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HomeMy WebLinkAbout50513-Z of sou ryo`o Town of Southold * * P.O. Box 1179 53095 Main Rd °ZfOOUN",��'�� Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46551 Date: 10/03/2025 THIS CERTIFIES that the building DECK Location of Property: 380 Stanley Rd Mattituck, NY 11952 Sec/Block/Lot: 106.-7-28 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 02/27/2024 Pursuant to which Building Permit No. 50513 and dated: 04/04/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Deck addition and front stoop repairs to an existing single-family dwelling as applied for. The certificate is issued to: Christina Grigoratos Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: PLUMBERS CERTIFICATION: Norignature suFFoi TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50513 Date: 4/4/2024 Permission is hereby granted to: Grigoratos, Christina 380 Stanley Rd Mattituck, NY ,11952 To: Construct a deck addition to an existing single-family dwelling as applied for. At premises located at: 380 Stanley Rd, Mattituck SCTM #473889 Sec/Block/Lot# 106.-7-28 Pursuant to application dated 2/27/2024 and approved by the Building Inspector. To expire on 10/412025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $441.50 CO-ADDITION TO DWELLING $100.00 Total: $541.50 Building Inspector SO fj„I?j oe souryO� # # TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION [✓] FOUNDATION 1 ST ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ` ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: JZQVI� -✓ocv,��on. ©� f=oofin�,� olc�l-t, 0re aozc� s' na/vhc. J'.ow� � PAM ItE INSPECTOR �a0f SOUTyo # �# TOWN OF SOUTHOLD BUILDING DEPT. �ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL Dlth--, [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ' ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: GI- Am- &A 1@&94 �;j* IS we_, DATE INSPECTOR pF SOUIyO� * # TOWN OF SOUTHOLD BUILDING DEPT. couffm 631-765-1802 WILI INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ RENTAL REMARKS: DATE INSPECTO id r I It for]11�1!?1M'�J1r1�1111i0 L1Aiil�i'Li:CF�,3 ;iG:lf - i= - Is sti F`" y �to '�,_ � © __-� _ � �� _ _ _�, _ �� .X _ __ ; � � -�_ _ ,, �..ti_ �, _ ._ :..�� �_ ,�� ;.t .� � .� -. :Fr.r E:�R�c ... o-� +i�Yfr'�.b* .'`.�i3 4:��� -a ,uti.?=. I 1,MkI r , .. - - �r ..... •. ,11 'E d -�� ,1�111, bliNq\WiW�. - r x , y;' � {Y .y` 3�eh� xhr•��' ♦�i' �, 4ti � II r ' 1 1 ��� 1� 1 �i ••+• � :� ������ `��`ra.:c� a �+ �,:rp..�.-:"�'•. �t�.��K�Y'.�.LtYy �.'_'� ...s".`��'k:�'._ � � j t� .a ) / ^��� 1 ry � ,. f1�,{�'�1 ems♦ ��-7� � �� `�, ,' �� _ ' ��X" �` '�+ -5.� 'is � ti� ...+ '` �� :. ` y. = C �. , . .. � . £- :. F +/ '� ��+�� ski_ �. - 61..- _ �.:: fir;., - -.>:'zx t .,•_ .:- ."�, � � �x��tr =��t - �i rl V d �� a fi^- a '.�� � ��' � `x �s +C � ���1 �E ' u���►ass S. w z- i' � �s�'`g�, :a s �. j -�_-�� 1 � f r 9��, '� �' i.," �\ � � ,� .,.. . : / � ELD INSPECTION REPORT DATE COMMENTS -OUNDATION (1ST) ------------------------------- Ae- A/ PLUMBrNG INSULATION PER N.Y. STATE ENERGY CODE AV FINAL ADDITIONAL COMMENTS -'- ra Wu �_- - __ E C E 0 W E TOWN OF SOUTHOLD—BUILDING DEPARTME 3q9 W71 n �10959 Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,N) Telephone (631) 765-1802 Fax (631) 765-9502 https: south V.Rov 27 2024 j LA FEB ,gived APPLICATION FOR BUILDING PERMIT Town allSouEhold V/ For Office Use Only PERMIT NO. Building lnspector:jJ2� JUN 2023 Applications and forms must be filled out in their entirety.Incomplete applications Will not be accepted. Where theApplicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name: M# 1000- ProjectAddress: '5610 5+cLvj.tq�� Phone#: 7- Email: q0 'V Mailing Address: CONTACT PERSON: Nam -n�-r Mailing Address- Phor DESIGN PROFESSIONAL INFORMATION: ect-0 r Name: Mailing Address: Phone#:-, Email: CONTRACTOR INFORMATION: Name:- ./ e C-&� -- . 7L MailingAddress: 70 -- - 1- .,-- .- --.1 -,-- - 1 60'p�) Phone#: 3 0 S se 4P Email: DESCRIPTION OF PROPOSED CONSTRUCTION E]NewStructure J�Aciclition ElAlteration E]Repair ElDemolition Estimated Cost of Proj�ct: E10ther J00 00 Will the lot be re-graded? E]YeS�41\lo Will excess fill be removed from premises? E]Yes El No Sri:", r r t11 c s,: sa na r k ; , mw. [i4t..w v�r E u _ ,y, ^k;A F f.�".: #9,rsH rt� 3.;.e z r ,' �x tr x a28asu�„a,. r', ic Ea fit,° F �£a u3 3a�f ; , S '}e ,az ra ra tFG 1"„ �v# "s. ",1. 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P,wtc,#k r s^� F. ,>� . t "'�...w�§� r.$i�{✓'° �s.s.:�i�r+��r` '4..ae!j#'..�x�'f,'� '�` x''x `.„..�y,a r 'lie�fl�4ttlE1 r i3ti m,A ) ' antra `` de • i6s o a g ans bye for. i, n' b�t{d. kmew`p r t sit d& ,by ',7a�y#� «;,s„r+d;€, �}xri.;�sxy' ,`h€c '"{? yr ea:;+„ h' ,.<hx ...c�, .v g t .w:.--.w.� rt� y;�`i' ,e rtw��t. ,:f sy r q�e P ,?' <C'eil4 eYft;.0 p�Qd� iiPlt _ ,Oii ,lE � a k " dui t thQ�#suancea alilEaPa aotliC' ull�ir; p i rs' ^a"*, w ,4 asi�ttik�',+4�rr ,Titreicngtlas, ppledua , h�a #`�arxJ!e& a � 2orfrN; ?k�T� x � ��:(�d a►�s��'��j'+�, dhsdrfarr .m M�1rdetr�bit,�R,to j.,et#n �SCtlb'�d:E'r�es t, 'p{��e� .; 11�44�t�tl►�1 pit"�i ela G: ( � ce;�.��Ildt ��fil�e3���''"�'` �,t�.:ac�.:e.""�'+L.�dx4 it{"M;ir, r«a,'.3�vzfF�, r� af� ,'"3��a"k�,' r,},kY .. .: �,rx .E,'tr•w��� ei'tm^,.w�x �t� , .�,� rxw �p ti. s+,�7�� � �,�„ ��,. .F�„ 5,..��.. °�,I*a�s"��8 r�d�a � +ila���ns`��c(i;(y°��irn)ra�th i1za�.spy".���, r remisg,.,�t ,dx pub It(f g a• e. ..sat1�!"19 ec�t�ops���ali; � Itta �ad$:►�rein a� x`v,4tk`dr; ,a..:�,s�Yy^`'}" t,..y.v,'`�'u..;'xt����k,.;c„•!sr'„t c�'+i^�n;�W v-+e�r.,�+�,,x�i,�,,.a7s'...