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HomeMy WebLinkAbout50187-Z � TOWN OF SOUTHOLD BUILDING DEPARTMENT ca 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 #: 50187 Date: 1/5/2024 Permission is hereby granted to: 2500 Grathwohl Rd LLC 2638 21 st St#5C Astoria, NY 11102 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 2500 Grathwohl Rd, New Suffolk SCTM # 473889 Sec/Block/Lot# 117.-2-10 Pursuant to application dated 9/28/2023 and approved by the Building Inspector. To expire on 7/6/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $405.50 CO-ADDITION TO DWELLING $100.00 Total: $505.50 Building Inspector u + �. 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 bMs://www.southoldtoMMgy.gov Date Received APPLICATION BUILDING PERMIT For Office Use Only D E C 0 PERMIT NO. Building Inspector: 2023 SEP 2 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Building Deph rtrn nt Owners;Authorization form(Page 2)shall be completed. Town of Southold Date: OWNER(S)OF PROPERTY: Name:pat McAuliffe, Jennifer Foley SCTM#1000--117.-2-2X.1 Project Address:2500 Grathwohl Rd. New Suffolk, NY Phone#:347 5104147 Email:pat75.mcauliffe@gmail.com MailingAddress:2500 Grathwohl Rd. New Suffolk, NY CONTACT PERSON: Name:pat Mc AUliffe Mailing Address:2500 Grathwohl Rd. New Suffolk, NY Phone#:347 5104147 Email:pat75.mcauliffe@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:Erich Schoenenberger, SU 11 architecture&design Mailing Address:141 Flushing Ave, STE 1118, Brooklyn, NY 11205 Phone#:917251992 Email:scherich@gma1I.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: J Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®'Addition IgAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other 80,000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes RNo PROPERTY INFORMATION Existing use of property:One Family Year-Round Residence Intended use of property:One Family Year-Round Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes ONO IF YES, PROVIDE A COPY. ❑ Check Box A r Reading: The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and In building(s)for necessary inspections.False statements made herein are punishable as a Class'A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name , 'at Mc Auliffe ❑Authorized Agent ❑Owner Signature of Applicant: Date: q m STATE OF NEW YORK) SS: COUNTYOF ' � Ent l ff rzf being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the ©c.-)r"o-r (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the sai rk and to make and file this application;that all statements contained in this application are true to the b I nowledge and belief;and that the work will be performed in the manner set forth in the appli ' I Sworn before me this A-7 day of 20 OOH N ary Public PROPERTY OWNERAUTHORIZATION, (Where the applicant is not the owner) I, 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 Generated by REScheck—Web Software CNJ/ Compliance Certificate Project 2500 Grathwohl Rd Energy Code: 2018 IECC Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5999 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 2500 Grathwohl rd Erich Schoenenberger Erich Schoenenberger new suffolk,ny 11956 sull sull architecture design 141 Flushing Ave#1118 141 Flushing Ave#1118 1118 1118 Brooklyn, NY 11205 Brooklyn, NY 11205 2129416494 2129416494 es@sull.com es@sull.com Compliance: 41.1%Better Than Code Maximum UA: 224 Your UA: 132 Maximum SHGC: 0.40 Your SHGC: 0.40 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minlmum-code home. s- .,a m„ a.„.µa..a 1V'w..Y NaaWnc :kaai:ti In N"'�uN';:�mp"�.•.u�,°"�:k, [Hachi Ma°�I�u.,.oriu ��U.m�IG�e ail%aia•aair°w...�o"'w?aa'ia:m°:m°a:aalaaa°awN°7Pmw maw�arµu"aaa Naan�,,,N�..r a::aan,�ua"la"..ira,�l yin�i°ua:w iii���' W":acurtaariru uaun..�. �.a.� �. . i. . .. ,.,� °.;, a a, aaa�wbernbll in the spe(.fie a:hnoavate zone ar'wu s aneet the uuinirMw°wum a:waaa ugy�.awade instAa tk)n Il1-vaallu e and depth a a:qu�uou a„innents. Envelope..Assemblies. • EM , Ceiling: Cathedral Ceiling 1,600 30.0 6.0 0.028 0.026 45 42 Wall:Wood Frame, 16"o.c. 2,200 30.0 28.0 0.019 0.060 38 120 Window:Wood Frame 194 0.250 0.320 49 62 SHGC:0.40 Compliance Statement: The proposed building design described here Is consistent with the building plans, specifications,and other calculations submitted with the permit application.The proposed building has been designed meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory require 9 EScheck Inspectio Checklist. 1 Ar ( o 4? 4m�e.Title Signatui Project Title: 2500 Grathwohl Rd Report date: 01/03/24 Data filename: Pagel of 1 2018 IE,CC Energy Efficiency Certificate Above-Grade Wall 58.00 Below-Grade Wall 0.00 Floor 0.00 Ceiling / Roof 36.00 Ductwork (unconditioned spaces): MIM=M Window 0.25 0.40 Door a • ® e � m s Heating System: Cooling System: Water Heater: Name: Date: Comments -� .-a-(o REVISIONS NO. DESCRIPTIONS DATE 5�1 g Structural Notes: General: 1. All work shall comply with The Building Code of New York State, latest edition, and all other applicable Local Codes and Regulations of Agencies having jurisdiction. 2. Work these drawings with the Specifications, the Architectural, Mechanical, Electrical, Plumbing, Site Drawings, and all other related documents. Contractor shall coordinate all dimensions with Architectural drawings and shall verify all data on existing conditions prior to commencement of work. 3. Specific notes and details shall take precedence over General Notes and typical details. The Contractor shall refer to the Specifications for information not covered by these General Notes & Specifications. Flog 11 �+ 4. The Contractor shall provide temporary erection bracing and/or shoring for all structural 0130213 work as required for structural stability during all phases of construction. 00 yJ 5. Contractor shall make special provisions and provide protection as required for cold or hot 22.0 y weather concrete and masonry work, in conformance with the appropriate technical associations. 0 r(Ithill 1 Jwel Wood Framing: 1 R09 12 9Uy, 1. All lumber work and materials shall conform to the latest edition of the following 1 I �� Specifications and the Building Code of New York State: 2bc— pholt 3 Q Me/It a. American_Institute of Timber Construction (AITC). ��" S�C Q, �. 2, 0 yy b. National Forest Products Assoc. "Design Specifications for Stress Grade Lumber'. 0 c. U.S. Dept. of Commerce Standard CS 253. / / �? �' • d. American Plywood Association. : C19 / a 00 2. Lumber for all interior structural framing, including roof framing,joists, posts, studs, sills, crap �� � 1 N om, 1 a., �` .� "later meter fiel?t ed plates, wood bearing plates, and blocking, shall be surface dry and used at maximum 19% (O ��`t + Z , (� y1 Q NEW EXTENSION ge moisture content with the following minimum base design values: pQ�. +� off, /S wt Co ],, 1 STORY, NO BASEMENT ' coqr to Base Design Values for Visually Graded Dimension Lumber: ��.---.� �I\, �i'�� ,?r eq` ,� r� ``y o '��� �00 ' _ �' '— Qc�'t ,....� ��o� co 1 � '�4 01 '398 s �$ Bending: Fb - 850 psi . ^ cy O .f Horizontal) Shear: Fv = 95 psi / `"-- vj� h0in109 13 / D Comp. Perpendicular to Grain: Fc = 625 psi 20.48 �4� NEW 1 STORY EXTENSION Comp. Parallel to Grain: Fc = 1,300 psi D NO BASEMENT Modulus of Elasticity: E = 1,600,000 psi1 (oa o 1 10 All values shall be adjusted with appropriate adjustment factors as per the per NDS q 0 ^ i Supplemeint. Any lumber species may be used, subject to review and acceptance by they 4 � Flag 4 1 Engineer, if they meet the above minimum requirements. �' 1 ,p /��� 49.1 680 o w ern i s should a used. J�0 00 j 'Z �J i ` \ �'% ENLARGED PORCH o ► Should Cedar be used for exterior framing, est spec e s o b e 1 s goo°oo' Se CIVIL ENGINEER 3. TJI Series: � � O �' � �"�'► � ' -�. � •.. end fi;�nt w© TJI joist sections shall be of the size and type specified on the plans, as manufactured by 3 -,r 4111111111Z ! t�`� , 'r 01 e Truss Joist McMillan Ltd., or equal. Flange members, wed members and adhesives shall N o Flog ' 0 .