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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#: 50777 Date: 6/3/2024 Permission is hereby granted to: Anastasiou Stavros 31-16 38th St Long Island Ci NY 11103 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 1000 Rocky Point Rd, East Marion SCTM # 473889 Sec/Block/Lot# 31.-2-19 Pursuant to application dated 3/5/2024 and approved by the Building Inspector. To expire on 12/3/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,161.00 CO-NEW DWELLING $100.00 Total: $3,261.00 Building Inspector A-eAA) ,.WIN rt TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 ht :://www.sotittioldtownn oar Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only E h � t PERMIT NO. Building Inspector- �Appllcations and forms must f5e filled out an their entirety Incomplete��, .;� wof ..... 2024 aptlica �ons will not be accepted Where the Applicant is not fhe (3wner's Au h srization fcsrm(Page 2 shall be,COMP eted. ,raw P Date:March 5, 2024 e. Name:Dara Friedman & Mark Handforth sCTM#i000- 3 ,_.. ,� Project Address:1000 Rocky Point Road, East Marion, NY 11939 Phone#:(305) 283-6003/(305) 302-4493 Email:markhandforth(-Ohotmail.com Mailing Address:1930 Tigertail Avenue, Miami, FL 33133 y CbNT�CT PEI�50N �, Name:Dara Friedman Mailing Address:1930 Tigertail Avenue, Miami, FL 33133 Phone#:(305) 283-6003 Email:darafriedman@hotmail.com —T [3E5I/N PROFESSIONAL INFORMATION: Name:Nicholas Mazzaferro Mailing Address:RO. Box 57 Greenport, NY 11944 Phone#:(516) 457-5596 Email:nickmazzaferro@verizon.net CONTRACTOR INFORMATION:` Name.: Mailing Address: Phone#: Email: QESCRIPTION`OF PROPOSED"CONSTRUCTION IgNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other �001000 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes igNO 1 P,ROP,.ERTY INFORMATION Existing use of property:vacant land Intended use of property:single family residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 this property? ❑Yes ®No IF YES, PROVIDE A COPY. IiR Check q Ar Reading The owner/contractor/design professional l�responsible for all drainage and storm water issues as prowled by Chaptei 236 of the Town Code APPLIG4tib IS HEREBI�MADE to the Building Department for the issuance of a!Butltling Permit pursuant to the EtuddingZone ©rdinance of the Town"of'Southold Suffolk,Cvitn ,New York and other a plicable LaWs,Ordinances,o Regul tio0,for the constrtict�on of buifd�ngs, rlri,,,,,r;,;,rr r,i,,, ty r ;,,1/r w,,,,.ir,,;. ;.Dii ,,, r ,, „ , ,,,, ,; ,r lo;:XII aI riiCa d� /nCeS�'blllldlll .EO M additions,,alters#ions or fob remov"af or demaUt�orr�s herein desknbed The ap licent agrees to compl{,l 1 app " le Paws;oft b rr /r%,,r r,; r� r rri, , , D/ housing code and re�ulattons and to admit authorized inspectors on premisesndnn butldmg(s)for necessarry fispectionsrFalse statements"tnad'e'herein are` unishable as, Mass-A mWerrieanor pursuantto Sectton,21C 46 of the New York Statc�RerfakLainr:, Dara Friedman Application Submitted By(print name): ❑Authorized Agent WOwner Signature of Applicant: � Date: l/ 2 V STATE OF NYX=VA ra - ... S: COUNTY O 1:D µr�) '-D +tz . 6— /e" being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the 6 11,1 N (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 belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 26 Notary Public State of Florida ,ieffrey catenach IIII my Corrrmlaslon till#i8675 PROPERTY OWNER AUTHORIZATION� xpiras 1121t�1�2S (Where the applicant is not the owner) ), residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein.. Owner's Signature Date Print Owner's Name 2 ), )Sw —c C Scott A. Russell � SUFFQ� S�FO�]E�I��] WA�TIEIK SUPERVISOR NM A NAG]EMIENT SOUTHOLD TOWN HALL-P.O.Box 1179 p ] 53095 Main Road-SOUTHOLD,NEW YORK. 11971 Town Of Southold a4 CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: (Zft � Fri /�� N Date: � v .: Contact Information: vv �` °r �� _ ' C 11: (E-iMail8 Telephone Number) i D iJ b Pro ertY Address / Location of Construction Site:. C i 12 _j). S.C.T.M. #: 1000 District Section Block Lot fi TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT - Area of Disturbance is less than I Acre. •No S.P.D.E.S. Permit is Required ! - Project does Not Discharge to Waters of the State. No S.P,D.E.S. Perrurt rs I >1rred" � � - Area of Disturbance is Greater than 1 Acre & Storm-water Runoff Discharges Directly b to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S,,P.D.E,S. Permit DIRECTLY From N.Y.S. D.E.0 Prior to Issuance of a Buildin Permit. P Area of Disturbance is Greater than l Acre & Storm-eater Runoff Flow Through Southold O Town's MS4 Systems to Waters of the State of New York THE APPLICANT MUST OBTAIN a S.P.D,E.S. Permit through the Southold Town Encineenn 1�e artrTaent C Prior to Issuance of a Buildin Permit,. d"X1 By: Date 1 7 / Reviewed rnp M x CMC'P-TOc,nl tnhPr 7n i q kl- X _ PERma FOR w f v AFL OF GOW TW _TTO - O x r _ e _ E '�EARS FROM DILATE Of- APIP�RQVAI s mm � 2ED .� _: a RA OEM F ON Adul a i - - �Mt WATER I S% U C U I- E ', 9 MS f �CHEVUL - J DWELLING WITH 4 BEDROOMS•NO GW&M GRADER REQUIRED OWTS SYM FOR 4 BEDROOMS 40 Cn LAND N/F OF REQAC)LFacHMAREA 300 SF SI IDARLAREA SUFFOLK COUNTY PROPOSED SEPTTCSYSTM FOR 4BEDROOMS fi)WDROACTIONAN400440 GPD ONTS) WATER AUTHORITY 0)LEACHING POOLS 8*lZDEEP 0)EXPANSION LEAGiING POOL SANITARY NOTES 1.THE OWIS MULLER SHALL HOLD AN ENDORSEWNT FROM THE SWOIK©OIMfY DEPARTWNF OF HEALTH. 2.AN MO-iIED OlSATION AM MAIN",Ma OONTRACF BIE N►EEN THE M IANCE PROVIDER AND THE A.ALL BE PROVIX0TO THE SODHS 3.PROVIDE A Y VENT PPE FROM THE OWIS TO THE MWUNG AND OMMOT TO M SANITARY VENPNGWT W THE HOUSE THE VENT PIPE SHALL BE KMf-()TOWARD THE OWES SO ANY UQW%I.DRA)*J TOWARD THE OWTS 4 AN EFFLLENT FILTER SHALL BE INSTALLED ENDER THE ACCESS CMa OF THE MWOU UPNT ON THE OKLET PIPE SANITARY DESIGN BY: NICHOLAS MAZZAFERRO PO BOX 57 GREENPORT , NEW YORK 11944 PHONE: 516)457-5596 EMAIL; NICK ZAFER.ROVEIIZON.NET OF Nje DWELLING W/PUBLIC WATER 1501 163.98' U.P. N 75005 too" ------------ 01), co t g I DRYS DWELLINGS 1 t UBLIG l385)WATER 15U' 1 ''� .� � o � a - 1 , C V.P. tiY � 0 Q� C.o -- �tl 2„SCH 40 Q` 8'QSx1 DEEP PVC VENT PIE 1 57.2' 0 .Y WN 00 r3 -- -+ 1 ELECTRIC& AIR SUPPLY 4 HOSE TO OWTS r IS I.. ,. ..-,. RROR �E W -„-.. .. _.. _ _ __ 50.0' _ WATER LINE `ice ELECTRIC D ICE 1 TO COOROL PANEL I CONTROL PANEL DRY UfELL �, AND AIR PUMP � �01 0 �_ U.P. 38 DWELLING 1 0- _ E - E - E34- E _E- E- VELL WATER PROP. UNDER GRj) ]gES_ OVER 150 NO GAS SERI7CE 38.0 f L 1.2' )wN t I Q (SAND LE WN t vum PRE- pR1VAY t � VL I t; OD 14,3' ! i - 17 .,96 S 74032'10" 40---- MR LAND N/F OF OLATEV INC iUK LS DWELLING MPUBLIC WATER 150' SURVEY FILE # 223-40 NEW CONSTRUCTION �� �� NICK MAZZAFERRO, PE F A1 CONTACT: 516.457.5596 1000 ROCKY POINT ROAD EAST MARION, NY 11939 INDEX OF DRAWINGS PROJECT INFO SHEET N0. SHEET NAME _.__._..� LOCATION: 1000 ROCKY POINT ROAD, EAST MARION, NY 11939 00-COVER \ SCOPE OF WORK: T-ool.00 COVER SHEET COUNTY TAX MAP: / 1000 01 -ARCHITECTURAL ` \ SECTION: / 31 A-100.00 PROPOSED FOUNDATION PLAN A-101.00 PROPOSED 1 ST FLOOR PLAN BLOCK: / 2 A-102.00 PROPOSED 2ND FLOOR PLAN LOT: / 19 A-103.00 PROPOSED ROOF FLOOR PLAN ZONING: / R-40 A-104.00 ACCESSORY BUILDING-FLOOR PLAN CODE: 2020 NYS RESIDENTIAL CODE A-201.00 PROPOSED SOUTH ELEVATION l i A-202.00 PROPOSED WEST ELEVATION A-203.00 PROPOSED NORTH ELEVATION ALLOWABLE LOADS & DEFLECTIONS FOR STRUCTURAL A-204.00 PROPOSED EAST ELEVATIONS A-205.00 ACCESSORY BUILDING-ELEVATIONS MEMBERS [UPDATED: 5/1/2020A-301.00 SOUTH-NORTH BARN SECTION A-302.00 EAST-WEST BARN SECTION STRUCUTRAL LIVE DEAD ALLOWABLEdo MEMBERS LOADS LOADS DIFFLECTION A-501.00 WINDOWS SCHEDULE A-502.00 DOORS SCHEDULE ,;,+. �� l ; EXTERIOR BALCONIES 40 10 L/360 PL-100.00 RISER DIAGRAM ST-100.00 GENERAL WIND PROTECTION CONNECTIONS NOTES ... :, } DECKS 40 10 L/360 t f\ • .