�LY'C',,ro,�t .�fi7.�z.,e„rp_��x�; �.�,h���•7�,;,..n 3a�` q�,;Y. ,a�� �`�� �,,,�, .,W�t.z' ya-:�`=r^.n�y�r x.see r nl5ha`�1�:gg ail�t}� ,� S e 11p� u�uap TAxr�f." Y1 �,`i�i,�{,��pW.T�1�s�A�C'fi.�tfl� 11�:�?�§�G�';a� ✓�� �i{�',�xrFv�u'4�'°'%+�i z"p"�'4,�'a,r 3,�,�,�"��,��, `r3�xt��r.,z�+��: Application Submitted By(print name): Authorized Agent ❑Owner Signature of Applicant: Date: �j'oZ 1 a,3 STATE OF NEW Y ) SS: COUNTY OF Sur( (o LK ) 9EENA (MPrMt140L- being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above lnamed, (S)he is the ( �ac vd (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his/her knowledge and b li f that the work will be performed in the manner set forth in the application file therewit CAROLINEMMACARTHUR Notary Public-State of New York Sworn before me this No.olMA6384635 Qualified in Suffolk county (� My Commission Expires Dec 17,2026 2- day of JL)ME 20 Z3 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) residing at 3 ) do hereby authorize L- to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's SignAure 6 Date Print Owner's Name 2 60. LAND N/F OFjI o' zo' w' d LAND N/F OF JASKOW/AK WASELEWSK/ I scAtF 1'=zo' 0 5NE S 87011,00" E YARD 1110.00, FENCEBW LEGEND IXISHNC FENCE ———— —— BIN BAY WINDOW PROPOSED FENCE V OFF PROPERTY UNE CONC CONCRETE O O ® WATER VALVE w; CB CATCH BASIN W I CO U TREE k SIZE r DRAIN INLET —+r—*—*--CHAIN LINK FENCE —PROPERTY LINE ® FILE MAP LOT NUMBER 2 Q MONUMENT(MON) O ® ? O OHUL OVERHEAD UTILITY LINES J c Ie a o TAX LOT 28 a ' AREA= 20,020. Sq. Ft. U 0.460 ACRE W Y A R D � N Y A R D x C O 4H 4.5'I 2 433�� e_13.7' aao } W .K E ' PROPOSE J ..I�.Ip WOOD DICK gg 30.0' R I�---14.1' CURB 31.7' m DDP No. 380 n U cork Y STORY FRAME PROP. FENCE ry S $ & BASEMENT GARAGE o m pYr AT GRADE 31.8 O 1. STOOP CUR Ar� O BW 1.O'E 0 w0� CONC �00a �IOw o Y A R D YARD b a R� N w 3 a YARD o , ON U 3 O Z z M ON F U ROW OF TREES 11 00, 0 � o�E N /011 OO`# YY ROW OF TREES 870 7'00" W \/ C EDGE OF PAVEMENT EDGE OF PAVEMENT STANLEYROAD DESIGNATED AS LOT No. 4 (ASPHALT PAVEMENT) ON MAP OF SUNSET KNOLLS" GENERAL NOTES 1. This Is fo certify that there are no visible streams or natural wafer courses In the property as shown on this survey. FINAL SURVEY Date of Survey: May 11, 2023 PROPERTY SITUATED AT 380 MATTTUCKLEY ROAD h1k NY Land Surveyor P-C. TOWN OF SOUTHOLD 77-16164 Street Suite 301 Fresh Meadows,NY 11366 NIE COUNTY OF SUFFOLK O� H y STATE OF NEW YORK v Tel:718-591-6600 Tel:212-732-1575 ��`� Cn Tax Section: 106 www.nylandsurveyor.com h E LU • nylandsurveyor@gmail.com Tax Block: 7 Tex Lot 28 Records of EARL B.LOVELL•S,P.BELCHER,INC.& JACK ALLISON NRLL LNAUTHORIZED ALTERATION OR ADDITION TO MIS SURVEY IS A VIOLATION OF SECTION 7209,OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY NOT BEARING THE LAND SURVEYOR'S Nv INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF To THE TITLE COMPANY,GOVERWENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIONEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO pamzan Alli License No.056457 ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 122 YLe uu VR FLY, T) 1s15 A 5 In _c S e 0 �C� C !� 1 �G i I r � i r I r t Y •tll^ � Y 1 f 1 j". d 1 + � •rwx. h , . • it J:4 Rosa _\T P OPOSE IV OOD \4 ECK FOR 6 N""'G S R GLEFA".\41LY DWELLI.Lv G D I Wr FRA"W.. E D A"W 6. EXI'STI W -' .4 z-110 1 [� L0 ST I LE I D'' , 00 IJL M �TTITUCK, N1Y 1- 1952 - -� Con-'qruc+ a5 der 2.tvo .05i d.en4i al Cod-e.. 9 N Y5 Sw- . RESIDENTIAL-COMMERCIAL 70 E.MAIN STREET PI IONE:(631)6826-157 PATCHOGUE, NY 11772 info@mlcarchitecture.com GENERAL NOTES CONCRETE AND FOUNDATION NOTES SEAL PROJECT DATA 1. THE FINISH GRADING SHALL BE SLOPED AWAY OF THE FOUNDATION AS PER 2020 NYSRC, 1. ALL WORK SHALL COMPLY WITH THE 2020 NEW YORK STATE RESIDENTIAL CODE(2020 NYSRC)AND ALL OTHER SECTION RED ARC, APPLICABLE LOCAL CODES AND REGULATIONS OF AGENCIES HAVING JURISDICTION. R401.3. ctii OWNER.................................................. CHRISTINA GRIGORATOS � �� �DUI �'y% 380 STANLEY RD. 2. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. 2. ALL CAST IN PLACE CONCRETE WORK SHALL BE STONE CONCRETE WITH A MINIMUM 28 DAY �� �o MATTITUCK,NY 11952 COMPRESSIVE STRENGTH OF 400L0 PSI. -� 3. LARGE SCALE DETAILS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. 3. NO ADMIXTURES SHALL BE ALLOWED WITHOUT PRIOR REVIEW AND ACCEPTANCE BY THE ENGINEER. * 'k APPLICANT........................................... CHRISTINA GRIGORATOS 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS&CONDITIONS AT THE JOB AND THE OWNER OR ENGINEER MUST 380 STANLEY RD. 4. ALL REQUIREMENTS FOR BATCHIING,MIXING,FINISHING,CURING,ETC.SHALL BE AS PER ACI 301. N 043625 Oct BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS. MATTITUCK,NY 11952 I LAND N F OF I TF OF NE`N� 5. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS IN THE FIELD AND BE RESPONSIBLE FOR 5. ALL FOOTINGS SHALL BEAR ON PFIRM UNDISTURBED VIRGIN SOIL,INCLUDING INTERIOR FOOTINGS. I I LAND N/F OF JASKOW/AK I / TAX MAP NUMBER.............................. Dist. 1000 Sect. 106.00 Block 07.00 Lot 028.000 THE COORDINATION OF THE WORK WITH RESPECT TO MAINTAINING&PROTECTING THE DWELLING EXISTING ASSUMED SOIL BEARING CAPACIITY 2,000 PSI. I X I WASELEWSK/ x HVAC,ELECTRICAL,PLUMBING AND OTHER SYSTEMS. I FENCE p ®®n Y A R D I FENCE Unauthorized alteration or addition o this drawing x O 5'N 1 1 ® 0® x 0.