`• c" conform to the provisions of CABO Report No. NER-200. Coordinate bridging and stiffener 3 2 i ' y , i � REMOVE MASEMENT ENTRANCE +� MECHANICAL ENGINEER re uiremE.nts with TJI manufacturer. r y q 1'e �� �/ ����� [q REPLACE WITH EXT.STAIR TO BASEMENT �ar ¢ REPLACE AND EXTEND s90 4. Plywood: Fp EXISTING PORCH '�4 Subfloor shall consist of 3/4" Exposure 1 Grade plywood, glued an screwed to joists. Exterior 07d W/ BLEGLASS ENCLOSURE ��, lock ELECTRICAL ENGINEER wall Sheathing shall consist of 3/4 Exposure 1 Grade plywood fast ned to wall studs with 8d me o CM lgS nails at 6 D.C. max. Fla 6 , lit gr�'el ,o ,fir.Over pn�o drNe ndm 5. Laminated Veneer Lumber. 1.3S CV w� 9 J.. Laminated Veneer Lumber(LVL) sections shall be "MICROLAM @ or "PARALLAM ®" O as manufactured by Truss Joist MacMillan, Ltd. , or equal, with the following minimum STRUCTURAL ENGINEER properties: Fb = 2865 psi, Fc = 750 psi, Fv = 285 psi, E = 2,000,000 psi. STRUCTURAL y ,� ,,,,, 3 ti. �2 a 2.3 Multiple sections shall be fastened together with a minimum of two rows of 16d nails at Gana 8 ' 12" o.c., and as recommended by the manufacturer. '�� 181 North 11th Street,Ste.406 6. All bearing stud walls shall have crosskats at mid-height or 4l.H20.t9 minimum. r�f -�,� �� Brooklyn,Newyork 11211 �J/7� v ? Q) t.(212)941-6494 7. Use double members at all jambs and heads of all openings. Use double joists (min.) below rY�3d q 7 architecture+design all non-bearing stud walls parallel to spans and provide solid blocking between joists below alll, ,�1 y yy N non-bearing stud walls perpendicular to joist spans. Use double sills and cap plates for alloT �0 bearing walls. T l Zj � All rights reserved.The above drawings,designs and �+ j ideas embodied therein are the property of Sul 1;and p% shall not be copied, reproduced,disclosed to others or used in connection withany work other than the Nailing schedule specified project for which they have been prepared, in whole or in part,without the prior written authorization Glass Mat8d 0 6'o.c.0 Panel edge Stagger nails 0 edge Sheathing TypFcal 8d 0 12'o.c.@ Panel Interior of adjacent panels of Sul 1. �avn9n�s���zo�z Q Within TV 8d 0 6'o.c,0 Panel edge of comers 6d 0 61 o.c.0 Panel irtterbr McAuliffe Residence 314•Plywood Typical 8d 0 8"o.c.@Panel edge Stager Waits @ edge " 2500 Grathwohl Rd. New Suffolk, NY 11956 Hoof Sheathing 8d @ 6'o c.@ Panel interior of adjacent panels LOAD SCHEDULE(PSF) SHEET TITLE: Floor Loads Roo?Wad' Dead Wad 30 20 COVER SHEET Live Wad 40 20 SITE PLAN Snow Load Ground Snow Load=20 psi+drift NOTES Enclosure Classification:Enclosed' Wind Wad Exposure(Category 11):C DATE: Wind Speed:130 mph SSD ARCA, PROJECT NO: ygCHOEyFyj�C, DRAWING BY: ES ,� Sehrmtc Site Designation: Class "E' �m -� CHK-BY: ES Site CoBffrCier�RB: F� . 0. Site Plan PW >o F„ a 3.5 * DWG-NO.: So, a 0.1238 0 if = 30'-011 NE �° A001 ' Impact resistant glass not required. In the event of glass breakage,building remains within the enclosed guidelines. CAD O FILE No: 1 OF 87 REVISIONS NO. DESCRIPTIONS DATE 2' 112" �1 1/2' 1/2' C H C HTC Hi _ BATHROOM3 EXIST EXIST EXIST EXIST TOILET LAVATORY TUB SHOWER 4- r 2' r 2ND FLOOR 3" (2)2X8 RIM JOISTS NEW EXTERIOR STEPS r 23'-2' C 112' H C 1 H C 112" H 1/2" H C 1J)1-1/2' C/2' H C 112" 1 1/2' 11/2' 4" BATHROOM 1 BATHRM 2 KITCHEN EXIST NEW SLIDING GLASS PANELS 5'-3 3/8" 5'-3 5/8" V-21/2" 6-41/2" TOILET LAVATORY SHOWER SHOWER TOILET LANEW VA ORY DW SINK EXTENDED PORCH s SONOTUB FOOTING —\ A107 SEE DETAIL6 � - oiof �sv 'S1lI►InIInIIIIlIIIIIIIII -InIIIIIIIIInI1IIFIIIIIIIII1I - IIIIIInuIIIIIIIIIIIII III----—IIIIIInnIIIIIIIIIIIIIIII II"II1IInnI1II1IIII11III1I1I'IIIll1I III'IIInnIIIIIIIIIIIIII —_I J1I1I1IIIIInn lI1IIII1I1I—__JIIII1IIIIIIIIIIIIIIL ©I!II11IIIIIIIIuI11IICLIIIII11II —__J11nIIII11III.1I1II1I1II1I—— 'SIluInIIIIIII1 IlIIIIIIII --IIInIIInIIIIIIIIIIIIII –IIInIIIIIIIIlIIIIInIIIIiIIIIlIIIII I IIIIIn1nIIIIIL—IIIII1IIII —I—.—III1IInnIIII1.IIIIIIIII11—_� IIIIInn1IIIIIIIII1IIII 2X8"FLOORIIIIII�''IIIII JOIST @ 16"1O.C. /\ RREEMPLOAVCEE EWXIITSHTODORYONR/ALL �c°a III NII .I•I 1 o �lI1rII�iI1 1 1 1111IIiII11 1 IIIi1II�aIIiIII1I 0" 4' 2' IIIIIIiIiIIIIIiIIi �1IwiI� I� 2- 2" � — 2' 2"IIII 2" —— 1 ST F LOOR 3' it if DEMOLISH EXISTING ORCH _ If 111 11 If 11 111 II -H-- -1r- -Ilt --II- - - �I -11- --IW- -L11- -- IF - '1 1- -I - 4I- - -I- - I � ' PLUMBING DIAGRAM TOEXIST SEPTIC:: 3 OOtH 7-0"111 1-0" BEDROOM DEMO EXISTING HORIZONTAL CEILING NEW CATHEDRAL CEILING ® LL IL = — -- — -- -- NEW ENLARGED OP INGS w/fixed glassing 4'-8- L '-8"2'-0" LIVING ROOM VANITY BY OWNER GO O CIVIL ENGINEER MHt NEW DOORN BAT _ MAIN BEDROOM F07 ? CD MECHANICAL EN GINE ER GLASS SHOWER ENCLOSURE LINEAR 4o: v SHOWER DRAIN ELECTRICAL ENGINEER STRUCTURAL ENGINEER LIVING ROOM KITCHEN KITCHEN DINING ROOM STUDY GUEST BEDROOM 0 O NEW DOOR 5'-0" 3' 1/2" 5'-0" X-0 1/2" 18 1 North 11th Street,Ste. 406MILLWORK Brooklyn,NewYork 11211BENCH t.(212)941-6494 arc hitecture+design 1114------------ 2'-0" o E ENTRY i i i i i M " CELLAR CELLAR All rights reserved.The above drawings, designs and 0 00 00 ideas embodied therein are the property of Sul 1;and shall not be copied, reproduced, disclosed to others or used in connection withany work other than the N 1 OLD NEW FOOTING FOR POSTS_/— specified project for which they have been prepared, in q whole or in part,without the prior written authorization X-0" 1 6'-0"I `- 42"GUARD AIL of su11. copyright su112oz3 `---- ---- McAuliffe Residence 2500 Grathwohl Rd. New Suffolk, NY 11956 SHEET TITLE: NEW EXTERIOR STAIR TO BASEMENT REMOVE EXISTING HATCH DOOR 1 ST FLOOR PLAN SECTION DATE: 7/10/2023 1 PROPOSED PLAN 2 SECTION D-D -� PROJECT NO: A101 A101 DRAWING BY: ES �SCG O 01 �SCG OpCyj� CHK-BY: ES ���J� ��, .{ DWG-NO.: a Ir m * W A101 o NE CAD0 FILE No: 20F7 REVISIONS NO. 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'_ ..`u..._ r'rf I"f'r'rtr'rr`Ii-1-rJrtr'r-r-r11r'rtr'r-I-M-f-rT`r'rl"I"lyrrtr'rf-i-)-F-rtr'rl"1`1 r`I-' 111J I `I- 1111 I I T`r`(`f'r`r`rl r`T`r'r`rll"T` I I I I 4'-9 5/8 I , I I -----I------ 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I WEST ELEVATION A102 K- 2 SOUTH ELEVATION �O2 CIVIL ENGINEER REPLACE EXISTING WINDOWS MECHANICAL ENGINEER NEW ONE STORY EXTENSION YELOOW CEDAR ROOF AND FACADE SHINGLES 2'-4" 2'-4" 2'-4^ n"T`r7`rr`171 L�-may ` I-� �� r'rt` Tt��r y IyY' I r 7.1"1 ELECTRICAL ENGINEER `I 7l"T rl'-T`I-7_r`I r`I -r I_1`r`I t`I"r`f r7yl`i�-,X l'T f `r1`1'-1"Trn`r `r-1"Trn`r1 `r`n-r'r ' ' ' ' ' ' : \ �'- - t`I"r`r 'T `1"r` rtr'rr`I"r`r rtr'r „�, `r`r`r'r`- `r '�`r'T`r' -'-n�r`r`r`r'r 1'T O/ 1 ' -��ItT STRUCTURAL ENGINEER TTffi \ \ I NEW YELLOW CEFAR ROOF SHINGLES I Tr I I I I I 181 North 11th Street,Ste.406 2'-6" Brooklyn,NewYork 11211 I`J t.(212)941-6494 1© 13 14 /' YTLfITJ'��ITITTL�IJ-I�I 16 fi i _ r7�L I 17 g J 1 J L architecture desi n 5 'T rT f�l�'-I'T f1J-M O '1'T 1J'��IT'1' O i'1-`I-`i`-'r'1'-rl-I'_i1 11-'_i`i `r`I`.I'l' / � -1"Trn`r1`t'-1"Trn`r1 ❑ 1"Trn`r1`T l"irn`r1 / '1 n`r1'7-1 / 5'- 4^ = 5'- 4^ f'f r`I"r`rrtr'rt`t�r`r = 'rr`t r`rrtr'r-t`I"r`r r' I-r`r'ff r' All rights reserved.The above drawings, designs and \ `r`r`r'r`r71"T`r`r`rr`r`n r`T`rr`I-71 �`r`f`r'r`I 71 `f`� 'r`I-71 T`f ideas embodied therein are the property of su11 and / I��I LL i � r7L !r L I 1I1 'T H-M l VT rT'- I TT 1J-r�11T'l' shall not be copied, reproduced, disclosed to others or IL \ 'l'T r_T I 'l'T rT_'-r T 1 1J1-7`T`I"(il' 1`I-7yi`I" ''1`I' `r 1"r`t - used in connection withany work other than the � -1�i�rtr�Jl�rrrtrl 1"Trn`r1`r-1"Trn`r1 '1"i n`r1`1'-1 specified project for which they have been prepared, in � r'i-r`I"f`r'rtf'rt`I"f`r' 'rr`I"f`i rtf'rt`I"r`f f'T-r`I"r` rtf'rt`I"r`rrtr' whole or in part,without the prior written authorization '-- _ `r`r`r'T`r n"T'r`r`r'r`r n r`r`r'r`r`n"T`r`r`r'r`r'n 2 tdT47 `�`r7`r'r`I_'n -r`r ��-,X,-• ��, X �- ��,� Xr- of Sul 1. ----------- L - - - - - - r 'y�r �fruJ�L r� -------- Q � sh„�„sow �y��.