�.":ate r"',' >�;. \Y ``.<.::' '�.ti''" '?:,:,�✓. i 7 ST-101.00 GENERAL WIND PROTECTION CONNECTIONS NOTES ATTIC WITHOUT STORAGE 10 10 L/240 ATTIC WITH STORAGE 20 10 L/240 �1q Ii ;':\ L \.\ _; ,. � , ,-•._ tea`-' :Y % 4 FIRST FLOOR L/360 SECOND FLOOR 30 10 y ROOF RAFTERS- GROUND SNOW LOAD = 20 PSF L/240 'M,� \� � �i � �/'`�,-i�- •`�\' '"�'.,{',,.-'gip,, .\., `..� [ I $ 4 ';� Rom \' j't*'}4 N''�\�, \.�-• •`a.`:.. .."."^"f r III V 9;J i; S.C,T.M. N3. MTRICT, Tt t `\ \ Eij� �ri� �•i �'`� � `�"�----"�Y rip'# �,,-_'�,• " PW%?_fCpW"45 G71eFR 5DT `r ✓ LftNLY 4d F C9� r' YdtPLI£?'_IC'N1.hr?td 15ti NO. Revision Date t7�t1l1� r a8 ` a PROJECT: PLAN CONTENTS ` r •r a 6 4 i C`r;~ � �tie�[ �'� r ., LxN',r,�'r�r • �' a,�. ;T,� 1 �,3 2'SC�+s' t {��•`' � r' SU'6`XK,WI.kpPTY Cat . ,ugr�t.:,'t•.t.' Bradt, _' i f r s �s'Arrt:A=, r I raHnY ,f ; � �.__° FRIEDMAN-HANDFORTH r RESIDENCE OCCUPANCY CLASS RESIDENTIAL BUILDING HEIGHT XXX 4 f `w ' ' ?r ; 1000 ROCKY POINT ROAD C7 r• ;.ia: 4K:,it TvltaaTS , ,u" r �t - - _ -.' '' EAST MARION NY 11939 DESIGN CRITERIA CODE: 2020 RESIDENTIAL CODE OF NYS AND ASSOCIATED ENERGY, ELECTRICAL AND PLUMBING CODES _ '°°L~ '°°`""` r �.` SEAL& 1 NA TUR t Y.- w ^. * :I'.,t` E.::ri:«:._ I j t •s'!t s, 4t Al. FRAMING ELEMENTS AS PER FLOOR PLANS, SECTIONS AND GENERAL NOTES b>S"f ILN5 i 2 `,, - ,, �E o N�yy ! East i larion :+gtaElf T'ahTEi? i`, ._.._ tl. "�. P CO OvER DESIGN LOAD CALCULATIONS EXT. BALCONIES 60 �i I a SHEET IOF2 (LIVE LOADS PSF) DECKS 40 ATTICS W/0 STORAGE 10 �.r� , _ ��T�RY DESIGNY: o t I i i n w PWHOLAS O Box PIAZiASFERF�CJ ATTICS W/STORAGE 20 = , - ROOF (GROUND SNOW LOAD) PER NYS 301.E IPHON 'PORT. 1, � 1 , PtinalE:t516�57-5 �O ° 057C9 x'� cs EMAl:NICKMAZZAFERROPVER.IZON.NET JA ROOMS(OTHER THAN SLEEPING) 40 .�"'` °A� �' ,'•tir.,Cf' / A. ROOMS(SLEEPING) 30 STAIRS 40 x 44 ` 4 GUARDRAILS (ANY DIRECTION) 200 ra OLATEV COVER SHEET e° EXPOSURE CATEGORY DESIGN FOR CAT. C ` LOAD PATH (ROOF- FOUNDATION) SEE CONSTRUCTION AND WIND PATH CONNECTION DETAIL PAGE AND GENERAL NOTES MAIN ROAD REVISE( 05-06-23 NAILING SCHEDULE SEE GENERAL NOTES PAGE FR NT �-4� REVISED aS— -m23 r"'�"�-.; FRO YYARD.' 5t)' 6MINREir15E© 08-15-2.3 17 REAP, YARD: 150' MIN TW WAT€1?VJPR Y, W145S. al?"*RLS AND CFSFPOIA EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE > 'dM";x`' SCEYARD: 15' MIN, 35' COME°NED AACACW DATA ` ARE FROM D L�'SE vAr s Anm �Lr.ArA I�TAfh'ED FRowr Dry AREA:50,659.61 SOFT. or 1.16 ACRES etEYAT! of DAnQ.. to VrM 1/4" 1 ,-O„ FIRE PROTECTION (SMOKE AND SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. VNAU71Y R7FD ALTERArnV OR AMIT01 TO TWS SURLIFY rs A uaAruV Or_4=7 N 7.-D9 CrTWNFw YORK STATE EDuCA71'ON LAW. Cc�-ff-S Or TWS mAF mor sEA.Rr'NG T}+L LAND TLC OR'S EMPOSSED SWAG SHALL NOT 8E CtA'='VRFD TO BE A VALID TRf F COPY,, OVARANTMS MiCA1ED HEREON SHAD PAX CO2 DETECTORS CARBON MONOXIDE ALARMS TO COMPLY WITH R315 IRC. 6%r ro 7p Prpsl `FOP ` "�c s"gwy°s PREPA ED AND ON KS MALF 70 1W WILE COUPANYo COWR.`ENTAL ACtNCY AND UAM1 AVSPrIJP00V LISTED HEATCY, AND TO ?1W ASS'GNCCS Or riff LEPfDeNG RWS'TTTJTON, GVARAN=ARE NOT TRAN7FRABLr< TW(,*TSFT OR dpWNITPv"NS.9#001 frFR ON FRCW TW PROPERTY VNFS TO WNF STRVCTURra ARE FOP A SPFFOF?C MPPOSF A.NM VSF TREAT r_ T7 y ARE NCr w7t£ t FD TO ivw;4"ENT NE PARTY tMS LQ TO CODE V4E EPECU Or FENCK ADD(T)ONAL STRUCTURES OR APM OT;4ER OMPRO"EMENIS EAgWENTS DATE: 05/25/2024 ENERGY CALCULATIONS 2020 IECC ANS-Aw "SLWrArf STRUc1 r RFS R!`CL'gWV OR 1,WRFC0RrfV ARE NOT G;t'AR'ANnTD LM,t M PHYMCALCY FVDCNr ON TW PREWS AT ?w TTME Or SVRWY PROJECT No: Project Number 9JR'OrY OF: DESC WBED PitOPERer' �r,' ^„., CERTIFIED TO: DARA FRIEDMANi rar�a or: DRAWING BY: NT TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA .,. ' CHK BY: NT GROUND SNOW WIND SECTION SEISMIC DESIGN SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN r' DWG No: TUATED AT. EAST MARION4. ,_ CATEGORY DESIGN TEMP UNDERPLAYMENT HAZARDS FREEZING ANNUAL LOAD ';.' TOPOGRAPHIC SPECIAL WIND WIND BORN W04 Of SOUTHOLF7 I D M N HANDFORTH RESIDENCE SPEED WEATHERING FROST LINE DEPTH TERMITE REQUIRED INDEX TEMP '` tt�rT ' tC►Ydi, pTSIT!tC, T a - EFFECTS REGIONS DEBRIS ZONE SUFFOLK COUNTY, NEW YORK Professional ]and Surveying and Design � P.O. Box 153 Aquebolue, Now York 11931 T'oO I .00 N MODERATE TO n� 223-40 AL 1'-40' CAT<=APRIL 2, 2C923 .,JR - MNI (631i 4e-fsss FAI testa tOM-16et! N HIGH A(r Ys try 9'2 NCL D508 N 30 PSF 130 MPH YES NO NO B SEVERE 360 11 YES NONE 452 N i WEST ELEVATION 7-7 GA GB A-202.00 GC G D 1 NICK MAZZAFERRO, PE CONTACT: 516.457.5596 ADJUST AS NEEDED TO 34'-0" 1 MATCH 00, _. I 1�-)CONCRETE WALL --- - - - ,_- - — _. -- — — - - -- — ............... FRENCH DRAIN a w .. #I I R 48" � I - u, L' 0 M FLOOR LEVEL - _.. .. . .b I, . I I, ".I I • j 3" CLEAR ,._ i i I 2'-5' SLAB ON GRADE 1 j I I 1 G.: I - -301.0 1 3000PS1 W/2 - 5# REBARS r---- I AWNING WIN AWNING WIN 2 FOOTING SECTION 41-0"X 1'-6" 4'-0"X 1'-6" A-100.00 1 = 1 -O�� TIE - 1 � ._ — w8 - - - - - - - - - - - -W8 - - - - - - ram G4 T— r------ - — r-- --, r----- _ _ DECK - I t I I 1 I I , , TIE , 2 2' X 1 "8 @ 6 O.0 - ---- 3 -0 L------I L------ L- - - . c� oe- ACCESS DOOR NADJUST EEDED TO o ( 1 MATCH GRADE 1 w8 z o - - - - - - - . _ .:. ....... BEAMS POCKET BEAMS POCKET Q 1 3 '-2"x10" I ............ HEADERS/BEAMS 8" DIA SONOTUBE: I I (TYP.) r----- r------ r-- ............... _.... ...; l]J I I I } Q G3o � 1 I ---�---- ----,- 1 L- ---- Hli LJ L----- L #4 REBAR @ 48 0 uPl 1 SINGLE COLUMN FOUNDATION SINGLE COLUMN FOUNDATION I .............3R 0'-7 1 ---- -----TYP. 3'-0"X 3'-0"x 1'-0" T(P. 3'-0"X 3'-0"x V-0" 1 a 4 -0 1/2 10' -0" I ............. 1000 Of - FRAME TO POSTS/BEAMS TO FRAME TO POSTS/BEAMS TO 3" CLEAR COLUMNS W/METAL HANGERS CCLUMNS W/METAL HANGERS II 1 N A-201.0 1 (TYP.) (TYP.) I .... . __ ' 1 I 1K-200 NO. Revision Date 1 3000PS1 W/2 -5# REBARS SOUTH ELEVATION I UNFINISHED I NORTH ELEVATION BEAMS POCKET BASEMENT BEAMS POCKET 1 1 7'-0" CLEAR HEIGHT 1 1 i 3 '- 2"x10" BASEMENT JOIST TO FLOOR I I N I HEADERS/BEAMS I 3 SONOTUBE 1 I 1 I 1 I ' I I I00 I 1 I II 1 - 1 1 --J 1---- --J L--- --J �----- -L SINGLE COLUMN FOUNDATION SINGLE COLUMN FOUNDATION PROJECT: " " OPEN WINDOW WELL TYP. 3 0 X 3 0 x 1 0 TYP. 3 0 X 3 0 x 1 0 I W/GRATING AT GRADE FRIEDMAN-HANDFORTH z o RESIDENCE 11 #4 BARS EQ. SPACE II II 1 1 I I: 1000 ROCKY POINT ROAD 1 2 VERTICAL w o EAST MARION, NY 11939 it HORIZONTAL TIES @ 3'-O" w SEAL& SIGNATURE: P OF w o 0 > 3' -0" �E f y O O OC O O I I 057 9 �� — — — — — — — — — — — — — — — — — — — — — OFES S 1 ON P\' I 1 I I 4 2"X 10" LEDGER STRIP -ALL AROUND CONCRETE BUTTRESS I I 1 I 1 1 ATTACHED TO FOUNDATION INTEGRATED WITH W/ANCHORS AND OFFSET SPACE FOUNDATION WALL I PROPOSED FOUNDATION w P. ALL AROUND 1 I II 1 I ' PLAN 1 2- 2"X 10" FRAME 1'-6" it 1 ACQ TYPICAL ALL AROUND FOOTPRINT OF 1 \,", — PORCH ABOVE------ -- - - - - _ - ---- As indicated 10'-8 1/2 10'-81/2 10'-8 1/2 10'-8 1/2 Of 42'-10" I 8" DIA SONOTUBE DATE: 05/25/2024 1 ON 1 -6 X 1 -6 X 1 -0 FOOTING 3-0 PROJECT No: Project Number BELOW GRADE (TYP) DRAWING BY: Author A-204.00 CHK