LTP4 BY*SIMPSON' Proposed Addition to Residence RIDGE SEE FRAMING p ALL STRAPPING AT 16' O.C. PLANS 0 TOP PLATES TO STUD USE MODEL SP6 (FOR 2 X 6 STUD SIMPSON SKEWABLE 'U' HANGER Whitmire Residence WALL) BY*SMPSON' L� COIL STRAPS MAY BE USED 6-10d NAILS TO STUDS HANGER SIZE TO MATCH DEPTH OVER SHEATHING. SP6 OF LUMBER 96o Marratooka Road WALL)) B BY USE SP4(FOR 2 X 4 STUD 2. MIN. Mattituck, NY Y".1MPS0N' 6-10d NAILS TO STUDS GREENTREE TOP PLATE TO STUD COIL STRAP & COLLAR TIES CORNER HOLD-DOWN .ARCHITECTURE £r DESIGN HIP RAFTER DETAILS BAND JOIST TO SILL PLATE . 8 9 lO 11 12 i9 GREENTREE DRIVE OAKDALE,NY 11769 Minimum two-ply TEL:(516)848-7439 Minimum four-ply truss for quantity �y' THREADED RODEMAIL:greentreead@gmail.com truss for quantity of two applications GRADE A307 OR of two applications that are offset BETTER W/WASHER that are not offset AND NUT UNAUTHORIZED ALTERATION OF ANY ITEM ON Note: $tu to-plat onnections THIS DOCUMENT IS A VIOLATION OF NEW YORK FSC are require to comp) Is STATE LAW. 4" Min. do 12" Max. STRONG-DRIVE SDWF FLOOR TO the load path and are the STRONG-DRIVE SDWF FLOOR TO Upper wall FLOOR SCREW BY SIMPSON responsibility of the Designer. FLOOR SCREW BY SIMPSON bottom plate STRONG-TIE STRONG-TIE splice shown JOB No. 2024-820 ED ARC DATE h, F 12.8.24 DRAWN BY * �t SR - t TOP PLATES TO STUD Holdown FSC Lower wall USE MODEL lib (FOR 2 X 6 STUD offset to top plate SCALE 1% 1 031601 8A1 BY NAILS'S'SIMPSON- prevent Strong-Drive® splice Shown AS NOTED �OF ° SDS screw 4 Min. interference Perspective View of Corner 8-10d NAILS TO TOP PLATE Conditions with Double SDWF H6 HDU2 3li' THREADED ROD (Single SDWF similar) GRADE A307 OR DRAWING TITLE DWG No. H TT5 BETTER W/WASHER TOP PLATE TO STUD FLOOR TO FLOOR HOLD-DOWN FLOOR SPAN CON N AND NUT STRAPPING ECTOR FLOOR TO FLOOR SCREW FLOOR TO FLOOR SCREW ST-Z. 02 13 14 15 16 17 DETAILS INSTALL 1" RIGID INSULATION / CUT TO FIT BETWEEN THE RAFTERS. FOAM SEAL BOTH SIDES ALOIJG RAFTER WITH / PIPE PENETRATION / / / 1 fE6 � EXPANDING FOAM SEALANT. / MAINTAIN EQUAL VENT SPACE / / / -) � ARCHITECTURE+DESIGN,P.C. FOR LENGTH OF RIGID PERIMETER OFF PIPET INSULATION VENTED AIRSPACE 1/2" GYPSUM BOARD / THIN—PROFILE IN—PRSURE ATEEXTERIORSHEATHING WALL / ATTIC INSULATION 1x4 BLOCKING / SL CONTINUOUS BEAD CONTINUOUS BEAD OF OF SEALANT / 1 PROVIDE INTERIOR SHEATHING AT r*_vv#f\4% �1 r INSULATED EXTERIOR WALL EXTERIOR WALL AND CEluwc —CEILING GYPSUM BOARD EXTERIOR WALL SHEATHING PRIOR 1D SOFFIT ASSEMBLY LADDER BLOCKING AS AIR BARRIER EXTERIOR INSULATED WALL CONTINUOUS BEAD OF SEALANT NU OF SEALANT BEAD s 1/Y SHEATHING AND OF SEALANT �• - HOUSE WRAP CONTINUOUS BEAD EXTERIOR INSULATED WALL WOOD FRAME SOFFIT OF SEALANT INSTALL 1" RIGID INSULATION ---INTERIOR ASSEMBLY VERTICALLY TO CONNECT INSULATING CABINETR SHEATHING TO RIGID INSULATION EXPANDING FOAM AT BAFFLE FOAM SEAL BOTH JOINTS —CONTINUOUS MINIMAL WINDOW PERIMETER DARK LINE ILLUSTRATES CONTINUITY OF AIR BARRIER AT WALL SECTION WINDOW UNIT AS CEMENT BACKER BOARD AIR BARRIER TUB SURROUND FINISH AL ROOF SKYLIGHT EXPANCNNG FOAM SEALANT MANUFACTURED RECESSED LIGHT ENCLOSURE TUB U EXPANDING FOAM AT,`+ —ROOF RAFTER ATTIC INSULATION TUB SURROU WINDOW PERIMETER ME FLOOR RIM INSULATION Anc JCXSTS (BE 0 AISSEMBLY R-VALUE/MICKNESS PER CLIMATE CONTINUOUS BEN OF CtONTINUOUS BEAD OF SEALANT SEALANTPROVIDE BLOCKING A CONTINUOUS BEAD HVAC DUCT DPANDING FOAM SEALANT STUD CAVITY AT TUB OF SEALANT AT EXTERIOR WALL PAINT COATING OVER GYP WOOD FRAME SOFFIT CONTINUOUS SEALANT BEAD INSULATED EXTERIOR AS AIR BARRIER ASSEMBLY STUD WALL CONTINUOUS BEAD THIN—PROFILE WALL OF ADHESIVE PROVIDE INTERIOR SHEATHING SHEATHING AT EXTERIOR WALL PRIOR CONTINUOUS BEAD F CONTINUOUS BEAD EXPANDING FOAM SEALANT AT PERIMETER TO SOFFIT ASSEMBLY SEALANT OF SEALANT CONTINUOUS BEAD OF SEALANT CONTINUOUS BEAD DRYWALL CEILING EXPANDING FOA _ _,.