�-,Xr•1I-T �,-,X T-fTfT 11 TT 1 TiTIT 1'T1rTLf T'T T T-i T 1 ---------- -—- - , , - EY-TI-T-1- FI E- - - - --- - - - - ----- 'l'T fy-1�T'l:Ttf� l , r1-7� r7"ri -r`I-1� r7"r,-'-r1-71r7"rl'->�I-7yr7"r��- McAuliffe Residence T 2599 rathwohl Rd. ,, •I, l ------J New Suffolk NY 11956 I III 'a I 1 1 I � , I i_------I i iii i NEW FRENCH DOORS 4'-9 518^ ' l __ 1_ I I 111 I NEW WINDOW NEW EXTENSI N -------------------------------- I ---- 1 ,, I, , , I I I SHEET TITLE: --- I r-I I . I --- -----� I- '----- --------------------------------'---� -� RESIDENCE ELEVATIONS \ I I I I \• =__j - I I \ ---------' 1 NEW YELLOW CEDAR SHINGLES I -------------------------------------------------------------------------------------------------------------------------------- DATE: 7/10/2023 \y�C��ED oFRyPROJECT NO: '�,i 3 EAST ELEVATION �, sJ " eF��� DRAWING BY: ES w A * CHK-BY: ES A102 4 NORTH ELEVATION * :; f .. � r DWG-NO.: A102 NAl 02 CADO FILE No: 30F7 12 EXTENSION PLAN REVISIONS 24 SFT 88SFTA104 1/2" = 1'=0" NO. DESCRIPTIONS DATE 3SFT 80 SFT 4'-2" _M D vo - - _ __r._ _ _ __ _L_L_1__L_L_1_1__L_1_1_J__L !_J_J__l.J-J_J__1_J-!__�__1_ '^ _r_r_T__ _ _r_T__ _L_L_1__L_L_L_1__L_1-1_1__1 !_J_J__J-.J-J_J__J__J_J__�__1_ 41-811 j- _ ==t:j=J-:J-- =J—J: =-t= J_-1__L_J_!_ _1 _L_L_L_1__L_L_L_1__L_ _�_F_�__�_ -�_�__ - - - - -_ - J_J__L_J_J!__J__L_J-!_-�__1__�-_LL_L_L_1 _L-L_1__L_ _L_L_J. _L_L-L__L__L_1-1_-I__1 1_J-J__1.J-J_Jk _L_ - ,/ i I 1 I I y I I I 1. I .L L. 1 -_r�_�-_-r__r_r-r_�__ _L=L_-LL_1_1_�1y__LL_1- J=.-== _-_-____ ___-=== =1-=_=t=1==L=t=t=J==L_ 11'� -} -t=I: _t-t- I==L.±=±=-1==L= -I—I-�-- J_J__L_J-!__ 1_!-!_-L_1____L_I._1__L_L-L_1__L_L_1_1__L_ --t _ _ -J__t. J_J__L_!_!__�__1_!_!__�__1__�__L_L_1__L_L_L_-L__L_L-1_1__L_ --I--I--1=- _1 !-!_-__L• ====1= _1-___!____!L_!_J_J__1. _1==,i-y=1 1==_{ =±_-=1==1= 1== ==F-_=t_= ------------ _-_+_-_-_----------- ------ = _I_ - --1_4- 4 4--F--F—F--+ =♦---f=f--�1== =�=�=-1==i = =1==+= _ - - - — _ - - -- ---------- -- ------ - . - - -- - - - ---r--r --- -- r-r--r- s- -I-I- -- =I=I -_ -r- --r--r--r-r--, -r-r-T--1--r-,-,--1--r - - — -- ; — -+-, -- -- -- — ' —_ =-::r-:. r:4�r ---r—r--r--1-- - — _--_- — _-- --- VANITY -« « ' F _` - -`-_` -`-- -r- --,--r--r-r--s -r--s-s- --r-,-,-�--r p -T- -I-I-�-- -r r=T r'-=r-r=-r =T_T=T-1_=T-,-,-1--T' --T- r ....:1 _- ... .... _ BY OWNER I=1 T T=1--T---==1==I ==1==F=F= ==F==F F= ==F=F=F= ==F== -M {.—_{- -y—_L--�-- -F F-� F=-F—F-� -F--f—t=a-- =a=a=�==�= 1==1==T= - - -- - - ---' ------ --(--r-r--r--r--r r-T--r--r-r-Z--T- W _L-I= ==C=t_I:�== -r r-T- r--r=r--T -T--T-T--r--T-l-l-1--T' ----T _ _ _ -r r-� r-r—r_� _r__r_T_.�__.r.._�-�_�__r- __T 00 _ _ _ _ _ _ _ - _ __ _ _ _ _ 4 2 r--r__r--r—r--r--r L _t=�== -r ------F—r= _�__ _� _ - - LE]l- r_-r__r_r—r-�'--r' ML—L-fr—r----r-r—r--T -r--r—,--r--r-,—,--1--r. ____ C_ =F=F=� =F==F=t= ==T=a=a=�==T= ==1==T D :3CY) ,-�--r-�-r---T--,--r-r - r-r-r -r--r-r r=-r==r=r_r=-r=:r= �' - _ _ , t-t-�-- -r-r-T-- '�_ _ — __T__—__—_ _ r-_r_r_�. _r__T—T_�__r_�—�_�__�--.. _—,-_T_ _ —_ _ __ - —L_ _r_r_-r__r_r—r_T _r_r—t_..,__r_�—�_�__r._ _ _ __ _ _ _ - -L_1__L_L-1_-.L__ •... . _ MN N a=�==:=a=a:=1==�==1=:I:=1:: _- -F_ _4==�=EF_q__�_f f::4 =F== =F=F=�==�_�_[=� _�_�_�_�==�=a=a=�==T= 1==1=_ = ooR NEW DOOR `"tt � Cr --__ - - _-__ ___-__ _ _'-- -- -- -- -t=�= tt=�== RYWALL_L__ __ _ _ _ __ ______ _ __ _r_ _ __ _ _ __ _ _ _ __ _ L_1_.,L_L_1_1__ _ _ _ __ _ - _ _ _ _ __ _ - _ __ _-_ _ L12'-511 in 1 ELEVATIONS 2 ELEVATION 3 ELEVATIONS 4 ELEVATIONS . A104 3/8" = 1'=0" A104 3/8" = 1'=0" A104 3/8" = V=0" A104 3/8" = V=0" �' •'��` :M 1 :`" GLASS SHOWER .- •• ENCLOSURE LINEAR °�° SHOWER DRAIN 4'- .................. ' 0: _ 1. Fes: O 0 00 co _ o o �r o JEST BEDROOM s A,04 8 Co to- c0 O 7 Io NEW DOOR - LOSET ti M L� N MILLWORK CV BENCH 5 ELEVATIONS s SECTION B - B 7 pELpEVATIONS $ ELEVATIONS A104 3/8" = 1'=0" A104 3/8" = 1'=0" A104 3/8" = 1'=0" A104 3/8" = 1'=0" 4'-8" D CIVIL ENGINEER CEDAR SHINGLE U U WA ERPRO FMEMBRANE MECHANICAL ENGINEER 1/3"PLYWOOD SUBSTRAIGHT 2/6 RAFTERS R22 SPRAY INSULATION ELECTRICAL ENGINEER I I I 1 1 I I 1 1 1 1 II II 1 1 11 I I 1 1 STRUCTURAL ENGINEER I I I 1 1 II I 1 1 — ----------------------------------i i---------------- — I I � f 181 North 11th Street,Ste.406 I ,7. 5� Brooklyn,NewYork 11211 I I I I i t.(212)941-6494 architecture+design I _00 GUEST BEDROOM oo BATH BATH 2x6@16"o.C.WITH 5/8" R30-SPRAY © I I ~ $ EXPOSURE 1IGRADETION PLYWOOD All rights reserved.The above drawings,designs and o 8 ~ ~ SHEATHING ON EXTERIOR FACE ideas embodied therein are the property of Sul 1; and I I 3/4" SUBFLOOR CEADER SHIGLE SIDING shall not be copied, reproduced, disclosed to others or $" JOIST AT 16" O.C. used in connection withany work other than the R22 - 8" INSULATION specified project for which they have been prepared, in whole or in part,without the prior written authorization I I o Sul 11. p copyright Sul 1 2023 McAuliffe Residence II 2500 Grathwohl Rd. CRAWLSPACE �; New Suffolk, NY 11956 BASEMENT II 0 00 �I O SHEET TITLE: CELLAR � � `� � EXTENSION: 00 --------------------- 2" INSULATION ((INTERIOR) __ PLAN 8 CEM-ENT-SLE---- CRAWLSPACE ACCESS DOOR1" CL CELL INSULATION SECTIONS WATERPROOFING 2'-6" ELEVATIONS CRAWLSPACE DATE: 10/10/2023 CRAWLSPACE ACCESS DOOR �9,SD ARC,y PROJECT NO: 5SCH0EyF �j DRAWING BY: ES � JQ- tiB F CHK-BY: ES � m s SECTION A-A 10 SECTION B - B 11 SECTION C - C w DWG-NO.: 3/8 1 —0 A104 3/8" = 1'=0" A104 1/2r1 = 11=011 � ° Al 03 NE CADO FILE No: 4 7F7 NEW EXTERIOR STEPS 0 23'-211 REVISIONS 4" OVERHANG NO. DESCRIPTIONS DATE NEW SLIDING GLASS PANELS 5'-3 3/8 " 5'-3 5/8 " 5'-2 1/2 " 5'-4 1/2 " EXTENDED PORCH - ----------------------------------- --------------- --- ----------- , -- -- -- ---=iff--- — -- --- ---- — — — DEMOLISH EXISTING ORCH �r� �� II II II II I1 I +II II 11 II III II II IIhill 3 1 +II 11 11 11 111 11 II II 111 II 11 11 111 11 11 II 1 +II II II II III II II II III II II II 111 II II II = II II II 11 III 11 - -II---- II- -UI- - - -U --- -II II III II II II � I � II II II III II I II II III II III 11 III II II II � I SII I II II III II I II II 111 II III 11 III II II II J-1- - - -14-- - --1U - - - U - - - -IL. - Jil---- u - - - -IG-- - - -W- I II 11 II II 111 II I II II III II III I II III II II 11 I I I I 11 II II III IF - II II III 11 II- - 11 III It 11 II - - I 44 II 11 II 111 11 II 11 111 II II II 111 II II II CO II 11 II III 11 II II III II II 11 III II II II 11 II II III II II II Ifl II II II III II II II t 1 ii ii ii iii ii � H I + I 11 II II 111 II II I '� II II II II III II II II I + I 11 II II 111 II II I II II II 111 II II II - I + I fl II II I11 II II II III II II II III II II II I + I II II II III II II II III II II II 111 II II II ;a. I + I II II II III II II II I11 II II II III It fl II I + I II 11 II I11 II II 11 III II II II 111 II II II 1 + I I I 11 I I 71-01,III I I I I I I 111 I I I I I I 111 7'_0" I t I I 11 BEI I + I II II II 111 II II I + I II 11 II 111 II II II 111 II II II III II II II C A1 �'-I Al -- ---'�--- =- -------------------- ---------------------------------------- NEW ENLARGED OP NINGS 1 PORCH PLAN vv/fixed glass'ng A105 3/8" = 1'-0" EPDM ROOF MEMBRANE SYSTEM 3/4"SUBSTRAIGHT EPDM ROOF MEMBRANE SYSTEM 2X8 ROOF RAFTERS 3/4"SUBSTRAIGHT R22-SPRAY INSULATION 2X8 ROOF RAFTERS WOOD SLAT CEILING R22-SPRAY INSULATION WOOD SLAT CEILING 2'-O" 00 11 11 it 11 '111 11 jut 1 -- 1 III 11--------------- 17 I I I I I I I I 81 I I I I I I I I III 11 I I I I� �� I , , I 1 11 I1 111 11 // II H 7 11 I � 1I m 11 / - i i i i i i 'u I LCID n I I I I I 11 11 1 I r I = I I I I I I II rOrr,II I II II IIS II 1 I I I II II I I I I I I I I 1 ( 11 I I 1 i i i i i i CIVIL ENGINEER I ---------- Li I 12"SONOTUBE MECHANICAL ENGINEER 0 1 I I 1 I 1 1 ELECTRICAL ENGINEER I I I I I I I CERAMIC TILE FLOOR 3/4'PT SUBSTRAIGHT SONOTUBE FOUNDATION 2x6"PT FLOOR JOISTS SEE DETAIL STRUCTURAL ENGINEER R20 SPRAYFOMA INSULATION 2 SECTION D -D s SECTION E -E A105 3/8" = 1'=0" A105 3/8" = 1'=0" F I 181 North 11th Street,Ste.406 Brooklyn,NewYork 11211 t.