BY: Checker DWG No: 1 PROPOSED FOUNDATION PLAN EAST ELEVATION A ■ 00.00 N N N N WEST ELEVATION GA G B A-202.00 GC G D STANDING SEAM METAL ROOF ON 101/2'' SIP PANEL R-49 INSULATION - ROOF 34' -0" NICK MAZZAFERRO, PE CONTACT: 516.457.5596 CRAWL SPACE BOTTOM ROOF GARAGE 40'-0" 16'-0" UNDER RAISED FLOOR AREA 3/4" WOOD SIDING BY CLIENT 61/2" SIP 5/8"AIR GAP (FOR SHEATING OF GYPSUM BOARD) SHOWER I R-29 INSULATION -WALL STRUCTURAL TIMBER 5'-0"X 3-6" -301.0 > oo BATHROOM Q '- I WRAPPING BAND 1 J 11 w X � c� 2ND FLOOR — — o DEN I WC � 11 0 `r -3'-0" D4 PRESSURE TREATED z � - 3'-0' 3'-0" 5'-0" FRAMING 2X8 "' o o01 0 3/4"WOOD FLOORING BY CLIENT 0 X D9 cs BASEMENT 3/4" PLYWOOD FLOOR BULKHEAD I 1 1/8 WARMBOARD-S SUBLFLOOR ,z i 11 II FLOOR FRAMING CASEMENT DOUBLE HUNG I DOUBLE HUNG 3/4" PLYWOOD DN ¢ I 2'-0"X 6'-8" 3'-8"X 8'-0" 3'-8"X 8'-0" R-30 INSULLATION - FLOOR ' C-) w9 ws I ANCHORS 5/8" DIA rr- -------- — — G4 BOLTS AT 4'-0" 0.0 w9 ws ws w6 �— 4x4 WALL GIRTS ABOVE 8" EMBEDMENT 3/4"WOOD SIDING BY CLIENT DOUBLE HUNG D4 61/2" SIP DOUBLE HUNG DOUBLE HUNG I WC I 2 5/8"AIR GAP (FOR SHEATING OF GYPSUM BOARD) 3'-$"X 8'-�" 3�_g��X g�_0�� 0 -8 4 -4 1/2 5 -1 1/2' 0 -8 10'-5 0'-8 10'-5' 01 -1oa.o R-29 INSULATION -WALL WRAPPING BAND STRUCTURAL TIMBER o n o °D BEDROOM I W9 w co LEVEL 1 BATHROOM #1 O cn 0 o I oo cn C° O O O s i Lu o CO PRESSURE TREATED ' w FRAMING 2X8 2"X 8" ACG I SHOWER 1 I STUCCO 51-511 X 31-611 FRAMING 0 TERMITE SHIELD 2" CONCRETE AT 16" O.0 D4 + SCATER 3/4" PLYWOOD _;0 - - - - _ _ - G3 9"WARMBOARD-S SUBLFLOOR W/HEATING PIPES ------ - FLOOR FRAMING li i i 1 3/4" PLYWOOD 2 - 2"X 8" HEADER 17R @ 0'-8° , M 302.9fR-30 INSULLATION - FLOOR FOAM ON ICF PANEL 1!" 9 FOR PORCH ROOF w--- ---- --�-- ---� I 2" ON POSTS 3'-s v2° s'-2° - u --- 8" CONCRETE + 2" FOAM (BOTH SIDES)' {' .............. _ REF. KITCHEN i DRAINAGE MAT - 17 — --_—_—_—_—_—_—__ —_ _ " _ - 4" POURED CONCRETE SLAB ON N DN 6R 60 6 FOUNDATION 4" RIGID INSUALTION A-201.0 1 I L ----J REF. 1 -203.00 10"X 24" T-0" SOUTH ELEVATION 00 NORTH ELEVATION BASEMENT LEVEL _ _ — — NO. R2VISIOn Date �- LLJ FRENCH DRAIN DW I 2-4 REBAR G2 3" COVER 2 WALL SECTION BARN FRAMING POST I A-101.00 1�2" = 1'-0" (TYP.) 2"X 10" I co AT 16" O.0 I PROJECT: ZD q ENTIRE FLOOR I CD - 1 = co LIVING - I = o FRIEDMAN-HANDFORTH J 1 = > RESIDENCE w X -302.o 16R @ 0'-61/2 ao " o'-o° I W9 m � APPLY CORNER AIR SEALING 1000 ROCKY POINT ROAD DECK o co oM -0'-6" o TAPE @ INT. CORNER. EAST MARION, NY 11939 11 -2 11 -1 11 1 SEAL"IGNATUR J0 Of D1 STOeVEI ATTACH PANEL TO ADJACENT PANEL ptti 0 'Nfw yo W/SIP FASTENERS @ 10 O.C. q� Cl TYPICAL UNLESS OTHERWISE NOTE 4x4 WALL GIRTS ABOVE _ - - - - �� 7 2" DIA STEEL POSTS (TYP.) w9 w9 SECURE OSB PANEL SKINS TO 2x �. gy \=w DOUBLE HUNG - I i i BLOCKING W/0.131" DIA. x 21/2" LONG /°ARo 057° ENTRY TO LIVING ROOM DOUBLE HUNG 3'-8"X 8'-0" GALV. NAILS @ 4" O.C. OR EO �FssioNP 1"X 6" DECK BOARDS 3'-8"X 8'-0" 34'-0" DN STRUCTURAL CORNER CONNECTION DETAI - PROPOSED 1ST CYPRESS 6R @ 0'-5 11/2" i o 11 — I� WOOD 1 - 1 _0 4 3/4" FLOOR PLAN DECK FLOORING ... . ... .. ............... TYPE X GYPSUM WALLBOARD 5/8" As indicated 2"X4" WALL STUDS W/SOUNT BATT 1 INSULATION 3" DATE: 05/25/2024 1 PROJECT No: Project Number -301.0 AA-2� DRAWING BY: Author 771 1 CHK BY: Checker L111 1 PROPOSED 1 ST FLOOR PLAN EAST ELEVATION DWG No: 1-011 A 101 .00 N 1 INTERIOR PARTITION N N 4] WEST ELEVATION -- GA G B A-202.°° G C G D 1 STANDING SEAM METAL ROOF ON 101/2" SIP PANEL NICK MAZZAFERRO, PE R-49 INSULATION - ROOF CONTACT: 516.457.5596 I • BOTTOM ROOF GARAGE 16,-0" 3/4"WOOD SIDING BY CLIENT 61/2" SIP a ` 5/8 AIR GAP (FOR SHEATING OF GYPSUM BOARD) 0. �� z Imo, t° R-29 INSULATION -WALLS STRUCTURAL TIMBER Cp �� r x _ �'�1f, _ WRAPPING BAND I = CD ri2ND FLOOR— — — — CD w 11 -0 J mCD C.D C/) O PRESSURE TREATED I I I FRAMING 2X8 _ OOD FLOORING BY CLIENT S I I 3/4" PLYWOOD FLOOR a DOUBLE HUNG DOUBLE HUNG DOUBLE HUNG 1 1/8"WARMBOARD-S SUBLFLOOR FLOOR 1 1 +' ✓`\t` I II I II I II II I II I II 3/4" PLYWOOD FRAMING I I 3-8 X 6-8 3-8 X 6-8 3-8 X 6-8 w6 w6 W6 R-30 INSULLATION - FLOOR i 4 WALL GIRTS ABO E 0 BATH x 3/4"WOOD SIDING BY CLIENT ' 6 1/2" SIP 1 z 5/8" AIR GAP (FOR SHEATING OF GYPSUM BOARD) z BATHROOM.... . _ R-29 INSULATION WRAPPING BAND STRUCTURAL TIMBER ''' CO BEDROQM o ED OOM woo u c� X W7 #2 p iv 3 �J cwi� x LEVEL 1 omo C D4 U) °° w DN 1 ! \ w PRESSURE TREATED o 0 0 :.. " , ,. cc CDFRAMING 2X8 w 11'-31/2' ------ 11'-21/2 w OP 01 ------ STUCCO -- — — — — TERMITE SHIELD 2 CONCRETE ------ — — — + SCATER 9/4WALY WOOD RMBOARD-S SUBLFLOOR W/HEATING PIPES 17iR @ 0'-$" I 1 FLOOR FRAMING I I I z _' i i M z - 3/411 PLYWOOD m °° R-30 INSULLATION FLOOR zx W7 I co `�' ----- z 2" FOAM ON ICF PANEL Q - 2"X 10" Q "' 8" CONCRETE + 2" FOAM (BOTH SIDES) 2"X 8" @ 16" O.0 AT 16" O.0 DN-- FLUSH FRAME I I DRAINAGE MAT A-201.0 1 N 1 -203.00 FOUNDATION4" POURED CONCRETE SLAB ON 411 RIG ROOF PORCH RAFTERS _ 10"X 24'I ID INSUAATION SOUTH ELEVATION z 00 3 - 2"X 10" HEADERS ATTACHED z = NO. Revision Date NORTH ELEVATION x W7 TO THE POSTS I co LEVEL — z oo W/METAL HANDLES z '-` -s�-0" — — c� LIVING ! z `o m ROOM BEAM/RAILING ! _ - BEAM/RAILING FRENCH DRAIN 11 0" @5'-0"AFF @5'-0" AF - ER .... . _ — - — — — — — — — 1 11 2 4 REBAR — — — 3" COVER 33 - 11 1/2 00 X 7M 2 WALL SECTION v1 CORRUGATED FIBERGLASS �_ O° Cn x� If _ 1_ 11 PROJECT: x , �20 1/2 1 0 ROOFING STRUCTURAL w M " °� FRIEDMAN-HANDFORTH ATTACHED TO RAFTERS \ OPEN BELOW RESIDENCE ROOF BELOW TO THE 1 ST FLOOR , 1000 ROCKY POINT ROAD z oo / APPLY CORNER AIR SEALING EAST MARION, NY 11939 z ao = TAPE @ INT. CORNER. o x W7 o X SEAL$SIGNATUR w oo w _ ixi E:o � i � � � \ E � �PtE0 NEW m 5 0 ATTACH PANEL TO ADJACENT PANEL W/SIP FASTENERS @ 10" O.C. 4x4 WALL GIRTS ABOVE TYPICAL UNLESS OTHERWISE NOTE G1 - - - - - - - - - - - - - - �, ° w v SECURE OSB PANEL SKINS TO 2x '°� 0. 0 FIXED WIN. FIXED WIN. FIXED WIN. BLOCKING W/0.131" DIA. x 21/2" LONG °PESS►oNP 3'-811 X 31-811 31-811 X 31-811 3-8 X 3-8 GALV. NAILS @ 4" O.C. OR EO CD LUI STRUCTURAL CORNER CONNECTION DETAIL PROPOSED 2ND `° 1" = 1'-O" 4 3/4" FLOOR PLAN CD N O O � TYPE X GYPSUM WALLBOARD 5/8" Y' As indicated 2"X4"WALL STUDS 47'-0" W/SOUNT BATT 1 INSULATION 3" DATE: 05/25/2024 PROJECT No: Project Number A-204.00 DRAWING BY: Author U CHK BY: Checker 1 PROPOSED 2ND FLOOR PLAN EAST ELEVATION DWG No: a �2. 1/4" = 1'-O" A.1 02.001> N r INTERIOR PARTITION N 1 N GA GB A-202.00 GC G D 1 NICK MAZZAFERRO, PE WEST ELEVATION STUFF EXPOSED RIDGE W/LVL BEVELED SECURE OSB PANEL SKINS TO BEVELED CONTACT: 516.457.5596 BLOCKING MATERIAL. ATTACH LVL'S TO LVL MATERIAL W/0.131" DIA. x 21/2" 34' -0" EACH OTHER W/COUNTER SUNK SIMPSON LONG GALV. NAILS @ 4" O.C. OR EQU. SDWC15600 SCREWS @ 10" O.C. PRIOR TO CRANING INTO PLACE TO RIDGE 11'-10" 11'-1" 11'-1" 30'-6" 00 — — — — — — — — T.0 STRUCTURE 30'-3" 9'-5 1/2" ZROOF ABOVE DEN o q o STANDING SEAM METAL ROOF ON X X X 101/2'' SIP PANEL = ' CD C3 CD C/) Cn Cn I , EQ EQ EQ EQ i APPLY CORNER AIR SEALING TAPE @ INT. JOINT I ` 2 RIDGE CONNECTION DETAIL I �300 1 1/2" = 1'-0 " . I ( 7/16" OSB, EXTERIOR SKIN OSB: ORIENTED STRAND BOARD PS2 ass •••• 9.63" EPS, CORE MATERIAL SKYLIGHT 1'-6"X 8'-0" w5 I EPS: EXPANDED POLYSTYRENE I I w5 SKYLIGHT V-6"X 8'-0° EXTERIOR 1'- 1 1/2" 1 I I Uj I 7/16" OSB, INTERIOR SKIN N � A-201.o ZPORCH BELOW J ! 