__._ OF SEALANT RECESSED LIGHTING FIXTURE --WOOD FRAME FLOOR ASSEMBLY CONTINUOUS BEAD OF SEALANT \N —CONTINUOUS BEAD OF SEALANT ELEECTRICAL WIRE INTERIOR VERTICAL CONTINUOUS BEAD ISSUES / REVISIONS ATTIC INSULATION CHASE OF SEALANT DESCRIPTION DATE No. TOIP PLATE PLUMBING PIPE PROVIDE INTERIOR SHEATHING ISSUED FOR FILING 12/8/2024 of WOOD FRAMING AT EXTERIOR WALL PRIOR E XIPANDING FOAM SEALANT TOP PLATE SHEATH INTERIOR OF TO ASSE ME IOR WALLCONTINUOUS MINIMAL ATTIC ACCESS TO EXPANDING FOAM AT EXPANDING FOAM +1" OF INSULATION WINDOW PERIMETER WALL STUD SEALANT 1" RIGID INSULATION INTERIOR WALL STUD WALL EACCESS PANEL DRAW ACCESS PANEL SNUG WITH PERIMETER SCREWS TRIM AS REQUIRED ALL DRAVANGS, SPEOnCATMS AM COPIES THEREOF FURNISHED BY GREENTREE FINISH CEILING cryAK ME) SHALL UK M PERTr OF 7HE ARCFM�THEY MZ M MBE� Y MTH RESPECT TOO7iHIS PMO.ECT MID ARE NOT To BE USED oN ANY mm PROJECT. SUBMISsim OR LADDER BLOCKING AS REQUIRED DNSTMOLMO+ TO MEET OFMAL REGULATORY REOUWOIENTS OR FOR OTHER PURPOSES IN O C"KITH nff PRO.ECT IS NOT To BE CONSTRUED AS RMCATON RI bmmnON OW THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS. INSULATED EXTERIOR WALL WINDOW UNIT AS AIR BARRIER Proposed Addition to Residence CONTINUOUS MINIMAL EXPANDING FOAM AT Whitmire Residence WINDOW PERIMETER 96o Marratooka Road Mattituck, NY CONTINUOUS BEAD OF SEALANT PPE PENETRAnON CONTINUOUS BEAD GREENTREE THROUGH M OF ADHESIVE ARCHITECTURE &DESIGN PROVIDE BLOCKING AT MEMBRANE RAM COUAR, r�k FLA"G COLLAR STUD CAVITY AT SHOWER LAYER OF�ROOF �OVERLAP� OVERLAP ONTO LOWER am MEMBIRARE CONTINUOUS BEAD OF SEALANT AT EXTERIOR WALL ONTO LaVO LAYER OF ROOF SHINGLES CONTINUOUS BEAD OF SEALANT WWR u�a OF'�T i9 GREENTREE DRIVE CONTINUOUS BEAD OF SEALANT ROOF OAKDALE,NY n769 CONTINUOUS BEAD OF ADHESIVE LOWER L OF FLAlY- UPPER LAYER OF ASPHALT TEL:(516)848-7439 CONTINUOUS BEAD INTERIOR WOOD FRAMED WALL ROOF ' ROOF sN Q SEALANT " ,- � \ LIPPED LAYER OF FLA.LY- EMAIL:greentreead@gmail.com 1/2 GYPSUM BOARD UPPER ROOF 11LE SURROUND FINISH 1x6 BLOCKING ` �� ` �MEMBRANE AND FLOOR STRUCTURE � UNAUTHORIZED ALTERATION OF ANY ITEM ON CEMENT BACKER BOARD ASSEMBLY ^` ��►LeRANE THIS DOCUMENT IS A VIOLATION OF NEW YORK INSULATED EXTERIOR { `�� ` t PLYm SIEATHm STATE LAW. STUD WALL ` _ _ PLYWOOD THIN—PROFILE WALL. W�N CUT CONTINUOUS BEAD INSULATED EXTERIOR WALL ` � AROUND PEE PErLETRAnaw CONTINUOUS BEAD JOB No. SHEATHING OF SEALANT EXTERIOR WALL SHEATHING S'FM-FACED P TE OF SEALANT 2024-820 aoSEn CELL FOAM BACKER INSUINc SHEATOG IN CONTINUOUS BEAD ROD Mm A OF SEALANT �CONTe�M FLIlLY-TS CONTINUOUS WIDTH I F LL SEALER DATE �Gj �t A• SfA y�j. CLOSED CELL FOAM BACKER MANUFACTURED Rao AND UREMANE SEALANT 12.8.24 SHOWER PA INTERIOR GYPSUM WALLBOARD AT P�PERIMETER LANE�, � AS AIR BARRIER (AR BARRIER) PLY"n0D FOUNDATION WALL AS DRAWN BY r PLYWOOD WN N-wn AIR BARRIER EXPANDING FOAM ROOF RAFTER SR --WOOD FRAME a CONCRETE SLAB AS �� 031601 FLOOR ASSEMBLY a AIR BARRIER SCALE a 41 AS NOTED 4F n n DRAWING TITLE DWG No. • a .AIR SEALANT ST-1. o DETAILS 3 i i J�U,6* ARCHITECTURE+ DESIGN, P.C. CRAWLSPACE FOUNDATION AND SLAB TO BE 15'-9r 16'-3� 8'-2r REMOVED ENTIRELY. CONTRACTOR TO EXTERIOR WAIL PROPERLY DISPOSE OF TO BE REMOVED EXTERIOR STRUCTURE, ROOF, MATERIAL OFF SITE. I- ------ -- SKYLIGHT-- ' i REMOVED TO BE � -1�11I_lll