(212)941-6494 architecture+design All rights reserved.The above drawings,designs and ideas embodied therein are the property of Sul 1; and shall not be copied, reproduced,disclosed to others or used in connection withany work other than the specified project for which they have been prepared, in whole or in part,without the prior written authorization of Sul 1. copyrightsu17 2023 W . 11111 1 McAuliffe Residence ---------------- --- oil 2500 G rathwoh I Rd. 61/2 " 2'_O" New Suffolk, NY 11956 I I I SHEET TITLE: I I EXTENSION: I I PLAN ' SECTIONS I I I ELEVATIONS I I I DATE: 10/10/2023 I 'I aSD ASC PROJECT NO: \ �SgCHOEyFy'y/J DRAWING BY: ES m CHK-BY: ES a , * � DWG-NO.: IA 4 WEST ELEVSTION 5 SOUTH ELEVATION NE y� Al 04 A105 3/8" = 1'=0" A105 3/8° = 1'=011 CADO FILE No: 5OF7 REVISIONS 2'-2" 4'-11 1/4 If 2'-43/411 21-43/411 2'-7 3/4 " 5'-0 5/8 " 2'-4 1/2 " 2'-4 1/2 " NO. DESCRIPTIONS DATE 1'-10 3/4 " 00 C4 � C4 � to � / ct' d' � � �•� M WEST ELEVATION NORTH ELEVATION WEST ELEVATION SOUTH ELEVATION SOUTH ELEVATION 1 ST FLOOR 1/211 = 1'-0" 1 ST FLOOR 1ST FLOOR 2ND FLOOR 1 ST FLOOR 2'-4" 2'-4" 2'-4" 51-01/411 51-01/411 2'-6" 2'-0" 00 00 � ,- ,, � ,, 12 13 14 ,• ��5 � 00 co co N 00 / ' CIVIL ENGINEER M / tt r r MECHANICAL ENGINEER ELECTRICAL ENGINEER STRUCTURAL ENGINEER EAST ELEVATION EAST ELEVATION 2ND FLOOR 1/2" = 1'-0" 2ND FLOOR 1/2" = 1'-0" tOTN75E� 181 North 11th Street,Ste.406 Brooklyn,NewYork 11211 t.(212)941-6494 architecture+design WINDOW # MAKER SERIES TYPE ROUGH OPENING GLASS U-VALUE SHGC All rights reserved.The above drawings, designs and 1 WEATHER SHIELD SIGNATURE CASEMENT 2'-2" X 4'-6" LOW E 0.25 0.40 ideas embodied therein are the property of Sul 1;and shall not be copied, reproduced, disclosed to others or 2 WEATHER SHIELD SIGNATURE FIXED 5'-0" X 4'-6" LOW E 0.25 0.40 used in connection withany work other than the specified project for which they have been prepared, in 3 WEATHER SHIELD SIGNATURE CASEMENT 2'-5" X 4'-6" LOW E 0.25 0.40 whole or in part,without the prior written authorization 51-51/411 of Sul 1. coPythtSul 12023 4 WEATHER SHIELD SIGNATURE CASEMENT 2'-5" X 4'-4" LOW E 0.25 0.40 McAuliffe Residence 5 WEATHER SHIELD SIGNATURE CASEMENT 2'-8" X 4'-0" LOW E 0.25 0.40 2500 Grathwohl Rd. 6 WEATHER SHIELD SIGNATURE FIXED 5'-0" X 4'-4" LOW E 0.25 0.40 New Suffolk, NY 11956 17 00 16 00 7 WEATHER SHIELD SIGNATURE CASEMENT 2'-4 1/2" X 4'-0" LOW E 0.25 0.40 SHEET TITLE: 8 WEATHER SHIELD SIGNATURE CASEMENT 2'-4 1/2" X 4'-0" LOW E 0.25 0.40 WINDOW SCHEDULE 9 WEATHER SHIELD SIGNATURE CASEMENT 2'-4" X 3'-2" LOW E 0.25 0.40 1'-8" 10 WEATHER SHIELD SIGNATURE CASEMENT 2'-4" X 3'-2" LOW E 0.25 0.40 11 WEATHER SHIELD SIGNATURE CASEMENT 2'-4" X 3'-2" LOW E 0.25 0.40 12 WEATHER SHIELD SIGNATURE FRENCH SLIDING 5'-0" X 7'-2" LOW E 0.25 0.40 13 WEATHER SHIELD SIGNATURE FRENCH SLIDING 5'-0" X 7'-2" LOW E 0.25 0.40DATE: 11/28/2023 ED ARC PROJECT NO: 14 WEATHER SHIELD SIGNATURE CASEMENT 2'-6" X 4'-6" LOW E 0.25 0.40 w�U ysCHOEy�y9/j�� 6 F DRAWING BY: ES NORTH ELEVATION NORTH ELEVATION 15 WEATHER SHIELD SIGNATURE CASEMENT 2'-0" X 4'-6" LOW E 0.25 0.40 * W A * CHK BY: ES 2ND FLOOR 1/2" = 1'-0" 1ST FLOOR 1/2" = 1'-0" � . �.:::� r DWG-NO.: 16 WEATHER SHIELD SIGNATURE CASEMENT 51-511 X 11-811 LOW E 0.25 0.40 A105 17 WEATHER SHIELD SIGNATURE CASEMENT 1'-8" X 1'-8" LOW E 0.25 0.40 "� 18 WEATHER SHIELD I SIGNATURE ICASEMENT 1'-11 " X 3'-0" 1 LOW E 10.25 10.40 CADOFILE No: 60F7 REVISIONS NO. DESCRIPTIONS DATE D oo 5 D 4'-8" 41-811 41-811 2'-011 21_011 --------_-- — — --- --- I ——— ——— — II 11 II I I WATERPROOFING I I I I I I I I 1"CLOSED CELL INSULATION —— I I a"CEMENT BLOCK WALL (Q I I 11 I I I I 2"RIDGID INSULATION(INTERIOR) CONCRETE FOOTING 3'-6"BLOW GRADE II 11 II I I CV o II II II I I 2"SLAB ON GRAD OVER 6"COMP.SAND ---- ------ �t II II II 1 1I N � II II II I I I co II II II I I LO ---- —— ——-n- NEW — ti II II II I II ti ---- -- --- II II II I I II II II I I NEW DOOR 11 I I I I I I 2x6 Cc "6"O.C.WITH 5/8' __ ___ __ EXP SJRE 1 GRADE PLYWOOD ———` ———---——— SHFJ THING ON EXTERIOR FACE I I N I I I I I I CEA E2 SHINGLE SIDING I I I( I I I I 11 It It I I M II M II II I I 11 CV II II 11 II II I I NEW INTWERIOR PARTITION I I I I I I I I 2X4 @ 16"O.C. - II II II I I �y 00 — 00 _ ��_ ~ -------------- rII----,r — L9 Ik —I 7 Lo C O C U.) C I IC . 11 11 11 � 11 I I I LA 4-1 1/21111, I I 11 I I 11 I I 11 11 11 I I --- ------ It IIII I II -- ------- 11 11 11 PI I /4"E(POSURE I GRADE PLYWOOD I I NEW DOOE ———————---——- SU -FLOOR 11 I 1 I 1 I I ———————— - 2X8 FLOOR FRAMING I 1 I 1 I 1 I I 4"IP ISULATION 11 11 11 I I It II 11 I I1 NEW CRAW;SPACE ACCESS FROM CELLAR M = 11 M 11 11 1 I ) c ❑ - _______ __ 11 11 11 I 11 00 - f� II CO 11 11 I 11 � L0 It 11 11 I I 1? CV CV t` 11 I1 11 1 I1 ti 11 11 11 I I _______ _— 11 11 11 t I 11 11 11 I I 11 11 11 I 1 I CD C? --- ———— -- 11 11 11 I I 11 11 I I I 1 1 I 1� 11 II II I I I 11 11 I I 11 I 1 21- 41-819 4'-8" 4'-811 CIVIL ENGINEER D 0v m 6W111101 L>= � D MECHANICAL ENGINEER 1 FOUNDATION PLAN 2 1ST FLOOR FRAMING 3 ROOF FRAMING A1073/8" = 1'=0" A107 3/8" = 1'=0" Al 3/8" = 1'=0" ELECTRICAL ENGINEER s SCHEDULES STRUCTURAL ENGINEER A107 N/A CEDAR SHINGLE ROOF • WATERPROOFING MEMBRANE LOAD SCHEDULE (PSF) PLYWOOD SHEETING FLOOR LOADS ROOF LOADS ,. 181 North 11th Street,Ste.406 Brooklyn,NewYork 11211 8"OPEN CELL SPRAY INSULATION R30 t.(212)941-6494 RAFTERS 2x8 @ 16"O.C. DEAD LOAD 15 15 architecture+OeSign 5/8 DRYWALL 2x6 @ 16"O.C.WITH 5/8" LIVE LOAD 40 20 EXPOSURE 1 GRADE PLYWOOD All rights reserved.The above drawings, designs and SHEATHING SHIGLE EXTERIOR FACE SIDING CEAD Rideas embodied therein are the property of Sul 1;and (3)2x8 HEADER TYP. SNOW LOAD GROUND SNOW LOAD=35 PSF+DRIFT shall not be copied, reproduced, disclosed to others or used in connection withany work other than the specified project for which they have been prepared, in ENCLOSURE CLASSIFICATION:ENCLOSED* whole or in part,without the prior written authorization NEW WINDOQ U=0.25,SHGC 0.40 of Sul 1. (D copyright cull 2023 2x6 @ 16"O.C.WITH 5/8" WIND LOAD EXPOSURE(CATEGORY II):C McAuliffe Residence EXPOSURE I GRADE PLYWOOD 3/4"EXPOSURE 1 GRADE PLYWOOD SHEATHING ON EXTERIOR FACE 2500 G rathwoh I Rd. SUB-FLOOR CEADER SHIGLE SIDING WIND SPEED: 130 MPH New Suffolk, NY 11956 DBL.2x8 P.T.SILL PLATE WITH 5/8" 2X8 FRAMING DIAMETER x 1'-4"ANCHOR BOLTS @ EACH END EACH OPENING AND 3'-6" O.C.MAX. SITE DESIGNATION: CLASS"D" USE SIMPSON BP 5/8-3 BEARING e SITE COEFICIENTS: F, =1,6 SHEET TITLE: PLATE SEISMIC Fl =2.4 STRUCTURAL 4"INSULATION =_ __ _ . <_ _- =_.. �. ' Sag =0.18g BLOCKING —1111- Sal =0,0678 2"RIGID INSULATION WATERPROOF MEMBRANE " \VV 2"RAT SLAB ON 6"CLEAN SAND \\V 1CLOSED CELL INSULATION " * IMPACT RESISTANT GLASS NOT REQUIRED. IN THE VAPOR BARRIER EVENT OF GLASS BREAKAGE,BUILDING REMAINS ��'' ""°° WITHIN THE ENCLOSED GUIDELINES. (4)-#5 CONTINUOUS LII- om an.•rwa IIIb,T #5 @ 12"Q.C. UNDISTURBED SOIL ///\n �'aa,�°.�' A,�..*.•.a DATE: 10/10/2023 PROJECT NO: CONCRETFOTTING NAILING SCHEDULE ED AIZ ��SCHOENCy�j. DRAWING BY: ES GLASS MAT TYPICAL 8d @ 6"o.c.@Panel Edge Stagger nails @edge c�� �J� yeF�F� CHK-BY: ES BASE MIN.4'0"BELOW FINISHED SHEATHING of adjacent panels m '° GRADE 8d @ 12"o.c.@Panel Interior k DWG-NO.: WITHIN 3'-0" 8d @ 6"o.c.@Panel Edge OF CORNERS 8d @ 6"o.c.@Panel Interior O A 10 6 4 FOUNDATION DETAIL 5 PORCH FOUNDATION 3/4"PLYWOOD TYPICAL 8d @ s"o.c.@Panel Edge Stagger nails @ edge NE A107 3/8" — 1'=0" A107 3/8" = 1'=011 ROOF " of adjacent panels _ 8d @ 6 o.c.