$,W and related documents! a violation of Section SITE AREA............................................ 20,020.0 SF EXISTING FENCE 7209 of the New York State Education Lew 6. ALL DIMENSIONS AND LOCATIONS OF EXISTING STRUCTURAL AND WOOD CONSTRUCTION FRAMING NOTES rx-x-=X-x-x-x-x-x-X_x_x_x_ x x_x, - CONSULTANTS VERIFIED BY THE CONTRACTOR AND COORDINATED WITH THE NEW STRUCTURAL ELEMENTS PRIOR TO PROPOSED FENCE 1' OFF P PER7Y UNE ZONING.................................................. R-40 DEMOLITION,FABRICATION OR CONSTRUCTION.ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT OF RECORD BEFORE PROCEEDING. 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING,SHORING AND PROTECTING ALL ®® COMPLY WITH ALL CODES OF WORK DURING CONSTRUCTION,.AGAINST DAMAGE,BREAKAGE,COLLAPSE,DISTORTION AND STATE& CURRENT USE..................................... SINGLE FAMILY DWELLING 7. PATCH VOIDS IN WALLS CAUSED BY REMOVAL OF ACCESSORIES OR FIXTURES TO MATCH ADJACENT FINISHES. MISALIGNMENT IN ACCORDANCE WITH APPLICABLE CODES,STANDARDS&GOOD PRACTICE. C ® NEW PORK STA TOWN CODES i C� AS REQ IRED AND CONDITIONS OF PROPOSED USE................................... SINGLE FAMILY DWELLING 8. ALL EXISTING SPACES SHALL BE KEPT CLEAN,CLEAR,ACCESSIBLE AND USABLE DURING CONSTRUCTION AND 2, PROVIDE MOISTURE VAPOR BARMER AS PER IRC,SECTION R318. CO 1 1 00 SOUTHOLD j0,.T4 MA APPROVED AS NOTED PREMISE SHALL BE BROOM CLEANED AT THE END OF EACH WORK DAY. SOUTHOLD TOW.4 P1R`NWG BOARD 3. PROVIDE FIRE BLOCKING AS PER:20151RC,SECTION R302.11 AND R602.8 DATE- q -Z T B.P.# 505 15 9. MATERIAL STORAGE OR PLACEMENT SHALL NOT EXCEED LOADING CONDITIONS FOR ANY SPECIFIC LOCATION. SOUTHOID Ton jAUSj�S VERIFY CONDITIONS WHEN IN DOUBT. 4. ALL STRUCTURAL WOOD FRAMING TO BE DOUG FIR LARCH#2 OR BETTER I N.Y.S.DEC _�y I_.! 50 BY: PROJECT CONTACTS ARCHITECT: 10. SUBSTITUTIONS MAY ONLY BE MADE WITH THE NOTIFICATION AND APPROVAL OF THE BUILDING INSPECTOR 5. PROVIDE TERMITE SHIELD PROTEECTION AS PER 2015IRC(R318). W SOMOLD RDC NOTIFY BUILDING DEPARTMENT AT AND THE ENGINEER OF RECORD. _ 631-765-1802 8AM TO 4PM FOR THE MLC ARCHITECTURE P.C. 6. HOLD DOWNS SHALL BE INSTALILED AT LOCATIONS SHOWN ON PLAN.A CONTINUOUS LOAD PATH O ® _ O SCHD FOLLOWING INSPECTIONS: 70 EAST MAIN STREET 11, SAFETY GLASS SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS: FROM THE HOLD DOWN TO THE I FOUNDATION SHALL BE MAINTAINED.REFER TO DETAIL SHEET FOR W • FOUNDATION-TWO REQUIRED ANY GLAZING IN ANY DOOR TYPE. HOLD DOWN DETAIL. PATCHOGUE,NY 11772 • GLAZING IN ANY WALLS ENCLOSING A SHOWER,TUB,SAUNA OR STEAM ROOM. FOR POURED CONCRETE TEL(631)682-6157 ANY WINDOWS WITHIN 24"OF A DOOR. ROUGH-FRAMING&PLUMBING EMAIL-INFO@MLCARCHITECTURE.COM • ANY INDMDUAL PANE OF GLASS WITH AN AREA GREATER THAN 9 SQ.FT.WHERE THE BOTTOM IS LESS THAN ENERGY CONSERV.'ATION NOTES a o RETAIN STORM WATER RUNOFF INSULATION 18"ABOVE THE ADJACENT FINISHED FLOOR WITHIN 36"OF THE WINDOW. o PURSUANT TO CHAPTER 236 • GLAZING IN WALLS OF SPAS&HOT TUBS WITHIN 54"OF THE WATER. W FINAL-CONSTRUCTION MUST • GLAZING ADJACENT TO A STAIR OR WITHIN 18"OF A HANDRAIL. CLIMATE-SUFFOLK COUNTY,NEW YO)RK-CLIMATE ZONE 4A i U OF THE TOWN CODE BE COMPLETE FOR C.O. 1. FENESTRATION REQUIREMENTS•-IRR,SEC.N1102.1.2-CLIMATE ZONE 4 W ALL CONSTRUCTION SHALL MEET THE 1.1. SKYLIGHT U-FACTOR=0.55 i I '121 W REQUIREMENTS OF THE CODES OF NEW REMOVALS NOTES 1.2. GLAZED FENESTRATION U I FACTOR=0.40 I o N YORK STATE. NOT RESPONSIBLE FOR o I Y A R D DESIGN OR CONSTRUCTION ERRORS SHEET INDEX 2. NEW LIGHTING SYSTEMS FOR ALTERATIONS TO EXISTING BUILDINGS SHALL COMPLY WITH IRR 1. MATERIALS AND ASSEMBLY REMOVALS WORK SHALL BE DONE IN STRICT CONFORMANCE WITH LOCAL AND SECTION N1104.1-INSTALL HIGHI EFFICACY LAMPS FOR REPLACED LIGHTING FIXTURES. Cr STATE REGULATIONS,INCLUDING ALL PERMITS AND UTILITY CUTOFFS. 4.0' 4.5', 2 3. PROVIDE AUTOMATIC OR GRAVM DAMPERS ON ALL OUTDOOR AIR INTAKES AND EXHAUST �~ 2. ALL DEBRIS AND CONSTRUCTION MATERIALS C&D FROM MATERIALS REMOVALS SHALL BE REMOVED FROM r--tmrn_ 26.61 PROPOSED DECK LAST REVISED ( ) I LIMIT a +� IIiE1L _13. 7__� N0. TAG TITLE THE SITE BY THE CONTRACTOR AND LEGALLY DISPOSED OFF. 4. BLOWER DOOR TEST(IF REQUIRED FOR INTERIOR ALTERATION SCOPE OF WORK)TO BE TESTED @ 50 26 e I E PASCAL FOR CLIMATE ZONE 4(LEESS OR EQUAL TO 3 ACH-AIR CHANGES PER HOUR EXISTING STOOP im im I 1 A-1 COVER SHEET/PLOT VL&N,GENERAL NOTES [��6^� 3. MATERIALS AND ASSEMBLY REMOVALS WORK IS TO BE EXECUTED SO AS NOT TO DISTURB EXISTING STRUCTURAL ) TO BE REMOVED ; STOOP PROPOSE i- AND ROOFING SYSTEMS,EXCEPT WHERE NOTED.VERIFY ALL CONSTRUCTION TO BE REMOVED IS NOT INTEGRAL WOOD D CK o ---14.1 TO STRUCTURAL SYSTEM PRIOR THE REMOVAL. 5. AIR BARRIERS AND THERMAL BARRIER TO BE INSTALLED ASA PER MANUFACTURER INSTRUCTIONS 2 A-2 PROPOSED DECK FOUNDATION AND FRAMING PLANS 02-26-24 [--30.0i + cuRe 48.3' 31.7' PROJECT NAME 4. PROVIDE ALL TEMPORARY BARRICADES,RAILINGS,LIGHTING,ETC.REQUIRED TO PROTECT THE WORKMEN, 6. ALL NEW HVAC DUCTS AND AIR',HANDLER UNITS TO BE LOCATED WITHIN CONDITIONED SPACE OR j �I 3 A 3 E>ISTING AND PROPOSED]ELEVATIONS 02-26-24 OWNER'S PERSONNEL AND OTHERS FROM INJURY DUE TO REMOVALS WORK.PROVIDE FREE AND SAFE PASSAGE TO BE ADEQUATELY INSULATED.i. J a STOOP OF PERSONS TO AND FROM AREAS AND FACILITIES WHICH ARE TO REMAIN. 3 No. 38P N X PROPOSED EXTERIOR DECK 7. AUTOMATIC OR GRAVITY DAMPPERS SHALL BE INSTALLED ON ALL OUTDOOR AIR INTAKES AND GONG PR . FENCE N 4 A-4 DI?TAILS 02 26 24 z 1 STORr FRAME z ,� 5 5. THE CONTRACTOR SHALL AT ALL TIMES PROVIDE PROTECTION AGAINST WEATHER-RAIN,WIND,STORM,FROST EXHAUST VENTS. 