I� ElI I EXTERIOR WALL --� -- -- AND DOOR TO BE REMOVED I 1-------� 'ol ;/' CONTRACTOR TO REMOVE co EXTERIOR WALL AND I ( I I EXTERIOR FRAMING. -"—""J I' WINDOW ITO L--'---J WALL TO BE D I REMOVED BAY WINDOW OVERHANG I _ ABOVE TO REMAIN UNDISTURBED. �R � ------ r--1 �' SKYLIGHT TO BE I �' REMOVED EXISTING ELECTRICAL - -------__--- \\ , I SERVICE TO REMAI . I I— - -- I BATHROOM /— WALL TO I ROOF ABOVE BAY II UNCONDITIONED I KITCHEN i BE REMOVED FOR WINDOW TO REMAIN I ' NEW SLIDING GLASS I I DOOR ----- EXISTING GIRDER TO (112 BEDROOM REMAIN. CONTRACTOR TO I ALL KITCHEN I ----------- - I ---- ----- ----- ------------------------- PROPERLY SUPPORT MILLWORK TO I 1 (- DURING COLUMN INSTALL I BE REMOVED. I I ' W � I fI �. ' I I I BLOCK FOUNDATION TO I __—_ ( ALL INTERIOR WALLS AND I TO BE REMOVED REMAIN FINISHES TO BE REMOVED CLOSET TO BE CHIMNEY TO BESCREW JACK ( I I LINE OF DECK ABOVE TO \ EXISTING STAIRS TO `-�, --�REMOVED REMOVED WASHER/DRYER TO BE \ I BE REMOVED AS CHIMNEY TO BE REMOVED CRAWLSPACE TO REMAIN -- _ LAUNDRY ROOM RELOCATED TO \ ( CHIMNEY TO 8E REMOVED 1 NECESSARY TO EXPOSE INTERIOR WALL TO BASEMENT -- ROOFING. BOILER TO BE REMOVED FLOOR JOISTS, ORDERS, ' ' AND COLUMNS TO REMAIN I —1--_ ---- REMAIN _- -- -_ I _---- I _---- EXISTING DECK SUPPORT I I------ I ----- I ITO REMAIN UNDISTURBED. I i �------ ' ' CLOSET ' ' �` ' ' I I PRIMARY BEDROOM i SCREW JACK SUPPORTS — e ----- -------------- TO BE REMOVEDCL I ----- -------'—'-- ----- BLOCK FOUNDATION TO I ~ , ' CONTRACTOR TO REMOVE REMAIN ------ — -- - NOTE: EXISTING EXTERIOR BLOCK WAIL ;------�I------ CRAWLSPACE TO REMAIN I I ALL INTERIOR WALLS AND I ® I , , STAIR I I I I NEW WALL WILL BE �__—__ " _____ I I--- ` FINISHES TO BE REMOVED TOOTHED IN TO EXISTING _ _ < <------ -------- , , ----- ----- OIL TANK TO BE I I I WALL SOIL TO ?1S!TABILIZED DURING REMOVED EXISTING ELECT LIVING ROOM II -_--- M SUBPANL TO I II ROOF ABOVE SCREENED REMOVAL REMAIN. IN TO REMAIN I, ALL INTERIOR WALLS ANDF �� I � FINISHES TO BE REMOVED I WALL AND DOOR TO BE �-____ ------ L------------------1 i u------ i ; REMOVED __—__ NOTE: GUT RENOVATION NOTE: GUT RENOVATION I I INTERIOR DRYWALL TO BE I INTERIOR DRYWALL TO BE REMOVED DOWN TO THE REMOVED DOWN TO THE I EXISTING SUPPORT EXISTING STUD FRAMING. EXISTING STUD FRAMING. HEADER TO REMAIN TYPICAL AT ALL WALLS TYPICAL AT ALL WALLS STAIRCASE TO BE THROUGHOUT THE 2 THROUGHOUT THE 2 c WALL. AND REMOVED BUILDING. BUILDING. 1 I EXTERIOR DOOR EXPANDED NOTE: GUT RENOVATION NO EXPANDED NOTE: GUT RENOVATION NO N WORK TO THE EXTERIOR SIDING OR I WORK TO THE EXTERIOR SIDING OR TO BE REMOVED. FOOTING UNCONDITIONED 0o CONTRACTOR TO REMOVE ROOFING WILL BE PERFORMED. PROJECT IS ROOFING WILL BE PERFORMED. PROJECT IS TO REMAIN BASEMENT I DECK AND FRAMING TO AN INTERIOR RENOVATION ONLY; DRYWALL BEDROOM J3 AN INTERIOR RENOVATION ONLY; DRYWALL I I ACCESS THE ROOF OF TO BE REMOVED, MISSING SECTIONS OF TO BE REMOVED, MISSING SECTIONS OF THE BASEMENT INSULATION WILL BE INFILLED AND NEW INSULATION WILL BE INFILLED AND NEW EXISTING FOOTING 0 EXTENSION. REVIEW DRYWALL INSTALLED. TAPE AND SPACKLE DRYWALL INSTALLED. TAPE AND SPACKLE 4'-9" dAIN EXISTING SUPPORT EXTENTS OF DECK TO FINISH. TO FINISH. HEADER TO REMAIN REMOVAL. ---- �I CONTRACTOR TO REMOVE EXTERIOR BLOCK WALL NEW WALL WILL BE TOOTHED-IN TO EXISTING WALL SOIL TO BE STABILIZED REMOVAL DURING ISSUES J REVISIONS DESCRIPTION DATE No. FOUNDATION DEMOLITION PLAN 2 FIRST FLOOR DEMOLITION PLAN 3 SECOND FLOOR DEMOLITION PLAN ISSUED NOTES OR 5/18/2025 0T DEMO NOTES PER TOWN /T8/2o25 oz D 1.01 SCALE: 1/4" = l'-0" D 1.01 SCALE: 1/4" = l'-0" D 1.01 SCALE: 1/4" = l'—O" ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY GREENTREE ARCHITECTURE AND DESIGN (HEREIN KNOWN AS THE ARCHITECT) ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THEY ARE 70 BE USED ONLY WITH RESPECT TO THIS NOTES: PROJECT AND ARE NOT TO I3E USED ON ANY OTHER PROJECT. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DBMGA71ON OF THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS SO SMOKE ALARM TO BE HARD-INKED TO ELEC. WITH BATTERY BACK-UP PER 2010 RCNYS R313.1.2 CARBON MONOXIDE DETECTOR TO BE® BACK-UP PER 2010 RCNYS R313.4.3 HARD-WIRED TO ELEC. WITH BATTERY Proposed Addition to Residence O W- WINDOW D -DOOR S- SKYLIGHT(SEE SCHEDULE) EMERGENCY EGRESS WINDOW. MINIMUM 5.7 S.F. CLEAR OPENING, WITH A Ec MINIMUM OPENABIE WIDTH OF 20' AND A CLEAR OPENABLE HEIGHT of Whitmire Residence 2e PER 2020 RCNYS SECTION R310. Q NEW,JUNCTION BOX FOR NEW LIGHT/FAN FIXTURE 96o Marratooka Road ® EXTERIOR WALL CONSTRUCTION: Mattituck NY VINYL SIDING OVER 'TYVEK' HOUSEWRAP OVER i/Y PLYWOOD SHEATHING. ' 2X6' WOOD STUDS 16'O.C. WITH R-21 BATT INSULATION. 1/2'GYPSUM BOARD (INSIDE) TAPED AND SPACKLED 0 EXISTING WALL TO REMAIN GREENTREE ARCHITECTURE &DESIGN EXTERIOR STUDS TO REMAIN. INTERIOR DRYWALL AND FINISHINGS TO BE REMOVED, NEW R-15 BATH INSULATION W/)f GYP. BD. Room NEW INTERIOR WALLS TO BE 24 WOOD STUD 1V O.C. W/Ye GYP. BD. ON EACH SIDE UNLESS OTHERWISE NOTED. 19 GREENTREE DRIVE OAKDALE,NY u769 NEW INTERIOR PLUMBING WALLS TO BE 2x6 WOOD STUD 16'O.C. W/I¢' TEL:(5T6)848-7439 GYP. BD. ON EACH SIDE UNLESS OTHERWISE NOTED. EMAIL:greentreead@gmail.com PROVIDE NEW PRE-HUNG MASONITE DOORS W/PAINTED FINISH AND STANDARD HARDWARE. G.C. TO COORDINATE WALL THICKNESS. NUMBERS DENOTE DOOR SZE IN INCHES. UNAUTHORIZED ALTERATION OF ANY ITEM ON ® INDICATES PARALAM POSTS-DOWN.SEE PLAN FOR THIS DOCUMENT IS A VIOLATION OF NEW YORK SIZES. STATE LAW. ® INDICATES PARALAM POST UP BM SIZE AS INDICATED JOB No. INDICATES CENTER OF STRUCTURAL BEAM 2024-820 �RED ARC 2x10-16'o.c DATE ��j� �Z A. S£,o CEILING JOISTS-10'-7'AFF V� �! 12.8.24 r h INDICATES FLOOR JOIST,DECJ JOIST,CEILING JOIST,ROOF RAFTER. i P.T.=PRESSURE TREATED,ACO DRAWN BY ABBREVIATIONS: SR ��-x 01601 V.I.F. VERIFY IN FIELD P.C. POURED CONCRETE SCALE OF CENTERLINE P.T. PRESSURE TREATED AS NOTED O.C. ON CENTER HDR. HEADER C.J. CEILING JOIST U.O.N. UNLESS OTHERWISE NOTED F.J. FLOORJOIST LVL LAMINATED VENEER LUMBER D.J. DECK JOIST H.H. HEADER HEIGHT DRAWING TITLE DWG No. R.R. ROOF RAFTER F.F. FIRST FLOOR SLAB MC MEDICINE CABINET PNTD. PAINTED DF DEMOLITION DOUGLASFUR -I. O1 PLANS i 2 2 A2.01 A2.01 16'-0" 80-00 OH WINDOW ARCHITECTURE+ DESIGN, P.C. MUDROOM � I I I Z o� i 4RIDN 0 L. PA0 I o 1 I °D :3068J 0 6r__— NEW WALL CONSTRUCTION: NEW WINDOW NEW WINDOW NEW WALL CONSTRUCTION: i VINYL SIDING AS SELECTED BY OWNER 111111 VINYL SIDING AS SELECTED BY OWNER 7 OVER 1' RIGID INSULATION OVER )� CDX 15,-0" i OVER 1" RIGID INSULA11ON OVER )r CDX PLYWOOD. 2X6 WOOD FRAMING- 16" O.C. PLYWOOD. 2X6 WOOD FRAMING- 16" O.C. R-21 GATT INSULATION. r GYPSUM R-21 BATT INSULATION. )r GYPSUM BOARD SHEATHING INSIDE, TAPED AND BOARD SHEATHING INSIDE, TAPED AND `i' SPACKLED. 