@Panel Interior DO FILE No: SHEATHING F7OF 7 i RC V IJIVIVJ NO. DESCRIPTIONS DATE S salmi Structural Notes: ' --�46 General: F&#E, D hri E HT 1. All work shall comply with The Building Code of New York State, latest edition, and all other 7 applicable Local Codes and Regulations of Agencies having jurisdiction. 2. Work these drawings with the Specifications, the Architectural, Mechanical, Electrical, Plumbing, Site Drawings, and all other related documents. Contractor shall coordinate all dimensions with Architectural drawings and shall verify all data on existing conditions prior to commencement of work. 3.- Specific notes and details shall take precedence over General Notes and typical details. The Contractor shall refer to the Specifications for information not covered by these General Notes & Specifications. shoring for all structural 7z* �Q� F1 4. The Contractor shall provide temporary erection bracing and/org 1 Y� work as required for structural stability during all phases of construction. 0 5. Contractor shall provisions h makes special rovisions and provide protection as required for cold or o � 0 P � Q weather concrete and masonry work, in conformance with the appropriate technical associations. AMA Wood Framing: / FICA poj' 1. All lumber work and materials shall conform to the latest edition of the following Z� Specifications and the Building Code of New York State: w' t �`spboft P g / l cts S7jo .1 , a. American Institute of Timber Construction (AITC). 00 b. National Forest Products Assoc. "Design Specifications for Stress Grade Lumber". QJ f t / •r-•_. c. U.S. Dept. of Commerce Standard CS 253. d. American Plywood Association. 2. Lumber for all Interior structural framing, including roof framing, joists, posts, studs, sills, ocap � " het ` `� C)•^ a , e0ter I plates, wood bearing plates, and blocking, shall be surface dry and used at maximum 19/a , fl / � 4 NEW EXTENSION moisture content with the followingminimum base design values: QQ . ` ,. PI: t. 1 STORY, NO BASEMENT wto ryT 10 �, o Base Design Values for Visually Graded Dimension Lumber: ,.�-�-----.,, ��N K .-ram ,�"� , Q o x,� � o. Bending: Fb = 850 psi • --� �� ,r.- Co „ 1 % `""�• Horizontal Shear: Fv = 95 psi f/ — —" Cli C� Cd , CT Comp. Perpendicular to Grain: Fc = 625 psi o NEW 1 STORY EXTENSION p p A ( �4 .--^" '�� �I NO BASEMENT Comp. Parallel to Grain: Fc = 1,300 psi ! Modulus of Elasticity: E = 1,600,000 psi [0 p �..., / 10 n factors per the per NDS ��'�$T ' •9 All values shall be adjusted with appropriate adjustment acto s as pQi f70 Supplement. Any lumber species may be used, subject to review and acceptance by the �+ 'a Engineer, if they meet the above minimum requirements. C1 4 �, CQ) 1 ��• 0 , , 12. �., ENLARGED PORCH Should Cedar be used for exterior framing, western species should be used. { /�, 100N_00„ .Tcz� f;y , Usernel7t CIVIL ENGINEER 3. TJI Series: CO �- �, ir`, {,, ` 10 � *-- rpnc@ TJI joist sections shall be of the size and type specified on the plans, as manufactured by FIV V_ c�, Truss Joist McMillan Ltd., or equal. Flange members, wed members and adhesives shallA(; 'zo 0 '-���...�� v 1*0 conform to the provisions of CABO Report No. NER-200. Coordinate bridging and stiffener �.J a 51 / 0 MECHANICAL ENGINEER t �. REMOVE MASEMENT ENTRANCE requirements with TJI manufacturer. / 1 0 '5 REPLACE WITH EXT.STAIR TO BASEMENT 4. Plywood: REPLACE AND EXTEND Orr ` � 1{j EXISTING PORCH Subfloor shall consist of 3/4" Exposure 1 Grade plywood, glued and screwed to joists. Exterior t � W/ 1'GR BLE GLASS ENCLOSURE � , rt'�f/� ELECTRICAL ENGINEER wall sheathing shall consist of 3/4" Exposure 1 Grade plywood fastened to wall studs with 8d • RUmej;t CZ) 1117pS � P(7j Co nails at 6" o.c. max. f7Qg 6 9rov,,r • k Orb1 t 0.. . p" 5. Laminated Veneer Lumber: ,�., r dr�, �y ��den9 Laminated Veneer Lumber (LVL) sections shall be MICROLAM ® or PARALLAM ,p wood ...1 STRUCTURAL ENGINEER as manufactured by Truss Joist MacMillan, Ltd. , or equal, with the following minimum f properties: Fb = 2865 psi, Fc = 750 psi, Fv = 285 psi, E = 2,000,000 psi. ence t 3. Multiple sections shall be fastened together with a minimum of two rows of 16d nails at Goro .= ,$0, � 12" o.c., and as recommended by the manufacturer. `""'" . , 1 r `` fr1Z!J[ 181 North 11th Street,Ste.4C 6. All bearing stud walls shall have crosskats at mid-height or 41�8'2®.�9 minimum. `'�•.,�, roo�rf-�„� ^- , Brooklyn,Newyork 11211 jj �'` t.(212)941-6494 7. Use double members at all jambs and heads of all openings. Use double joists (min.) below a�2 � �, �7,7: V-Z architecture+design all non-bearing stud walls parallel to spans and provide solid blocking between joists below all r 0 "''`�'••,..�` non-bearing stud walls perpendicular to joist spans. Use double sills and cap plates for ally ` 1 G� , bearing walls. 'b QUI All rights reserved. The above drawings, designs and fdiub � ideas embodied therein are the property of su11; and Boles .6 shall not be copied, reproduced, disclosed to others c used in connection withany work other than the Nailing Schedule specified project for which they have been prepared, _.. __. ..........____.... . .__.....,_...._. _...__. . . .... _ ._.._..___._._._... _ ._ _____ whole or in part,without the prior written authorizatior Glass Mat ; 8d C V o c (u Panel eft- St ar na;'..t tr"ertga Typicat &heathincl 8d 12'o.c.9 Panel interior; of adlacent panels O Sul 1. �PYright su11 ._.!l O within 3,-04_; 8d 0 6"o.c.V Panel edne of : ad(46'oe 4,. Panel mtelior � McAuliffe Residence __�____ _.._.� .0.6N crx(011 Panel t j stacger ranks C'edle2500 Grathwohl Rd. Ronf Sheathing" Typ ca 8d V 6"ox C"Panel interior I of nd,acenl partets New Suffolk, NY 11956 LOAD SCHEDULE(PSF) SHEET TITLE: Hoar Loads Ftaa#Loads .._ � COVER SHEET Dead Load 30 20 EDT Live Load �t7 20 SITE PLAN _....__..._. ... __...__w.. -.__._._.. . . _.___-___._...__:....... _ -_._-... ..__. 9AY 1 9 2 � NOTES Snare Load Ground Snow Load�24 pst+drift I 20235 _....._..__._._.�>....._.......�_. �.'..."" EnclosureCiassificatior.En zi c�a • N__.„„.._._.�__..„..__._....,.._....._ E't.rl'!dirtg[a�?�+aN}nn�nt Town of Soutilold Wind Land Exposure(Category 11):C DATE: D �C ........... F►. �y5GH0,i:pF y/�� PROJECT NO: Wind Speed; 130 mph �� x e�p t'► Selsmfc Sam DesErl�ra!ian: Cts,rs "E" DRAWING BY: ES S"te Coed'cients: F. 2.5 NCHK-BY: ES Site Plan Pro osed DWG-NO.: 0.2OAM29g of N�� 1 " = 30'-0" / A001 Impact resistant gkass not required In the event of gtass breakago,building remains wsthm the enclosed gutoetsnes. %✓ ,/� rAnn FII F NW REVISIONS NO. DESCRIPTIONS DATE 2" TH " 1/2" 112" C HC H1C BATHROOM EXIST EXIST EXIST EXIST TOILET LAVATORY TUB SHOWER 2ND FLOOR 3" (2)2X8 RIM JOISTS NEW EXTERIOR STEPS 02 23'-2' C112' H C1/2" TH 2" H1� HC----Tl H1C 2" C H1/2" 4" BATHROOM 1 BATHRM 2 KITCHEN NEW SLIDING GLASS PANELS 5'-3 3/8" 5'-3 5/8" 5'-2 1/2" 5'-4 1/2" EXIST TOILET LAVATORY SHOW NEW NEW NEW EXIST ER SHOWER TOILET LAVATORY DW SINK EXTENDED PORCH 9SONOs TUB FOOTING A1o7 SEE DETAIL �^_ __ 2X8"FLOOR JOIST @ 16"O.C. 4" 2" 2" 2" 2 v 1ST FLOOR 2" 2" 4" 2" ' — -- -- --- — -- DEMOLISH EXISTING RORCH it II II II — __ 3" III III II II II III II II II III II II 11 III II II II I II II II III II � 11- - -Ir -IIT - - 71- - -III II III II II II v III II II II III II I II II hl II III II III II II II �}I -1 .� - -I - - -II- - --I1 - - 4--1 --11- - - Ill- - -11- - -144— -AI- -114. 