0 BASEMENT GARAGE ° o N 5 A-5 FASTENING SCHEDULE 02-26-24 OR HEAT-SO AS TO MAINTAIN ALL WORK,MATERIALS,EQUIPMENT AND FIXTURES FREE FROM DAMAGES. AT GRADE 31.8' O REPAIR ANY DAMAGE CAUSED BY THE REMOVAL AND CONSTRUCTION WORK WITHOUT ADDITIONAL EXPENSE �`-"- -----2 QVERtiAN� V _ PROJECT ADDRESS _ _ HAN TO THE OWNER. ENERGY CONSERVATION CONSTRUCTION CODE ____ �STOOP CUR Q 6. PERFORM THE REMOVAL WORK IN SUCH A MANNER AS TO PREVENT DUST AND FIRES.REMOVE ACCUMULATED ® aW EXISTING STOOP 1.0'E DEBRIS PROMPTLY.ALL DEBRIS SHALL BE DISPOSED OF IN A LEGAL,WORKMAN-LIKE MANNER. SEC.C103 CONSTRUCTION DOCUMENd FS ® CONC STOOP TO BE REMOVED ® o Y A R D r^ .C103. . 380 STANLEY RD. SEC. WRITTEN STATEMENTr m `'.J MATTITUCK NY 11952 7. ALL SALVAGEABLE MATERIALS AND EQUIPMENT INCLUDING FIXTURES,FURNISHINGS AND DECOR ITEMS SHALL YARD � � � M ' BE STORED AND PROTECTED FROM DAMAGE UNTIL THE OWNER DETERMINES THE COURSE OF ACTION TO BE _j 3:TAKEN WITH THE SAME. "TO THE BEST OF MY KNOWLEDGE,BELLIEF AND PROFESSIONAL JUDGMENT,THESE PLANS AND p a "' Y A R D 00 a SPECIFICATIONS ARE IN COMPLIANCE's WITH THE ENERGY CONSERVATION CONSTRUCTION CODE OF 3 0 3 00 � z CU N Central Dr 8. PROTECT AND MAINTAIN EXISTING UTILITY LINES WHICH ARE TO REMAIN IN SERVICE IN SUCH A MANNER AS TO NEW YORK STATE" o 0 3 CLIENT AVOID INTERRUPTION OF THESE LINES.CAP ALL UTILITY LINES TERMINATED BY THE DEMOLITION WORK IN A J to MANNER APPROVED BY THE GOVERNMENTAL AUTHORITIES AND UTILITY COMPANIES HAVING JURISDICTION. z CURB i (� J ON FOUND ROW OF TREES 0110.001 1 1 0.0®, v 0.4 CHRISTINA GRIGORATOS d d Dr E "'� ��,�� _� ( �r MON FOUN :30rJ 0 to N captain Ki 9. PROVIDE DUST TIGHT PARTITIONS BETWEEN AREA'S WHERE DEMOLITION WORK IS BEING PERFORMED AND ( � ' , ` `� 1 ' AREA'S WHICH ARE FINISHED OR IN USE SO THAT THE EXISTING AREA'S TO REMAIN WILL BE LEFT FREE OF ALL captain Ki dcd Dr DUST AND DEBRIS AS A RESULT OF THE CONSTRUCTION OPERATIONS. p 1 ®®� o �! ROW OF TREES 8 7° 1'0 0�� I d Il REVISIONS �' t4 10. ANY AND ALL CONDITIONS NOT SHOWN HEREON AND UNCOVERED IN THE FIELD SHALL BE BROUGHT TO THE C B 0 ATTENTION OF THE OWNER AND ENGINEER OF RECORD IMMEDIATELY,PRIOR TO ANY ACTION INVOLVING EDGE OF PAVEMENT EDGE OF PAVEMENT Number Revision Description Revision Date SAME. Ruth Rd 1. a 11. ALL EXISTING ELEMENTS TO REMAIN SHALL BE PROTECTED DURING DEMOLITION. STANLEY ROAD - Ruth Rd � 3. --.......................... 12. THE CONTRACTOR SHALL PROVIDE TEMPORARY ERECTION BRACING AND/OR SHORING FOR ALL STRUCTURAL ASPHAL T PA CEMENT 3 WORK AS REQUIRED FOR STRUCTURAL STABILITY DURING ALL PHASES OF CONSTRUCTION ( � 4. ��. "..... `.... .. ...- .....- 5. ......................................................................... --------------------------- co BASEMAP BY: NY LAND SURVEYOR P.C. d Stanley Rd DATED: 05-11-2023 Designed By MC Date Submitted Stanley R Drawn By MC Date Created 02-19-24 �d Approved By MC Scale AS NOTED SITE `ey PLOT PLAN County Tax Map Number: 1000-106.00-07.00-028.000 SCALE: 11t =20i-Ott Regulatory Reference Number: p � 0 �-_ f.� Title of Drawing: 0 \�, -J COVER SHEET/PLOT PLAN, a � m GENERAL NOTES 0 LOCATION MAP A-1 Drawing Number: SCALE: NOT TO SCALE 1 5 Sheet of 0724 - HMR Project Number: i WALL LEGEND 2T-7" 4'-4" 31-4" 8'-10" 8'•10° ,� 10 1. EXISTING FRAMED WALLS TO REMAINY� 2x12 P.T.SAWN STRINGER ----- EXISTING CONRETE FOUNDATION WALLS TO REMAIN f� .,f2)2-xi 0 P. . 1'0"x T-8"x 4"PC.SLAB GIRDER ° WITH 6 x 6 i%g WMM TO 2 I --- — — RECEIVE STAIRS A-4 N MI. —— — 2x12 P.T,SAWN STRINGER (3)2 x 10 P.T.GIRDIER ` / RESIDENTIAL-COMMERCIAL 16"0 SONOTUBE PIER 36T'BELOW 70 E.MAIN STREET PHONE:(631)6826-157 GRADE MIN.WITH 6x6 PRESSURE PATCHOGUE,NY 11772 info@mlcarchitecture.com TREATED POST AND ADJJUSTABLE GALVANIZED POST AN=OR a�� o WITH INTEGRAL ANCHCJR BOLT. SEAL TYP.x 13 LIMIT OF PROPOSED o © DECK ABOVE 1 `� D ARC, 1 S CHI � 27'-7" T-8" 8'-10" 5-0" 3'-10" RX 0 �0 10 p- (3)2 x 10 P.T.GIRDEER 04362 qTF OF NE`N yo Unauthorized alteration or addition to this drawing EXISTING CONCRETE and related documents is a violation of Section c� 7209 of the New York State Education Law FOUNDATION WALLS o 0 TO REMAIN.M. (5 CONSULTANTS � Q o EXISTING DWELLING LOWER LEVEL TO REMAIN UNDISTURBED (2)2 x 10 P.T. 4-w1- GIRDER 1 PROPOSED DECK FOUNDATION AND FRAMING PLAN SCALE. 1/4"=V-011 27-3" 264" 10 00 PROJECT NAME 44" 4'-0" 17-8" PROPOSED EXTERIOR DECK 2 DN PROJECT ADDRESS A-4 8 R 380 STANLEY RD. MATTITUCK,NY 11952 CLIENT 1 x 6 DECKING CHRISTINA GRIGORATOS TO BE SE11111ED BY OWNER ]REVISIONS 1 Number Revision Description Revision Date A-4 - 2. - Q EX.WINDOW EX.WINDOW EX.WINDOW EX.WINDOW - _....... ... _..3. TO REMAIN TO REMAIN TO REMAIN - -- s TO REMAIN EX.6 x 6 SLD. � 4. - ........... - ------------------------ 5. ..................... ........................... EXISTING WOOD FRAME EXTERIOR WALLS TO Designed By Date Submitted REMAIN.TYP. MC Drawn By MC Date Created 02-19-24 Approved By MC Scale AS NOTED County Tax Map Number: 1000-106.00-07.00-028.000 Regulatory Reference Number: EXISTING DWELLING UPPER LEVEL TO REMAIN UNDISTURBED Title of Drawing: EX.26 x 68 PROPOSED DECK FOUNDATION AND FRAMING PLANS A-2 Drawing Number: � 2 5 Sheet o PROPOSED DECK PLAN 2 SCALE: 1/4"=1'-0" �724 - HMR Project Number: i EXISTING CHIMNEY EXISTING CHIMNEY TO REMAIN TO REMAIN EXISTING DWELLING TO TOP OF RIDGE EXISTING DWELLING TO TOP OF RIDGE