3 3 SPACKLED. KITCHEN Z Z (RENOVATION) 3 7 Z en BEDROOM #3 ' ___ __ ___—— _ �, EXISTING WOOD STUDS TO REMAIN. NEW INSTA FOR FLUSH ---- / ASSEMBLY WITH THE NEWA6" STUDS. o NEW STAIRS DOWN R-13 GATT INSULATION INSTALLED IN -- — ------ TO PATIO EXISTING CAVITY. NEW INTERIOR I ISLAND N ——— —————————— I DRYWALL, TAPED AND SPACKLED TO 14'-0" ( 5'-0" 5'-11 ' 3'-6r FINISH. EXISTING 2' 10 7'-5" d' NEW WINDOW 2'-9" INEW 6'-O" SLIDING DOOR I 2068 2068 ° QL 6 UL - u(n CL " I 2668 2068 ' 3-9 9-9 0 S-Or 5-5� 3'-0" 0 2668 ® `oI 2068 2668 o ® "' BATH 0 z CL M — — — o zsss N CL 1 ILI toss � M EXISTING SCREENED DECK a z o — DINING ROOM I � 2sse C' TO REMAIN — 5 o PRIMARY z? Z N Q BATH z - -- I W 668 o Z N � � 000 DECK, FJ SOANDI BEAMVE LO 0 0 MILLWORK AS ACCESS ROOF AREA o � 1' ° SELECTED BY 2'-8" S-2, BEDROOM �2 CCES o ;�, BELOW. PDR OWNER NEW SINGLE-PLY ROOF w RM I , MEMBRANE WITH ALL RELATED FLASHINGS TO z 24 POCKET ° 6'-6" 13'-8" N BE INSTALLED OVER W DOOR (17 W'I'C INSULATION BOARD, OVER EXTERIOR GRADE a 0 PLYWOOD. / Ei BAT WIN DOUBLE WINDOW I O �O°R' DOUBLE WINDOW 5 0 EXISTING ONCE COMPLETE:, DECK IS W TO BE RETURNED To I 'S Z LIVING ROOM SLOPE T PRIMARY ORIGINAL CONDITION. BEDROOM EXISTING WOOD STUDS TO REMAIN. NEW R-13 BATT INSULATION INSTALLED IN EXISTING CAVITY. NEW INTERIOR w Im DRYWALL, TAPED AND SPACKLED TO w FINISH. A2.Q1 A2.01 I L_ NEW TRIPLE WINDOW NEW TRIPLE WINDOW ISSUES / REVISIONS DESCRIPTION DATE No. ISSUED FOR FILING 12/8/2024 01 PROPOSED FIRST FLOOR PLAN 2 PROPOSED SECOND FLOOR PLAN A 1.0)2 SCALE: 1/4" = l'-0" A 1.02 SCALE: 1/4" = 1'-0" ALL DRAWINGS. SPECIFICATIONS AND COPIES THEREOF FURNISHED BY QRMTREE ARCHITECTURE AND DESIGN (HEREIN KNOWN AS TINE ARCHI ECT1 ARE ANDSHALL REMAIN THE PROPERTY OF THE ARCHITECT. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT. SUBMISSION OR DISYRIBU71ON TO MEET OFFICIAL REGULATORY REOUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUED AS PUSUCATON IN DEROGATION OF THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS. NOTES: Proposed Addition to Residence SQ SMOKE ALARM TO BE HARD-WIRED TO ELEC. WITH BATTERY BACK-UP PER 2010 RCNYS .2 Whitmire Residence ® CARBON MONOXIDEOXIDE DETECTOR TO BE HARD-WIRED TO ELEC. WITH BATTERY BACK-UP PER 2010 RCNYS R313.4.3 96o Marratooka Road O W- WINDOW D- DOOR S-SKYLIGHT(SEE SCHEDULE) EMERGENCY EGRESS WINDOW. MINIMUM 5.7 S.F. CLEAR OPENING, WITH A Mattituck, NY EG MINIMUM OPENABLE WIDTH OF 2T AND A CLEAR OPENABLE HEIGHT OF 2e PER 2020 RCNYS SECTION R310. +Q NEW JUNCTION BOX FOR NEW LIGHT/FAN FIXTURE GREENTREE ® EXTERIOR WALL CONSIRUCTIDN: ARCHITECTURE &DESIGN VINYL SIDING OVER 'TYVEK'HOUSEWRAP OVER 1/2'PLYWOOD SHEATHING. 2X6' WOOD STUDS 16"O.C. WITH R-21 BATT INSULATION. 1/2"GYPSUM BOARD (INSIDE) TAPED AND SPACKLED 0 EXISTING WALL TO REMAIN ig GREENTREE DRIVE EXTERIOR STUDS TO REMAIN. INTERIOR DRYWALL AND FINISHINGS TO BE OAKDALE,NY u769 REMOVED, NEW R-15 BAIT INSULATION W/X7 GYP. BD. TEL:(516)848-7439 EMAIL:greentreead@gmail.com NEW INTERIOR WALLS TO BE 20 WOOD STUD 1V O.C. W/)r GYP. BD. ON EACH SIDE. UNLESS OTHERWISE NOTED. NEW INTERIOR PLUMBING WALLS TO BE 2x6 WOOD STUD 16" D.C.W/X' UNAUTHORIZED ALTERATION OF ANY ITEM ON GYP. BD. ON EACH SIDE. UNLESS OTHERWISE NOTED. THIS DOCUMENT IS A VIOLATION OF NEW YORK STATE LAW. PROVIDE NEW PRE-HUNG MASONITE DOORS W/PAINTED FINISH AND STANDARD HARDWARE G.C. TO COORDINATE WALL THICKNESS. NUMBERS DENOTE DOOR SIZE IN INCHES. JOB No. ® INDICATES PARALAM POSTS-DOWN.SEE PLAN FOR 2024-820 RED AR� C SIZES. ® INDICATES PARALAM POST UP DATE BM SIZE AS INDICATED 12.8.24 y 9 INDICATES CENTER OF STRUCTURAL BEAM * � 2)(10-16'O.0 DRAWN BY " c SR �jx 031601 CEILING JOISTS- AFF y INDICATES FLOOR JOIST,DECJ JOIST,CEILING JOIST,ROOF SCALE OF RAFTER. P.T.