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HomeMy WebLinkAboutTR-10893 ��©� �0��� Town Hall Anne 54375 Route 25x ® Glenn Goldsmith, President Ile P.O. Box 1179 A. Nicholas Krupski, Vice President , Southold, New York 11971 Eric Sepenoski �' Telephone (631) 765 1892 Liz Gillooly a® Fax (631) 765.6641 Elizabeth Peeples BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE ES CHEOARDO TRUSTEES KED OFF 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVI BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1 st day of construction '/2 constructed tion; When project complete, call for compliance inspec ll ��,,..•I611 41me ,.. r:,".••Oa010 000pp -:u. '" aia000 000p0 "'-... ,r"} 9i11�0 49pOp ..;.�, .'.:ay°aY QC V�ODj B.e""..rr • °b1i0/000p :.0001°1 94'�p •, °`ppll/ 9999pj - •ie�N11 99Pp Qp e°�p111 9,Ap mp -' �pV41 PPP ppv c ,�p01 09 pop C01 9PppppWy����..�ppYCC 9P°p� Iii �� "� ` �`"`''�'�''' o .:'•'rt' v • -�` uw vy.tr..irr, r: ,..�r /' t:frv'7 S Yf Jk. .?.S,..d?J.,,L/sf fr„b,l tJ..,.E.J�t=tiGl'.�.,,.V�,� M.,-RLE!.Ai4'b..�°�.a�..r..?T.:�.�'lb.�eA41!!A!±,��<.4..,:J�lld««LVI.,x�., �6L..� :1:..�.._�C>=4•.D..,:-,.,�.,..3,.�1 �� ��' •Y!'om. �{ % yea°,. 1 Ds 80sye° m 04 � yc , BOARD OF SOUTHOLD TOWN TRUSTEES r „t SOUTHOLD,NEW YORK :< ' PERMIT NO. 10893 DATE: DECEMBER 17, 2025 =� ISSUED TO: WILLIAM & ERICA WHITMIRE ®lall -; r 99Fppp PROPERTY ADDRESS: 960 MARRATOOKA ROAD, MATTITUCK Y E $ x � 7 SCTM# 1000-115-9-8.1 �t AUTHORIZATION { NO Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on December 17,2025,and in consideration of application fee in the sum of$1,250.00 paid by William&Erica Whitmire and subject to the Terms and Conditions as stated in the Resolution the Southold Town Board of Trustees authorizes and permits the following: a. °pi99°I � Wetland Permit to construct additions and alterations to the existing two-story , °9°pp1 dwelling consisting of removing existing screened porch, extend foundation±56 sq.ft. ee ` p p q• and construct a new t10 x20 screened-in porch with entry steps; construct a 47s ft. x (footprint) one-story addition; construct a 95sq.ft. (footprint) two-story addition; �. q reconstruct portion of a±14' long wall to add a sliding door and a proposed±8'x6' °ep° entry platform with steps; and to install a drywell to contain roof runoff; and to establish and perpetually maintain a 15' wide non-turf buffer along the northern property line; all as depicted on the site plan prepared by Greentree Architecture & e Design, P.C., received on December 15,2025, and stamped approved on December 17, s r 2025. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, 9jp ndglll } k and these presents to be subscribed by a majority of the said Board as of the day and year written above. $R y • ��{ 6. .l co t 8 ,,pop° � OgUFFO��-C � w�a �i+o � @•°�° ogoel j� Q } �j .,s;S:e:b•. .. ry, •:eie:::: ,.: :.:: •:mo4„q° „ °e:::: �'• ::::•-•.- ::. :.� .-.. -. a ela ae ba.._ - TERMS AND CONDITIONS The Permittee William&Erica Whitmire, 960 Marratooka Road,Mattituck,New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 36 months, which is considered to be the estimated time required to complete the work involved,but should circumstances warrant, request for an extension may be made to the Board prior to expiration. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. A permit issued for work not including a demolition as per the definition in the Town Code, but subsequent to issuance,the work results in a demolition,the permit is voided and a new application must be submitted. 6. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 7. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 8. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Pennittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 9. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 10. That the said Board will be notified by the Permittee of the completion of the work authorized. 11. That the Pennittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 12. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. Glenn Goldsmith, President `�OF SOU� Town Hall Annex A. Nicholas Krupski,Vice President ,`O ��® 54375 Route 25 P.O. Box 1179 Eric Sepenoski J Southold, New York 11971 Liz Gillooly G Q Telephone(631) 765-1892 Elizabeth Peeples • a0 Fax(631) 765-6641 Cou Ti BOARD OF'.TOWN TRUSTEES TOWN OF SOUTHOLD December 19, 2025 Krista Jones 2465 Gabriella Court Mattituck, NY 11952 RE: WILLIAM & ERICA WHITMIRE 960 MARRATOOKA ROAD, MATTITUCK SCTM# 1000-115-9-8.1 Dear Ms. Jones: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, December 17, 2025 regarding the above matter: WHEREAS, Krista Jones on behalf of WILLIAM & ERICA WHITMIRE applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated September 11, 2025, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on December 17, 2025, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the proposal complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, 2 NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees APPROVE the application of WILLIAM & ERICA WHITMIRE to construct additions and alterations to the existing two-story dwelling consisting of removing existing screened porch, extend foundation ±56 sq.ft. and construct a new±10'x20' screened-in porch with entry steps; construct a 47sq.ft. (footprint) one-story addition; construct a 95sq.ft. (footprint) two-story addition; reconstruct portion of a±14' long wall to add a sliding door and a proposed ±8'x6' entry platform with steps; and to install a drywell to contain roof runoff; and to establish and perpetually maintain a 15' wide non-turf buffer along the northern property line; all as depicted on the site plan prepared by Greentree Architecture & Design, P.C., received on December 15, 2025, and stamped approved on December 17, 2025. Permit to construct and complete project will expire three years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, f rf Glenn Goldsmith President, Board of Trustees 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. PROPERTY OWNER TYLER& ERICA WHITMIRE LOAD SPEED(mph) CAT. WEATHERING FROST TERMITE DECAY TEMP. REQ'D. INDEX ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" LATEST REVISION., - ;', Al'10II I L hl IAA i IN'SIGN, P.C. -F50U OR ACI 302 "GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION" LATEST REVISION. PROPERTY ADDRESS 960 MARRATOOKA RD MATTITUCK, NY 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-B ACI 347 "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK" LATEST REVISION. CURRENT ZONE R-80 TYPICAL CODE REQUIREMCNTS: 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• ' RENOVATION TO EXISTING RESIDENCE AND 6 4 -ALL INSULATION TO BE INSTALLED AS PER AND MEET THE REQUIREMENTS OF SECTION R320. 30" E WORK DESCRIPTION REAR AND SIDE EXTENSIONS -ALL INTERIOR FINISHES SHALL BE FIRE RATED AS PER SECTION R320. 2. BASEMENT, FOUNDATION, EXTERIOR WALLS & OTHER VERTICAL CONCRETE SHALL HAVE A COMPRESSIVE �_ -ALIGN ALL RAFTERS OVER STUDS. STRENGTH OF 3000 PSI ® 28 DAYS. PORCHES, CARPORTS & GARAGE CONCRETE SLABS SHALL HAVE A MAIN STRUCTURE -ALL WALL FRAMING TO COMPLY WITH R602.10 THROUGH R602.10.10 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 30 AS PER SECTION R301.1.2.1 & TABLE R301.2. REQUIRED PROVIDED -PROVIDE FOR BLOCKING AS PER SECTION R602.8. CONTENT (% BY VOL. OF CONC.) SHALL NOT BE LESS THAN 5% OR MORE THAN 7 %. MATERIALS USED CD -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 1- -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 (47 Sf) FRONT YARD 60' 93.4' (NO CHANGE) 4. ALL FOOTINGS AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL HAVING A MINIMUM BEARING REAR YARD 75' 25'-0" LOADS TABLE R301.5 DEFLECTION TABLE R301.7 CAPACITY OF 2000 POUNDS PER SQUARE FOOT IN ANY WAY TO ANY PROPOSED STRUCTURE. IF 2-STORY ADDITION 149•81' DETERMINED BY THE ARCHITECT, THE ACTUAL SOIL BEARING SETTLEMENT CHARACTERISTICS SHALL BE -` SIDE YARD(TOT.) 45' 106'-11" USE DEAD LOAD LIVE LOAD STRUCTURAL MEMBER ALLOWABLE ASSESSED BY A QUALIFIED SOILS TEST LABORATORY AND GEOTECHNICAL ENGINEER. THE OWNER SHALL (95 Sf) SHED DEFLECTION BEAR THE EXPENSE OF TESTING. SIDE YARD(MIN.) 20' 24'-9" ROOFS 12 PSF 45 PSF RAFTERS HAVING SLOPES GREATER THAN 3/12 STORM WATER PIPING ^� O TOTAL BLDG FOOTPRINT 5,053 S.F. (ALLOWED) 1,113 S.F. W/ NO FINISHED CEILING ATTACHED TO L/180 Zr) F RAFTERS PROPOSED LOCATION n1 O BUILDING HEIGHT 35' 28'-8" (NO CHANGE) FLOORS (SLEEPING) '12 PSF 30 PSF INTERIOR WALLS & PARTITIONS H/180 OF NEW 4' DEEP LOT COVERAGE 20% 4% FLOORS (NON-SLEEPING) '12 PSF 40 PSF FLOOR & PLASTERED CEILINGS L/360 �- SUMMARY DRYWELL FOR I EXISTING 1ST FLOOR (+/-) 820 S.f. ADDED BASEMENT 56 s.f. STAIRS '12 PSF 40 PSF ALL OTHER STRUCTURAL MEMBES L/240 39 -3 BALCONIES (EXTERIOR) AND '10 PSF 40 PSF EXTERIOR WALLS W/ PLASTER OR STUCCO H/360 STRUCTURAL STEEL (BC2203-BC2205) EXTENSION EXISTING 2ND FLOOR (+/-) 750 s.f. ADDED 1ST FLOOR 142 s.f. DECKS FINISH ADDITION ADDED 2ND FLOOR 95 s.f. - - -- ---- 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 1-STORY BASEMENT G s, .r LIMITED STORAGE FINISHES AND IN ACCORDANCE WITH THE REQUIREMENTS OF THE FOLLOWING STANDARDS. WHERE CONFLICTS 2d' 21" t � .0 Vr �5� OCCUR, THE MORE STRINGENT STANDARD SHALL APPLY: NOTE: (56 Sf) " 2UJI (�UNINHABITABLE ATTIC W/0 9 PSF 10 PSF EXTERIOR WALLS-WIND LOADS* W/ FLEXIBLE L/120 NOTE; 56 sf OF DECK TO BE U � © BOARD OF f C� STORAGE FINISHES RESIDENTIAL CODE OF NEW YORK STATE 2-STORY EXISTING RAWING RELEASES• zz� ��TCES HABITABLE ATTICS & ATTICS 9 PSF 10 PSF LINTELS SUPPORTING MASONRY VENEER WALLS L/600 PARTIALLY REMOVED TO Q3: TOWN OF SOUTf.. O ►h SERVED W/ FIXED STAIRS BUILDING CODE OF NEW YORK STATE WOOD FRAME PROPOSED NEW Qo� L1J ACCESS EXTENSION. RESTORE GUARDS & 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 SIDE ENTRY >D'x DATE TIMES THE COMPONENT & CLADDING LOADS FOR THE SHALL BE IN ACCORDANCE WITH EITHER THE AISC LOAD AND RESISTANCE FACTOR DESIGN UPON COMPLETION. 0ww , NEVER RELEASED ❑ 00-0_ PASSENGER VEHICLE GARAGE - 200 LB/LF PURPOSES OF THE DETERMINING DEFLECTION LIMITS HEREIN. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (AISC-LRFD), AISC SPECIFICATION FOR LLOO � GUARD IN-FILL COMPONENTS - 50 LB/LF STRUCTURAL STEEL BUILDINGS-ALLOWABLE STRESS DESIGN (AISC-ASD) OR AISC SPECIFICATIONS LINE OF 15' PAST RELEASE Oww RAILINGS 200 LB/LF FOR THE DESIGN OF STEEL HOLLOW STRUCTURAL SECTIONS (AISC-HSS). WHERE REQUIRED, THE 82'-2" ® LU�� SEISMIC DESIGN OF STEEL STRUCTURES SHALL BE IN ACCORDANCE WITH THE ADDITIONAL I NON TURF PROVISIONS OF BC 2212. U)of w - "- ADDITION CURRENT RELEASE ® �ww ___._... � ' - --- - BUFFER IN _�_._._. ANSI/AWS D1.1 "STRUCTURAL WELDING CODE-STEEL", LATEST REVISION. FROM LOT LINE (VNN __ - N I-O 2. ALL FRAMING MEMBERS SHALL BE SHOP FABRICATED FOR BOLTED FIELD ASSEMBLY. FIELD CUTTING OR o N 04 DRILLING, WHEN REQUIRED, SHALL BE CLEARLY NOTED ON THE DRAWINGS. ALL FRAMING MEMBERS SHALL -o CARRY AN EASILY VISIBLE IDENTIFYING MARK, EITHER STAMPED, STENCILED OR PAINTED. I ASPHALT ll I 1.01 DER SHEET 3. ALL FIELD CONNECTIONS SHALL BE BOLTED. BOLTS SHALL BE MACHINE BOLTS CONFORMING TO ASTM DRIVEWAY 15 -0 SPECIFICATIONS A325 OR A490 AS SHOWN ON THE DRAWINGS. THE FARING SURFACES OF ALL BOLTEDST-1.01 WINDBORNE DESIGN TABLES CONNECTIONS SHALL BE SMOOTH AND FREE FROM BURRS OR DISTORTIONS. ALL BOLTS SHALL BE ST-1.02 STRAPPING ELECTRO-ZINC PLATED. IST-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 A1.01 FOUNDATION BASEMENT PLAN 1.17. ALL SPECIFICATIONS TO BE LATEST REVISION. 6. ALL WELDING SHALL BE DONE BY LICENSED WELDERS. A1.02 FIRST SECOND FLOOR PLAN 7. ALL STEEL DETAILS SHALL BE DESIGNED TO CONFORM TO ARCHITECTURAL REQUIREMENTS. I 03 F 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 A3.01 PYRAMID LAW COMPLIANCE GENERAL CONDITIONS STRUCTURAL LUMBER (13502,13602,13802) 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 BE DOUGLAS FIR CONSTRUCTION GRADE #2 OR BETTER WITH THE FOLLOWING MINIMUM -2020 MECHANICAL CODE OF NEW YORK STATE (MCNYS) STRESS GRADES: -2020 FUEL GAS CODE OF NEW YORK STATE (FGCNYS) -VILLAGE OF MATTITUCK BENDING STRESS FE = BASE: 875 ADJ: 1107 PSI d -TOWN OF SOUTHOLD SHEAR STRESS FV = 95 PSI aPSI 00 -SUFFOLK COUNTY MODULUS OF ELASTICITY E= 1.6 X 10 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 CONFLICT OR 3. ALL FRAMING BRACKETS AND ANCHORS SHALL BE 16 GAUGE GALVANIZED STEEL BY SIMPSON OR EQUAL. DEFICIENCY RESULTS IN THE COMPLETED WORK. 4. ALL WALL PLATES BEARING ON CONCRETE SHALL BE PRESSURE TREATED PRESERVATIVE (PTP) TIMBER. 3. THE ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION OBSERVATION AND ASSUMES NO RESPONSIBILITY FOR 5. ALL LOAD BEARING DIMEh�T-ON LUMBER SHALL BE IDENTIFIED BY A GRADE MARK OR A LUMBER GRADING 150 00 coNSTONTRAC ACTIVITIES. OR INSPECTION AGENCY THAT HAS BEEN APPROVED BY AN ACCREDITATION BODY THAT COMPLIES WITH ^ �' 4. THE CONTRACTOR SHALL OBTAIN, PRESENT EVIDENCE OF, AND PAY FOR ALL PERMITS NECESSARY TO CONDUCT THE DOC PS 20. � WORK AND COMPLETE THIS CONTRACT. THE CONTRACTOR SHALL OBTAIN THE BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY AND ALL REQUIRED APPROVALS. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE i- REGULATIONS AND REQUIREMENTS OF THE VARIOUS CIVIL AGENCIES HAVING JURISDICTION THEREOF. UPON COMPLETION OF THE WORK PROVIDED FOR IN THIS CONTRACT, AND BEFORE FINAL PAYMENT SHALL BE MADE, THE CONTRACTOR SHALL FURNISH THE OWNER WITH ANY NECESSARY CERTIFICATES OF OCCUPANCY OR CERTIFICATES OF COMPLIANCE PLUMBING AND HEATING WORK (P2502 & R303.8) 040 ISSUED BY THESE VARIOUS AGENCIES. 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 6. THE CONTRACTOR SHALL SECURE CONSTRUCTION SITE IN ACCORDANCE WITH ALL APPLICABLE SAFETY STANDARDS. THE COUNTY & TOWN REQUIREMENTS AND THE REQUIREMENTS OF THE RESIDENTIAL CODE OF THE STATE NEW r�, +' CONTRACTOR SHALL CONDUCT ALL WORK TO PRECLUDE THE EFFECTS OF WEATHER ON COMPLETED WORK, OR WORK IN YORK. 5•5L 00 E 0 A D PROGRESS. 2. THE USE OF LEAD SOLDER IN PIPING JOINTS IS STRICTLY PROHIBITED UNDER LAW. S 0 ,! R 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 ISSUES / REVISIONS OR WHERE CALLED FOR IN THE DRAWINGS. 4. HEATING SYSTEM SHALL BE EXISTING TO REMAIN. CONTRACTOR TO MODIFY AS REQUIRED TO BE SUITABLE n 8. ITEMS SUSTAINING DAMAGE DURING THE CONSTRUC71ON PERIOD SHALL BE REPAIRED AND/OR REPLACED TO THE A FOR COMFORT HEADING IN ACCORDANCE WITH THE REQUIREMENTS OF THE ENERGY CONSERVATION SATISFACTION OF THE OWNER AND TO THE APPROVAL OF THE ARCHITECT, AT THE CONTRACTOR'S EXPENSE. 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. ,V1 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. ISSUED FOR FILING 12/8/2024 oT WORK, THE CONTRACTOR SHALL REPAIR OR REPLACE SAID DAMAGED ITEMS. THE CONTRACTOR SHALL BEAR ANY AND REVISED PER TOWN ALL COSTS ASSOCIATED WITH WORK DISCONTINUATION, MATERIALS TESTING, REPAIR AND ALL MISCELLANEOUS RELATED 9/z4/2o25 02 ITEMS. REVISED PER TRUSTEES 12/10/202 03 10. THE TERM "OWNER" SHALL REFER TO THE 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 SHALL SUFFICE AS THE CONTRACTOR'S ACCEPTANCE OF THE TERMS SPECIFIED HEREIN, AND SHALL BE INCORPORATED INTO ANY AND ALL AGREEMENTS BETWEEN OWNER AND 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RESIDENTIAL CODE OF NEW YORK SURVEY BY SCALICE LAND SURVEYING 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 ISLIP 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 t 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 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 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. ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY GREENTREE ONCE, REGARDLESS OF PREVIOUS INSPECTIONS. ARCHITECTURE AND DESIGN (HEREIN KNOWN AS THE ARCHITECT) ARE AND SHALL REMAIN 15. ALL MATERIAL AND ITEMS INDICATED ON THE CONTRACT DRAWINGS, 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 WITH RESPECT TO THIS CONDITIONS DEMAND, SHALL BEDISPOSED OF PROPERLY IN APPROVED CONTAINER OUT OF THE PAIN 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 OF CONSTRUCTION AND AWAY FROM PUBLIC AND CONNECTION WTH THE PROJECT IS NOT TO BE CONSTRUED AS PUSUCA710N IN DEROGATION VEHICLE TRAFFIC, AND TO BE CARTED TO APPROVED LAND FILL SITE BY LICENSED CARTERS. " , „ OF THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS. 16. ALL NEW WINDOWS AND SKYLIGHTS TO BE MANUFACTURED BY ANDERSEN CORP., BAYPORT, MN. OR EQUAL . ALL C .0 SCALE: = 20-0 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 SH HALL IMS CHWITHAND VERIFY L THESE CONDITIONS OF A THE D MS E WORK AGREE PRIOR TO STARTING WITH OF WORK AND HE ALL WINDOWS & DOORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. Proposed Addition to Residence 18. IF IN THE COURSE OF CONSTRUCTION, A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THESE VERIFY ALL DIMENSIONS AND INSTALLA1ON SPECIFICATIONS. 2 PLANS, THE CONTRACTOR SHALT_ 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. 19. GRADING AROUND NEW CONSTRLJC110N SHALL SLOPE AWAY FROM HOUSE AND BLEND INTO EXISTING. 20.DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. WINDOWS THAT DO NOT MEET HURRICANE WIND LOADS AND SPECIFICATIONS SHALL HAVE WINDBORNE Whitmire Residence 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 MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED. DE " PLYWOOD SHEETS, CUT TO SIZE, LABELED & NUMBERED FOR EACH WINDOW FRAME, W 22.FIRE BLOCKING TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENT OF THE 2020 RCNYS, AND THE AMERICAN PROVIDE SCREW HOLES ® PRESCRIBED SPACING FOR EACH SHEET. / 96o Marratooka Road FOREST & PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL (WFCM FOR ONE AND TWO FAMILY DWELLINGS, 2 THESE SHEETS SHALL BE STORED IN AN ORDERLY FASHION ON SITE AT ALL TIMES. PROVIDE ALL MattituclC, 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 TO BE NAILED TO TOP PLATE FIRE BLOCKING 24. ALL FRAMING HARDWARE SHOWN ON THESE PLANS, UNLESS OTHERWISE INDICATED, IS SIMPSON STORNG-TIE. NO �+� SUBSTITUTIONS ARE APPROVED OR AUTHORIZED ARCHITECTURE CT DESIGN 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, 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 i9 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-TEE. NO SUBSTITUTIONS ARE APPROVED OR AUTHORIZED UNAUTHORIZED ALTERATION OF ANY ITEM ON DUE TO THE RELATIONSHIPS OF FRAMING HARDWARE TO THE OTHER COMPONENTS OF THE THIS DOCUMENT IS A VIOLATION OF NEW YORK ABBREVIATIONS&SYMBOLS STRUCTURE, ANY FRAMING HARDWARE SUBSTITUTIONS WILL RENDER THESE PLANS NULL & VOID, STATE LAW. ALUMINUM ALUM SINK SK AND WILL RESULT IN THE INSTALLER/ CONTRACTOR ASSUMING RESPONSIBILITY OF THE DESIGN BEARNG BRING TREAD T AND PERFORMANCE OF THE ENTIRE SYSTEM. JOB N0. CEILING JOIST CJ TYPICAL TYP CEILING CLING UNLESS OTHERWISE NOTED UON CLEAN OUT / CASED OPENING CO VERIFY IN FIELD VIF 2024-820 r CONTINUOUS CONT WASHER W COLLAR TIE CT WATER HEATER WH CONCRETE MASONRY UNIT CMU WELDED WIRE MESH WWM DATE DRYER D DIAMETER DIA 1.2.8.24 DECK JOIST DJ c DOWN ON DISH WASHER DW WALL TAG # ELEV � SR FRESH AIR INTAKE FAI # SHEET # DRAWN BY FINISHED FLOOR FF ® DOOR TAG FLOOR JOIST FJ FIRE RATED FIRSECTION # GALVANIZED GALV O WINDOW TAG n SHEET # GYPSUM WALL BOARD GWB SCALE HEIGHT HT Q, REVISION SDETAIL III HEET AS NOTED LAMINATED VENEER LUMBER LVL MANUFACTURED MFG'D NOT TO SCALE NTS ON CENTER O.C. POURED CONCRETE PC PRESSURE TREATED PRESERVATIVE PTP DRAWING TITLE Q• RISER R ROOF DRAIN RD REFRIGERATOR REF COVER ROOF RAFTER RR SUFFOLK COUNTY DEPARTMENT C-1 01 OF HEALTH SERVICES SCDHS SHOWER SH SHEET I TABLE 3.28 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 P sf. GROUND SNOW LOAD FOR WIND LOADS �,11►► I (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.2) (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.4) ROOF SPAN (FT.) 12 24 1 36 12 1 24 1 36 ARCHITECTURE+DESIGN,P.C. THREE SECOND GUST WIND SPEED (MPH.) 110 120 130 140 THREE SECOND GUST WIND SPEED (MPH.) 110 1 120 1 130 1 140 REQUIRED NUMBER OF 16d REQUIRED CAPACITY HEEL BRUNSWICK COUNTY IS IN 130 MPH FOR BASIC WIND 1/2" ANCHOR BOLTS 5/8" ANCHOR BOLTS ROOF SLOPE RAFTER SPACING (IN.) COMMON NAILS PER HEEL JOINT CONNECTION (LBS.) DESIGN PER FIGURE R301.2(4)- EAST OF HIGHWAY 17 STRUCTURAL SHEATHING JOINT E F E F E F E F WALL HEIGHT (FT.) 12 6 11 17 582 1164 1746 RAFTER/CEILING JOIST NUMBER OF 8d COMMON NAILS 10d BOX THREE SECOND GUST WIND SPEED (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 FOUNDATION ANCHOR BOLT FOUNDATION MINIMUM ANCHOR BOLT MINIMUM ANCHOR BOLT PLATE CONNECTION 24 11 22 33 1164 2328 3492 (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 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 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 1 6 12 6 12 6 12 6 12 8 1 4 1 5 5 5 24 7 14 20 698 1397 2095 24 1 6 1 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 1 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 MAXIMUM NUMBER OF 8d COMMON NAILS (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) PER SUPPORT SECTION 3.4.4.2 ANCHOR BOLT SHALL NOT EXCEED 6 FEET ON CENTER SPACING 12 3 4 6 194 388 582 lx6 OR 1x8 SHEATHING 12 - 24 2 2 2 2 (2) WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOE-NAILS IN THE 9:12 t6 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. lx10 OR LARGER 12 - 24 3 1 3 1 3 1 3 THAN 262 PLF, LATERAL CONNECTIONS SHALL BE DETERMINED USING THE LOADS FROM TABLE 3.5. 24 4 8 11 388 776 1164 (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 t6 3 4 6 194 388 582 TO A 2x6 TOP PLATE. 24 1 3 1 6 1 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 WALL OR RIDGE BEAM. G9.49 FOR FRAMING MEMBERS WITH 0.42 G<0.49 THE NAIL SPACING SHALL BE REDUCED TO 6" OC TABLE 3.2C SILL OR BOTTOM PLATE TO FOUNDATION CONNECTION (ANCHOR BOLT) (3) FOR EXTERIOR PANEL SIDING, GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED RESISTING UPLIFT LOADS FROM WIND - EXPOSURE B TABLE 3.413 UPLIFT STRAP CONNECTION REQUIREMENTS (3) WHEN INTERMEDIATE SUPPORT OF THE RAFTER IS PROVIDED BY VERTICAL STRUTS OR PURLINS TO A FOR COMMON NAILS LOADBEARING 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) REDUCED PROPORTIONATELY TO THE REDUCTION IN SPAN. 8' END ZONES INTERIOR ZONES THREE SECOND GUST WIND SPEED (MPH.) 110 120 130 140 (4) EQUIVALENT NAILING PATTERNS ARE REQUIRED FOR CEILING JOIST TO CEILING JOIST LAP SPICES. NUMBER OF 8d COMMON NAILS OR 10d BOX '5) TABULATED HEEL JOINT CONNECTION REQUIREMENTS DO NOT INCLUDE THE ADDITIONAL WEIGHT OF THE THREE SECOND GUST WIND SPEED (MPH.) 110 1 120 1 130 1 140 110 120 1 130 1 140 FRAMING SPACING ROOF SPAN (FT.) NAILS IN EACH END OF 1-1/4" 20 GAGE CEILING ASSEMBLY. STRAP (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 LOCATED AT THE BOTTOM OF THE AT11C 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 STRUCTURAL SHEATHING 28 2 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 2.00 RAFTER/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 SHALL NOT 36 3 3 4 3 1 / 3 1.50 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 12 6 12 6 12 6 12 6 12 16 2 3 3 3 1 / 5 1.25 16 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 24 6 12 6 12 6 12 6 12 28 3 4 5 4 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 NAILING 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. 24 6 6 6 6 6 6 6 6 ROOF /CEIUNG FRAMING 16 3 4 5 5 4 4 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 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 SIZE RAFTER/TRUSS MAXIMUM NUMBER OF 8d COMMON NAILS THREE SECOND GUST WIND SPEED (MPH.) 110 120 130 140 110 120 130 140 SPACING (IN. OC) PER SUPPORT CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) (SEE TABLE 3.9A) 2 - 16d 2 - 16d PER LAP 32 5 6 7 9 - l I CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) (SEE TABLE 3.9A) 3 - 8d 3 - 16d PER LAP 36 1 8 1 - NM13LR OF bd COMMON NAILS OR 10d 13UX 1x6 OR 1x8 SHEATHING 12 - 19.2 2 2 2 2 ROOF PITCH ROOF SPAN (FT.) NAILS IN EACH END OF 1-1/4" STRAP REQUIRED CAPACITY I COLLAR 11E TO (RAFTER (FACE-NAILED) (SEE TABLE 3.6A) 3 - 8d 3 - 10d PER TIE RIDGE CONNECTION 1x10 OR LARGER 12 - 19.2 3 3 1 3 1 3 _ I 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) 12 2 2 2 1 3 176 484 394 484 1 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 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 INTERSECTION (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 ISSUES REVISIONS STUD TO STUD (FACE NAILED) 2 - 16d 2 - 16d 24" O.C. HEADER T HEADER (FACE NAILED) 16d 16' O.C. ALONG EDGES 36 5 6 6 7 529 1452 1182 1452 (2) TABULATED 12" OC SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBER 12 2 2 2 2 312 382 312 382 WITH G>0.49 FOR FRAMING MEMBERS WITH 0.42 G<0.49, THE NAIL SPACING SHALL BE REDUCED TO 6" DESCRIPTION DATE No. TOP OR BOTTOM PLATE TO STUD (END-NAILED) (SEE TABLE 3.5A) 2 - 16d 2 - 40d 1 PER STUD TO PLATE, 16 2 2 2 2 416 510 416 510 OC BOTTOM PLATES TO FLOOR JOISTS, BANDJOIST, ENDJOIST, 10" WALL HEIGHT MAX ISSUED FOR FILING Tz/8/aoa4 of 2 - 16d (1,2) 2 - 16d (1,2) 20 2 3 2 3 520 637 520 637 OR BLOCKING (FACE NAILED) 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 G>0.49 FOR FRAMING MEMBERS WITH 0.42 G<0.49, THE NAIL SPACING SHALL BE REDUCED TO 4 FLOOR FRAMING 2$ 3 4 3 4 727 $92 727 892 OC JOINT DESCRIPTION NUMBER OF NAILS NUMBER OF BOX NAILS NAIL SPACING TABLE 3.5A TOP & BOTTOM PLATE TO STUD LATERAL CONNECTIONS FOR WIND LOADS - EXPOSURE B 32 4 4 4 4 831 1020 831 1020 JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4 - 8d 4 - 10d PER JOIST 36 4 5 4 5 935 1147 935 1147 (4) TABULATED 4" OC SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBER BRIDGING AND/CIR BLOCKING TO JOIST (TOE NAILED) 2 - 8d 2 - 16d EACH END 12 1 2 1 2 240 295 240 295 WITH G>0.49 FOR FRAMING MEMBERS WITH 0.42 G<0.49, THE NAIL SPACING SHALL BE REDUCED TO 3" BLOCKING TO JOIST (TOE NAILED) 2 - Bd 2 - 10d EACH END THREE SECOND GUST WIND SPEED (MPH.) 110 120 130 140 OC 16 2 2 2 2 320 393 320 393 BLOCKING TO SIIl OR TOP PLATE (TOE NAILED) 3 - 16d 4 - 16d EACH BLOCK REQUIRED NUMBER OF 16d COMMON 20 2 2 2 2 400 491 400 491 LEDGER STRIP TO BEAM (FACE-NAILED) 3 - 16d 4 - 16d EACH JOIST FRAMING SPACING ROOF SPAN (FT.) NAILS OR 40d BOX NAILS PER 5:12 24 2 3 2 3 480 589 480 589 ALL DRAWINGS. SPECIFICATIONS AND COPIES THEREOF FURNISHED BY GREENTREE JOIST ON LEDGER TO BEAM (TOE-NAILED) 3 - 8d 3 - 10d PER JOIST STUD TO PLATE CONNECTION TOP PLATE SPLICE REQUIREMENTS ARCHITECTURE AND HE AR (HEREIN KNOWN AS THE ARCHITECT) ARE AND REMAIN 28 3 3 3 3 560 68$ 560 688 THE PROPERTY OF 7H ARCHITECT. THEY ARE TO BE USED ONLY WI1H RESPECT TO THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT. SUBMISSION OR BAND/RIM JOIST TO JOIST (END-NAILED) 3 - 16d 4 - 16d PER JOIST $ 2 2 2 2 32 3 4 3 4 640 786 640 786 ONE STORY - SLAB ON GRADE DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN BAND/RIM JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2 - 16d (1) 3 - 16d PER FOOT F THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS. ROOF SHEATHING 12 2 2 2 2 12 1 2 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" COX 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 DIAGONAL BOARD SHEATHING 1"X10" OR WIDER CEILING SHEATHING 3 - 8d 3 - 10d PER SUPPORT 2 3 2 3 16 4 20 2 2 3 3 28 503 616 503 616 20 6 Whitmire Residence 8 2 2 2 2 32 3 3 3 3 575 704 575 704 JOINT DESCRIPTION NUMBER OF NAILS NUMBER OF BOX NAILS NAIL SPACING 24 6 96o Marratooka Road 10 2 2 2 2 36 3 4 3 4 647 792 647 792 GYPSUM WALL BOARD 5d COOLERS (3) 5d COOLERS 7" EDGE / 10" FIELD 28 7 Mattituck, NY WALL SHEATHING 12 2 2 2 3 12 1 1 1 1 201 245 201 245 16" 14 2 2 3 3 16 2 2 2 2 267 327 267 327 32 8 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 36 9 STRUCTURAL PANELS 5/8" CDX PLYWOOD 8d 10d (SEE TABLE 3.11) 18 2 3 3 4 7:12 - 12:12 24 2 2 2 2 401 490 401 490 40 11 GREENTREE 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 DIAGONAL BOARD SHEATHING 1"X6" OR 1"XB" 2 - 8d 2 - 10d PER SUPPORT 50 13 ARCHITECTURE &DESIGN g 2 2 2 2 32 3 3 3 3 535 654 535 654 DIAGONAL BOARD SHEATHING 1"X10" OR UNDER 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" 14 3 3 3 3 80 22 19 GREENTREE DRIVE STRUCTURAL PANELS 3/4' CDX PLYWOOD 1" OR LESS 8d 10d 6" EDGE / 12' FIELD 16 3 4 3 4 (1) TABULATED CONNECTION REQUIREMENTS ARE BASED ON TOTAL UPLIFT MINUS .6 OF ROOF ASSEMBLY DEAD LOAD (.6 x 10 PSI) OAKDALE,NY11769 STRUCTURAL PANELS GREATER THAN 1" 10d 16d 6" EDGE / 6' FIELD 18 3 4 3 4 (2) WHEN THE TABULATED NUMBER OF NAILS REQUIRED IN EACH END OF THE STRAP IS EQUAL TO 1 AND THE FRAMING IS ATTACHED IN TEL:(516)848-7439 DIAGONAL BOARD SHEATHING 1"X6" OR 1"X8" 2 - 8d 2 - 10d PER SUPPORT 20 4 4 4 4 ACCORDANCE 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 WIDER 3 - 8d 3 - 10d PER SUPPORT TWO STORY (3) WHEN 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 UNAUTHORIZED ALTERATION OF ANY ITEM ON (1) PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.5 11E NEED NOT EXCEED THE TABULATED NUMBER 8d NAILS IN A STEEL STRAP. MANUAL 2001 SBC HIGH WIND EDITION) (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, NAIUVG 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) TABULATED 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 TABULATED 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) TABULATED CONNECTIONS REQUIREMENTS SHALL BE PERMITTED TO BE MUL11PUED BY 0.70 FOR FRAMING NOT LOCATED WITHIN 8 FEET 16 3 JOB No. PER FOOT. OF BUILDING CORNERS 20 4 2024-820 RED ARc (3) CORROSION RESISTANT 11 GAGE R)OFING 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 �j\��,�.0 A SfPcn'r/�� ON 16 OC SPACING FOR RAFTER, JOISTS AND STUDS. 