REMAIN UNDISTURBED RESIDENTIAL-COMMERCIAL (ELEVATION ±14'-11") REMAIN UNDISTURBED (ELEVATION ±14'-11") 70 E.MAIN STREET PHONE:(631)6826-157 PATCHOGUE,NY 11772 info@mlcarchitecture.com - — — - - — — — — — — — — — — — — — — — — — — — — SEAL + — — — — — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — — — — — — — — — — — — — — — �F.RED R� OPOFPLAT '0° - - - — — — - -- - — — - - - - - - — — — - - - — — — — TOP OF PLATE (ELEVATION 8'-0") (ELEVATION ) - — — — — — — * I EXISTING STOOP EX.TO EX.TO EX.TO EX. REMAIN 043625 X.TO I TO BE REMOVED +' EX.TO EX.TO REMAIN REMAIN -9 J y0� REMAIN I TO BE REMOVED REMAIN REMAIN F EXISTING STOOP TO BE REMOVED Tl ITII T�I I�fl 1T ITT TT 1 Unauthor)zed alteretion or addition to this drawing III\ 1 ICI a 7209 of the New York StateEducation Law n Illlllllllllli II T II II II II II II II II II II II �\ I I I III II II II II II III I I I I I11 11 �I I I I I I I11 II �I\ I I I I I FINISHED FIRST FLOOR I 11 11 1 I I I 1\ FINISHED FIRST FLOOR III III IIII III ISTING S CONSULTANTS LEVATION DATUM 01 0 i LU�L LL11 L -l t �1 \ IJ LL-uJ1 LLJ -LU- ICI ICI i t i\ (ELEVATION DATUM 0'-0") I = _ _ _ _ _11 II l JLU�l47� &REMOVE - - - \� 111111 \ - - - - - - \ � 11111 'I�11, �IL - - --�j ll- - - - -I - - -°. I I � \ I I IL - - ---� °. . 6 . . ° . . ilk - - - I � 1 L; \� II III -I a a III III. .° . ► `° ° dl� d d - 4r- P° d ° d EX.TO a \�l I ill ° ° ,� f° ° °<a REMAIN ✓ aIIC III 1 a a ° ° ° a \ - - - - ° - - - - - a_a ° a ° ° ° '\ GRADE \ GRADE GRADE °a a GRADE I I I I 1 I I I I EXISTING CONCRETE j I EXISTING CONCRETE I I I FOUNDATION WALLS AND 1 I FOUNDATION WALLS AND 1 I I I FOOTINGS TO REMAIN.TYP. I I FOOTINGS TO REMAIN.TYP. TOP OF FOOTING I I I 1 TOP OF FOOTING 1 I ------------------------------- L-------------------------------------------------------------------------------------- 1 EXISTING EAST ELEVATION 2 EXISTING NORTH ELEVATION SCALE: 1/4"=1'-0" SCALE. 1/4 -1-0 PROJECT NAME EXISTIING CHIMNEY PROPOSED EXTERIOR DECK TO REMAIN EXISTING CHIMNEY TO REMAIN EXISTING DWELLING TO REMAIN UNDISTURBED TOP OF RIDGE EXISTING DWELLING TO TOP OF RIDGE PROJECT ADDRESS (ELEVATION ±14'-11") REMAIN UNDISTURBED (ELEVATION ±14'-11") 380 STANLEY RD. MATTITUCK,NY 11952 +, TOP OF PLATE TOP OF PLATE CLIENT (ELEVATION 8'-0") (ELEVATION 8'-0") CHRISTINA GRIGORATOS EX.TO EX.TO EX.TO REMAIN REMAIN REVISIONS EX.TO NEW GUARDRAIL, EX.TO EX.TO REMAIN REMAIN REFER TO DETAIL REMAIN REMAIN 4 NEW GUARDRAIL, 4 �i Number Revision Description Revision Date REFER TO DETAIL ° . ....................................... . ... .................... 3, — FINISHED FIRST FLOOR FINISHED FIRST FLOOR 4. --.............. ........_ ................. --------------------- (ELEVATION ..... DATUM 0'-0") (ELEVATION DATUM 0'0") 5. NEW WOOD FRAME DECK NEW WOOD FRAME 4x4 P.T.BRACING.AS PER N N AS SPEC.ON PLANS N DECK AS SPEC.ON N DETAIL ON PAGE A-4.TYP. NEW PRESSURE 4x4 P.T.BRACING. EX.TO Designed By Date Submitted TREATED POST AS AS PER DETAIL ON NEW STAIRS, PLANS REMAIN MC SPEC.ON PLANS.TYP. PAGE A-4.TYP. REFER TO DETAIL NEW PRESSURE TREATED POST Drawn By MC Date Created 02-19-24 GRADE GRADE GRADE AS SPEC.ON PLANS.TYP. GRADE Approved By Scale % MC AS NOTED NEW CONCRETE I I I I I I I IL I I i o EXISTING CONCRETE County Tax Map Number: 1000-106.00-07.00-028.000 i t I I I Q I I I I Q I I I l l I I NEw sTAIRs, I FOUNDATION WALLS AND LANDING AS SPEC. "' REFER TO DETAIL EXISTING CONCRETE Regulatory Reference Number: FOOTINGS TO REMAIN.TYP. I I ON PLANS I I I I I I I I I I I I I I I I FOUNDATION WALLS AND L- J L J J L J L J L-J L J L J L J L J FOOTINGS TO REMAIN.TYP. Title of Drawing: EW NG TOP OF FOOTING --—------------------------------------- --I NEC.ONPIANS. TOP OF FOOTING ------------- ------------------------------- - EXISTING AND PROPOSED SPEC.ONPLANS.TYP. r- -------- ------------------ NEW FOCOTWG AS NEW CONCRETE LANDING ELEVATIONS SPEC.ON4 PLANS.TYP. AS SPEC.ON PLANS PROPOSED EAST ELEVATION PROPOSED�OR�TH ELEVATION A-3 SCALE: Drawing Number: 3 5 Sheet of 0724 - HMR Project Number: riz i i /10L�cc EXISTING EXTERIOR WALL TO REMAIN RESIDENTIAL-COMMERCIAL 70 E.MAIN STREET PHONE:(631)6826-157 PRESSURE TREATED POST AS PATCHOGUE, NY 11772 info@mlcarchitecture.com Y 2x PRESSURE TREATED RIM BOARD 1x6 DECKING. 1x6 DECKING., SPECIFIED ON PLANS NEW PRESSURE TREATED DECK JOISTS AS NEW PRESSURE TREATED DECK',JOISTS AS ANCHOR BASE AS SPEC.ON PLAN SEAL EXISTING FLOOR JOISTS SPECIFIED ON PLANS SPECIFIED ON PLANS WIN 2x PRESSURE TREATED RIM BOAkRD F 7 GRADE E DPill L Q R� SIMPSON HURRICANE CLIP®EACH JOIST.TYP. SIMPSON HURRICANE CLIP @ DACH JOIST.TYP.CE I I Gj S Cy 'y/J NEW PRESSURE TREATED GIRDER AS SPECIFIED NEW PRESSURE TREATED GIRDEER AS SPECIFIED CANTILEVER DECK JOISTS ON PLANS ` ON PLANS GALVANIZED POST TO BEAM CONNECTOR GALVANIZED POST TO BEAM CCONNECTOR o - I NEW POURED CONCRETE (4,000 PSI)PIER �� 043625 PRESSURE TREATED POST AS SPECIFIED ON PLANS PRESSURE TREATED POST AS SPPECIFIED ON PLANS I I FOOTING,36"BELOW FINISH GRADE EX.CONCRETE FOUNDATION WALL a MINIMUM OR TO UNDISTURBED SOIL F OF NE`N (TYPICAL ALL) Unauthorized alteration or addition to this drawing .a a a. I and related documents is a violation of Section 7209 of the New York State Education Law CONSULTANTS DECK END DETAIL DECK END DETAIL POST DETAIL V CALE: NOT TO SCALE 2 SCALE: NOT TO SCALE 3 SCALE: NOT TO SCALE )i 1 X"0 MIN.TO 2"0 MAX ROUND HANDRAIL OR IF NOT ROUND,PERIMETER DIMENSION M PRESSURE MIN.4"AND MAX 6 4"WITH A MAX CROSS GIRDER AS PER