1 1 -203.00 OSB: ORIENTED STRAND BOARD PS2 Uj NO. Revision Date SOUTH ELEVATION NORTH ELEVATION TOTAL THICKNESS: 10.5" INTERIOR I I o _ - CD r w SKYLIGHT 1'-6"X 8'-0" R-VALUE @ 40 DEGREES: 41 J �✓ R-VALUE @ 75 DEGREES: 38 j U-VALUE @ 75 DEGREES: 0.026 — — — — — — I — — I— — = -� ( 3� STRUCTURAL INSULATED PANEL - ROOF DETAIL N A-103.00 1 1/2" = 1,-011 I I I PROJECT: FRIEDMAN-HANDFORTH I I RESIDENCE 1000 ROCKY POINT ROAD EAST MARION, NY 11939 7/16" OSB, INTERIOR SKIN SEAL-4"SIGNA l I CHIMNEY OSB: ORIENTED STRAND BOARD PS2 S�P� a M rj r, 5.63" EPS, CORE MATERIAL EPS: EXPANDED POLYSTYRENE w OFESSIOTA 7/16" OSB, EXTERIOR SKIN OSB: ORIENTED STRAND BOARD PS2 PROPOSED ROOF FLOOR PLAN PORCH BELOW EXTERIOR INTERIOR 0'-6 1/2" TOTAL SIP THICKNESS As indicated TOTAL THICKNESS: 6.5" 46'-11" R-VALUE @ 40 DEGREES: 25 DATE: 05/25/2024 - R-VALUE @ 75 DEGREES: 23 1 U-VALUE @ 75 DEGREES: 0.043 PROJECT No: Project Number A-204.00 DRAWING BY: NT CHK BY: NM 1 PROPOSED ROOF FLOOR PLAN EAST ELEVATION (�4 STRUCTURAL INSULATED PANEL - WALL DETAIL DWG No: M �3-00 1 1/211 = 1 '-O" w A-103.00 N N O N N GENERAL NOTES - ELEVATIONS 1. GENERAL CONTRACTOR TO PERFORM WORK IN ACCORDANCE WITH GOVERNING CODE REQUIREMENTS. NICK MAZZAFERRO, PE CONTACT: 516.457.5596 2. GENERAL CONTRACTOR PRIOR TO CONSTRUCTION TO VERIFY ALL EXISTING CONDITIONS, DETAILS, FINISHES, ETC. AT ALL AREAS AND CONFIRM COMPATIBILITY OF DRAWINGS TO SITE CONSTRAINTS. IN THE EVENT OF A DISCREPANCY BETWEEN THE TWO, THE GENERAL CONTRACTOR IS TO NOTIFY DESIGNER IMMEDIATELY, PRIOR TO CONSTRUCTION. 3. ALL DIMENSIONS TO BE FIELD VERIFIED. REPORT ANY AND OR ALL DISCREPANCIES TO DESIGNER PRIOR TO PROCEEDING WITH CONSTRUCTION. 4. GENERAL CONTRACTOR MUST SUBMIT SHOP DRAWINGS AND SAMPLES TO DESIGNERS PRIOR TO ANY FABRICATION. 5. ALL WINDOW OR EXTERIOR DOOR COUNTS, SIZES AND FIELD CONDITIONS SHOWN ON THE DRAWINGS MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO MANUFACTURE 6. LOCATION OF ALL MECHANICAL EXTERIOR PENETRATIONS IE. FRESH AIR INTAKES, AIR VENTS, GAS VENTS, METERS, HOSE BIBS, LIGHTS & POWER OUTLETS ARE TO BE NOTED BY CONTRACTOR PRIOR TO INSTALLATION 0 12F= G4 G3 G2 G1 I I I I ' I 12'-0" 14'-9" 1 13' -5" 1 ` TO RIDGE 30'-6" i i i i i SKYLIGHT ; 1'-6"X 8'-0" i TOP ROOF GARAGE — --------7'� — — — — — — — — — — — — — — — — — — — BOTTOM ROOF GARAGE EGRESS CASEMENT WIN. AWNING WIN. AWNING WIN. FIXED WIN. FIXED WIN. 16 -0 io SKY LIGHT o 38X38 3-8X38 3-8X 3 8 3-8X 3 8 3-8X 3 8 M NO. Revision Date REFER TO THE ROOF PLAN FOR DETAILS W7 w7 w7 w7 w7 — — — — — — — o) 2ND FLOOR 00 9'-3 1/2" '------- `. � I � ------ ------- --------- ----------- PROJECT: ` D6 I Q i o , I o FRIEDMAN-HANDFORTH DOUBLE HUNG DOUBLE HUNG DOUBLE HUNG i RESIDENCE M1 ENTRY DOOR d w i 3'-8"X 8'-0" 3-8 X 8-0 w 1000 ROCKY POINT ROAD o = I 2-PANEL DOORS 8-0 X 4-0 I I w 5'-6"X 6'-8" EAST MARION, NY 11939 0ll� I 1 I I — — — — — — — — �' _ LEVEL 1 I A w SEAL&�-�ItIdATU 0 F NEw �P Y I I O L — — — — DEN I S ---- --- ---------- I -------------------------------- yP a• 9����71t SLAB ON GRADE � €: o GROUND LEVEL � � 3 ...... ..... ...... ..... 51 . 0 °O =w� slo I I — — — — — — .. —..... ......�... . -... — . — — ... —.. _. _....... — ...:...... _ _. :. — BASEMENT LEVEL .. ........ ......... ......... ........ PR OPOSED SKY PLANE CLEAR @ 67'-0" SKY PLANE CLEAR @ 50'-0" SOUTH T I i ELEVATION 1/4" = 1 '-0" DATE: 05/25/2024 PROJECT No: Project Number DRAWING BY: Author CHK BY: Checker 1 SOUTH ELEVATION - SKY PLANE REQUIREMENTS DWG No: a A-201 .00 �100 1/4 " — 1 '-0" N <V NOTE: SKYPLANE IS CLEAR DUE TO SETBACKS N N GENERAL NOTES - ELEVATIONS 1. GENERAL CONTRACTOR TO PERFORM WORK IN ACCORDANCE WITH GOVERNING CODE REQUIREMENTS. NICK MAZZAFERRO, PE CONTACT: 516.457.5596 2. GENERAL CONTRACTOR PRIOR TO CONSTRUCTION TO VERIFY ALL EXISTING CONDITIONS, DETAILS, FINISHES, ETC. AT ALL AREAS AND CONFIRM COMPATIBILITY OF DRAWINGS TO SITE CONSTRAINTS. IN THE EVENT OF A DISCREPANCY BETWEEN THE TWO, THE GENERAL CONTRACTOR IS TO NOTIFY DESIGNER IMMEDIATELY, PRIOR TO CONSTRUCTION. 3. ALL DIMENSIONS TO BE: FIELD VERIFIED. REPORT ANY AND OR ALL DISCREPANCIES TO DESIGNER PRIOR TO PROCEEDING WITH CONSTRUCTION. 4. GENERAL CONTRACTOR MUST SUBMIT SHOP DRAWINGS AND SAMPLES TO DESIGNERS PRIOR TO ANY FABRICATION. 5. ALL WINDOW OR EXTERIOR DOOR COUNTS, SIZES AND FIELD CONDITIONS SHOWN ON THE DRAWINGS MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO MANUFACTURE 6. LOCATION OF ALL MECHANICAL EXTERIOR PENETRATIONS IE. FRESH AIR INTAKES, AIR VENTS, GAS VENTS, METERS, HOSE BIBS, LIGHTS & POWER OUTLETS ARE TO BE NOTED BY CONTRACTOR PRIOR TO INSTALLATION ems_ GD GC GB GA I I I I I I I I • I I I I I I I I TO RIDGE OIL5 I I I I I I i I I CLEARENCE TO THE FIRST OBSTACLEi 7 --- -- i! _ I I I I I I i I I I V I I i w�l ` I I I I I > �\\\ 0 D DO i l FIXED WINDOW I I I I I X DO NO. Revision Date I � ,� I • I @6 BOTTOM ROOF GARAGE 16'-0" i m DOUBLE HUNG DOUBLE HUNG DOUBLE HUNG I s� 31-811 X 61-811 31-811 X 61-811 31-811 X 61-811 / W5 SKYLIGHT SKYLIGHT W5 SKYLIGHT F 1 1 11 1 -6 X 8-O 1 -6 X 8-0 \ I PROJECT: ' 1 -6 X 8-O 2ND FLOOR I ' 11'-0" M FRIEDMAN-HANDFORTH RESIDENCE o �\ 0� 1000 ROCKY POINT ROAD EAST MARION NY 11939 - ---� ------- --------- W9 W9 W9 ----- ------\�-- ---- I w I I SEAL;$SIGNATU E: wPtE0 NFWY o i DOUBLE HUNG - 0 i w i �I �2y opt Q I DOUBLE HUNG DOUBLE HUNG �( y - i 31-811 X 81-011 O = I I II I II I II I II I o 3-8 X 8-0 3-8 X 8-0 0 , o O i o i � H 1 III LEVEL 1 I I o• �09y ��� v LL = 01, I U- I OFESSIONP I W8 AWNING WIN. W8 AWNING WIN. I I 11 I I 11 11 i — ---r — — -6 X 1 �11 _. 4-6 X 1 -6 ^ — — — — — — — — — — — — — — _2°Eo„ BASEMENT BULKHEAD SLAB ON GRADE I I I PROPOSED I I I I I °' GROUNDL3'-0" I I WEST I I o ELEVATION co I I I I I BASEMENT LEVEL 114" = 1 '-0" I.... ..... _. ....... ......... ...._.... ........ .. ........ ....... ......... ......... ........ ..._.... ,146'-D"TO PROP. LINE SKY PLANE CLEAR 17-6' I SKY PLANE CLEAR @ 11'-0" 1106'-0"TO PROP. LINE I � L V DATE: 05/25/2024 PROJECT No: Project Number DRAWING BY: Author CHK BY: Checker 1 WEST ELEVATION - SKY PLANE REQUIREMENTS DWG No: �200 1/4 " = 1'-011 A-202.00 N N O N N N N GENERAL NOTES - ELEVATIONS 1. GENERAL CONTRACTOR TO PERFORM WORK IN ACCORDANCE WITH GOVERNING CODE REQUIREMENTS. NICK MAZZAFERRO, PE 2. GENERAL CONTRACTOR PRIOR TO CONSTRUCTION TO VERIFY ALL EXISTING CONTACT: 516.457.5596 CONDITIONS, DETAILS, FINISHES, ETC. AT ALL AREAS AND CONFIRM COMPATIBILITY OF DRAWINGS TO SITE CONSTRAINTS. IN THE EVENT OF A DISCREPANCY BETWEEN THE TWO, THE GENERAL CONTRACTOR IS TO NOTIFY DESIGNER IMMEDIATELY, PRIOR TO CONSTRUCTION. 3. ALL DIMENSIONS TO 13E FIELD VERIFIED. REPORT ANY AND OR ALL DISCREPANCIES TO DESIGNER PRIOR TO PROCEEDING WITH CONSTRUCTION. 4. GENERAL CONTRACTOR MUST SUBMIT SHOP DRAWINGS AND SAMPLES TO DESIGNERS PRIOR TO ANY FABRICATION. 