28 5 RIDGE STRAP SPACING (IN.) 12 16 19.2 1 24 1 48 1 72 32 6 12.8.24 9 "1 MULTIPLIER 1.00 1.33 1 1.60 1 2.00 1 4.00 1 6.00 36 7 DRAWN BY SR 031601 50 10 60 12 SCALE OF 70 14 80 16 DRAWING TITLE DWG No. WIND ST-i. ol NOTES I I I NAILING &STRAPPING AT EXTERIOR WINDOWS/DOOR HEADERS (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW EDITIONS) WALL STUD WALL STUD WALL STUD 2 X 4 CONTINIOUS BOTTOM PLATE BOTTOM PLATE LATERAL BRACING ®6" WOOD FRAME CONSTRUCTION MANUAL O C NAILING SCHEDULE 'B': ( ) 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. NOTATION SUBFLOOR SUBFLOOR BY SST. FASTEN WITH ROUGH A B C D E F 8-10DX1 1/2" NAILS. 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 6'-0' 6 (2) 2x4 OR (1) 2x8 3 3 3 3 SILL PLATE SILL PLATE ANCHOR BOLT 8'-0' 8 (2) 2x4 OR (1) 2x8 3 3 3 3 STEEL STRAP EMEDDED STEEL STRAP LAPPED 10'-0' 10 (2) 2x6 4 4 4 4 INTO CONCRETE, HETA40 UNDER SILL PLATE, HETA40 BY SST. FASTEN WITH BY SST. FASTEN WITH 12'-0" 12 (2) 2x6 5 5 5 5 8-10DX1 1/2" NAILS. 8-10DX1 1/2' NAILS. 5d COOLERS NAILS GABLE END NOTATIONS : 0 10" O.C. RAFTER TO FRAMING (A) NUMBER OF Bd NAILS AT EACH END OF STRAPPINGS 2 X 4 BLOCK NAILED USE MODEL H2.5 BY"SIMPSON" 5-8d NAILS TO RAFTERS H2.5 TO EACH BRACE W/ 5-8d NAILS TO PLATES 4-10d NAILS (B) NUMBER OF SILL STUDS ON THE FLAT 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 STUDS AT EACH SIDE OF HEADER 5d COOLERS NAILS 20 GAGE STE W/STRONG—DRIVE SO 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 3.1A—E). WHEN TABLE 3.3B IS USED, A MINIMUM OF 1-1/4"x20 GAGE 0 7" O.C. 5—SD9112 TO RAFTER (D) NUMBER OF 16t1 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 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 0- 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 ATTIC RIDGE—PLATFORM FRAMING ONLY D A A op ANCHOR BOLTS AND WASHERS AS REQUIRED—EMBEDD 7" IN POURED CONCRETE B SECOND FLOOR AND 15" IN CMU E ANCHOR BOLTS AND WASHERS AS CS20 REQUIRED—SEE CHART ON C\ ST-2 F BLOCKING 2 BAYS ACQ TREATED ol LTP4 BACK ®4'-0" O.C. C\j �? SILL PLATE r0U ON WALL STUD TO STUD USE MODEL CS20 BY"SIMPSON" FIRST FLOOR 3-8d NAILS ® EACH END OF STRAP BAND JOIST TO TOP PLATE USE MODEL LTP4 BY"SIMPSON" ALL STRAPPING AT 16" O.C. ` `;' ' I • 'i i ' fr BLOCKING 2 BAYS A/// BACK 0 4'-0" O.C. gyy 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 ROD EMBEDDED 00 2-16d COMMON NAILS AT ISSUED FOR FILING 12/8/2024 of 12-1/2' INTO CONCRETE W/ 6" O.C. FOR FULL LENGTH "SIMPSON' ET (HIGH STRENGTH OF STUD ° EPDXY ADHESIVE) •o ° ° CS20 0 CS20 COIL STRAP AT EVERY ROOF RAPIER ROOF RAFTER PROVIDE SDIJD CS20 (SEE ROOF PLAN) BLOCKING AT ENDWALL I I I LTP4 ALL DRAWINGS, SPEcincATIoNS 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 OF THE ARCHITECT. THEY ARE TO BE USED ONLY PITH RESPECT To THIS STUD TO BAND JOIST PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT. SUBMISSION OR 1/2" THU—BOLTS WITH NUT AND J-� DISTRIBUTION To MEET OMCIAL REGULATORY REOUIREMENTS OR FOR OTHER PURPOSES IN WOSHERS (2 MIN. EACH JOIST) J USE MODEL CS20 BY"SIMPSON" CONNECTION i WECTs E PROJECT T I NOT TYRTo BE BEHER AS PUBLICATION ICATIORIGHTS IN DEROGATION RIDGE SEE FRAMING 3-10d NAILS 0 EACH END OF STRAP LTP4 OF PLANS BAND JOIST TO CCA SILL PLATE RIDGE SEE FRAMING USE MODEL LTP4 BY "SIMPSON" Proposed Addition to Residence PLANS O O ALL STRAPPING AT 16" O.C. TOP PLATES TO S111D USE MODEL SP6 (FOR 2 X 6 STUD SIMPSON SKEWABLE 'U' HANGER WALL) BY-SIMPSON' LSSU COIL STRAPS MAY BE USED Whitmire Residence 6-10d NAILS TO STUDS HANGER SIZE TO MATCH DEPTH OVER SHEATHING. USE MODEL SP4 (f-OR 2 X 4 STUD SP6 OF LUMBER 96o Marratooka Road WALL) BY 'SIMPSON- 12" MIN. Mattituck, NY 6-10d NAILS TO STUDS GREENTREE TOP PLATE TO STUD HIP RAFTER DETAILS COIL STRAP & COLLAR TIES CORNER HOLD-DOWN BAND J ITT ILL PLATE ARCHITECTURE &DESIGN 8 9 10 1 1 12 O S O S i9 GREENTREE DRIVE Minimum two-ply OAKDALE,NY 11769 Minimum four-ply truss for quantity TEL:(516)848-7439 %" THREADED ROD EMAIL: reentreead mail.com truss for quantity of two applications GRADE A307 OR g @g of two applications that are offset BETTER W/ WASHER that are not offset AND NUT UNAUTHORIZED ALTERATION OF ANY ITEM ON 1 Note: $tu to—plat onnections THIS DOCUMENT IS A VIOLATION OF NEW YORK FSC are required to compefee 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. • -820 ��FtED ARC DATE ���`��t A. $fofy�JCn 12.8.24 I j �9 DRAWN BY 1' Min. SR TOP PLATES TO ST 1L,Q. Holdown FSC Lower wall ��'9 031601 O USE MODEL H6 (FOR 2 X 6 STUD offset to top plate WALL) BY'SIMPSON- — prevent Strong-Drive® splice shown SCALE OF 8-10d NAILS TO STUDS SIDS screw 4" Min. AS NOTED 8-10d NAILS TO TOP PLATE ° interference AS View of Corner HIS interference W THREADED ROD Conditions with Double SDWF (Single SDWF similar) GRADE A307 OR HTT5 BETTER W/ WASHER DRAWING TITLE DWG No. TOP PLATE TO STUD FLOOR TO FLOOR HOLD-DOWN FLOOR SPAN CONNECTOR FLOOR TO FLOOR SCREW FLOOR TO FLOOR SCREW STRAPPING ST-I. 02 13 14 15 16 17 DETAILS I INSTALL 1" RIGID INSULATION CUT TO FIT BETWEEN THE RAFTERS. FOAM SEAL BOTH SIDES ALONG RAFTER WITH / / INTERIOR CHASE WALLS EXPANDING FOAM SEALANT. PIPE PENETRATION / ARCHITECTUREIIE+DESIGN`,P.C. MAINTAIN EQUAL VENT SPACE / EXPANDING FOAMAT FOR LENGTH OF RIGID INSULATION VENTED AIRSPACE 1/2" GYPSUM BOARD PERIMETER OF PIPE / THIN—PROFILE SHEATHING / AT11C INSULATION 1 x4 BLOCKING Olz CLOSURE AT EXTERIOR WALL / CONTINUOUS BEAD CONTINUOUS BEAD OF S OF SEALANT INSULATED EXTERIOR WALL PROVIDE INTERIOR SHEATHING AT CEILING GYPSUM BOARD EXTERIOR WALL AND CEILING EXTERIOR WALL SHEATHING PRIOR TO SOFFIT ASSEMBLY LADDER BLOCKING AS AIR BARRIER CONTINUOUS BEAD EXTERIOR INSULATED WALL CONTINUOUS BEAD OF SEALANT OF SEALANT 1/2" SHEATHING AND OF NTjj HOUSE WRAP ( CONTINUOUS BEAD EXTERIOR INSULATED WALL WOOD FRAME SOFFIT OF SEALANT ASSEMBLY INSTALL 1" RIGID INSULATION --INTERIOR VERTICALLY TO CONNECT INSULATING CABINETR CONTINUOUS MINIMAL SHEATHING TO RIGID INSULATION BAFFLE FOAM SEAL BOTH JOINTS EXPANDING FOAM AT WINDOW PERIMETER DARK LINE ILLUSTRATES CONTINUITY OF AIR BARRIER AT WALL SECTION WINDOW UNIT AS AIR BARRIER CEMENT BACKER BOARD TUB SURROUND FINISH EXPANDING FOAM SEALANT TUB UN CONTINUOUS MINIMAL ROOF SKYLIgiT � MANUFACTURED RECESSED LIGHT ENCLOSURE —ROOF RAFTER ATTIC INSULATION TUB SURROU EXPANDING FOAM AT ME FLOOR RIGID INSULATION A1TIC JOISTS (BE ONO --- WINDOW PERIMETER ASSEMBLY R-VALUE/THICKNESS PER CLIMATE CONTINUOUS PE'AQ OF CONTINUOUS BEAD OF SEALANT SEALANT CONTINUOUS BEAD HVAC DUCT EXPANDING FOAM SEALANT STUD CAVITYCAT TUB PROVIDEOF SEALANT AT EXTERIOR WALL PAINT COATING OVER GYP WOOD FRAME SOFFIT CONTINUOUS BEAD INSULATED EXTERIOR ASSEMBLY OF SEALANT AS AIR BARRIER STUD WALL CONTINUOUS BEAD THIN—PROFILE WALL OF ADHESIVE PROVIDE INTERIOR SHEATHING SHEATHING AT EXTERIOR WALL PRIOR CONTINUOUS BEAD F CONTINUOUS BEAD TO SOFFIT ASSEMBLY SEALANT EXPANDING FOAM SEALANT AT PERIMETER OF SEALANT CONTINUOUS BEAD OF SEALANT -- CONTINUOUS BEAD DRYWALL CEILING EXPANDING FOA OF SEALANT RECESSED LIGHTING FIXTURE WOOD FRAME FLOOR ASSEMBH' CONTINUOUS BEAD OF SEALANT I DEC CONTINUOUS BEAD OF SEALANT ELECTRICAL WIRE INTERIOR VERTICAL CONTINUOUS BEAD ISSUES / REVISIONS ATTIC INSULATION CHASE OF SEALANT DESCRIPTION DATE No. TOP PLATE PLUMBING PIPE PROVIDE INTERIOR SHEATHING ISSUED FOR FILING 12/8/2024 01 _ WOOD FRAMING AT EXTERIOR WALL PRIOR EXPANDING FOAM SEALANT TOP PLATE SHEATH INTERIOR OF TO INTERIOR WALL CONTINUOUS MINIMAL ATTIC ACCESS TO ASSEMBLY EXPANDING FOAM AT EXPANDING FOAM +l" OF INSULATION LI WINDOW PERIMETER WALL STUD SEALANT 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 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 LADDER BLOCKING AS REQUIRED CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION INSULATED EXTERIOR WALL OF THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS 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 PIPE PENETRATION CONTINUOUS BEAD GREENTREE THROUGH ROOF OF ADHESIVE ARCHITECTURE &DESIGN PROVIDE BLOCKING AT MELIBRANE FLASHING COLLAR, METAL FLASHING COLLAR STUD CAVITY AT SHOWER OVERLAP COLLAR ONTO LOWER OVER MEMBRANE FLASHING CONTINUOUS BEAD /—AT EXTERIOR WALL LAYER OF ROOF MEMBRANE COLLA&OVERLAP COLLAR OF SEALANT ONTO LOWER LAYER of CONTINUOUS BEAD OF ROOF SHINGLES SEALANT F SEALANT LOWER LAYER OF ASPHALT i9 GREENTREE DRIVE CONTINUOUS BEAD RooF OAKDALE,NY 11769 CONTINUOUS BEAD OF ADHESIVE CONTINUOUS BEAD ADHERED R�MMIEMB�RANE . INTERIOR WOOD FRAMED WALL UPPER LAYER�ASPHALT TEL:(516)848-7439 OF SEALANT �— \ ROOF SHINGLES EMAIL:greentreead@gmail.com 1/2" GYPSUM BOARD � \� � �� �� � ` UPPER LAYER OF FUl1Y- T1LE SURROUND FINISH 1x6 BLOCKING — ` ` �� ` \ CULT MEMBRERED ANE AROU DNS FLOOR STRUCTURE � PIPE PENETRATION AND UNAUTHORIZED ALTERATION OF ANY ITEM ON \_LCEMENT BACKER BOARD ASSEMBLY =` � ` LAP OVER MEMBRANE INSULATED EXTERIOR i ` �� ` ` calm STATE LAW. j � � � HIS DOCUMENT IS A VIOLATION OF NEW YORK STUD WALL THIN—PROFILE WALL ` PLYWOOD SHEATHING CONTINUOUS BEAD WITH H-PPE PENETRATION PLYWOOD CONTINUOUS BEAD SHEATHING OF SEALANT INSULATED EXTERIOR WALL ` JOB No. EXTERIOR WALL SHEATHING P ��CYA n OF SEALANT OLNUATE 2024-820 q-�Clu���� INSUU7ING SHEATHING IN 4 CONTINUOUS BEAD ROD ANo URETHANE SEALANT 3 LAYERS(1.5',2',te), BRED A,TC,�, MANUFACTURED INTERIOR OF GYPSUMWALLBOARD am CELL FOAM BAG(EIL DATE AT PIPE FERIMM JOINTS STAGGERED CONTINUOUS SILL SEALER A. S coNRNuous FULLY- — FULL WIDTH OF MUDSILL O E` SHOWER PA AS AIR BARRIER ROD AND URETHANE SEALANT ADHERED AIR BARRIER 12.8.24 �, q AT PIPE PERIMETER MEMBRANE OVER r r (AIR DER) PLYWOOD FOUNDATION WALL AS r PLYWOOD WITH H-cups AIR BARRIER DRAWN BY EXPANDING FOAM ROOF RAFTER SR ~FLOOR AS EMBLY OD FRAMECONCRETE SLAB AS �� 031601 o AIR BARRIER SCALE '9I�or- AS NOTED n n DRAWING TITLE DWG No. AIR SEALANT . .a ST-1. 03 DETAILS 2 2 A2.01 A2.01 81-0. 11-8. ARCHITECTURE+ DESIGN, P.C. 3--2- 3' 20 LINE OF STAIRS ABOVE NEW 4x4ACQ TREATED RIM (TYP.)(2) 2X8 POST WITH PB44 COLUMN BASE BY SIMPSON STRONG A ACCESS PANEL WITH FNEW 27C FJ 0 16" O.C. VENT TO OUTSIDE L-�:;­'! 4 TIE. TIE TO NEW 14"0 CONC. C:) b FULL HEIGHT SONOTUBE FOOTING MIN. 36" 1.0 CRAWLS NEW 4" to PACE BELOW GRADE (TYP ALL) (OVER SLAB) SLAB 81 TYP FOOTING -0. _-,—FREESTANDING DECK PROVIDE 12" THICK X 20" WIDE CONCRETE X DO NOT FASTEN TO FOOTINGS WITH (2) #4 BARS CONTINUOUS 00 C14 STRUCTURE (TYPICAL ALL) TYP FOUNDATION 6" STUD AT REAR OF SERVICE PUMP ROOM FOR BATHROOM EJECTOR NEW 2X8" FJ 0 16' D.C. PROVIDE 8" WIDE 3000 PSI SHOWER AREA. PUMP PUMP. WIDTH 46" OR AS ROOM lb REQUIRED BY CONCRETE FOUNDA11ON WALLS W/ 14 BARS 16" VERTICAL AND 18" 2 STEEL STUD OVER MANUFACTURER -9- NEW 4' HORIZONTAL O.C. HEIGHT TO SLAB 26§� 3' B] EXISTING CMU. NEW N :.. 1� : //---EXISTING UTILITIES TO REMAIN, NEW P.C. SLAB 8'-0' TO MATCH EXISTING INTERIOR DRYWALL BATHROOM •CD HEIGHT. FASTENED TO STEEL zi • SERVICE CLOSET TO HAVE TYPE STUD. E.F. 'X' DRYWALL WALLS AND CEILING LO L i LINE OF OVERHANG 2668 ABOVE <C3 NEW 44 ACQ TREATED POST WITH PB44 COLUMN SERVICE BASE BY SIMPSON STRONG ELECTRIC lb TIE. TIE TO NEW 14"0 CONC. -1 CLOSET SERVICE 2668 (2) 2X8' RIM (TYP.) SONOTUBE FOOTING MIN. 36' EXISTING CMU ?9 1 BELOW GRADE (TYP ALL FOUNDATION TO REMAIN NEW SLAB 7 1.- 2X8" FJ 0 16' D.C. 61r—fl lb V) co FREESTANDING DECK 4" CONCRETE SLAB 3000 PSI 0 28 1 >< >< )0 DO NOT FASTEN TO W R 6 DAYS. USE 6"x6"x1.4 INWF OVER 00 STRUCTURE mil VAPOR BARRIER. PROVIDE 4' NEW 4"dia. PIPE COLUMN PROVIDE W SLABS BS WITH 242412" DEEP GRAVEL BASE. TYP ALL NEW SLABS 7'-4- 1/ CONCRETE FOOTING ------ GYM AREA i[If TO CRA I 2R EXISTING BLOCK WALL EXISTING UP FOUNDATION TO REMAIN P.C. SLAB NEW PIPE S-0- UNDISTURBED EXISTING BLOCK WALL COL EXISTING STAIR TO LINE OF EXISTING DECK FOUNDATION TO REMAIN I r-I- NDISTURBED LINE OF EXISTING DECK CRAWLSPACE U ABOVE EXISTING 2X8" FJ 0 16" O.C. zz� C3 ABOVE CD 0 EXIST PIPE COL TO d — — -L- — I — -CD EXISTING BLOCK WALL 110 \ P=--i b F FOUNDATION TO REMAIN REMAIN UNDISTURBED LO (n EXISTING (3) 2X8' o C14 MAIN-GIR Of E) >< NEW CMU EXTERIOR WALLS E) Lu cli M ON NEW P.C. FOUNDATION (If CD �M CD WALL r-- Cn (n 5R >< DECK POST TO BE U-1 NEW CMU TO BE ic-D &R UR TO LANDING EXISTING ANCHORED TO NEW TOOTHED-INTO -1 "LANDING 4'-9- EXISTING CMU CONTRACTOR P.C. SLAB FOUNDATION EXISTING CMU. ALL rl) TO GROUT ALL WALLS TO BE GROUTED zPOSSIBLE HVAC LOCATION CMU SOLID NEW POURED ELECTRICAL 2 J" STEEL STUD OVER SOLID. SERVING BM & 1ST FL-7 CONCRETE BELOW HEADER SUB PANEL- NEW PIPE U21 NEW CMU. NEW INTERIOR FOUNDATION 4" WATER DRYWALL FASTENED TO COL ABOVE GRADE AT NEW 4*dia. PIPE COLUMN STEEL STUD. ...... EXTENDED BASEMENT. ERVICE--�, WITH 24x24xl2* DEEP CL. (SEE TYP FOOTING Ln Ir- E I AND FOUNDATION CONCRETE FOOTING LINE OF SOFFIT -1 2068 LNDRY C�4 co F ALIGN ABOVE NOTE) IN, �.% E I EIR ETR NEW EXTERIOR DOOR WITH Elf Lul ETR ETR .0 SLA 10 SADDLE. DROP TOP OF LINE OF 206E FOUNDATION WALL 4" zHEADER FOR NEW DOOR 3068 PLAY ROOM >< uj Ln C3 3068 ABOVE NEW rx2" WIDE RELOCATED 00 STEEL LINTEL NEW 4" >< hEW 2X8' RR 0 16" O.C. 5-3- 00 ABOVE TOP WASHER/DRYER. P.C. SLAB CD EXISTING CMU COURSE CMU PITCH PER FOOT OUT I I CONTRACTOR TO PROVIDE NEW DRYER VENTING AS 5 2 0,2, FOUNDATION AND P.C. -U4 (n I z— I NEW SS X FOOTING TO REMAIN PER RCNYS .:, �w w THREADED ROD TO BE EXISTING BLOCK WALL ST CONTRACTOR FOUNDATION TO REMAIN -lVi LO INSTALLED INTO 1\�-Ol S-6 20'-21" FO I EXISTING TO GROUT ALL XISTING UNDISTURBED FOUNDATION. CMU SOLID NDAT10 N. BELOW HEADER NEW #5 REBAR ANCHORED INTO NEW FOUNDATION AT 16" D.C. ETR ETR NEW FOOTING DEPTH TOT17O �*6EDMENT ISSUES REVISIONS MATCH EXISTING. FOOTING TO BEAR ON DESCRIPTION DATE No. UNDISTURBED SOIL. ISSUED FOR FILING 12/8/2024 01 rTN PROPOSED FOUNDATION PLAN PROPOSED BASEMENT PLAN IZ .01 SCALE: 1/4" -0" A1.01 Qv SCALE: 1/4" = 1'-0" ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY GREENTREE ARCHITECTURE AND DESIGN (HEREIN KNOW AS THE ARCHITECT) ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THEY ARE TO BE USED ONLY PATH RESPECT TO THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT. SUBMISSION OR DISTR BUT!ON TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN IE CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS. NOTES: @ 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. WITH BATTERY BACK-UP PER 2010 RCNYS R313.4.3 O 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. Mattituck, NY (D NEW JUNCTION BOX FOR NEW LIGHT/FAN FIXTURE VIEXTERIOR WALL COTRUCON: YL SIDING OVER 'NSTYVEK'TI HOUSEWRAP OVER 1/2' PLYWOOD SHEATHING. 2X6* WOOD STUDS 16" D.C. WITH R-21 BATT INSULATION. 1/2' GYPSUM GREENTREE ALL POURED CONCRETE WALLS, FOOTINGS, PIERS AND GRADE BEAMS SHALL BE 3,000 PSI POURED BOARD (INSIDE) TAPED AND SPACKLED ARCHITECTURE FT DESIGN 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. EXTERIOR STUDS TO REMAIN. INTERIOR DRYWALL AND FINISHINGS TO BE FOUNDATION DRAINAGE TO COMPLY WITH SECTION R405 OF THE 2010 RCNYS. FOUNDATION REMOVED, NEW R-15 BATT INSULATION W/)f GYP. BD. ig GREENTREE DRIVE WATERPROOFING AND DAMP-PROOFING TO COMPLY WITH SECTION R406 OF THE 2010 RCNYS. ME== NEW INTERIOR WALLS TO BE 2x4 WOOD STUD 16" D.C. W/r GYP. BD. OAKDALE,NY 11769 ON EACH SIDE. UNLESS OTHERWISE NOTED. TEL:(516) 848-7439 EMAIL:greentreead@gmail.com NEW INTERIOR PLUMBING WALLS TO BE 2x6 WOOD STUD 16* D.C. W/) GYP. BD. ON EACH SIDE. UNLESS OTHERWISE NOTED. FOUNDATION NOTIES: UNAUTHORIZED ALTERATION OF ANY ITEM ON PROVIDE NEW PRE-HUNG MASONITE DOORS W/PAINTED FINISH AND THIS DOCUMENT IS A VIOLATION OF NEW YORK 1. BOTTOM OF FOOTINGS, AND SLABS SHALL BEAR ON SOIL EITHER COMPACTED FILL OR STANDARD HARDWARE. G.C. TO COORDINATE WALL THICKNESS. UNDISTURBED SOIL OF 95% PROCTER DENSITY. ALL BOTTOM OF FOOTINGS SHALL BEAR ON NUMBERS DENOTE DOOR SIZE IN INCHES. STATE LAW. SOIL, UNDISTURBED HAVING A MINIMUM BEARING CAPACITY OF (2) TWO TONS PSF. N INDICATES PARALAM POSTS-DOWN.SEE PLAN FOR JOB No. SIZES. 2. BOTTOM OF ALL. FOOTINGS SHALL BE MINIMUM OF 3'-6" BELOW ADJACENT GRADE. STEP M INDICATES PARALAM POST UP 2024-820 FOOTINGS SHALL BE STEPPED A 2'-0" HORIZONTAL: l'-O" VERTICAL BM SIZE AS INDICATED A,,?C, �rgl- A INDICATES CENTER OF STRUCTURAL BEAM DATE S 1\ 3. ALL CONCRETE SLABS ON GRADE SHALL BE 4" THICK WITH A 12" PERIMETER. A. 12.8.24 4. ALL BACKFILL MATERIAL SHALL BE OF SAME TYPE OF SOIL AS REMOVED DURING EXCAVATION. 2X10-16' D.C. 5. ALL CONCRETE TO BE A MIN. 3,000 PSI AFTER 28 DAYS MINIMUM. CEILING JOISTS- 10'-7" AFF DRAWN BY 6. ALL REBAR ASTM A-615 GRADE 60 INDICATES FLOOR JOIST,DECJ JOIST,CEILING JOIST,ROOF RAFTER. SR 7. FOOTINGS ARE 'TO BE INSTALLED ON UNDISTURBED VIRGIN SOIL. THE BOTTOM OF ALL FOOTINGS P.T.=PRESSURE TREATED,ACID 031601 ARE TO BE INSTALLED A MINIMUM OF 3' BELOW GRADE UNLESS OTHERWISE NOTED. ABBREVIATIONS: SCALE 8. ALL SNAP OFF FORM TIES ARE 10 BE REMOVED AND REMAINING OPENINGS ARE TO BE SEALED. AS NOTED 9. FOUNDATION DRAINAGE TO COMPLY WITH SECTION R405 OF THE 2010 RCNYS. V.I.F. VERIFY IN FIELD P.C. POURED CONCRETE CL 10. FOUNDATION WATERPROOFING AND DAMP-PROOFING TO COMPLY WITH SECTION R406 OF THE CENTERLINE P.T. PRESSURE TREATED O.C.C. ON CENTER HDR. HEADER DRAWING TITLE DWG No. 2010 RCNYS. C.J. CEILING JOIST U.O.N. UNLESS OTHERWISE NOTED F.J. FLOORJOIST LVL LAMINATED VENEER LUMBER -NUNDATION A-i. oi D.J. DECK JOIST H.H. HEADER HEIGHT PU R.R. ROOF RAFTER F.F. FIRST FLOOR SLAB MC MEDICINE CABINET PNTD. PAINTED DF DOUGLAS FUR PLANS 2 2 A2.01 A2.01 16'-0" 81-0" Dd WINDOW ARCHITECTURE+ RESIGN, P.C. I I I I Lu MUDROOM " I I I I o� 1 ( 4RIDN 0 I N<r in o IPA01 I Co 3068 I I I „ I I I NEW WALL CONSTRUCTION: NEW WINDOW NEW WINDOW NEW WALL CONSTRUCTION: 0 VINYL SIDING AS SELECTED BY OWNER VINYL SIDING AS SELECTED BY OWNER OVER 1" RIGID INSULATION OVER X CDX 6" 15-0" 6' OVER 1" RIGID INSULATION OVER Xz" CDX PLYWOOD. 2X6 WOOD FRAMING- 16" O.C. PLYWOOD. 2X6 WOOD FRAMING- 16" O.C. R-21 BATT INSULATION. )" GYPSUM R-21 BATT INSULATION. )�" GYPSUM .n BOARD SHEATHING INSIDE, TAPED AND BOARD SHEATHING INSIDE, TAPED AND 7 SPACKLED. 3 3 SPACKLED. �' KITCHEN Z Z (RENOVATION) BEDROOM #3 �I" EXISTING WOOD STUDS TO REMAIN. NEW FURRING INSTALLED FOR A FLUSH -- ~ ASSEMBLY WITH THE NEW 6" STUDS. 0 o NEW STAIRS DOWN R-13 BATT INSULATION INSTALLED IN __ _--_____= TO PATIO EXISTING CAVITY. NEW INTERIOR ISLAND `i I DRYWALL, TAPED AND SPACKLED TO FINISH. 14'-0" 5-0" 5-111" 3'46 EXISTING ( 2' 10" 7'-5" 2 NEW 6'-0" SLIDING DOOR I 2068 NEW WINDOW "-9" 2068 o CL _ CL CL uc�) "., 3,-9" 91-9. 2668 2068 O 3,-Oj" 5,-51" 3'_p" M o 2668 ® � 2068 zssB Bit ® " BATH 0 Z CL � o M O J 2068 `" o � I 2668 0 CL "' DINING ROOMP� -1 01 n t EXISTING SCREENED DECK a Z o o PRIMARY 2668 TO REMAIN Z z g o N BATH sss — N Lu y � I Z:j T� CONTRACTOR TO REMOVE 0 LO DECK, FJ S AND BEAM TO o a MILLWORK AS 1 BEDROOM #2 Cn ACCESS ROOF AREA oIn I 1' SELECTED BY 2'-8" BELOW. 2M POP D R OWNER NEW SINGLE-PLY ROOF Z RM MEMBRANE WITH ALL o RELATED FLASHINGS TO 24" POCKET N 6'-6" 131-8" BE INSTALLED OVER INSULATION BOARD, OVER uj DOOR " W I•C EXTERIOR GRADE PLYWOOD. w BATH WIN DOUBLE WINDOW LO �p`o� DOUBLE WINDOW EXISTING ONCE COMPLETE, DECK IS Z 5'-0 " SLOPE TO BE RETURNED TO ITS LIVING ROOM ORIGINAL CONDITION. PRIMARY BEDROOM EXISTING WOOD STUDS TO REMAIN. NEW R-13 BATT INSULATION INSTALLED IN EXISTING CAVITY. NEW INTERIOR ``' w DRYWALL, TAPED AND SPACKLED TO 1 1 FINISH. �I C 5 � .UJI t :, A2.01 A2.01 NEW TRIPLE WINDOW NEW TRIPLE WINDOW ISSUES / REVISIONS DESCRIPTION DATE No. ISSUED FOR FILING 12/8/2024 Ol 1 PROPOSED FIRST FLOOR PLAN ,_. 2 PROPOSED SECOND FLOOR PLAN �.O SCALE: 1/4" = l'-O" A1.02 SCALE: 1/4" = l'-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 15 NOT TO BE CONSTRUED AS PUBLICATION 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-HIRED TO ELEC. WITH BATTERY BACK-UP PER 2010 RCNYS R313.4.3 g6o 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 20" AND A CLEAR OPENABLE HEIGHT OF 24" PER 2020 RCNYS SECTION R310. 0 NEW JUNCTION BOX FOR NEW LIMT/FAN FIXTURE GREENTREE ® EXTERIOR CONSTRUCTION: ARCHITECTURE &DESIGN VINYL SIDINGNG OVER 'TYVEK' HOUSEWRAP OVER 1/2" PLYWOOD SHEATHING. 2X6" WOOD STUDS 16" O.C. NTH R-21 BATT INSULATION. 1/2' GYPSUM BOARD (INSIDE) TAPED AND SPACKLED 0 EXISTING WALL TO REMAIN i9 GREENTREE DRIVE EXTERIOR STUDS TO REMAIN. INTERIOR DRYWALL AND FINISHINGS TO BE OAKDALE,NY 11769 REMOVED, NEW R-15 BATT INSULATION W/X" GYP. BD. TEL:(516)848-7439 EMAIL:greentreead@gmail.com NEW INTERIOR WALLS TO BE 2x4 WOOD STUD 16" O.C. W/lf" 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. JOB NO. NUMBERS DENOTE DOOR SIZE IN INCHES. ® INDICATES PARALAM POSTS-DOWN.SEE PLAN FOR 2024-820 RED ARCy SIZES. \C.� `( A. S ® INDICATES PARALAM POST UP DATE �!9 t�0 BM SIZE AS INDICATED 12.8.24 r r1 INDICATES CENTER OF STRUCTURAL BEAM DRAWN BY 2X10-16. O.C. SR �jq 031601 CEILING JOISTS- 10'-7" AFF y INDICATES FLOOR JOIST,DECJ JOIST,CEILING JOIST,ROOF SCALE OF N RAFTER. P.T.=PRESSURE TREATED,ACID AS NOTED ABBREVIATIONS: V.I.F. VERIFY IN FIELD P.C. POURED CONCRETE DRAWING TITLE DWG No. CL CENTERLINE P.T. PRESSURE TREATED O.C. ON CENTER HDR. HEADER FLOOR C.J. CEILING JOIST U.O.N. UNLESS OTHERWISE NOTED Q ��. O� F.J. FLOOR JOIST LVL LAMINATED VENEER LUMBER 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 '00 -- ARCHITECTURE+DESIGN, P.C. 2 A2.01 �� U FULL ICE AND WATER o SHIELD AT LOW SLOPE cv ^ p I ROOF AREA (3:12) o co cn w LINE OF WALL BELOW z � z ROOF CONSTRUCTION X w NEW 40 YR ARCHITECTURAL NEW `�I o NEW ASPHALT ROOFING SHINGLES TO SLOPE w ;j ry SLOPE I MATCH EXISTING OVER 30# FELT Z PAPER. %7 MIN. PLYWOOD I SHEATHING. PROVIDE ICE AND NEW 2x8 RR NEW 2x8 RR WATER SHIELD AT ALL VALLEYS 16" O.C. © 16" O.C. AND PERIMETER PER RCNYS AND MFG. NEW ALUMINUM GUTTERS TIED TO NEW DRYWELL COLOR AS POST DOWN TO SELECTED BY OWNER. / I SUPPORT NEW RIDGE SISTER NEW ROOF RAFTERS TO EXISTING EXISTING EXISTING SLOPE SLOPE - - - - - - - - � " L_LJ z0 o L u EXISTING SLOPE EXISTING EXISTING SLOPE SLOPE 1 ISSUES / REVISIONS DESCRIPTION DATE No. — � ISSUED FOR FILING 12/8/2024 01 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. Proposed Addition to Residence 1 PROPOSED ROOF PLAN ,_ , ,__ Whitmire Residence A1 SCALE: 1/4" �'-o" FRAMING NOTES: 9 - �` 6o Marratooka Road .03 _ 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 11769 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 ED ARC 5. STUD TO DOUBLE PLATE: DATE ���Gott A' SFp�y�j� PROVIDE TWO H2-5A TWISTED STRAPS @ EACH STUD; AS MANUFACTURED BY 12.8.24 9 SIMPSON STRONG TIE. DRAWN BY * _ 6. RAFTERS TO DOUBLE PLATE: SR J'], 0s1 sot PROVIDE H2.5 TWISTED STRAPS (2) EACH RAFTER AS MANUFACTERED BY SIMPSON STRONG TIE. SCALE OF NE`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-l. o3 PLAN NEW CONSTRUCTION EXISTING SHINGLE ROOF CONSTRUCTION GUT RENOVATION OF INTERIOR: NEW 40 YR ARCHITECTURAL ASPHALT /- REMOVE INTERIOR DRYWALL ROOFING SHINGLES TO MATCH EXISTING OVER �J- EXISTING STUDS TO REMAIN SPRAY FOAM ROOF RAFTERS 30# FELT PAPER. I" MIN. PLYWOOD I �P, 6c - 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 I AND MFG. DECK LIVING ROOM TO MIN R-49 INSULATE 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 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 GABLE END WINDOW HEADER AT EXTENSION -REINSTALL EXISTING LEDGER BOARD WITH 6'-8" SIMPSON DECK TENSION TIE DTT2-SS NEW ( 2x8 COLLAR TIES AT NEW TPO ROOF MEMBRANE OVER -INSTALL NEW KICK-OUT FLASHING BELOW CONNECTION OLD TO NEW TOO COVER BOARD. PITCH J" PER LEDGER, ABOVE NEW ROOF MEMBRANE. 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 2x8 0 16" ox. SILL HEIGHT OF NEW WINDOW d J G• EXIST NOT LESS THAN 24" AFF NEW ANCHOR BOLT TO BE 8x8 HEADER = v~, INSTALLED INTO GROUTED NEW DRYWALL ON 2x10 LEDGER FASTENED TO w BLOCK BELOW { FURRING STRIPS NEW STRUCTURE a = �' R-3.5 FOAM FUR OUT a BOARD ADHERED TO CMU WALL. NEW ROOF RAFTER AS NEEDED 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 INSULATED WITH SHELD R-13 BATT. _ CONTRACTOR TO INSTALL (10) PLAYROOM ALUMINUM GUTTERS AS COURSES OF CMU IN COURSE WITH C3 BASEMENT o SELECTED G OWNER THE EXISTING BLOCK WALL. TOOTH i� x ENTRY IN NEW CMU INTO EXISTING. GROUT SOLID. #5 REBAR FULL "� co -1 WALL. Cn LINE OF EXIST FOOTING AND CMU OVERHANG DIMENSIONS TO FOUNDATION BEYOND MATCH EXISTING T.O. CURB HT r HDG RAFTER TIE DOWN BY SIMPSON STRONG TIE NEW WALL GRADE (PAVED) CONSTRUCTION: • • •• VINYL SIDING AS SELECTED BY MUDROOM KITCHEN • OWNER NEW FOOTING AND � ' • • • '' OVER 1" RIGID INSULATION FOUNDATION. SEE FOUNDATION PLAN OVER Yz" CDX PLYWOOD. 2X6 WOOD FRAMING- 16" O.C. R-21 BATT INSULATION. Y2" GYPSUM BOARD SHEATHING INSIDE, TAPED AND SPACKLED. R-19 BATT INSULATION IN N CONSTRUCTION EXISTING FLOOR JOISTS 1 PROPOSED SECTION AT LOWER LEVEL CMU HDG ANCHOR BOLTS A2.01 SCALE: 1/2" = l'—O" I FOUNDATION WALLS 6 PROVIDE 10" WIDE 3000 PSI, AIR ENTRAINED PC FOUNDATION WALLS WITH #4 •� W. _..� BARS 37" O.C. VERTICAL. PROVIDE TOWARDS THE INNER a a •• 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. DESCRIPTION DATE No. • .a CRAWLSPACE '• BATHROOM ISSUED FOR FILING i2/8/2024 01 GRADE (VARIES) WITH ACCESS HATCH " 2-16d COMMON NAILS _ SIMPSON HD08 ® 6" O.C. FOR FULL LENGTH BASEMENT SLAB HOLD-DOWN OF STUD —III—III—IIII 6" CONCRETE SLAB 3000 PSI 028 i—III—III ' • DAYS. USE 6'1 WWF OVER 2' —III—O FOAM BOARD OVER 6 mil VAPOR O 1 s 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 O I I-) I I THE PROPERTY OF THE ARCHITECT. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS O -I PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT. SUBMISSION OR I I- 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. o III-III . • •.:. ; , : •.:. •. •. . • Proposed Addition to Residence Whitmire Residence 2 PROPOSED SECTION AT KITCHEN EXTENSION 96o Marratooka Road Mattituck, NY A2.01 SCALE: 1/2" = 1'-0" GREENTREE ARCHITECTURE &DESIGN PROVIDE SOLID BLOCKING ® i9 GREENTREE DRIVE ENDWALL OAKDALE,NY n769 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) DATE RED ARC 12.8.24 �vC��y°fit A. Sf'°�q/��n DRAWN BY 3 TYPICAL HOLD DOWN DETAIL SR A2.01 SCALE: 1/4" = l'—O" SCALE '9 y0� S� 031601 AS NOTED �OF NEON DRAWING TITLE DWG No. SECTIONS A-2. 01 I d +� ARCHITECTURE+ DESIGN, P.C. CRAWLSPACE FOUNDATION AND SLAB TO BE 15-9�" 8'-2r REMOVED ENTIRELY. 16'-3 " CONTRACTOR TO EXTERIOR WALL PROPERLY DISPOSE OF TO BE REMOVED EXTERIORSTRUCTURE, ROOF, _lll�lTl 1 MATERIAL OFF SITE. EXTERIOR WALL SKYLIGHT TO BE E:J REMOVED I------ AND DOOR TO BE E-------� ' REMOVED CONTRACTOR TO REMOVE `D rff/ EXTERIOR WALL AND I EXTERIOR ' FRAMING. -----J WINDOW TO L___—__J i WALL TO BE BE REMOVED REMOVED BAY WINDOW OVERHANG ! ! _ _ ' ABOVE TO REMAIN L�z��TIZJTI�Z� UNDISTURBED. , i --------------- / ��` SKYLIGHT TO BE REMOVED EXISTING ELECTRICAL SERVICE TO REMAI . 7'�-------------- \ i I--- I -2 ' ' BATHROOM ROOF ABOVE BAY UNCONDITIONED w I KITCHEN I WALL TO WINDOW TO REMAIN ; BASEMENT I i I BE REMOVED FOR I NEW SLIDING GLASS DOOR EXISTING GIRDER TO _---- REMAIN. CONTRACTOR TO I ALL KITCHEN I BEDROOM #2 PROPERLY SUPPORT MILLWORK TO ; DURING COLUMN INSTALL I BE REMOVED. D ; ; CL ; SCREW JACK SUPPORTS BLOCK FOUNDATION TO J — - I ALL INTERIOR WALLS AND ,,--SCREW TO BE REMOVED REMAIN ( L— I i FINISHES TO BE REMOVED CLOSET TO BE CHIMNEY TO BE LINE OF DECK ABOVE "f0 \ 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: BASEMENT , INTERIOR WALL TO , ROOFING. E� BOILER TO BE REMOVED FLOOR JOISTS, GIRDERS, I ' ' REMAIN _ AND COLUMNS TO _- --- --� EXISTING DECK SUPPORT I r------ '� TO REMAIN UNDISTURBED. I I �__— ' ; CLOSET CL ' i I PRIMARY BEDROOM SCREW JACK SUPPORTS — O TO BE REMOVED I ----- __=__ ------------ ----- II----- ' CONTRACTOR TO REMOVE BLOCK FOUNDATION TO __—__ REMAIN ---��- NOTE: EXISTING ~----- i i------J I CL EXTERIOR BLOCK WALL IF ---- CRAWLSPACE TO REMAIN I ALL INTERIOR WALLS AND I ® I ; ; STAIR NEW WALL WILL BE - —__ ; I r------ FINISHES TO BE REMOVED TOOTHED-IN TO EXISTING ' L------ WALL SOIL TO BE - - - - OIL TANK TO BE I - I I --------J ---_- _---- REMOVED EXISTING ELECT STABILIZED DURING , - --------------- SUBPANEL TO I LIVING ROOM �----- ===== BATHROOM I I ROOF ABOVE SCREENED ' REMOVAL (� REMAIN. I �----- IN PORCH TO REMAIN i , , CL ' I ALL INTERIOR WALLS AND � � � FINISHES TO BE REMOVED I WALL AND DOOR TO BE �- - ------ � ' REMOVED NOTE: GUT RENOVATION ----------- ----------------- I NOTE: GUT RENOVATION _ INTERIOR DRYWALL TO BE INTERIOR DRYWALL TO BE C----- I REMOVED DOWN TO THE I REMOVED DOWN TO THE EXISTING SUPPORT EXISTING STUD FRAMING. EXISTING STUD FRAMING. HEADER TO REMAIN I TYPICAL AT ALL WALLS I TYPICAL AT ALL WALLS '2 THROUGHOUT THE r STAIRCASE TO BE THROUGHOUT THE REMOVED I BUILDING. I BUILDING. c WALL AND , EXTERIOR DOOR EXPANDED NOTE: GUT RENOVAl10N NO EXPANDED NOTE: GUT RENOVATION NO TO BE REMOVED. RIOTING 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 DECK AND FRAMING TO uwi AN INTERIOR RENOVATION ONLY; DRYWALL BEDROOM #3 AN INTERIOR RENOVATION ONLY; DRYWALL 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 ro EXTENSION. REVIEW DRYWALL INSTALLED. TAPE AND SPACKLE DRYWALL INSTALLED. TAPE AND SPACKLE r 4'-9" REMAIN EXISTING SUPPORT i EXTENTS OF DECK TO FINISH. TO FINISH. HEADER TO REMAIN ; REMOVAL : VC 15 20 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 3 SECOND FLOOR DEMOLITION PLAN ISSUED NOTES OR 5/18/ao25 OT DEMO NOTES PER TOWN 5/T8/zoz5 oa D 1.01 SCALE: 1/4" = 1'-0" 1 112�01 SCALE: 1/4" = 1'-0" D 1.01 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 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 WITH THE PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS SO SMOKE ALARM TO BE HARD-WIRED TO ELEC. WITH BATTERY BACK-UP PER 2010 RCNYS R313.1.2 ® MONOXIDECARBON HARD-WIRED TO ELEC. WITH BATTERY BACK-UP PER 2010 R NYS R313.4.3 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 EG MINIMUM OPENABLE WIDTH OF 20" AND A CLEAR OPENABLE HEIGHT OF /� •{- 24" PER 2020 RCNYS SECTION R310. V VJ�,itmire Residence Q NEW JUNCTION BOX FOR NEW LIGHT/FAN FIXTURE 96o Marratooka Road ® EXTERIOR WALL CONSTRUCTION: Mattltuck, NY 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 SPACKLE 0 EXISTING WALL TO REMAIN GREENTREE O EXTERIOR STUDS TO REMAIN. INTERIOR DRYWALL AND FINISHINGS TO BE ARCHITECTURE FT DESIGN REMOVED, NEW R-15 BATT INSULATION W/Xe" GYP. BD. NEW INTERIOR WALLS TO BE 2x4 WOOD STUD 16" O.C. W/X" GYP. BD. ON EACH SIDE. UNLESS OTHERWISE NOTED. i9 GREENTREE DRIVE NEW INTERIOR PLUMBING WALLS TO BE 2x6 WOOD STUD 16" O.C. W/)¢" OAKDALE,NY 11769 GYP. BD. ON EACH SIDE UNLESS OTHERWISE NOTED. TEL:(96)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 F,RED ARC 2X10-16' D.C. DATE �� t A• SF,o CEILING JOISTS- 10'-7" AFF 12.8.24 414 9 INDICATES FLOOR JOIST,DECJ JOIST,CEILING JOIST,ROOF RAFTER. P.T.=PRESSURE TREATED,ACQ DRAWN BY ABBREVIATIONS: SRJ'�q 031601 V.I.F. VERIFY IN FIELD P.C. POURED CONCRETE SCALE OF 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 DEMOLITION DF DOUGLAS FUR D-i" O1+ PLANS I ROOF CONSTRUCTION '�"� NEW 40 YR ARCHITECTURAL ASPHALT ROOFING " �I SHINGLES TO MATCH EXISTING OVER 30# FELT ;I� b 1�ftIIItL{,1"IIf11. t CifIt.EN, t�.t;< PAPER. %" MIN. PLYWOOD SHEATHING, PROVIDE ICE AND WATER SHIELD AT ALL VALLEYS AND EA PERIMETER PER RCNYS AND MFG. NEW ALUMINUM GUTTERS TIED TO NEW DRYWALL D NOTE: GUT RENOVATION NO COLOR AS SELECTED BY OWNER. THE EXTERIOR SIDING OR WILL BE PERFORMED. PROJECT IS NEW WALL CONSTRUCTION: IOR RENOVATION ONLY; DRYWALL MOVED, MISSING SECTIONS OF VINYL SIDING AS SELECTED BY OWNER N WILL BE INFILLED AND NEW OVER 1" RIGID INSULATION OVER }�" CDX INSTALLED. TAPE AND SPACKLE EXPANDED NOTE: GUT RENOVATION NO ® PLYWOOD. 2X6 WOOD FRAMING- 16" O.C. . WORK TO THE EXTERIOR SIDING OR R-21 BATT INSULATION. )C GYPSUM ROOFING WILL BE PERFORMED. PROJECT IS ETR BOARD SHEATHING INSIDE, TAPED AND 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 TO FINISH. Tl TF 030 D 2849 DH 4649 FIXED 2849 DH 2849 DH 2849 DH 3049 DH E3049 IL - o FIN. FLOOR HT. 0'-0" NEW CMU EXTENSION UNDER DECK. SEE SECTION SHEET A2.0 ETR ETR GRADE (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 EAST SIDE ELEVATION 2 NORTH SIDE ELEVATION A2.02 SCALE: 1/4" = l'-0" A2.02 SCALE: 1/4" = l'-O" ISSUES / REVISIONS ROOF PITCH TO MATCH DESCRIPTION DATE No. EXISTING ISSUED FOR FILING 12/8/2024 01 2 DEMO NOTES PER TOWN 5/18/2025 02 EXPANDED NOTE: GUT RENOVATION NO WORK TO THE EXTERIOR SIDING OR M ® 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 FU�RNISHED BY GREENTREE L43JDH EXIS EC THEHITECTURE PROPERTYAODTHE ARCGN HITECTNTHEEWARES THE TO BEAMAIN USEDI�ONLYARE 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 2849]DH0 Mattituck, NY 2849 GREENTREE FIN. 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 REo ARcy DATE �Gj ��Z A• SFp� 05.18.23 3 WEST SIDE ELEVATION DRAWN BY �O2 SCALE: 1/4" = l'-O" SR J'�9 031 sot SCALE OF y AS NOTED DRAWING TITLE DWG No. ELEVATIONS A-2. 02 'B' �� �� ARCHfTECTIJRE+ DESIGN, P.C. 2830 DH C NEW CMU EXTENSION UNDER DECK. SEE SECTION SHEET A2.01 NEW 1 STORY ADDITION NEW 2 STORY ADDITION INTERIOR RENOVATION AND WINDOW REPLA LY IL- I I I GRADE I. NEW CONSTRUCTION I. 1 SOUTH SIDE ELEVATION �-01 SCALE: 1/4" = l'—O" 2 ISSUES / REVISIONS DESCRIPTION DATE No. REVISION 9/30/23 01 REVISION PER OWNER 1/11/24 02 REVISION PER TOWN 9/24/25 03 I 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 MATH 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 Whitmire Residence 96o Marratooka Road Mattituck, NY GREENTREE ARCHITECTURE &DESIGN 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 RED ARC' DATE 'S'/Jt� 05.18.23 DRAWN BY SR `- �� 031601 SCALE q OF NEON y� AS NOTED DRAWING TITLE DWG No. ELEVATION A-2. 0 3 AItC:IIf"1 E CI Ufll. 4 OLSIC;N, P.C. MAXIMUM ENVELOPE _ ROOF HT. (+/-) 25-6" 01. ABOVE GRADE ROOF PITCH TO MATCH / EXISTING ® 030 D 030 D P�� Q�. 4y 030 D IT ETR p [2849]DH s 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" = l'-O" sv ISSUES / REVISIONS DESCRIPTION DATE No. \ ISSUED FOR FILING 12/8/2024 oT 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 O 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. 2830 DH Proposed Addition to Residence Whitmire Residence 96o Marratooka Road Mattituck, NY 3049 DH 3049 DH GREENTREE ARCHITECTURE &DESIGN 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. INTERIOR RENOVATION AND WINDOW REPLACEMENT ONLY NEW 2 STORY ADDITION NEW 1 STORY ADDITION 25'-0" TO PROPERTY LINE JOB No. 2023-050 RED ARC, DATE �Gj �t� A' SfoF, 05.12.25 In uuII® DRAWN BY �Ir_ f. I-7� J, ��� 2 SR SKY PLANE ELEVATION-REAR �q 031601 yob A2.04 SCALE: 1/4" = 1'-0" SCALE �OF AS NOTED DRAWING TITLE DWG No. SKY PLANE A-2. 04 COMPLIANCE rto. 104�`13 SOUTHOLD TRUSTEES Issued T "4* 11 :am { E(:c. WI,; mTLeDate 1 -1 /1 cx5 Address q ` � M�' <<a��� �oa� � AQ101 -TuCK .THIS. NOTICE MUST BE DISPLAYED DURING CONSTRUCTION TOWN TRUSTEES OFFICE TOWN OF SOUTHOLD SOUTHOLD, N.Y. 11971 TEL.:' 765.1892 Glenn Goldsmith,Presic.,..c019, - Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 0 Eric Sepenoski o ,? P.O.Box 1179 Liz Gillooly �y • 0�� Southold,NY 11971 Elizabeth Peeples ��l �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: 12/10/25 Completed infield by: Traci's Permits on behalf of WILLIAM & ERICA WHITMIRE request a Wetland Permit to construct additions and alterations to the existing two-story dwelling consisting of removing existing screened porch, extend foundation ±56 sq.ft. and construct a new ±10'x20' screened-in porch with entry steps; construct a 47sq.ft. (footprint) one-story addition; construct a 95sq.ft. (footprint) two-story addition; reconstruct portion of a ±14' long wall to add a sliding door and a proposed ±8'x6' entry platform with steps; and to install a drywell to contain roof runoff. Located: 960 Marratooka Road, Mattituck. SCTM# 1000-115-9-8.1 Typ of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: /Chapt. 275 Chapt. 111 other Type of Application: J Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: 15� 1 u V es Xco w„ 'n OX l.ecl j pc p farA,� U ne- Present Were: /—G. Goldsmith ✓ N. KrIPski �✓ E. Sepenoski VL. Gillooly ✓ E. Peeples i 202o NYS RESIDENTIAL CODE GENERAL CONDITIONS SITE PLAN CONCRETE WORK (13402-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 lj SNOW DESIGN DESIGN SHIELD HAZARD FREEZING ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" LATEST REVISION. USED FOR CONSTRUCTION. PROPERTY OWNER TYLER&ERICA WHITMIRE LOAD SPEED(mph) CAT. WEATHERING FROST TERMITE DECAY TEMP. REQ'D. INDEX 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 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-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 15'46'30�� E -ALL INSULATION TO BE INSTALLED AS PER AND MEET THE REQUIREMENTS OF SECTION R320. WORK DESCRIPTION RENOVATION TO EXISTING RESIDENCE AND -ALL INTERIOR 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 MAIN STRUCTURE -ALL WALL NEW WINDOWS S & DOORS TOWITH HAVE A MIN. THROUGH R UGH 0 3010 PER SECTION R301.1.2.1 & TABLE R301.2. COMPRESSIVE STRENGTH OF 3500 PSI ® 28 DAYS. CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR -PROVIDE FOR BLOCKING PER SECTION R602.8. CONTENT (% BY VOL OF CONC.) SHALL NOT BE LESS THAN 5% OR MORE THAN 7 %. MATERIALS USED O _'� REQUIRED PROVIDED -ALL EXTERIOR WALLS G S 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 © 1-STORY ADDITION 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 3, ALL CWELDEDAI 318OWIRE A RIC1 REINFORCEMENT SHALL CONFORM TO ASTM A185, LATEST REVISION. I (47 sf) FRONT YARD 60' 93.4' (NO CHANGE) 4. ALL FOOTINGS AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL HAVING A MINIMUM BEARING 2-STORY ADDITION 1' 14 LOADS TABLE R301.5 DEFLECTION TABLE R301.7 CAPACITY OF 2000 POUNDS PER SQUARE FOOT IN ANY WAY TO ANY PROPOSED STRUCTURE. IF 9,81 25'-0" REAR YARD 7 5' DETERMINED BY THE ARCHITECT, THE ACTUAL SOIL BEARING SETTLEMENT CHARACTERISTICS SHALL BE (95 sf) SHED SIDE YARD(TOT.) 45' 106'-11" USE DEAD LOAD LIVE LOAD STRUCTURAL MEMBER ALLOWABLE ASSESSED BY A QUALIFIED SOILS TEST LABORATORY AND GEOTECHNICAL ENGINEER. THE OWNER SHALL SIDE YARD(MIN.) 20' 24'-9" DEFLECTION BEAR THE EXPENSE OF TESTING. STORM WATER PIPING � I o ROOFS 12 PSF 45 PSF RAFTERS HAVING SLOPES GREATER THAN 3/1 T LDG FOOTP T 5,053 S.F. (ALLOWED 1,113 S.F. W/ NO FINISHED CEILING ATTACHED TO L/180 PROPOSED LOCATION N c� UILDING EIG 28'-8" O CH GE) RAFTERS FLOORS (SLEEPING) 112 PSF 30 PSF INTERIOR WALLS & PARTITIONS H/180 ' Q d" LOT COVERAGE 20% 4% I FLOORS (NON-SLEEPING) 112 PSF 40 PSF FLOOR & PLASTERED CEILINGS L/360 OF NEW 4 DEEP SUMMARY r-( DRYWELL FOR EXISTING 1ST FLOOR (+/-)820 s.f. ADDED BASEMENT 56 s.f. STAIRS 112 PSF 40 PSF ALL OTHER STRUCTURAL MEMBES L/240 BALCONIES (EXTERIOR) AND 110 PSF 40 PSF EXTERIOR WALLS W/ PLASTER OR STUCCO H/360 STRUCTURAL STEEL (BC2203-BC2205) EXTENSION EXISTING 2ND FLOOR (+/-) 750 S.f. ADDED 1ST FLOOR 142 s.f. DECKS FINISH ADDITION ADDED 2ND FLOOR 95 s.f. 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 1-STORY BASEMENT LIMITED STORAGE FINISHES AND IN ACCORDANCE WITH THE REQUIREMENTS OF THE FOLLOWING STANDARDS. WHERE CONFLICTS EXTENSION (56 sf) 25 -2 UNINHABITABLE ATTIC W/O 9 PSF 10 PSF EXTERIOR WALLS-WIND LOADS* W/ FLEXIBLE L/120 OCCUR, THE MORE STRINGENT STANDARD SHALL APPLY: NOTE: 56 sf OF DECK TO BE EXISTING � STORAGE FINISHES RESIDENTIAL CODE OF NEW YORK STATE 2-STORY Z z HABITABLE ATTICS & ATTICS 9 PSF 10 PSF LINTELS SUPPORTING MASONRY VENEER WALLS L/600 PARTIALLY REMOVED TO IN RELEASES. wo SERVED W/ FIXED STAIRS BUILDING CODE OF NEW YORK STATE WOOD FRAME PROPOSED NEW �o ACCESS EXTENSION, RESTORE GUARDS & HANDRAILS - so PSF *THE WIND LOAD M S THE COMPONENT BE& CLADDING ATO BE DS FOR THEE As 0.7 THE SHALL BETIN A CORDANCEAND NTH EITHERN OF STRUCTURAL STEEL THE A SC LOAD AND RESISTALDINGS AND NCE FACTOR DESIGNRES UPON COMPLETION. #960 SIDE ENTRY >w PASSENGER VEHICLE GARAGE - 200 LB/LF PURPOSES OF THE DETERMINING DEFLECTION LIMITS HEREIN. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (AISC-LRFD), AISC SPECIFICATION FOR NEVER RELEASED LL u_0 GUARD IN-FILL COMPONENTS - 50 LB/LF STRUCTURAL STEEL BUILDINGS-ALLOWABLE STRESS DESIGN (AISC-ASD) OR AISC SPECIFICATIONS IF PAST RELEASE RAILINGS 200 LB/LF FOR THE DESIGN OF STEEL HOLLOW STRUCTURAL SECTIONS (AISC-HSS). WHERE REQUIRED, THE 82'-2 ® o> SEISMIC DESIGN OF STEEL STRUCTURES SHALL BE IN ACCORDANCE WITH THE ADDITIONAL CURRENT RELEASE ® Cn w PROVISIONS OF BC 2212. ADDITION wx ItLO ANSI/AWS D1.1 "STRUCTURAL WELDING CODE-STEEL", LATEST REVISION. N N N I- 2. ALL FRAMING MEMBERS SHALL BE SHOP FABRICATED FOR BOLTED FIELD ASSEMBLY. FIELD CUTTING OR o N DRILLING, WHEN REQUIRED, SHA BE CLEARLY NOTED ON THE DRAWINGS. ALL FRAMING MEMBERS SHALL I AS ALT N LL CARRY AN EASILY VISIBLE IDENTIFYING MARK, EITHER STAMPED, STENCILED OR PAINTED. r 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 FAYING SURFACES OF ALL BOLTED CONNECTIONS SHALL BE SMOOTH AND FREE FROM BURRS OR DISTORTIONS. ALL BOLTS SHALL BE ST-1.02 STRAPPING DETAILS EECTRO-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. 6. ALL WELDING SHALL BE DONE BY LICENSED WELDERS. -- 7. ALL STEEL DETAILS SHALL BE DESIGNED TO CONFORM TO ARCHITECTURAL REQUIREMENTS. I I 8. ALL STEEL FLITCH PLATES TO BE THROUGH BOLTED WITH 5/8" DIAMETER STEEL BOLTS AT 16" O.C. STAGGERED. A2.02 ELEVATIONS A2.03 ELEVATION A3.01 PYRAMID LAW COMPLIANCE I GENERAL CONDITIONS STRUCTURAL LUMBER (R502.R602.RB02) 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 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 / ENDS 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: -2020 FUEL GAS CODE OF NEW YORK STATE (FGCNYS) -VILLAGE OF MATT17UCK BENDING STRESS FB - BASE: 875 ADJ, 1107 PSI 00 -TOWN OF SOUTHOL.D SHEAR STRESS FV - 95 PSI a PSI -SUFFOLK COUNTY MODULUS OF ELASTICITY E- 1.6 X 10 (f} 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 CONFLICT OR 3. ALL FRAMING BRACKETS AND ANCHORS SHALL BE 16 GAUGE GALVANIZED STEEL BY SIMPSON OR EQUAL J /� DEFICIENCY RESULT'S N THE COMPLETEDRETAINED WORK. 4. ALL WALL PLATES BEARING ON 5. ALL LOAD BEARING DIMENSION CONCRETE R SHALL BE IDENTIFIED BY TREATEDRE RADE MARK O PRESERVATIVER A LUMBERGRADING _f_�5 •oo, 3. THE ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION OBSERVATION AND ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION ACTIVITIES. OR INSPECTION AGENCY THAT HAS BEEN APPROVED BY AN ACCREDITATION BODY THAT COMPLIES WITH - I 4. THE CONTRACTOR SHALL OBTAIN, PRESENT EVIDENCE OF, AND PAY FOR ALL PERMITS NECESSARY TO CONDUCT THE DOC PS 20. Q WORK AND COMPLETE THIS CONTRACT. THE CONTRACTOR SHALL OBTAIN THE BUILDING PERMIT AND CERTIFICATE OF M 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 OF THE WORK PROVIDED FOR 114 THIS CONTRACT. AND BEFORE FINAL PAYMENT SHALL BE MADE, THE CONTRACTOR SHALL FURNISH THE OWNER WITH ANY NECESSARY CERTIFICATES OF OCCUPANCY OR CERTIFICATES OF COMPLIANCE PLUMBING AND HEATING WORK (P2502 & R303 8) 00 00 � ISSUED BY THESE VARIOUS AGENCIES. 5. ALL DIMENSIONS INDICATED ON THE DRAWINGS ARE APPROXIMATE AND ARE SUBJECT TO REVISION AS PER ACTUAL FIELD 1. PLUMBING - SANITARY, COLD AND HOT WATER, AND All OTHER PIPING SHALL CONFORM TO ALL LOCAL, Z CONDITIONS, THE DISCRETION CF THE OWNER, AND AS DIRECTED AND/OR APPROVED BY THE ARCHITECT. 6. THE CONTRACTOR SHALL SECURE CONSTRUCTION SIZE IN ACCORDANCE WITH 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. C 05'S2 oOv R R o r O PROGRESS. 2. THE USE OF LEAD SOLDER IN PIPING JOINTS IS RESPONSIBILITY HYDRONIC HEATING SUPPLY AND HOT WATER PIPES INSULATED.BITED UNDER J o K I'� ISSUES / REVISIONS 7. THE CONTRACTOR SHALL ASSUME ALLRESPONSIBILITY3. TY AND EXPENSE OF TEMPORARY ENCLOSURES WHERE NECESSARY � O OR WERE CALLED FOR IN THE DRAWINGS. 4. HEATING SYSTEM SHALL BE EXISTING TO REMAIN. CONTRACTOR TO MODIFY AS REQUIRED TO BE SUITABLE 8. ITEMS SUSTAINING DAMAGE DURING THE CONSTRUCTION PERIOD SHALL BE REPAIRED AND/OR REPLACED TO THE FOR COMFORT HEATING IN ACCORDANCE WITH THE REQUIREMENTS OF THE ENERGY CONSERVATION `A R R DESCRIPTION DATE No. SATISFACTION OF THE OWNER AND TO THE APPROVAL O� THE ARCHITECT, AT THE CONTRACTOR'S EXPENSE. CONSTRUCTION CODE OF NEW YORK STATE. 9. 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. OR STABILITY OF ADJACENT STRUCTURES, EQUIPMENT, OR UTILITIES. SHOULD DAMAGE OCCUR AS A RESULT OF THE ISSUED FOR FILING 12/S/2o24 01 WORK, THE CONTRACTOR SHAD_ REPAIR OR REPLACE SAID DAMAGED ITEMS. THE CONTRACTOR SHALL BEAR ANY AND REVISED PER TOWN 9/24/2025 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 PREMISS AND ITS AGENTS OR ELECTRICAL WORK (E3301) REPRESENTATIVES. 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 I S LI P 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 T 13. THE CONTRACTORS SHALL, AT ALL TIMES,,THE RESPONSIBILITY OF THE RPROVIDE CONVENIENT ACCESS AND SAFE AND PROPER FACILITIES FOR THE THEnCY OF THE FIRE INS INSPECTION AGENCY D PONICOMPLETION.R IATION AND SUBMIT A CERTIFICATE OF FINAL APPROVAL BY PERFORMED: 03/08/2024 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. ARCHITECTALL DRAWINGS, SP DESIGN (HER AND COPIES THEREOF cFTU1RNISHED S CREENTR IN ONCE, REGARDLESS OF PREVIOUS INSPECTIONS. 3. ALL ELECTRICAL FIXTURES, SWITCHES AND ACCESSORIES SHALL BE SELECTED BY THE OWNER THE PROPERTY THE�A�RCHIw KNOWN Sf0 usED�ONIv wITHARE A"R°ESPs"Eci TO THIS 15. ALL MATERIAL AND ITEMS INDICATED ON THE CONTRACT DRAWINGS, DIRECTED BY THE ARCHITECT AND AS PER SIZE rl PROPOSED PLOT PLAN CONDITIONS DEMAND, SHALL BE DISPOSED OF PROPERLY IN APPROVED CONTAINER OUT OF THE PATH OF PROJECT AND ARE HOT IA BE USED ON ANY OTHER PROJECT SUBMISSION OR DISTRIBUTION 7D MEET OFFICIAL REGULATORY REAUIREMENIS OR FOR OTHER PURPOSES DH CONSTRUCTION AND AWAY FROM THE PUBLIC, OUT OF THE PATH OF CONSTRUCTION AND AWAY FROM PUBLIC AND CONNECTION MTN THE PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION VEHICLE TRAFFIC, AND TO BE CARTED TO APPROVED LAND FILL SITE BY LICENSED CARTERS. " , " OF THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS. 16. ALL NEW WINDOWS AND SKYLIGHTS TO BE MANUFACTURED BY ANDERSEN CORP., BAYPORT, MN. OR EQUAL . ALL C1,�1 SCALE: 1 = 20-0 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. 18. IF IN THE COURSE OF CONSTRUCTION, A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR SHALL 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. 19. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY FROM HOUSE AND BLEND INTO EXISTING. Whitmire Residence 20.DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. WINDOWS THAT DO NOT MEET HURRICANE WIND LOADS AND SPECIFICATIONS SHALL HAVE WINDBORNE 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 MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED. * PROVIDE %" PLYWOOD SHEETS, CUT TO SIZE, LABELED & NUMBERED FOR EACH WINDOW FRAME, W/ 6o Marratooka Road 22.FIRE BLOCKING TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENT OF THE 2020 RCNYS, AND THE AMERICAN PREDRILED SCREW HOLES ® PRESCRIBED SPACING FOR EACH SHEET. 9 FOREST & PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL (WFCM FOR ONE AND TWO FAMILY DWELLINGS, Mattituck, NY 2011) THESE SHEETS SHALL BE STORED IN AN ORDERLY FASHION ON SITE AT ALL TIMES. PROVIDE ALL 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 TO BE NAILED 'TO TOP PLATE FIRE BLOCKING 24.ALL FRAMING HARDWARE SHOWN ON THESE PLANS, UNLESS OTHERWISE INDICATED, IS SIMPSON STORNG-TIE. NO ARCHITECTURE 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 BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENT OF THE 2020 RCNYS, HARDWARE SUBSTITUTIONS WIU. 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 GREENTREE DRIVE & PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY OAKDALE,NY 11769 DWELLINGS, 2011. TEL:(516)848-7439 SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM 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 THIS DOCUMENT IS A VIOLATION OF NEW YORK DUE TO THE RELATIONSHIPS OF FRAMING HARDWARE TO THE OTHER COMPONENTS OF THE STATE LAW. ABBREVIATIONS&SYMBOLS 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 BRNG TREAD T AND PERFORMANCE OF THE ENTIRE SYSTEM. JOB No. CEILING JOIST CJ TYPICAL TYP 11 CEILING CLING UNLESS OTHERWISE NOTED UON CLEAN OUT / CASED OPENING CO VERIFY INFIELD VICLING2O2 ZO .`�c,R'ED Apo CONTINUOUS CONT WASHER W A. COLLAR TIE CT WATER HEATER WH DATE CONCRETE MASONRY UNIT CMU WELDED WIRE MESH WWM � �'� S�A�� � DRYER D 12.8.24 DIAMETER DIA � h 9 DECK JOIST DJ DON D SH WASHER DIN DN Qom- WALL TAG # EE DRAWN BY V ` FRESH AIR INTAKE FAI SHEET # SR FINISHED FLOOR FF DOOR TAG e �J1� 03160I FLOOR JOIST FJ J FIRE RATED FIR x SECTION GALVANIZED GALV O WINDOW TAG SCALE OF GYPSUM WALL BOARD GwB HEIGHT HT Q REVISION AS NOTED LAMINATED VENEER LUMBER LVL DETAIL MANUFACTURED MFG'D NOT TO SCALE NIS ON CENTER POURED CONCRETE PC O.C. DRAWING TITLE DWG No. PRESSURE TREATED PRESERVATIVE PIP RISER R ROOF DRAIN RD REFRIGERATOR REF COVER ROOF RAFTER RR SUFFOLK COUNTY DEPARTMENT C-1 • O1 OF HEALTH SERVICES SCDHS SHOWER SH 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 eCCA/7 PRESCRIPTIVE ALTERNATIVE TO TABLE 3. -•^ :a ARCHITECTURE+DESIGN,P.C. { 2 (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.4)) ROOF SPAN (FT.) 12 24 36 12 24 36 THREE SECOND GUST WIND SPEED (MPH.) 110 120 130 140 THREE SECOND GUST WIND SPEED (MPH.) 110 120 1 130 1 140 REQUIRED NUMBER OF 16d REQUIRED CAPACITY HEEL BRUNSWICK COUNTY IS IN 130 MPH FOR BASIC WIND 1/2" ANCHOR BOLTS 5/8" ANCHOR BOLTS ROOF SLOPE RAFTER SPACING (IN.) COMMON NIAII IN 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.) 110 120 130 140 110 120 130 140 SPACING (IN.) NAILS (TOE-NAILED) REQUIRED IN EACH 3.12 16 8 15 22 776 1552 2328 SHEATHING LOCATION STUD SPACING MAXIMUM NAIL SPACING FOR 8d COMMON RAFTER AND/OR CEILING JOIST TO TOP ( ) NAILS (IN. OC) 24 11 22 33 1164 2328 3492 BOTTOM PLATE TO FOUNDATION ANCHOR BOLT FOUNDATION MINIMUM ANCHOR BOLT MINIMUM ANCHOR BOLT PLATE CONNECTION 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 4.12 12 8 2 3 3 3 16 6 11 17 582 1164 1746 INTERIOR ZONE 16 6 12 6 12 6 12 6 12 10 2 3 3 3 24 9 17 1 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 4 512 16 5 9 16 466 931 1397 4' PERIMITER EDGE ZONE 16 6 12 6 12 6 12 6 12 8 4 5 5 1 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 5 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 (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 (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 tx6 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 REWIRED. 24 4 8 11 388 776 1164 1x10 OR LARGER 12 - 24 3 3 3 3 THAN 262 PL F, 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 20 TOP PLATE OR 3 TOE-NAILS IN EACH SIDE WHEN FASTENED 12:12 t6 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 WALL OR RIDGE BEAM. GZ0.49 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 3.413 UPLIFT STRAP CONNECTION REQUIREMENTS (3) WHEN INTERMEDIATE SUPPORT OF THE RAFTER IS PROVIDED BY VERTICAL STRUTS OR PURLINS TO A F� COMMON EXTERIOR PANEL SIDING, GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED LOADBEARING 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) REDUCED PROPORTIONATELY TO THE REDUCTION IN SPAN. VEND ZONES INTERIOR ZONES THREE SECOND GUST WIND SPEED (MPH.) 110 120 130 140 (4) EQUIVALENT NAILING PATTERNS ARE REQUIRED FOR CEILING JOIST TO CEILING JOIST LAP SPICES. 120 130 140 110 120 130 140 NUMBER OF Bd COMMON NAILS OR 10d BOX (5) TABULATED HEEL JOINT CONNECTION REQUIREMENTS DO NOT INCLUDE THE ADDITIONAL WEIGHT OF THE THREE SECOND GUST WIND SPEED (MPH.) 110 FRAMING SPACING ROOF SPAN (FT,) NAILS IN EACH END OF 1-1/4" 20 GAGE CEILING ASSEMBLY. STRAP (6) TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUMES CEILING JOIST OR RAPIER 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 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: 2p 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 STRUCTURAL SHEATHING 28 2 3 4 3 CEILING HEIGHT/ ROOF RIDGE HEIGHT HEEL JOINT CONNECTION ADJUSTMENT FACTORS E I F E I F I E I F I E I F 32 3 3 4 3 1 / 2 2.00 (1) MIEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAX. ANCHOR BOLT SPACING SHALL NOT 36 3 3 4 3 1 13 1 SPACING (IN.SHEATHING LOCATION G (IN.RAFTER/TRUSS MAXIMUM NAIL SPACING FOR 8d COMMON 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 6 12 6 12 6 12 20 2 3 4 3 1 / 5 1.25 1 6 1.20 INTERIOR ZONE 16 6 12 6 12 6 1 12 6 12 16" 24 3 3 4 3 1 / 10 111 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 12 6 12 6 12 36 4 4 6 4 4' PERIMETER EDGE ZONE 16 6 12 6 6 6 12 6 6 NAILING 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. 