PLANS TREATED PICKET TYP. SECTION OF 2 4" 4A PRESSURE TREATED POST TYP. SPACE BALUSTERS SUCH THAT A 4"0 M SPHERE OR LARGER CANNOT PASS 2141'J . THROUGH ,PROJECT NAME KBS1Z BRACING CONNECTO KBS1Z BRACING CONNECTOR PROPOSED EXTERIOR DECK N 6x6 PRES3SURE TREATED �6x6 PRESSURE TREATED DIAGONIAL BRACING DIAGONAL BRACING g NOSING R=Y2"MAX PROJECT ADDRESS OPENINGS SHALL NOT;ALLOW m 380 STANLEY RD. PASSAGE OF 4"DIA.SMERE MATTITUCK,NY 11952 M KBS1Z BRACING CONNECTO KBS1Z BRACING CONNECTOR 1'/z"MAX.PROJECTION GENERAL NOTES: POST AS PER PLANS -REQUIRED GUARD RAILS AT OPEN-SIDED WALKING SURFACES,INCLUDING STAIRRS,PORCHES,BALCONIES OR LANDINGS, W °° ` CLIENT SHALL BE NOT LESS THAN 36"IN HEIGHT AS MEASURED VERTICALLY ABOVE THEE ADJACENT WALKING SURFACE OR THE LINE CONNECTING THE LEADING EDGE OF THE TREADS. CHRISTINA GRIGORATOS -GUARDS SHALL BE DESIGNED TO RESIST A LINEAR LOAD OF 50 POUNDS PER LINEEAR FOOT a.GUARDS SHALL RESIST A CONCENTRATED LOAD OF 200 POUNDS b.INTERMEDIATE RAILS,PICKETS,AND POSTS SHALL BE DESIGNED TO RESIST A CONCENTRATED LOAD OF 50 POUNDS POSITION BOTTOM RAIL OF GUARD RAIL NOTE:SIMIPSON KBS1Z CONNECTOR SHALL BE INSTALLED AS PER MANUFACTURER'S SPECS. SYSTEM SUCH THAT A SPHERE 6"CANNOT PASS REVISIONS THROUGH Number Revision Description Revision Date : __ BRACING DETAIL GUARDRAIL DIETAIL 2 ................................ . ..... 4 SCALE: NOT TO SCALE SCALE: NOT TO SCALE 11"nlirl. 3. - ................................ .......... -------------------------- 4. - ................... ................. ................. ..................... .. 5. - NOTES: -STAIR WIDTH SHALL NOT BE LESS THAN 36"CLEAR AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT.HANDRAILS SHALL Designed By MC, Date Submitted NOT PROJECT MORE THAN 4.5"ON EITHER SIDE OF THE STAIRWAY AND THE CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT,INCLUDING TREADS AND Drawn By Date Created LANDINGS,SHALL NOT BE LESS THAN 31.5"WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27"WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. (NYSRC 311.7,1) MC 02-19-24 Approved By MC Scale AS NOTED -HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS(NYSRC 311.7.8) County Tax Map Number: 1000-106.00-07.00-028.000 REQUIRED GUARD RAILS AT OPEN-SIDED WALKING SURFACES,INCLUDING STAIRS,PORCHES,BALCONIES OR LANDINGS,SHALL BE NOT LESS THAN 36"IN HEIGHT AS MEASURED Regulatory Reference Number: VERTICALLY ABOVE THE ADJACENT WALKING SURFACE OR THE LINE CONNECTING THE LEADING EDGE OF THE TREADS. Title of Drawing: -GUARDS SHALL BE DESIGNED TO RESIST A LINEAR LOAD OF 50 POUNDS PER LINEAR FOOT • GUARDS SHALL RESIST A CONCENTRATED LOAD OF 200 POUNDS • INTERMEDIATE RAILS,PICKETS,AND POSTS SHALL BE DESIGNED TO RESIST A CONCENTRATED LOAD OF 50 POUNDS DETAILS SAIR iILA-4 Si - NOTD TO SLE - Drawing Number: 4 5 Sheet o 0724 - HMR Project Number: i FASTENING SCHEDULE TABLE R602.3(1) FASTENING SCHEDULE TABLE R602.3(1)CONTINUED FASTENING SCHEDULE TABLE R602.3(1)CONTINUED ALTERNATE ATTACHMENTS TO TABLE R602.3(1)-TABLE R602.3(2) � "►-- E OF NUMBER AND TYPE OF ,r--- ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE SPACING OF FASTENERS TEM DESCRIPTION OF BUILDING ELEMENTS SPACING OF FASTENERS ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER a,b,c SPACING OF FASTENERS SPACING(c)OF FASTENERS FASTENER a,b,c FASTENER a,b,c NOMINAL MATERIAL DESCRIPTION(a,b)OF FASTENER � ' ��� °•-�--�� THICKNESS AND LENGTH (inches) Edges Intermediate 4-8d box 21 2"x 0.113";or " " g Af LC ITN_ ROOF ( / " ) 4-16d box(31/2 x 0.135 );or (inches) (inches) supports(inches) ' 3-16d box(31/2 x 0.135 );or 28 Ledger strip suipporting joists or rafters 3-16d common(31/2"x 0.162");or At each joist or rafter, 4-8d box(21/2" x 0.1131 or 4-8d common(21/2"x 0.131");or Toe nail 4-10d box(3"x 0.128");or face nail Wood structural panels subfloor,roof(g)and wall sheathing to framing and particleboard wall sheathing to framing(f) 3-8d common(21/2" x 0.131");or 4-10d box(3"x 0.128");or 4-3"x 0.131"nails 1 Blocking between ceiling joists or rafters to 3-10d box(3"x 0.128");or Toe nail 16 Top or bottom plate to stud 4-3" x 0.131"nails Staple 15 ga.14 4 g RESIDENTIAL-COMMERCIAL top plate Up to 1/2 0.097-0.099 Nail 21 3 6 70 E.MAIN STREET PHONE:(631)6826-157 3-3" x 0.131"nails " " 29 Bridging to joust 2-10d(3"x 0.128") Each end,toe nail 4 PATCHOGUE, NY 11772 info@mlcarchitecture.com 3-16d box(31/2 x 0.135 );or s 4-8d box(21/2"x 0.113");or 2-16d common(31/2" x 0.162");or End nail Staple 16 ga. 3 6 3-10d box(3 0.128 ) or 0.113 Nail 2 3 6 3-Sd common(21/2" x 0.131'�;or " SPACING OF FASTENERS AL 2 Ceiling joists to top plate " " Per joist,toe nail 3-3 x 0.131 nails 19/32 and 5/8 Staple 15 and 16 ga.2 4 8 3-3" box 1' x 0s ),or ITEM DESCRIPTIOIW OF BUILDING NUMBER AND TYPE OF FASTENER a,b,c Intermediate i 3-3" x 0.131'nails 3-10d box(3"x 0.128");or ELEMENTS Edges supports c,e 0.097-0.099 Nail 2 4 4 g �`F,RE S 'C Rcy� 17 To fates,laps at corners and 2-16d common(31/2" x 0.162";or Face nail P p p ( / ) (inches)h (inches) Staple 14 ga.2 4 8 3 Ceiling joist not attached to parallel 4-10d box(3"x 0.128");or Face nail intersections 3-3"x 0.131"nails Staple 15 ga.13/4 3 6 rafter,laps over partitions[see Sections 3-16d common(31/2"x 0.162");or Wlood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard R802.3.1,R802.3.2 and Table R802.5.1(9)] 4-3" x 0.131"nails " wall sheathing to framing 3-8d box(21/2 x 0.113 );or 23/32 and 3/4 0.097-0.099 Nail 2 4 4 8 18 1"brace to