5. ALL WINDOW OR EXTERIOR DOOR COUNTS, SIZES AND FIELD CONDITIONS SHOWN ON THE DRAWINGS MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO MANUFACTURE 6. LOCATION OF ALL MECHANICAL EXTERIOR PENETRATIONS IE. FRESH AIR INTAKES, AIR VENTS, GAS VENTS, METERS, HOSE BIBS, LIGHTS & POWER OUTLETS ARE TO BE NOTED BY CONTRACTOR PRIOR TO INSTALLATION 0 G1 G2 G3 G4 40' -2" 13'-5" 14'-9" 12'-0" I I I I TO RIDGE 30'-6" I I LUI I SKYLIGHT SKYLIGHT 11_611 X 81-0" 1'-6"X 8'-0" ae. I I I TOP ROOF GARAGE 22'-0" NO. Revision Date BOTTOM ROOF GARAGE 16 -0' SKYLIGHT o U �J REFER TO THE ROOF M PLAN FOR DETAILS FIXED WIN. FIXED WIN. I AWNING WIN. AWNING WIN. EGRESS CASEMENT WIN. PROJECT: 3L-_811X 8— _ '- "X31_ " _ 3'- " '- " _ 3-8LX 3_8 — — _3_8_X 3L-8 — — — — — — — - 2ND FLOOR 11'-0" FRIEDMAN-HANDFORTH " > RESIDENCE 1000 ROCKY POINT ROAD EAST MARION, NY 11939 SEALOGNA OF N 9IV Y > J.M O�'1 DOUBLE HUNG (DOUBLE HUNGFo 3 8 X 8 0 3-8 X 8'-011CASEMENT WIN. 12 -0" O ?o 57 NP���� _BASEMENT _ _ _ _ _ LEVEL 1 SSIO EGRESS WIN. AWNING WIN. BULKHEAD o 4'-0"X 4'-0" — �_ — _� STUCCO w$ 41_611 X 1-611 �J DEN - _ - PROPOSED SLAB ON GRADE GROUND LEVEL -3 -0" NORTH ELEVATION — — — BASEMENT LEVEL -8'-0" - -- - -- - - - - 1/4 ' - 1 0 ' DATE: 05/25/2024 PROJECT No: Project Number DRAWING BY: Author CHK BY: Checker NORTH ELEVATION DWG No: „ -o�� �A-203.00 1/4 = 1 A-203.00 N M N O N N N GENERAL NOTES - ELEVATIONS 1. GENERAL CONTRACTOR TO PERFORM WORK IN ACCORDANCE WITH GOVERNING CODE REQUIREMENTS. NICK MAZZAFERRO, PE 2. GENERAL CONTRACTOR PRIOR TO CONSTRUCTION TO VERIFY ALL EXISTING CONTACT: 516.457.5596 CONDITIONS, DETAILS, FINISHES, ETC. AT ALL AREAS AND CONFIRM COMPATIBILITY OF DRAWINGS TO SITE CONSTRAINTS. IN THE EVENT OF A DISCREPANCY BETWEEN THE TWO, THE GENERAL CONTRACTOR IS TO NOTIFY DESIGNER IMMEDIATELY, PRIOR TO CONSTRUCTION. 3. ALL DIMENSIONS TO BE FIELD VERIFIED. REPORT ANY AND OR ALL DISCREPANCIES TO DESIGNER PRIOR TO PROCEEDING WITH CONSTRUCTION. 4. GENERAL CONTRACTOR MUST SUBMIT SHOP DRAWINGS AND SAMPLES TO DESIGNERS PRIOR TO ANY FABRICATION. 5. ALL WINDOW OR EXTERIOR DOOR COUNTS, SIZES AND FIELD CONDITIONS SHOWN ON THE DRAWINGS MUST BE:VERIFIED BY THE CONTRACTOR PRIOR TO MANUFACTURE 6. LOCATION OF ALL MECHANICAL EXTERIOR PENETRATIONS IE. FRESH AIR INTAKES, AIR VENTS, GAS VENTS, METERS, HOSE BIBS, LIGHTS & POWER OUTLETS ARE TO BE NOTED BY CONTRACTOR PRIOR TO INSTALLATION GA GB GC GD oe 34' -0" I I I I TO RIDGE 30'-6" i I I I �i FIXED WIN. 31-811 X 31-811 NO. Revision Date I I � 0 co �00V�14G FIXED WIN. FIXED WIN. FIXED WIN. N31-811X 31-811 31-811 X 31-811 31-811 X 31-811 �EPORCHRI I Zo 9'-3 1/2" — — — — — — — — — — — — — — — — — co_ — — — 2ND FLOOR PROJECT: co FRIEDMAN-HANDFORTH RESIDENCE 1000 ROCKY POINT ROAD W9 W9 EAST MARION, NY 11939 SEAL&SIG D1 cP�E Ew vq•5�' �29,� DOUBLEHUNG DOUBLE HUNG DOUBLE HUNGII DOUBLE HUNG DOUBLE HUNG 131-811 X 81-011 31-811 X 81-011 .1131-811 X 81-011 11 31-811 X 81-011 III Ta -811 X 81-0111131 " -- I Ll — — — — -------- _ — ,-- - -. -------- — — --- -- -- —. — — --- — — — -- --- ----------- — — — — — — — — — — — — — LEVEL 1 AR --- - -- -�-- --------- -- - p" FESSlo 1 1 I I rik DEN 11 — — — — — — — — — — —I;1, — I' — — — — — — — — — — — — EN 1 p SLAB ON GRADE PROPOSED EAST VL c' -- -- -- -- - — --- co ND L31 01 -- -- -- - ---- - -- --- -- ---. - - - _ _- --- --- - -- -- - -- ELEVATIONS T — — — — — — — — — — — — — — — — — — — — OL BASEMENT LEEVE 11 1/4" = 141 DATE: 05/25/2024 PROJECT No: Project Number DRAWING BY: Author CHK BY: Checker EAST ELEVATION DWG No: A-204.00 M N a N O N N N N NICK MAZZAFERRO, PE CONTACT: 516.457.5596 G1 G2 G3 G4 I I I I STANDING SEAM METAL ROOF I I ON SIP PANEL TO RIDGE 30'-6" I' i RESTORED BARN FRAMING NO. Revision Date __ -- - 0 BATHROOM' — — — _ — — — — — — B 03MROOFGARAGE �1 — U) W7 �7 W7 W7 - - .. - z zo p ILL �_:.::' ..... W5 CV) m ................:......... o "77- " 2ND FLOOR 3 1/2" a PROJECT: LIVING ROOM KITCHEN FRIEDMAN-HANDFORTH RESIDENCE 1000 ROCKY POINT ROAD R-29 INSULATION EAST MARION, NY 11939 R-29 INSULATION o NEW STRUCTURAL FRAMING D6 it 11 SEAL&�SIGNATUR D4 f4.ro 0 N P F� � �m — — — — — — — — — — —LEVEL 1 -R-30 INSULATION — — — — — — — — — — �� GROUND LEVEL -3'-011 ° I a - G BAR M SOUTH NORTH z • � w ,, : ° E o ' UNFINISHED N. w `BAS MENT w ORIGINAL N FRAMING ° ° r - :6 • ` ° � BARN SECTION ` 4" POURED CONCRETE SLAB FRENCH DRAIN ; C ` r. ON RIGID INSUAATION IF s BASEMENT LEVEL _ O pR — — _ - AINAGE MAT 8" DIA SONOTUBE ....... SINGLE COLUMN FOUNDATION .. . SINGLE COLUMN FOUNDATION FRENCH DRAIN . 1- II I- II I- II I- II - II I II I II ON 1 6 X 1 6 X 1 0 FOOTING 3 0 TYP. 3-0 X 3-0 x 1 -0 TYP. 3'-0"X 34"x 11-01' 1/4�� _ 1 �_091 BELOW GRADE (TYP) . . . _ ...... _ POURED CONCRETE FOOTING DATE: 05/25/2024 PROJECT No: Project Number DRAWING BY: Author 1 SOUTH-NORTH BARN SECTION CHKBY: Checker �1-00 1/4" = 1 '-0" DWG No: A-301 .00 N(V R N O N N Ln NICK MAZZAFERRO, PE CONTACT: 516.457.5596 GD GC GB GA 1 34'-0" 0 1 1 I I — — — — — — — — — — — T T.0 RIDGE •�� — — — — — — — — — — �.O�TREf — — — — 30'-6 30 -3 1 o' -o" I CLEARENCE TO THE FIRST OBSTACLE1 r-------------------- - i w R-49 INSULATION 04 W > ........................................ _ . ....._...,........,....,........1 O W5 , ORIGINAL BARN FRAMING ORIGINAL BARN FRAMING `_....c... • .i.............................. ................. 1 ..........._....................._..................._..._.. 1 ..._......... .............. _.._. ....................._....... . ....... . 1 ....... :: O LEVEL 172' —� — BOTTOM ROOF GARAGE 16 -0 z M M — — NEW STRUCTURAL FRAMING o "_OP 2O a KITCHEN LIVING ROOM .. `:. R-29INSULATION 0 O N NO. Revision Date W9 D1 Ws °o R-291NSULATION Q ..... _. THE CONTRACTOR IS TO PROVIDE SHOP ...�<:. . _. C _._....._. _............ DRAWINGS FOR STAIRCASE INSTALLATION TO BE APPROVED BY THE OWNER/ENGINEER LEYEL - a vR-30 INSULATION_ DEN PROJECT: �F - �°. - __L FRIE - RTH ORIGINAL BARN FRAMING = ! w l _... GROUND L RESIDENCE 3,0Y DRAINAGE MAT � < � � .. a. 10 O- - � 00 ROCKY POINT ROAD !. UNFINISHED` v EAST MARION, NY 11939 • . BASEMENT FRENCH DRAIN 4" POURED CONCRETE SLAB • 4 a 5 Q ... .. .. ........ A ! EAL ` 4" R ° S IGNATURE• rt . .� ON RIG INSUAATION — — — — — — — 8V�� O — . BASEMENT L OF E' DRAINAGE M ' 9 � SINGLE COLUMN FOUNDATION SINGLE COLUMN FOUNDATION FRENCH DRAIN ...... SI TION TIO F - -- TY Y P. 3'-0"X 3'-0"x l'-0" TYP. 3'-0"X 3'-0"x 1'-0" F N x POURED CONCRETE . .. _. _ POURED CONCRETE - ww FOOTING FOOTING ROFESSI ONP� 1 EAST-WEST BARN SECTION EAST-WEST BARN SECTION 1/4„ = 1 '-0" DATE: 05/25/2024 PROJECT No: Project Number DRAWING BY: Author CHK BY: Checker DWG No: a A-302.00 N (V V N O N N NICK MAZZAFERRO, PE WINDOWS SCHEDULE CONTACT: 516.457.5596 WINDOW TYPE TAG LEVEL OPERATION T SILL HEIGHT WIDTH HEIGHT 11 EGRESS CASEMENT WINDOW 11 1 LEVEL 1 134 3' - 6" 3' - 8" 3' - 8" W5 NOTE: SKYLIGHT W5 LEVEL 3 - 8' - 0" 1' - 6" SKYLIGHT W5 LEVEL 3 - 8' - 0" 1' - 6" SKYLIGHT W5 LEVEL 3 - 8; - 0 1 - o;; 1� - 6- 6;; SKYLIGHT W5 LEVEL 1 131 8 1 . ALL WINDOWS TO BE RATED AS M = .30 A BETTER SKYLIGHT W5 LEVEL 1 132 8' - 0" 1' - 6" W/HIGHT PERFORMANCE LOW E GLASS SKYLIGHT W5 LEVEL 1 138 8' - 0" 1' - 6" W6 DOUBLE HUNG WINDOW W6 LEVEL 2 - 4' - 7" 3' - 8" 6' - 8" 2. ALL DOORS TO BE RATED AS M = .32 DOUBLE HUNG WINDOW W6 LEVEL 2 TEMPERED GLASS 4' - 7" 3' - 8" 6' - 8" DOUBLE HUNG WINDOW W6 2ND FLOOR 127 1' - 8" 3' - 8" 6' - 8" W7 EGRESS CASEMENT WINDOW W7 LEVEL 2 EGRESS 4' - 7" 3' - 8" 3' - 8" AWENING WINDOW W7 LEVEL 2 AWENING 4' - 7" 3' - 8" 3' - 8" FIXED WINDOW W7 LEVEL 2 FIXED 4' - 7" 3' - 8" 3' - 8" AWENING WINDOW W7 LEVEL 2 AWENING 4' - 7" 3' - 8" 3' - 8" FIXED WINDOW W7 LEVEL 2 FIXED 4' - 7" 3' - 8" 3' - 8" - W8 HEADER INFO: AWNING WINDOW W8 BASEMENT LEVEL AWENING 5' - 11 1/2" 4' - 0" 1' - 6" AWNING WINDOW W8 BASEMENT LEVEL AWENING 5' - 11 1/2" 4' - 0" 1' - 6" AWNING WINDOW W8 GROUND LEVEL AWENING 0' - 11 1/2" 4' - 0" 1' - 6" WINDOW WIDTH MINIMUM HEADER SIZE <_ W9 DOUBLE HUNG WINDOW W9 LEVEL 1 - 1' - 6" 3' - 8" 8' - 0" 01-011 — 31-011 1 —1 3/411 x 71 /2" LVL DOUBLE HUNG WINDOW W9 LEVEL 1 - 1' - 6" 3' - 8" 8' - 0" 1 11 I 11 11 DOUBLE HUNG WINDOW W9 LEVEL 1 - 1' - 6" 3' - 8" 8' - 0" 3 -0 - 6 -0 2-1 3/4 x 71 /411 LVL 6 HUNGDOUBLE WINDOW W9 LEVEL 1 - 1' - 6" 3' - 8" 8' - 0" 1_0 11 _ 10 1-0 11 2-1 3/4 11 x 91/2 11 LVL DOUBLE HUNG WINDOW W9 LEVEL 1 - 1' - 6" 3' - 8" 8' - 0" DOUBLE HUNG WINDOW W9 LEVEL 1 - 1' - 6" 3' - 8" 8' - 0" DOUBLE HUNG WINDOW W9 LEVEL 1 126 1' - 6" 3' - 8" 8' - 0" DOUBLE HUNG WINDOW W9 LEVEL 1 135 1' - 6" 3' - 8" 8' - 0" DOUBLE HUNG WINDOW W9 LEVEL 1 136 1 - 6 3 - 8 81 - 011 *ALL LVLs TO BE VERSA LAM 2. 