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 i 4 RAFTER TO TOP PLATE (TOE-NAILED) (SEE TABLE 3.4A) 3 - 8d 3 - tOd PER RAFTER 24" 24 4 5 6 7 FOR WIND - EXPOSURE B BOARD SHEATHING COUNG JOIST TO TOP PLATE (TOE-NAILED) (SEE TABLE 3.4A) 3 - 8d 3 - 10d PER JOIST 28 4 1 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 THREE SECOND GUST WIND SPEED (MPH.) 1 1120 1 130 140 110 120 1 130 140 SPACING (IN. OC) PER SUPPORT CEILING JOIST UIPS OVER PARTITIONS (FACE-NAILED) (SEE TABLE 3.9A) 3 - Bd 3 - 16d PER LAP 36 8 1 - ix6 OR 1x8 SHEATHING 12 - 19.2 2 2 2 2 COLLAR TIE TO (RAFTER (FACE-NAILED) (SEE TABLE 3.6A) 3 - 8d 3 - 10d PER TIE ROOF PITCH ROOF SPAN (FT.) NAILS IN EACH END OF 1-1/4" STRAP REQUIRED CAPACITY BLOCKING TO RAFTER (TOE-NAILED) 2 - 8d 2 - 10d EACH END (1) TABULATED UPLIFT CONNECTIONS REQUIREMENTS ASSUME A BUILDING LOCATED IN EXPOSURE B 12 3 4.5.6 RIDGE CONNECTION 1x10 OR LARGER 12 - 19.2 3 3 3 3 RIM BOARD TO RAFTER (END-NAILED) 2 - 16d 2 - 16d EACH END 12 2 2 2 3 176 484 394 464 E - NAIL SPACING AT PANEL EDGES (IN.) (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 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 INTERSECTION (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 (2) TABULATED 12 OC SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBER ISSUES / REVISIONS HEADER TO HEADER (FACE NAILED) 16d 16d 16" O.C. ALONG EDGES 12 2 2 2 2 312 382 312 382 WITH G9.49 FOR FRAMING MEMBERS WITH 0.42 G11.49, THE NAIL SPACING SHALL BE REDUCED TO 6" DESCRIPTION DATE No. TOP OR BOTTOM' PLATE TO STUD (END-NAILED) (SEE TABLE 3.5A) 2 - 16d 2 - 40d 1 PER STUD TO PLATE; 16 2 2 2 2 416 510 416 510 OC BOTTOM PLATES TO FLOOR JOISTS, BAND ISSUED FOR FILING Tz/8/aoz4 01 2 - 16d (1,2) 2 - 16d (1,2) 10" WALL HEIGHT MAX 20 2 3 2 3 520 637 520 637 JOIST, ENDJOIST, " OC SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBER OR BLOCKING (FACE NAILED) PER FOOT 4:12 24 3 3 3 3 623 765 623 765 (3) TABULATED 6 FLOOR FRAMING WITH GZ0.49 FOR FRAMING MEMBERS WITH 0.42 G9.49, THE NAIL SPACING SHALL BE REDUCED TO 4" TABLE 3.5A TOP & BOTTOM PLATE TO STUD LATERAL 28 3 4 3 4 727 892 727 892 OC JOINT DESCRIPTION NUMBER OF NAILS NUMBER OF BOX NAILS NAIL SPACING CONNECTIONS FOR WIND LOADS-EXPOSURE B 32 4 4 4 4 831 1020 831 1020 JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4 - 8d 4 - 10d PER JOIST 36 4 5 4 5 935 1147 935 1147 (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 12 1 2 1 OC 2 240 295 240 295 WITH GZ0.49 FOR FRAMING MEMBERS WITH 0.42 GD.49, THE NAIL SPACING SHALL BE REDUCED TO 3" THREE SECOND GUST WIND SPEED (MPH.) 110 120 130 140 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 NAILED) 3 - 16d 4 - 16d EACH BLOCK 20 2 2 2 2 400 491 400 491 LEDGER STRIP TO BEAM FACE-NAILED 3 - 16d 4 - 16d EACH JOIST FRAMING SPACING REQUIRED NUMBER OF AI COMMON ( ) ROOF SPAN (FT.) NAILS OR 40d BOX NAILS PER 512 24 2 3 2 3 480 589 480 589 w. DRAwiNcs, sPEc>FTcATKxRs AND coviEs THEREOF FURNISHED By c;REEI+TREE STUD TO PLATE CONNECTION ARCHITECTURE AND DESIGN (HEREIN KNOWN AS THE"Ra" ARE ""° SHALL RNAN JOIST ON LEDGER TO BEAM (TOE-NAILED) 3 - 8d 3 - 10d PER JOIST 28 3 3 3 3 560 688 560 688 TOP PLATE SPLICE REQUIREMENTS THE PROPERTY OF THE ARCHVXT. THEY ARE TE 0E usm�+a r AT RESPECT TO 7m BAND/RIM JOIST TO JOIST (END-NAILED) 3 - 16d 4 - 16d PER JOIST DISTRIPROA T AHD ARE NOT A RE USED ON ANr ETHER PROR OTHER SUBURPOH OR 8 2 2 2 2 32 3 4 3 4 s4o 78s s40 76s ONE STORY - SLAB ON GRADE ��TON TE MEET ROJWE REGULATORY CONS MENTS OR FT7R TIONI PURPOSES a BAND/RIM JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2 - 16d (1) 3 - 16d PER FOOT OF,KM AR rwTH THE IROJE L is NOT TO RR_CONSTRUED AS VED RIAnaN n+DEROGATION 10 2 2 2 2 36 3 4 3 4 720 884 720 884 (REFER TO TABLE 3.2t OF THE WOOD FRAME CONSTRUCTION of THE" ��MMa+uw cx>PYFncHT OR OTHER RESERVED Rx;HTs. ROOF SHEATHING 12 2 2 2 2 12 1 2 1 2 216 264 216 264 MANUAL Zorn SBC HIGH WIND EDIn0N) JOINT DESCRIPTION NUMBER OF NAILS NUMBER OF BOX NAILS NAIL SPACING t2" 14 2 2 2 2 16 2 2 2 2 287 1 352 287 352 BUILDING DIMENSION (FI) MINIMUM SPLICE LENGHT(F1) Proposed Addition to Residence STRUCTURAL PANELS 3/4" COX 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 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 20 5 Whitmire Residence JOINT DESCRIPTION NUMBER OF NAILS NUMBER OF BOX NAILS NAIL SPACING 24 6 10 2 2 2 2 36 3 4 3 4 647 792 647 792 96o Marratooka Road GYPSUM WALL BOARD 5d COOLERS (3) Sd COOLERS 7" EDGE / 10 FIELD 12 2 2 2 3 12 1 1 1 1 201 245 201 245 28 7 Mattituck, NY WALL SHEATHING 16' 14 2 2 3 3 16 2 2 2 2 267 327 267 327 32 8 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 36 9 STRUCTURAL PANELS 5/8" CDX PLYWOOD 8d t0d (SEE TABLE 3.11) 18 2 3 3 4 7:12, - 12:12 24 2 2 2 2 401 490 401 490 " �, 11GREENTREE 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 50 DIAGONAL BOARD SHEATHING 1"X6" OR 1"X8" 2 - S 8 2 2 2 2 32 3 3 3 3 535 654 535 654 d 2 - 10d PER SUPPORT 13 ARCHITECTURE DESIGN DIAGONAL BOARD SHEATHING 1'X10" OR WIDER 3 - 8d 3 - 10d PER SUPPORT 10 2 3 2 3 36 3 1 3 1 3 1 3 602 736 1 602 736 60 16 FLOOR SHEATHING 12 2 3 2 3 70 19 JOINT DESCRIPTION NUMBER OF NAILS NUMBER OF BOX NAILS NAIL SPACING " 22 24 14 3 3 3 3 80 i9 GREENTREE DRIVE STRUCTURAL PANELS 3/4" CDX PLYWOOD 1" OR LESS 8d 10d 6" EDGE / 12" FIELD 16 3 4 3 4 (1) TABULATED CONNECTION REQUIREMENTS ARE BASED ON TOTAL UPLIFT MINUS .6 OF ROOF ASSEMBLY DEAD LOAD (.6 x 10 PS1) OAKDALE,NYu769 STRUCTURAL PANELS GREATER THAN 1" 10d 16d 6" EDGE / 6" FIELD 18 3 4 3 4 (2) WHEN THE TABULATED NUMBER OF NAILS REQUIRED IN EACH END OF THE STRAP IS EQUAL TO 1 AND THE FRAMING IS ATTACHED IN TE L:(516)848-7439 DIAGONAL BOARD SHEATHING 1"X6" OR 1"X8" 2 - 8d 2 - 10d PER SUPPORT Y0 4 4 4 4 ACCORDANCE 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 WIDER 3 - 8d 3 - 10d PER SUPPORT TWO STORY (3) WHEN 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 UNAUTHORIZED ALTERATION OF ANY ITEM ON (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 toot SBc Hlgi WIND EDInoN) (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) TABULATED 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 TABULATED 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) TABULATED 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 CORNERS 20 4 2024-820 ,RED ARcy (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 2244 4 DATE W�\�h� A. SF'oF9 <(N ON 16 OC SPACING FOR RAFTER, JOISTS AND STUDS. RIDGE STRAP SPACING (IN.) 12 16 19.2 24 481 72 32 6 12.8.24 CC "A MULTIPLIER 1.00 1 1.33 1 1.60 2.00 4.00 6.00 36 7 DRAWN BY 40 8 SR �q 031601 50 O so 12 SCALE of y 70 14 80 16 DRAWING TITLE DWG No. WIND ST-i. oi NOTES I i NAILING &STRAPPING AT EXTERIOR WINDOWS/DOOR HEADERS (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW EDITIONS) WALL STUD WALL STUD WALL STUD 2 X 4 CONTINIOUS BOTTOM PLATE BOTTOM PLATE LATERAL BRACING 0 6" �.•� STRAP LAPPED WOOD FRAME CONSTRUCTION MANUAL M. O.C. NAILING SCHEDULE 'B': ( ) FLOOR JOIST FLOOR JOIST STEEL ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS 3/4" PLYWOOD 3/4" PLYWOOD UNDER SILL PLATE, HETA40 -BY SST. FASTEN W11H ARCHITECTURE+DESIGN P.C. SUBIFLOOR ROUGH .` NOTATION A B C D E Fig SUBFLOOR 8-10DX1 1/2" 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'-0" 6 (2) 2x4 OR (1) 2x8 3 3 3 3 SILL PLATE SILL PLATE ANCHOR BOLT V-0" 8 (2) 2x4 OR (1) 2xB 3 3 3 3 STEEL STRAP EMEDDED STEEL STRAP LAPPED W-0" 10 (2) 2x6 4 4 4 4 BY SST. CTT FIT TH UNDER SILL PLATE, HETA40 12'-0' WITH 12 (2) 2x6 5 5 5 5 BY1ODX1 1/2-NAILS. 8-tODX1 1/2" NAILS GABLE END 5d COOLERS NAILS NOTATIONS 010' 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 4-10d NAILS 5-8d NAILS TO PLATES (B) NUMBER OF SILL STUDS ON THE FLAT 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 STUDS AT EACH SIDE OF HEADER 5d COOLERS NAILS 20 GAGE CONNECTOR S SO ( ) FIRST FLOOR WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION, SILL PLATE, OR BOTTOM PUTS IN ACCORDANCE WITH THE STRAP CONNECTOR SCREWS REQUIREMENTS OF TABLE 3.2 OR TABLE 3.38 (SEE DETAILS 3.1A-E). WHEN TABLE 3.36 IS USED, A MINIMUM OF 1-1/47x20 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 FOUNDATIONS AND SLABS ON GRADE, 15" IN MASONRY BLOCK FOUNDATIONS, OR BE LAPPED UNDER THE PLATE AND NAILED IN ACCORDANCE WITH TABLE 3.313 (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 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 FABRICA11ON 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-EMBEDD 7" IN POURED CONCRETE AND 15' IN CMU E B SECOND FLOOR ANCHOR BOLTS AND WASHERS AS CS20 REQUIRED-SEE CHART ON C\ ST-2 BLOCKING 2 BAYS BACK 0 4'-0' O.C. C`J 7 SILL PLA�� LTP4 f0U ON WALL STUD TO STUD FIRST FLOOR USE MODEL CS20 BY'SIMPSON' 3-8d NAILS 0 EACH END OF STRAP BAND JOIST TO TOP PLATE USE MODEL L7P4 BY'SIMPSON' ALL STRAPPING AT 16" O.C. BLOCKING 2 BAYS Li 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 1/2' SPACING ISSUES / REVISIONS CORNER STUD DESCRIPTION DATE No. THREADED ROD EMBEDDED 2-16d COMMON NAILS AT ISSUED FOR FILING z2/8/2024 01 12-1/2"INTO CONCRETE W/ 6' O.C. FOR FULL LENGTH 'SIMPSON'ET(HIGH STRENGTH OF STUD ° EPDXY ADHESIVE) ° ° CS20 CS20 COIL STRAP AT EVERY • ° ° ,—CS20 RAFTER ROOF RAPIER PROVIDE SOLID i � CS20 (SEE ROOF PLAN) BLOCKING AT ENDWALL ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY GREENTREE I I LTP4 ARCHITECTURE AND DESIGN (HEREIN KNOWN AS THE ARCHITECT) ARE AND SHALL RATAN SECURE COLLOR TIE TO R.R. WITH THE PROPERTY OF THE ARCHITECT. THEY ARE TO BE USED ONLY WITH RESPECT To THIS �� STUD TO BAND JOIST • PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT. SUBMISSION OR 1/2' THU-BOLTS WITH NUT AND I- DISTRIBUTION TO MEET OFFICIAL REGIAATORY REQUIREMENTS OR FOR OTHER PURPOSES N WOSHERS (2 MIN. EACH JOIST) J USE MODEL CS20 BY'SIMPSON' OF ICONNE ARCHITECTS CTECTS COMMTH THE ON uw NOT GHTT OR RE BE CONSTRUED S MGM IN D6i0� RIDGE SE FRAMING 3-10d NAILS 0 EACH END OF STRAP LTP4 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. PLANS 0 TOP PLATES TO STUD " USE MODEL SP6 (FOR 2 X 6 STUE SIMPSON SKEWABLE 'U' HANGER WALL) BY*SIMPSON' LSSU COIL STRAPS MAY BE USED Whitmire1116-10d NAILS TO STUDS HANGER SIZE TO MATCH DEPTH OVER SHEATHING. v ReS1�CIZCe H6 OF LUMBER 96o Marratooka Road USE MODEL SP4 (FOR 2 X 4 STUD WALL) BY"SIMPSON" 2" MIN. Mattituck, NY 6-10d NAILS TO STUDS GREENTREE TTOP PLATE TO STUD HIP RAFTER DETAILS COIL STRAP & COLLAR TIES CORNER HOLD-DOWN BAND JOIST TO SILL PLATE ARCHITECTURE &DESIGN 9 10 11 12 19 GREENTREE DRIVE Minimum two-ply OAKDALE,NY n769 TEL:(516)848-7439 Minimum four-ply truss for quantity V 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: 5tu�—to compo—plat onnections THIS DOCUMENT IS A VIOLATION OF NEW YORK eiefe 4' Min. do 12" Max. STRONG-DRIVE SDWF fL00R TO are require t the load path and are the STRONG-DRIVE SDWF FLOOR TO STATE LAW. Upper wall FLOOR SCREW BY SIMPSON responsibility of the Designer. FLOOR SCREW BY SIMPSON bottom plate STRONG-11E STRONG-TIE splice shown JOB NO. 2024-820 RED ARC DATE 12.8.24 y 9 DRAWN BY * �t SR t' Mln D Holdown FSC DATES TO STUD Lower wall J'� 031601 USE MODEL H6 (FOR 2 X 6 STUD offset to top plate y� SCALE WALL) BY'SIMPSON- �-- prevent Strong-Drive® splice shown OF B-10d NAILS TO STUDS SDS screw 4" Min. Perspective View of Comer AS NOTED B-10d NAILS TO TOP PLATE o interference Conditions with Double SDWF H6 HDUZ 31C THREADED ROD (Single SDWF similar GRADE A307 OR A T5 BETTER W/WASHER DRAWING TITLE No. TOP PLATE TO STUD FLOOR TO FLOOR HOLD-DOWN FLOOR SPAN CONN AND NUT ECTOR FLOOR TO FLOOR SCREW FLOOR TO FLOOR SCREW STRAPPING ST-I. 02 13 14 15 16 17 DETAILS i INSTALL 1" RIGID INSULATION / CUT TO FIT BETWEEN THE RAFTERS. FOAM SEAL BOTHSIDES ALONG /R WITH ��� CHASE WALLS / EXPANDING FOAM�SEA ANT. / ,jLPXEPR PENETRATION / ' rife MAINTAIIV EQUAL VENT SPACE / DING FOAM AT / / � -• ARCHITECTURE+ DESIGN,P.C. FOR LENGTH OF RIGID ETER OF PIPE / INSULATION » VENTED AIRSPACE 1/2 GYPSUM BOARD / PROFILE SHEATHING / ATTIC INSULATION 1x4 BLOCKING RE AT EXTERIOR WALL / NUOUS BEAD CON7IN000S BEAD OF AANT INSULATED EXTERIOR WALL PROVIDE INTERIOR SHEATHING AT EXTERIOR WALL AND CEILING CEILING GYPSUM BOARD EXTERIOR WALL SHEATHING PRIOR TO SOFFIT ASSEMBLY ADDER BLOCKING AS AIR BARRIER EXTERIOR INSULATED WALL CONTINUOUS BEAD CONTINUOUS BEAD " OF SEALANT CONTINUuuti ULAU OF SEALANT ' --_ __ ... HOYSE WRAP OF SEALANT SHEATHING AND CONTINUOUS BEAD EXTERIOR INSULATED WALL WOOD FRAME SOFFIT ASSEMBLY OF SEALANT INSTALL 1" RIGID INSULATION ---INTERIOR VERTICALLY TO CONNECT INSULATING CABINEIR CONTINUOUS MINIMAL SHEATHING TO RIGID INSULATION 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 .. STANDING FOAM SEALANT TUB:U CONTINUOUS MINIMAL � ROOF SKYLIGHT MANUFACTURED RECESSED LIGHT LTICLOSURE —ROOF RAFTER ATTIC MLATION TUB SURROU EXPANDING FOAM AT ME FLOOR RIGID INSULATION ATTIC JOISTS (BE 0 WINDOW PERIMETER ASSEMBLY R-VALUE/THICKNESS PER CUMATE CONTINUOUS BE OF CSEALANT ONTINUOUS BEAD OF SEALANT N PROVIDE BLOCKING A CONTINUOUS BEAD HVAC DUCT D(PANDING FOAM SEALANT STUD CAVITY AT TUB OF SEALANT AT EXTERIOR WALL PAINT COATING OVER GYP CONTINUOUS BEAD WOOD FRAME SOFFIT ASSEMBLY OF SEALANT INSULATED EXTERIOR AS AIR BARRIER STUD WALL THIN—PROFILE WALL OFF ADHESIVE BEAD PROVIDE INTERIOR SHEATHING Ad SHEATHING AT EXTERIOR WALL PRIOR CONTINUOUS BEAD F CONTINUOUS BEAD TO SOFFIT ASSEMBLY 11SEALANT E�ANDING FOAM SEALANT AT PERIMETER OF SEALANT 1 CONTINUOUS BEAD OF SEALANT CONTINUOUS BEAD REYWL AL CEILING EXPANDING FOA —., OF SEALANT —WOOD LIGHTING FIXTURE --WOOD FRAME FLOOR ASSSM86Y CONTINUOUS BEAD OF SEALANT CONTINUOUS BEAD OF SEALANT ELECTRICAL WIRE INTERIOR VER71CAL CONTINUOUS BEAD ISSUES / REVISIONS AT11C INSULATION CHASE OF SEALANT DESCRIPTION DATE No. TOP PLATE PLUMBING PIPE PROVIDE INTERIOR SHEATHING ISSUED FOR FILING 12/8/2024 of WOOD FRAMING AT EXTERIOR WALL PRIOR — —EXPANDING FOAM SEALANT TOP PLATE TO INTERIOR WALL SHEATH INTERIOR OF ASSEMBLY —CONTINUOUS MINIMAL ATTIC ACCESS TO EXPANDING FOAM AT EXPANDING FOAM +1" OF INSULATION L WINDOW PERIMETER WALL STUD SEALANT 1" RIGID INSULATION INTERIOR WALL STUD : WALL ACCESS PANEL DRAW ACCESS PANEL SNUG WITH PERIMETER SCREWS TRIM AS REQUIRED ALL DRAMINGS, SPEClFlCAnONS AND COPIES THEREOF FURNISHED BY GREENTREE FINISH CEILING ARCHITECTURE AM DESIGII (HEREIN IaowN As THE ARCHITECn ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THEY ARE TO BE USED 0 Y WITFI RESPECT TO THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT SUlON OR LADDER BLOCKING AS REQUIRED DISTRIBUTION TO MEET OFFICIAL REOAAMRY REOUREMENTS OR FOR OTHER PURPOSES R+ CONNECTION WITH THE PROJECT Is NOT M BE CONSiRIkD AS PUBLICATION R OEROOATION INSULATED EXTERIOR WALL OF THE ARCHITECTS COMMON LAW COPYRIGHT OR 01HER RESERVED MO M 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 �PIPE PENETRATION CONTINUOUS BEAD GREENTREE THtM ROOF OF ADHESIVE ARCHITECTURE &DESIGN PROVIDE BLOCKING AT MEMBRANE RAM BAR METAL RASHING COLLAR STUD CAVITY AT SHOWER OVERLAP OMW ONTO LOWER On MEMBRANE FLASHING CONTINUOUS BEAD AT EXTERIOR WALL LAYER OF ROOF MEWBIWE COLLIER.O\VW COLLAR OF OF SEALANT OOF CONTINUOUS BEAD OF RCNTO LOWER SRNGUES LAYER SEALANT LOWER LAYER OF ASPHALT CONTINUOUS BEAD OF SEALANT ROOF so i9 REE DRIVE OAKDALEDALE,NY 11769 --CONTINUOUS BEAD OF ADHESIVE LOWER LAYER OF FULLY LIPPER LAYER OF ASPMT TEL: i6 8 8 INTERIOR WOOD FRAMED WALL ROW CONTINUOUS BEAD WOI1ERm ROOF � � �5 ) 4 -7439 OF SEALANT �— != �\ LIPPER LAYER OF FULLY- EMAIL:greentreead@gmail.com 000 1/2" GYPSUM BOARD � � TILE SURROUND FINISH FLOOR STRUCTURE1,/—lx6 BLOCKING `� ` �` �� � \ atT RA�NE ARaiNO�' CEMENT BACKER BOARD ASSEMBLY \' �OVER� ° UNAUTHORIZED ALTERATION OF ANY ITEM ON INSULATED EXTERIOR `\ COLLAR THIS DOCUMENT IS A VIOLATION OF NEW YORK STUD WALL 1 \ r PLYWOOD M70G STATE LAW. WRH H-C11P5,CUT PLYWOOD THIN—PROFILE WALL CONTINUOUS BEAD ..............................E AROUND H LIP PCUTTPLYWO CONTINUOUS BEAD SHEATHING OF SEALANT INSULATED EXTERIOR WALL 5REOND PIPE n OF SEALANT JOB No. EXTERIOR WALL SHEATHING POLYISOCYANURATE 2024-820 aosm CELL FOAM ROO INSULATING SHEATHW IN CONTINUOUS BEAD ROD NO URETIWIE SEALW 3 LAYERS(1.5',r,1.5.1 ,�t ARC AT PIPE PERIMETER JOINTS STAGGERED CONTINUOUS SILL SEALER A, yj OF SEALANT DATE GYPSUMMANUFACTURED INTERIOR WALLBOARD SHOWER PA AS AIR BARRIER ROD�AlDA D URETHANE SEALANT AIR BARRIER �, 12.8.24 CONTINUOUS FULLY- — FULL WIDTH OF MUDSILL O AT PIPE PERIMETER MEMBRANE (AR BARM) PLYWOOD FOUNDATION WALL AS r PLYWOOD WITH H-Cups AIR BARRIER DRAWN BY EXPANDING FOAM ROOF RAFTER SR —FLOOR OD FRAME a CONCRETE SLAB AS �� 031601 o AIR BARRIER SCALE '9jF OF y� af—AAS NOTED.e n n DRAWING TITLE DWG No. • •a a AIR SEALANT ST-1. 03 3 DEW S 2 2 A2.01 VA2.01Er-O" 3'-2* ARCIIITECTURE+ DESIGN, P.C. 31-2 LINE OF STAIRS ABOVE NEW x (2) 2XEr RIM (TYP. POST WITH P644 COLUMN ACCESS PANEL WITH BASE BY SIMPSON STRONG I NEW 2XJ- FJ 0 16' D.C. VENT TO OUTSIDE TIE. TIE TO NEW 14'0 CONC. FULL HEIGHT SONOTUBE FOOTING MIN. 36 P.C. SLAB 81 CRAWLSPACE NEW 4' (OVER SLAB) 0 BELOW GRADE (TYP ALL) -0" TYP FOOTING FREESTANDING DECK - PROVIDE 12' THICK X 20' WIDE CONCRETE DO NOT FASTEN TO FOOTINGS WITH (2) 14 BARS CONTINUOUS STRUCTURE (TYPICAL ALL) TYP FOUNDATION 6" STUD AT REAR OF SERVICE PUMP ROOM FOR PROVIDE 8" WIDE 3000 PSI SHOWER AREA. PUMP BATHROOM EJECTOR NEW 2X8* FJ ® 16" D.C. PUMP. WIDTH 46* OR AS ROOM CONCRETE FOUNDATION WALLS W/ 0 REQUIRED BY #4 BARS 16' VERTICAL AND 18" 2 F STEEL STUD OVER MANUFACTURER NEW 4" • 26A§ S-9' HORIZONTAL D.C. HEIGHT TO SLAB EXISTING CMU. NEW I P.C. SLAB 8'-0" TO MATCH EXISTING INTERIOR DRYWALL IBATHROOM EXISTING UTILITIES TO REMAIN, NEW 7-9- HEIGHT. FASTENED TO STEEL SERVICE CLOSET TO HAVE r TYPE E. . Fm ?T. STUD. 'X' DRYWALL WALLS AND CEILING LINE OF OVERHANG I I,1" 6 A 2668 ABOVE C; NEW 44 ACQ TREATED POST WITH PB44 COLUMN SERVICE BASE BY SIMPSON STRONG ELECTRICAL Ic I:. CLOSET TIE. TIE TO NEW 14"0 CONC. SERVICE EXISTING CMU ca 2668 (2) 2X8* RIM (TYP.) SONOTUBE FOOTING MIN. 36' FOUNDATION TO REMAIN BELOW GRADE (TYP ALL) NEW SLAB Cn 2X8° FJ ® 16' D.C. b 57< 4'-lr 00 -,-,-FREESTANDING DECK 4' CONCRET17.SLAB 3000 PSI 0 28 DO NOT FASTEN TO DAYS. USE 1) x6*xl.4 WWF OVER 6 ( °D mil VAPOR BARRIER. PROVIDE 4" NEW 4"dia. PIPE COLUMN STRUCTURE GRAVEL BASE. TYP ALL NEW SLABS 7_4* WITH 242412" DEEP CONCRETE FOOTING �f TO CRAWL GYM AREA 2R EXISTING BLOCK WALL t UP FOUNDATION TO REMAIN EXISTING NEW PIPE S-0' UNDISTURBED BATHROOM 2668 )26M SERVICE L CLOSET 2668 L I.C. SLAB EXISTING BLOCK WALL COL_P!P!"� FOUNDATION TO REMAIN EXISTING STAIR TO LINE OF EXISTING DECK UNDISTURBED LINE OF EXISTING DECK CRAWLSPACE ABOVE EXISTING 2X8r" FJ 0 16" O.C. o ABOVE EXISTING BLOCK WALL EXIST PIPE COL TO 1.0 FOUNDATION TO REMAIN REMAIN CD UNDISTURBED EXISTING (3) 2X8' n i MAIN-OD e % NEW CMU EXTERIOR WALLS 0 ON NEW P.C. FOUNDATION WALL r= DECK POST TO BE NEW CMU TO BE C�l 6? U11 TO LANDING EXISTING NEW ANCHORED TO TOOTHED-INTO L INII G EXISTING CMU CONTRACTOR P.C. SLAB FOUNDATION EXISTING CMU. ALL ZPOSSIBLE HVAC LOCATION TO GROUT ALL WALLS TO BE GROUTED NEW POURED CMU SOLID ELECTRICAL 2 r STEEL STUD OVER SOLID. SERVING BM 1ST FL-7 CONCRETE BELOW HEADER SUB PANEL- NEW CMU. NEW INTERIOR NEW PIPE FOUNDA11ON 4' DRYWALL FASTENED TO L .................. WATER CID ABOVE GRADE AT STEEL STUD. NEW 4"dia. PIPE COLUMN ERVICE---, EXTENDED BASEMENT. WITH 242412" DEEP CL. (SEE TYP FOOTING lun 2068 LNDRY AND FOUNDATION CONCRETE FOOTING LINE OF SOFFIT ALIGN ABOVE NOTE) E5 ETR ETR NEW EXTERIOR DOOR WITH ETR ETR 0 SLAB c:k SADDLE. O:f DROP TOP OF 0 LINE OF FOUNDATION WALL 47 HEADER V) L D 206t PLAY ROOM '52 FOR NEW DOOR-------,, -41-- " RELOCATED 3068 ABOVE NEW rx27 WIDE STEEL LINTEL NEW 2X8" RR 0 1 5'-3* NEW 4' 1 WASHER/DRYER. P.C. SLAB ABOVE TOP PITCH " PER FOOT OUT CONTRACTOR TO PROVIDE EXISTING CMU COURSE CMU FOUNDATION AND P.C. NEW DRYER VENTING AS PER RCNYS NEW SS FOOTING TO REMAIN THREADED ROD "u 1 TO BE EXISTING BLOCK WALL CONTRACTOR A2.01 20'-2r FOUNDATION TO REMAIN INSTALLED INTO TO ROUT ALL 3'-6* EXISTING CMU SOLID UNDISTURBED FOUNDATION. )FIR NEW J5 REBAR 7 REI OW HEADER ANCHORED INTO NEW FOUNDATION AT 16" O.C. ETR ETR NEW FOOTING DEPTHTO MBEDMENT ISSUES REVISIONS MATCH EXISTING. FOOTING TO BEAR ON DESCRIPTION DATE No. UNDISTURBED SOILISSUED FOR FILING 12/8/2024 01 PROPOSED FOUNDATION PLAN ��2 PROPOSED BASEMENT PLAN SCALE: 1/4" = 1'-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 INS PROJECT AND ARE NOT TO BE USED ON ANY 07HER PROJECT. SUMSSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIRDADVIS 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: SQ 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. WITH BATTERY BACK-UP PER 2010 RCNYS R313.4.3 IN- 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. Mattituck, NY (D NEW JUNCTION BOX FOR NEW LIGHT/FAN FIXTURE EXTERIOR WALL CONSTRUCTION: VINYL SIDING OVER *TYVEK'HOUSEWRAP OVER 1/2'PLYWOOD SHEATHING. 2X6'WOW STUDS 16" D.C. WITH R-21 BATT INSULATION. 1/2" GYPSUM GREENTREE BOARD(INSIDE) TAPED AND SPACKLED ARCHITECTURE &DESIGN ALL POURED CONCRETE WALLS, FOOTINGS, PIERS AND GRADE BEAMS SHALL BE 3,000 PSI POURED 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. EXTERIOR STUDS TO REMAIN. INTERIOR DRYWALL AND FINISHINGS TO BE FOUNDATION DRAINAGE TO COMPLY WITH SEC11ON R405 OF THE 2010 RCNYS. FOUNDA11ON REMOVED, NEW R-15 BATT INSULATION W/X GYP. BD. 19 GREENTREE DRIVE WATERPROOFING; AND DAMP-PROOFING TO COMPLY WITH SECTION R406 OF THE 2010 RCNYS. EMM NEW INTERIOR WALLS TO BE 20 WOOD STUD 16'D.C. W/)f GYP. BD. OAKDALE,NY n769 ON EACH SIDE. UNLESS OTHERWISE NOTED, TEL:(516)848-7439 Me= NEW INTERIOR PLUMBING WALLS TO BE 2x6 WOOD STUD 16- D.C. W/)f EMAIL:greentreead@gmail.com GYP. BD. ON EACH SIDE UNLESS OTHERWISE NOTED. FOUNDATION NOTES: PROVIDE NEW PRE-HUNG MASONITE DOORS W/PAINTED FINISH AND UNAUTHORIZED ALTERATION OF ANY ITEM ON 1. BOTTOM OF FOOTINGS, AND SLABS SHALL BEAR ON SOIL Ell-HER COMPACTED FILL OR STANDARD HARDWARE, G.C. TO COORDINATE WALL THICKNESS. THIS DOCUMENT IS A VIOLATION OF NEW YORK UNDISTURBED SOIL OF 95% PROCTER DENSITY. ALL BOTTOM OF F001INGS SHALL BEAR ON NUMBERS DENOTE DOOR SIZE IN INCHES. STATE LAW. SOIL, UNDISTURBED HAVING A MINIMUM BEARING CAPACITY OF (2) TWO TONS PSF. Ig INDICATES PARALAM POSTS-DOWN.SEE PLAN FORSIZES, JOB No. 2. BOTTOM OF ALL FOOTINGS SHALL BE MINIMUM OF 3'-15" BELOW ADJACENT GRADE. STEP 13 INDICATES PARALAM POST UP 2024-820 FOOTINGS SHALL BE STEPPED AT 2'-0" HORIZONTAL: 1'-0" VERTICAL BM SIZE AS INDICATED 0 ARC, 3. ALL CONCRETE SLABS ON GRADE SHALL BE 4" THICK WITH A 12" PERIMETER. INDICATES CENTER OF STRUCTURAL BEAM DATE S 4. ALL BACKFILL MATERIAL SHALL BE OF SAME TYPE OF SOIL AS REMOVED DURING EXCAVATION. 2X1D-16'D.C. 12.8.24 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 RAFTER. 7. FOOTINGS P.T ARE TO BE INSTALLED ON UNDISTURBED VIRGIN SOIL. THE BOTTOM OF ALL FOOTINGS .=PRESSURE TREATED,ACO SR 0 601 ARE TO BE INSTALLED A MINIMUM OF 3' BELOW GRADE UNLESS OTHERWISE NOTED. ABBREVIATIONS: SCALE 8. ALL SNAP OFF FORM TIES ARE TO BE REMOVED AND REMAINING OPENINGS ARE TO BE SEALED. AS NOTED 9. FOUNDATION DRAINAGE TO COMPLY WITH SECTION R405 OF THE 2010 RCNYS. V.I.F. VERIFY IN FIELD P.C. POURED CONCRETE VL 10. FOUNDATION WATERPROOFING AND DAMP-PROOFING TO COMPLY WITH SECTION R406 OF THE O.0 CENTERLINE P.T.. ON CENTER HDR. HPRESSURE TREATED EADER DRAWING TITLE DWG No. 2010 RCNYS. C.j. CEILING JOIST U.O.N. UNLESS OTHERWISE NOTED F.J. FLOOR JOIST LVL LAMINATED VENEER LUMBER D.J. DECK JOIST H.H. HEADERHEIGHT U P R.R. ROOF RAFTER F.F. FIRST FLOOR SLAB ""'�UNDATION A-1• ol MC MEDICINE CABINET PNTD. PAINTED DF DOUGLAS FUR PLANS 2 2 A2.01 A2.01 B'-Dr " { WINDOW _ moo' ARCHITECTURE+ DESIGN, P.C. 17 MUDROOM Z o� 4RI.DN7'0 ., aid I PA 0 I I Co 3068 I I I 0 I I NEW WALL CONSTRUCTION: NEW WINDOW NEW WINDOW NEW WALL CONSTRUCTION: VINYL SIDING AS SELECTED BY OWNER VINYL SIDING AS SELECTED BY OWNER - - - OVER 1' RIGID INSULATION OVER )f COX 6*1 15'-0" 6 OVER 1" RIGID INSULATION OVER)r CDX PLYWOOD. 2X6 WOOD FRAMING- 16' O.C. PLYWOOD. 2X6 WOOD FRAMING- 16' O.C. R-21 BATT INSULATION. )r GYPSUM R-21 BATT INSULATION. h' GYPSUM BOARD SHEATHING INSIDE, TAPED AND BOARD SHEATHING INSIDE, TAPED ANDLO , SPACKLED. 3 3 SPACKLED. KITCHEN O p Z Z i (RENOVATION) Z M BEDROOM #3 ' / N FURRING INSTALLED FOREXISTING WOOD STUDS A FLUSH NEW Z S R13BATT�INSULATiON INSTALLED IN oTH THE NEW 6' STUDS. o ------ NEW STAIRS DOWN -- — — TO PATIO I EXISTING CAVITY. NEW INTERIOR ISLAND i' ——————— — DRYWALL, TAPED AND SPACKLED TO 14'-0" 5'-0" 5-11�" 3'-6�r FINISH. EXISTING I 2' 10" 7'-5" " INEW 6'-0" SLIDING DOOR ( 2068 2065 NEW WINDOW 2-g I ° CL 7 GIL _ CL 3'-9" 9'-9" 2668 2068 0 S-Or 5'-5�• 1_3'-C" 0 2668 ® 2MB 2668 0 z BATH INK CL ob — — — ZssB : EXISTING SCREEI•IED DECK a z o 01 C2068 L DINING ROOM �='`-'0 TO REMAIN _ o I ^ PRIMARY 2sse Z z — -- BATH 668 CONTRACTOR TO REMOVE 0 DECK, FJ'S AND BEAM TO o .4- BEDROOM #2 ACCESS ROOF AREA MILLWORK AS BELOW. 1' �' SELECTED BY 2'-8' I 3'-2" PDR OWNER NEW SINGLE-PLY ROOF RM MEMBRANE WITH ALL Z o RELATED FLASHIIJGS TO 24" POCKET 0 N 6'-6" 13'-8r BE INSTALLED OVER INSULATION BOARD, OVER DOOR WIC EXTERIOR GRADE Ic PLYWOOD. 6 BATH WIN DOUBLE WINDOW I 1 0 ONCE COMPLETE, DECK IS 5'-O� EXISTING IV DOUBLE WINDOW TO BE RETURNED TO IT'S Z LIVING ROOM SLOPE ry�� ORIGINAL CONDITION. PRIMARY IBEDROOM EXISTING WOOD STUDS TO REMAIN. NEW R-13 BAIT INSULATION INSTALLED IN W W I EXISTING CAVITY. NEW INTERIOR DRYWALL, TAPED AND SPACKLED TO 1 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" = l'-O" A1.02 SCALE: 1/4" = l'-0" ALL DRAWINGS. SPECIFICATIONS AND COPIES THEREOF FURNISHED BY GFIM01 EE 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. SUMSSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES N CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION N DEROGATION OF THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERWFD RIGHTS. NOTES: Proposed Addition to Residence Q SMOKE ALARM TO BE HARD-WIRED TO ELEC. WITH BATTERY BACK-UP PER 2010 RCNYS .2 Whitmire Residence CARBON MONOXIDEOXIDE DETECTOR TO BE HARD-MIRED TO ELEC. WITH BATTERY BACK-UP PER 2010 RCNYS R313.4.3 6o Marratooka Road O W- WINDOW D- DOOR S-SKYLIGHT(SEE SCHEDULE) 9 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 24' PER 2020 RCNYS SEC11ON R310, Q NEW JUNCTION BOX FOR NEW LIGHT/FAN FIXTURE GREENTREE VINYLOR WALL DING OVERNTYVEK'CONSTRUCTION: OVER 1/2'PLYWOOD SHEATHING. ARCHITECTURE &DESIGN 2X6" WOOD STUDS 16'O.C. WITH R-21 BATT INSULATION. 1/2' GYPSUM BOARD (INSIDE)TAPED AND SPACKLED [� EXISTING WALL TO REMAIN i9 GREENTREE DRIVE EXTERIOR STUDS TO REMAIN. INTERIOR DRYWALL AND FINISHINGS TO BE OAKDALE,NY n769 REMOVED, NEW R-15 BATT INSULA11ON W/)f GYP. BD. TEL:(516)848-7439 EMAIL:greentreead@gmail.com NEW INTERIOR WALLS TO BE 20 WOOD STUD 16'O.C. W/Xt GYP. BD. ON EACH SIDE UNLESS OTHERWISE NOTED. NEW INTERIOR PLUMBING WALLS TO BE 2x6 WOOD STUD 16'D.C. W/)r 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 BRED ARC, INDICATES PARALAM POST UP DATE BM SIZE AS INDICATED 12.8.24 y �`9 ��•�I INDICATES CENTER OF STRUCTURAL BEAM DRAWN BY 2x10-16.O.C. CEILING JOISTS-10'-7'AFF SR �J`9�` 031 sot O INDICATES FLOOR JOIST,DECJ JOIST,CEILING JOIST,ROOF RAFTER. SCALE P.T.=PRESSURE TREATED,ACQ AS NOTED ABBREVIATIONS: V.I.F. VERIFY IN FIELD P.C. POURED CONCRETE DRAWING TITLE DWG No. ITL CENTER LINE P.T. PRESSURE TREATED O.C. ON CENTER HDR. HEADER FLOOR C.J. CEILING JOIST U.O.N. UNLESS OTHERWISE NOTED A-1. 