=PRESSURE TREATED,ACQ AS NOTED ABBREVIATIONS: V.I.F. VERIFY IN FIELD P.C. POURED CONCRETE DRAWING TITLE DWG No. CENTERLINE P.T. PRESSURE TREATED O.C. ON CENTER HDR. HEADER FLOOR C.J. CEILING JOIST U.O.N. UNLESS OTHERWISE NOTED e • O� F.J. FLOOR JOIST LVL LAMINATEDVENEER LUMBER L 1 1 D.J. DECKJOIST H.H. HEADER HEIGHT PLANS R.R. ROOF RAFTER F.F. FIRST FLOOR SLAB MC MEDICINE CABINET PNTD. PAINTED I i J� ARCHITECTURE+ DESIGN, P.C. 2 A2.01 F ,,—FULL� v ICE AND WATER SHIED AT LOW SLOPE co CCJ03 X p ( ROOF AREA (3:12) CV Cn w 3-- LINE OF WALL BELOW z © z — — o — — — ROOF CONSTRUCTION I X w NEW 40 YR ARCHITECTURAL NEW NI0 NEW ASPHALT ROOFING SHINGLES TO SLOPE w SLOPE ( MATCH EXISTING OVER 30# FELT z I PAPER. %" MIN. PLYWOOD 1 NEW 2x8 RR NEW 2x8 RR WAF D WATER SHEATHING. RATI ALL DE VALLEYS @ 16" O.C. @ 16" O.C. AND PERIMETER PER RCNYS AND MFG. NEW ALUMINUM GUTTERS 11ED TO NEW DRYWELL COLOR AS POST DOWN TO SELECTED BY OWNER. / I SUPPORT NEW RIDGE SISTER NEW ROOF RAFTERS TO EXISTING ( EXISTING EXISTING I I SLOPE SLOPE — — — — I I z � I � No 1 EXISTING I I SLOPE I I I I - � I EXISTING EXISTING SLOPE SLOPE I I 1 I A2-01 ISSUES / REVISIONS I I DESCRIPTION DATE No. ISSUED FOR FILING 12/8/2024 01 ALL DRAiWNGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY GREENTREE ARCHITECTURE AND DESIGN (HEREIN KNOWN AS THE ARCHITECT) ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THEY ARE TD BE USED ONLY WITH RESPECT TO THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT. SUEMRSSKMI OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE PROJECT IS NOT TD BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS. Proposed Addition to Residence 1 PROPOSED ROOF PLAN Whitmire Residence A1.03 SCALE: 1/4" = 1'-O" FRAMING NOTES: 96o Marratooka Road 1. ALL SAWN LUMBER SHALL BE DOUGLAS FIR NO. 2. EXTERIOR LOAD BEARING Mattituck, NY STUDS SHALL HAVE A Fb=950 2. SHEAR HOLDOWN CONNECTORS BE PROVIDED AT ALL OPENINGS AND GREENTREE CORNERS. ALL SHEAR HOLDOWNS SHALL BE SHEARWALL HOLDOWNS PHD5-SDS3 ARCHITECTURE &DESIGN AS MANUFACTURED BY SIMPSON STRONG TIE. 3. ALL WINDOW HEADERS SHALL BE (1) 5 1/4" x 11-7/8" MICROLAM HEADERS. i9 GREENTREE DRIVE PROVIDE, 2 JACK STUDS ON EACH SIDE AND PROVIDE STRAPS, CS16 1-1/4 x OAKDALE,NY u769 20 GUAGE COIL STRAPS, ON EACH JACK STUD CONNECTING TO HEADER. TEL:(516) 848-7439 EMAIL:greentreead@gmail.com 4. FLOOR TO FLOOR CONNECTIONS: PROVIDE CS16, 1-1/4" x 20 GUAGE COIL STRAPS ATTACHING STUDS RIM JOIST UNAUTHORIZED ALTERATION OF ANY ITEM ON AND STUDS BELOW. IF STUDS DO NOT ALIGN, PROVIDE MTS16 TWISTED STRAPS THIS DOCUMENT IS A VIOLATION OF NEW YORK AS MANUFACTURED BY S.S.T. AT EACH STUD (TYPICAL). PROVIDE LTP4 STATE LAW. CONNECTORS CONNECTING TOP PLATE TO RIM JOIST AS MANUFACTURED BY JOB No. S.S.T. 2024-820 BRED ARC 5. STUD TO DOUBLE PLATE: DATE �� �- A. Sfp yA PROVIDE TWO H2-5A TWISTED STRAPS @ EACH STUD; AS MANUFACTURED BY 12 8 24 4,� h�o 9 � SIMPSON STRONG TIE. 0 DRAWN BY 6. RAFTERS TO DOUBLE PLATE: SR . PROVIDE H2.5 TWISTED STRAPS (2) EACH RAFTER AS MANUFACTERED BY `�'�,q 031601 O SIMPSON STRONG TIE. SCALE Q fly AS NOTED 7. SILL PLATE: ANCHOR SILL PLATE WITH 3" x 3" x 1/8" BASE PLATE, BP WITH 5/8" DIAMETER ANCHOR BOLT. EMBEDED 7" INTO CONCRETE FOUNDATION. SEE DETAIL DRAWING TITLE DWG No. 3 SHEET A1.00 Zrid FLOOR A-1. o3 PLAN i i NEW CONSTRUCTION EXISTING SHINGLE ROOF CONSTRUCTION I Nl � GUT RENOVATION OF INTERIOR: NEW 40 YR ARCHITECTURAL ASPHALT - / - REMOVE INTERIOR DRYWALL ROOFING SHINGLES TO MATCH EXISTING OVER l i••���/ �� - EXISTING STUDS TO REMAIN SPRAY FOAM ROOF RAFTERS 30# FELT PAPER. %" MIN. PLYWOOD `J - NEW R-15 BATT INSULATION AT CATHEDRAL CEILING TO MIN SHEATHING. PROVIDE ICE AND WATER SHIELD ARCHITECTURE+ DESIGN, P.C. - NEW INTERIOR DRYWALL, R-10 VALUE. AT ALL VALLEYS AND PERIMETER PER RCNYS TAPED AND SPACKLED REMAINDER OF ROOF INS ULA AND