4I- - -I1 - - 44 I II II II III II II II III II III J II 111 II II 11 I I II II II 111 II II II III II II II III II II II I PLUMBING DIAGRAM io I I I I II III I I I I I III II I I I III I I II I I I K3 TO EXIST SEPTIC 03 II II II III II II dI}. II II II III II II II III II II II III II IIOH II II II III II II II A101 II II II II III II II I II II II II III II II II II II II II III II II 11 III II II II III II II II"v II II II II III II II II III II II II III II II II n n n n nl n II a nl n II n nl n n n IIIIII IIII IIII IIII 7-01IIIIII IIII IIII II II III II II III�-On II II III I IIII IIII IIII BEDROO M EMD EXISTING HORIONT ALCEILING EAT CHEDRAL CEILING 10 L —4'___I L==JAI=_—IL— .11——J L_=1 ILL==JJ —J.L I———IL—— — 1_- -———————————— ____ — __ I I NEW ENLARGED OPENINGS 1 w/fixed glassing i LOCATION OF INTERIOR I 1 WALL CHANGE 4'-8• I - I r-o^ I n 16,,eR I LIVING ROOM / ❑o L - -- J 1 REMOVE EXIST DOOR 1 CIVIL ENGINEER REPLACE WITH DRYWALL IIIIII��� I NEW DOO BA. -i 2 n I MAIN BEDROOM 20 MECHANICAL ENGINEER C ,4 o UI ELECTRICAL ENGINEER i ILI �I�------ ---- a ICI i i iii STRUCTURAL ENGINEER O�O CH 01 LIVING ROOM KITCHEN KITCHEN DINING ROOM N° 11 i l l ° 0 STUDY GUEST BEDROOM 0 ® 0 © to .0 NEW D00% r� 4 5'-0" T-0 1/2" 5'-0" 3'-0 1/2" I 1 1 T-10 112 n MILLWORK I I 181 North 11th Street,Ste.406 BENCH 1 I " Brooklyn,New York 11211 t.(212)941-6494 k -- - k, 1 architecture+design L/ ,'-0 2'-o Cl) I 1 4,_8„ g 9 desi 9 CELLAR rights reserved. The above All ri drawings, ns and ENTRY '" ` CELLAR 00 00 ideas embodied therein are the property of Sul 1; and I -----� 42'GUARDEAIL E. shall not be copied, reproduced, disclosed to others or o D used in connection withany work other than the fV � NEW FOOTING FOR POSTS specified project for which they have been prepared, in whole or in part, without the prior written authorization 3'-0" -PE WOOD DECKING of Sul 42"GUARD '.!L Q � copyright su112023 2 TREADS,3 RISER,IPE McAuliffe Residence Ll 2500 Grathwohl Rd. New Suffolk, NY 11956 NEW EXTERIOR STAIR TO BASEMENT WOOD DECK WITH STEPS SHEET TITLE: REMOVE EXISTING HATCH DOOR 1 ST FLOOR PLAN SECTION 1 PROPOSED PLAN 2 SECTION D-D ��pAR�y DATE: 7/10/2023 , PROJECT NO: `gC'ScsoDWIN�k��� ES A101 �01 r �* CHK-BY:G BY: ES tD 4rt + d DWG-NO.: 0Oz F N .f1 i A101 CADO FILE No: 2OF7 i REVISIONS NO. DESCRIPTIONS DATE r`I IJTLH- rn` - - `r tt�II� 'IJT r "-r`r`r`r'r` 0 'TI�r l�'T'T� T7�,Tr�,! ill n_�_ _ I - �rlIr I,•I-�1L�i�- /" I _ I_��L�i� _ „+ ITL ` " JJ -f `IJT r1J-� IF1 Tr 1`T'-1"1 �, \ - � 1I 1 iIrl 11 7 f (`II I-rr r-'T \ rrlre r-1-r 1"TI'n`r-i"r I 'Trn` 1 "I rTrl-,-r-1 �' `r`i rT-T1n r`rrtrJrr'I"r`�rtrJrr`I"r \ /" r`r rJrr`I"r`r rtrJrr`I`J 1-111jrL'Y'i , , t,�,irrrl�lj \ /' I',-'��i -I"1Trl r`rn-T`r`T`r'r`rn-rLF7`r'r` `I_n `r7`r'T `T'n i'r7`r'r`r Ir'T'T tIT' f�l �T I T� I I I1 r'r� I"I l- -•L-i�-,rr�I-�1L�i�- rr�I-�1L iI-�1L�i�-, �T�i ly'T'T T'T�T�r I -1 T'T_' J ILL L y rl`r"Iy rI ly r-1- I` 111 `r I"f li T`I ly lylny�I" rT-f SIT'IJT r� ��IT'-IJT rT' I I T r I I T �4'I'r'-I'T rT' f4'I'r'iJT r� I 'T'r1'T'-1�T-1"T'rl T'��'_I" iED +� "f 1 �I �yi`I`I'l T`r�J f� ;T `Z 1%j1 i t"IJ I ' T`rlyf 7"r`I� rl 7J r 1 r'rr1"Iyrrtr'rr1"I-'r'rtr'T- DOUBLE 2X8LVL - r'�`r i"Trn`r�`7-i"Trn`r n`r�`r i"Trn`r-1`r-i"Trn`h 2'-2" 4'-11 1/4" 2'43/4" 2'-21/4" `1-r-17'r'T71-1''T1`r'r'T'P 1'T-17'T-'T71 2XaFRAM'"� t`I"f`r rr`rJ�t`I I`rrtrJT-t`I"f`rrtiJi-t`I"f`r-'rtrJT t I"f`IJrtfJ t`I"f`rrtrJT-t`I"f`FrtrJ iu�u LiLly,- Imo-` ���ly�y�`l i�ply,��`'� �A'IrI �l "7,r`r`r'r`r`r1"7,r7`r'r`r `r'r`r n�r`r`r`r'r`r71"r`r`r`r'r`r`rl `r71`T`r`r`r'T-T'n`LT`r�`r'r TI�rIT'T'TTI I �' T�'T'��IT'TT L- rr�l-`l1,`i� ,IIIrLL1�-�I-I � , -',rr�I-�yL`i-�J I,NI�I-�-`L�i�_ rrrl-�iL`i�-,II IJAI �1ili�II-1,LL r1y11 r1"r Iy Tr r1"r-I1 r`I-`-r1"rI r`IJ-1y r11"r`Ii ri-i -- - Y-IJT r1J-f I IT'iJ IJT rT"r�IT'I'T JT r1J f rllr'rT f T I l I�'IJT f T'T T I 'T'T T I '�'T T I 'T'T T I 'T'T T I 'T'T -I"TTrI�'��'-I"Tr' I�'-I`T'_I"TT'n�'-,�' I"Tr'rl`T'-1`r'_I"Ti'rl� N e ------------ Frl ' T 11J i`I" T`I `IJ r`I"IJl-' -�J (�"lyl ' lyl lyrl"r`l ' r17J i�L'r1 ' I 1yr1 r1"r 1' n-r`o- rtr'F(-"i-r I-I"lrrrtr'rr1`r � � r I`L- �-1"Trn`r-T`r 1"Trn`r�Y-1 Trn`r-I`r �"Trn`r�`r 1"Trn`r�`r �"Trrtr'� -I"Tr I O I�'1Z'-I 30 'T'-I-Tr r ® ` 11`T'1-'Tn"1`r'l`r © `T'T'n"I`r-r7'T-'T � � +'e W I rtrJr-r`I`Jrwrt Jr-r`I"r`rrtr -r`r' r -t ,rY r J t .s 1i.11 X r t��-�i rrrl 'I / IjlJrtr' / rtr'rr1") / I Lrl I L1y1 L I I I`I- , i`r7`r'r`rn"r r7`r'r`r n"i`r `r'r`r n i`r7`r'r`r71 T`r`r`r'r `r n 1 T'T'TTITIq�bd'T'7 iITI�TVYT'7YTIq I L1I-�1J�-I,rr� �-���� -„+�r� �J�-1,rrL�l-�1���-,k,yl- J� 18 I+ ?`izT' / T'Tl �� / `7��`T'T ' / I IT'lJTLrIT-f�l� IJTrrIy- �I'r,_I, LrIT f�IT'IJTrrI1J ��I'r`IJTLrIr I 11�1 I iii�L�Lly1 Irl I �i i '�1y111 I `rl`4� T`IJI 111`rl"f 1yT`lylyrl I YI-r-I 7yf`I"r`I I'T rJ-r`I4( 1- -FY- Ilyl-,_r-rw-M -'_Ti-7_� \ i I" T'T 4 ��IT'T' IT'T'T 4 T `r-I"lr rl`<'��T-I"T' Ti'rl`<'1�'-I"rr'rl�' c I " `r i"Trn`r�`r 1"TI'n`r-1`T l Trn`h-r-i"Trn`r-I`r-l"Ti'n \ `r� Iy r111 r1",71y / ILJ rli r-'TrF rt rr r'T-'T' '"`r'rr r1"Iirrr r'rr1"IT ' rtrJrt`I"r`rrt Jrr`I"r`rrtrJr"�r`fJrtrr-r`I"r`f' J ``� r`r-I"T' I`<'1`T'-I �'-I"lrrl \ I l `T 7'r'T 71 7 7 7'r'T 71`� T`r T'r'T rr r'rr I I 11yr' rtr'rl"I"I y �I'11L�i`ii� ry1r ri i Irrl�l� 1'11�iYii z-en F��"T`r7`r'T-`rn 7`f,T-,l f` `f'r`I-`P T`f`r`f'r'TLn T`i7`171- 1 �tr' T'Tl 1`T -1''T`i`r'T_'TVl`T'l`T'T ' I�'T'T4 T��I 'T'T 4 T��IT'T'T4 T a. I r -� ����-', + -� ��-,rr,yl- Ji-T-�-7—i—Trr-T-r-T-r Iilir 'Fi-r`rl-r1"r-11r`0 ii"r-1yr1y1yr1"rI`r1y1-r1"r`i-Ti-i-rl NEW PORCH I I �I 1LII I_ - 11 W/SLIDIN GLASS ENCLOSUREII�'iJT r� f�I IJT rII 'i r� f�IT'rT r� �� l�`rT ri �IT'-IJT rTT ��I r'T'T� I I l-'T�T fll T'T'T IT Tq fIT'T'T T TI�'T'T�T �'_I"T'rl�'1 T'_I"Tr rl T' 1`T'_I"Tr'rl`<'�`T'_1"TT'rl`T'�`T'_I"Tr'rl T'" J-i r ly rl"r•Iy r 1-`1-`ri—n-ro I-1"ri-ri-I rt r'rf-`I"111Jrt r'1-t`1"111Jrt r'r riIi-rrt r'rl"I"I-`rrt r'rrl"11 I'm-�� ��r~1�rrrrr' `r'-i-rrrl-r-l-r�r-'rrr-��~l-r-I�Tr' I wwrw`TwTw-'wrwTwr'Tw1wT�`rrw,`���7r'T -- --- — — ---- ----- -------- r rJ�t`I `r — -- --- — Jr l`Y-`fi t - --- ---- - rrtrrtr rJ> f`Iw`rT`>=r�r"rwr r — — r'rrl"lyrrtr'rrll 'I'I�rtr'rrl"11rrtr'rrl"I `rrtr'rrl"I1rrtr'rr1"1yrrtr'rr1"I 'J11I '` 17 r111J�'Li'+�111 '1 i1"1'1 1i�Yi �----- -------- T`r7`r'r`r71 r`r` 'r`r7T i` I I I I I I I I 1 1 I I I ', I I , I I ' 4'-9 5/8 I I I -----I- 1 ------ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I WEST ELEVATION �O2 2 SOUTH ELEVATION �O2 CIVIL ENGINEER REPLACE EXISTING WINDOWS MECHANICAL ENGINEER NEW ONE STORY EXTENSION YELOOW CEDAR ROOF AND FACADE SHINGLES OMIT WINDOW rJ`T'r'T 2'-4" 2'a" 2'-4" 71"r`f7`r'r`I-71 r i t Tt Tr IY-IJT I- `r-I"TI ELECTRICAL ENGINEER �`r-1"Trn_`r `r l"Trn`r-1 `I fl"i`f IJT-r "rri7�f'TrI 11 7f i7`rr „+rI I�T I�T�I �u��. STRUCTURAL ENGINEER NEW YELLOW CEFAR ROOF SHINGLES 17J r`I I I I I I 5'-6 1/4" 5'-6 1/4 I � 181 North 11th Street,Ste.406 " °"° Brooklyn,NewYork 11211 2'-s° I"I t.(212)941-6494 architecture+design -1TL-Y-MY-I-TLrI1J ��I 16 JT r1J- �Ilr'iJT r� ��I O T'iJTr � ❑ - \ i-1rn`r-i`r'-i`JTrn`r i / -i`°� n`r-1`7-i / / -1"Trn`r-1`i'-i"Trn`r'1 Ji-t`I"f`r-rtrJT-r`I"r`f rJT�, I"r`rrtfJ All rights reserved.The above drawings, designs and /' rJrr`I'�r`rrtrJrr`I"r`r 9 9 , 9 • \ /' - `r`r`r'r'-I-`n"1`r7`f'r`I-71 `r`r'r`I-71"i`r`T`r'T-`I-71 \ `r'� 'r`I-71`7`r ideas embodied therein are the property of su11• and \ I IIII II Y-IITLFY-I'`L r'l1�`' i i L L I \ L L I shall not be co ied re roduced, disclosed to others or \ / YTLrIT-fTr I JT r1J ��IT`IJT f1J ��I \ T'-IJT 1J fT l�`IJ P P -i'1-�yf`I"rylJ-r1-7-`i7" -'-T`I- yr`I"rl-'- used in connection withany work other than the `\ J_i`I-7yr7"rl-'-�I-'1J-f`I" i"Trn`r�`T'-i"Trn`r�l -i"TI n`r'�`T'-i s ecified ro ect for which the have been re ared in r�i-t`I"f`�rtrJT-r'-I'JI-`r' Ji_r`I"f`rrtrJT-r`I`Jf`r✓ rJrr`I`Jf` rtfJr-r`I"f`rrtrJ whole or in part,without the prior written authorization \ -, - `r`r`r'r`rn"r`r7`r'r`r71 r`r`r'r`r�i"�`r7`r'r`r7T Q�tr#r4Y "r`r7`r'r`rn T`r ��,-� .+��- ��-� ,�.� �- �-� of su11. � covvr�en+g"+1zozs `�� `I1-`,��1�I��1I J 1 171�`' AIL I `l � - — — — — , — — - - ------ r _ r - r 1-1`�T r � T ' i T rL1 fTIT I T TT i�IT rilll1f TTLT� r�I�r - - --- McAuliffe Residence rathwohl Rd. New Suffolk, NY 11956 FRENCH DOORS 4'-9 5/8 NEW WINDOW II N-E-W-E-XT-EN-SI--N-I �J -J� �I I -I -�- I I SHEET L -------1 ----- ------------------------------ -- ;-; ----J----- -------------------------------- RESI DENCE I ELEVATIONS LL I 1 \ ---------1 I NEW YELLOW CEDAR SHINGLES I DATE: 7/10/2023 ,C FRC��1 PROJECT NO: a W y s ''V ra DRAWING BY: ES 3 EAST ELEVATION CHK-BY: ES 4 NORTH ELEVATION *, o �O2 (P �+ C� DWG-NO.: q j 028ZP y �O2 �°F "�� A102 CADO FILE No: 3OF7 i 12 EXTENSION PLAN REVISIONS NO. DESCRIPTIONS DATE 34sft 43sft 80 SFT } 5'-4" 3'-9 3/4" 7-3 1/2" 2'-3 to" 2'-7 1l4" 3'-01/4' 3'-31/2" 2'-31/2" ........................._.......