02 F.J. FLOOR JOIST LVL LAMINATED VENEER LUMBER D.J. DECK JOIST H.H. HEADER HEIGHT PLANS R.R. ROOF RAFTER F.F. FIRST FLOOR SLAB MC MEDICINE CABINET PNTD. PAINTED I I -�- . �°, ARCHITECTURE+ DESJGN, P.C. 2 A2.01 �� v Lj FULL ICE AND WATER SHIELD AT LOW SLOPE oo p X I ROOF AREA (3:12) co V) w LINE OF WALL BELOW LIJ — — — ` — — ROOF CONSTRUCTION + v 1� —j NEW 40 YR ARCHITECTURAL NEW NEW ASPHALT ROOFING SHINGLES TO -� MATCH EXISTING OVER 30# FELT SLOPE I Z SLOPE I PAPER. W MIN. PLYWOOD SHEATHING. PROVIDE ICE AND NEW 2x8 RR NEW 2x8 RR WATER SHIELD AT ALL VALLEYS @ 16" O.C. ® 16„ O.C. AND PERIMETER PER RCNYS AND MFG. NEW ALUMINUM GUTTERS TIED TO NEW DRYWELL COLOR AS SELECTED BY OWNER. / I POST DOWN TO SUPPORT NEW RIDGE SISTER NEW ROOF I ( RAFTERS TO EXISTING I EXISTING EXISTING SLOPE SLOPE — — — — I I � w z � I o w N I I I EXISTING SLOPE I I I — I EXISTING EXISTING SLOPE SLOPE � I I 1 ( A2.o1 I ISSUES / REVISIONS IDESCRIPTION DATE No. ISSUED FOR FILING 12/8/2024 01 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 DISTRIBU71ON TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES N CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION N DEROGATION OF THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS. Proposed Addition to Residence 1 PROPOSED ROOF PLAN ,,- Whitmire Residence IV A1.03 SCALE: 1/4" = l'-O" � FRAMING NOTES: 9 6o 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:(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 D ARO 5. STUD TO DOUBLE PLATE: DATE �o�� PROVIDE TWO H2-5A TWISTED STRAPS @ EACH STUD; AS MANUFACTURED BY 12.8.24 y 9 � SIMPSON STRONG TIE. DRAWN BY >k 6. RAFTERS TO DOUBLE PLATE: SR PROVIDE H2.5 TWISTED STRAPS (2) EACH RAFTER AS MANUFACTERED BY oslsol SIMPSON STRONG TIE. SCALE OF NE`i'�� 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. o3 PLAN NEW CONSTRUCTION EXISTING SHINGLE ROOF CONSTRUCTION GUT RENOVATION OF INTERIOR: NEW 40 YR ARCHITECTURAL ASPHALT - REMOVE INTERIOR DRYWALL ROOFING SHINGLES TO MATCH EXISTING OVER - EXISTING STUDS TO REMAIN SPRAY FOAM ROOF RAFTERS 30# FELT PAPER. V MIN. PLYWOOD oleccj A/ - NEW INTERIOR BATT INSULATION AT CATHEDRAL CEILING TO MIN SHEATHING. PROVIDE ICE AND WATER SHIELD. - NEW INTERIOR DRYWALL, TAPED AND SPACKLED R-10 VALUE. AT ALL VALLEYS AND PERIMETER PER RCNYS ARCHITECTURE+DESIGN, P.C. REMAINDER OF ROOF INSULA AND MFG. TO MIN R-49 DECK LIVING ROOM 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 THRU-BOLTED STAGGERED -REMOVE THE EXISTING DECK, JOISTS AND CONTRACTOR TO REMOVE LEDGER BOARD 16" _ ; -INSTALL NEW FLASHING MEMBRANE GABLE WALL TOP PLATE _i �, ` EXISTING DECK FRAMING AND AGAINST EXTERIOR WALL AND RETURN ON FLOORING TO ACCESS NEW TOP OF ROOFING UNDRLAYMENT GABLE END WINDOW HEADER AT EXTENSION -REINSTALL EXISTING LEDGER BOARD WITH _. SIMPSON DECK TENSION TIE DTT2-SS NEW (3) 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 r PER FOOT NEW WINDOW TYPE AS SELECTED BY OWNER. MUST NEW ROOF RAFTER WITH BATT EXIST FJ'S TO REMAIN MEET NYSECCC 2020 INSULATION 2x8 0 16 0,c. ~ " SILL HEIGHT OF NEW WINDOW `� � EXIST NOT LESS THAN 24" AFF NEW ANCHOR BOLT TO BE 8x8 HEADER = N INSTALLED INTO GROUTED NEW DRYWALL ON 2x10 LEDGER FASTENED TO w BLOCK BELOW <.. FURRING STRIPS NEW STRUCTURE a x R-3.5 FOAM FUR OUT CL ,"- . .,- BOARD ADHERED NEW ROOF RAFTER AS NEEDED AT LOW SLOPE REAR ROOF TO CMU WALL TOP PLATE ANCHORED TO INTERIOR STUD FASTENED TO 8x8 HEADER AREA, CONTRACTOR TO INSTALL 12 CMU WALL WALL TO BE CONTINUOUS ICE AND WATER INSULATED WITH SHIELD R-13 BATT. _ CONTRACTOR TO INSTALL (10) BASEMENT o PLAYROOM ALUMINUM GUTTERS AS COURSES OF CMU IN COURSE WITH o THE EXISTING BLOCK WALL. TOOTH ' ENTRY z SELECTED BY OWNER IN NEW CMU INTO EXISTING. ^ GROUT SOLID. #5 REBAR FULL " 00 HEIGHT WALL. u LINE OF EXIST FOOTING AND CMU OVERHANG DIMENSIONS TO FOUNDATION BEYOND MATCH EXISTING T.O. CURB HT HDG RAFTER TIE DOWN BY SIMPSON STRONG TIE NEW WALL GRADE (PAVED) '• CONSTRUCTION: VINYL SIDING AS SELECTED BY NEW FOOTING AND ' • .: : '' OWNER MUDROOM KITCHEN FOUNDATION. SEE ' ' • ' ' OVER 1" RIGID INSULATION FOUNDATION PLAN OVER )f CDX PLYWOOD. 2X6 WOOD FRAMING- 16' O.C. T R-21 BATT INSULATION. V GYPSUM BOARD SHEATHING INSIDE, TAPED AND SPACKLED. R-19 BATT INSULATION IN N CONS UCTION EXISTING FLO1 PROPOSED SECTION AT LOWER LEVEL CMU HDG JOISTS DG ANCHOR BOLTS A2.Ot SCALE: 1/2" = 1'-0" FOUNDATION WALLS PROVIDE 10" WIDE 3000 PSI, AIR ENTRAINED PC •�: FOUNDATION WALLS WITH 14 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. DESCRIPTION DATE No. CRAWLSPACE '• BATHROOM ISSUED FOR FILING iz/8/2024 Ol GRADE (VARIES) WITH ACCESS HATCH 'SIMPSON* HDQ8 2-16d COMMON NAILS HOLD-DOWN 0 6" O.C. FOR FULL LENGTH BASEMENT SLAB OF STUD I —)I—III ( 6" CONCRETE SLAB 3000 PSI 0 28 I—) I I—I ( ( '' • DAYS. USE 6"x6"xl.4 WWF OVER 2" a o FOAM BOARD 6 mil VAPOR BARRIER. PROVIDE R4" GRAVEL BASE NJ ( I (-I I I ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY GREENTREE ARCFWTECTURE AND DE�CN (HEREIN KNOWN AS THE ARCHITECT BE USED )ARE AND SHALL REMAIN I I-I I I ( • ° PROJECT AND ARE NOT OF THEI0BE USED ONTHEY ARE �ANY OTHER PROJECT. SUBM VNTH �ONTO TMOR IS O DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION 0 AAOF THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS. ' •... d. •'� ♦... d. -I I I Y • • v �•• Proposed Addition to Residence Whitmire Residence 2 PROPOSED SECTION AT KITCHEN EXTENSION 96o Marratooka Road A2.01 SCALE: 1/2" = l'—O" Mattituck, NY GREENTREE ARCHITECTURE &DESIGN PROVIDE SOLID BLOCKING 0 i9 GREENTREE DRIVE OAKDALE,NY n769 ENDWALL TEL:(5i6)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" ET (HIGH STRENGTH EPDXY ADHESIVE) 2024-820 RED AR DATE12.8.24 ��� o BY A. s fA�'yi��` 3 TYPICAL HOLD DOWN DETAIL DRAWN SR A2.01 SCALE: 1/4" = l'—O" SCALE ��,9 031601 0 AS NOTED 4F NE`N y DRAWING TITLE DWG No. SECTIONS A-2. of l !j E e 66 ARCHITECTURE+DESIGN, P.C. CRAWLSPACE FOUNDATION AND SLAB TO BE 15'-9r 16'-3j' 8'-2r REMOVED ENTIRELY. CONTRACTOR TO EXTERIOR WALL TO BE REMOVED STRUCTURE, ROOF, PROPERLY DISPOSE OF r-�--_----__—__--_ _lllll_lTl II� RIOR J J MATERIAL OFF SITE -- I SKYLIGHT TO BE EXTERIOR WALL REMOVED AND DOOR TO BE � ' REMOVED r o CONTRACTOR TO REMOVE EXTERIOR WALL AND I I I I I EXTERIOR rl FRAMING. -------I WINDOW TO l___—__J WALL TO BE E BAY WINDOW OVERHANG BE REMOVED REMOVED ? ABOVE TO REMAIN 7- -- -_--- ----- UNDISTURBED.- ��R i =f7i-I---�_;--�-rj- Tom_ _ _ SKYLIGHT TO BE I , REMOVED EXISTING ELECTRICAL (---i SERVICE TO REMAIN. �--1-�—��----�-,.-�-) 7'-2" \� I i i I i WALL TO ROOF ABOVE BAY BATHROOM UNCONDITIONEDB S w I KITCHEN WINDOW TO REMAIN I �- NEW SLID NG GLASS DOOR EXISTING GIRDER TO I ALL KITCHEN REMAIN. CONTRACTOR TO I BEDROOM I2 r---� PROPERLY SUPPORT MILLWORK TO ( r----- -�--- ----- --'--'------"-----'--"---� DURING COLUMN INSTALL I I BE REMOVED. BLOCK FOUNDATION TO I ________ W D ALL INTERIOR WALLS AND SCREW JACK SUPPORTS REMAIN I--- / i FINISHES TO BE REMOVED i TO BE REMOVED I CLOSET TO BE CHIMNEY TO BE LINE OF DECK ABOVE TO \ EXISTING STAIRS TO N�0_ . REMOVED REMOVED WASHER/DRYER TO BE I BE REMOVED AS CHIMNEY TO BE REMOVED CRAWLSPACE TO REMAIN __ - LAUNDRY ROOM RELOCATED TO ` CHIMNEY TO BE REMOVED NECESSARY TO EXPOSE �� INTERIOR WALL TO BASEMENT ROOFING. BOILER TO BE REMOVED FLOOR JOISTS, GIRDERS, I REMAIN I -- AND COLUMNS TO REMAIN ' ' —1--- ---- -- -- __ __—__-tl_ E3\- ==-----r=---=zf �- -- -- ----- ,-,------ ------ , EXISTING DECK :SUPPORT ' ' I PRIMARY BEDROOM TO REMAIN UNDISTURBED. I I � ' ; I I CLOSET S1- ; ; Sd" , SCREW JACK SUPPORTS — e — J 1_ _ TO BE REMOVED _— — — — CONTRACTOR TO REMOVE BLOCK FOUNDATION TO — -- - NOTE: EXISTING I ~ — ; I — I �' i REMAIN r----r-1T ( �------ EXTERIOR BLOCK WALL -------I I------- CRAWLSPACE TO REMAIN ALL INTERIOR WALLS AND ( I I STAIR NEW WALL WILL BE II I �I FINISHES TO BE REMOVED I I I I I I TOOTHED-IN TO EXISTING I _ -- �C_-- OIL TANK TO BE I I------ " ( ( --------J L----- ----- WALL SOIL TO 13E , STABILIZED DURING REMOVED EXISTING ELECT ,. , , LIVING ROOM � �------ �--= BATHROOM - - - - REMOVAL F' - - SUBPANEL TO II ROOF ABOVE SCREENED , REMAIN. I I I IN PORCH TO REMAIN I r _T1I _I� ( -- -- -- -- -- �- -- -- �- - ALL INTERIOR WALLS AND ® � FINISHES TO BE REMOVED WALL AND DOOR TO BE ' �------ i 'U------- I ------ REMOVED ----- __--- 00 NOTE: GUT RENOVATION NOTE: GUT RENOVATION _ INTERIOR DRYWALL TO BE INTERIOR DRYWALL TO BE i I REMOVED DOWN M THE ( REMOVED DOWN TO THE I EXISTING SUPPORT ---"- i EXISTING STUD FRAMING. EXISTING STUD FRAMING. I HEADER TO REMAIN TYPICAL AT ALL WALLS , STAIRCASE TO BE THROUGHOUT THE TYPICAL AT ALL WALLS o WALL AND REMOVED BUILDING, 2 BUILDING.THROUGHOUT THE 2 I EXPANDED NOTE: GUT RENOVATION NO EXTERIOR DOOR EXPANDED NOTE: GUT RENOVATION NO TO BE REMOVED. F OTING UNCONDITIONED WORK M THE EXTERIOR SIDING OR ( WORK TO THE EXTERIOR SIDING OR CONTRACTOR TO REMOVE ROOFING WILL BE PERFORMED. PROJECT IS TO REMAIN BASEMENT I DECK AND FRAMING TO AN INTERIOR RENOVATION ONLY; DRYWALL BEDROOM #3 ANONTERIOR RENOVATION ONLY, DRYWALL RYWALL 00 ACCESS THE ROOF OF M 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' REMAIN EXISTING SUPPORT 1 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 DURING REMOVAL ISSUES / REVISIONS DESCRIPTION DATE No. 1 FOUNDATION DEMOLITION PLAN 2 FIRST FLOOR DEMOLITION PLAN 3 SECOND FLOOR DEMOLITION PLAN ISSUED FOR FILING 12/8/2024 01 DEMO NOTES PER TOWN /18/202 02 D 1.01 SCALE: 1/4" = 1'-0" D 1.01 SCALE: 1/4" = 1'-0" D 1.01 SCALE: 1/4" = 1'-O" ALL DRAWINGS. SPECIFICATIONS AND COPIES THEREOF FURNISHED BY GREENTREE ARCHITECTURE AND DESIGN (HERON KNOWN AS THE ARCHITECT') ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THEY ARE TO BE USED ONLY WITH RESPECT TD THIS NOTES. PROJECT AND ARE NOT TO BE USED ON ANY 07M PROJECT. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNEC71ON WITH THE PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION NJ DEROGATION S ® SMOKE ALARM TO BE HARD-WIRED TO ELEC. WITH BATTERY BACK-UP PER OF THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHT 2010 RCNYS R313.1.2 CARBON MONOXIDE DETECTOR TO BE® BACK-UP PER 2010 RCNYS R3 3.43 HARD-PARED 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 EG MINIMUM OPENABLE WIDTH OF 20' AND A CLEAR OPENABLE HEIGHT OF 24' PER 2020 RCNYS SECTION R310. Whitmire Residence (D NEW JUNCTION BOX FOR NEW UGHT/FAN FIXTURE 96o Marratooka Road EXTERIOR WALL CONSTRUCTION: Mattituck, NY VINYL SIDING OVER 'TM' 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 L� EXISTING WALL TO REMAIN GREENTREE EXTERIOR STUDS TO REMAIN. INTERIOR DRYWALL AND FINISHINGS TO BE ARCHITECTURE &DESIGN REMOVED, NEW R-15 BATT INSULATION W/)f GYP. BD. OMM NEW INTERIOR WALLS TO BE 2x4 WOOD STUD 16' O.C. W/)' GYP. BD. ON EACH SIDE UNLESS OTHERWISE NOTED. ig GREENTREE DRIVE NEW INTERIOR PLUMBING WALLS TO BE 2x6 WOOD STUD 16'D.C. W/)f OAKDALE,NY 11769 GYP. BD. ON EACH SIDE UNLESS OTHERWISE NOTED. TEL:(516)848-7439 PROVIDE NEW PRE-HUNG MASONITE DOORS W/PAINTED FINISH AND EMAIL:greeTYtreead@gmail.com 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 %f D ARC 2X1D-16'D.C. DATE I CEILING JOISTS- 10'-7'AFF 0 `off pal 12.8.24 9 INDICATES FLOOR JOIST,DECJ JOIST,CEILING JOIST,ROOF RAFTER. P.T.=PRESSURE TREATED,ACQ DRAWN BY ABBREVIATIONS: SR J, �A 031601 V.I.F. VERIFY IN FIELD P.C. POURED CONCRETE SCALE '9 +�F (�� Ct 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. DECKJOIST N.H. HEADER HEIGHT DRAWING TITLE DWG No. R.R. ROOF RAFTER F.F. FIRST FLOOR SLAB MC MEDICINE CABINET PNTD. PAINTED DEMOLITION DF DOUGLAS FUR D-i. ol PLANS I i ROOF CONSTRUCTION NEW 40 YR ARCHITECTURAL ASPHALT ROOFING " _ SHINGLES TO MATCH EXISTING OVER 30j FELT 11 ARCHITECTURE+© DESIGN P.C.a PAPER. �" MIN. PLYWOOD SHEATHING. PROVIDE ' ICE AND WATER SHIELD AT ALL VALLEYS AND 2 PERIMETER PER RCNYS AND MFG. NEW ALUMINUM GUTTERS TIED TO NEW DRYWELL. EXPANDED NOTE: GUT RENOVA110N NO COLOR AS SELECTED BY OWNER. WORK TO THE EXTERIOR SIDING OR ROOFING WILL BE PERFORMED. PROJECT IS NEW WALL CONSTRUCTION: AN INTERIOR RENOVA11ON ONLY; DRYWALL VINYL SIDING AS SELECTED BY OWNER I TO BE REMOVED, MISSING SECTIONS OF OVER 1" RIGID INSULATION OVER )r CDX INSULATION WILL BE INFILLED AND NEW FM PLYWOOD. 2X6 WOOD FRAMING- 16" O.C. DRYWALL INSTALLED. TAPE AND SPACKLE EXPANDED NOTE: GUT RENOVATION NO TO FINISH. WORK TO THE EXTERIOR SIDING OR ® R-21 BATT INSULATION. )� GYPSUM E1 ROOFING WILL BE PERFORMED. PROJECT IS R BOARD SHEATHING INSIDE, TAPED AND 2849 DH 4649 FIXED 2849 DH 3430 DH AN INTERIOR RENOVATION ONLY; DRYWALL 2$30 DH SPACKLED. - TO BE REMOVED, MISSING SECTIONS OF J INSULA11ON WILL BE INFILLED AND NEW DRYWALL INSTALLED. TAPE AND SPACKLE " TO FINISH. FPI 030 D 2849 DH 4649 FIXED 2849 DH Lj UM0D. 3049 DH 3049 DH .� FIN. FLOOR HT. 0'-0" NEW CMU EXTENSION UNDER DECK. SEE SECTION SHEET A2.O1----_,,' I ull It= E1R E1R GRADE (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. 1 EAST SIDE ELEVATION 2 NORTH SIDE ELEVATION A2.02 SCALE: 1/4" = l'-0" �12 SCALE: 1/4" = 1'-O" ISSUES / REVISIONS ROOF PITCH TO MATCH DESCRIPTION DATE No. EXISTING ISSUED FOR FILING 12/8/2024 of 2 DEMO NOTES PER TOWN 48/202 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 D 030 D INSULATION WILL BE INFILLED AND NEW DRYWALL INSTALLED. TAPE AND SPACKLE TO FINISH. ALL DRAWINGS, sPECIFlCATIONs AND ODPIES THEREOF FURNISHED BY GREENTREE EXIS EC ARCHITECTURE AND DESIGN (HEREIN KNOWN AS THE ARCHITECT) ARE AND SHALL REMAIN 43O DH 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 REWREMENTS 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 60 D 96o Marratooka Road ETR o Mattituck, NY 284JDH GREENTREE FIN. FLOOR HE 0'-0" ,, ARCHITECTURE &DESIGN 19 GREENTREE DRIVE OAKDALE,NY 11769 NEW 1 STORY ADDITION TEL:(516)848-7439 EMAIL:greentreead@gmail.com GRADE INTERIOR RENOVATION AND WINDOW REPLACEMENT ONLY Ir NEW 2 STORY ADDITION Ir UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS DOCUMENT IS A VIOLATION OF NEW YORK STATE LAW. JOB No. 2023-050 Oct DATE 05.18.23 3 WEST SIDE ELEVATION DRAWN BY A2.02 SCALE: 1/4" = l'-O" SR '9 Q �� 031601 SCALE OF y AS NOTED DRAWING TITLE DWG No. ELEVATIONS A-2. 02 'B' ARCHITECTURE+DESIGN, P.C. f 2830 DH NEW CMU EXTENSION UNDER DECK. SEE SECTION SHEET A2.01 NEW 1 STORY ADDITION NEW 2 STORY ADDITION INTERIOR RENOVATION AND WINDOW REPLA 'N Lioul 0 1 1 1 1 1 LY GRADE �. NEW CONSTRUCTION (. 1 SOUTH SIDE ELEVATION A2.03 SCALE: 1/4" = l'-O" ISSUES / REVISIONS DESCRIPTION DATE No. REVISION 9/30/23 of REVISION PER OWNER 1/11/24 02 REVISION PER TOWN 9/24/25 0 ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY GREENTREE ARCHITECTURE AND DESIGN (HEREIN M M AS THE AR�TECT) 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 DIM PURPOSES IN CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON LAW COPYRIGHT OR 07NM RESERVED RIGHTS. Proposed Addition to Residence Whitmire Residence 96o Marratooka Road Mattituck, NY GREENTREE ARCHITECTURE &DESIGN 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 �REO ARC DATE G oft A. SS,,�'S'�j� 05.18.23 9 DRAWN BY SR kp�x 031601 SCALE 4 OF AS NOTED DRAWING TITLE DWG No. ELEVATION A-2. 03 -� ARCHITECTURE+DESIGN, P.C. MAXIMUM ENVELOPE _ ROOF HT. (+,(-) 25'-6" ABOVE GRADES ROOF PITCH TO MATCH -- / EXISTING ® 030 D 030 D RR 030 D ETR O 2849 DH LL L LEE s: EXISTING GRADE NEW 1 STORY ADDITION GRADE 38'-8" TO PROPERTY UNE NEW 2 STORY ADDITION OVER 90'-0" TO PROPERTY UNE SKY PLANE ELEVATION-SIDES A2.04 SCALE: 1/4" = 1'-o" ISSUES / REVISIONS DESCRIPTION DATE No. ISSUED FOR FILING 12/8/2024 01 ALL DRAWINGS. SPEC61CA710NS AND COPIES THEREOF FIgtNISHED BY GREENTREE ARCHITECTURE AND DESIGN (HEREIN KNOWN AS THE ARCHTECT) ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THEY ARE 1D BE USED ONLY WITH RESPECT TO THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT. SUBMISSION OR DISTRIBU71ON TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECRON WITH THE PROJECT IS NOT TO BE CONSTRUED AS PUSUCA71ON IN DEROGATION OF THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS 2$30 DH Proposed Addition to Residence Whitmire Residence 96o Marratooka Road Mattituck, NY 3049 DH 3049 OH 8 \ GREENTREE ARCHITECTURE &DESIGN 79 GREENTREE DRIVE OAKDALE,NY 17769 TEL:(576)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 UNE STATE LAW. JOB No. 2023-050 ��RED ARC DATE 05.12.25 9 DRAWN BY * Tk r-2 SKY PLANE ELEVATION-REAR SR �, " - I- 031601 A2.04 SCALE: 1/4 1 0" SCALE OF y AS NOTED DRAWING TITLE DWG No. SKY PLANE A-2, o 4 COMPLIANCE Glenn Goldsmith,Presi&.L.� - ���Q ���� �' Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 0 Eric Sepenoski W ,2 P.O.Box 1179 Liz Gillooly �y • o�� Southold,NY 11971 Elizabeth Peeples ��! �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Completed in field by: Traci's Permits on behalf of WILLIAM & ERICA WHITMIRE request a Wetland Permit to construct additions and alterations to the existing two-story dwelling consisting of removing-existing screened porch, extend foundation ±56 sq.ft. and construct a new ±10'x20° screened-in porch with entry steps; construct a 47sq.ft. (footprint) one-story addition; construct a 95sq.ft. (footprint) two-story addition; reconstruct portion of a ±14' long wall to add a sliding door and a proposed ±8'x6' entry platform with steps; and to install a drywell to contain roof runoff. Located: 960 Marratooka Road, Mattituck. SCTM# 1000-115-9-8.1 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt. 275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: Present Were: G. Goldsmith N. Krupski E. Sepenoski L. Gillooly E. Peeples I A 0S. ��� o"o< ���P "K- SYMBOL LEGEND do � aN 3 9 0 MONUMENT FND I z W f 3 C) a 0 I.P. /LB FND O O b Q i w �aF �1 I.P. /I.B. SET I +oSae SPOT ELEVATIONS 0 UTILITY POLE I (s �� L i zzo GUY WIRE * L N UTILITY POLE W/LIGHT LANDWARD LIMITS OF TIDAL WETLANDS, °a LIGHT POLE FLAG(TD BY COLE ENVIRONMENTAL c o SERVICES ON 10/31/24 W SIGN > o 0 yY FIRE HYDRANT t o-- PVC FENCE (PVC) TAX LOT 13 \ t ¢- STOCKADE FENCE (STK) oa UO —x— CHAIN LINK FENCE (CLF) ' 1 WIRE FENCE O r z (0 MANHOLE x t 1 O o P za4 0 "A"-INLET � �'�.� _• t 1, 1 � O z N o Fffl "B"-INLET 1'WF 146.50 (DEED) 0 YARD INLET 13• ' , ; ` N L U o w YARD INLET 3 S84049'30"E� 147.67' ACTUAL `, 1 � w N A/C UNIT 6' CHAIN LIN FEN.4Lfi -�- PVC ` �-- U~W LL ry 1nz� © ELECTRIC METER ., �/ �C FEN J O 1 ; r E. w a z © GAS METER STK 3.5' 12.0' Q 1 L(� z o n WATER METER x $ FEN az -- �' `1 ` •n�n`` z o o p ^�� C FEN 3.5' v DILAP WOOD W I z F m o pQ GAS VALVE Q 0,4• 6' CHAIN z_ - w \RET. WALL 1 \ � - o z U a WATER VALVE ^ LINK FEN. - N o N 1 3 / �! Q z_f.5 3 Q, TEST HOLE ` Q - a TREE x 2 n OH a SHRUB '`�9 OH —OH OH OH OH )H OH --'O � ` � \ - O w o 12 = • BOLLARD o 4 ® WETLAND FLAG Y M EOC ^�,� 1 W ` o z D.C. DEPRESSED CURB Z c 1 �+ ;w ; \ no a=z J FE. FENCE x z 93' l a i z x MAS. MASONRY _ Q ;a- •\ O Q o w PLAT. PLATFORM o 5.9 1 U w 4 :r 5.7' 2 STORY 9.3' �' -z -- W.W. WINDOW WELL 25, ' 1 o w g m 0 z FRAME u B/W BAY WINDOW o6 .BUILDING - ` W j ID w w 2 C/E CELLAR ENTRANCE �F. 0D 6p Tp EOC m a >sF 0/H OVERHANG 2 32 1 r7 5.9 �.$' N ASPHAL_[RIVEWAY 1 o: SH ad W/ BL')CL CURB R/0 ROOF OVER x D a o m CANT. CANTILEVER o 4.3 25.7' ► o u Q -► LANDWARD LIMITS OF TIDAL WETLANDS, �> G.O.L. GENERALLY ON LINE Y a=m o w M y�P FLAGGED BY COLE ENVIRONMENTAL a o ® CROSS CUT 0 9.5 - w � �� a t 1 V) t o p Q STAKE L t co BRICK COt C. 0?FI �U oo a' 12.0' z 3 ��E �� ^ SERVICES ON 10/31/24 50, u e o 1 z SHED 0/L ON LINE C. x o �N� _-ry (n r F R.O.W. RIGHT OF WAY h w y PROPOSED { ' 1�y Q ! w 62' EXTENSION PROPOSED a 0 0 145 S.F. w EBASEMENT XTEN ION � O ! 'Ss < 56 S.F. ASPHALT DRIVEWAY 1 O oo W/ BLOCK CURB N OU p Lino F N ARBOR WOOD 3,1 EOC WALL ASPHALT DRIVEWAY a N W Q 4/BLOCK CURB CLF o R 4.9' 1 p smw� EOC 000 II arpi> - a i1 1Q z0oN 00 o z-N- O w w `j , o oa oa O I N Q Q w TAX LOT 8.1 A `I z O � s w a O \ 1 a- � GO °s�`"o CID \ \ z o a zoo z� 4 � � Waw�o x Ed; ^ �"` 111 1 X Q N O sWa Q 1.0 E W o,aio 1 W ;i&z3 W U z-_W O CLF Z N O O O K w O U) � N>>L>��m 1 O Oj1 z 1pWF 203.97' az 10.2' �2a N84049'30"W J M Q`D % 1 o z mo=aa 0,,g m Li $F1ED co 3 /�11 11 1 Qmozn 'v� 0d ' SjONE RET l z o w 1 oazZ w.no}oo 0 of LLo3 I TAX LOT 9 ' L.1.. N oa§W v r� W �-- <aWorc 1 �0) � Qr o < � o� Y � �Y O= w =�w Y O ::D O> Q �0 > g.z�o aY�G 0 Z EC Z LL_ � .� LW- O Q � �w< o' Y Q �=a> S E P 1 1 11 O? z mga U W H- � � Y = t � �EzSa Q I— O1,121 Tn. 1 S O W p 1% D O GRAPHIC SCALE .._ _ �� V) "' 0= 30 20 0 10 20 LOT CLEARING AREA s x �111��II NOW OR FORMERLY EVELYN AUDION LOT AREA w w o=�a� 25,890.50 S.F. = 0.59 AC. o p- r - _ 15,897.02 S.F CLEARED 25,890.50 S.F. 1 0 0 0 0 61% LOT CLEARED 0.59 AC. IN FEET ) a i-W W LL 1 inch = 20 ft. w o;70m M �o0, 2 02 14 2025 PROPOSED SURVEY MC JTS �4 1 a«wF 1 11 22 2024 UPDATE SURVEY MC JTS 0 REV DATE DESCRIPTION BY CHK _VS, 3 O S- I _ 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 YLER&ERICA WHITMIRE 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 T LOAD SPEED(mph) CAT. WEATHERING FROST TERMITE DECAY TEMP. REQ'D. INDEX ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS LATEST REVISION. �� ,• , -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 I 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-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. 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 WINDLOAD SHEETS). REVISION. N 15'46'30" E WORK DESCRIPTION RENOVATION TO EXISTING RESIDENCE AND -ALL INSULATION TO BE INSTALLED AS PER AND MEET THE REQUIREMENTS OF SECTION R320. -ALL INTERIOR FINISHES SHALL BE FIRE RATED AS PER SECTION R320. 2. BASEMENT, FOUNDATION, EXTERIOR WALLS & OTHER VERTICAL CONCRETE SHALL HAVE A COMPRESSIVE AR 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 0 28 DAYS. CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR MAIN S T R U C T U R E -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 V. MATERIALS USED MO /2\ �� REQUIRED PROVIDED -PROVIDE FOR BLOCKING AS PER SECTION R602.8. TO PROVIDE CONCRETE AND TESTING THEREOF SHALL COMPLY WITH THE APPLICABLE STANDARDS LISTED N 1-STORY ADDITION _ -ALL EXTERIOR WALLS TO BE SHEAR WALLS IN ACCORDANCE WITH WFCM 3.4.4.2 AND TABLE 3.17 A&B. 1„ 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 ASTM A185, LATEST REVISION. I (47 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 2-STORY ADDITION 149.81) REAR YARD 75' 26_0" DETERMINED BY THE ARCHITECT, THE ACTUAL SOIL BEARING SETTLEMENT CHARACTERISTICS SHALL BE SIDE YARD(TOT.) 45' 106'-11" USE DEAD LOAD LIVE LOAD STRUCTURAL MEMBER ALLOWABLE N ASSESSED BY A QUALIFIED SOILS TEST LABORATORY A GEOTECHNICAL ENGINEER. THE OWNER SHALL (95 sf) SHED DEFLECTION - SIDE YARD(MIN.) 20' •_ - BEAR THE EXPENSE OF TESTING. SIDE 0 24 9 ROOFS 12 PSF 45 PSF RAFTERS HAVING SLOPS GREATER THAN 3/1 STORM WATER PIPING T LDG FOOTP T 5,053 S.F. (ALLOWED) 1,113 S.F. ` W/ NO FINISHED CEILING ATTACHED TO L/180 CD CD RAFTERS PROPOSED LOCATION UILDING EIG 28'-8" O CH GE) FLOORS (SLEEPING) 12 PSF 30 PSF INTERIOR WALLS & PARTITIONS H/180 N Q LOT COVERAGE 2o�ia 4D�D OF NEW 4' DEEP FLOORS (NON-SLEEPING) 12 PSF 40 PSF FLOOR & PLASTERED CEIUNGS L/360 DXTENSI FOR 39, SUMMARY -3„ I EXISTING 1ST FLOOR (+/-)820 s.f. ADDED BASEMENT 56 sf 12 PSF 40 PSF ALL OTHER STRUCTURAL MEMBES L/240 BALCONIES (EXTERIOR) AND 10 PSF 40 PSF EXTERIOR WALLS W/ PLASTER OR STUCCO H/360 STRUCTURAL STEEL (BC2203-BC2205) EXTENSION EXISTING 2ND FLOOR (+/-)750 s.f. ADDED 1 ST FLOOR 142 s.f, DECKS FINISH ADDITION ADDED 2ND FLOOR 95 s.f. UNINHABITABLE ATTIC W/ a PSF 20 PSF EXTERIOR WALLS-WAND LOADS' w/ BRITTLEL/2ao 1. ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS HEREIN INDICATED 1-STORY BASEMENT UMITED STORAGE FINISHES AND IN ACCORDANCE WITH THE REQUIREMENTS OF THE FOLLOWING STANDARDS. WHERE CONFLICTS 25-2 » OCCUR, THE MORE STRINGENT STANDARD SHALL APPLY: EXTENSION (56 sf) 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 z HABITABLE ATTICS & ATTICS 9 PSF 10 PSF LINTELS SUPPORTING MASONRY VENEER WALLS L/600 PARTIALLY REMOVED TO CF2-STORY DRAWING RELEASES. Q SERVED W/ FIXED STAIRS BUILDING CODE OF NEW YORK STATE ACCESS EXTENSION. RESTORE WOOD FRAME PROPOSED NEW aC) GUARDS & HANDRAILS - 50 PSF *THE WIND LOAD SHALL BE TIMES THE COMPONENT & CLADDINPERMITTED OADS FOR TO BE THE As 0.7 THE SHAH BE TIN ACCORDANCE WITHEEITHERN OF STRUCTURAL THE AISC LOAD AND�RESISTEL ANCE FACTOR DESIGN INGS AND RES I UPON COMPLETION. #960 SIDE ENTRY Of w PASSENGER VEHICLE GARAGE - 200 LB/LF PURPOSES OF THE DETERMINING DEFLECTION LIMITS HEREIN. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (AISC-LRFD), AISC SPECIFICATION FOR NEVER RELEASED ❑ LL GUARD IN-FILL COMPONENTS - 50 L.B/LF STRUCTURAL STEEL BUILDINGS-ALLOWABLE STRESS DESIGN (AISC-ASD) OR AISC SPECIFICATIONS 0 � W FOR THE DESIGN OF STEEL HOLLOW STRUCTURAL SECTIONS (AISC-HSS). WHERE REQUIRED, THE 82 PAST RELEASE-2 ® W U) RAILINGS 200 LB/LF SEISMIC DESIGN OF STEEL STRUCTURES SHALL BE IN ACCORDANCE WITH THE ADDITIONAL >> PROVISIONS OF BC 2212. ADDITION CURRENT RELEASE �w It ANSI/AWS D1.1 "STRUCTURAL WELDING CODE-STEEL", LATEST REVISION. N N N ti 2. ALL FRAMING MEMBERS SHALL BE SHOP FABRICATED FOR BOLTED FIELD ASSEMBLY. FIELD CUTTING OR 0 N N DRILLING, WHEN REQUIRED, SHALL BE CLEARLY NOTED ON THE DRAWINGS. ALL FRAMING MEMBERS SHALL I AS ALT 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 CONNEC71ONS SHALL BE SMOOTH AND FREE FROM BURRS OR DISTORTIONS. ALL BOLTS SHALL BE _ 1,02 STRAPPING DETAILS 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 D1.01 DEMOLITION PLANS MEET AISC SPECIFICATIONS, SECTION 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. 02 FIRST&SECOND "r 7. ALL STEEL DETAILS SHALL BE DESIGNED TO CONFORM TO ARCHITECTURAL REQUIREMENTS. A1.03 ROOF PLAN 8. ALL STEEL FLITCH PLATES TO BE THROUGH BOLTED WITH 5/8" DIAMETER STEEL BOLTS AT 16" O.C. STAGGERED. A2.02 ELEVATIONS A2.03 ELEVATION A3.01 PYRAMID LAW COMPLIANCr- GENERAL CONDITIONS STRUCTURAL LUMBER (13502.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 's STATE AND LOCAL CODES AND ORDINANCES INCLUDING BUT NOT LIMITED TO THE FOLD-OWING: THE SPAN TABLES FOUND IN THE RESIDENTIAL CODE OF NEW YORK STATE OR IN ACCORDANCE WITH ( I CD-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 ro -2020 MECHANICAL CODE OF NEW YORK STATE (MCNYS) STRESS GRADES: O) -2020 FUEL GAS CODE OF NEW YORK STATE (FGCNYS) d- -VILLAGE OF MATTITUCK BENDING STRESS FB = BASE: 875 ADJ: 1107 PSI d- -TOWN OF SOUTHOLD SHEAR STRESS FV = 95 PSI a PSI 00 -SUFFOLK COUNTY MODULUS OF ELASTICITY E- 1.6 X 10 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 CONFLICT OR 3. ALL FRAMING BRACKETS AND ANCHORS SHALL BE 16 GAUGE GALVANIZED STEEL. BY SIMPSON OR EQUAL 3. THE DERCIENCY ARCH1 RESULTS AS IN BEEN RETAINED FOR CONSTRUCTION OBSERVATION AND ASSUMES NO RESPONSIBILITY FOR 4. ALL WALL PLATES BEARING ON CONCRETE SHALL BE PRESSURE TREATED PRESERVATIVE (PIP) TIMBER. E THE 5. ALL LOAD BEARING DIMENSION LUMBER SHALL BE IDENTIFIED BY A GRADE MARK OR A LUMBER GRADING 15O• CONSTRUCTION ACTIVITIES. OR INSPECTION AGENCY THAT HAS BEEN APPROVED BY AN ACCREDITATION BODY THAT COMPLIES WITH - I 4. THE CONTRACTOR SHALL OBTAIN, PRESENT EVIDENCE OF, AND PAY FOR ALL PERMITS NECESSARY TO CONDUCT THE DOC PS 20. C:)WORK AND COMPLETE THIS CONTRACT. THE CONTRACTOR SHALL OBTAIN THE BUILDING PERMIT AND CERTIFICATE OF 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 0') OF THE WORK PROVIDED FOR IN THIS CONTRACT, AND BEFORE FINAL PAYMENT SHALL BE MADE, THE CONTRACTOR SHALL FURNISH THE OWNER WITH ANY NECESSARY CERTIFICATES OF OCCUPANCY OR CERTIFICATES OF COMPLIANCE PLUMBING AND HEATING WORK (P9502 & R303 8) 00 ISSUED BY THESE VARIOUS AGENCIES. 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 6. CONTRACTOR TO SHALL ECU ALL OONSWORKTOnP E LSITE LINT ACCORDANCE EFFECTSWITH WEATHER OAPPLICABLE COMPLETED WORK.SAFETY STANDARDS. D RDS.WOR IN YORK.COUNTY & TOWN REQUIREMENTS AND THE REQUIREMENTS OF THE RESIDENTIAL CODE OF THE STATE NEW S 05-5,�,0�" E R O A p PROGRESS. 2. THE USE OF LEAD SOLDER IN PIPING JOINTS IS STRICTLY PROHIBITED UNDER LAW. �/ ^ ISSUES REVISIONS 7. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBIUTY AND EXPENSE OF TEMPORARY ENCLOSURES WHERE NECESSARY 3. ALL HYDRONIC HEATING SUPPLY AND HOT WATER PIPES SHALL BE INSULATED. Q r r B. ITEMOR SHSUSTA NIING DAMAGE DURINGIN THE ATHE CONSTRUCTION PERIOD SHALL BE REPAIRED AND/OR REPLACED TO THE 4 FOR COMFORTHEATING E EATING IN ACCORDANCE WITH M SHALL BE EXISTING TO AITHE N. C REQUIREMENTS OF THE ENERGY ONTRACTOR TO MODIFY AS Q CONSERVATION SATISFACTIORED TO BE NR R P 0 / SATISFACTION OF THE OWNER AND TO THE APPROVAL OF THE ARCHITECT, AT THE CONTRACTOR'S EXPENSE. CONSTRUCTION CODE OF NEW YORK STATE. �I1 p` DESCRIPTION DATE No. 9. THE CONTRACTOR SHALL CONDUCT ALL WORK IN SUCH A MANNER SO AS TO NOT IMPAIR THE STRUCTURAL INTEGRITY WOR K. R H F THE PLUMBING CONTRACTOR SHALL OBTAIN ALL PERMITS & PAY ALL FEES REQUIRED O IS O . OR STABILITY OF ADJACENT STRUCTURES, EQUIPMENT, OR UTIUTIES. SHOULD DAMAGE OCCUR AS A RESULT OF THE 5. ISSUED FOR FILING 12/8/2024 01 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 REVISED PER TOWN 9/24/2025 02 ITEMS. 10. THE TERM "OWNER" SHALL REFER TO THE 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 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 STATE, THE NATIONAL ELECTRIC CODE, THE LOCAL POWER CO. AND ALL APPLICABLE LOCAL CONTRACTOR. REGULATIONS. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY ALL FEES REQUIRED FOR HIS 12. THE CONTRACTOR SHALL DETERMINE AND/OR VERIFY THE ACTUAL LOCATION OF ANY AND ALL UTILITIES, ALL SUPPLY, I S L I P, N Y 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 RESPONSIBIUTY OF THE CONTRACTOR. AGENCY OF THE 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 FACIUTIES FOR THE THE INSPECTION AGENCY UPON COMPLETION. PERFORMED: 03/08/2024 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. ALL DRAWINGS, SmancATIoNS AND COPIES THEREOF FURNISHED BY GREENTREE ONCE, REGARDLESS OF PREVIOUS INSPECTIONS. 3. ALL ELECTRICAL FIXTURES, SWITCHES AND ACCESSORIES SHALL BE SELECTED BY THE OWNER ARCHITECTURE AND DESIGN (HEREIN KNOWN As THE ARCH ONI.YAIMTHANRESSHAL To THIS 15. ALL MATERIAL AND ITEMS INDICATED ON THE CONTRACT DRAWINGS, DIRECTED BY THE ARCHITECT AND AS PER SITE 1 PROPOSED PLOT PLAN THE PROPERTY of THE ARCHITECT.BE THEY ARE TO USED CONDITIONS DEMAND, SHALL. BE DISPOSED OF PROPERLY IN APPROVED CONTAINER OUT OF THE PATH OF PRo,NEcr AND ARE NOT To BE USED ON ANY OTHER PROJECT. SUBMISSION OR CONSTRUCTION AND AWAY FROM THE PUBLIC, OUT OF THE PATH OF CONSTRUCTION AND AWAY FROM PUBLIC AND DISTRIBUTION To MEET OFFICIAL REGULATORY REOUIREMENT'S OR FOR OTHER PURPOSES IN CONNEVEHICLE TRAFFIC, AND TO BE CARTED TO APPROVED LAND FILL SITE BY UCENSED CARTERS. „ , „ �ARCHTECTTHE Ie�uw NCOPYRIIGHT OR OTHER TO BE �RESEERVED R AS �AI TION IN DEROGATION 16. ALL NEW WINDOWS AND SKYLIGHTS TO BE MANUFACTURED BY ANDERSEN CORP., BAYPORT. MN. OR EQUAL . ALL C1.01 SCALE: 1 = 20-0 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 FAMIUARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK AGREE WITH SAME. VERIFY ALL DIMENSIONS AND INSTALLAl10N SPECIFICATIONS. P 18. IF IN THE COURSE OF CONSTRUCTION, A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR SHALL 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. 19. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY FROM HOUSE AND BLEND INTO EXISTING. 20.DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. WINDOWS THAT DO NOT MEET HURRICANE WIND LOADS AND SPECIFICATIONS SHALL HAVE WINDBORNE Whitmire Residence 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 MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED. 0 PROVIDE %" PLYWOOD SHEETS, CUT TO SIZE, LABELED & NUMBERED FOR EACH WINDOW FRAME, W/ 22.FIRE BLOCKING TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENT OF THE 2020 RCNYS, AND THE AMERICAN PREDRILLED SCREW HOLES PRESCRIBED SPACING FOR EACH SHEET. 96o Marratooka Road FOREST & PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL (WFCM FOR ONE AND TWO FAMILY DWELLINGS, 2011) • THESE SHEETS SHALL BE STORED IN AN ORDERLY FASHION ON SITE AT ALL TIMES. PROVIDE ALL Mattituck, 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 TO BE NAILED TO TOP PLATE FIRE BLOCKING 24.ALL FRAMING HARDWARE SHOWN ON THESE PLANS, UNLESS OTHERWISE INDICATED, IS SIMPSON STORNG-TIE. NO SUBSTITUTIONS ARE APPROVED OR AUTHORIZED ARCHITECTURE DESIGN 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, HARDWARE SUBS71TU11ONS WILL RENDER THESE PLANS NULL & VOID, AND WALL RESULT IN THE INSTALLER/ CONTRACTOR AND THE AMERICAN FOREST & PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL (WFCM ASSUMING RESPONSIBIUTY 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 GREENTREE DRIVE & PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS, 2011. KDALE,NY 11769 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 DUE TO THE RELATIONSHIPS OF FRAMING HARDWARE TO THE OTHER COMPONENTS OF THE THIS DOCUMENT IS A VIOLATION OF NEW YORK ABBREVIATIONS&SYMBOLS STRUCTURE, ANY FRAMING HARDWARE SUBSTITUTIONS WILL RENDER THESE PLANS NULL & VOID, STATE LAW. ALUMINUM ALUM SINK SK AND WILL RESULT IN THE INSTALLER/ CONTRACTOR ASSUMING RESPONSIBILITY OF THE DESIGN BEARING BRNG TREAD T AND PERFORMANCE OF THE ENTIRE SYSTEM.CEIUNG ICAL TYP JOB No. CEIUNG JOIST CJ CLNG UNLESS OTHERWISE NOTED LION 2024.820 gEp gRcy CLEAN OUT / CASED OPENING CO VERIFY IN FIELD VIF CONTINUOUS CONT WASHER W COLLAR TIE CT WATER HEATER WH A. s�p�! CONCRETE MASONRY UNIT CMU WELDED WIRE MESH WNA DATE DRYER D CN/ y 9 n DIAMETER DIA 12.8.24 DECK JOIST DJ V�� '� Tk DOWN DN WALL TAG SHY, DRAWN BY DISH WASHER DW ®-- FRESH AIR INTAKE FAi � SHFE FINISHED FLOOR FF ® DOOR TAG FLOOR JOIST FJ FIRE RATED FIR � SECTION SR �'9 031601 0 GALVANIZED GALV (� WINDOW TAG GYPSUM WALL BOARD GWB SCALE OF HEIGHT HT Q REVISION ® s TAIL AS NOTED LAMINATED VENEER LUMBER LVL HELT MANUFACTURED MFG'D NOT TO SCALE NTS ON CENTER O.C. POURED CONCRETE PC PRESSURE TREATED PRESERVATIVE PTP DRAWING TITLE DWG No. RISER R ROOF DRAIN RD REFRIGERATOR REF COVER ROOF RAFTER SUFFOLK COUNTY DEPARTMENT RR C-1 01 OF HEALTH SERVICES SCDHS SHOWER SH HEFT i 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 24 36 12 24 1 36 ^« ARCHITECTURE+DESIGN,F.C. THREE SECOND GUST WIND SPEED (MPH.) 110 120 130 140 REQUIRED NUMBER OF 16d THREE SECOND GUST WIND SPEED (MPH.) 110 120 130 140 1/2" ANCHOR BOLTS 5/8" ANCHOR BOLTS ROOF SLOPE RAFTER SPACING (IN.) COMMON NAILS PER HEEL REQUIRED CAPACITY HEEL BRUNSWICK COUNTY IS IN 130 MPH FOR BASIC WIND JOINT CONNEC110NLBS STRUCTURAL SHEATHING JOINT ( .) 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.) 110 120 130 140 110 120 130 140 SPACING (IN.) NAZIS (TOE-NAILED) REQUIRED IN EACH CEILING3:12 16 8 15 22 776 1552 2328 STUD SPACING MAXIMUM NAIL SPACING FOR 8d COMMON BOTTOM PLATE TO FOUNDATION ANCHOR BOLT FOUNDATION MINIMUM ANCHOR BOLT MINIMUM ANCHOR BOLT RAFTER APL/TE CONN C ON T TO TOP 24 11 22 33 1164 2328 3492 SHEATHING LOCA110N (IN. OC) NAILS (IN. OC) CONNECTION RESISTING SUPPORTING SPACING (IN.) SPACING (IN.) 12 5 9 13 437 873 1310 12 6 12 6 1_f2j 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 6 112 6 12 6 12 LATERAL AND SHEAR LOADS 1-3 STORIES 30 45 6 3 3 4 4 12 4 7 10 349 696 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' PERIMIIER EDGE ZONE 16 6 12 6 12 6 12 6 12 ! 24 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 10 4 5 1 5 1 6 12 3 1 5 8 249 499 748 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 10 333 665 99$ BOARD SHEATHING OR LAP SIDING 7 MAXIMUM NU (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) 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 1 582 PER SUPPORT (2) WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOE-NAILS IN THE 9:12 lx6 OR lx8 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. 16 3 5 8 259 517 776 THAN 262 PLf, LATERAL CONNECTIONS SHALL BE DETERMINED USING THE LOADS FROM TABLE 3.5. 24 4 8 11 388 776 1164 lx10 OR LARGER 12 - 24 3 1 3 3 3 (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 F - NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.) 24 3 6 9 1 291 582 873 (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 TABLE 3.2C SILL OR BOTTOM PLATE TO FOUNDATION CONNECTION (ANCHOR BOLT) WALL OR RIDGE BEAM. GZ0.49 FOR FRAMING MEMBERS WITH 0.42 C4.49 THE NAIL SPACING SHALL BE REDUCED TO 6` OC RESISTING UPLIFT LOADS FROM WIND - EXPOSURE B TABLE 3.413 UPLIFT STRAP CONNECTION REQUIREMENTS (3) WHEN INTERMEDIATE SUPPORT OF THE RAFTER IS PROVIDED BY VERTICAL STRUTS OR PURUNS TO A (3) FOR EXTERIOR PANEL SIDING, GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.2) (ROOF-TO-WALL, WALL-TO-WALL, AND WALL-TO-FOUNDATION LiOADBEARING WALL THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE FOR COMMON NAILS REDUCED 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)IUNGTABULATED ASSEMBLY. HEELJOINT CONNECTION REQUIREMENTS DO NOT INCLUDE THE ADDITIONAL WEIGHT OF THE FRAMING SPACING ROOF SPAN (FT.) NAILS IN EACH END OF 1-1/4 20 GAGE BOTTOM PLATE TO FOUNDATION ANCHOR BOLT FOUNDATION MINIMUM ANCHOR BOLT MINIMUM ANCHOR BOLT STRAP (6) TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUMES CEILING JOIST OR RAFTER TIES ARE TABLE 3.10 ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR CONNECTION RESISTING SUPPORTING SPACING IN.) SPACING IN.) 12 2 2 2 2 LOCATED AT THE BOTTOM OF THE ATTIC SPACE WHEN CEILING JOIST OR RAFTER TIES LOCATED HIGHER IN ( ( THE ATTIC SPACE, NO ATTIC STORAGE IS ASSUMED AND THE TABULATED HEEL JOINT CONNECTION WIND LOADS 16 2 2 3 2 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 28 2 3 4 3 CEILING HEIGHT/ ROOF RIDGE HEIGHT HEEL JOINT CONNECTION ADJUSTMENT FACTORS STRUCTURAL SHEATHING 32 3 3 4 3 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 1 13 1.5 3 1 / 2 . 0 SHEATHING LOCATION RAFTER/TRUSS MAXIMUM NAIL SPACING FOR 8d COMMON EXCEED THE LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS (TABLE 3.2C) OR LATERAL AND SHEAR LOADS (TABLE 3.26). 12 2 2 3 2 SPACING (IN. OC) NAILS (IN. OC) 16 2 3 3 3 1 / 5 1.25 12 6 12 6 12 6 12 6 12 20 2 3 4 3 16 6 12 6 12 6 12 6 12 1 / 6 1.20 INTERIOR ZONE 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 6 126 12 6 12 NAILING SCHEDULE-WFCM PAGE 139-TABLE 3.1 PERSCRIPTIVE DESIGN 36 4 4 6 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 /CEIUNG FRAMING 16 3 4 5 5 124 6 6 6 6 6 6 6 6 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 1 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 SIZE RAFTER/TRUSS MAXIMUM NUMBER OF 8d COMMON NAILS CEIUNG JOIST TO PARALLEL RAFTER (FACE-NAILED) (SEE TABLE 3.9A) 2 - 16d 2 - 16d PER LAP 32 5 6 7 9 THREE SECOND GUST WIND SPEED (MPH.) 110 120 130 140 110 1 120 1 130 140 SPACING (IN. OC) PER SUPPORT CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) (SEE TABLE 3.9A) 3 - 8d 3 - 16d PER LAP 36 8 lx6 OR 1x8 SHEATHING 12 - 19.2 2 2 2 1 2 COLLAR TIE TO RAFTER (FACE-NAILED) (SEE TABLE 3.6A) 3 - 8d 3 - 10d Pq2 TIE ROOF PITCH ROOF SPAN (FT.) NAILS IN EACH END OF 1-1/4` STRAP REQUIRED CAPACITY BLOCKING TO RAFTER (TOE-NAILED) 2 - 8d 2 - 10d EACH END (1) TABULATED UPLIFT CONNECTIONS REQUIREMENTS ASSUME A BUILDING LOCATED IN EXPOSURE B 12 3 4 5 6 RIDGE CONNECTION 100 OR LARGER 12 - 19.2 3 3 3 3 RIM BOARD TO RAFTER END-NAILED) 2 - 16d 2 - t6d 12 2 2 2 3 176 484 394 484 ( 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.) JOINT DESCRIPTION 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.) 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 INTERSECTION (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. ISSUES REVISIONS 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 t6d 16' O.C. ALONG EDGES TOP OR BOTTOM PLATE TO STUD (END-NAILED) (SEE TABLE 3.5A) 2 - 16d 2 - 40d 1 PER STUD TO PLATE, 12 2 2 2 2 312 382 312 382 WITH GZ0.49 FOR FRAMING MEMBERS WITH 0.42 G9.49, THE NAIL SPACING SHALL BE REDUCED TO 6` DESCRIPTION DATE No. BOTTOM PLATES TO FLOOR JOISTS, BANDJOIST, ENDJOIST, 10' WALL HEIGHT MAX 16 2 2 2 2 416 510 416 510 OC OR BLOCKING (FACE NAILED) 2 - 16d (1,2) 2 - 16d (1,2) PER FOOT 20 2 3 2 3 520 637 520 637 ISSUED FOR FILING u/8/ao24 of 4:12 24 3 3 3 3 623 765 623 765 (3) TABULATED 6" OC SPACING ASSUMES SHEATHING ATTACHED TO RAF7IIR/TRUSS FRAMING MEMBER FLOOR FRAMING WITH GZ0.49 FOR FRAMING MEMBERS WITH 0.42 G<0.49, 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 OC CONNECTIONS FOR WIND LOADS-EXPOSURE B 32 4 4 4 4 831 1020 831 1020 (4) TABULATED 4" OC SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBER JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4 - 8d 4 - 10d PER JOIST 36 4 5 4 5 935 1147 935 1147 (4) GZ0.49 FOR FRAMING MEMBERS ME SHE TH,0.49, THE NAIL SPACING SHALL BE REDUCED M 3` BRIDGING AND/OR BLOCKING TO JOIST (TOE NAILED) 2 - 8d 2 - 16d EACH END BLOCKING TO JOIST (TOE NAILED) 2 - 8d 2 - 10d EACH END THREE SECOND GUST WIND SPEED (MPH.) 110 120 130 140 12 1 2 1 2 240 295 240 295 OC BLOCKING TO SILL OR TOP PLATE (TOE NAILED) 3 - 16d 4 - 16d EACH BLOCK 16 2 2 2 2 320 393 320 393 LEDGER STRIP TO BEAM (FACE-NAILED) 3 - 16d 4 - 16d EACH JOIST FRAMING SPACING REQUIRED NUMBER OF 16d COMMON 20 2 2 2 2 400 491 400 491 ROOF SPAN (FT.) NAILS OR 40d BOX NAILS PER 5:12 24 2 3 2 3 480 589 480 589 JOIST ON LEDGER TO BEAM (TOE-NAILED) 3 - 8d 3 - 10d PER JOIST STUD TO PLATE CONNECTION 28 3 3 3 3 560 Gas 560 688 TOP PLATE SPLICE REQUIREMENTS "" °�'�"""� """'wN5 MD 0 M THEREOF F0RIM" BY =2NTREE ARCMTEMME Arm DESIGN(HERON KNOW AS THE ARMTE ARE AND SNAIL REMAM BAND/RIM JOIST TO JOIST (END-NAILED) 3 - 16d 4 - 16d PER JOIST THE PROPERTY of THE ARMTECT. THEY ARE TO BE USED ONLY NTH RESPECT To M ONE STORY - SLAB ON GRADE PRE AM ME NOT To BE USED ON ANY OTHER PROJECT. � OR 2 2 2 2 32 3 4 3 4 640 786 640 786 MTwBUITM TO MEET OFMAI.REGULATORY RECUF ncNm OR FOR OTHER Iww,osEs SN BAND/RIM JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2 - t6d (1) 3 - t6d PER FOOT ooruNEcmoN M1TH tHE PRoeECT Is NOT To BE coNSTRUEn As P1mllCA7foN 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 THE NRaaTECTs cowNON uw COPT 6 OR oN#R RESERVED RKRYI& ROOF SHEATHING 12 2 2 2 2 12 1 2 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 LI?rGHT STRUCTURAL PANELS 3/4" COX PLYWOOD 8d 10d (SEE TABLE 3.10) (M Proposed Addition to Residence DIAGONAL BOARD SHEATHING 1"X6" OR 1"X8' 2 - 8d 2 - 10d PER SUPPORT 16 2 2 2 2 20 2 2 2 2 359 440 359 440 12 3 DIAGONAL BOARD SHEATHING 1"X10" OR WIDER 3 - 8d 3 - 10d PER SUPPORT 18 2 2 2 3 6:12 24 2 3 2 3 431 528 431 528 t6 4 CEILING SHEATHING 20 2 2 3 3 28 2 3 2 3 503 616 503 616 8 2 2 2 2 32 3 3 3 3 575 704 575 704 20 5 VAitmire Residence 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 GYPSUM WALL BOARD 5d COOLERS (3) 5d COOLERS 7" EDGE / 10" FIELD 12 2 2 1 2 3 12 1 1 1 1 201 245 201 245 Y8 7 96c) Marratooka Road JOINT DESCRIP110N WALL SHEATHING NUMBER OF NAILS NUMBER OF BOX NAILS NAIL SPACING 16` 14 2 2 3 3 16 2 2 2 2 267 327 267 327 32 8 Maittituck, NY STRUCTURAL PANELS 5/8" COX PLYWOOD 8d 10d (SEE TABLE 3,11) 16 2 2 3 3 20 2 2 2 2 334 409 334 409 36 9 GYPSUM WALL BOARD 5d COOLERS 5d COOLERS 7' EDGE / 10" FIELD 18 2 3 3 4 7:12 - 12:12 24 2 2 2 2 401 490 401 490 40 11 GREENTREE " DIAGONAL BOARD SHEATHING 1 X6 OR 1 K8 2 - 8d 2 - 10d PER SUPPORT 20 2 3 3 4 28 2 3 2 3 468 572 468 572 DIAGONAL BOARD SHEATHING 1"X10" OR WIDER 3 - 8d 3 - 10d PER SUPPORT 8 2 2 2 2 32 3 3 3 3 535 654 535 654 50 13 ARCHITECTURE &DESIGN FLOOR SHEATHING 10 2 3 2 3 36 3 3 3 3 602 736 602 736 60 16 12 2 3 2 3 70 19 JOINT DESCRIPTION NUMBER OF NAILS NUMBER OF BOX NAZIS NAIL SPACING 24" 14 3 3 3 3 BO 22 i9 GREENTREE DRIVE STRUCTURAL PANELS 3/4' COX PLYWOOD 1" OR LESS 8d 10d 6" EDGE / 12" FIELD 16 3 4 3 4 (1) TABULATED CONNECTION REQUIREMENTS ARE BASED ON TOTAL UPLIFT MINUS .6 OF ROOF ASSEMBLY DEAD LOAD (.6 x 10 PS1) OAICDAN E DRIVE DIAGONAL B PANELS GREATER THAN 1" tOd 16d 6" EDGE / 6' T 3 42 WHEN THE TABULATED NUMBER OF NAILS REQUIRED IN EACH END OF THE STRAP IS EQUAL TO 1 AND THE FRAMING IS ATTACHED IN TEL--(516)848-7439 DIAGONAL BOARD SHEATHING 1"X6" OR 1"XS" 2 - 8d 2- 10d PER SUPPORT 20 4 4 4 4 ACCORDANCE WITH TABLE 3.1 THE RIDGE STRAP AND ADDITIONAL NAILING IS NOT REQUIRED. TOP PLATE SPLICE REQUIREMENTS EMAIL:greentreead@gmail.com (3) MEN A COLLAR TIE IS USED DIAGONAL BOARD SHEATHING 1"X10" OR WIDER 3 - 8d 3- tOd PER SUPPORT TWO STORY (1) PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.5 TIE NEED NOT EXCEED THE TABULATED NUMBER 8dN LIEU OF A DNAl GE rnINPA STEELUSTRAPMBER OF tOd COMMON NAILS REQUIRED IN EACH END OF THE COLLAR (REFER TO TABLE 3.21 OF THE WOOD FRAME CONSTRUCTION (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 MANUAL 2001 SBC HIGH WIND EDITION) UNAUTHORIZED ALTERATION OF ANY ITEM ON OBTAIN HIGHER SHEAR CAPACITY, NAILIN3 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) TABULATED CONNEC11ON REQUIREMENTS ARE BASED ON A 12' RIDGE STRAP SPACING, FOR DIFFERENT RIDGE STRAP SPACING, MULTIPLY BUILDING DIMENSION (FT) MINIMUM SPLICE LENGHT(FT) THIS DOCUMENT IS A VIOLATION OF NEW YORK SHALL BE USED TO MAINTAIN LOAD PATH. MULTIPLIED BY .92 FOR FRAMING NOT LOCATED WITHIN 8 FEET OF CORNERS THE TABULATED VALUES BY THE APPROPRIATE MULTIPLIER BELOW. STATE LAW. 12 2 (2) WHEN WAIL 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) TABULATED CONNECTIONS REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70 FOR FRAMING NOT LOCATED WITHIN 8 FEET 16 JOB No. PER FOOT. OF BUILDING CORNERS 3 20 4 21024-820 RED AR (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 A. S Cy/ ON 16 OC SPACING FOR RAFTER, JOISTS AND STUDS. RIDGE STRAP SPACING (IN.) 12 16 19.2 24 48 72 26 5 DATEhVO�� MULTIPLIER 1.00 1.33 1.60 2.00 4.00 6.00 32 5 12.8.24 -4 36 7 DRAWN BY * p 40 6 SR 50 10 '9 031601 O 60 12 SCALE OF 70 14 80 1 16 DRAWING TITLE DWG No. WIND ST-i. oi NOTES i NAILING &STRAPPING AT EXTERIOR WINDOWS/DOOR HEADERS (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW EDITIONS) WALL STUD WALL STUD WALL STUD 2 X 4 CONi1NI0US LATERAL BRACING 0 6" eve BOTTOM PLATE BOTTOM PLATE O.C. (/.,® {/,�,•. NAILING SCHEDULE 'B': (WOOD FRAME CONSTRUCTION MANUAL) FLOOR JOIST FLOOR JOIST STEEL STRAP TAPPED ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS 3/4' PLYWOOD 3/4" PLYWOOD UNDER SILL PLATE, HETA40 BY SST. FASTEN WITH ARCHITECTURE+DESIGN,P.C. ROUGH NOTATION A B C D E F SUBFLOOR SUBFLOOR 8-10DX1 1/2" NAILS. OPENING CHOR BOLT ANCHOR BOLT 10-Bd NAILS 2'-0' 2 (1) 2x4 1 1 1 1 SILL PLATE 4'-0' 4 1 2x4 2 2 2 2 SLL PLATE SLL PLATE li-0" 6 (2) 2x4 OR (1) 2x8 3 3 3 3 ANCHOR BOLT 8'-0" 8 (2) 20 OR (1) 2x8 3 3 3 3 STEEL STRAP EMEDDED STEEL STRAP LAPPED 10'-0" 10 (2) 2x6 4 4 4 4 BY SST. FASTEN WITHINTO CONCRETE, HETAL UNDER SILL PLATE, HETA40 BY SST. FASTEN WITH } 12'-0" 12 (2) 2x6 5 5 5 5 8-1ODX1 1/2" NAILS. 8-10DX1 1/2" NAILS. GABLE END Sd COOLERS NAILS 010" O.C. RAFTER TO FRAMING ;{ NOTATIONS 2 X 4 BLOCK NAILED USE MODEL HZ5 BY"SIMPSON' (A) NUMBER OF 8d NAILS AT EACH END OF STRAPPINGS r TO EACH BRACE W/ 5-8d NAILS TO RAFTERS HZ5 ; 4-10d NAILS 5-8d NAILS TO PLATES (B) NUMBER OF SILL STUDS ON THE FLAT DOES NOT APPLY TO DOORS 3.2.2.3 WALL ASSEMBLY TO FOUNDATION _ -1/2' GYPSUM BOARD ALTERNATE FASTENING 20 GAGE W/STRONG-DRIVE SO (C) NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF HEADER FIRST FLOOR WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION, SILL PLATE, OR BOTTOM PLATE IN ACCORDANCE WITH THE 5d COOLERS NAILS STRAP CONNECTOR SCREWS REQUIREMENTS OF TABLE 3.2 OR TABLE 3.3B (SEE DETAILS MA-E). WHEN TABLE 3.3B IS USED, A MINIMUM OF 1-1/ex20 GAGE 0 r D.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 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 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 A A ANCHOR BOLTS AND WASHERS AS REQUIRED-EMBEDD 7" IN POURED CONCRETE AND 15" IN CMU E B SECOND FLOOR ANCHOR BOLTS AND WASHERS AS CS20 REQUIRED-SEE CHART ON C\ ST-2 F BLOCKING 2 BAYSACO BACK 0 4'-0' O.C. C\� �? SILLPLATE� LTP4 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 A/z BACK 0 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 ROD EMBEDDED 2-16d COMMON NAILS AT ISSUED FOR FILING u/8/zoz4 of 12-1/2" INTO CONCRETE W/ 6' O.C. FOR FULL LENGTH "SIMPSON"ET(HIGH STRENGTH ° OF STUD EPDXY ADHESIVE) 00 CS20 CS20 COIL STRAP AT EVERY • ° ° ROOF RAPIER ROOF RAFTER PROVIDE SOLID CS20 (SEE ROOF PLAN) BLOCKING AT ENDWALL i l i I LTP4 ALL iec�AND�a�+n(�aNµKNOWN THCOPIES E���nREE AM SSHED HAD�� SECURE COLLOR TIE TO R.R. WITH THE PROPERTY OF TW r ro� ��oNTOiwr amSED ONLY NTH ARESPECT TO ��R �� STUD TO BAND JOIST 1/2' THU-BOLTS WITH NUT AND JY DISTRIBUTION To MEET%T10AL REgAATORr REQUIREMENTS OR FOR OTHER PURPOSES IN " WASHERS (2 MIN. EACH JOIST) USE MODEL CS20 BY SIMPSON' LTP4 OF THE ARCHITECTS WTH THE coP PROJECT I NOT TO BE C oSTRUED AS PUBLICATIONRIGHTS. IN DEROGATION RIDGE SEE FRAMING 3-10d NAILS 0 EACH END OF STRAP 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. TOP PLATES TO STUD PLANS 0 USE MODEL SP6 (FOR 2 X 6 STUD SIMPSON SKEWABLE 'U HANGER WALL) BY'SIMPSON- LSSU COIL STRAPS MAY BE USED li �/� 6-10d NAILS TO STUDS HANGER SIZE TO MATCH DEPTH OVER SHEATHING. Y V l{t m1I�E Residence USE MODEL SP4 (FOR 2 X 4 STUD sP6 OF LUMBER 96o Marratooka Road WALL) BY"SIMPSON" 2" MIN. Mattituck, N' 6-10d NAILS TO STUDS GREENTREE TOP PLATE TO STUD HIP RAFTER DETAILS - COIL STRAP & COLLAR TIES CORNER HOLD-DOWN BAND JOIST TO SILL PLATE ARCHITECTURE DESIGN 8 9 10 11 12 i9 GREENTREE DRIVE Minimum two-ply OAKDALE,NY 11769 TEL:(516)848-7439 Minimum four-ply truss for quantity THREADED ROD EMAIL:greentreead@gmail.com truss for quantity of two applications GGRADER ORR AD of two applications that are offset /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 fee 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 ��� ��� A. Sf'°Fy/�cn 12.8.24 DRAWN BY 1' Min. SR TOP PLATES TO STUD 1 IOIdOwn FSC Lower wall �J`9 031601 O! USE MODEL H6 (FOR 2 X 6 STUD offset to top plate SCALE WALL) BY SIMPSON — prevent Strong-Drive ) splice shown OF 8-10d 14AILS TO STUDS AS NOTED 8-tOd NAILS TO TOP PLATE , SDS screw 4" Min. Perspective View of Comer H6 interference Conditions D�Single SDWF similar) HDU2 GRADE THREADED A307 OR D DRAWING TITLE DWG No. H T5 BETTER W/WASHER TOP PLATE TO STUD FLOOR TO FLOOR HOLD-DOWN FLOOR SPAN CONNECTOR FLOOR TO FLOOR SCREW FLOOR TO FLOOR SCREW STRAPPING ST-i. 02 13 14 15 16 17 DETAILS INSTALL 1" RIGID INSULATION CUT TO FIT BETWEEN THE RAFTERS. FOAM SEAL BOTH / INTERIOR WASE WALLS / SIDES ALONG RAFTER WITH / PIPE PENETRATION / / Y EXPANDING FOAM SEALANT. MAINTAIN EQUAL VENT SPACE ARCHITECTURE+DESIGN,P.C. FOR LENGTH OF RIGID LXP I FOAM AT / ETER OF PIPE INSULATION �� AIRSPACE 1/2" GYPSUM BOARD / PROFILE SHEATHING / ATTIC INSULATION 1x4 BLOCKING RE AT EXTERIOR WALLNUOUS BEAD CONTINUOUS BEAD OF ALANT / INSULATED EXTERIOR WALL PROVIDE INTERIOR SHEATHING AT IOR W ND CEILING CEILING GYPSUM BOARD € EXTERIOR WALL SHEATHING PRIOR TO�ASSEMBLY LADDER BLOCKING AS AIR BARRIER EXTERIOR INSULATED WALL CONTINUOUS BEAD CONTINUOUS BEAD OF SEALANT CON I INUuuti blL OF SEALANT 1/2' SHEATHING AND OF SEALANT HOUSE WRAP CONTINUOUS BEAD EXTERIOR INSULATED WAIL WOOD FRAME SOFFIT OF SEALANT ASSEMBLY INSTALL 1' RIGID INSULATION ---INTERIOR VERTICALLY TO CONNECT INSULATING CABINETR CONTINUOUS MINIMAL SHEATHING TO RIGID INSULJ4710 BAFFLE FOAM SEAL BOTH DINTS 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 DPANDING FOAM SEALANT MANUFACTURED RECESSED LIGHT E0MIRE TUB U CONTINUOUS MINIMAL --- —ROOF RAFTER ATTIC INSULA11ON TUB SURROU EXPANDING FOAM AT ME FLOOR RIGID INSULATION ATDC JOISTS (BE 0 WINDOW PERIMETER ASSEMBLY R-VAWE/THICKNESS PER CLIMATE CONTINUOUS BEN OF CONTINUOUS BEAD OF SEALANT SEALANTPROVIDE BLOCKING A CONTINUOUS BEAD HVAC DUCT EXPANDING FOAM SEALANT STUD CAVITY AT TUB --OF SEALANT CONTINUOUS BEAD AT EXTERIOR WALL PAINT COATING OVER GYP WOOD FRAME SOFFIT OF�A INSULATED EXTERIOR AS AIR BARRIER ASSEMBLY STUD WALL —CONTINUOUS BEAD THIN—PROFILE WALL OF ADHESIVE PROVIDE INTERIOR SHEATHING I SHEATHING AT EXTERIOR WALL PRIOR CONTINUOUS BEAD F CONTINUOUS BEAD TO SOFFIT ASSEMBLY EXPANDING FOAM SEALANT AT PERIMETER SEALANT OF SEALANT ECON7NUOUS BEAD OF SEALANT CONTINUOUS BEAD DRYWALI'CEILING EXPANDING FOA OF SEALANT RECESSED LIGHTING FIXTURE --WOOD FRAME FLOOR ASSEMBLY CONTINUOUS BEAD OF SEALANT CONTINUOUS BEAD OF SEALANT INTERIOR VERTICAL ISSUES / REVISIONS ELECTRICAL WERE CONTINUOUS BEAD ATTIC INSULATION CHASE OF SEALANT DESCRIPTION DATE No. TOP PLATE PLUMBING PIPE - PROVIDE INTERIOR SHEATHING ISSUED FOR FILING 12/8/2024 of WOOD FRAMING AT EXTERIOR WALL PRIOR EXPANDING FOAM SEALANT TOP PLATE TO INTERIOR WALL SHEATH INTERIOR OF ASSEMBLY CONTINUOUS MINIMAL ATTIC ACCESS TO EXPANDING FOAM AT EXPANDING FOAM +1" OF INSULATION L WINDOW PERIMETER WALL STUD SEALANT 1" RIGID INSULATION INTERIOR WAIL STUD WALL ACCESS PANEL DRAW ACCESS PANEL SNUG WITH PERIMETER SCREWS TRIM AS REQUIREDN" ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY GREENTREE FINISH CEILING ARCHITEC7M AND DESIGN (HEREIN KNOWN AS THE ARCHITECT) ARE AND WALL 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. SOON OR LADDER BLOCKING AS REQUIRED �NECCNTION" TO MEET WITH THE�IS NOT TO E CONSTRUE75 OR D D AS PPUFAna DP PURPOSES INSULATED EXTERIOR WALL OF THE ARCHITECTS OOMNON LAW COPYRIGHT OR OTHER RESERVED RIGHTS. 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 PEAna+ CONTINUOUS BEAD GREENTREE NETR ,r, I,� OF ADHESIVE ARCHITECTURE &DESIGN PROVIDE BLOCKING AT STUD CAVITY AT SHOWER M COLLAR ON �. METu FLAS AN FLASHING COLLAR AT EXTERIOR WALL ovLAYER OF RoaF �OVERLAP COLLAR CONTINUOUS BEAD OF SEALANT WER LAYER OF CONTINUOUS BEAD OF ROOF SINGLES SEALANT LOWER LAYER OF MALT ig GREENTREE DRIVE CONTINUOUS BEAD OF SEALANT ROOF ON OAKDALE,NY 11769 ONTINUOUS BEAD OF ADHESIVE LOWER LAYER OF PUY- CONTINUOUS BEAD INTERIOR WOOD FRAMED WALL ADHERED ROOF MEMBRANE ROOF SHINGLES �LAYER OF ASPHALT TEL:(516)848-7439 OF SEALANT ` EMAIL:greentreead@gmail.com 1/2" GYPSUM BOARD �LAOF ANE. 11LE SURROUND FINISH 1x6 BLOCKING ` �PEN�ETRRATIONNANE AND UNAUTHORIZED UNAUTHORIZED ALTERATION OF ANY ITEM ON \.__LCEMENT BACKER BOARD FLOOR = LAP OVER MEMBRANE INSULATED EXTERIOR �\�\`\ cam THING jfh THIS DOCUMENT IS STATEOLAA LION OF NEW YORK STUD WALL WITH H-�PLYWOOD cur PLYWOOD THIN—PROFILE WALL CONTINUOUS BEAD INSULATED EXTERIOR WALL ` AROUND PIPE PENETRATION CONTINUOUS BEAD JOB No. OF SEALANT 5'FOIL-FACED OF SEALANT EXTERIOR WALL SHEATHING a�ctu eAa�R POLYTSOCYANURATE 2024-820 INSULATING SHEATHING IN f A Rc CONTINUOUS BEAD ROD AND� 3 LAYERS(te,r,1.5-1 ~"` OF SEALANT JOINTS STAG( CONTINUOUS SILL SEALER DATE Gj •fit A• SE'p y�� INTERIOR GYPSUM WALLBOARD aosm cEtL FOAM BARR�R cDNTINUOUS RUY- — FULL WIDTH OF MUDSILL 12 8 24 O 6m;SHOWER PA AS AIR BARRIER ROD Arm A ONETER �BR,EADHERED M ( eAI:R�R) FOUNDATION WALL AS r PLYWOOD wrFH N-CLIPS AIR BARRIER DRAWN BY EXPANDING FOAM ROOF RAW SR --WOOD FRAME FLOOR ASSEMBLYAIR '9 u e N BARRIERCRETE AS SCALE ��00�1601 a o AS NOTED o n DRAWING TITLE DWG No. AIR SEALANT . . .a ST-1. 03 DETAILS 2 A2.01 A2.01 3'-2* 3!-2* LINE OF STAIRS ABOVE ARCMTECTURE+DESIGN, P.C. 4x4 ACQ TREATED RIM (TYP.)A(2) 21r POST WITH PB44 COLUMN ACCESS PANEL WITH BASE BY SIMPSON STRONG FJ 0 16' O.C. VENT TO OUTSIDE�L� - . _." "I - 1 41�'. %� C) TIE. TIE TO NEW 14*0 CONC. FULL HEIGHT SONOTUBE FOOTING MIN. 36' cl HT NEW 4' BELOW GRADE (TYP ALL) w I I CRAWLSPACE P.C. SLAB TYP FOOTING (OVER SLAB) 81-0, zz PROVIDE 12' THICK X 200 WIDE CONCRETE FREESTANDING DECK - DO NOT FASTEN TO FOOTINGS WITH (2) 14 BARS CONTINUOUS I aI'll V­­_"--_-- - ­I——-_ ­­ - STRUCTURE (TYPICAL ALL) TYP FOUNDATION 6' STUD AT REAR OF SERVICE PUMP ROOM FOR PROVIDE 8' WIDE 3000 PSI SHOWER AREA. BATHROOM EJECTOR PUMP. WIDTH 46' OR AS NEW 2X8" FJ ® 16" O.C. '.'