MFG. DECK LIVING ROOM TO MIN R-49 EXISTING 2x8 ROOF RAFTERS ROOF FASCIA BEYOND TO NEW 2X8 ROOF RAFTERS ON MATCH EXISTING EACH SIDE OF EXISTING RAFTER AT FLAT ROOF TO DECK: AND RU-BOLTED STAGGERED -REMOVE THE EXISTING DECK, JOISTS AND 16' LEDGER BOARD GABLE WALL TOP PLATE CONTRACTOR TO REMOVE -INSTALL NEW FLASHING MEMBRANE EXISTING DECCK FRAMING AND AGAINST EXTERIOR WALL AND RETURN ON FLOORING TO, ACCESS NEW TOP OF ROOFING UNDERLAYMENT GABLE END WINDOW HEADER AT EXTENSION -REINSTALL EXISTING LEDGER BOARD WITH 6'-8', SIMPSON DECK TENSION TIE DTT2-SS NEW (3) 2x8 COLLAR TIES AT -INSTALL NEW KICK-OUT FLASHING BELOW CONNECTION OLD TO NEW TO NEW TPO ROOF MEMBRANE OVER LEDGER, ABOVE NEW ROOF MEMBRANE. COVER BOARD. PITCH �" PER SUPPORT POST DOWN. FOOT NEW WINDOW TYPE AS SELECTED BY OWNER. MUST NEW ROOF RAFTER WITH BATT EXIST FJ'S TO REMAIN MEET NYSECCC 2020 INSULATION F- 2x8 016" O.C. SILL HEIGHT OF NEW WINDOW d J EXIST NOT LESS THAN 24 AFF I� v NEW ANCHOR BOLT TO BE 8x8 HEADER = Cn INSTALLED INITO GROUTED NEW DRYWALL ON 200 LEDGER FASTENED TO BLOCK BELOVN FURRING STRIPS NEW STRUCTURE a s R-3.5 FOAM FUR OUT C ►"- "j BOARD ADHERED NEW ROOF RAFTER AS NEEDED AT LOW SLOPE REAR ROOF TO CMU WALL. FASTENED TO 8x8 HEADER AREA, CONTRACTOR TO INSTALL TOP PLATE ANCHORED TO INTERIOR STUD 12 CMU WALL WALL TO BE CONTINUOUS ICE AND WATER INSULATED WITH SHIELD R-13 BATT. CONTRACTOR TO INSTALL (10) t BASEMENT o PLAYROOM ALUMINUM GUTTERS AS COURSES OF CMU IN COURSE WITH o THE EXISTING; BLOCK WALL. TOOTH ENTRY I Z SELECTED BY OWNER- IN NEW CMU INTO EXISTING. tO GROUT SOLIDI. #5 REBAR FULL co HEIGHT WALL. to LINE OF EXIST FOOTING AND CMU OVERHANG DIMENSIONS TO FOUNDATION BEYOND MATCH EXISTING T.O. CURB HIT HOG RAFTER TIE DOWN BY SIMPSON STRONG TIE GRADE (PAVEED) NEW WALLCONSTRUCTION: ° VINYL SIDING AS SELECTED B3Y OWNER MUDROOM KITCHEN NEW FOOTING; AND OVER 1" RIGID INSULATION FOUNDATION. SEE FOUNDATION [PLAN OVER V COX PLYWOOD. 24- 2X6 WOOD FRAMING- 16' O..C. i- R-21 BATT INSULATION. 3" GYPSUM BOARD SHEATHING INSIDE, TAPED AND SPACKLED. R-19 BATT INSULATION IN N CONS UCTION EXISTING FLOOR JOISTS PROPOSED SECTION AT LOWER LEVEL CMU HOG ANCHOR BOLTS A2.01 SCALE: 1/2" = 1'-O" FOUNDATION WALL PROVIDE 10' WIDE 3000 PSI,. AIR ENTRAINED PC FOUNDATION WALLS WITH #41 "• BARS 37" O.C. VERTICAL. PROVIDE TOWARDS THE INNEER SIDE OF WALL ON TENSION SIDE. PROVIDE HORIZONTAL REINFORCING AS FOLLOWS: (0) ' #4 BAR WITHIN 12"OF THE TfOP .4 4 ISSUES REVISIONS OF THE WALL AND (1) #4 BARS '. 24" O.C. E.W. DESCRIPTION DATE No. • .d CRAWLSPACE '••d BATHROOM ISSUED FOR FILING 12/8/2024 01 GRADE (VARIES) WITH ACCESS HATCH "SIMPSON" HDQ8 2-16d COMMON NAILS — _ HOLDSDOWN @ s O.C. FOR FULL LENGTH BASEMENT SLAB III-1IMlI I OF STUD I I I I (—III 6" CONCRETE SLAB 3000 PSI 0 28 • DAYS. USE 6"x6'xl.4 WWF OVER 2" III—III—I FOAM BOARD OVER 6 ml VAPOR a _ i 1i' BARRIER. PROVIDE 4 GRAVEL BASE ALL DRAWINGS, SPECIFICATIONS AND COPES THEREOF FURNISHED BY GREENTREE III—I I ( ARCHITECTURE AND DESIGN (THEREIN KNOWN AS T ARpH1EC ARCHITECT. THEY ARE TO BE USED 19 ARE AND SHALL REMAIN THE PROPERTY OF PROJECT AND ARE NOT TO BE USED ON ANY OIHM PROJECT. SUBMISSION OR O d d DISTRIBUTION TO MEETFFI CT TO THIS OFFICIAL REGULATOR REQUIREMENTS OR FOR 01H INPURPOSES O III—III—I CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION III—III OF THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS . . .... � . •.. : - .. .....' '• Proposed Addition to Residence Whitmire Residence 2 PROPOSED SECTION AT KITCHEN EXTENSION 96o Marratooka Road Mattituck, NY A2.01 SCALE: 1/2" = l'-O" GREENTREE