-------------..---........' • ; i 4'-8• I 3'-11 1n I--- - - _ • I I C • m ---------- ---------- - \ M I I in : 1 5'-4" Li u) V• I I I io 31/?`' ------------� ---------- f: — — — — — — — I — I GFY m ' / 1.4" m n i m _ In I aD N m I a I ".l AN T In v ul N in I 2'-6" / ''�+ 1 1104 TT �, 4 2 e iv i iM io " / iv 1 M ------------- OOR / a-- fV RYWALL 3 1 � NEW DOOR 2'-8" 2'-8" 3'-11' 2'4 314' 7-3 1 n" 3'-9 3/4 5'-4" 12'-5" Z C04A1 ELEVATIONS 2 ELEVATION 3 ELEVATIONS 4 ELEVATIONS .e 3/8" = V=0" A1o4 3/8" = 1'=0" A104 3/8" = 1'=0" A104 3/8" = 1'=0" / ,w T-4 2'-0" 1 1 1 1 'BBI o Ln M C W bdl O 00 5 � CC) .16 a sloa r Olt JEST BEDROOM 7 = _ CC) © _ 2 as NEW DOOF�I CLOSET coo l N _ MILLWORK N BENCH CA04/ ELEVATIONS s SECTION B - B 7 ELEVATIONS e ELEVATIONS 3/8° _ 1'=0" A104 3/8" _ 1'=0" A104 3/8° _ V=0° A104 3/8" _ 1'=0" 4'-8" INTERIOR WALL CIVIL ENGINEER MOVED 18" CEDAR SHING U U WATERPROFF MEMBRANE ° MECHANICAL ENGINEER 1/3"PLYWOOD SUBSTRAIGHT 2/6 RAFTERS R22 SPRAY INSULATION F OMIT WINDIW ELECTRICAL ENGINEER t STRUCTURAL ENGINEER - ----------- -- - - - - i i--- ------ - - --------------It-------------------- --- ----------- - t, *,•_:'==�_..=��= . � 181 North 11th Street,Ste.406 Brooklyn,NewYork 11211 I t.(212)941-6494 architecture+design I Ico GUEST BEDROOM, i oo BATH BATH 2x6@16"O.C.WITH5/8" R30-SPRAY INSULATION 6 I ' ti g EXPOSURE 1 GRADE PLYWOOD All rights reserved.The above drawings, designs and „ o CEADERSHEATHING GO E EXTERIOR RFACE ideas embodied therein are the property of su11; and I I 3/4 SUBFLOOR shall not be copied, reproduced, disclosed to others or I I 8" JOIST AT 16" O.C. used in connection withany work other than the R22 - 8" INSULATION specified project for which they have been prepared, in I I whole or in part,without the prior written authorization of Sul 1. O �PY49ht su11 2023 McAuliffe Residence ' II 2500 Grathwohl Rd. CRAWLSPACE New Suffolk, NY 11956 BASEMENT 0 0 00 ii o IL � SHEET TITLE: CELLAR EXTENSION: 00 2 INSULATION (INTERIOR) PLAN -----------------------------8"CEMENT-BLUR---- CRAWLSPACE ACCESS DOOR 1" CL CELL INSULATION SECTIONS WATERPROOFING 2'-6" ELEVATIONS CRAWLSPACE DATE: 10/10/2023 CRAWLSPACE ACCESS DOOR ���'�°oFRCyi� PROJECT NO: DRAWING BY: ES * CHK-BY: ES N �4 DWG-NO.: -� � s SECTION A-A 10 SECTION B - B 11 SECTION C - C 9�F 028ZP A104 X8" = V=0° 1 A104 3/8" = '=0" OF N- Al 03 CADO FILE No: 40F7 I NEW EXTERIOR STEPS 0 23'-2' REVISIONS 4" OVERHANG NO. DESCRIPTIONS DATE NEW SLIDING GLASS PANELS 5'-3 3/8 " 5'-3 5/8 " 5'-2 1/2 " 5'-4 1/2 " EXTENDED PORCH --------------- ------ -- -------------- --------------- , ==s--=== --- ___________ ____________� DEMOLISH EXISTING RORCH I IIV II II II II II II I IIII II II II III II II II I I,II II II II III II II II III II II II III II II II I I,II II II II III II II II III II II II III II II II �— II II II II III II - -I� - - - II- -UI- - - -U - - - -II II III II II II - � I d II II II III II I II II III II III II III II II II �' I IIII I II II III II I 11 II III II III II III II II II -4I- - UI- - - - u - - - -IL- - - - W- --- I II II II II III IY I II II III II III I II III II II II I I I I II II II III II II II III II II— — II III II II II — I 4 II II II III II II II III II II II III II II II II II II III II II II III II II II III II II II ' II II II III II II II III II II II III II 11 II rn i I 11 11 11 iii 11 �0 H I V I II II II III II II I '� II II II II III II II II I ( I II II II III II II I II II II III II II II - I � I II II II III II II II III II II II III II II II I � I II II II III II II II III II II II III II II II �. I � I II II II III II II II III II II II III II II II I � I II II II III II II II III II II II III II II II I I I I I I T_0" III I I I I I I III I I I I I I III 7'-0-1 I I I I I I B E I d I II II II III II II I � I II II II III II II II III II II II III II II II C _II —__�I----II --- III ---�I----II --- 11==III----II --- II----11 - III ---�I----I1 --- II--� L 1 ENLARG PORCH PLAN wE ix d gl ssingD OPENINGS A105 3/8" = 1'=O" EPDM ROOF MEMBRANE SYSTEM 3/4"SUBSTRAIGHT EPDM ROOF MEMBRANE SYSTEM 2X8 ROOF RAFTERS 3/4"SUBSTRAIGHT R22-SPRAY INSULATION 2X8 ROOF RAFTERS WOOD SLAT CEILING R22-SPRAY INSULATION WOOD SLAT CEILING 2'-On I I III II I I I I I I I I III I I I I I I I I III II III � 00 LO I I I I II II II\ II I I I I II II I I I I I I I I \ I I I I I I I I I CIVIL ENGINEER I I I I I I I Iilpl------- --—————— ---- �h I 12"SONOTUBE MECHANICAL ENGINEER ELECTRICAL ENGINEER CERAMIC TILE FLOOR 3/4'PT SUBSTRAIGHT SONOTUBE FOUNDATION 2X6"PT FLOOR JOISTS SEE DETAIL R20 SPRAYFOMA INSULATION STRUCTURAL ENGINEER 2 SECTION D "•D s SECTION E -E A105 3/8" = 1'=O" A 5 3/8" = 1'=0" r I Afl 181 North 11th Street,Ste.406 Brooklyn,NewYork 11211 t.(212)941-6494 architecture+design All rights reserved. The above drawings, designs and ideas embodied therein are the property of Sul 1; and shall not be copied, reproduced, disclosed to others or used in connection withany work other than the specified project for which they have been prepared, in whole or in part,without the prior written authorization of su 11. O copyright su 112023 McAuliffe Residence T- --- ---------------- 2500 Grathwohl Rd. 6 1/2 " 21-0" New Suffolk, NY 11956 I I SHEET TITLE: I I EXTENSION: I I PLAN I SECTIONS I I ELEVATIONS I I I - ----- — --- --- ------------------ ----------------- DATE: 10/10/2023 I I I (`�g0 a�Cyj kO PROJECT NO: `g� Ey �� ` p Cyr DRAWING BY: ES a CHK-BY: ES DWG-NO.: 0282d� �O 4 WEST ELEVATION 5 SOUTH ELEVATION � [� Al 04 A105 3/8" = 1'=0" A105 3/8" = 1'=0" � CADO FILE No: 5OF7 i REVISIONS V-11 1/2" L 2'-3 1/2" 2'-8" 2'-3 1/2" 2'-3 1/2" 2'-7 1/2" 4'- 11 1/2" 2'-3 1/2" 2'-3 1/2" NO. DESCRIPTIONS DATE 1'-7 1/2" (D/ 04 / N N T- T- \ \ / M - - - - - - - - - - - - - - - - WEST ELEVATION NORTH ELEVATION WEST ELEVATION SOUTH ELEVATION SOUTH ELEVATION 1 ST FLOOR 1/2" = 1'-0" 1ST FLOOR 1 ST FLOOR 2ND FLOOR 1 ST FLOOR 2'-3 1/2" 2'-3 1/2" 2'-3 1/2" 5'-6" 5'-6" 2'-5 1/2" 1 -11 1/2" N Q9 / 1®. N 14 . / 12 13 ' N. LO \ -I CIVIL ENGINEER �' _J O <' I EAST ELEVATION MECHANICAL ENGINEER 2ND FLOOR 1/2" = 1'-0" ELECTRICAL ENGINEER 4'10 5/8" STRUCTURAL ENGINEER 16 EAST ELEVATION 2ND FLOOR 1/2" = 1'-0" O!Lftya 181 North llthstreet.Ste.406 y"�A Brooklyn.NewYork 11211 t(212)941-6494 Fv architecture+design r WINDOW # MAKER SERIES TYPE ROUGH OPENING GLASS U-VALUE SHGC All rights reserved.The above drawings,designs and NORTH ELEVATION 1 WEATHER SHIELD SIGNATURE CASEMENT 2'-2" X 4'-6" LOW E 0.25 0.40 ideas embodied therein are the property of Sul l;and shall not be copied,reproduced,disclosed to others or 1ST FLOOR 1/2" = 1'-0" 2 WEATHER SHIELD SIGNATURE FIXED 5'-0" X 4'-6" LOW E 0.25 0.40 used in connection withany work other than the specified project for which they have been prepared,in 3 WEATHER SHIELD SIGNATURE CASEMENT 2'-5" X 4'-6" LOW E 0.25 0.40 whole or in part,without the prior written authorization of Sul l. 4 WEATHER SHIELD SIGNATURE CASEMENT 2'-5" X 4'-4" LOW E 0.25 0.40 McAuliffe Residence 6'-6" 5 WEATHER SHIELD SIGNATURE CASEMENT 2'-8" X 4'-0" LOW E 0.25 0.40 2500 Grathwohl Rd. 6 WEATHER SHIELD SIGNATURE FIXED 5'-0" X 4'-4" LOW E 0.25 0.40 New Suffolk, NY 11956 7 WEATHER SHIELD SIGNATURE CASEMENT 2'-4 1/2" X 4'-0" LOW E 0.25 0.40 SHEET TITLE: 8 WEATHER SHIELD SIGNATURE CASEMENT 2'-4 1/2" X 4'-0" LOW E 0.25 0.40 WINDOW S.,HEDULE 9 WEATHER SHIELD SIGNATURE CASEMENT 2'-4" X 3'-2" LOW E 0.25 0.40 10 WEATHER SHIELD SIGNATURE CASEMENT 2'-4" X 3'-2" LOW E 0.25 0.40 d NEW REPLACEMENT 11 WEATHER SHIELD SIGNATURE CASEMENT 2'-4" X 3'-2" LOW E 0.25 0.40 INTERIOR WINDOW 12 WEATHER SHIELD SIGNATURE FRENCH SLIDING 5'-0" X 7'-2" LOW E 0.25 0.40 " DATE: 11/28/2023 13 WEATHER SHIELD SIGNATURE FRENCH SLIDING 5'-0" X 7'-2" LOW E 0.25 0.40 G� PROJECT NO: 14 WEATHER SHIELD SIGNATURE CASEMENT 2'-6" X 4'-6" LOW E 0.25 0.40 aSD ARC DRAWING BY: ES OMIT WINDOW 15 WEATHER SHIELD SIGNATURE CASEMENT 2'-0" X 4'-6" LOW E 0.25 0.40 �ysC►+O�N���? CHK-BY: ES INTERIOR 1ST FLOOR , DWG-NO.: .r 5 1n/F..gT,uFr��mcy���,,1�,. c((`rvnT� rQF _ �,peFnAFnt-T ��_G" V_�.1, ?' `',(�!N.