�CONCRETE FOUNDATION WALLS W1 • REQUIRED BY #4 BARS 16' VERTICAL AND 18' 2 r STEEL STUD OVER MANUFACTURER NEW_4' HORIZONTAL O.C. HEIGHT TO SLAB 265 3'-9* EXISTING CMU. NEW P.C. SLAB 1 8'-0" TO MATCH EXISTING SERVICE CLOSET TO HAVE TYPE INTERIOR DRYWALL BATHROOM EXISTING UTILITIES TO REMAIN, NEW 2'-9' FASTENED TO STEEL HEIGHT. :I / I F F. STUD. 'X' DRYWALL WALLS AND CEILING LINE OF OVERHANG 2668 fAl W7-"ofC6 ABOVE NEW 44 ACQ TREATED POST WITH PB44 COLUMN SERVICE BASE BY SIMPSON STRONG ELECTRICAL 10 CLOSET TIE. 11E TO NEW 14'0 CONC. SERVICE EXISTING CMU 2668 (2) 2X6' RIM (TYP.) SONOTUBE FOOTING MIN. 36" now FOUNDATION TO REMAIN OEM BELOW GRADE (TV ALL) NEW SLAB b, 2Xe FJ 0 16' D.C. V 4* CONCRETE SLAB 3000 PSI 0 28] Do -FREESTANDING DECK DAYS. USE 6wx6px1.4 WWF OVER 6 DO NOT FASTEN TO mil VAPOR BARRIER. PROVIDE 4' NEW edia. PIPE COLUMN STRUCTURE GRAVEL BASE, TYP ALL NEW SLABS 7'-e WITH 24x24x12* DEEP r CONCRETE FOOTING GYM AREA TO CRA EXISTING BLOCK WALL I[If WL, R EXISTING ;I.I _f UP FOUNDATION TO REMAIN NEW PIPE 3*-0w L UNDISTURBED P.C. SLAB EXISTING BLOCK WALL COL FOUNDATION TO REMAIN .3 EXISTING STAIR TO LINE OF EXISTING DECK UNDISTURBED LINE OF EXISTING DECK CRAWLSPACE ABOVE EXISTING 2X8w FJ 0 16" O.C. Cj EXIST PIPE COL TO ABOVE C5 EXISTING BLOCK WALL REMAIN \\F- FOUNDATION TO REMAIN 2 UNDISTURBED EXISTING (3) 2X8' Z! I LO fit MAIN-0 NEW CMU EXTERIOR WALLS E) n ON NEW P.C. FOUNDATION (2) WALL Cn DECK POST TO BE TO NEW CMU TO BE C I>1 6? Ul -3 LANDING EXISTING ANCHORED TO NEW TOOTHED-INTO LNDI , IV-9 EXISTING CMU CONTRACTOR P.C. SLAB FOUNDATION EXISTING CMU. ALL TO GROUT ALL WALLS TO BE GROUTED '. II . I ZPOSSIBLE HVAC LOCATION NEW POURED CMU SOLID ELECTRICAL 2 F STEEL STUD OVER SOLID. SERVING BM & 1ST FL-7 CONCRETE BELOW HEADER SUB PANEL- NEW CMU, NEW INTERIOR NEW PIPE FOUNDATION 4' V WATER DRYWALL FASTENED TO COL ABOVE GRADE AT STEEL STUD. NEW 4"dia. PIPE COLUMN ERVICE---�. EXTENDED BASEMENT. vo. WITH 242402' DEEP CL. ......... (SEE TYP FOOTING lu I I .1 '. F CONCRETE FOOTING UNE OF SOFFIT 2068 LNDRY AND FOUNDATION w �'f C" ABOVE EIR ETR NEW EXTERIOR DOOR WITH ETR ETR 1.0 SLO Ca NOTE) ALIGN m SADDLE. DROP TOP OF LINE OF - FOUNDATION WALL 4! aHEADER 8 *6 NEW rx2' WIDE VAR 306 PLAY ROOM '52 FOR NEW DOOR--------, ABOVE I w U, RELOCATED _04 STEEL LINTEL 000 - NEW 2XIr RR ® 16" ()r NEW 4* X 5'!-3 WASHER/DRYER. P.C. SLAB 00 ABOVE TOP PITCH PER FOOT OUT CD EXISTING CMU COURSE CMU CONTRACTOR TO PROVIDE I FOUNDATION AND P.C. I I NEW DRYER VENTING AS 114 NEW SS "'�FOOLING TO REMAIN PER RCNYS THREADED ROD EXISTING BLOCK WALL A2.01 • CONTRACTOR r ) TO GROUT ALL INSTALLED INTO 20'-2 TO BE C ou- FOUNDATION TO REMAIN I EXISTING UNDISTURBED I 111i CMU SOLID FOUNDATION. NEW #5 REBAR /----MOW HEADER ---- 2r lll� ANCHORED INTO NEW FOUNDATION AT 16' O.C. ETR ETR NEW FOOTING DEPTH TO �*6EDMENT MATCH EXISTING. FOOTING ISSUES REVISIONS TO BEAR ON DESCRIMON DATE No. UNDISTURBED SOIL ISSUED FOR FILING U/8/2024 01 PROPOSED FOUNDATION PLAN PROPOSED BASEMENT PLAN SCALE: 1/4" = l'-O* \\AI.01 SCALE: 1/4" = l'-on ALL DRAWINGS. SPECIFICATIONS AND COPIES THEREOF FURNISHED BY GREEN7REE ARCHITECTURE AND DESIGN (HEREIN KNOW AS THE YALAW'W REMAIN THE PROPERTY OF THE ARCHITECt THEY ARE TO BE%'T nON W TO THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR 01HER 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: (D WOKE ALARM TO BE HAM-WIRED TO EEC. WITH BATTERY BACK-UP PER Proposed Addition to Residence 2010 RCNYS R313.1.2 CARBON MONOXIDE DETECTOR TO BE HARD-WIRED 70 ELEC. WITH 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 EG MINIMUM OPENABLE WIDTH OF 20*AND A CLEAR OPENABLE HEIGHT OF 96o Marratooka Road 24"PER 2020 Rmys SECTION R310. Mattituck, NY (D NEW JUNCTION BOX FOR NEW LIGHT/FAN FIXTURE 07%m EXTERIOR WALL CONSTRUCTION: VINYL SIDING OVER'TYVEK'HOLISEWRAP OVER 1/2' PLYWOOD SHEATHING. 2X6' WOOD STUDS 16' D.C. WITH R-21 BATT INSULATION. 1/2" GYPSUM GREENTREE 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 O 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 FINISHINGS TO BE FOUNDATION DRAINAGE TO COMPLY WITH SECTION R405 OF THE 2010 RCNYS. FOUNDATION REMOVED, NEW R-15 BATT INSULATION W/)r GYP. BD. ig GUENTUE DRWE WATERPROOFING AND DAMP-PROOFING TO COMPLY WITH SECTION R406 OF THE 2010 RCNYS. I NEW INTERIOR WALLS TO BE 20 WOOD STUD 16' D.C. W/V GYP. BD. OAKDALE,NY n769 ON EACH SIDE UNLESS OTHERWISE NOTED. TEL:(516)848-7439 NEW INTERIOR PLUMBING WALLS TO BE 2x6 WOOD STUD 16' D.C. W/)f EMAIL:greentreead@gmail.com FOUNDATION NOTES: GYP. BD. ON EACH SIDE UNLESS OTHERWISE NOTED. UNAUTHORIZED ALTERATION OF ANY ITEM ON PROVIDE NEW PRE-HUNG MASONITE DOORS W/PAINTED FINISH AND 1. BOTTOM OF FOOTINGS, AND SLABS SHALL BEAR ON SOIL EITHER COMPACTED FILL OR STANDARD HARDWARE G.C. TO COORDINATE WALL THICKNESS. THIS DOCUMENT IS A VIOLATION OF NEW YORK UNDISTURBED SOIL OF 957. PROCTER DENSITY. ALL BOTTOM OF FOOTINGS SHALL BEAR ON NUMBERS DENOTE DOOR SIZE IN INCHES, STATE LAW. SOIL, UNDISTURBED HAVING A MINIMUM BEARING CAPACITY OF (2) TWO TONS PSF. 0 INDICATES PARALAM POSTS-DOWN.SEE PLAN FOR SIZES.2. BOTTOM OF ALL FOOTINGS SHALL BE MINIMUM OF 3'-6" BELOW ADJACENT GRADE. STEP 13 INDICATES PARALAM POST UP JOB No.2024-820 FOOTINGS SHALL BE STEPPED AT 2'-0" HORIZONTAL: l'-O" VERTICAL BM SIZE AS INDICATED D A 3. ALL CONCRETE SLABS ON GRADE SHALL BE 4" THICK WITH A 12" PERIMETER. INDICATES CENTER OF STRUCTURAL BEAM DATE N A. S 4. ALL BACKFILL MATERIAL SHALL BE OF SAME TYPE OF SOIL AS REMOVED DURING EXCAVATION. 12.8.24 2X10-16,D.C. 0 5. ALL CONCRETE TO BE A MIN. 3,000 PSI AFTER 28 DAYS MINIMUM. --A 6. ALL REBAR ASTM A-615 GRADE 60 CEILING JOISTS-1� r AFF DRAWN BY INDICATES FLOOR JOIST,DECJ JOIST,CEILING JOIST,ROOF 7. FOOTINGS ARE TO BE INSTALLED ON UNDISTURBED VIRGIN SOIL. THE BOTTOM OF ALL FOOTINGS RAFTER. SR ARE TO BE INSTALLED A MINIMUM OF 3' BELOW GRADE UNLESS OTHERWISE NOTED. P.T.=PRESSURE TREATED,ACQ SCALE -1 031601 8. ALL SNAP OFF FORM TIES ARE TO BE REMOVED AND REMAINING OPENINGS ARE TO BE SEALED. ABBREVIATIONS: AS NOTED OF 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. PRESSURE TREATED O.C. ON CENTER HDR. HEADER 2010 RCNYS. C.J. CEILING JOIST U.O.N. UNLESS OTHERWISE NOTED DRAWING TITLE DWG No. F.J. FLOOR JOIST LVL LAMINATED VENEER LUMBER D.J. DECK JOIST H.H. HEADER HEIGHT u vUNDA TION A-1. OZ R.R. ROOF RAFTER F.F. FIRST FLOOR SLAB T MC MEDICINE CABINET PNTD. PAINTED DF DOUGLAS FUR PLANS 2 2 A2.01<( A2.01 16'-0' B'-0" WINDOW :. ARCHITECTURE+DESIGN, P.C. I I I I ( MUDROOM " I I I 1 14RIDN 0 I _ el 1 IPA01 Co 3068 j I I NEW WALL CONSTRUCTION: NEW WINDOW NEW WINDOW NEW WALL CONSTRUCTION: o amm VINYL SIDING AS SELECTED BY OWNER --- 1 VINYL SIDING AS SELECTED BY OWNER OVER 1" RIGID INSULATION OVER )" CDX 6'r 15'-0" 6 OVER 1" RIGID INSULATION OVER)r CDX PLYWOOD. 2X6 WOOD FRAMING- 16" O.C. PLYWOOD. 2X6 WOOD FRAMING- 16' O.C. - R-21 BATT INSULATION. )r GYPSUM R-21 BATT INSULATION. 7!" GYPSUM L, BOARD SHEATHING INSIDE, TAPED AND BOARD SHEATHING INSIDE, TAPED AND SPACKLED. SPACKD. KITCHEN 3 o Z (RENOVATION) g _ BEDROOM #3 EXISTING WOOD STUDS TO REMAIN. NEW FURRING INSTALLED FOR A FLUSH -- ASSEMBLY WITH THE NEW 6" STUDS. 0 0 _ NEW STAIRS DOWN R-13 BATT INSULATION INSTALLED IN --- - TO PATIO EXISTING CAVITY. ISLAND `i -- ------- I DRYWALL, T PED AND SPACKLED TO 14'-0" I 5'-0" 5'-11�" 3'-6r FINISH. EXISTING 2 10' 7'-5" » NEW 6'-0' SLIDING DOOR I 2068 2068 NEW WINDOW 2-g O CL UL CL ( o 3'-9' 9'-9" 2668 2068 0 3'-0�" 5'-5�' 31_0• � 0 2668 ® "ol 2 :IT, 068 2668 to oM Z BATH CL 2068 `" o 1 2668 F5 1 (�A] 't EXISTING SCREENED DECK z CL M INI G ROOM 71) TO REMAIN a- o D N 2668 s a I PRIMARY , Z Z -- BATH z o z I 668 I CONTRACTOR TO REMOVE 0 o DECK, FJ'S AND BEAM TO o " MILLWORK AS I `I' BEDROOM #2 ACCESS ROOF AREA. 0 1 1 SELECTED BY 2'-B" I n 3'-2" C" BELOW. M PDR OWNER NEW SINGLE-PLY ROOF RM I MEMBRANE WITH ALI- Z o RELATED FLASHINGS TO 24' POCKET 0 �, C-6' " BE INSTALLED OVER 13-8 INSULATION BOARD, OVER DOOR ( W.I.0 EXTERIOR GRADE 0 PLYWOOD. BATH WIN DOUBLE WINDOW I LO �.� � " EXISTING DOUBLE WINDOW ONCE COMPLETE, DECK IS 3 5-0 TO BE RETURNED TO IT'S z LIVING ROOM SLOPE yc� ORIGINAL CONDITION. PRIMARY BEDROOM EXISTING WOOD STUDS TO REMAIN. NEW R-13 BATT INSULATION INSTALLEDIN ESTING I AVITY. NEW INTERIOR DRYWALL,CTAPED AND SPACK D TO FINISH. A2.01 A2.01 I L_ NEW TRIPLE WINDOW NEW TRIPLE WINDOW ISSUES / REVISIONS DESCRIPTION DATE No. ISSUED FOR FILING ia/8/2024 01 1 PROPOSED FIRST FLOOR PLAN , ,, g,� 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 KNOVIN AS THE ARCHITECT) ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THEY ARE TO BE USED ONLY WITH RESPECT TD THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES BJ 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 SQ SMOKE ALARM TO BE HARD-WIRED TO ELEC. WITH BATTERY BACK-UP PER CAR N MO R313.OADE.2 Whitmire Residence ® CARBON MONOXIDE DETECTOR TO BE HARD-MIRED TO ELEC. WITH BATTERY BACK-UP PER 2010 RCNYS R3114.3 W7 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 EG MINIMUM OPENABLE WIDTH OF 2T AND A CLEAR OPENABLE HEIGHT OF 24'PER 2020 RCNYS SECTION R310. JQ NEW JUNCTION BOX FOR NEW LIGHT/FAN FIXTURE GREENTREE VINYL DINGG OVER ALL CONSTRUCTION: TYVEK HOUSEWRAP OVER 1/2' PLYWOOD SHEATHING. ARCHITECTURE &DESIGN 2X6" WOOD STUDS 16' O.C. WITH R-21 BATT INSULATION. 1/2" GYPSUM BOARD(INSIDE) TAPED AND SPACKLED 0 EXISTING WALL TO REMAIN i9 GREENTREE DRIVE EXTERIOR STUDS TO REMAIN. INTERIOR DRYWALL AND FINISHINGS TO BE OAKDALE,NY u769 REMOVED, NEW R-15 BATT INSULATION W/)f GYP. BD, TEL:(516)848-7439 NEW INTERIOR WALLS TO BE 20 WOOD STUD 16" O.C. W/)f GYP. BD. EMAIL:greentreead@gmail.com ON EACH SIDE. UNLESS OTHERWISE NOTED. NEW INTERIOR PLUMBING WALLS TO BE 2x6 WOOD STUD 16' O.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. ® INDICATES PARALAM POSTS-DOWN.SEE PLAN FOR 2024-820 RV_D ARC SIZES. ® INDICATES PARALAM POST UP DATE BM SIZE AS INDICATED 12.8.24 y 9 INDICATES CENTER OF STRUCTURAL BEAM DRAWN BY 2x10-16'O.C. ` SR - CEIUNG JOISTS- 10'-r AFF J'�`,9 031 sot O 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. q CENTER LINE P.T. PRESSURE TREATED O.C. ON CENTER HER. HEADER FLOOR C.J. CEILING JOIST U.O.N. UNLESS OTHERWISE NOTED 1�-t lj��` A�1• C�� F.J. FLOOR JOIST LVL LAMINATED VENEER LUMBER D.J. DECK JOIST H.H. HEADER HEIGHT PLANS R.R. ROOF RAFTER F.F. FIRST FLOOR SLAB MC MEDICINE CABINET PNTD. PAINTED i .��t ARCHITECTURE+DESIGN P.C. 2 A2.01 FULL ICE AND WATER LLf SHIELD AT LOW SLOPE X p I ROOF AREA (3:12) 4 ' N J to w ® LINE OF WALL BELOW w v. .p 'i i z lr z ~'{ `�t' f 3 — — ROOF CONSTRUCTION { X NEW 40 YR ARCHITECTURAL NEW "'�o NEW ASPHALT ROOFING SHINGLES TO MATCH EXISTING OVER 301 FELT SLOPE 2-1SLOPE I PAPER. %" MIN. PLYWOOD SHEATHING. PROVIDE ICE AND NEW 2x8 RR NEW 2x8 RR WATER SHIELD AT ALL VALLEYS ® 16" O.C. ® 16" O.C. AND PERIMETER PER RCNYS AND MFG. NEW ALUMINUM GUTTERS TIED TO NEW DRYWELL. COLOR AS POST DOWN TO SELECTED BY OWNER. / I SUPPORT NEW RIDGE SISTER NEW ROOF II RAFTERS TO EXISTING I I EXISTING EXISTING I SLOPE SLOPE — — — — — I c2 w z � I No I I EXISTING I SLOPE I — I EXISTING_ EXISTING SLOPE SLOP I I I 1 I ISSUES / REVISIONS DESCRIPTION DATE No. ISSUED FOR FILING 12/8/2024 of ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY GREEHTREE ARCHITECTURE AND DESIGN (HUM 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 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. 19GREENTREEDRIVE PROVIDE, 2 JACK STUDS ON EACH SIDE AND PROVIDE STRAPS, CS16 1-1/4" x OAKDALE,NY 11769 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 A. ARC 5. STUD TO DOUBLE PLATE: DATE � t A• sFp�,y��� PROVIDE TWO H2-5A TWISTED STRAPS @ EACH STUD; AS MANUFACTURED BY 12.8.24 SIMPSON STRONG TIE. ar -+ DRAWN BY Tk 6. RAFTERS TO DOUBLE PLATE: SR PROVIDE H2.5 TWISTED STRAPS (2) EACH RAFTER AS MANUFACTURED BY J'� ostsol SIMPSON STRONG TIE. SCALE q 'OFly� 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 2nd FLOOR A-i. o3 PLAN I - - NEW CONSTRUCTION EXISTING SHINGLE ROOF CONSTRUCTION GUT RENOVATION OF INTERIOR: NEW 40 YR ARCHITECTURAL ASPHALT - REMOVE INTERIOR DRYWALL ROOFNG SHINGLES TO MATCH EXISTING OVER - EXISTING STUDS TO REMAIN SPRAY FOAM ROOF RAFTERS 30# FELT PAPER. 9" MIN. PLYWOOD ((( - NEW R-15 BATT INSULATION AT CATHEDRAL CEILING TO MIN SHEATHING. PROVIDE ICE AND WATER SHIELD - � AFiCIIITECTLIRE+ DESIGN, P.C. - NEW INTERIOR DRYWALL, R-10 VALUE. AT ALL VALLEYS AND PERIMETER PER RCNYS TAPED AND SPACKLED REMAINDER OF ROOF IN AND MFG. DECK LIVING ROOM TO MIN R-49 SULA 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 THRU-BOLTED STAGGERED -REMOVE THE EXISTING DECK, JOISTS AND 16" ��_r�__.•_ - - LEDGER BOARD GABLE WALL TOP PLATE r 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 GABLE END WINDOW HEADER AT ` _- EXTENSION -REINSTALL EXISTING LEDGER BOARD WITH V-8■. - SIMPSON DECK TENSION TIE DTT2-SS NEW (3) 2x8 COLLAR TIES AT NEW TPO ROOF MEMBRANE OVER -INSTALL NEW KICK-OUT FLASHING BELOW CONNECTION OLD TO NEW TO COVER BOARD. PITCH R" PER LEDGER, ABOVE NEW ROOF MEMBRANE.---,,,,, SUPPORT POST DOWN. FOOT NEW WINDOW TYPE AS - SELECTED BY OWNER. MUST NEW ROOF RAFTER WITH BAIT EXIST FJ'S TO REMAIN MEET NYSECCC 2020 INSULATION 2x8 0 16" O.C. SILL HEIGHT OF NEW WINDOW NOT LESS THAN 24" AFF EXIST r. NEW ANCHOR BOLT TO BE 8x8 HEADER = INSTALLED INTO GROUTED NEW DRYWALL ON 2x10 LEDGER FASTENED TO w BLOCK BELOW R-3.5 FOAM FURRING STRIPS NEW STRUCTURE BOARD ADHERED FUR OUT a TO CMU WALL. NEW ROOF RAFTER AS NEEDED 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�- INSULATED WITH SHIELD .� R-13 BATT. _ CONTRACTOR TO INSTALL (10) " BASEMENT o PLAYROOM ALUMINUM GUTTERS AS COURSES OF CMU IN COURSE WITH o THE EXISTING BLOCK WALL. TOOTH ENTRY Z SELECTED BY OWNER IN NEW CMU INTO EXISTING. RO GROUT SOLID. #5 REBAR FULL 0° HEIGHT WALL. LINE OF EXIST FOOTING AND CMU OVERHANG DIMENSIONS TO FOUNDATION BEYOND MATCH EXISTING T.O. CURB HT HDG RAFTER TIE DOWN BY SIMPSON STRONG TIE GRADE (PAVED) NEW WALL CONSTRUCTION: ° VINYL SIDING AS SELECTED BY OWNER MUDROOM KITCHEN NEW FOOTING AND FOUNDATION. SEE ' ' ' ' ' '' �• OVER 1" RIGID INSULATION FOUNDATION PLAN OVER }!r CDX PLYWOOD. 1.11 2X6 WOOD FRAMING- 16" O.C. r. R-21 BATT INSULATION. )� GYPSUM BOARD SHEATHING INSIDE, TAPED AND SPACKLED. R-19 BATT INSULATION IN Lj N CONS'-RUCTION EXISTING FLOOR JOISTS 1 PROPOSED SECTION AT LOWER LEVEL CMU HDG ANCHOR BOLTS A2.01 SCALE: 1/2" = l'-0" FOUNDATION WALLS PROVIDE 10' WIDE 3000 PSI, AIR ENTRAINED PC FOUNDATION WALLS WITH 14 "• BARS 37" O.C. VERTICAL. PROVIDE TOWARDS THE INNER SIDE OF WALL ON TENSION ° I ° SIDE. PROVIDE HORIZONTAL REINFORCING AS FOLLOWS: (1) ' #4 BAR WITHIN 12"OF THE TOP 4' .4 OF THE WALL AND (1) #44 BARS .. ISSUES / REVISIONS 24" O.C. E.W. DESCRIPTION DATE No. • '° CRAWLSPACE '• a BATHROOM ISSUED FOR FILING u/8/2,024 o>i GRADE (VARIES) WITH ACCESS HATCH 'SIMPSON" HDQ8 2-16d COMMON NAILS HOLD-DOWN 0 6" O.C. FOR FULL LENGTH -III-III-I I ( ( BASEMENT SLAB OF STUD 6" CONCRETE SLAB 3000 PSI 0 28 I I-I I (—( I I `'• DAYS. USE 6"x6"xl.4 WWF OVER 2" o I I—III ( FOAM BOARD OVER 6 mil VAPOR O ;ti' ;ti BARRIER. PROVIDE 4 GRAVEL BASE ALL OWING% SPECIFICATIONS AND COPES THEREW FURNISHED BY CREENTRE O I i I--) I I ° ° ARCHITECTURE AND DE% (HEREIN KNOWN AS THE ARCHITECT) ARE AND SHALL REMAINTHE 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 O CONNECTION WRTH THE PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS O •'� •... • d. •.. •. • ° -III Proposed Addition to Residence Whitmire Residence 2 PROPOSED SECTION AT KITCHEN EXTENSION 96o Marratooka Road A2.01 Mattituck SCALE: 1/2" = 1'-0" ' NY GREENTREE ARCHITECTURE f-DESIGN PROVIDE SOLID BLOCKING ?:9 GREENTREE DRIVE ENDWALL OAKDALE,NY U769 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' ET (HIGH STRENGTH EPDXY ADHESIVE) 2024$2O DATE RED AR�F' � A. SF C,�,/� 12.8.24 DRAWN BY 3 TYPICAL HOLD DOWN DETAIL SR A2.01 SCALE: 1/4" = l'-O" SCALE ,9 031601 O AS NOTED DRAWING TITLE DWG No. SECTIONS A-2. 01 I 7'" 6C )v ARCHITECTURE+DESIGN, P.C. CRAWLSPACE FOUNDATION AND SLAB TO BE 8'-2r REMOVED ENTIRELY. 16'-3' EXTERIOR WALL CONTRACTOR TO PROPERLY DISPOSE OF TO BE REMOVED EXTERIOR _ 7—yy- STRUCTURE, ROOF, /TrMATERIAL OFF SITE SKYLIGHT TO BE 1`��� E -1 REMOVED I EXTERIOR WALL ' AND DOOR TO BE — • REMOVED 0 I , ' CONTRACTOR TO REMOVE io �l , , ' , , EXTERIOR WALL AND EXTERIOR FRAMING. —_--"J BENDOW TO REMOVED � L -----, � RWALL TOEMOVED BE BAY WINDOW OVERHANG � � ; � ';� � ' ABOVE TO REMAIN ' UNDISTURBED. r� �' -- SKYLIGHT TO BE 1 , _ REMOVED I ' EXISTING ELECTRICAL ' L—'— SERVICE TO REM AI . —1 7'-2" i i IBATHROOM WALL TO J ROOF ABOVE BAY UNCONBAD1 ELATED I ( KITCHEN BE REMOVED FOR WINDOW TO REMAIN �— i NEW SLIDING GLASSDOOR I EXISTING GIRDER TO ---__ I REMAIN. CONTRACTOR TO BEDROOM 2 ALL KITCHEN MILLWORK TO PROPERLY SUPPORT — i ' r----- ----- ----- -------------------------� DURING COLUMN INSTALL BE REMOVED. I , BLOCK FOUNDATION TO I W D ALL INTERIOR WALLS AND CL SCREW JACK SUPPORTS -------- aL TO BE REMOVED REMAIN ( --- FINISHES TO BE REMOVED CLOSET TO BE CHIMNEY TO BE ' 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 �� BASEMENT INTERIOR WALL TO � I ROOFING. BOILER TO BE REMOVED FLOOR JOISTS, GIRDERS, I ' ' REMAIN I ' AND COLUMNS TO EXISTING DECK SUPPORT I r"'"—"— i FCLOSET ----- TO REMAIN UNDISTURBED. ( I------ ' I I I'I �` I I QL 1 ' PRIMARY BEDROOM ' SCREW JACK SUPPORTS TO BE REMOVED ----- ----- ------ -_—_--_ I I--------+ 'l= BLOCK FOUNDATION TO CONTRACTOR TO REMOVE — -- — NOTE: EXISTING 1 1 EXTERIOR BLOCK WALL REMAIN I- 'I _-_-- ------ CRAWLSPACE TO REMAIN ALL INTERIOR WALLS ANDSTAIR NEW WALL WILL BE " __ �) FINISHES TO BE REMOVED I ; (------ -- — ----- „ I TOOTHED—IN TO EXISTING _ — __—___ � _ __ OIL TANK TO BE _=___ --------- ------ ----- I WALL. SOIL TO BE (�' REMOVED EXISTING ELECT 1 _____ STABILIZED DURING I ; LIVING ROOM "---- _____—__ ------ REMOVAL _ 1 ' r — SUBPANEL TO ROOF ABOVE SCREENED , (� r ? _TZ"I_ I� f — -- -- -- ----- REMAIN. 1 I t"----- 1 IN PORCH TO REMAIN ' I I I I ' ►►��--�� ALL INTERIOR WALLS AND �!1!1 ; I I ; ;------- ® � , I ' I FINISHES TO BE REMOVED WALL AND DOOR TO BE ----- ------ L____ J u------ I I REMOVED NOTE: GUT RENOVATION i A 1 T I _____ ( INTERIOR DRYWALL TO BE I INTERIOR DRYWALL TO BE I C__—__ 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 ol- STAIRCASE TO BE oo THROUGHOUT THE 2 THROUGHOUT THE 2 • —WALL AND REMOVED 01 o BUILDING. BUILDING. IEXTERIOR DOOR EXPANDED NOTE: GUT RENOVATION NO I EXPANDED NOTE: GUT RENOVATION NO TO BE REMOVED. RIOTING UNCONDITIONED 1#0 WORK TO THE EXTERIOR SIDING OR WORK TO THE EXTERIOR SIDING OR ICONTRACTOR M REMOVE ROOFING WILL BE PERFORMED. PROJECT IS ROOFING WILL BE PERFORMED. PROJECT IS TO REMAIN BASEMENT ( DECK AND FRAMING TO AN INTERIOR RENOVATION ONLY, DRYWALL BEDROOM #3 AN INTERIOR RENOVATION ONLY, DRYWALL I ( ACCESS THE ROOF OF M BE REMOVED, MISSING SECTIONS OF TO BE REMOVED, MISSING SECTIONS OF THE BASEMENT INSULATION WILL BE INFILLED AND NEW INSULATION WILL BE INFlLLED AND NEW EXTENSION. REVIEW DRYWALL INSTALLED. TAPE AND SPACKLE DR FINISH. DRYWALL INSTALLED, TAPE AND SPACKLE EXISTING 00 EXTENTS OF DECK M FINISH.4'-9" REMAIN EXISTING SUPPORT REMOVAL , HEADER TO REMAIN oo Ri CONTRACTOR M 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 PLANK"_3 � SECOND FLOOR DEMOLITION PLAN ISSUED NOTES 5/18/2025 Ol DEMO NOTES PER TOWN /i8/2o25 02 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 (IIIIN KNOWN AS 1HE ARCHITE 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 dSTRIBURON TO MEET OFFICIAL REGIJLA70RY 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 0 SMOKE ALARM TO BE HARD-WIRED TO ELEC. WITH BATTERY BACK-UP PER 2010 RCNYS R313.1.2 CARBON MONO)aDE® BACK--UP PER 2010 RCNYSR TO BE HARD-WIRED TO ELEC. WITH BATTERY 313.4.3 Proposed Addition to Residence ® W- WINDOW D- DOOR S- SKYLIGHT(SEE SCHEDULE) Ec � fAN OPENING. MINIMUM OPENABLE WIDTH OF 40D A CLEAR OPENABLE HEIGHT OF j�, 24' PER 2020 RCNYS SECTION R310. Y�/�Y llitmlre Residence (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. 2X6'WOOD STUDS 16'O.C. WITH R-21 BATT INSULATION. 1/Y GYPSUM BOARD (INSIDE) TAPED AND SPACKLED 0 EXISTING WALL TO REMAIN GREENTREE EXTERIOR STUDS TO REMAIN. INTERIOR DRYWALL AND FlNISHINGS TO BE ARCHITECTURE &DESIGN REMOVED, NEW R-15 BATT INSULATION W/Yt"GYP. BD. IMIMM NEW INTERIOR WALLS TO BE 20 WOOD STUD 16" O.C. W/)r GYP. BD. ON EACH SIDE. UNLESS OTHERWISE NOTED. i9 GREENTREE DRIVE NEW INTERIOR PLUMBING WADS TO BE 2x6 WOOD STUD 16' O.C. W/)" OAKDALE,NY 11769 GYP. BD. ON EACH SIDE.UNLESS OTHERWISE NOTED. TEL:(516)848-7439 PROVIDE NEW PRE-HUNG MASONITE DOORS W/PAINTED FINISH AND EMAIL:greentreead@gmail.com 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 R'ED ARC 2X10-116'O.C. DATE CEILING JDISTS- IIY-r AFF 12.8.24 4r�\����� INDICATES FLOOR JOIST,DECJ JOIST,CEILING JOIST,ROOF RAFTER. P.T.=PRESSURE TREATED,ACO DRAWN BY yt yF ABBREVIATIONS: SR J, � 031601 V.I.F. VERIFY IN FIELD P.C. POUREDCONCRETE SCALE Cr CENTERLINE P.T. PRESSURE TREATED AS NOTED O.C. ON CENTER HDR. HEADER C.J. CEILING JOIST U.O.N. UNLESS OTHERWSE 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 DOUGLAS FUR DEMOLITION D_I. o1 PLANS i ROOF CONSTRUCTION NEW 40 YR ARCHITECTURAL ASPHALT ROOFING °"` 7TCL a s = SHINGLES TO MATCH EXISTING OVER 30j FELT I ARCHITECTURE+ DESIGN, P.C. PAPER. W MIN. PLYWOOD SHEATHING. PROVIDE ICE AND WATER SHIELD AT ALL VALLEYS AND 2 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 AN INTERIOR RENOVATION ONLY; DRYWALL NEW WALL CONSTRUCTION: TO BE REMOVED, MISSING SECTIONS OF VINYL SIDING AS SELECTED BY OWNER OVER 1" RIGID INSULATION OVER)!" CDX INSULATION WILL BE INFlLLED AND NEW EXPANDED NOTE: GUT RENOVATION NO PLYWOOD. 2X6 WOOD FRAMING- 16" O.C. DRYWALL INSTALLED. TAPE AND SPACKLE TO FINISH. WORK TO THE EXTERIOR SIDING OR R-21 BATT INSULATION. 1�" GYPSUM ROOFING WILL BE PERFORMED. PROJECT IS BOARD SHEATHING INSIDE, TAPED AND 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 , TO FINISH. TO30 D L2�4� DH 4649 FIXEDbW L2849:DH 3049 DH 3049 DH II FIN. FLOOR HT, 0'-0" NEW CMU EXTENSION UNDER DECK. SEE SECTION SHEET A2.0 ETR ETR GRADE 9v (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 BA SEMENT FL HT.y 1 EAST SIDE ELEVATION 2 NORTH SIDE ELEVATION A2.02 SCALE: 1/4" = l'-0" A2.02 SCALE: 1/4" = l'-O" / ROOF PITCH TO MATCH ISSUES REVISIONS EXISTING DESCRIPTION DATE No. ISSUED FOR FILING 22/8/2024 of 2 DEMO NOTES PER TOWN 48/2025 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 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 EXIS EC ARCHITECTURE AND DESIGN (HEREIN KNOWN AS THE ARCHITECT) ARE AND SHALL REMAIN THE PROPERTY OF T.PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT. SUBMISSION OR 430 DH DISTRIBUTION TO MEET OFFICIAL REGULATOTHEY RY ARE TO OR FOR OTHER PURPOSES IN CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUED AS PUBUCATK7N IN DEROGATION OF THE ARCMTECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS. EXISTING DECK Proposed Addition to Residence Whitmire Residence 030 D 96o Marratooka Road ETR 0 Mattituck, NY Li 2849 DH 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 ARC DATE �.Gj 40�( A. SEp�'y�A 05.18.23 cv h 3 WEST SIDE ELEVATION DRAWN BY �O2 SCALE: 1/4" = l'-O" SR 031601 SCALE �OF IVt,,y AS NOTED DRAWING TITLE DWG No. ELEVATIONS A-2. 02 'B' i ARCHITECTURE+ DESIGN, P.C. i _..._ 2830 DH NEW CMU EXTENSION UNDER DECK. SEE SECTION SHEET A2.01 Q NEW 1 STORY ADDITION NEW 2 STORY ADDITION INTERIOR RENOVATION AND WINDOW REPLA LY GRADE I. NEW CONSTRUCTION I. SOUTH SIDE ELEVATION A2.03 SCALE: 1/4" = 1'-O" ISSUES / REVISIONS DESCRIPTION DATE No. REVISION 9/30/23 oT REVISION PER OWNER 1/11/24 oz REVISION PER TOWN /24/2 o ALL DRAWINGS. SPECIFICATIONS AND COPIES THEREOF FURNISHED BY GREENTREE ARCHITECTURE AND DESIGN (HEREIN KNOWN AS THE ARCI�TECTI ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THEY ARE TO BE USED ONLY WITH RESPECT Tb THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REOUIREMEWIS OR FOR OTHER PURPOSES MI CONNECTKIN'ITN 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 Whitmire Residence 96o Marratooka Road Mattituck, NY GREENTREE ARCHITECTURE &DESIGN i9 GREENTREE DRIVE OAKDALE,NY n769 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. 2021050 BRED ARCy DATE G��oft A. S 05.18.23 9 n DRAWN BY SR 031601 SCALE OF AS NOTED DRAWING TITLE DWG No. ELEVATION A-2. 03 J, ARCHITECTURE+DESIGN, P.C. MAXIMUM ENVELOPE _ ROOF HT. (+&) 25-6" o, __.....,._.._._...�_.- _.. ___.r.. ABOVE GRADE ROOF PITCH TO MATCH / EXISTING 0 ® 030 D 03Q D IWD TR O 12849 DH LL EXISTING GRADE NEW 1 STORY ADDITION GRADE 38'-8" TO PROPERTY UNE NEW 2 STORY ADDITION OVER 90'-0" TO PROPERTY UNE 1 SKY PLANE ELEVATION-SIDES A2.04 SCALE: 1/4" ISSUES / REVISIONS DESCRIPTION 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 ARUEC'►) ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THEY ARE TO BE USED ONLY MATH RESPECT TO THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REOUNEMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUED AS PUSUCA71ON IN DEROGATION OF THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS 2830 DH Proposed Addition to Residence Whitmire Residence 96o Marratooka Road TM Mattituck, NY Qj GREENTREE 3049 DH ARCHITECTURE &DESIGN i9 GREENTREE DRIVE OAKDALE,NY 11769 TEL:(516)848-7439 EMAIL:greentreead@gmaiI.com UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS DOCUMENT IS A VIOLATION OF NEW YORK STATE LAW. INTERIOR RENOVATION AND WINDOW REPLACEMENT ONLY NEW 2 STORY ADDITION NEW 1 STORY ADDITION 25'-0" TO PROPERTY UNE JOB No. 2023-050 ��REp ARCy DATE �Gj ��S A. SFp� 05.12.25 DRAWN BY 2 SKY PLANE ELEVATION-REAR SR J�q 031601 yo A2.04 SCALE: 1/4" = 1'-0" SCALE N ED OF AS NOT DRAWING TITLE DWG No. SI<-Y PLANE A-2. 04 COMPLIANCE i 4 VIK 41 ;4k L-44, Aw a' . 40 -+k i 1 f �, + • `• �► � � R M « i � . 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SUFFOU s - �; °s. \ \ ,a *0.5_.s $ wss A 3 �,.•'�' �1$Jx a —.. 12 1* z f€ \ Ittti,.. s � *.� �' sj Y � .n�,.. e ,,.9 t+e" xaZ If 4 O 1 a '?•c. ,'„^"2'A' 1 - `: xA to 9 a°"�� e� ' S, ,� __..... II.xMel 1 eu : to c � t•'sa z ..:"* „ 3 s ffYr s' v > 4 ,i . - W' ;,� . IF ��:4♦I 7 � Ef 6EC \� _ w_ IT F mA,en *1v `' ;� ,��� p- - �*•�� � � r 14 usra"t.e t At .'PROSE N ' �,•'° - •`•,"' :':,,:."„'"• --- "".. _:..� COUNTYY OF SUFFO'LK N xNO.eTwIClEa,t su wa, wunwCo sE.T'-N C c 2 N c w,T Agy E _ 0 M 115 __ __ $ Hobson, Thomas From: Krista Jones <millstonepropertyservices@gmail.com> Sent: Friday, November 21, 2025 9:29 AM To: Hobson,Thomas Subject: Fw: Notarized paper Importance: High Hi Tom, Please see the below authorization for my communication on the Whitmire application. 1 I plan to attend the inspection on Dec 10th.Are you able to share with me the documents that were submitted? Thank you! 