1 E 3100 PR EQUIVALENT DOUBLE HUNG WINDOW W9 LEVEL 1 137 1' - 6 31 - 811 81 - 0" W10 HEADERS ARE TO BE INCORPORATED INTO SIP PANELS BY THE PANEL MANUFACTURER. DOUBLE HUNG WINDOW W10 LEVEL 1 - 1' - 6" 3' - 8" 8' - 0" DOUBLE HUNG WINDOW W10 LEVEL 1 118 1' - 6" 3' - 8" 8' - 0" co DOUBLE HUNG WINDOW W10 LEVEL 1 119 1' - 6" 3' - 8" 8' - 0" DOUBLE HUNG WINDOW W10 GROUND LEVEL 133 1' - 6" 3' - 8" 8' - 0" DOUBLE HUNG WINDOW W10 GROUND LEVEL 64 1' - 6" 3' - 8 8' - 0" W11 EGRESS CASEMENT WINDOW W11 LEVEL 3 FIXED 4' - 9 1/2" 3' - 8" 3' - 8" FIXED WINDOW W11 LEVEL 3 - 5' - 2 1/2" 3' - 8" 3' - 8" FIXED WINDOW W11 LEVEL 2 - 6' - 2" 3' - 8" 3' - 8" NO. Revision Date FIXED WINDOW W11 LEVEL 2 - 6' - 2" 3' - 8" 3' - 8" FIXED WINDOW W11 LEVEL 2 - 6' - 2" 3' - 8" 3' - 8" FIXED WINDOW W11 LEVEL 2 FIXED 4' - 7 1/2" 3' - 8" 3' - 8" AWENING WINDOW W11 LEVEL 2 AWENING 4' - 7 1/2" 3' - 8" 3' - 8" AWENING WINDOW W11 LEVEL 2 AWENING 4' - 7 1/2" 3' - 8" 3' - 8" EGRESS CASEMENT WINDOW W11 LEVEL 2 EGRESS 4' - 7 1/2" 3' - 8" 3' - 8" FIXED WINDOW W11 LEVEL 2 FIXED 4' - 7 1/2" 3' - 8" 3' - 8" W12 AWNING WINDOW 2 W12 BASEMENT LEVEL EGRESS WINDOW 3' - 5 1/2" 4' - 0" 4' - 0" PROJECT: FRIEDMAN-HAND FORTH RESIDENCE 1000 ROCKY POINT ROAD � EAST MARION, NY 11939 'I I SEAL&SIGNATU E: r bo bo zo � � 8'-0" � co � 'v v a- � FpA ° 0570411 FIXED WINDOW DOUBLE HUNG WINDOW CASEMENT WINDOW DOUBLE HUNG WINDOW SKYLIGHT DOUBLE HUNG WINDOW ROFessioNP�' U111 W2 W3 W4 W5 W6 3'-8' 3'-8" WINDOWS SCHEDULE 3- -8" 3'-8" 3'-8" 3'-8" � 3'-8" � 3'-8" ao 00 4'-0" ,� 1/4" — 1 '-0" oo bo �� �� oo ao 00 / \ DATE: 05/25/2024 AWNING WINDOW CASEMENT WINDOW FIXED WINDOW PROJECT No: Project NumberAWNING WINDOW DOUBLE HUNG WINDOW DOUBLE HUNG WINDOW AWNING WINDOW EGRESS CASEMENT WINDOW FIXED WINDOW DRAWING BY: Author W7 W8 W9 W10 W11 CHK BY: Checker DWG No: a A-501 .00 N N V N O N N NICK MAZZAFERRO, PE DOOR SCHEDULE CONTACT: 516.457.5596 HEAD TAG TYPE LEVEL WIDTH HEIGHT HEIGHT XT-10 GROUND 0' - 0" 0' - 0" 0' - 0" NOTE. LEVEL 30" x80" LEVEL 1 2' - 6" 6' - 8" 6' - 8" 30" x 80" GROUND 2' - 6" 6 - $" 6' - 8"LEVEL 1 . ALL WINDOWS TO BE RATED AS M = .30 A BETTER BAIRN DOOR W/HIGHT PERFORMANCE LOW E GLASS I RN DOOR XT-10 GROUND 0 - 0 0 - 0 01 - 011 LEVEL D1 D1 DOUBLE PANEL ENTRY DOOR LEVEL 1 4' - 0" 8' - 0" 8' - Y'7 2. ALL DOORS TO BE RATED AS M = .32 D3 D3 MAIN ENTRY DOOR PANEL LEVEL 1 1' - 10" 7' - 11" 7' - 1111 D3 MAIN ENTRY DOOR PANEL LEVEL 1 1' - 10" 7' - 11" 7' - 11" D3 MAIN ENTRY DOOR PANEL LEVEL 1 1' - 10" 7' - 11" 7' - 11" D3 MAIN ENTRY DOOR LITE 1 LEVEL 1 1' - 10" 3' - 0" 3' - 0" D3 MAIN ENTRY DOOR LITE 2 LEVEL 1 1' - 10" 4' - 10" 7' - 11" D3 MAIN ENTRY DOOR LITE 1 LEVEL 1 1' - 10" 3' - 0" 3' - 0" D3 MAIN ENTRY DOOR LITE 2 LEVEL 1 1' - 10" 4' - 10" 7' - 1111 H EAD E R I N F0: D3 MAIN ENTRY DOOR TRANSOM LEVEL 2 1' - 10" 1' - 11" 1' - 11" D3 MAIN ENTRY DOOR TRANSOM LEVEL 2 1' - 101, 1' - 11" 1' - 11" D3 MAIN ENTRY DOOR TRANSOM LEVEL 2 1' - 10" 1' - 11" 1' - lift D3 MAIN ENTRY DOOR TRANSOM LEVEL 2 1' - 10" 1' - 11" 1' - 11" WINDOW WIDTH MINIMUM HEADER SIZE D3 MAIN ENTRY DOOR TRANSOM LEVEL 2 1' - 10" it - lift 1' - 1111 I— II — II 1 3/4II D3 MAIN ENTRY DOOR TRANSOM LEVEL 2 1' - 10" 1' - 11" 1' - 11" O 0 3I—0 � 1 — II LVL I II I II II II D4 3 -0 - 6 -0 0 � � 2-1 3/4 x 71 /4 LVL D4 SINGLE PANEL DOOR LEVEL 2 3� = 0 6� = 8� 9 = 811 I— II — I— II �� — II II D4 SINGLE PANEL DOOR LEVEL 1 3 0 6 8 6 8 6 0 10 0 2 1 3/4 x 91/2 LVL D4 SINGLE PANEL DOOR LEVEL 1 3' - 0" 6' - 8" 6' - 8" D4 SINGLE PANEL DOOR LEVEL 2 3' - 0" 6' - 8" 9' - 7" D4 SINGLE PANEL DOOR LEVEL 1 3' - 0" 6' - 8" 6' - 8" D5 D5 POCKET DOOR LEVEL 2 2' - 6" 6' - 8" 9' - 7" ALL LVLs TO BE VERSA LAM 2.1 E 3100 PR EQUIVALENT D5 30" x80" LEVEL 2' - 6" 6' - 8" 6 - $" * HEADERS ARE TO BE INCORPORATED INTO SIP PANELS BY THE PANEL MANUFACTURER. D5 30" x80" GROUND 2' - 6" 6' - 8" 6' - 8" LEVEL C P, D6 66 DOUBLE PANEL ARCHED DOOR LEVEL 1 4' - 0" 8' - 0" 8' - 0" D9 U.J D9 sliding_door_20294 GROUND 8' - 0" 8' - 0" 8' - 0" LEVEL D9 Full Lite - 72" x84" DEN 4' - 0" 8' - 0" 8' - 0" D10 D16 (See Type Catalog) LEVEL 1 1' - 6" 1' - 0 1/2" NO. Revision Date 12'-0" 4'-0" 3' -8" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 0 2'-6" 4'-0" 3'-0" 3'-7" 3 0 PROJECT: FRIEDMAN-HAND FORTH RESIDENCE 1000 ROCKY POINT ROAD / EAST MARION, NY 11939 00 zo SEAL&SIGNATUR : DOUBLE PANEL ENTRY DOOR SINGLE PANEL ENTRY DOOR MAIN ENTRY DOOR SINGLE PANEL OOR POCKET DOOR DOUBLE PANEL ARCHED DOOR SINGLE PANEL ARCHED DOOR DOUBLE PANEL FRENCH DOOR D1 D2 D3 D4 D5 D6 D7 D8 � . LW 0. 0 57�°�� R�FESStOtQ�`� DOORS SCHEDULE 1/4" = 1 '-0" DATE: 05/25/2024 PROJECT No: Project Number DRAWING BY: Author CHK BY: Checker DWG No: a A-502.00 N(V V N O N N NICK MAZZAFERRO, PE CONTACT: 516.457.5596 0 IN MAIN BUILDING IN ACCESSORY BUILDING41 P P P ' i VTR VTR VTR I ROOF JIL JAL J'L — — — — — — — — — — — — — — — — — — — —2n —. — — —- — — — -2n— — — r —2- LA-1 WC-1 1 2" 2" I NO. Revision Date t _ v BT-1 L2ND FLOOR— �— I ' ' i - - -I 1 COI 2" 2' r —L n — — — — II II— tI 2 I IIiI — — — — — — — — — — — — _2 _ W S1 DW �A-2LA-1 WC-1 WC-1 LA-1 WC-2 !s I ,k I I At7 I I 1 I I SH-1 I 1 I !r.._..1 �� �✓ i r —.�,yrF 1 1ST FLOOR - - - - - - - - - - - - - -0 - - - - - - I- - - - ' - - - ! - - - - - - - - -�- - - - - - - -' - - - - - - - - - - - - - - - - - - - - - - - - - - —I- - - - - - - -!- - - - - - ;_ _ PROJECT: i� I I -r & CO I 2" I 2" 2" 3" _ 3" 2" 2 I CO CO 1 2 I — __... FRIEDMAN-HANDFORTH . 2n.-,.-- ,� 2n __._._._.___.______ ;;.__.. __ I CO _2 - 3" -- RESIDENCE j •� 1000 ROCKY POINT ROAD -y t EAST MARION, NY 11939 �.../ `` EJECTOR PUMP _.�_ ----- --- SEAL SS;SIGNATURE: ( BASEMENT _ _ _ _ _ _ _ _ _ +ram' tE F NEP - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -�- - - — — — — — — — — — — — — — — — — — — — — — — — ----------------�"==`=�--�! OUTLET PUMP 5�P M �- NEW SEPTIC SYSTEM ,Q. :::�HOUSE TRAP - } tV0 0510() \q � 1 RISER DIAGRAM �00-00 1/4" = 1'-0" RISER DIAGRAM tvi 1/4" = 1 '-0" DATE: 05/25/2024 PROJECT No: Project Number DRAWING BY: Author CHK BY: Checker DWG No: a PL-100.00 N (V V N O N N GENERAL WIND PROTECTION CONNECTION NOTES TABLE R802.3(1) TABLE R802.3(1) FASTENING SCHEDULE FASTENING SCHEDULE ADAPTED FROM STANDARD FOR HURRICANE-RESISTANT RESIDENTAL CONSTRUCTION; ROOF WALL NICK MAZZAFERRO, PE SSTD 10-99 AND 2018 SBC HIGH WIND EDITION WOOD FRAME CONTACT: 516.457.5596 CONSTRUCTION FASTENERS AND CONNECTORS FOR WOOD ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE SPACING AND LOCATION FRAME CONSTRUCTION OF FASTENERS A,B,C OF FASTENERS A,B,C 1. A CONTINUES LAOD PATH BETWEEN FOOTINGS, FOUNDATION 17. TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS 3-1 Od BOX (3"X 0.128"); OR FACE NAIL SWALLS, FLOORS, STUDS, AND ROOF FRAMING SHALL BE 1. BLOCKING BETWEEN CEILING JOISTS OR 4-8d BOX (21/2"X 0.113"); OR TOE NAIL 2-16d COMMON (31/2"X 0.162"); PROVIDED. RAFTERS TO TOP PLATE 3-8d COMMON (21/2"X 0.131"); OR 3-3"X 0.131" NAILS 3-1 Od BOX (3"X 0.128"); OR 2. APPROVED CONNECTORS, ANCHORS, AND OTHER FASTENING 3-3"X 0.131" NAILS 18. 