Loading...
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. DESCRIPTIONS DATE `I r'rr` `I"r`I-'-T`1-`I-`r7"I'l'-rl7 7� `I_`n"T` rn` _ `r I I I L I I I I1 'I'T r r �_r-r rT-` 70/' _111"I-71 `r`r` T 6"T T'T, T'T IT r�I 1 I JAL l_I `L`i �1L`i f ,rr, I��Ti 1 ' rl"r I' T`y I _ _I-T' r7-7`r7`r�' r-r7'-r r7" r� 7' 1"1lrrrtr'rl \ i r'rl"I"I1r r__1'T-1"Trn`r- r'-1"rrn` \ /" r 1"Trn`r�`1'-1"Tr -'T n i`r`T \ �' 'T-I7r'T71 `rrtr'rr`rr`rrtr'rr`I` r \ /' r` r'r-r`I"r`rrtr'rr`I" \ ,-I- ""L '-AIIX —Irrn rYn"r`r'T`r'T-111 T`r`r`r'r` `r`r`r'r`rn"T'r`r`r'r`r 4'T'�I IT'T'T T'TYTWI r'rl 1"I ice,- XLrI-�rL�iji�i�_J,- IX,L-I-�1L�ii� yrl"�I`rl`I`rl"f I` 11`rl"rIJ T`I I`1`I�irl" `r��'r H-MY-1-T rY-��IT`I'T rT I I T r 1 -1 T �-MY-1'T H-i` -T r� I IF 'Trn`r'-i`r._I-.nrl-r'-i`r,_I-. Tyr ^ r'rr`I"11r'rtr'r�`I"r r'rtr'rrI"I r--1-h"Trn`r-1`h-'irn`r n r-1`r-l"Trn`r-1`7-1"irn`r-I 2'-2" 4'-11 1/4 2-43/4 2'-2114" -1'T'i'-'r'T T1"1`r-I`r'T-T n 1'T'r7'r'T-n f`I"r`rrtr'rt`I"f`rrtr'1-t`I"f`rrtr'r r`I"r`rrtr'1-r I"f`rrtr' r`I"f`f'fr`('T-t`I"f`rrtr' JitX�r,.,�t.�iXr�1-.�.�.iXrli�-.L�.�riXLr -r`r7`r'T-`I `n-r`f`r`r'r`r T' f I I I 'T'T'TI I P T T'T'`WI r'T'T L i�,-I,X ISI-�i�� iJ,ILir71�`i~-' X�r�s`�iJ� L�I- -�L�iJ�-I,I L ri-i -rl-n-r`I� rl"rI`T`lili rl"f I ri-1 -rl"r-i-rlil mss- I'T FY-MY71' I'T rT-��IT'1'T 'T rT-��IT'l'T N-rrYY I r T'T T I -rT T I 'T'T T I 'T'T T I 'T'T T I -r"T -I"Trrl`r'1`r-I"Tr I`r'-1`fI"irn`T' l`r' 1"Trn`T'1`r_I`Trrl`r ------------- ryl'-rl li r7" -rin-i -r`1' lyi�` 'r`1 lel �yr1"I 1 TSI �yi7"r`l ' I lyrl rl"rI` r`I`r`I�y rtr'rr`I"11� r`I"lir'rtr'rf`I"r` I `r l"Trn`r1 1"Trn`r17'1 irn`r-17'1"Trn`r-1 -1`Trn`r-I`T-1"Trn`r-I - 'Tr I 10 17'-,-T'-I 0 ® `r-rTrn ® -11'T'T'r'T71-1 7 © 7`r'T`n`i-rAi`r'T-T , rIyf1i-r`I_r1r'rt 'rr`1r`r'rtr' r`I"r`rrtr'rr`I"r`rrtr'r-t`I" r`r r� r+.�.iXr�i t t.•-.iX r� r�.�-.