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E �*,N�x a a� RR 3 n a R d 7 _ TRACI " S ERMIT Onecall2tray is real estate in a different way! 363 Terryville Rd Terryville, NY 11776 (631)492-0927 TRACI@TRACISPERMITS.COM October 29, 2025 JECEIVE Whitmire Residence 960 Maraooka Rd OCT 3 1 2025 Mattituck Ny Southold Town Board of Trustees 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 a Traci's Permits Inc. www.tracispermits.com ITT, Schedule a Call: calendly.com/tracispermits �' Facebook: facebook.com/tracispermits 11# Instagram: @tracispermits Cantrell, Elizabeth From: Cantrell, Elizabeth Sent: Monday, October 27, 2025 4:40 PM To: 'traci@tracispermits.com' Subject: Whitmire;SCTM# 1000-115-9-8.1 Good Afternoon, In reviewing this application at this time the application is incomplete. • The plot plan is not to'scale, does not have all of the dimensions and the written project description dimensions do not match/add up to the square footage of the plot plan. You submitted side view elevations and demolition plans(D1.01) but not the construction page for proposed which,is making this very difficult to understand. Please submit four to-scale copies of proposed,which is a requirement. • The written project description is missing information. What is the first floor square foot footprint of the existing dwelling? This office has to permit the dwelling when constructing additions. • It appears part of the screened porch is being temporarily removed to install the basement expansion? Is the screened-in porch being reconstructed due to basement expansion? What is the total dimension of the reconstructed/repaired screened porch? • Your plot plan has a different expansion for all proposed than the survey,which is correct? Both must match or you submit an existing only survey and a plot plan. • The elevations show a one-story and a two-story addition,what is the size for each? You have 11'x16'two-story addition in current written description. • What is the size of the new entry where the new sliding glass door will be? Please add that to the written description and plot plan. While this application is currently postponed you still have until Wednesday to submit the revised project description and updated written project description for November's public hearing. The project description can be emailed but the plans need to be to-scale and either dropped off or mailed in ASAP. Once complete a noticing packet will be mailed to you unless you want to pick it up. Posting the property,staking out the proposed and noticing the neighbors need to be completed by end of day Tuesday, November 4th. Please advise on whether to mail or pick up the noticing. The office is closed on November 4th for Election Day. ECiza6eth Cantreff Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631)765-6641 f ' 1 Glenn Goldsmith;President Town Hall Annex 54375 Route 25 A.Nicholas Krupski,Vice President. P.O.Box 1179` Eric Sepenoski " Southold,New Yolk 11971 Liz Gillooly Elizabeth Peeples ': Teleplione'(631) 765-1892 Fax(631) 765-6641 BOARD OF.TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application _Wetland Permit Application Administrative Permit Amendment/Transfer/Extension HP P 1 1 2025 Received Application::. _: Received Fee 1,1C soutnoldTawn If, Completed.Application:... ( 11i' Board oflYustees _Incomplete:; /a ?IX57. SEORA Classification.'Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency.Determination.Date: Coordination(date sent): . �LWRP Consistency Assessment Form Sent:: .CAC Referral Sent: .N Ift. .. _Date of Inspection: Ia o Receipt of CAC Report... _ _Technical Review: _Public Hearing Held 2 Resolution - Owner(s)Legal Name of Property (as shown on Deed);.., fir. ——� Mailing Address: Phone Number:- 5.(C) 2- � 5 'Suffolk:County Tax Map.Number 1000 - �. L- Property Location. �� n ` (If necessary;provide LILM Pole#, distance to cross streets, and location) AGENT(If applicable)t rr--� Mailing Address: l� Ili Phone Numbed —lC( = �� Email:. - ( . U COV( S2n and of. Trus tees. Aoplicati GENERAL DATA: Land Area ins uare feet ( q ) � CL _ Area Zoning , Previous,use'of property; Intended use of property!. V. Covenants and Restrictions on property?. Yes No If"Yes" lease provide a p P copy. . Will this project require a Building Permit as per Town Ye Code? sNo If ,Yes",:be,advised this.application will be reviewed by the Building Dept.prior.to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? 'es _No If"Yes",please provide copy of decision. is project re y demolition as per Town Code or as determined by the Building Dept.? . Yes No Does the structure(s)on property have a valid Certificate of Occupancy: Yes No Prior permits/approvals for site improvements: Age" Date no ❑ No prior permits/approvals for site improvements. Has any permit/approvalever been revoked or suspended by a governmental agency? No Yes If yes;provide explanation.:: : .. Project Description use attachments if necess 1 v u) Th . X� ('L .. . .. . . . . . l ;ard .of Trustees Applicati WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations:, T\r;. __ � �" -'�f� Area of wetlands on lot: .: square:feet Percent coverage of lot: _: Closest distance between nearest existing structure and upland edge of wetlands: LCO Closest distance between nearest proposed structure and land edge of wetlands: Does the project involve excavation or filling? No Yes If yes,how much:material-will be excavated? cubic yards How much material will be filled?. cubic yards Depth of which material will be removed or deposited: 66. ..,feet Proposed slope throughout the area of operations: Manner in which material will be removed or deposited. �� d. p — LW Statement.of-the effect,if any,on the wetlands and tidal waters of the town that may result by reason.of such proposed operations (use attachments if appropriate); JN C(---olqjw ............ CU ....... �J . ............ 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part 1-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 1-Project and Sponsor Information t_Ohk-vmi rc, Name of Action or Project: Project Location(describe,and attach a location map): �A Brief Description of Proposection: VO P ( � � ^ lP7J l^mac 0-1�11'1 et, l C� IBC C (�C-� . p rpPp 1Q c�- 5--.(�t� C�C�CQ l�((`�'1 �Idi. r--cam-f Name off Applicant or Sponsor: Telephone:Qn 1 J 1 s E-M kffi Address: T C City/PO: State; T C1.Does the propo ed action on y involve the legislative adoption of a plan,local law,ordian , 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! NO YES If Yes,list agency(s)name and permit or approval: 3.a.Total acreage of the site of the proposed action? acres y b.Total acreage to be physically disturbed? acres C J 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. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial ❑Residential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Other(specify): ❑Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? b.Consistent with the adopted comprehensive plan? 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? v 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? 1/ 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 YES If No,describe method for providing potable water: LI- 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? V 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 I YES 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: ❑Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban ❑ Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO S 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? ®NO❑YES b.Will storm water discharges be directed to established conveyance systems(ru�nq�and storm drains)? If Yes,briefly describe: (ZNO❑YES Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment 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 the location of an active or closed NO I 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 INFORMATIO ED AB 1S TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGETi r� Applican onsor na Date:BL Sign e: 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 occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning f / regulations? V 2. Will the proposed action result 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 characteristics 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 energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? S. Will the proposed action impair the character or quality of important historic,archaeological, t/1 architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, o waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage / problems? A/ 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. ❑ 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 `surd of Trustees Appllcat{.___1 AFFIDAVIT BEING:DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(.S)-AND THAT ALL STATEMENTS CONTAINED HEREIN ARE-TRUE TO THE.BEST OF-HIS/HER KNOWLEDGE AND BELIEF, AND THAT ALL WORK.WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO-HOLD THE.TOWN OF SOUTHOLD AND-THE BOARD.OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),-IF GRANTED. :IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE•THEE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES INS CONJUNCTION WITH THIS'APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE :COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Signature of Property Owner "Signatureperty Own SWORN TO BEFORE ME THIS alo DAY OF� uS� a 20 � .� . .._s,C k✓far..I..."..atas",u. _- •4—• " Notary Public , DARLENE K BRUSH ' Notary Public-State of New York A NO.0 1 SR6318051 Qualified in Suffolk County My Commission Expires Jan 20,200L7 _4ard of. Trustees Applicat� e AUTHORIZATION (Where the applicant is not the owner) N S (Crtcz) I It, owners of the property identif ed as SCTM#-.I000 t in the town of Q \Tl� .:New York hereb authorizes . . . Y har mem-, D k to act as my.agent and handle.all. necessary work involved with the application process.for perinit(s) from the,Southold Town: Board of Trustees for this property. Prope Owne?s.Signature opert Owner' ' nature SWORN TO BEFORE ME THIS 4 DAY OF lku q US , 20 a` Notary Public DARLENE K BRUSH Notary Public-State of ND20_ NO.018R6318051 Qualified in Suffolk Co My Commission Expires Jan - ,. , _hard of .T.rustees Appl .cati a AUTHORIZATION (Where the applicant.is not the owner) owners:of the property identified as SCT& 1000- in the town of New York,hereby authorizes Y to act as m agent and handle:all .g necessary work involved with the application process.for permit(§)from the Southold Town Board of Trustees for this property. Properly Owner's_Signature Prop weer' ' nature SWORN TO BEFORE•ME THIS O�� DAY OF v v.S-� , 20 Notary Public DARLENE K BRUSH Notary Public•State of New York NO.01SR6318051 Qualified in Suffolk County My Commission Expires Jan 20,20L-7 hard of Trustees Applicati" AFFIDAVIT . BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE. DESCRIBED PERMIT(S) AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF;AND THAT ALL WORK WILL BE DONE IN THE MANNER'SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO,HOLD THE TOWN OF SOUTHOLD.AND THE• BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT'THE PREMISES IN CONJUNCTION WITH THIS-APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE'BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT: Signature of Property Owner Signature o o wner SWORN TO BEFORE ME THIS DAY OF S I , 20 Notary Public 6 p DARLENE K BRUSH :-c• u:- ;w•,.;..:,.:; - Notary Public-State of New York NO.01BR6318051 Qualified in Suffolk County My Commission Expires Jan 20,20a-1 APPLICANT/AGENT/REPRESENT:A.TWE TRANSACTIONAL DISCLOSURE,FORM The Town of Sou thoId's Code of Ethics prohibits conflicts of interest on the Hart of town officers and employees.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 nsame. r YOUR NAME:�y.J����r � �1`l'�1 �i (Last name,first name,griddle initial,unless you are applying inthe name of someone else or other entity,such as a company.If so,indicate.the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other \�� (If"Other'',name the activity.) 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 even a partial ownership of(or'employment by)a corporation in which the town officer or employee owns more than V 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 than 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 Submitte s a o ?np� Signatur Print Nam Form TS I "pt. ICANVAGENT/REPRESENTAT.M. TRANSACTIONAL DISCLOSURE FDRM F. e To o` so b tc ien a Is wn mt ofl `d oh ° 'u t eh nei' lt wm t ' hi a f ewfi teverad io is pecessarvto`avocd same 1 . C YOUR NAME:,,. . .. ` ( . st:name;.first name,: fiddle initial,unless you are'apply�ng n the name of someone else or.other entity,'such as a company::If to,indicate the.other person's or company's name) NAME QF:APPI;ICATION: (Check all thatapply.) Tax grievance. Building. Variance., Trustee . Change of.Zane Coastal Erosion Approval.of.plat Mooring Exemption_from.plat or official:map Planning Other .77 (If"Other,name the actwity.) Do:you personally(or;throughyouF company,spouse*sibling,parent,or child)have relat�gtishtp with any officer ar employee of the Town:ofSquthold� "Relationship"includes by'blood marring qr b`ussness cr+terest ".$ustness;interesf means a 6usirress;, inc iiidmg a partnership h which the tgtim officer or employee h e a partial owrtershcp of(or employment f?y)a corpomf�on. ,.. in which thq:'town officer or'employee owns chore then shares, YES n ..NO if you answered"YES',compiete the balanceof this form and date and sign where indicated. Name of rson em to ed b the Town.of Southold r pe p..Y y : Title'or position of that person .. T .. Describe the relationship between yourself(the applicanUagent/representative)and the town officer:or employee.Either check the:appropriate hne'A)through:D):and/or describe in.he space provided.: . The town officer or:employee o"r his:or her.spouse,sibling;parent,or child is(check:all that:apply)r �A)the owner:of grearcrthan 5"/c oftha shares of the corporate stock'of the apphcapt (when the.apphcanf,is a corporapon); : B)the legal oi;beneficial owner of any:interest m a non corporate entity(when the applicant is not a corporation); C)an otEcer,'director,partner,or employee of the;apphcant;or , D).the.actual applicant. DESCRIPTION OF RELATIONSHIP Subtnitted.. 20 Prmt.lVatne Form TS 1 .. APPLICANT/AGENT/REPRESENTATWE TRANSACTIONAL DISCLOSURE.FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.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: x) `/Q' J y (Last name,first name,giiddle initial,unless you are applying in the name f someone else or other entity,such as a company.If so,indicate,the othe person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other,name the activity.) 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,marria or business interest"Business interest"means a business, including a partnership,in which the town officer or employee even a partial ownership of(or'employment by)a corporation in which the town officer or employee owns more than 5%o he 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 than 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 Subm day of Si na Prt t Name Form TS 1 K Glenn Goldsmith, President , �0 S�FFO( G0=, Town Hall Annex A.Nicholas Krupski, Vice President ��q Gym° 54375 Route 25 Eric Sepenoski y z kj P.O. Box 1179 Liz Gillooly Southold,NY 11971 Elizabeth Peeples ``��'�,��1 q�J}t� Telephone(631)765-1892 - wit y Fax(631)765-6641 ��zdc BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD NOTICING ADJACENT PROPERTY OWNERS ins- q — 7 a3 Above are property tax map numbers (SCTM#'s) listed that you need to notice for the properties that are located on either side of you, across the street from you and fall within your property lines, and possibly other properties that require noticing per Chapter 55 of the Southold Town Code. In order to find the legal mailing addresses to the SCTM#'s please visit the Southold Town website at https://southoldtownny.gov and go to the Assessors page. Under the Assessor's page click on "Forms and Links." Under that page, click on the "2024 Assessment.Roll." This will take time to download as it is a Large pdf. Once downloaded when you go into it you will see that the list goes numerically by property tax map numbers (SCTM#'s). Scroll down to find the SCTM#'s listed above. The legal mailing address to each of the neighboring properties can be found directly under the property tax map number on the far-left side of the lists. Please mail each property listed above a completed copy of the Notice to Adjacent Property Owners form and a photocopy of the proposed plan/site plan (construction pages do not need to be mailed). Each neighbor's noticing packet must be mailed by certified return receipt mail through the USPS no less than seven days prior to the Public Hearing date. After all mailings have been submitted to the postmaster, all receipts from the mailings and the completed Proof of Mailing form must be submitted to this office prior to the Public Hearing date. The bright green Notice of Hearing card needs to be posted in front of your property close enough to the street that public can read it. This sign must be posted and stay posted for no less than seven consecutive days prior to the Public Hearing. After the seven days you can complete the Proof of Posting form which needs to be submitted to this office prior to your hearing. If you put the sign up where there is more than seven days before the hearing, just leave it up through the day of the hearing. You can take it down the next day. Board of Trustees Application PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: '� �CA"' L)('CC' NAME: ADDRESS: kk- STATE OF NEW YORK COUNTY OF SUFFOLK �1 residing at � C��b �0. �G being duly sworn, deposes and says that on the �GJ —' day of De-C-P—Vlj �2<' , 20'-2fD7deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at that said Notices were mailed to r each of said persons by CERTIFIED MAIL/RETURN RECEIPT. gnature Sworn to before me this _ Day of 20 2!�- EQualifled RIA PRIKAS GANLEY ublic-State of New York N0.01PRffolk county in Suffolk County ission Expires Oct 19,2026 Notary Public Ir Be rri Cr 4 ro Certified Mail Fee_ TI�P.6.1 0935 Ln $4.40 ru r-q (check box,add fee 41109PI(P Ho co I Extra Services&Fees Ole) A El Return Receipt(hardOOPY) Er El Return Receipt(electronic) $ �UU L Postmark Certified Mail Fes­ � Ej E]Certified Mail Restricted Delivery $ HIP Ln $5 30 iff Adult Signature Required $ ees(check box,add fee rU E]Adult Signature Restricted Delivery$ Extra Services& M [] ardu Il 2j IJ Return Receipt $ onle) $ I=rq I -Postmark E]Return Receipt(ele0tr , 13 1-3 0 Cartliled Mall Restricted Delivery $ Here, C3 D T"hY2"e and Fell $ r- []Adult Signature Required $ ru C]Adult signature Restricted Delivery$ S tTO -n Postage $0 7 C3 Er S 0., PO Box T 0 t9l and Fees 1:0 X. Lill Er C" Sent To tat,----115, C3 ----------------------------------------------------- -- Er i Lfl NO NOW ru 5 7 E3 a- q Er Certified Mail lies, Ln 4,5.3f) co $ te box,add too 14 PpPfffl ru Extra r_q eirvices&Fees(check 0 $ rn El Return Receipt(hardoopy) ITI 171 Return Receipt(electronic) $$ POstris 0935 i C-3 ❑Oertlfled Mail Restricted Delivery H15 Certified Mail Fee $5.30Lf Ln Adult Signature Required $ i,+— CO $ ffp to) (check box,add fee af VP $Adult Signature Re Extra Services&Fei add fee ru Restricted Delivery$ B E]Return Receipt(hard Postmark Ln Postage 0 ITI ❑ io) $ ail fir) []Return Receipt(611 Here 45 C]Cerillfiediviliall e a 2/05-W202 R stirl livery $ C-3 r4 Tat r_ ,TTI 171- E]Adult Signature Required DEC -4 20 r ost?e and Fees nj 0 Adult Signature Restricted Delivery$ E3 $ T U1 Postage S�Ckc-,- - --------- ------------------------------------------ 1.2 IC,�5 2 0 2 1? 51,---------PUN_t C-3 $Cr �tr eta 0 e and Fees .. .S49 CO ll 7- -- ----------­ __7 ------- 171- $ Er CILK State,ZIP, S Sent To ................................ Er --- -----------110-DY6 ---EIA Lr] larr City S'to ru k U1 Be ru Er V Ln Certified Mail Fee $5.30 ()935 CO $ .. I . ate) 6 rq Extra Services&Fees kboxaddtill rmn rl Return Receipt(hard $ :�� 11 ❑Return Receipt(electronic) $: Ecn3 ❑Gei Mall Restricted Delivery $ 0 Here Adult Signature Required $ Adult Signature Restricted Delivery$ r ru Ln DEC -4 2025 Postage $0.78 1 12 0 5 2 025 C3 $ Org a and Fees TV E3 $ Sao 0- x .............................................. COSfreef and Apt.No. or ---_----------------------------------- U_ Gt State, 1:1iffil IN ii ii Glenn Goldsmith,President ®SUFF014, Town Hall Annex A.Nicholas Krupski,Vice President „�® �y 54375 Route 25 Eric Sepenoski o ` P.O. Box 1179 co Liz Gillooly p ® Southold,NY 11971 Elizabeth Peeples 'y- �.�0� Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD -------------------- In the Matter of the Application of E WILLIAM & ERICA WHITMIRE - COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING DO NOT COMPLETE THIS FORM UNTIL THE POSTING HAS REMAINED IN PLACE FOR AT LEAST SEVEN DA IS PRIOR TO THE PUBLIC HEARING DATE- COMPLETE THIS FORM ON EIGHTH DA Y OR LATER I, �� � `�� �-' , residing at/dba being duly sworn, depose and say: That on the �("J day of),tCQv\.A ur , 20 2-),, I personally posted the property known as by placing t e Board of Trustees official noticing poster where it can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday, December 17, 2025. Dated: /4 Z I S 12n2 ( 'gnature) Sworn to before me this �'I-day of l)c(, 20 2- S� MARIA PRIKAS GAMEY Notary Public-State of New York NO.01 PR5003206 _ Qualified in Suffolk County Notary .ublic My Commission Expires Oct 19,2026 _ ' F _ Ht: LW 14 OT IL' U A r � NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNERS) OF RECORD: WILLIAM & ERICA WHITMIRE SUBJECT OF PUBLIC HEARING: For a Wetland Permit to construct additions and alterations to the existing two-story dwelling consisting of removing existing screened porch, extend foundation ±56 sq.ft. and construct a new ±10'x20' screened-in porch with entry steps; construct a 47sq.ft.' (footprint) one-story addition; construct a 95sq.ft. (footprint) two-story addition; reconstruct portion of a ±14' long wall to add a sliding door and a proposed ±8'x6' entry platform with steps; and to install a drywell to contain roof runoff. Located: 960 Marratooka Road, Mattituck. SCTM# 1000-115-9- 8.1 TIME & DATE OF PUBLIC HEARING: Wednesday, December 17, 2025 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES *TOWN OF SOUTHOLD * (631) 765-1892 Townof Southold LWRP CONSISTENCY ASSESSMENT FORM, A. INSTRUCTIONS: . 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:. Thin assessment is.:intended to.:supplement other �infortnation 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 reviewahe.exempt minor action list, policies and:explanations of each policy contained in the Town" Southold Local Waterfront.Revitalization Program. A proposed ac#�on will be evaluated as' to its:::si ii fcant beAefieral artd.adverse effects:unon the coastal area(which includes all:of SoutholdTown)' tliim. . "no' then the3 If any,question.in SectionC.ons proposed action will affect the'achievement of the I:WRP policy standards and conditions:contained in the consistency, review law Thus, each ansNer must be earnlained'in detail, listing both sunporhn- and non-... upportmg facts If an action cannot be certified as consistentwith the LWRP policy standards and conditions,it shall not;be undertaken: A copy of the I:W]ZP is"available ui;the following places online at the Town of Southold's. website(soutloldtown.northfork,net),'the.Board of Trustees.Office the Planning Department,all local"libraries and-the Town Clerk's office. B. DESCRIPTION OF StmAND PROPOSED ACTION ..S.CTM#l: PROJECT MAI The Application has`Wen'-submitted d:(check appropriate response)- Town.Board ❑ `Planning Board❑; Building Dept ❑ Board of Trustees ,❑ L: Category of Town of.Souihold agency action(check appropriate response): : Action undertaken directly by Town agency(e.g;capital ❑ : construction,planning activity,agency regulation,land transaction) (b) Financial assistance.:(e.g,.grant,loan,subsidy) (c) .Pernut;approyal,license,certification; nn - Nature and extent of action: : I 4. UJ 1 Location of action: Si to acreage: .I Present land use: , Present zoning classification: 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of appheant (b) M .atlui. . . g address c Telephone number: [�I Will the action be ' ectly undertaken,require funding,or approval by a state or federal agency? Yes' No` If yes,which stat6 br federal agency? C.' Evaluate them project:to the following policies by'analyzing how the project.will further support or, not support the policies. Provide all proposed Best Management Practices that.will'further each policy. Incomplete answers will require that the.form.be returned for completion. DEVELOPMVU AST`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 LNW Section.III-.Policies; Page 2 for evaluation criteria. -]-Yes No Not Applicable .. -. ....... ..... . ..... ...... Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LNW Section III Po;ties Pages 3 through 6 for evaluation criteria: - S 0 Yes No Not ApplicableVV ie Attach additional'sheets if.necessary 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. Not Applicable vt : s 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 es 8 through 16 for evaluation criteria . Yes-_ _No,:. Not.Applicable Ck n Attach additional sheets if necessary Policy 5. 'Protect and improve water quality,and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria Yes .b2l' . ON Noot APP 'cable . JAS e .. ` Attach*add ihonal 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. El Yes No of Applicable : Attach additional sheets ifnecessary Policy 7. Protect and improve'.air quality in.the Town of Southold: See'LWRP Section III — Policies Pages 32 through 34 for:evaluation criteria. . �.Yes.:❑No Not Applicable l cw Q Attach additional`sheets if necessary. Policy 8. Minimize environmental degradation. in Town. of Southold from;solid,.wastei.and hazardous substances and west See LWRP Section III—Policies; Pages 34 through:38 for evaluation criteria. Yes I�:No Not Applicable . d r PUBLIC COAST POLICIES Policy,9. ,Provide for public access to, and recreational:use of,' coastal waters, public land"- and public. resources of the Town of Southold.:,See LWRP Section III—'Policies :Pages 38 through 46=for evaluation. criteria. �. WE] No Not Applicable r WE Attach additional sheets if necessary WORKING COAST POLICIES Policy 10: Protect�Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations'. See LWRP Section III--Policies; Pages 47 through 56 for evaluation criteria. : LJ.Yes D. No �NotApplicable ....... MJA _jqjr11u- Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long wIsland Sound, the `Peconic Estuary and Town waters. See LWRP Section III Policies; Pages 57 through 62 for evaluation criteria. ❑Yes:❑ No:2 Not A licable. PP , t 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. 0 Yes` No. Not Applicable Oct UeA Attach additional'sheets friecessary Policy 13. . Promote appropriate use, and development of energy and mineral resources. See LWRP Section III—Policies; Pa es 65-through 68 for evaluation criteria. Yes DNo. NotApplicable M. 1L 4G PREPARE BY TITLE DA S RACIERMITS Onecall2tray is real estate in a different way! 363 Terryville Rd Terryville, NY 11776 (631)492-0927 TRACI@TRACISPERMITS.COM September 2, 2026 RE; Whitmire 960 Marratooka Rd. Mattituck NY 11952 Please see the attached documents: D E C E Q V LE • 1 original application and 3 copies 4 original surveys SEP 1 1 2025 • Several copies of photos • 4 sets of floor plans and elevations Southold Town • Check in the amount of$1250.00 Board ofTrustees Thank you, Traci Rivera-Renna Founder Traci's Permits Inc. Traci's Permits Inc. www.tracispermits.com az0 Schedule a Call: calendly.com/tracispermits ,,# Facebook: facebook.com/tracispermits I se Instagram: @tracispermits