each stud and late " " [seee Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing] Staple 16 a 2 4 8 o43s25 Ceilingjoist attached to parallel rafter(heel P 2-8d common(21/2 x 0.131 );or Face nail P g ' �9TF 0 y0� l F Face nail 2-10d box(3"x 0.128");or Staple 14 ga.2 4 4 g F NE 2 staples 13/4" 30 3/8„ - 1/2" 6d common(2"x 0.113")nail(subfloor,wall)i 6 12 f 4 joint Table R802.5.1(9) Unauthorized alteration or addition to this drawing [see Sections R802.3.1 and R802.3.2 and Table 8d common(21/2"x 0.131")nail(roof) 1 0.113 Nail 4 3 6 and related documents is a violation of Section R802.5.1(9) 3-8d box(21/2"x 0.113");or Staple 15 ga.2 4" 4 8 7209 of the New York State Education Law 5 Collar tie to rafter,face mail or 4-10d box(3"x 0.128");or Face nail each rafter 19 1"x 6"sheathing to each bearing 2-8d common(21/2"x 0.131");or Face nail 31 19/32" 1" 8d common nail(21/2" x 0,131") 6 12 f 0.097-0.099 Nail 21 4 g CONSULTANTS 2-10d box(3" x 0.128");or 14" x 20 ga.ridge strap to rafter 3-10d common(3"x 0.148");or 2 staples,1'crown,16 ga.,13/4"long SPACING c OF FASTENERS 4-3" x 0.131"nails " " 32 11811 1.1" 10d common(3 x 0.148 )nail;or 6 12 ) 4 8d(21/2"x 0.131")deformed nail NOMINAL MATERIAL DESCRIPTION(a,b)OF FASTENER Edges THICKNESS AND LENGTH (inches) g Body of panel(d) 3-16d box nails(31/2"x 0.135");or 2 toe nails on one side 3-8d box(21/2"x 0.113");or inches (inches) (inches) 3-10d common nails Y x 0.148" ;or and 1 toe nail on „ „ OTHER WALL SHEATHING g 6 Rafter or roof truss to plate ( ) 3-8d common(21/2 x 0.131 );or 4-10d box(3"x 0.128");or opposite side of each 3-10d box(3"x 0.128");or Floor underlayment;plywood-hardboard-particleboardf-fiber-cement(h) 4-3" x 0.131'nails rafter or truss(i) 3 staples,1"crown,16 ga.,13/4"long 33 1/2"structural icellulosic fiberboard 11/2"galvanized roofing nail,7/16"head 20 1"x 8"and wider sheathing to each sheathing diameter,or 1"crown staple 16 ga.,11/4"long 3 6 Fiber-cement 4-16d(31/2'x 0.135");or bearing Face nail " " Wider than 1"x 8" " 13/4"galvanized roofing nail,7/16"head 3-10d common(31/2 x 0.148 );or 25/32 structural cellulosic fiberboard diameter,or 1" 3d,corrosion-resistant,ring shank 3 6 4-10d box(3"x 0.128");or Toe nail 3-8d common(21/2" x 0.131");or sheathing long 4-8d box(21/2" x 0.113");or 34 crown staple 16 ga.,11/4" 3 6 nails(finished flooring other than tile) 4-3"x 0.131"nails 3-10d box V'x 0.128");or 11 2"galvanized roofing nail;staple 7 Roof rafters to ridge,valley or hip rafters or / $ g p Staple 18 ga.,7/8 long,1/4 crown roof rafter to minimum 2"ridge beam " 4 staples,1"crown,16 ga.,13/4"long 35 1/2"gypsum shheathing(d) galvanized,11/2"long;11/4"screws,Type W 7 7 (finished flooring other than tile) 3 6 3-16d box 31/Z x 0.135 ),or or S 2-16d common(31/2" x 0.162' ;or i 14 long x.121 shank x .375 head 3-10d box 3"x 0.128";or End nail FLOOR 13/4 galvanized roofing nail;staple 1 4 ( ) 36 5 8" sum slheathin d galvanized, 8"long; 8"screws,Type W / diameter corrosion-resistant 8 8 3-3"x 0.131"nails / �'p g( ) o / g / yp 7 7 (galvanized or stainless steel)roofing 4-8d box(21/2"x 0.113");or or S nails(for tile finish) WILL 21 Joist to sill,top plate or girder 3-8d common(21/2"x 0.131");or Toe nail WOOM STRUCTURAL PANELS,COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 11 long,No.8 x .375 head diameter, 3-10d box(3"x 0.128 );or 4 g> > 3-3" x 0.131"nails " ribbed wafer-head screws 8 8 " 37 3/4 16d common(31/2"x 0.162") 24"o.c.face nail 6d deformed (2"x 0.120 )nail;or (for the finish) and les» 8d common(21/2"x 0,131")nail 6 12 8 Stud to stud(not at braced wall panels) 8d box(21/2" x 0.113") 4"o.c.toe nail Plywood 10d box(3"x 0.128");or 16"o.c.face nail 8d common(21/2"x 0.131")nail;or i 3"x 0.131"nails 22 Rim joist,band joist or blocking to sill or 38 7/8 1 "x „ 6 12 14 ring or screw shank nail-minimum PROJECT top plate(roof applications also) 8d common 21 2"x 0.131" or Sd deformed (21/2 0.120)nail 1 g ( ) 3 6 NAME 16d box(31/2' x 0.135 ),or ( / )� 1/4 and 5/16 121 a 0 099" shank diameter r 12"o.c.face nail 10d box 3"x 0.128" or 6"o.c.toe nail 1- 1_ 10d common(3 x 0.148 )nail;or 6 12 Staple 18 ga.,7/8,3/16 crown width 2 5 PROPOSED EXTERIOR DECK 9 Stud to stud and abutting studs at intersecting 3"x 0.131"nails ( )� " " 1, $ 3 x 0.131 nails 39 i�� it' wall corners(at braced wall panels) a 4 8d deformed (21/2"x 0.120")nail 16d common(31/2"x 0.162" 14 ring or screw shank nail-minimum ( / ) 16"o.c.face nail 3-8d box(21/2"x 0.113");or 11/32,3/8,15/32,and 1/2 121 ga,(0.099")shank diameter 6 8(e) PROJECT ADDRESS 23 1"x 6"subfloor or less to each joist 2-8d common(21/2"x 0.131");or Face nail 1 16"o.c.each edge face nail 16"o.c.each edge face nail 3-10d box(3"x 0.128");or 1 z ring or screw shank nail-minimum 10 Built-up header(2"to 2"]header with 1/2" For SI:1 inch=25.4 imm,1 foot=304.8 mm,1 mile per hour=0.447 m/s;1 ksi=6.895 MPa. 121 a 0 099" shank diameter 2 staples,l"crown,l6 ga.,13/4"long � g •( • ) 6 8 380 STANLEY RD. spacer) 16d box(31/2"x 0.135") 12"o.c.each edge face nail 19/32,5/8,23/32 and 3/4 MATTITUCK,NY 11952 a.Nails are smooth-coommon,box or deformed shanks except where otherwise stated.Nails used for framing and sheathing Staple 16 ga.112 6 8 24 2"subfloor to joist or girder 3-16d box(31/2'x 0.135)•or connections shall haave minimum average bending yield strengths as shown:80 ksi for shank diameter of 0.192 inch(20d 5-8d box(21/2" x 0.113");or 2-16d common(31/2"x 0.162 Blind and face nail common nail),90 kcsi for shank diameters larger than 0.142 inch but not larger than 0.177 inch,and 100 ksi for shank Hardboard(f) 4-8d common(21/2"x 0.131 or Toe nail ( / diameters of 0.142 innch or less. 11 Continuous header to stud ( / )' b.Staples are 16 gage!wire and have a minimum 7/16-inch on diameter crown width. 