ARCHITECTURE &DESIGN 19 GREENTREE DRIVE PROVIDE SOLID BLOCKING @ OAKDALE,NY 11769 ENDWALL TEL:(516)848-7439 EMAIL:greentreead@gmail.com UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS DOCUMENT IS A VIOLATION OF NEW YORK STATE LAW. 7/8" DIA. THREADED ROD EMBEDDED JOB No. 12-1/2" INTO CONCRETE W/ "SIMPSON- 2024-820 ET (HIGH STRENGTH EPDXY ADHESIVE) o R>YD AR DATE12.8.24 DRAWN BY 3 TYPICAL HOLD DOWN DETAIL SR A2.01 SCALE: 1/4" = l'-0" SCALE kD,9 031601 y� AS NOTED �OF N DRAWING TITLE DWG No. SECTIONS A-2, o1 I i ROOF CONSTRUCTION NEW 40 YR ARCHITECTURAL ASPHALT ROOFING ® SHINGLES TO MATCH EXISTING OVER 30# FELT )� ARCHITECTURE+ DESIGN, P.C. PAPER. 9" MIN. PLYWOOD SHEATHING. PROVIDE ICE AND WATER SHIELD AT ALL VALLEYS AND PERIMETER PER RCNYS AND MFG. NEW ALUMINUM GUTTERS TIED TO NEW DRYWELL.. EXPANDED NOTE, GUT RENOVATION NO COLOR AS SELECTED BY OWNER. WORK TO THE EXTERIOR SIDING OR ROOFING WILL BE PERFORMED. PROJECT IS NEW WALL CONSTRUCTION: AN INTERIOR RENOVATION ONLY, DRYWALL VINYL SIDING AS SELECTED BY OWNER TO BE REMOVED, MISSING SECTIONS OF OVER 1" RIGID INSULATION OVER 7!" COX INSULATION WILL BE INFILLED AND NEW EXPANDED NOTE: GUT RENOVATION NO PLYWOOD. 2X6 WOOD FRAMING— 16" O.C. DRYWALL INSTALLED. TAPE AND SPACKLE WORK TO THE EXTERIOR SIDING OR ETR R-21 BATT INSULATION. X" GYPSUM TO FINISH. ROOFING WILL BE PERFORMED. PROJECT IS BOARD SHEATHING INSIDE, TAPED AND 2849 DH 4649 FIXED 2849 DH 3430 DH J.1 AN INTERIOR RENOVATION ONLY; DRYWALL 2830 DH SPACKLED. TO BE REMOVED, MISSING SECTIONS OF INSULATION WILL BE INFIL.LED AND NEW DRYWALL INSTALLED. TAPE AND SPACKLE TO FINISH. M11030 D 2849 DH FM 4649 FIXED 2849 DH 2849 DH 2849JDH 3049 DH 3049 DH FLOOR HT, 0'-0" -- Bill NEW CMU EXTENSION UNDER DECK. SEE SECTION SHEET A2.0 ETR GRADE (HEIGHT VARIES) NEW CONSTRUCTION EXISTING INTERIOR RENOVATION AND WINDOW REPLACEMENT ONLY INTERIOR RENOVATION AND WINDOW REPLACEMENT ONLY L NEW 2 STORY ADDITION NEW 1 STORY ADDITION BASEMENT FL. HT_ —(8,-0") 1 FRONT ELEVATION NORTH SIDE ELEVATION �.02 SCALE: 1/4" = 1'-0" A2i2 SCALE: 1/4" = 1'-0" ROOF PITCH TO MATCH ISSUES / REVISIONS EXISTING DESCRIPTION DATE No. \ ,-- ISSUED FOR FILING 12/8/2024 oT 2 �/ ��-- DEMO NOTES PER TOWN 5/18/2025 oz EXPANDED NOTE: GUT RENOVATION NO WORK TO THE EXTERIOR SIDING OR ® ® ROOFING WILL EN PERFORMED. PROJECT IS IS L AN INTERIOR RENOVATION ONLY; DRYWALL TO BE REMOVED, MISSING SECTIONS OF 030 D 030 INSULATION WILL BE INFlLLED AND NEW DRYWALL INSTALLED. TAPE AND SPACKLE TO FINISH. ALL DRAMANGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY GREMTREE EXIS E ARCHITECTURE AND DESIGN (HEREIN KNOWN AS THE ARCHITECT) ARE AND SHALL REMAIN THE E USED ONLY VATH RESPECT M THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT. SUBMISSION OR 43O DH DISTRIBUTION To MEET OFFICIAL REGULATORY REQUERTY OF THE ARCHITECT. THEY ARE TO IREMENTS OR FOR OTHER PURPOSES IN CONNECTION MATH THE PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS. EXISTING DECK Proposed Addition to Residence Whitmire Residence 030 D 96o Marratooka Road 2849 DH 0 Mattituck, NY GREENTREE FlN, FLOOR HT. 0'-0" ., ARCHITECTURE &DESIGN i9 GREENTREE DRIVE OAKDALE,NY 11769 NEW 1 STORY ADDITION TEL:(516)848-7439 GRADE EMAIL:greentreead@gmail.com INTERIOR RENOVATION AND WINDOW REPLACEMENT ONLY NEW 2 STORY ADDITION UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS DOCUMENT IS A VIOLATION OF NEW YORK STATE LAW. JOB No. 2023-050 REp ARCy DATE ��Z A. 05.18.23 3 SOUTH SIDE ELEVATION DRAWN BY A2.02 SCALE: 1/4" = 1'-0" SR J'�� oslsot � SCALE or�y AS NOTED DRAWING TITLE DWG No. ELEVATIONS A-2. 02 'B` I