1" BRACE TO EACH STUD AND PLATE 3-8d BOX (21/2"X 0.113"); OR FACE NAIL DEVICES NOT INCLUDED IN THE STANDARD BUILDING CODE, 2-8d COMMON (21/2"X 0.131"); OR SECTION 2306 OF IBC SHALL BE USED IN ACCORDANCE WITH 2-1 Od BOX (3"X 0.128"); OR THE MANUFACTURER'S RECOMMENDATIONS. 2. CEILING JOISTS TO TOP PLATE 4-8d BOX (21/2"X 0.113"); OR PER JOIST, TOE NAIL 2 STAPLES 1 3/4" 3-8d COMMON (21/2"X 0.131"); OR 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS, AND NAILS 3-1 Od BOX (3"X 0.128"); OR 19. 1"X 6" SHEATING TO EACH BEARING 3-8d BOX (21/2"X 0.113"); OR FACE NAIL EXPOSED DIRECTLY TO THE EATHER OR SUBJECT TO SALT 3-3"X 0.131" NAILS 2-8d COMMON (21/2"X 0.131"); OR rl CORROSION IN COASTAL AREAS SHALL BE STAINLESS STEEL OR 2-1 Od BOX (3"X 0.128"); OR HOT DIPED GALVANIZED. 2 STAPLES. 1 " CROWN, 16 GA., 1 3/4" LONG 3. CEILING JOISTS, NOT ATTACHED TO PARALLEL RAFTER, LAP OVER 4 8d BOX (21/2 X 0.113 ), OR FACE NAIL PARTITIONS (SEE SECTION R802.5.2 AND TABLE R802.5.2) 3-8d COMMON (21/2"X 0.131"); OR 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD 20. 1"X 8"AND WIDER SHEATING TO EACH BEARING 3-8d BOX (21/2"X 0.113"); OR STRUCTURAL PANEL SHEATING AND SIDING, FRAMING ANCHORS 3-1 Od BOX (3"X 0.128"); OR 3-8d COMMON (21/2"X 0.131"); OR OR CONNECTORS SFIALL BE PROVIDED AT THE TOP AND BOTTOM 3-3"X 0.131" NAILS 3-1 Od BOX (3"X 0.128"); OR OF CRIPPLE STUDS, HEADER STUDS, AND AT LEAST ONE STUD 3 STAPLES. 1 " CROWN, 16 GA., 1 3/4" LONG AT EACH SIDE OF OPENING. 4. CEILING JOISTS, ATTACHED TO PARALLEL RAFTER, (HEEL JOINT) TABLE R802.5.2 FACE NAIL FACE NAIL PARTITIONS (SEE SECTION R802.5.2 AND TABLE R802.5.2) WIDER THAN 1"X 8" 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF 4-8d BOX (21/2"X 0.113"); OR OPPOSING RAFTERS EXCEPT WHERE COLLAR TIES OF 1X6 OR 3-8d COMMON (21/2"X 0.131"); OR 2X4 LUMNER IS LOCATED IN THE UPPER THIRD OF THE ATTIC 5. COLLAR TIE TO RAFTER, FACE NAIL OR 1 1/4"X 20 GA. RIDGES STRAP 4-1 Od BOX (3"X 0.128"); OR FACE NAIL EACH RAFTER 3-1 Od BOX (3"X 0.128"); OR SPACE AND ATTACHED TO EACH PAIR OF RAFTERS. TO RAFTER 3-1 Od COMON (3"X 0.148''); OR 4 STAPLES, 1" CRPWN, 16 G., 1 3/4" LONG 4-3"X 0.131" NAILS 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. 6. RAFTER OR ROOF TRUSS TO PLATE 3-16d BOX NAILS (31/2"X 0.135"); OR 2 TOE NAO;S OM ONE SIDE AND 1 TOE NAIL FLOOR 7. FLOOR-TO-FLOOR HOLD-DOWNS TIO BE PROVIDED EVERY 48" 3-1 Od COMMON NAILS (3"X 0.148"); OR ON OPPOSITE SIDE OF EACH RAFTER OR TRUSS AND EVERY 16" WITHIN 4' OF EXTERIOR CORNERS. 4-1 Od BOX (3"X 0.128"); OR 4-3"X 0.131" NAILS 21. JOIST TO SILL, TOP PLATE OR GRIDER 4-8d BOX (21/2"X 0.113"); OR TOE NAIL 31 OR 0 X X .1 "); 8. SHALL PLATE TO FOUNDATION ANCHORAGE: SILL PLATE 3-1 Od BOX (3"X 0.12 3-8d COMMON (21/2" .1 SHOULD BE ANCHORED TO THE FOUNDATION WITH ANCHOR OR BOLTS HAVING A MIN BOLT DIAMETER OF 5/8 3-16d (31/2"X 0.135""); OR TOE NAIL 3-3"X 0.131" NAILS ""X 0.148 ); OR AND 3"X3"X1/8"WASHERS. A MINIMUM OF ONE ANCHOR BOLD 3-1 Od COMMON (3 8d BOX (21/2"X 0.113") 4" O.0 TOE NAIL ... SHALL BE PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF 4-1 Od BOX (3"X 0.128") OR EACH PLATE. ANCHOR BOLTS SHALL HAVE A MINIMUM 44'X 0.131" NAILS 22. RIM JOISTS, BAND JOISTS OR BLOCKING TO SILL OR TOP "*► EMBEDMENT OF 7 INCHES IN CONCRETE/MASONRY 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS OR ROOF RAFTER PLATE(ROOF APPLICATIONS ALSO) 8d COMMON (21/2"X 0.113"); OR FACE NAIL FOUNDATIONS. ANCfiOR BOLTS SHALL BE LOCATED WITHIN 12" TO MINIMUM 2" RIDGE BEAM 2-8d COMMON (21/2"X 0.131"; OR OF CORNERS AND AT SPACING NOT EXCEEDING 4 FEET ON 3-16d (31/2"X 0.135"") OR END NAIL 3-1 Od BOX (3"X 0.128"); OR CENTER. 2-16d COMMON (31/2"X 0.162"); OR 2 STAPLES, 1" CROWN. 16 GA., 1 3/4" LONG 3-1 Od BOX (3"X 0.128"); OR 23. 1"X 6" SUBFLOOR OR LESS TO EACH JOIST 3-8d BOX (21/2"X 0.113"); OR FACE NAIL 3-3"X 0.131" NAILS 2-8d COMMON (21/2"X 0.131"); OR 3-1 Od BOX (3"X 0.128"); OR WALL 2 STAPLES, 1 CROWN, 16 GA., 1 3/44 LONG 16d BOX COMMON (31/2"X 0.162") 24" O.0 FACE NAIL 24. 2" SUBFLOOR TO JOIST OR GRIDER 3-16d BOX (31/2"X 0.135"); OR BLIND AND FACE NAIL 8. STUD TO STUD (NOT AT BRACED WALL PANELS) 2-16d COMMON (31/2"X 0.162") r`0 10d BOX (3"X 0.128"); OR 16" O.0 FACE NAIL 3"X BOX0. NAILS 25. 2" PLANKS (PLANKS & BEAM --- FLOOR & ROOF) 3-16d BOX (31/2"X 0.135"); OR AT EACH BEARING, FACE NAIL 2-16d COMMON (31/2"X 0.162") 16d BOX COMMON (31/2"X 0.135"); OR 12" O.0 FACE NAIL 26. BAND OR RIM JPIST TO JOIST 3-16d COMMON 31/2"X 0.162" END NAIL NO. Revision Date 9. STUD TO STUD AND ABUTTING STUDS AT INTERSECTING 3"X 0.131" NAILS 4-10 BOX (3"X 0128"), OR ) WALL CORNERS (AT BRACED WALL PANELS) 16d BOX COMMON (31/2"X 0.162") 16" O.0 FACE NAIL 4-3"X 0.131" NAILS; OR 4-3"X 14 GA. STAPLES, 7/16" CROWN 16d COMMON (31/2"X 0.162") 16" O.0 EACH EDGE FACE NAIL 20d COMMON (4"X 0.192"); OR NAIL EACH LAYER AS FOLLOWS: 32" O.0 10. BUILT-UP HEADER AT TOP AND BOTTOM AND STAGGERED (2"TO 2" HEADER WITH 1/2" SPACER) 16d BOX COMMON (31/2"X 0.135") 12'' O.0 EACH EDGE FACE NAIL 27. BUILD UP GIRDERS AND BEAMS, 2-INCH LUMBER LAYERS 1 Od BOX (3"X 0.128"); OR 24" P.0 FACE NAIL AT TOP AND BOTTOM 11. CONTINUOUS HEADER STUD 5-8d BOX (21/2"X 0.113")' OR TOE NAIL 3"X 0.131" NAILS STAGGERED ON OPPOSITE SIDES 4-8d COMMON (21/2"X 0.131") OR AND: PROJECT: 4-10 BOX (3"X 0.128") 2-1 Od COMMON (4"X 0.192"); OR FACE NAIL AT ENDS AND AT EACH SPLICE 3-1 Od BOX (3"X 0.128"); OR FRIEDMAN-HANDFORTH 3-3"X 0.131" NAILS RESIDENCE 16d BOX COMMON (31/2"X 0.135") 16" O.0 EACH EDGE FACE NAIL 1000 ROCKY POINT ROAD 12. TOP PLATE TO TOP PLATE 28. LEGDER STRIP SUPPORTING JPISTS OR RAFTERS 4-16d BOX (31/2"X 0.135") AT EACH JOIST OR RAFTER, FACE NAIL EAST MARION, NY 11939 1 Od BOX (3"X 0.128"); OR 12" O.0 EACH EDGE FACE NAIL 3"X 0.131" NAILS 3-16 COMMON (31/2"X 0.162"); OR SEAT $ IGN TORE: 4-1 Od BOX (3"X 0.128"); OR ;? ' 13. DOUBLE TOP PLATE SPLICE - COMMON 1 2"X .1 2" � R 4-3"X 0.131" NAILS °J.F�"�rot 8 16d CO ON (3 / 0 6 ), 0 FACE NAIL ON EACH SIDE DF END JOINT 29 BRIDGING OR BLOCKING TO JOIST 2-1 Od BOX (3 X 0.128") OR 2-8d COMMON EACH END, TOE NAIL o 9� 12-16d BOX (31/2"X 0.135"); OR (MINIMUM 24" LAP SPLICE LENGHT EACH SIDE (21/2"X 0.131"; OR 2-3"X 0.131") NAILS 12-1 Od BOX (3 X 0.128"); OR OF END JOINT), o 12-3"X 0.131" NAILS , 16d COMMON (31/2"X 0.162") 16" O.0 FACE NAIL AROFESSIoNP�'� 14. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING (NOT AT BRACED WALL PANELS) 16d BOX (3"X 0.135"); OR 12" O.0 FACE NAIL 3"X 0.131" NAILS GENERAL WIND 15. BOTTOM PLATE TO JOIST, RIM JOIST OR 3-16d BOX (31/2"X 0.113")' OR 3 EACH 16" O.0 FACE NAIL PROTECTION BLOCKING (AT BRACED WALL PANEL) 2-16d COMMON (31/2"X 0.162") OR 2 EACH 16" O.0 FACE NAIL CONNECTIONS 4-3 X 0.131" NAILS 4 EACH 16" O.0 FACE NAIL NOTES 4-8d BOX (21/2"X 0.113")' OR TOE NAIL 3-16d BOX (31/2"X 0.135") OR 1/4" = 1'-0" 4-8d COMMON (21/2"X 0.128"); OR 3-3"X 0.131" NAILS 16. TOP OR BOTTOM PLATE TO STUD DATE: 05/25/2024 3-16d BOX (31/2"X 0.135"); OR END NAIL PROJECT No: Project Number 2-16d COMMON (31/2" X 0.162"); OR DRAWING BY: Author 3-1 Od BOX (3"X 0.128"); OR • 3-3"X 0.131" NAILS CHK BY: Checker DWG No: a ST-100.00 N (V a N O N N TABLE R802.3(1) FASTENING SCHEDULE NICK MAZZAFERRO, PE CONTACT: 516.457.5596 NUMBER AND TYPE SPACING OF FASTENERS ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENERS A,B,C EDGES INTERMEDIATE (INCHES) SUPPORTS (INCHES) WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF AND INTERIOR WALL SHEATING TO FRAMING AND PARTICLEBOARD WALL SHEATING TO FRAMING [SEE TABLE R602.3(3) FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATING TO WALL FRAMING] 30. 