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HomeMy WebLinkAbout1000-115.-9-8.1 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