-ti rrt`I ' 'lir-rtr' / rT`r'rt`I"I / 'I r`I-`LL Ti LL li t�t� r`11L_ _1 , `�`r`r`r'r`r`n"r r`r`r'r`r`n�r`r `r'rY71"r`r`r`r'r`r`n-r`r`r`r'r `r`n `T`T'.T' / 'T`rl"I'T / "l'7`r`T'r' / h-r'7YT'iIN3T'7IT YT'�1-IY'T'TITYq ­ -,X j-�,X,s -rX.s -,Xr+ 18 X 1 Lr711`i �yl`i l r7 i i I �ii`iJ LI-�1i ii iLl'i' LL'1'1�i�i 'n-r`I-'1'-rl`40"-J rin r1-r1"rI"`i`I-`I-`rl Ir'l'T r1 1'T H-f�l'rl' rTI'r'�'T rT'-f�-IYTT H T'"Ti q 1'r T' H'T'T4r `T'-I"Trrl`r'Z`1 -1-'Tr 'Trn`T'-1`r'-I"Trn`r ago I o`o r`1 rl `I' f7" f`I 1' t`I`f'1' I `lyr`I`i�1' r`I 7yi`I`f�l' l�I 7y \ rr' I`T`1`t r r rt r r-rrlirl,r-'r- t`I"I `rrt r'r l"I`r` o ; o `r-1"irn`r1 1"irn`r1`T 1 Tm,h-r'-1"Trn,r1`r-1"irn \ `r1 I�'1`r-1 `r'-I"Trn I "i`T`T7'r'T n"11`T7 'T'rr 'T'n-'T `T`r' 'T n , rr'r-t`rr`r 'T-f`I"f`rrtr' r`1"r`rrtr'rr`I"r`r'rr'r'rt`I" r`f r y.�. ,X,�11� �.�.iXr �.�,�, U , T`r'T`r'r`r71 `r`r'r`r71`T`_ `r'r`r71"r`_r`(`r'T`r`n-T`_I- T`I-1 1 r'r t` I-`r'rt r' rt r'r f-I"I I ljll I`li 1_� I I 1 1 T1 L� 1 1 -,X s "��,X� -,X `T'TrT' T`n"l`r -1`f LT'T'r'T`n`7'T'1`r'r' ITr'T'TIT T q�I 'T'T 'T T-�'r`ITr'T'T4 T-� ' r�1l�l L I I L I 1 7fL�l I �iLLI r111�1 �. .•,Xr1 h-" Xr ".-._ rI�-,- ,Al � NEW PORCH I j 1__ I 1 1 L 1 (_ r`I1 I I I I lj I I �1 r`I-' �1 ,� 1 I 'r'I-`T`I-`I`rl"(`I'-rl�yrl"r-IJ'r-IiIJ'rl"r`lir lityrl"r`lyrl"'lirl � IT'1'T r_�-f�1 1'T - IT`I r_T-��_,T'l'T r�_-f�_IT'l'T r�_-r�_IT`1'T r_�-��_ iT'� ' '�t I�iT' 111 '�' ' T r�'T'rl'`II`I�i`IJIfTlrlrr`IT i`I`IlTlrl�!r I-r T`Iy11TlI�r'rT`r rr`Ir'�rI`!IirJ(ly r r f`Irl�r'rT`T � W/SLIDING GLASS ENCLOSURE i `r-1-Trn,h 1-Trn'h r- Trnjrl`T�1�Trnrrl`1' l lTrnirl`T J1�Trnir-1 I"rr r 1'7-77—71'n"T'1`r`i"rf'T'T`1'1`r-1"TT "T`r'T`rr-`r'TT"I`r'T rr'T'n-n'r T'riT Yn`T`r`rr` 'n-T`TyT`T`r`T --- ---------- - -- ------- --------- -rte r-�t`Irt` - --------- - r` I'' r-rT - -------- - r'r�f�ff ri``f'1 f`I�f`i�fT�1�T=rsi"f rtr'' ---- .. r' X,� r��iiiL_ ________ i '_ . 1_ . '_ ..`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