3/8" - 1/2" 6d COMMON (2"X 0.1131') NAIL SUBFLOOR, WALL 6 12f 8d COMMON (21/2"X 0.131") NAIL (ROOF); OR RSRS-01 (2 3/8"X 0.113") NAIL (ROOF) 31. 19/32"- 1" 8d COMMON NAIL (21/2"X 0.131"); OR 6 12f RSRS-01; (2 3/8"X 0.113"_ NAIL (ROOF) 32. 1 1/8" - 1 1/4" 10d COMMON (3"X 0.148") NAIL; OR 6 12 8d (21/2"X 0.131") DEFORMED NAIL OTHER WALL SHEATING 33. 1/2" STRUCTURAL CELLULOSIC FIBERBOARD SHEATING 1 1/2" GALVANIZED ROOFING NAIL, 3 6 71/16" HEAD DIA, OR 1 1/4" LONG 16 GA. STAPLE WITH 7/16" OR 1" CROWN 34. 25/32" STRUCTURAL CELLULOSIC FIBERBAORD SHEATING 1 3/4" GALVANIZED ROOFING NAIL, 7/16" HEADER 3 6 DIA, OR 1 1/2 LONG 16 GA. STAPLE WITH 7/16" OR 1" CROWN 35. 1/2II GYPSUM SHEATING 1 1/2II GALVANIZED ROOFING NAIL, 7 7 STAPLE GALVANIZED, 1 1/2" LONG; 1 1/4" SCREWS, . TYPE W OR S 36. 5/8I I GYPSUM SHEATING 1 3/4" GALVANIZED ROOFING NAIL, 7 7 STAPLE GALVANIZED, 15/8" LONG; 1 5/8" SCREWS, TYPE WORS WOOD STRUCTURE PANELS, COMBINATION SUBFLOOR UDNERLAYEMENT TO FARMING NO. Revision Date 37. 3/4" AND LESS 6d DEFORMED (2"X 0.120") NAIL; OR 6 12 8d COMMON (21/2"X 0.131") NAIL 38. 7/8" - 1" 8d COMMON (21/2"X 0.131") NAIL; OR 6 12 8d DEFORMED (21/2"X 0.120") NAIL 39. 1 1/8" - 1 1/4" 10d COMMON (3"X 0.148") NAIL; OR 6 12 8d DEFORMED (21/2"X 0.120") NAIL PROJECT: FRIEDMAN-HANDFORTH RESIDENCE 1000 ROCKY POINT ROAD EAST MARION, NY 11939 SEAL- ►SIGNAT E: O NEtp y0 ROFESSI ONP� GENERAL WIND PROTECTION CONNECTIONS NOTES 1/4" = 1 '-0" DATE: 05/25/2024 PROJECT No: Project Number DRAWING BY: Author CHK BY: Checker DWG No: a ST-101 .00 N V N O N N N C S.C.T.M. NO. DISTRICT: 1000 SECTION: 31 BLOCK: 2 LOT(S):19 SUFFOLK COUNTY WATER AUTHORITY PUBLIC WELLS OVER 600' LAND N/F OF KIKI SIOPIS DWELLING W/PUBLIC WATER 160' 163.98' N 75005'00"E y w M ts hEW cmi M DRY DWELLINGS 1 f! �;;•{, W/PUBLIC WATER 150' Is.o' a - i 1 CA ;P I 0 t �G� .� -� LAND N/F OF c� ��8 aE S - SUFFOLK COUNTY 31 �• I 35 , WATERAUTHORITY, 57a' w�► f t� ND D �Zy Cog L L. I.AVO C I� Gs.ti cL o_ (01.OU 09EV g FEW AIR SUPPLY g9b�'I� s `l-01 am HOSE TOOWTB }1 tYFF ✓r ' pOR 50.0' rA { I ELECTRI CE •t�'9 �'`! TO C LPANEL . QRY WELL S. 1r ROLPA ANDtAIIR PUMP(3� a - Mr' 8. DWELLING ) WMELL WATER -- : 17• r �� OVER 150' ! < ,1 QRYWELL ! -® SHEET 1 OF 2 i` w SANITARY DESIGN BY: NICHOLAS MAZZAFERRO °f PO BOX 57 + GREENPORT,NEW YORK 11944 ELEV. 38.0 I PHONE:(516)457-5596 oL DR BRDWN pRNEWAY EMAIL;.NICKM ZAFERRO VERIZON.NET SANDY LOAM 1'2 4 cX) PROP. s, OF NE BROWN I I 171.96, y0�, SM LOAMY SAND 1.5' 1 I s 7a032'10"W 40 PALE BROWN LAND N/F OF 0 MEMEDIUMw OLATEV INC SP r w DWELLING GRAVEL �0- WJPUBLIC WATER 160' �O 4,0. 057143 0°� FESS ONE` ROAD iICHOLAS MAZZAFERRO S LISCM7M MAWREVISED 05-•06-23 ZONED R-40 REVISED 08-30•-23 NOWAI R FRONT YARD: 50' MIN REVISED 08-15--23 APR►L 2,20M :' 17 REAR YARD: 50' MIN THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL K.WOYONUKLS�" SIDEYARD: 15' MIN, 35' COMBINED LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS AREA:50,659.61 SQ.FT. or, 1.16 ACRES ELEVA770N DATUM.• NAVD88 UNAUTHORIZED AL TERA 7701V OR ADD/710N TO THIS SURVEY/S A WOLA T/0N OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA 770M LAW. COPIES OF THIS SUR Y MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSIEO SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 774E PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 77XE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777UI70N US70 HEREON, AND 7n 7HE ASSIGNEES OF THE LENDING JNS77TUT7ON, GUARANTEES ARE NOT TRANSFERABLE 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE. NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDITIONAL ST RUC7VRES OR AND 07HER IMPROVEMEN7S. EASEMEN7S AND/OR SUBSURFACE S7RUefIRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT OIV THE PREMISES AT 711E 77ME OF SURVEY SURVEY OF. DESCRIBED PROPERTY OF NEyI, CERTIFIED T0: DARA FRIEDMAN• MAP OF: A%�,�� ter. ,0�p0,1y FILED: SITUATED AT EAST MARION r x TOWN OF:SOUTHOLD SUFFOLK COUNTY, NEW YORK Div >RNMM M ROYCSUS LAND SURVEYING PLLC 050382�'c5+ 4 � Professional Land Surveying and Design �nl P.O. Box 153 Aquebague, New York 11931 FR E #223-40 SCAM.-1"=40' HATE:APRIL 2, 2023 N.Y,St USO NO. 050882 PH= (ft1WM-tags VAX(aai) 09-M= € ° WIND D F M* �" �OTC 1000 Rocky Point Road East Marion 4. 'RIFaBE TGi`RA�fERAGB�fiBLY: •~.. . '' ?�` `',�': � - �il+i"7GStikCalIGE:STi3AP'SHAid�. E ,.?A!�.#T. Fi# 'T3QATt•P/t►R OF.RAffERS pM DAi�. d: rice Aout .-rtisvt'u �tasr+ t.Aatu SCTM D-1000 S-31 B-2 L-19 :;. N t13.tELtltipltd'SAC}i> Ififll'7IE: 'd vetimOrkxroite6lklE Nt1AdBE�t�NAllS W THESTRAiz: $ ` !:' ..:3. RAF'�t�TO-WALLASSEM$LY: LA�ERALFW116grins>iEn�,nor,�i�uvEiarc-�,cu.rvcrrsct�ro� . - Storm Water Drainage r '4�111 STFJC75 t3E1-Q�►.f;A Q1i'iR��k1/1t�1�E'�TTAGHEq''tC1''TFiE;vY�L�fJ� • `cavERHn>`icelxc�THeRti!~eiLi]�Nt3sH7U .Be iAhTkt '. _ RO—Of Are Length wimSquare Foot Volume-2"Rain raniErl�u!rs IN AccotwciratBtir.ao i iglu Ls Al A Der ELD-A tcxs .,i r>=�rtaALi.B Arr cH>o;1h+ a ter ONS�, icevu sys�r�ry s s`i =i #min Main House 50 40 2000 332 cubic,:feet uNtYViiH: rEkw.# nr��Orao:r GQr ,MA +Tx>= $4 40 17 680 113 CUWkjoet 4 WAitA'��b`W&V'[bFCfiMDA71L'iN: iw�LLsrtuts aLL'secxn� .To' t i'cwcJOA, t :sr((. iti; `:p>aie Total Volume Required 445 Cubic`Feet wrrp. r ICOMEMM s, ws, i i EDW d��z[WHESiN t w AN Si AEeS1t��RAt�t t�_t.. es*:ia w ewCK"KI I.N�A'nm;iS, E-`1M ilrAa> HEMta L. aa.�iV;;�S:NRiLEp'�A� .: q a1A ' 3ii ki SQiiAR w i "At,.a AMP Use 2 Rings I Each 4'dia X 6'deep 506 Cubic Feet Provided Wlj l'i kiE�I30L S AIV[3FMF L1 Y1`f l SPlt L1lI( Pi A EXAFli3E 1 ... ... ———————— TO,`CA4-SA' aGa;AOWMNTQ,Si}�ClNti;•/kNCMl��?L'i��ii�FC�`$E�ACEC�H��=i2 ►rti: a �i.c�n.�w '��aa:�.�..rr, Roof Area Length �� .is TYEiF7C1E(IOfiSHFR1AtlitL+i S►N.tan ;.. .- , i _ d h Square Foot Volume-2 Rain 7't�f'>*i�=sH .v�rr+#.I:s�NITEt;�►:iupt+t��tunA:4F�,I�c��oDs���7�;rf3'AtaEL'vK-rHE € - #3ictriv++> +: `gvij!icl !; Altcc, NEar�.n+tH . FIE rritisut�•v +i + oi+,itaA AT cc Bld . aAt�.Eoc Aiud f p_ , c,sr�+u s r r crArteewrt , iEt is t j 40 26 1040 173 cuWc feet Mi r�ENTSSP64*et IN.TABLEBi b. 6 r q:EUTi (iolsklEAeuvAucolrkis: 10 16 160 27 Cubic feet �'1�k?>=�`FiFEEItItAtSktFARWAI.t�S,.sEtAl:.1..f�tEE7"�JE�EGIt�tiZEMENTSt3F'i'R8L£`3:i5sEi'"tlP�fES.7liE acPutiuxFacrgi ` raeraa Total Volume Required 200 Cubic Feet 7. its'ti=ft(�'�NEtRtlUAE1,G�NP1E�:'i,'117A1�: - . ALLfliNAgl.E Elbi_IR►ALL!£Nt`3Tki�u P� �D.tF}TA$G1=.3;14•SdfAF;L i�iR PItT[�J3'1`�:E1E' iNkiF,AS)=Dwl1E[tINTERKsHEfiwAtESA[ 't1si stlEli7F!!!<tltlkNDCON]Ni�tls7ldS'sF41.1.Se, IN.AcsA�uyurrr+a .a�:ANia ,EY; Use 1 Ring Each 4'dia X6 deep 253 Cubic Feet Provided . a cc�ui�tEcract�s�touNOAcarEettii:-v�ALL:��iu+t ` ki144iEF.9NGtfJR451R�ERd �?►!ialii�k�.. :A'fcAGFiDiNfikitlPtihltillitlptld , AC'Cx0'fiDANCirV�11'ifTJtBt£3�1M1gN['�3W�'IE,LPG►'f'EBSktA,tLF1A1iEfit�l�t'i1�3�S��D1ih�iyE �,.=��=.. VMTABiJTS:&• >_ See:; Survey For Location Dr yw G ells 9. CJiTNEDi At. �f1.WAS,SIM(BLY: utiri EA isTosEt�seo A u �-. !.'tiF- >i t MRom. N EI9ANDA1€iRt3C?N'IESPUFTi;C' G21NEC17:..._SHALL:BE-PTYA#r}1E : TO H RAi CAR ti?RltaC ALOAIC'fHE ElpE[JiP. fV PAi;CY fdP'ft�8�� G 1�5F1W��7(f7NSTQ;;t ' TKRigGEAWWALL SHALL BEATrArhT E1NrmTHE'. 'REoinREAAENTS # ISSUE/REVISION DATE N.J. MAZZAFERRO, P.E. DRAWN BY:N1M •. OF tY �e ao PROFESSIONAL ENGINEER DAM- 20-?-q P.O.BOX 57,GREENPORT NY,11944 516.457.5596 EMAIL nickmaaaferco@verizon.net SCALE: MA � r Q LL jp SHEET NO: �O 059 c� 'T 10?— ,. l