-IC2�. .( ''" a§"• . 1/2n _ I -oi� �F.--�vs-x.=;�.-v..- 3w-5�-wa-'.�-k�=�- 'v-.a- a .r_fi� N�,..�,w-,��� b�_ 3��_w.-<,._ W�\4�._ °a. N_�a.-4:._ar- _ ■ _ _ * Al05 � E" � 1x3' U' „ f"6.20 10 )It VvEHtrtK SHI ,(GNAi UK � •' CADO FILE No: V` BOF7 i REVISIONS NO. DESCRIPTIONS DATE 4'-811 41-811 4r-811 2'-011 2'-011 --------------- -- -------- ---r- I1 II II II I WATERPROOFING I I I I I I I 1"CLOSED CELL INSULATION _ ----- ------- I I 8'CEMENT BLOCK WALL OJ I I I I I I 2"RIDGID INSULATION(INTERIOR) CONCRETE FOOTING 3'-6"BLOW GRADE I I I I I I CV o II II II I I 2"SLAB ON GRAD OVER 6"COMP.SAND CO II II II I I r ---- ------ � II II II I I - ---- ------- N M II II II I I CIO LO II II II I I I LO - II II II I I 2x6 16"O.C.WITH 5/8" I I I I 11 I I NEW DOOR --_- ------ EXPOSURE 1 GRADE PLYWOOD I c I I I I I I --- ------- SHEATHING ON EXTERIOR FACE I N I I I I I I CEADER SHINGLE SIDING I I I I I I I II II II I I -- C? ------ II C? II II I I II N II II � II � II II II I II II II II I I- ---- -- --- ------- I I I I I NEW INTWERIOR PARTITION 2X4 @ 16"O.C. c _ II II II II II - e CIO 00 II II II II I I 00 — — --- — -- 11-- -ll--- 11-- 11 e- r- II II II II I C Lo ____ ______- 41- 1/2 " Ii it "' o I1 II I1 II I I1 II I1 II I II II II II I CNIL 3/4"EXPOSURE 1 GRADE PLYWOOD I NEW DOOE --- ------- SUE-FLOOR I 1 I I I I --- ------- 2X8 FLOOR FRAMING II II I1 I I 4"Ir ISULATION I I I I 11 I II II I1 I I I NEW RA FROM CELLAR II = II II 1 1 M c I1 M I I1 I I c ❑ __� ______— 00 II CD II II I II CO � II r I1 II I ti ti II II II I I I CO CO LO II II I1 I LO 04 (V ti I I I I I I I I I ti _ II II II I __ __= II II II I I I II II II I I CflCD -- II II II I I I I 1 � II II II I I I II II II II I I - ---------- -- --- 2'-0" 2'-0" 4'-8" 4'-8 if 4'-8" CIVIL ENGINEER D �v D MECHANICAL ENGINEER 1 FOUNDATION PLAN 2 1ST FLOOR FRAMING 3 ROOF FRAMING A1o7 3/8" = 1'=0" A107 3/8" = 1'=0" 3/8" = 1'=0" ELECTRICAL ENGINEER 6 SCHEDULES STRUCTURAL ENGINEER A1o7 N/A CEDAR SHINGLE ROOF WATERPROOFING MEMBRANE LOAD SCHEDULE (PSF) PLYWOOD SHEETING FLOOR LOADS ROOF LOADS 181 North 11th Street,Ste.406 Brooklyn,New York 11211 8"OPEN CELL SPRAY INSULATION R30 t.(212)941-6494 RAFTERS 2x8 @ 16"O.C. DEAD LOAD 15 15 architecture+design 5/8 DRYWALL 2x6 @ 16"O.C.WITH 5/8" LIVE LOAD 40 20 EXPOSURE 1 GRADE PLYWOOD All rights reserved. The above drawings, designs and SHEATHING ON EXTERIOR FACE ideas embodied therein are the property of Sul 1; and CEADER SHIGLE SIDING p p Y (3)2x8 HEADER TYP. SNOW LOAD GROUND SNOW LOAD=35 PSF+DRIFT shall not be copied, reproduced, disclosed to others or used in connection withany work other than the specified project for which they have been prepared, in ENCLOSURE CLASSIFICATION: ENCLOSED* whole or in part, without the prior written authorization NEW WINDOQ U=0.25,SHGC 0.40 of Sul 1. copyright s"11 2023 2x6 @ 16"O.C.WITH 5/8" WIND LOAD EXPOSURE(CATEGORY II):C McAuliffe Residence EXPOSURE 1 GRADE PLYWOOD 2500 G rathwoh I Rd. 3l4"EXPOSURE 1 GRADE PLYWOOD SHEATHING ON EXTERIOR FACE SUB-FLOOR CEADER SHIGLE SIDING WIND SPEED: 130 MPH DBL.2x8 P.T.SILL PLATE WITH 5/8" I""T""'""w,."".:«':�« New Suffolk, NY 11956 2X8 FRAMING DIAMETERx VA-ANCHOR BOLTS @ EACH END EACH OPENING AND 3'-6" I r- O.C.MAX.USE SITE DESIGNATION: CLASS"D" SHEET TITLE: PLATE IMPSON BP 5/8-3 BEARING SEISMIC SITE COEFICIENTS: FF = 1.6 18g STRUCTURAL 4"INSULATION Sds =0 ` --�..."_{I_1=_° •'i__.'.=.,m..`�. r BLOCKING k Sd1 =0.067g 2"RIGID INSULATION WATERPROOF MEMBRANE 3 ; 1 2"RAT SLAB ON 6"CLEAN SAND 1"CLOSED CELL INSULATION IMPACT RESISTANT GLASS NOT REQUIRED. IN THE VAPOR BARRIER EVENT OF GLASS BREAKAGE, BUILDING REMAINS WITHIN THE ENCLOSED GUIDELINES. (4)-#5 CONTINUOUS #5 @ 12"O.C. UNDISTURBED SOIL DATE: 10/10/2023 rr 21_g11 CONCRETFO ` "µ NAILING SCHEDULE g,����° NC PROJECT NO: TTING ' DRAWING BY: ES GLASS MAT TYPICAL 8d @ 6"ox.@Panel Edge Stagger nails @ edge W" �� � * CHK-BY: ES BASE MIN.4'-0"BELOW FINISHED ,'- GRADE SHEATHING 8d @ 12"D.C. @Panel Interior of adjacent panels DWG-NO.: Op WITHIN T-0" 8d @ 6"o.c.@Panel Edge OF CORNERS 8d @ 6"o.c.@Panel Interior OF�� Al 06 41 A o7 FO'UNDATION DETAIL 5 PORCH FOUNDATION 3/4"PLYWOOD TYPICAL 8d @ 6"ox.@Panel Edge Stagger nails @ edge 3/8 - 1 =011 A107 3/8" = 1'=011 ROOFTHING 8d @ 6"D.C.@Panel Interior of adjacent panels CADO FILE No: 7 OF 7 I i REVISIONS NO. DESCRIPTIONS DATE Ll I I I I 12"SONO TUBE I I I I I q 0 �1211AII 4 IPE WOOD DECKING 1 TREADS,2 RISER,IPE 18'-4 1/8' 1 REAR DECK PLAN 3 REAR DECK SECTION k.A' 3/8" = V=0" A107 3/8" = 1'=0" s SCHEDULES A107 N/A �� l 1�L7 2 y 20� ---_-_-_--_-_-_- -__----_----_--_-_-_--_-_-_---_-_--_-_-_ -_-_-_--_-_-_---- --= LOAD SCHEDULE (PS F) - - I I I I I I I I I I I I I I tll I I I I I I I I I I I I I I I I I I I I I I I I I I I I II III II II II II II II II I II II I JII _II — —III III I Il i?III t\° IIII IIII IIII IIII ?III \ IIII IIII III IIII i III \ FLOOR LOADS ROOF LOADS ADS 2X8 LEDGER BOARD SIMPSON CS16 STRAPS CONNECTING JOIST TO LEDGER TYP. DEAD LOAD 15 15 _ — 42"GUARDEAL LIVE LOAD 40 20 SIMPSON CS16 STRAPS CONNECTING JOIST TO RIM JOIST TYP. 0 CIVIL ENGINEER SNOW LOAD GROUND SNOW LOAD=35 PSF+DRIFT IPE DECKING NEILED TO JOISTS 12"SONO TUBE IPE WOOD DECKING IPE DECKING NEILED TO JOISTS ENCLOSURE CLASSIFICATION:ENCLOSED* 2X6 FLOOR FRAMING 1 TREADS,2 RISER,IPE 2X8 RIM JOIST WIND LOAD EXPOSURE(CATEGORY II):C MECHANICAL ENGINEER 2 REAR DECK FRAMING WIND SPEED: 130 MPH A107 3/8" = 1'=0" SITE DESIGNATION: CLASS"D" ELECTRICAL ENGINEER SEISMIC SITE COEFICIENTS: F, = 1.6 F% =2.4 Sds =0.18g Sd1 =0.067g STRUCTURAL ENGINEER " IMPACT RESISTANT GLASS NOT REQUIRED. IN THE EVENT OF GLASS BREAKAGE, BUILDING REMAINS WITHIN THE ENCLOSED GUIDELINES. f0NC"u%N7AEffl" 181 North 11th Street,Ste.406 Brooklyn,NewYork 11211 NAILING SCHEDULE t.(212)941-6494 architecture+design GLASS MAT TYPICAL 8d @ 6"o.c.@Panel Edge Stagger nails @ edge SHEATHING 8d @ 12"o.c. @Panel Interior of adjacent panels remove siding at ledger WITHIN T-0" 8d @ 6"o.c.@Panel Edge All rights reserved.The above drawings, designs and exterior sheathing prior to installation 8d @ 6 o.c.@Panel Interior OF CORNERS rior ideas embodied therein are the property of Sul 1• and --- ,<---- existing stud wall------o threshold carefully flashed and I shall not be copied, reproduced, disclosed to others or caulked to prevent water intrusion 3/4"PLYWOOD TYPICAL 8d @ 6"o.c.@Panel Edge Stagger nails @ edge used in connection withany work other than the continuous flashing I r� tar"~« ROOF of adjacent panels specified project for which they have been prepared, in ledger and joist flush on tap � _ existing 2x band joist / 8d @ 6 o.c.@Panel Interior or 1"minimum g 1 SHEATHING whole or in part,without the prior written authorization EWP rim joist extending past joist _ i of Sul 1. hanger i 77 � Oc copyrightsu112023 2"min. .-—deck joist �� T � McAuliffe Residence 1-5/8"min ~ 't .... .a".. 5"max 2500 Grathwohl Rd. 2"min. i12"diameter lag > ws or wood I-j ist, through-bolts ugh-b _ ram � New Suffolk, NY 11956 wood 1•joist, through-bolts with -`' or MPCWT washers "M.. joist hanger SHEET TITLE: existing pj.. Wall 2x ledger board;must be greater 111" than or equal to the depth of the REAR DECK FRAMING deck joist and no greater than the depth of the house band or rim joist P 1 4 LEDGER DETAIL 5 FOUNDATION A107 3/8" = 1 =0" A107 " _ 3/8 1'_-0" DATE: 6/27/2025 AkR PROJECT NO: sCN pR DRAWING BY: ES CHK-BY: ES v rR DWG-NO.: UJ Al07 dF N CADO FILE No: 7OF7