11 long ring-grooved underlayment nail 6 6 CLIENT 4-10d box(3"x 0.128") c.Nails shall be spaceed at not more than 6 inches on center at all supports where spans are 48 inches or greater. CHRISTINA GRIGORATOS 25 2"planks(plank&beam-floor&roof) 3-16d box(31/2"x 0.135");or 4d cement-coated sinker nail 6 6 At each bearing,face nail d.Four-foot by 8-foott or 4-foot by 9-foot panels shall be applied vertically. 0,200 16d common(31/2'x 0.162") 16"o.c.face nail 2-16d common(31/2"x 0.162� e.Spacing of fastenerrs not included in this table shall be based on Table R602.3(2). Staple 18 ga,,7/8 long(plastic coated) 3 6 12 f.Where the ultimate!design wind speed is 130 mph or less,nails for attaching wood structural panel roof sheathing to REVISIONS Top plate to top 3" box 1" x 0.128");or " 3-16d common 31 2"x 0.162" able end wall framing shall be spaced 6 inches on center.Where the ultimate designwind speed is eater than 130 mph,„ „ 12 o.c.face nail ( / ) g g P ✓� P , Particleboard Number Revision Description Revision Date plate 3 x 0.131 nails 4-10 box 3"x 0.128" or nails for attachingpanel roof sheathingto intermediate supports shall be spaced 6 inches on center for minimum 48-inch 26 Band or rim joist to joist ( )� End nail Pp P 1• - 4-3"x 0.131"nails;or distance from ridgees,eaves and gable end walls;and 4 inches on center to gable end wall framing. 4d ring-grooved underlayment nail 3 6 -- .. .- -- .......... -- ---- 8-16d common(31/2 x 0.162' ;or 4-3" x 14 a staples,7 16"crown Gypsum sheathing,shall conform to ASTM C 1396 and shall be installed in accordance with GA 253.Fiberboard 1/4 2' Double top plate splice for SDCs A-D2 with 12-16d box(31/2"x 0.135");or g ' p g' yp g' Staple 18 ga.,7/8 long,3/16 crown 3 6 3. - . sheathing shall conhform to ASTM C Z08. � .... ....� ...... .. seismic braced wall line spacing<25 12-10d box(3"x 0.128");or 4. ............................................................... - Face nail on each side of Nail each layer as h.Spacing of fastenerrs on floor sheathing panel edges applies to panel edges supported by framing members and required 6d ring-grooved underlayment nail 6 10 12-3"x 0.131"nails " „ „ 5. � .................. end joint 20d common(4 x 0.192);or follows:32 o.c.at top blocking and at flocor perimeters only.Spacing of fasteners on roof sheathing panel edges applies to panel edges 3/8 --------------- -----------------...- 13 (minimum 24"lap splice and bottom and supported by frami:ing members and required blocking.Blocking of roof or floor sheathing panel edges perpendicular to Staple 16 ga., long,3/8 crown 3 6 Double to late splice SDCs DO,D1,or D2; rr rr length each side of end t�. er d. the framing membeers need not be provided except as required by other provisions of this code.Floor perimeter shall be 6d ring-grooved underlayment nail 6 10 p p p r 12-16d(31/2 x 0.135 ) " " �" c. ace nail at top and braced wall line spacing z25 joint) 10d box(3 x 0.128 );or supported by framing members or solid blocking. 1 2,5 8 Designed By Date Submitted 3"x 0.131"nails and bottom staggered i.Where a rafter is fasstened to an adjacent parallel ceiling oast in accordance with this schedule,provide two toe nails on / / Staple 16 ga., long,3/8 crown 3 6 MC 27 Built-up girders and on opposite sides p g l p Drawn By Date Created 16d common(31/2' x 0.162") 16"o.c.face nail beams,2-inch lumber one side of the rafteer and toe nails from the ceiling joist to top plate in accordance with this schedule.The toe nail on the For SI:1 inch=25.4 mm. MC 02-19-24 Approved By Scale opposite side of thee rafter shall not be required. a.Nail is a general description and shall be permitted to be T-head,modified round head or round head. M AS NOTED 14 Bottom plate to joist,rim joist,band joist or layers And. County Tax Map Number: blocking(not at braced wall panels) 16d box(31/2'x 0.135");or " b.Staples shall have a minimum crown width of 7/16-inch on diameter except as noted. 1000-106.00-07.00-028.000 3" x 0.131"nails 12 o.c.face nail 2-20d common 0. x 0.");or ),or Face nail at ends and at c.Nails or staples shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater.Nails Regulatory Reference Number: 3-3"x10d box 1" x 0s ),or each splice or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. Title of Drawing: 3-3"x 0.131"nails 15 Bottom plate to joist,rim joist,band joist or 3-16d box(31/2"x 0.135");or 3 each 16"o.c.face nail d.Fasteners shall be placed in a grid pattern throughout the body of the panel. blocking(at braced wall panel) 2-16d common(31/2"x 0.162");or 2 each 16"o.c.face nail e.For 5-ply panels,intermediate nails shall be spaced not more than 12 inches on center each way, FASTENING SCHEDULE f.Hardboard underlayment shall conform to CPA/ANSI A135A 4-3" x 0.131"nails 4 each 16"o.c.face nail g.Specified alternate attachments for roof sheathing shall be permitted where the ultimate design wind speed is less than 130 mph.Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using the spacing listed for panel edges. A-5 h.Fiber-cement underlayment shall conform to ASTM C 1288 or ISO 8336,Category C. Drawing Number: 5 5 Sheet of 0724 - HMR Project Number: