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Home My WebLink About49772-Z Of Solo/ Town of Southold * P.O. Box 1179 ig 53095 Main Rd °Zya' Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45776 Date: 11/20/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 165 Rogers Rd Southold,NY 11971 Sec/Block/Lot: 66.-2-22 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 09/22/2023 Pursuant to which Building Permit No. 49772 and dated: 09/22/2023 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including deck and outdoor shower, to existing single family with 3 bedrooms as applied for. The certificate is issued to: William O'Hara,Karen O'Hara Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 49772 11/13/2024 PLUMBERS CERTIFICATION: RF Plumbing&Heating 07/31/2024 Au o yzeSignature SUFFntK TOWN OF SOUTHOLD �oo� copy, BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • 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#: 49772 Date: 9/22/2023 Permission is-hereby granted to: O'Hara, William 266 E 66th St#2G New York, NY 10066 To: construct additions and alterations to existing single-family dwelling as applied for. r At premises located at: 165 Rogers.Rd, Southold SCTM # 473889 - Sec/Block/Lot# 66.-2-22 Pursuant to application dated . 9/22/2023 and approved by the Building Inspector. To expire on 3/2312026. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $501.60 CO-ADDITION TO DWELLING $50.00 Total: $551.60 Bui ding Inspector OF SO�r�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q Jamesh -southoldtownny.gov Southold,NY 1 1 97 1-0959 Q�yCOW TV,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Address: 165 Rogers Road city,Southold st: New York zip: 11971 Building Permit#: 49772 Section: 66 Block: 2 Lot: 22 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Peconic Power System: Electrician: Robert License No: ME-45056 SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat Duplec Recpt 39 Ceiling Fixtures 7 Bath Exhaust Fan 1 Service 3 ph Hot Water tanklec, GFCI Recpt 4 Wall Fixtures 7 Smoke Detectors 4 Main Panel 200a A/C Condenser 2 Single Recpt Recessed Fixtures 30 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Ceiling Fan Combo Smoke/CO 3 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 27 4'LED Exit Fixtures Sump Pump Other Equipment: 1 240v outdoor heater, 2 step lights,1 kegarator Notes: TWO STORY RENO Inspector Signature: V&tA--- Date: November 13, 2024 165 rogers rd . Town Full Annex +�.. Telephone(631)765-1802 54375 Main Road, r .;i Fax(631)765-9502 P.O.Box.1179 Southold,NY'11971-0959 �' BUILDING DEPARTMENT �n TOWN OF SOUTHOLD OCT 2 4 2024 1 IC.ERTIFI-CATI.0N Dale: �J 1� c�4 r 2_� 'Building Permit No. )4 Q '1 1, Owner•. (Please print) 1lL C—. +(Please-print)� ,I certifyihat the solder used in-the water supply system-contains less.than 2/10 of 1%0 lead. • (Flambe Signature) Sworn,to before me this c.3 day of ( C Notary Public,- -'� LORETTA LAMB Notary Public,State of New York #01 LA6179883 - Qualified InSuffolk County Term Expires December 31,20 G� laF SOUTyO� -- 6� # # TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL MARKS: aw 4"1 w , Q("4-v/ DATE '?�0'Y INSPECTOR OF SOGIy�� # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 qjjq--k,---INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] OUNpATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL 7MA K 0 � ry DATE �" 'yD INSPECTOR -- pF SOUT ( eG� A"�-�cys ILr # # . TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION ' [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ . ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE.& CHIMNEY [ ] FIRE SAFETY INSPECTION . FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: '�'"V ° ,�`r�, y . 17 DATE INSPECTOR OE SOUIyo� f # TOWN OF SOUTHOLD BUILDING DEPT. `yco 631-765-1802 q�jji,,,---INSPECTION [ ] FOUNDATION 1 ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: f� u DATE INSPECTOR 0f SOUIyO� # # TOWN OF SOUTHOLD BUILDING DEPT. IOU rm,��'i� 631-765-1802 -y1NSPECTION [ ] FOUNDATION 1ST/REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND #ULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY - [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION, [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Qoolv' 1VIP4 ea On CC - PA . be-1 b DATE INSPECTOR*v SOUTyoID �l zNF D T SOUTHOLD'�IJILDIN PT. 631-765-1802 INSPECTION ' [ ] FOUNDATION-1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] 'FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [° ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION . [ ] PRE C/O [ ] RENTAL REMARKS: Two Sjury l7oo y�� o G DATE ql95LVY . INSPECTOR 60* Rocket Insulation,LLC(367) Job Number: 6641996 40 Haynes Court RONKONKOMA,NY 11779 Insulation Certificate Insulation is Installed in the structure described below as follows: Work Area Item Installed Bags / Sq Feet 8.4'x 200'SC-15100C 1.5MIL Poly 2X6 Exterior Walls BASF Walltite Max Closed-Cell 2"R-14.80 2X4 Exterior Walls BASF Walltite Max Closed-Cell 2.84"R-21.00 Attic Gable Walls BASF Walltite Max Closed-Cell 2.84"R-21.00 2x6 Closed Slope Ceiling BASF Walltite Max Closed-Cell 5.35"R-38.00 Attic Roof Rafters BASF Walltite Max Closed-Cell 7"R-49.70 Foam Seal Door And Windows CF812 Foam Sealant Fire Caulking Intumescent 814,Rockwool FS-ONE Max Firestop Sealant(20 oz.Foil) 2X6-Exterior Walls R-13 15"x 93"--Unfaced-Wood Framing Fiberglass blow has no settling factor for R-values Job Name: 165 Rogers Road Southold,NY 11971 Job Address: 165 Rogers Road SOUTHOLD,NY 11971 Date.Completed: -rot,0 Insulation By: I 0 CT 3 0 2024 S►alldlrteg Department Town of Southold � 4 . p r - _ a lot ,x'} t jkR ;� Mr '6� r`^� "ty, �• (j: -•� fi,<+t[,e .,. l� l+ >.+,.'�/��, -�'�'i. tr�� R'�" ��6v., s �� t�''��fl.`��. �a��}�4 � '•��. Vie. �'.: a. � i� ♦�f. ': .��siF'� �'AEy4"zC:�"C" � � �,Yi.ti + 1"� �,J w .'�+� 1� -.\� ,, '� I t '` �. '�"�= w �3"+mil Y �si'',. 7,.0.'1"•'13 � ��'r'j � a�� - ,�.�+ } ,, yf a► s' C } �.Y f" S t J A y b 5 R r I rco - (n t Lai Mill� Hill OC -� I f` ?c r �:L s j b LL1 - a � a W F y 1—'Jaa raq Z� r Sa a Q 6 i}rr C'; ' oar€Yak Yr7j c G r Bunch, Connie From: Heidtmann &Sons <info@gfhbuild.com> Sent: Tuesday, November 5, 2024 12:15 PM To: Bunch, Connie Subject: Fwd:49772 165 Rogers Rd Attachments: Breaker Panel-1 jpg; Breaker Panel-2 jpg Good afternoon, Connie Can you please forward these photos to the Electrical Inspector (James) for 165 Rogers Road, Southold? I sent them to Sue-but believe I may have missed her before she left yesterday. Thank you very much, Loretta Heidtmann &Sons, Inc. P.O.Sox 932 Cutchogue,NY 11935 V (631)734-7484 phone (631)734-5943 fax NOTICE:This e-mail and any attachments may contain confidential and proprietary information of the Heidtmann&Sons Inc.and may be legally privileged.This e-mail is intended solely for the addressee.If you are not the addressee,dissemination,copying or other use of this e-mail or any of its content is strictly prohibited and may be unlawful. If you are not the intended recipient please inform the sender immediately and destroy the e-mail and any copies.Any views expressed in this message are those of the individual sender.No contract may be construed by this e-mail.Please advise immediately if you or your employer do not consent to Internet email for messages of this kind ---------- Forwarded message--------- From: Pontino,Susan<susan.pontino@town.southold.ny.us> Date: Mon,4 Nov 2024 at 12:44 Subject:49772 165 Rogers Rd To: Heidtmann &Sons<info@gfhbuild.com> Hi Loretta, The one picture of the breaker you sent over for James isn't good. He needs to see the whole panel to show that it is from that particular house. The picture sent could be from anywhere he said....thank you. WtovX, 9� i OZ 5! L—NMI 40 � .� ti 40 15 r} , 25. D n TYPEHOM rrre HOM' -- _ 7 HOAR nPo M. 120f210 V- curu smsc wlaE 1202�0 Y, a.AbWo-AVCu o-cu i '2Pok TypeQP I ®�' No O CS�iID J Interruptrng Rating ' co U p i { 1 MAXAMSSYM-WS ® t ISSIENp rfOC M&TYPE 10.000120240V•V CS6.I i, _ I t �3310 ssuElro , tucR TM,ao°c ,� , „,� ® ►uCR rr I f r () ®L-53r.&ir. �SUE�� CARR 1 i SIEMENS yes. 1 { - - 1 • r ,0 *0, /- 2� k 0 # TOWN OF SOUTHOLD BUILDING DEPT. 631 -765-1802 IN PECTION [ ] FOUNDATION 1ST / REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ) FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ) ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ) CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Too., 6{vr q 1100 CO✓ d e K ,5 0 -44 �0 ACT _Y DATE INSPECTOR a �N bl' Ak : J - lij� Li M1 n n tS V L� I �) NOV - 6 2024 _.; } Building€epart,m,-- • , r t y • 8�3yy818 ,. . p� ®oeft s• --- do OdTjLualulMOd z [ELD INSPECTION REPORT DATE COMMErNTS Le - -- - -- 1-- -- NC! Q FOUNDATION (1ST) ------------------------------------ FOUNDATION (2ND)- I Nvc4k_ VM t ax - o - _ A_�_Vly ROUGH FRAMING& ----— O PLUMBING -- - -- Vill INSULATION PER N.Y.STATE ENERGY CODE .- Oyu f FINAL -- -- - - ADDITIONAL COMMENTS o Z � ,2 _ nn ern de, �h - -- - 60 `"1 z e b 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 https•//www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only D PERMIT NO. Building Inspector: �Q . Applications and.forms must be fiNed out in their,'entiretT Incomplete ,: T�, applications will not b'e accepi, Where the Apphcant;is not'th' owner;an ��'1�.DF1'ty 'fir'7° Uwner'sAuthor�zatwn form(Page 2)sh;aH be completed TORN OF' SO ,. Date:08/29/22 OWNER(S) OF PROPERTY Name:Karen O'Hara SCTM# 1000-66-2-22 Project Address:165 Rogers Road Southold NY 11971 Phone#:917-804-8005 Email:karenpedlow@me.com Mailing Address:165 Rogers Road Southold NY 11971 CONTACERSO T P N. Name:Michelle Sara bia AMP Architecture Mailing Address: l Mattituck NY 11952 Phone#:631-603-9092 Email::M:arabia@amparchitect.com DESIGN°PROFESSIONAL INFORMATION r' Y Name:Anthony Portillo AMP Architecture MailingAddressr-+M ~ Mattituck,NY 11952 Phone#:631-603-9092 Email:aportillo@amparchitect.com . CONTRACTOR hNFORIVIATION': r. Name: Mailing Address: Phone#: Email: .'13ESMIRT101 PROPOSED CONSTRUCTION - - ❑New Structure 5/Addition Alteration ❑Repair ❑Demolition Estimated Cost of Project: L•IOther----- - - -- Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION FC- of se of property: SArgCC FaMi)q V-eSJdffi Intended use of property:Sil�u Farnill ee- icfm se district in which premises is situated: Are there any covenantts/ands restrictions with respect to t (r 1. INC this property? ❑Yes GAo IF YES,PROVIDE A COPY. Box After Reading: The owner/contractor/design professional is responilble for all drainage and storm water Imes as provided by hapter 23fi the Town code.APPLICATION 15 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,Now York and other applicable Laws,ordinances or Regulations,for the conMuction of buildings, additions,aheradons or for removal or demolition as herein described.The applicant agrees to comply with all apoca le lanL w,,ordinances,statements made re buildin housing code and regulations and to admit authorized Inspectors on Premises and In building(s)for necessary lnspectlo punishable as a Class A misdemeanor pursuant to Section 210.AS of the New York State Penal Law. - Application Submitted By(prim ame): (fir C u %- -'-I9Authorized Agent OOwner Signature of Applicant: Date: g/ 3 STATE OF NEW YORK) COUNTY OF " �.(�,�� f C, S� - being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above nar4d, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her owledge and belief-and that the work will be performed in the manner set forth in the application file therewlth. BARBARA H.TANDY Sworn before me this Notary Public,State Of New York No. 01 TA6086001 Qualified In Suffolk County 30 day of ` 4 .20aa Commission Expires 01/13/20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) 1 �V� �� t ► " - residing at I `p (do hereby authorize AMP ARCHITECTURE to apply on my be If to thelov4 of Southold Building Department for approval as described herein. ]A v- 2--Z wner's Signature ate en d VIA- Print Owner's Name 2 ®SVFFQec_ BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 y�01 �a Telephone (631) 765-1802 - FAX (631) 765-9502 iameshCc�southoldtownnygov- sea ndCcDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 311 / y Company Name: Electrician's Name: License No.: Ma- gTos-K Elec. email: Elec. Phone No: S/ - y1 - / ❑I request an email copy of Certificate of Compliance Elec. Address.: .126 /jv,r ti 4(f 35 JOB SITE INFORMATION (All Information Required) Name: p './�,e Address: Cross Street: ©f Ad Phone No.: ( 31- 77 y- y �/ BIdg:Permit#: . gg7-7,�, email: Tax Map District: 1000 Section: 49dv Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): p`e-ADcicti4on of Square Footage: /800 Circle All That Apply: Is job ready for inspection?: YES❑ NO L❑F(ough In ❑ Final % Do you need a Temp Certificate?: ❑ YES �O Issued On r Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fife Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 0 1 2 H Frame Pole Work done on Service? Y N Additional Information: �( a; PAYMENT DUE WITH APPLICATION "1 MAR 1 2024 ��owiil 'a?i 10VIrd'."I� 4fFp BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 v� Southold, New York 11971-0959 4,, Telephone (631) 765-1802 - FAX (631) 765-9502 iamesh5-southoldtownn�gov seand a(�southvldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION , ELECTRICIAN INFORMATION (All Information Required) Date: 3J /� y Company Name: Electrician's Name: Sw«w✓L- License No.: AA C_ &I3-6 Elec. email: Elec. Phone No: /- yi _ / ❑1 request an email copy of Certificate of Compliance Elec. Address.: 126 JOB SITE INFORMATION (All Information Required) Name: Address: �� %S r�'c� �� i ,� -7 Cross Street: p d Phone No.: 3/- -771-/- y aq Bldg.Permit#: qq 7-7,, email: Tax Map District: 1000 Section: kv Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): �1�notiLti`z.G� B,�F•• Si�S�t �w..,,,i� `.L�� Square Footage. 77. i 8°o Circle All That Apply: Is job ready for inspection?: YES ❑ NO �ough In ❑ Final Do you need a Temp Certificate?: ❑ ;YES . O Issued On ` ' Temp Information: (All information required) - Service Size❑1 Ph'73 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 0 1 F712 M H Frame Pole Work done on Service? Y N Additional Information: DD PAYMENT DUE WITH APPLICATION �+ �I �� `� MAR 1 2024 �. PERMIT 9 Address' Switches C2`7 Outlets 39 GFJ's Surface 7 Sconces HH's 0 .(3� UC Lts ty- Fans Fridge HW Exhaust Oven W/D I Smokes ! DW Mini -arbon Micro Generator -ombo 3 Cooktop Transfer �C A a Hood Service Amps Have Usec -pedal QOO AM .omments � Y cc.x - 0 I a r A M P Arch I le C l u re Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(516)214-0160 Design + Build O'Hara Residence J IECROIVR M 1 o Rogers Road '� n� g Sou"dm Y 11 1 SEP 7 2023 - m a it Date: 09/05/23 BUILDING DEFT. Plan Examiner, The above reference project has been Amended from its original permit approval. Scope of work has been reduced to smaller additions in the front and back of the house along with interior renovation. Please feel free to contact our office if you have any additional questions. Regards, Mathew Smith, RA LEED AP Design Director A M P Architecture Design + Build Office: 631-603-9092 www.amparchitect.com Page 1 of 1 4,-1 q a A M P Arch i t e ct u re Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build _ _ • _�_ V _._ __- .; [D Sepetember 10th, 2024 SEP ?024 TO: Southold Building Department LL 4 s 54375 NY-25, Southold, NY 11971 Tf WIj•.)y SOU H01,-„ O'Hara Residence: 165 Rogers Road, Southold, NY 11971 SCTM#1000-66-2-22 Accompanying this Narrative are revised drawings to clarify the scope of work that has been completed, as well as an 18'x20' proposed rear deck. Revised sheets include the following: G-001.01—Updated site plan with new additions and proposed frame deck. Updated project scope, building setback chart, lot coverage chart, labeling and hatch key. A-102.01—Updated Foundation Plan with new proposed frame deck structural components. A-103.01—Updated First Floor Plan with the following plan modifications. Modified mudroom with powder room & reorientation of laundry machines. Covered frame stoop at rear entry. Bedroom @ previously proposed den w/updated egress windows, light&vent calculations. Proposed 18'x20' frame deck at frame stoop. A-104.01—Updated second floor plan with the following modifications. Existing den at previously proposed bedroom 3.Window'J' updated. A-201.01—Updated elevations with modified window schedule and proposed rear frame deck at kitchen. A-202.01—Updated elevations with modified window schedule, covered rear frame stoop, and proposed rear frame deck at kitchen. A-301.01—Added Detail#8 for 2"d Type of Deck footing. P-101.01—Updated plumbing riser diagram with existing powder room. All Revisions have been clouded on the plans for clarity. Please feel free to contact our office if you have any further questions. Thank you, Anthony Portillo, RA, LEED AP Principal I AMP Architecture, PLLC Page 1 of 1 n� OF D1^IELL I NO w/ C� PURL I G WATER PON . ^7 DNrL L / ss a ArriE ' T' PURLIG E WT `' � o4 0 - - - / Rp � �o�` 3` r w a J / O (Lu M E lk 0 omm E M I T 4t'o 5& 5 5 6 -6 ........ ..... MMEr I'm" I I u v 0 O cm ZO I / / r.,,•...*,„y,.>. '�, }_5 -r.... .q++..+rnw'•9y.'^'^..w, .-,n ,,,t K ....._ o- i'- w FRO E�T 5�0FE : 66 E5 , _ _.. ...w •� � N -- ' y? C x - - - - 4.OA(c) roA co 1' `• +'� 4b ' J 'tom' i- O r AMENDMENT TO PERMIT #48556 Bt C No o � - NEW ADDITION TO REAR OF HOME W/ CRAWL SPACE a o a / EXIST. 5'-HIGH - NEW ADDITION AT FRONT OF HOME STOGK�4DE I - NEW SHED DORMER I N ROOF WITH NEW PORCH STRUCTURE 066 I / � FENCE - NEW REAR DECK I$ RELOCATED OUTDOOR SHOWER �° SUBJECT PROPERTY a ,, SITE PLAN HATCH KEY: / - NEW REAR COVERED STOOP F '� `�� ''� `� �" affi EXIST. BUILDING ADDITION ( / - NEW EC RESS WINDOW 4 WELL AT BASEMENT 1° EXIST. 2ND STORY DORMER I / I - MOVI NC BEDROOM FROM FIRST TO SECOND FL. EXIST. 4'-HIGH lb PROPOSED DECK I � .�• ",, ��.:W�,_ � ". , ,A.,S � FENCE I I EXIST. 6 DHEI GHI 3p: 0, FENCE to SITE LAYOUT NOTES: �z • m-I- h `�� ~ �vl � `� +� g•s ah ' I. THIS IS AN ARCHITECT'S SITE'. PLAN 4 IS I - PROJECT / ZONING DATA SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION 1 ® C� TAX MAP # 1000-66-2-22 Tra J3 �A REPRESENTED ON THIS SITE PLAN 15 TO THE I I �O R Y,4�D SETBA� ( ZONING DISTRICT R-40 NO ARCHITECT'S BEST OF KNOWLEDGE. I h I"_ .- ._ 2. SURVEY INFORMATION WAS OBTAINED I � I - - LOT AREA 0.4 ACRES FROM A SURVEY DATED MAY, 5 2015 AND L.00A71 ON MAP QD PREPARED BY: 1 < II GOFO - FOUNDATION NO. Z-17a65 \ � I � I � I SCALE: NITS KENNETH M. WOYGHUK COFM- MILY 1 LAND SURVEYING, PLLG FRO GVRDPORCH, EAR PO BOX 155 WOOD DECK, OUT SHOWER, SHED NO. 37554 K AOUEBOGUE, N.Y. II131 \ I YJJ W/ WASHER/DRYER ET TELEPHONE: (631) 2q5 1555 / / FEMA FLOOD ZONE X PROJECT LOCATION & SCOPE I I } I EXISTING EXISTING LLL ' HABITABLE &Ross SITE PLAN & ZONING DATA I � SPACE AREA I / I I BASEMENT AREA Y / I *NOT COUNTED IN 250-207 (A)(1) O S.F. IOgq S.F.71 w / , I -OO2 •QQ GENERAL NOTES o FIRST FLOOR AREA 10g1 S.F. logo S.F. ENERGY TABLE a. DWELL I NC w/ / I ( SECOND FLOOR AREA 760A S.F. 760.q S.F. STRUCTURAL DESIGN CHARTS 0 PUBLIC HATER - " / PROP.' ' Lu PROP. i AREA TOTALS 1,85q.q S.F. 2 g595A S.F. z / 5.3 X3.8 I STORY , C�-OO� .00 HOLDOWN, ANCHOR BOLT, _ GVRD ADDITION PROPOSED PROPOSED STRAPPING, & NAILING DETAILS STOOP / I I DWELLING W/ HABITABLE GROSS o GHIM. \_ I PUBLIC WATER SPACE AREA FASTENING SCHEDULE g / I PROPOSED ® I BASEMENT COUNTED N 280-207 A I O S.F. IOgq S.F. L o OO I C�-004.00 FRAMING GRAPHICS 00 z FIRST FLOOR AREA 151IA S.F. 1511.q s.F. BEAM CONNECTION PATTERNS � .j ® I I SECOND FLOOR AREA 76o.q S.F. 76o.q S.F. FIREBLOCKING DETAILS W LLJ a 10.8 I O g AREA TOTALS 2,072.8 S.F. 3,178 1. S.F. .00 PROPOSED DEMOLITION PLANS Z y z m S R OR MER SOU HOLD TOWN CODE 250-207 (A)(1) w o z uJ 2ND FLOOR _ EXIST. - -- - z I Z EXIST. I I$ .0 - I LOT SIZE / AREA IN �' a (V �� PROPANE 10,000. 6,600. ALLOW- TOTAL a o � 1 � DWELLNG � N 8.4� I CYLINDERS S.F.EXCESS OF 10,000 O S.F. O S.F. ABLE &FA GFA A- 102 .0 PROPOSED FOUNDATION PLAN 14.0' (b) LOTS CONTAINING UP TO 3, . 20,000 S.F. MAX.MA I Lii Q - I I ( ALLOWABLE S.F. / f- C II Q G D I PLUS 12.590 OF 2,100.0 825.0 2,072.8 - O�J.0 PROPOSED FIRST FLOOR PLAN o 0 0 2,g25.0 S.F. EXCESS LOT AREA S.F. S.F. S.F. OVER 10,000 S.F. PROJECT: I 2 -7 2 .7' 1 - 7. ' F4o' RONT YARD � I I _ SET�AGK // I ZONING REGULATIONS MAIN BUILDING PROP. 104.0 � EXISTING SECOND FLOOR PLAN O�HARA I PROP. STONE W?�LK Q � SOUTHOLD TOWN GODS 280-124B ADDITION I i O EXIST. PROPOSED COMPLIES MIN. FRONT YARD 40.0' 41.0' 40.11 YES - 10� •00 PROPOSED ROOF PLAN 165 ROGERS ROAD J I , L a - - - " O MIN. SIDE YARD 15.0' lob, lob, NO EXIST. SOUTHOLD, NY 11971 I / o NO MIN. COMBINED 35.0' 33.5' 33.5' NO EXIST. II X = L1 ® I 51 DE YARDS I-- } I - -2O •Q PROPOSED EXTERIOR ELEVATIONS DRAWING TITLE: 1J I - I MIN. REAR YARD 50.0' 100.5' 82.q' YES Q I PROJECT LOCATION & SCOPE MAXIMUM HEIGHT 35.0' 27.0' 271=1 .:_ L -YES SITE PLAN & ZONING DATA I u � I LOT CO\/ERACE A-202 .0I PROPOSED EXTERIOR ELEVATIONS I �I I - - - I-j _ SOUTHOLD TOWN CODE 280-1248 • I 30.00 I/ I PAGE.DESCRIPTION (FOOTPRINT) AREA LOT E COVRAGE A-501 •0I BUILDING SECTIONS G-001m0l N2q°3q'2C.�"W I I00• // TOTAL LOT AREA I6,600.0 S.F. DESIGN DETAILS EXISTING HOUSE I,Ogq.O S.F. 6.690 / I / / EXISTING PORCH 152.0 S.F. O.g90 DESIGN DETAILS DATE: 09/05/23 1 OF 15 i / I / PROPOSED OUTDOOR SHOWER 36.0 S.F. 0.2% PROP COVERED STOOP Iq.7 S.F. 0.1% I PROPOSED ADDITION 204.8/ 1.2% f-� .�,tta 1�- ( •Q I DWV/ WATER SUPPLY RISER / X � � 4.,�1 fir• •. f,n PROPOSED REAR DECK 360.0 S.F. 2.290 TOTAL AREA OF ALL STRUCTURES 1571.5 S.F. 11.5%171 / / MAXIMUM LOT COVERAGE ALLOWED: 2090 - , EXIST. E- I 0 I .00 PROPOSED LIGHTING PLANS IMPERVIOUS SURFACES < 8" FROM GRADE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - POLE EXISTING ASPHALT DRIVEWAY 612.0 S.F. 3.7% EXIST. OYERHEA�D ELECTRIC WIRES � PROPOSED STONE WALKWAYS 353.0 S.F. 2.190 PLAN`� i 57RU TURES <8'/FROM GRADE TOTAL LOT COERAOE ING II - I 2836.5 S.F. 17.196 5 I TE P SCALE: 1 - 10-O'I EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT i WOOD FRAME (L.G. 5TL. Q WHEN APPLICABLE) EXISTING TO REMAIN NEW WOOD FRAME (L.G. NEW FOUNDATION WALL _ J 5TL. WHEN APPLICABLE) cu \I _ _ J c'J NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL �J _ _ - _ - - - - --- _ _ --- -� p � WOOD FRAME (L.G. 5TL. ® POST FOR 4 WALLS I - - - p - - - WHEN APPLICABLE) (MIN. (2) 2 xb STRUCTURAL I I - ' O POST FOR 6 WALLS), U.O.N. iv = } 0 WOOD FRAME (L GTSTDL. I i - _ - - _ - - = O N Qo z O WHEN APPLICABLE) I NEW(2)2"XIO"P.T.DROPPED BEA a _ � I LO (BOLTED TO POSTS) •(o r- _ I 2 x � (V <cl 2< D O p �OmFLOOR PLAN NOTES $N Q $- I I z D_® ;,, J NO � Lo DOOR NOTE: NEW LAUNDRY ROOM: Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O4 I. NEW WASH /DRY HOOK UP 20-,11 I 6'-6" b'-by2" 6'-6" Q O �- ON PLANS BY JELD-WEN (OR EQUAL). 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s - - - 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT w/SIZE OF EQUIP. 5'-O" ON PLANS BY 'ANDERSEN' (OR EQUAL). 3.PROVIDE HOOK UPS AS REO'S PER MANU. `p - - - - 3.NOTE DOES NOT INDICATE EACH NEW DOOR - - - - - - ; - - - - LNE (3)(BOLTED TO POST AM PROPOSED;SEE DESIONATION5 4 DOOR SCHEDULE. 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR DRYER EXHAUST NOTE: •• " ' - - tl • Q 0 cv L WALLS,U.O.N. 4'- - - - - I. DUCT SHALL TERMINATE TO EXTERIOR �2 -°� i - D 5. INSTALL AS PER MANU SPEG.'s 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY I i0 - - - - t7 6.PROVIDE (2) 2"xl0" HDR., U.O.N. OPENINGS •7. SEE PAGE 6-005 FOR ALL OTHER FRAMING z tL ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 3.DUCT SIZE AS PER MANU. 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER 12 PROP. 12 W�3 2"xIO"P.T.DROPPED BEAM- STAIR 4 RAILING NOTE: 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN =_- - ( I ? CRAWL SPACE = (BOLTED TO POSTS) _ - O I. ALL NEW STAIRS SHALL HAVE MAX. 8-I/4" RI 4 MIN. 10" CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO _ - _ _ - IL I'►8 S.F. CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM _ O Q Tr - RISERS SHALL BE CLOSED /1 SHALL BE LIMITED TO SINGLE LEN6THs, NOT TO _ _ _ x O -UNFINISHED- UNDER-FLOOR W 2. 6REATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL x? N O EXCEED 8 FEET AND SHALL BE LISTED AND LABELED i - tV= -UNHEATED- NOT EXCEED THE SMALLEST BY MORE THAN N Q ry N VENTILATION ��• IN ACCORDANCE WITH UL 2158A. - - - - °• LJJ 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6-8'. EXHAUSTDUCTS X �'� . . _ ® FLOOR d) -?V _6 METAL w/SMOOTH INTERIOR(SURFACES WIHI JOINTS AREA iV Q, 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: z ® NEW ( 2"xl0" P.T. DROPP BEAM 1'18 S.F. O • 4.1. BETWEEN CLEAR HE16HT 4 HANDRAILS: 36" MIN. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST ��D 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL (BOLTED TO POSTS) d a to 90 RE0. S.F. PROV D z p_® Ln 5. HANDRAILS SHALL BEIPROVIDED OL5 ON N 07 LESS THAN 1N SCREWS 4-^I/2 VENT �. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER -v (2) 2"X8 P.T. 1.2 S.F. L8 S.F. r 1 ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR LOCATION TO THE WALL OR ROOF TERMINATION. THE HDR. REO D \.J OR MORE RISERS, AND WHERE SHOWN ON PLANS. MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 - - - - - - - - - - - - - - - - -- - - b. GUARDRAILS SHALL. BE PROVIDED FOR OPEN-SIDED FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° © - WALKING SURFACES LOCATED MORE THAN 50" ABOVE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES �� / �� / FINISHED FLOOR OR GRADE, 4 WHERE 5HOWN ON PLANS. NOT INCLUDE THE TRANSITION DUCT. -1. 42" HIGH GUARDRAIL 4 SPINDLE SPACING NOT TO (12)RI t 8" N W 3'xV ACCESS HATCH ALLOW PA55A&E OF A 4" 4) SPHERE;Be- HIGH =ry cV (11J r t ,5"U TO CRAWL SPACE ® LOCATION OIL TANK A-401 W HANDRAIL 4 SPINDL.E SPACING NOT TO ALLOW NEW PLUMBING FIXTURES: � 3 OF EXIST. BILGO DOORS PASSAGE OF A 4" 0 SPHERE. O5 ALL NEW PLUMBIN6 FIXTURES TO COMPLY WITH PG 405. ' am 8. 6RIPPABLE RAIL AS PER CODE. SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. � Q q. RAILING TO BE WOOD. 2 X WINDOW NOTE: O SMOKE DETECTOR / GO DETECTOR NOTES: 71 I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN 6 1. CONTRACTOR SHALL PROVIDE CODE COMPLIANT ( a fJ O CASEMENT DOUBLE-HUNG OR GLIDING (AS NOTED). - - � -� O SMOKE /CARBON MONOXIDE COMBINATION DETECTOR z EXIST. MEGH. HW INSTALL AS PER MANU. SPEC.'S. HARD WIRED TO EACH OTHER w/BATTERY BACKUP. ( EXIST. �� CP TO REMAIN 1 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES BASEMENT -� x6-PPED ` SEE DESIGNATIONS 4 WINDOW SCHEDULE. SHALL NOT BE REOUIRED WHERE EXISTING ALARMS _ _ �� L ARE NOT INTERCONNECTED, A5 PER NYS R314.4. 4"xb" DROPPED rn - -� -UNFINISHED- 3. FOR SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS EXIST. 2"x8" F.J. -UNHEATED- AND DOORS" ON PAGE 6-002. 3. PROVIDE SMOKE/ CO DETECTORS AS INDICATED,AND I Q X PER GENERAL ELECTRICAL NOTES ON PAGE G-002. 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. I ® � EXIST. B 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH 4.SMOKE / CO DETECTORS TO MAINTAIN 3' MIN. -1 0 Q ELECTRIC 6.IN GENERAL,TEMP. 6L. SHALL BE PROVIDED: HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS - 6.1. FOR ALL SKYLIGHTS 4 OPERABLE PANELS OF 4 OPENINGS TO BATHROOMS w/SHOWER OR TUB. n Q Q 0 PANEL SWINGING, SLIDING, 4 BIFOLD DOORS 5. INSTALL ALL AS PER MANU. SPEG.'s c I- 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR � I x -- - Y 6.2. WITHIN 18" OF F.F. � x - Q � 6.3. WITHIN 24" OF` A DOOR IN COMPLIANCE WITH LOCAL CODE K u cV I o 6.4. WITHIN STAIRWAYS 4 WITHIN 56" OF A LANDING m x a 6.5. WITHIN TUB/SHOWER ENCLOSURES O EGRESS WINDOW WELL: AIR _ 0 6.6. SEE ALSO GENERAL NOTES ON PASE 6-002 PROVIDE NEW E&RE5S WINDOW WELL 4 COVER BY v EXIST. 2"x8" F.J. HANDLER a 1. 5EE PAGE 6-003 FOR FRAMING ELEMENTS AROUND "ROCKWELL;ELITE SERIES" 66"W.X-12"H. OR EQUIVALENT. F- J WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM INSTALL AS PER MAN. SPECS. d' w ® 16" O.G. dS (2) 2"xIO" HEADER U.O.N. 7 w w Q N 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER NEW FLOOR: Q NYS R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS g , z „ O I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE 4 SGREEW); V LESS THAN 24' ABOVE F.F., THAT ARE MORE THAN -12 SCREW PERIMETER OF SHEATHING 6" O.G. 6 12" O.G. ABOVE GRADE OR THE ADJACENT SURFACE AT THE INTERIOR. (2) 2"x8" DROPPED BUILDING EXTERIOR. - - O 2.NEW FINISHED FLOOR PER H.O. SELECTION EGRESS NOTE: IL -GRAVEL UNDER `n �j EXISTIN6/MODIFIED ID g IN COMPLIANCE WITH NEW YORK STATE BUILDING O PORCH-/MO CODE, SECTION R310.2.9;THE FOLLOWING MEANS OF O NEW 4 x3 ALUM. DOWNSPOUT (TYP.) EGRE55 SHALL BE FOLLOWED: 00 z F- -1I NET CLEAR OPENINS........... 5.'7 S.F. 10 GUTTER HIGH POINT (TYPJ N ® ® I H O NET CLEAR HE16HT............... 24" MINIMUM w NET CLEAR WIDTH................. 20" MINIMUM L -i L J w z Lu II RESERVED - - -- - - - - - - - - - - J O o z UNDER-FLOOR AREA VENTS ? - - - - - - - I I y 2 2 NEW VENT w/ MIN. 15.F. NET VENTILATION OPENING PER v 7'-8" I'-4" - - - - O ti z � O - _ 2020 IRG R408; INSTALL AS PER MANU. SPECS WITHIN 3'-O" OF BUILDING CORNERS x = - - z z ivy - - w 3 K ® Q � v a o HOT WATER PIPING INSULATION: m MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE INSULATED TO AN R-VALUE OF NOT LESS THAN R-3 FOR THE FOLLOWING CONDITIONS PER. 2020 NYS EGG R403.4 4 R403.5: 17-I✓2 I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING I-5y2 I-5y2 H -U 8 FLUIDS >IOS°F OR <55°F (R403.4) 0 o 0 2. PIPING S" AND LARGER IN NOMINAL DIAMETER FROPOSED FOU I ` DA71 O1 `1, PLAN PROJECT: 3. PIPING SERVING MORE THAN (I) DWELLING UNIT 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD I O�� 5. ��O�S �� 6. PIPING LOCATED UNDER. A FLOOR SLAB J J SCALE: I/4" = I'-O" 1. BURIED PIPING 8. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS O'HARA OTHER THAN DEMAND RECIRCULATION SYSTEMS. ADDITION ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEC.'S. *WINDOW FRAMES AND DOOR FRAMES TO BE BLACK* SEE PAGE "G-003" FOR NAILING 4 STRAPPING DETAILS. DOOR SCHEDULE ** SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER 165 ROGERS ROAD ** FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER DOOR MATERIAL SOUTHOLD, NY 11971 TAG DESCRIPTION MANUFACTURER FIRE NOTES WINDOW CHART ( DENOTES TEMPERED GLASS) Q RATING WIDTH HEIGHT 0 J EOREss K DRAWING TITLE: ROUGH OPENING WINDOW DIMENSION CLEAR LIGHT VENTji _ - TA6 TYPE MODEL # OPENING TEMP. PROV. PROV. J WIDTH REO'D: 20" PER PER FIRST FLOOR PROPOSED FOUNDATION PLAN WIDTH HEIGHT WIDTH HEIGHT HEIGHT REO'0:24" UNIT UNIT _- OPEN REQ'D: 5.'1 S.F. STYLE 403 W/ DETAILS TO BE A (2) DOUBLE HUNG 7W2452 2-b 5'-4 2-5 5-4 [� 8.q2 5.10 101 OPTIONAL GRILLES ANDERSEN 3 O b 8 • -FI • SELECTED BY H/O� -- -„ „ „ NARROLINE GLIDER � ! DETAILS TO BE 102 NLGD10065-4 ANDERSEN G-q 6-8 • • SELECTED BY H/O B (2) DOUBLE HUNG TW24310 2-b �' 4-O gT 2-5 4-O 6.37 F3.66 FRENCH QUARTER I� DETAILS TO BE 103 RUSTIGA 2-10 6 8 u G (I) GA5EMENT� C15 2'-0 i" 3'-O 2'-O k 2'-11 4.5 3.q JELD-WEN SELECTED BY H/O PAGE: EXTERIOR DOOR - - -- D (3) DBL. GW255 4'-q" 3'-5 4'-8 3'-4 Q 104 SINGLE SWING 2-2 b-8 • �� GASEMEN7� 12.0 II.I (OR EQUAL) A-102m0l 105 RESERVED E (4) ASEMEN77F 01-4 2'-O E4'-O 2'-O �" 4'-O" 5.q 5.4I i �� F* (2) PICTURE F505 5'-0 5'-O 4'-II 4'-II 2 21.1 O ET T 106 SINGLES • SELECTED BY H/O TWIN 107 SLIDING Lal-oll G (I) GW245 4'-q" 4'-5 4'-8 4'-4 21 20 JELD-WEN CASEMENT' Q (OR EQUAL) DATE: 09/05/23 6 OF 15 i GI (I) CASEMENT' CUSTOM -- 201 INTERIOR SWING JELD-WEN 2'-6" 6'-8" • H (2) DOUBLE HUN',G TW2432 2'-6 �" 3'-4 �" 2'-5 5g" 3'-4 �" 5.Oq 2A4 (OR EQUAL) I (2) CASEMENT� CX135 2'-8" 3'-5 „ 2'-7 " 5'-4 Ell [[� 6.8 6.3 OF'`� / °... CLOSET (OR EQ ) 205 INTERIOR SWING JELD-WEN II'-6" IV CLOSET (OR EQUAL) PICTURE P5050 5'-0 3'-O IL 4'-II " 2'-II j" 6.42 3.62 4{.t „ 10.31 5.75 K (U DOUBLE HUNG TW3046 3-2 � 4-8 � 3-I � 4-8 � [� F - L (I) ( DOUBLE HUNG TW2442 2'-6 �° 4'-4 �„ 2'-5 *g" 4'-4 �„ [� p 0END AL EY : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) Q NEW WOOD FRAME (L.G. NEW FOUNDATION WALLS'-0" 20'-0" uj J co STL. WHEN APPLICABLE) \I NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL v Ej POST FOR 4" WALLS in Q �' N WOOD FRAME (L.G. STL. WHEN APPLICABLE:) (MIN. (2) 2"xb" STRUCTURAL � � POST FOR 6" WALLS), U.O.N. O NEW 2-HR FIRE RATED } CO LWOE D FRAHE A APPLICABLE)STL. 0 Z 0 NATURAL LIGHT 4 VENTILATION NEW UP 3 16 ,7 .cu Y (HABITABLE SPACE) 4 m (2) r ® II" C 2: X :3 CV O O O 4J Q CO FLOOR PLAN NOTES FLOOR AREA 475 S.F. O m r- CV Lo ca DOOR NOTE: NEW LAUNDRY ROOM: S.F. REG. S.F. PROV. 7_3%2' 5.0" 7_3y2 Q a Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O I. NEW WASH /DRY HOOK UP LIGHTING;MIN. 89b ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 2•COORDINATE LAUND. ROOM d DOOR DIM.'s OF FLOOR AREA 38.0 S.F. 83.6 S.F. F* 3 F* 3 w/SIZE OF EQUIP. ON PLANS BY 'ANDERSEN' (OR EQUAL). 3.NOTE DOES NOT INDICATE EACH NEW DOOR 3. PROVIDE HOOK UPS AS REQ'S PER MANU. VENTILATION;MIN. Iq.O S.F. 51.5 S.F. IL(/ n PROPOSED;SEE DESIGNATIONS 4 DOOR SCHEDULE. 4� OF FLOOR AREA - V f 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR (2) q.5" LV HDR. (2) 113 LVL HDR, N E PROP. FRAME DECK WALLS, U.O.N. DRYER EXHAUST NOTE: 5. INSTALL AS PER MANU SPEG.'s I. DUCT SHALL TERMINATE TO EXTERIOR b.PROVIDE (2) 2"xIO" HDR., U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY OPENINGS � 7. SEE PA6E 6-005 FOR ALL OTHER FRAMING E 4.DUCT SHALL ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 3• DUCT SIZE L PER MANU. � J STAIR & RAILING NOTE: 5. T BE EQUIPPED w/ A BAGKDRAFT DAMPER _ WOOD BURNIN T 5RANSITION DUCTS SHALL NOT BE CONGEALED WITHIN - b CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO -1 FIREPLACE O I. ALL NEW STAIRS SHALL HAVE MAX. 8-I/4" RI d MIN. 10" ' ' 3 3 CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM Tr - RISERS SHALL_ BE CLOSED 2'-6" WIDE � � ' z w EXIST. p 0. 2, GREATEST RISER IfEIGHT IN A FLIGHT OF STAIRS SHALL SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO EXCEED 5 FEET AND SHALL BE LISTED AND LABELED OUTDOOR IN !O ADDITION NOT EXCEED THE SMALLEST BY MORE THAN ". IN ACCORDANCE WITH UL 2158A. SHOWER EXIST. U N 205.8 S.F. E _ t , 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6'-8". 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID DOOR CURD � T. SLOPED CEILING- 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS O a • 4.1. BETWEEN CLEAR HEIGHT $ HANDRAILS: 36" MIN. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 4'- IL '-O" m 4 POST N N 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 2-1" MIN. SCREWS 2 TO HDR. E (5) 16" LVL FLUSH HDR. W/(2) " STEEL FLITCH cV 5. HANDRAILS SHALL. BE PROVIDED ON NOT LE55 THAN '7• MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER _ _PLATES; NOLT 12" O.G. UP/DOWN W/�" THRU BOL S (2) 11.8'75 LVL HDR. ` ONE SIDE OF EACH FLIGHT OF STAIRS GONTAININC FOUR LOCATION TO THE WALL OR ROOF TERMINATION. THE - - - - - - - v OR MORE RISERS, AND WHERE SHOWN ON PLANS. MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED FEET FOR EACH 45' BEND AND 5 FEET FOR EACH q0° 103 j 4 O F.ly T'�1 WALKING SURFACES LOCATED MORE THAN 50" ABOVE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES 12) RI L t 8" EXIST. 0 0 TO HDR. FINISHED FLOOR OR GRADE, 4 WHERE 5HOWN ON PLANS. NOT INCLUDE THE TRANSITION DUCT. NEW Dn (12 RI (II) r ® t .5"UP ��T 1~_ • 7. 42" HIGH GUARDRAIL 4 SPINDLE SPACING NOT TO NEW Vxb' EXIST. 2"x8" F.J. ® 8 ALLOW PA55AGE OF A 4 41 SPHERE;56" HIGH i OUT H HANDRAIL t SPINDLE SPACING NOT TO ALLOW NEW PLUMBING FIXTURES: in SHOWER t ® Ib" O.G. J -1 MODIFIED �711 p PASSAGE OF A 4" 0 SPHERE. 5O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. Z 6 LL LIVING ROOM b. 6RIPPABLE RAIL AS PER CODE. SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. F' PROP. } Q FILL ROOF AT LOCATION EXIST. Q q. RAILING TO BE WOOD. MUDROOM/ 2 - J 6 W. I I OF EXISTING SKYLIGHT KITCHEN • PROP. tv (- 7'H HT. O OM -CATHEDRAL CEILIN6- SMOKE DETECTOR / CO DETECTOR NOTES: LAUNDRY `) HGHT. T m WINDOW NOTE: 0 t SM/GO HALLWAY m k x 11 O 1. ALL NEW WINDOWS S DOORS SHALL BE ANDERSEN 6 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT CASEMENT, DOUBLE-HUNG, OR 6LIDIN6 (AS NOTED). SMOKE / CARBON MONOXIDE COMBINATION DETECTOR I N �� EXIST,ROOMING HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. ' ® � 3 INSTALL AS PER MANU. SPEC.'S. � 7!:F tL �GATHEDRAL GEILIN6� � CEILING2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES D 106 �q HOOD SEE DESIGNATIONS d WINDOW SCHEDULE. SHALL NOT BE REQUIRED WHERE EX15TINO ALARMS �' 4'-6" 2'-O" 10'-2" `t Lu 3. FOR SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS ARE NOT INTERCONNECTED, AS PER NYS R3I4.4. z 3. PROVIDE SMOKE/GO DETECTORS AS INDICATED,AND DRYER ~ Nd AND DOORS" ON PAGE G-002. N= PER GENERAL ELECTRICAL NOTES ON PACE G-002. VENT cv0 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. 4 • w �� 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH 4.SMOKE /GO DETECTORS TO MAINTAIN 5' MIN. 6.IN 6ENERAL,TEMP. CL. SHALL BE PROVIDED: HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS d EXIST. b SM/CO pro b OPENINGS TO BATHROOMS w/SHOWER OR TUB. __ CL. - 6.1. FOR ALL SK,YLI6HT5 d OPERABLE PANELS OF 'ELEG. SWINGING,SLIDING, 8 BIFOLD DOORS 5. INSTALL ALL AS PER MANU. 5PEC.'s N DRYER � �N 6.2. WITHIN 18" OF F.F. 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR - EXIST. 2"x8" F.J. I N Y IN COMPLIANCE WITH LOCAL CODE 104 ® Ib" O.G. 6.5. WITHIN 24" OF A DOOR PROP. PROPOSED p9j 3 G o 6.4. WITHIN STAIRWAYS 4 WITHIN 36 OF A LANDING 6.5. WITHIN TUB/SHOWER ENCLOSURES EGRESS WINDOW WELL: 7 = NDR• BEDROOM 3 6.6. SEE ALSO GENERAL NOTES ON P,&,6E 6-002 O7 PROVIDE NEW EGRESS WINDOW WELL e COVER BY RM 152 S.F. - 101 0 7. SEE PAGE G-005 FOR FRAMING ELEMENTS AROUND "ROGKWELL;ELITE SERIES" 66"W.X-i2"H. OR EQUIVALENT. N 61 O 5 3 B 3 B ca WINDOWS (TYP. FOR. ALL) U.O.N.;PROVIDE AT A MINIMUM INSTALL AS PER MAN. SPECS. `t (2) 2"xI0" HEADER U.O.N. NATURAL LIGHT $ En 8.WINDOW FALL PR07EGTION SHALL BE PROVIDED PER NEW FLOOR: O O VENTILATION s A 3 A a NYS R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS O I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); . V = LE55 THAN 24" ABOVE F.F.,THAT ARE MORE THAN -72' FLOOR _ v 4 4y c> SCREW PERIMETER OF SHEATHING 6" O.G. B 12" O.G.® Iy 152 S.F. ABOVE GRADE OR THE ADJACENT SURFACE AT THE U AREA 4'-2�2 zx 2" in BUILDING EXTERIOR. INTERIOR. = F IY 1 O 2.NEW FINISHED FLOOR PER H.O. SELECTION N v S.F. REG. S.F. PROV. N - in >- EGRESS NOTE: tu EXIST. LIGHT EXIST. ® , W g IN COMPLIANCE WITH NEW YORK STATE BUILDING O NEW 4"x3" ALUM. DOWNSPOUT (TYP.) +n w BATHROOM 12.2 S.F. 21.0 S.F. COVERED z i- Lo Ix CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF REQD PORCH Lo O EGRESS SHALL BE FOLLOWED: VENT z 6.1 S.F. 20.0 S.F. ,S2) 1lb-75„ I,�(L GIRDER WRAP g 10 GUTTER HIGH POINT (TYP.) BENCH 24xba READ o- IN Ix AZEK NET CLEAR OPENINO........... 5.7 S.F. I/ o NET CLEAR HEIGHT................ 24" MINIMUM - - - - -512 1-7 f- NET CLEAR WIDTH................. 20" MINIMUM w z II RESERVED 3 L - O o UNDER-FLOOR AREA VENTS 6 Q O m - o z w 12 O NEW VENT w/ MIN. I S.F. NET VENTILATION OPENING PER Q 7'-8 ' W a 2020 IRG R405; INSTALL AS PER MANU. SPECS WITHIN w In z_ V-O" OF BUILDING CORNERS 20-5 _T-O" w �:i: a U Q HOT WATER PIPING INSULATION: N MECHANICAL SYSTEM PIPING AND HOT WATER PIPIN6 SHALL BE m INSULATED TO AN R-VALUE OF NOT LESS THAN R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NYS EGG R403.4 4 R4053: N N 1. MECHANICAL SYSTEM PIPIN6 CAPABLE OF CARRYING � o � Q � � FLUIDS >105°F OR <55°I= R403.4 G o C. 2. PIPING 'S" AND LA ORE IN NOMINAL DIAMETER FROFOS�� F I RS7 FLOOR FLAN PROJECT: 3. PIPIN6 SERVING MORE THAN (I) DWELLING UNIT I ' ` ' ` I ` i.� I i 4. PIPIN6 LOCATED OUTSIDE CONDITIONED SPACE 5, PIPIN6 FROM WATER HEATER TO A DISTRIBUTION MANIFOLD 6. PIPING LOCATED UNDER A FLOOR SLAB 1511 ,E S.F. HAE317AELE Si�AG�; 1511 .cf S.F. CR055 AREA SCALE: I/4" = I'-O" 7, BURIED PIPING 5. SUPPLY 4 RETURN PIPIN6 IN RECIRCULATION SYSTEMS O'HARA OTHER THAN DEMAND RECIRCULATION SYSTEMS, ADDITION ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. *WINDOW FRAMES AND DOOR FRAMES TO BE BLACK* SEE PAGE "5-003" FOR NAILING 8 STRAPPING DETAILS. ** SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER ** FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER 165 ROGERS ROAD WINDOW CHART (* DENOTES TEMPERED GLASS) DOOR SCHEDULE SOUTHOLD, NY 11971 ROUGH OPENING WINDOW DIMENSION CLEAR LIGHT VENT DOOR MATERIAL DRAWING TITLE: OPENING PROV. PROV. TA6 TYPE MODEL # WIDTH REQ'D: 20" TEMP. PER PER j FIRE TAG DESCRIPTION MANUFACTURER o NOTES PROPOSED FIRST FLOOR PLAN HEIGHT REQ'D:24" UNIT UNIT ' Q 0 RATING WIDTH HEIGHT WIDTH HEIGHT OPEN REab: 5.7 S.F. WIDTH HEIGHT A (2) DOUBLE HUNG 7W2452 2'-6 5'-4 2'-5 aA2 5.10 B (2) DOUBLE HUNG TW24310 2'-6 �" 4'-0 �" 2'-5 4-O 6.37 3.66 STYLE 403 W/ FIRST FLOOR - - 101 ANDERSEN 3 O 6-8 ] �U DETAILS TO BE G (I) FGASEMEN',T FG13 2-O 3-O 2,-0 2-I I 4.3 3.�i OPTIONAL GRILLES SELECTED BY WO PAGE: DBL. I r „ NARROLINE GLIDER -� DETAILS TO BE 102 ANDERSEN Eq-q IF 6-8 • • 2 5 4 q 3'-5 4 8 3 4 I� 12.0 II.I _ D (3) GW 3 g � � IF [� NLGDI0068 4 "ASEMEN,� L� � '',- SELECTED BY H/O E (4) CASEMENT C14 2'-O 4'-O 2'-O ill4'-O" S.Q 5.4 103 FRENCH QUAR EXTERIOR DOOR, RUSTIGA 2'-10" 6'-8" • • DETAILS TO BEA-103m0mt 1 SELECTED BY H/O JEL -WEN F* (2) PICTURE P505 5'-O 5'-O 4'-II 4'-II [� 21.1 O 104 51NOLE SWING (OR EQUAL) :2' :2 6'-B" • G (I) TWIN GW245 4'-a" 4'-5 J" 4'-8 1" 4'-4 J" [� 21 20 105 RESERVED CASEMENT II DATE: 09/05/23 DETAILS TO BE 7 OF 15 GI (I) CASEMENT CUSTOM 2'-5" 3'-2" 106 SINGLE SWING 2'-6" 6'-8" • �; ELECTED BY H/O --- - - ---_ � 5.Oq 2.a4 107 SLIDING (ORE UAL) H (2) DOUBLE HUNG TW24,2 2-6 3-4 2-5 3-4 1 (2) CASEMENT CX155 2'-8" 3'-5 i" 2'-1 JF 3'-4 J" 6.8 IL 6.3 J, A * 1 JELD-WEN 1 t S 201 INTERIOR SWING (OR EQUAL) 2-6 6-B I • (OR EQUAL) c F J (I) PICTURE P5030 5'-O r 3'-0 �" 4'-II J" 2'-11 �" 6.42 5.62 INTERIOR SWING JELD CLOSET WEN 10.51 5.'75 INTERIOR SWING JELD-WEN f l K (1) DOUBLE HUNG TW3046 3'-2 �" 4'-8 3'-1 i" 4'-8 �" [� 203 I-6 6 B • � - ::1 _ CLOSET (OR EQUAL) L (1) DOUBLE HUEc_ TW2442 2'-6 �" 4-4 2 5 4 4 -1.01IF 4.02 p _ � i u --- :_ a i_ a 0ENERAL 5Y1vI50L <E_N%' : EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT - fi WOOD FRAME (L.6. 5TL. Q EXISTING TO REMAIN WHEN APPLICABLE) NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Lu STL. WHEN APPLICABLE) \I J � NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL aa,' ul) WOOD FRAME (L.G. STL. ® POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR b" WALLS), U.O.N. - -0 } 0 NEW 2-HR FIRE RATED WOOD FRAME (L.G. STL. WHEN APPLICABLE) 4 0 _ O .� N a Q Q 3'-a IO � X N 0 O O +-J -- - -- - - FLOOR PLAN NOTES _- = y - -- - _ = DOOR NOTE: �. ----------`- - Q r1 O NEW LAUNDRY ROOM: ` Oj I. INSTALL NEW INTERIOR. DOORS WHEN GALLED OUT O4 I. NEW WASH / DRY HOOK UP �� - _------- __-_ -ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.COORDINATE LAUND. ROOM d DOOR DIM.'s �✓ /� - _ _ _ 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT w/51ZE OF EQUIP. {{y(((///��, Wl _ ON PLANS BY 'ANDERSEN' (OR EQUAL). _ _ 3. PROVIDE HOOK UPS AS REQ'S PER MANU. � Q ��"--"-- -- �- --"-- 3. NOTE DOES NOT INDICATE EACH NEW DOOR PROPOSED;SEE DESIGNATIONS d DOOR SCHEDULE. - - --- W 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR DRYER EXHAUST NOTE: WALLS, U.D.N. 5. INSTALL AS PER MANU SPEC.s I. DUCT SHALL TERMINATE TO EXTERIOR _ u 2.DUCT SHALL TERMINATE MIN. 4'-O' FROM ANY b.PROVIDE (2) 2"xl0" HDR., U.O.N. OPENINGS -- -� -I. SEE PAGE 6-005 FOR ALL OTHER FRAMINS 3.DUCT SIZE A5 PER MANU. - - ELEMENTS AROUND DOORS (TYP. FOR ALL)U.O.N. 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPERv i-- -- - _ STAIR $ RAILING NOTE: 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN 2-10 O - - 2 CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO -1 __._____ _. _ _- _ �_ _ -_ �� • I. ALL NEW STAIRS SHALL HAVE MAX. 8-I/4" RI 3 MIN. 10' J 3 1 ----- --- - ---- - - Tr - RISERS SHALL BE CLOSED CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 2. G SHALL BE LIMITED TO 51NOLE LEN&TH5, NOT TO REATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL EXCEED 5 FEET AND SHALL BE LISTED AND LABELED W NOT EXCEED THE SMALLEST BY MORE THAN ". IN ACCORDANCE WITH UL 2155A. ��J 3. HEADROOM IN 5TAIRWAYS SHALL BE AT LEAST V-V. b.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID . 5'0" CLG. HGHT. NATURAL LIGHT 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS O • 4.1. BETWEEN CLEAR HEIGHT d HANDRAILS: 36" MIN. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST EXIST. (I ) R ® t 0 VENTILATION 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL Q 6VOHN (lU Tr t q•5" in O FLOOR 4.5. BELOW HANDRAIL, RAILS ON BOTH 51PES: 21" MIN. SCREWS AREA 280 S.F. 5. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN �. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER EXIST. .I N Z S.F. REO. S.F. PROV, f 1 ONE SIDE OF EACH F'LI6HT OF STAIRS CONTAINING FOUR LOCATION TO THE WALL OR ROOF TERMINATION. THE �p SM/GO X Fu X =a v OR MORE RISERS, AND WHERE SHOWN ON PLANS. , BATHROOM MODIFIED v Lu w LIGHT MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 i- 2 v 22.4 S.F, 24.0 S.F. 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° i* ® cv HALLWAY ;p PROP REQ'D FILL ROOF AT LOCATION WALKING SURFACES LOCATED MORE THAN 50" ABOVE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES 203 ' b DEN VENT OF EXISTING SKYL16HT • FINISHED FLOOR OR GRADE, $ WHERE SHOWN ON PLANS. GLG. m 11.2 S.F. 22.2 S.F. '1. 42" HIGH GUARDRAIL # SPINDLE SPACING NOT TO NOT INCLUDE THE TRANSITION DUCT. Q ALLOW PASSAGE OF A 4" 0 SPHERE;36" HIGH L - I HGHT. 8 � ( M GO 280 S.F. REO'D ' ^ a � _ HANDRAIL $ SPINDLE SPACING NOT TO ALLOW NEW PLUMBING FIXTURES: It PASSAGE OF A 4" 0 SPHERE. O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. 8'4" GLG. HGHT. - - _ _ Qm - EXIST. EXIST. p Q Q 8. GRIPPABLE RAIL AS PER GORE. SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. 3GL. CL. O O q. RAILING TO BE WOOD. _ SMOKE DETECTOR / GO DETECTOR NOTES: EXIST. 2'-O" 3'-4" 3'-2 WINDOW NOTE: - b x O I. ALL NEW WINDOWS b DOORS SHALL BE ANDERSEN O I. CONTRACTOR SHALL PROVIDE GODS COMPLIANT - GL. CASEMENT, DOUBLE-HUNG, OR 6LIDIN6 (AS NOTED). SMOKE / CARBON MONOXIDE COMBINATION DETECTOR • 202 201 0 w N K V 6 N w w � 0 INSTALL AS PER MANU. SPEC.'S. HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. , 5M/CO N Q tti `t O� 0 N 2.INTERCONNECTION BETWEEN NEW $ EXISTING DEVICES cV 6 X H_ - X 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; W to SEE DESIGNATIONS 8 WINDOW SCHEDULE. SHALL NOT BE REQUIRED WHERE EXISTING ALARMS � -I'5" GLG. 1 SM/CO � v X N® � U 3. FOR SUBSTITUTIONS, 5EE NOTE #q IN "GLASS WINDOWS ARE NOT INTERCONNECTED, AS PER NYS R314.4. XISTING HGHT. _ MODIFIED w AND DOORS" ON PAGE 6-002. 3.PROVIDE SMOKE/CO DETECTORS AS INDICATED,AND BEDROOM I Oi BEDROOM _7, PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. 115.5 S.F. N III.b S.F. 3'0" GLG.� 4.SMOKE / CO DETECTORS TO MAINTAIN 5' MIN.5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS HGHT. 4'-O" 4'-0" 6.6.GENERAL,TEMP. 6L. SHALL BE PROVIDED: 4 OPENINGS TO BATHROOMS w/ SHOWER OR TUB. NATURAL LIGHT $ NATURAL LIGHT " GL6. HGHT 6.1. FOR ALL SKYLIGHTS d OPERABLE PANELS OF SWIN61N6, SLIDING, 6 BIFOLD DOORS 5. INSTALL ALL AS PER MANU. SPEC.'S VENTILATION VENTILATION 6.2. WITHIN 15" OF F.F. 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR = Y IN COMPLIANCE WITH LOCAL CODE FLOOR FLOOR 6.3. WITHIN 24 OF A DOOR ! AREA 115 S.F. AREA III S.F. 6.4. WITHIN STAIRWAYS I WITHIN 36" OF A LANDING 6.5. WITHIN TUB/SHOWER ENCLOSURES EGRESS WINDOW WELL: S.F. REO. S.F. PROV. S.F. REO. S.F. PROV. I _ -N N -_ = d0 6.6. SEE ALSO GENERAL NOTES ON PAEE 6-002 OO PROVIDE NEW EGRESS WINDOW WELL a COVER BY 0` LI6HT L16HT ai ui - n. 1. SEE PAGE 6-005 FOR FRAMING ELEMENTS AROUND "ROGKWELL;ELITE SERIES" b6"W.X-I2"H. OR EQUIVALENT. REQ,D q.2 S.F. II.q S.F. REOV 5A S.F. I1A S.F. ---------_O _._-_..�-� _O - - - 03 WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM INSTALL AS PER MAN. SPECS. VENT Lu (2) 2"xIO" HEADER U.O.N. READ 4.6 S.F. q.2 S.F. Q D 4.4 S.F. a.2 S.F. N 3= _--_---__..-_ - -_ -- -- -- _-_.-__. - 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER NEW FLOOR: z NYS R312.2 FOR OPERABLE WINDOWS WITH SILL HE16HT5 O ( NEW " PLYWOOD SUBFLOOR BENEATH (GLUE d SCREW); LESS THAN D ABOVE F.F.,THAT ARE MORE THANE SCREW PERIMETER OF 5HEATHIN6 6" O.G. E 12" O.G.® - _ ABOVE GRADE OR THE ADJACENT SURFACE AT THE INTERIOR. _ S BUILDING EXTERIOR. 2,NEW FINISHED FLOOR PER H.O. SELECTION - - - EGRESS NOTE: IN COMPLIANCE WITH NEW YORK STATE BUILDING Oq NEyN 4"x5" ALUM. DOWNSPOUT (TYP.) CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF I 3 H - - _ -- ----- to � m a o�0 Z EGRESS SHALL BE FOLLOWED: ' at z 3 H Q Q EXTERIOR NET CLEAR OPENINO........... 5.? S.F. 10 GUTTER HIGH POINT (TYP.) DORMER WIDTH H p LL- NET CLEAR HE16H7............... 24" MINIMUM -2_0 16'-O" 2'-O" NET CLEAR WIDTH................. 20" MINIMUM 20'-5" 20'-O" w w II RESERVED o. O z W UNDER-FLOOR AREA VENTS 12 Lu NEW VENT w/ MIN. I S.F. NET VENTILATION OPENING PER z 2020 IRG R408; INSTALL AS PER MANU. SPECS WITHIN W p z V-O" OF BUILDING CORNERS w Q EX I ST I NO SEOONl7 FLOOR PLAN ( Q o HOT WATER PIPING INSULATION: / G SCALE: 1/4" = I'-O" MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE S.F.S.F. HAS17ABLE SPA(f E; -760.ci S.F. OROSS AREA � �' " INSULATED TO AN R-VALUE OF NOT LESS THAN R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NYS EGG R403.4 $ R403.5: N N Lu � 8- 1. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING FLUIDS >105°F OR <55°F (R403.4) o 0 2. PIPING J" AND LARGER IN NOMINAL DIAMETER 3. PIPING SERVING MORE THAN (1) DWELLING UNIT 4. PIPING LOCATED OUTSIDI- CONDITIONED SPACE PROJECT: 5. PIPING FROM WATER HEATER TO A DISTRIBUT'ON MANIFOLD r 6. PIPING LOCATED UNDER A FLOOR SLAB 1.5 BURIED PIPING O'HARA 8. SUPPLY d RETURN PIPING IN RECIRCULATION SYSTEMS OTHER THAN DEMAND RECIRCULATION SYSTEMS. ADDITION ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. *WINDOW FRAMES AND DOOR FRAMES TO BE BLACK* SEE PAGE "5-003" FOR NAILING-, 8 STRAPPING DETAILS. ** SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER 165 ROGERS ROAD ** FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER SOUTHOLD, NY 11971 WINDOW CHART ( DENOTES TEMPERED GLASS) DOOR SCHEDULE EGRE55 - - DRAWING TITLE: ROUGH OPENING WINDOW DIMENSION CLEAR LIGHT VENT FDOOR MATERIAL TA6 TYPE MODEL # OPENING TEMP PROV. PROV. EXISTING SECOND FLOOR PLAN WIDTH REQ'D: 20" PER PER TAG DESCRIPTION MANUFACTURER p � 01 FIRE NOTES WIDTH HEIGHT WIDTH HEIGHT HEIGHT RQ0'D:24" UNIT UNIT WIDTH HEIGHTlu F 4 RATING OPEN RE D 5.� S.F. A (2) DOUBLE HUNC7 TW2452 F2'-6 �" �F 5'-4 J" I F 2'-5 5'-4 �" �✓ -- 5A2 5.10 B (2) UOD BLE HUNG TW24310 2'-6 J"� 4'-O J" 2'-5 g" 4'-O 6.5-7 3.66 F-FIRST FLOOR STYLE 403 W/ - - - - - -- - - A IIL�ETAILS G (I) CASEMENT G13 El 2'-O 3'-O 2'-O �" 2'-II �� 4.5 5.q 101 OPTIONAL GRILLES ANDERSEN 3-O 6-& • • _ ECTED BY H/O PAGE: D (3) DBL. CW235 ---`� " „ „ " - 102 NARROLINE NLGD100681DER ANDERSEN q'-q" 6'-8" - --- 4-q 3-5 g 4-8 3-4 Q - - �- 12.0 I I.I LL 11�111 DETAILS 1 BE CASEMENT �I SELECTED BY H/O EXTERIOR DOOR' E (4) IFCASEMENT G14 2 0 4'-O 2'-O J" 4'-0" 5A 5.4 105 RUSTICA 2'-10" 6'-8" • • SELECTED BY H/O DETAILS TO BE A 104m01 JEL -WEN F* (2) PICTURE P5050 5'-0 5'-0 4'-11 J" 4'-11 J" [� 21.1 O 104 SINGLE SWING 2'-2" 6'-8" • (OR EQUAL) DATE: 09 05 23 / / 8 O F 15 G (I) CASEMENT TAIN CW245 4'-q" 4'-5 J" 4'-8 �" 4'-4 f y" [[[� 21 20 105 RESERVED GI (I) CASEMENT CUSTOM 2'-5" 3'-Z' 106 _7_SINGLE SWING 2'-6" 6'-8" ��I �� DETAILS TO BE L� SELECTED BY H/O H (2) DOUBLE HUNG TW2432 2'-6 �„ 3'-4 „ 2'-5 „ =-4 S.Oq 2.q4 JELD-WEN „ „ 10-1 SLIDING b-O 6-8 • (OR EQUAL) L= ------- --- I (2) CASEMENT GX135 2'-8" 3'-5 „ 2'-7 „ 3'-4 „ [� 6.8 6.3 1* (I) SE NT 5 '-8" 3'- �" '-7 �" 3'- 6 6.3 201 INTERIOR SWING (OR EOU N 2'-6" 6'-8" • k , �� (OR EQUAL) L 7O (OR EQUAL) 2-O 6-8 • r w• ----- CLOSET 1.,., K I � J (U7F PICTURE P5030 5-O 3-O 4-i 2-I I 6.42 3.62 INTERIOR SWING JELD-WEN „ �P. . TM K (I) DOUBLE HUNG TW3046 3'-2 �" 4'-8 3'-I 4'-8 i" F [[[� �117 10.31 5.75 203 INTERIOR SWING JELD-WEN I'-6" b'-8" • d.': " IF _ CLOSET (OR EQUAL) ,�., •, +•_ L (I) DOUBLE HUNE' TW2442 2'-6 �" 4'-4 �" 2'-5 4'-4 J" IF ` y' -1.01 4.02 C;' t ELEVATION NOTES - - - - - - - - - - - a GENERAL NOTES: - WINDOW 8 DOOR FRAME'S TO BE BLACK. uj / \ OTYPICAL ROOFING: I. SEE NOTE AT BUILDING SECTION FOR MINIMUM J co CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR 4 MATERIAL SELECTION N BEFORE INSTALLATION Q 'c OPROVIDE CONGEALED FLASHING AT ALL ROOF Q INTERFACES. - } 0 a-+ OTYPICAL SIDING: Q N I. SEE NOTE AT BUILDING SECTION FOR MINIMUM PROPOSED DORMER z i CONSTRUCTION STANDARDS / I6'-O" \ a1 c U 2. NEW CEDAR SHINGLE SIDING TO MATCH EXISTING, - ------ -- -------- --- G PAINTE 3. REP RD SAND, $ PAINT EXISTING. m Z (z;4. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION BEFORE INSTALLATION. --_ N C>3 TYPICAL WHITE 'AZEK' !OR E'_QJ TRIM: - - -- -- _ - -= - - - - Q O a -- - _ _ O4 I. PROVIDE 5/4"x5.5" ® WINDOW S DOOR SIDE CASING. / - -! 2. PROVIDE 5/4"x5" ® APRON # FRIEZE WITH TRIM DETAIL PER ELEVATIONS. 5. PROVIDE NECESSARY SIZE ® FASCIAS. w ` O ALUMINUM, COLOR TO U BEft ELE DTF-DNBY H/O. / - 3 - - - -- - - -- - _ -- N -1\\J__. \\ - _ --- --- -- - -- \ ONEW UNDER-FLOOR AREA 'VENTS; SEE 0 1 O \ FOUNDATION PLAN FOR SI:_INO REQUIREMENTS 4 ._ _ _ _ - •„�� `� - - - - O NEW WOOD FRAME STAIR Li - ------ - -- - -- S.F.-- ---- - ...- (a) D - o Og PROVIDE GRAVEL UNDER NEW STAIR RUNS d LANDINGS - - �\ iIf I I I - -- - ----- --- _ -- _ . _ OSTONE CHIMNEY FOR PROPOSED WOOD BURNING 10 -\ \ - -U-' �L \._� \ 4 FIREPLACE. MODEL 6 STONE TO BE SELECTED BY H/O. � ! - �' / \ � I I I ! �I I -1 l_j-� 77� l1- _� - I 3 1 U 10 OUTDOOR 5HOWER. SEE DETAIL 4/A-501 = O o =L1 l.L \ O LEI\_ 1 ) 11 -- I II EC WINDOW WELL. SEE FLOOR PLAN NOTES 6 DETAIL O �!-%!_tom-a�'-�_�- i I � � (�I I I- I- 12 EXTERIOR DRYER VENT 1 I I I I ( I LLJ I '�I I 11_l l�-L_ i L 1_J-J.- L\\-L-1 1-- L_.l _.J I _l� I 1 4� 1\IWI LIP , J11114u, ILI -L I I I I i I U \LLI L�J� O13 PROVIDE CONGEALED FLASHING AT ALL ROOF INTERFACES. NEW OUT SHOWER 14 ID GOINA&E ORTSHALL EXTEND EXISTING DRAINAGE DORMER CENTERED ON ENTRY LEADERS TO GRADE (OR TO PIPING LEADING TO DRYWELLS, WHEN APPLICABLE) 2. EXISTING LEADER LOCATIONS SHALL REMAIN. 3. PROVIDE STANDARD SPLASH BLOCK ® GRADE AT ALL Fi�O�iT ELEV,�TI Oil (f DOWNSPOUTS 4. EXIST. GUTTERS SHALL REMAIN w SCALE: 1/4" = P-O" o a 0 I � W (5 z a x U H WINDOW CHART ('� DENOTES TEMPERED GLASS) S EGF2E55 ROUGH OP)=NING WINDOW DIMENSION CLEAR LIGHT VENT - - - - - - - - - U z OPENING PROV. PROV. TAG TYPE MODEL # TEMP. 'WIDTH REQ'D: 20" PER PER -- HEI617 REO'D:24" UNIT UNIT F= o WIDTH HEIGHT WIDTH HEIGHT \ z OPEN REQ'D: 5.� S.F. uj A (2) DOUBLE Hur TW2452 2'-5 g" 5'-4 �" ��/J 8.92J 5.10 0 0 F-- z B (2) DOUBLE HUNG TW24510 2'-6 �" 4'-0 2'-5 4'-0 J" 6.3� IF 3.66 "' G (I) CASEMENT 013 2'-O 3'-0 2'-0 i" 2'-II a" 4.5 3.a i� W p z �7z 2 D (3) EDBL. GW235 4'-q" 3'-5 g" 4'-8 " 3'-4 " [7f �i 12.o II.I O CASEMENT I a o -- - rl N E (4) GASEMEN7� G14 2-O 4'-0 2'-O �" 4'-0" �I 5.�i 5.4 �\ PICTURE P505 5'-O g" 5'-0 i" 4'-II " 4'-it [� 21.1 0CIA TWINF GW245 4'-a" 4'-5 " 4'-8 " 4'-4 " Q 21 20 Gffllu ASEMENZ' Lu_Eu _ lo' MIN. � GI (I) CASEMENT CUSTOM 2'-5" 14 I `\I „ s 4 \ I s \ PROJECT: H (2) DOUBLE HU�lG TW2432 2-6 :2-5 3-4 775-ol 2.14 I I ` 1 (2) GASEMEN1� GX135 2'-8" 3'-5 9" 2'--> 3'-4 J" [� 6.8J 6.3 2 17 FLINE OF DORMER E � �� ' �\ A \ i = O'HARA ROOF ABOVE PORCH \ \I \\I O 3-4-}� /,\ .:- .\ ' L1 iv ADDITION J (1) PICTURE P5050 5'-O 3'-0 �" 4'-11 j" 2'-11 a" 6.42 3.62 3 I 2 K (1) DOUBLE HUNG TW3046 F3'-2 " 4'-8 gT" 3'-1 9" 4'-8 J" [� 10.51 5.75 12 �t2I �J( 2 \ 1. J_I `I , .\\_1J_L- \ \ � u �jj I � `,� , � � I I�I I ' 2 165 ROGERS ROAD L (I) DOUBLE HUi`iG Tw2442 2'-6 �" 4'-4 �° 2'-5 4'-4 �° [7f -7.01 4.02 5� -6 I \., �: -L1-�_ . SOUTHOLD, NY 11971 In I HL44��\�_-. 5 4 _ �1�= DRAWING TITLE: DOOR SCHEDULE 5 1�_ _1�_ �� / � \ PROPOSED EXTERIOR ELEVATIONS _ 1 _ u 1L\ ► �_ , 3 DOOR MATERIAL I I 13 I \ ---- _--- FIRE I 'N \ �' , / L_' ELI _ TAG DESCRIPTION MANUFACTURER J N NOTES - I I I O WIDTH HEIGHT RATING 0 - - u�� PAGE: A-201m0l FIRST FLOOR 101 STYLE 403 W/ ANDERSEN 3'-O" 6'-8" DETAILS TO BE I I I I OPTIONAL GRILLES SELECTED BY H/O - NARROLINE GLIDER DETAILS TO B� 71-AH�10 DATE: 09/05/23 10 OF 15 102 ANDERSEN 9'-9" 6'-8" • • NLGDIOO68-4 ; I SELECTED BY 105 'FRENCH QUARTER RUSTIGA 2'-10" 6'-8" 1 • • DETAILS TO B EXTERI DOOR' LEGT BY /O / J D-WEN IY, 104 SINGLE SWING 'OR EQUAL) 2-2 • 105 RESERVED 106 SINGLE SWING 2'-6" 6'-8" • DETAILS TO BE ---- - - - -- SELECTED BY H/O JELD-WEN RI 0HT ELE Y ATI OI V ;t 10? SLIDING 6'-O" 6'-8" • (OR EQUAL) T, - SCALE: 1/4" = 1'-01' r 4 JELD-WEN � �, 201 INTERIOR SWING 2-6 6-8 • : (OR EQUAL) 20 INTERIOR SWING JELD-WEN 2'-O" 6'-8" • CLOSET (OR EQUAL) 205 INTERIOR SWING JELD-WEN -8" 1 • ��, � CLOSET (OR EQUAL) L i ELEVATION NOTES GENERAL NOTES: - WINDOW 4 DOOR FRAMES TO BE BLACK. 0 LLJ O TYPICAL ROOFING: Lu I. SEE NOTE AT BUILDING SECTION FOR MINIMUM J cu CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR 4 MATERIAL SELECTION BEFORE INSTALLATION 2 PROVIDE CONGEALED FLASHING AT ALL ROOF I ----- O INTERFACES. — _ _ _ '� O O >:z O TYPICAL SIDING: _ — L � � O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM - - - O C CV i CONSTRUCTION STANDARDS 2. NEW CEDAR SHINGLE 5IDINC TO MATCH EXISTING, ----- -- -- a .� FAINTED N 5. REPAIR, SAHND, d PAINT EXISTING. - ---- - O 4. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION I 4 O 4-j '- BEFORE INSTALLATION. _. _ .-. . .-_ _._ -_.._ — -- C CV O cc TYPICAL WHITE 'AZEK' (OR E0.) TRIM: 5 --- - - - — ¢ r- a 2 O O I. PROVIDE 5/4"x55' ® WINDOW $ DOOR SIDE CASINO. — -- 2. PROVIDE 5/4"x5" ® APRON E FRIEZE WITH TRIM DETAIL 2 5 PER ELEVATIONS. .- _,_ �. 3. PROVIDE NECESSARY SIZE ® FASCIAS. III -l--L�-I1-1_.1_J..� 3 ONEW b" SEAMLESS GUTTERS Q DOWNSPOUTS; I u. a._.....,.,..�,. O Ll- -l1- J 74 ALUMINUM, COLOR TO BE SELECTED BY H/O. NEW UNDER-FLOOR AREA VENT5; SEE - FOUNDATION PLAN FOR SIZINS REQUIREMENTS — -- _-_-_-_-_ •�-� — — ONEW WOOD FRAME STAIR —=----__------= --- ---- _-- - -- - ----_ ------ — -- - - - - ---- -- ----_ -- --- - -- j-- • ------ --- --- ------ —_—_- __— — ---- --- - - - LI�LI_l_1 — L U Og PROVIDE GRAVEL UNDER NEW STAIR RUNS B LANDINGS - --- - - — . W ---- -- -_-_ - _— - - -- - ri I - _ ��__1 O FIREPLACE. MODESTONE CHIMNEY L d STONE PROPOSEO BE SELECTED BY H/O. -� - - 10 3 LL 10 OUTDOOR SHOWER. SEE DETAIL 4/A-501 Ll t u U ��4- L U �- -lLItj Q • - -�- J�IU11.�___I_� � � I - I� � I EGRESS WINDOW WELL. SEE FLOOR PLAN NOTES 6 DETAIL I—L LJ - V J II I I I I II I I I I I II O WA-50I. -� ' '!' �1-1 -!_ _ 1 N � - 103 n l 102 LL �j 11 � _l t W 12 EXTERIOR DRYER VENT L I �-l_, -u �-` Ll -1-_-- F. 13 PROVIDE CONGEALED FLASHING AT ALL ROOF INTERFACES. 14 DRAINAGE NOTE: NEW OUT SHOWER I. CONTRACTOR SHALL EXTEND EXISTING DRAINAGE b LEADERS TO CRAVE (OR 70 PIPING LEADING TO DRYWELLS, WHEN APPLICABLE) 2. EXI5TIN5 LEADER LOCATIONS SHALL REMAIN. 5. PROVIDE STANDARD SPLASH BLOCK ® GRADE AT ALL J� �I DOWNSPOUTS REAR ELEVA7I OI `4 4. EXIST. CUTTERS SHALL REMAIN v a 0 a df W C3 z a x U WINDOW CHART ( DENOTES TEMPERED OLA55) ESRE55 g ROUGH OPENING WINDOW DIMENSION CLEAR LIGHT VENT 00 z z TAG TYPE MODEL OPENING TEMP PROV. PROV. WIDTH REG'D: 20 PER PER IW TDTD H HEIGHT WIDTH HEIGHT HEIGHT REO'D:5.1 UNIT UNIT Z I OPEN REQ'D: 5."i S.F. A (2) DOUBLE HUNG TW245� 2'-6 A" 5'-4 �" 2'-5 5'-4 �" Q 8.92 5,10 W w a Lu 7 IL 0 z Lu B (2) 7LD�O UBLE HUNG TW24310 2'-6 4'-0 g" 2'-5 J" 4'-0 J" 6.37 3.66 z a G (I) GASEMENT� 013 2-O 3'-0 2'-O �" 2'-I I 4.3 3.a j' \. w z z D (3) F DBL. j GW235 4'-Q" 3_5 4:_8 :: 3'_4 Q 12.0 I I.IJ �-1� I o CASEMENTS I I I I II a o E (4) CASEMENT J G14 2'-O " 4_O " 2'_O �" 4'-O" 5.a CN F* (2) PICTURE P505 5'-O 5'-O i" 4'-II 4'-II [� 21.1 0 G (I) TWIN GW245 4'-9" 4'-5 " 4'-e5 4'_4 " [� 21 20 // \ \ w o -i CASEMENT 31 LuliSI (1) CASEMENT' CUSTOM 2'-5" 3'-2" I -� \ U_IJULI �-�.�-LI�I \ PROJECT: H (2) DOUBLE HUNS TW243: 2'-6 �" 3'-4 �" 2'-5 J" 3'-4 �" S.Oa 2.14 5 � i-!_�uL ��I- 5 77 4 I I I I ( 4 : 21 ' j 1— I (2) GASEMENT'7 OX155 2-8 J 3-5 e 2-7 5'-4 [� 6.8 6.3 I I I I _ _ _ I I I I I I I I I I I I I I I I LL 0 H A R A �JJ J-J-J L- I I -�-1-1�J j u i 1--1 L. / — __ � � AD D ITI O N LLLLfl J (I) FPICTURE P5050 F�7_0 42 H K (1) DOUBLE HUNG TW3046 3'-2 �" 1-0 4'-8 3'-I 4'-8 J" [� 10.31IF 5.75 11 2 -Ll- \ 2 165 ROGERS ROAD L (I) DOUBLE HUNG TW2442 2'-6 J" 4'-4 g" 2'-5 J" 4'-4 g' -r��:]L E .01 4.02 -I I -, ,_ I �I Lu U � �UA ��L�� SOUTHOLD, NY 11971 5 �1 -�-I !I-.-1-1_l-L�-.t- �_1-1_LLLLUt 1-.l-Ll_.1 L1 1-1J--�l�—I LI I 1 4 1 �-� U LI U I -- - -��- -��- -� DRAWING TITLE: DOOR SCHEDULE 3 / PROPOSED EXTERIOR ELEVATIONS DOOR MATERIAL 3 IL / \ II I I I I II I I I CI - - FIRE "C s� �!t-L-�L1-LLI 1O 1 �O N U�11_I 1 1 �l l_1J_1 TAG DESCRIPTION MANUFACTURER 0) 1 \ ��_�- / -- WIDTH HEIGHT RATING NOTES l� — - - 13 u L�"I J�1_� I I I 10 � I I PAGE: JLLUIJI Lt]'1 _ FIRST FLOOR - I L l_!_i_F. _ Ll-l_�-1� �1 - --1� A-202m01 - l�1J 1 a_l_ l�l I I U �I i STYLE 4031^V -� DETAILS TO BE IOI OPTIONAL SRILLES ANDERSEN 3-O b-8 • SELECTED BY H/O NARROLINE GLIDER h DETAILS TO BE 12 II 102 NLOD10068-4 ANDERSEN Q-4 6-8 • SELECTED BY H/O 'FRENCH QUARTER �•� DETAILS TO BE b EN OUT SHOWER III III DATE: 09/05/23 11 OF 15 103 E RI DO R' JELD IWE 2 I I OI 6-8 • •- ELEG —BY—WO O - 104 SINGLE SV41NG 2-2 b 8 • (OR EQUAL) --- I- 105 106 51NOLE °TWINS 2'-b" (�'_g • DETAILS TO BE �777_ " SELECTED BY H/O JELD-WEN 107 SLIDING (OR EQUAL) 6-O 6-8 • ! LEFT ELEVATION �1 SCALE: 1/4" 201 INTERIOR SWING (ORE UAL) 2'-6" 6'-8" • �� Elttt _--J��- INTERIOR SWING JELD-WEN L/ 202 GLOSI- (OR EQUAL) 2-0 b-8 INTERIOR SWING JELD-WEN „ 205 CLOSET (OR EQUAL) 7F BUILDING SECTION NOTES O NEW ROOFING NOTE (TYPI a Q I. INSTALL NEW ASPHALT ROOF SHINGLES, OR STANDING SEAM ALUM. METAL;PROV. ICE/WATER COMP. UNDER METAL (SEE ELEV. FOR LOCATIONS) CEDAR I"X4" BOARDS 4"x4" P.T. POST LLI 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO (FASTEN W/STAINLESLLI 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS STEEL SCREWS) J C6 OVER m 5.INSTALL 15 # BUILDING FELT (U.O.N.) OVER 4.I/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) "SIMPSON" ABA44 O 5. GAP SHINGLE OVER RIDGE'_ d HIPS (AS REO'D) ® COLUMN BASE 6.PROVIDE RIDGE VENT(AS REQ'D) p 7. FLASH ALL VALLEYS (V - } 0 0 b.INSTALL DRIP EDGE AS REOV •L Q. INSTALL ALL AS PER MANU. 5PEC.'s FINISHED GRADE p 0 II � N z 0 TYPICAL ROOF 8 CEILINGS CONSTRUCTION: 5"0 'SONOTUBE' FILLED C' O2 NEW ROOFING AS NOTED II � cO V • I/2" GDX PLYWD SHEATHII`IG (BLOCKING ® ALL SOLID w/ P. GONG. IJ a O G x O N (MIN. 4,000 PSI) z O �+ PLYWD SEAMS) a O 0 (D • R.R., G.J., d G.T. A5 NOTED ON PLANS (® SPANS - _c 0 m r- OVER 8' INSTALL "X" BRID61N6 ® CENTER OF °a 0 4-J CV Ln c cc SPAN, U. O R-4q a 0 • MIN. OF R-4 SPRAY FOAM INSULATION IN Q LATH.;R-4q BATT INSULATION IN FLAT GL6. I I \ TYPICAL EXTERIOR WALL. CONSTRUCTION (TYP): O • UPON "VENTED TYVEK" HOUSE WRAP (OR EQUAL) I • UPON I/2" GDX PLYWD. 5HEATHIN6 (BLOCKING ® ALL PLYWD SEAMS) _I1.51, > • 2"x6" STUDS ® 16" O.G. w/DEL. TOP PLATE 2 I • / FOAM INSULATION BATT INSULATION(R-2 i) 5 }RR•PSR OUTDOOi� St�Ol�l i� DETAIL • /8" GYPSUM BD. WALLL FINISH RE NEW 51DING NOTE (TYP): / C� +�S�i�I A-501.01 O I. INSTALL NEW HARDIE LAP SIDING TO BE 4 /��'C / G Q•, SCALE: 5/4" = I'-O" �� SELECTED BY H/O. (REF. TO ELEVATION) I I 2."TYVEK" HOUSE WRAP (OR EQUAL) 0 / / _ `•J 5.INSTALL ALL AS PER MANU. SPEC.'S ; / 3 / d, I I • 4.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION 6 PROPOSED dJ I 2 W 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION I r,2� /��! BEDROOM 5 l_JI I2 TYP. ROOFING (SEE ..�,J m WALL 2 I 11_ Ib /_ I PROVIDE RR SECTION NOTES) OTYPICAL FLOOR CONSTRUCTION: I _ 1.2 ! SIMP50N bFR\ • -II I. FINISH FLOORING TO SELE.0 12 O'S� - *' HANGERS ® p��\ TYP. ROOF CONSTRUCTION 2'x8 R.R I6'OG / qNg (SEE SECTION NOTES) I 2. F.J. S N GDX ON PLANS SUB AT SPANS GLUED d SCREWED 5 G.J. PER PLANS ry EA. JOIST / SLOPED a SIMPSON H2.5A p.5 V 3. F.J. AS NOTED ON PLANS - AT SPANS OVER 8' // EXISTING F.J. (/ � INSTALL 'X' BRACE ® MIDSPAN CEILING RAFTER TIE 4. MIN. R-50 BATT INSULATION (ONLY BETWEEN FIRST FLOOR AND FOUNDATION);SPRAY FOAM RIM JOIST 5A VIEW WOOD FLOOR: I. NEW WOOD FLOOR TO MATCH EXISTING. W 4 - MODIFIED 4 � W `A LIVING ROOM Q OFLAT ROOF (TYP): r ' r G.J. AS PER PLAN (WHEN APPLICABLE) 6 I. INSTALL NEW EPDM ROOF MEMBRANE. FLASH TAPE ALL r FASCIA BOARD SEAMS PER MANFAGTURE SPEC.'S. 2.INSTALL METAL FLASHING MIN. 6" UP WALL AND DN. � 3 ROOF AT INTERSECTIONS 5 SA BEAM AS PER PLAN 5.INSTALL METAL GAP AT EDGE OF FLAT ROOF 4.RIGID PITCHED INSUL. BD. ® I/4" PER FT. MIN. JJ (OR PITCH R.R. ® 1/4" PER. FOOT) � s EXISTING F.J. f&WZMMWM F.J. PER PLAN UMR6MW&j 5. 1/2" GDX PLYWOOD SHEATHING b.R.R., G.J., d G.T. AS NOTED ON PLANS (® SPANS OVER NEW "SIMPSON" LUS26 5' INSTALL MET. "X" BRIDGING ® CENTER OF SPAN) PROPOSED GALVANIZED JOIST 7. INSTALL ALL TO MANUFACTURE'S SPEC.'5 4 COLOR PER CRAWL SPACE HANGER OWNER'S SELECTION UNHEATED- BASEMENT -UNFINISHED- O z ' Y m PERMACAST COLUMNS AS PER PLAN W UNHEATED w/ "SIMPSON" PC64 (FOR 5 PLY BM) 0 UNFINISHED- OR "SIMPSON" B052-2/4 (FOR 2 PLY p BM) P05T GAPS IL a'3 N W z Q I � FORC H DF_TA I L >_ A-301.01 SCALE: 5/4" :5cc � Ixo 00 00 z �t g 5E07 I ON A-A/A-501 PERMAGA5T COLUMN AS PER z SCALE: 1/4" = I'-O" PLANS; INSTALL AS PER MANU. a SPECIFICATIONS O z F W z uj n GRADE z Zz 12"0 'SONOTUBE' FILLED 11 II W a SOLID w/ P. GONG. j1 II: (MIN. 4,000 PSI) �i 11' V Q rl N II I' . • Z Ix (2) #5 BENT REBAR M � - N N W Co O-i ~ \ \ 4"x4" P.T. POST I I o Co NEW 24"x24"x12" 51MP50N GALV. ABA44Z DEEP P. GONG. PAD 4UJ LLp•• ; .. POST BASE (OR EQUAL) FT6. (MIN. 4,000 P51) ' ,' ry '___T=�Tc= PROJECT: m NEW (5) #5 HOR. 77- GRADE REBAR UPON (5) #5 10"(P "50NO7UBE" FILLED n;jl' ° ° IL z^ HOR. REBAR (b TOTAL) 0 HARA SOLID w/P. GONG. e I41i1 a Q= Q (MIN. 4,000 P51) Q ADDITION II•II ° Z N 0 °II II f �W SQUARE FOOT SF-22 Z `� two (2) #5 BENT REBAR CONCRETE FOOTING FORM CD� j� (CENTER BETWEEN I I FILLED SOLID w/ P. GONG. O U Q MIN. 4" BETWEEN EDOE5 OF 2 i� RM G ST COLUMN OOTI NC 165 ROGERS ROAD PARALLEL REBAR IN FT6.) I'° (MIN. 4,000 PSI); INSTALL - Q W 0 1-1/2" SQUARE BALUSTER A-501.01 F I N I SHED PER MANU. SPECS. Q m SCALE: 5/4" = 1'-0" SOUTHOLD NY 11971 ' (2) #5 HOR. REBAR UPON (2) I°° (STYLE TO SELECT) f FLOOR #5 HOR REBAR (4 TOTAL) •° II II . DRAWING TITLE: --- -- � SIMPSON H2.5A RAFTER TIE (OR EQUAL) CJD 5/4"xb" P.T. DECK BUILDING SECTIONS IISQ�ARE FOOT" FORM FOOTIN05 SF22 BOARDS DEC< " P.T. II> 8 � P.T. DECK JOISTS A5 DECK BOARDS ORA - ' A-BOI.OI NOTED ON PLANS SCALE: 1" = 1'-0" EXTERIOR SHEATHING AS (2) 1/2"4) HOT DIPPED GALV. ° • HEI6HT0 F.T. RISER PER SECTION NOTES BOLTS ® EA. POST w/ OVERSIZED P.T. D.J. AS = z = 'I WASHERS $ END NUT PREBORED - - - - - - °- -° 5/4"xb" P.T. PAGE: SIDING MATERIAL AS PER PLAN cV- J INTO BEAM, POST, DECK TIE S - - DECK BOARDS PER SECTION NOTES RIM BOARD ASSEMBELY 2"x BLOCKING ® EA. BUILDING PAPER d HOUSE WRAP f P.T. BEAM A5 NOTED STRINGER TO MATCH SIZE A-30loOl TO FULLY OVERLAP FLASHING cv == SOLID BLOCK ® 12" O.G. OF P.T. DECK JOISTS EXIST. STUD WALL (2) 51MP50N DJT14Z (1) 1/2"0 H.D. GALV. THRU FASTEN STRINGER TO "Z" FLASHING DECK JOIST TIE ® BOLT w/OVERSIZED WASHER BLOCKING (MIN. 6 5/4"xb" P.T. DECKING EA. PO5T 8 END NUT PREBORED INTO FASTENERS) (U.O.N. ON PLAN/ POST 8 DECK JOIST TIE I` DATE: 09/05/23 12 OF 15 GAP FOR 5EGTION/DETAILS) "SIMPSON" ABA44 O DRAINAGE NOSING ® COLUMN SASE I' T ) - 2"xl2" P.T. STRINGERS ® I6" " THK. x 8" WIDE x WIDTH 4"x4" P.T. POST O.G. (MIN. 5 STRIN6ER5 ® 4 4" STAIR P. GONG. PAD a - o GRADE EA. STAIRWAY) OF 5ABEMENT � • . . . ° 12'0 'SONOTUBE' FILLED - SOLID w/P. GONG. ,u ° NOTE: - > 2"xb" P.T. BLOCK IN BETWEEN X EA. STRINGER. FASTENED TO FLOOR a JOISTS AS PER PLAN FASTENED (MIN. 4,000 P51) z ALL DECKING SHALL BE FASTENED P. GONG. PAD w/ 19/64" x w/(2) TIE BY '51MP50N' (OR - w/COATED DECKING SCREWS BY r 5-1/2" CONCRETE SCREWS BY a ° 5/8' 4) x 5" LONG HEAVY DUTY GAL. EQUAL) - GALIBURN (OR EQUAL) - MIN. Z METAL DTT DECK TENSION D ((1 FLASHING o DECK MATE" (OR EQUAL) 0 a LAO BOLTS ® 16" O.G. INTO MUD SILL 8 RIM BD.;WHEN ® FOUND. WALL FASTEN COUNTER ! 10" MIN. (3) SCREWS PER BLOCK +` ° . w/(2) 5/&"(P x 5" LONG APPROVED FLASHING P.T. J015T A5 MASONRY ANCHORS ® 16" O.G. PER PLAN o p GRADE GRADE D EXIST. FOUNDATION WALL �- °�`'• � '' ,) + EC RE55 BASEMENT NELL LEDC ER CONNECT 1 ON DETAIL r5 EXTERIOR HOOD DEG< DETAIL I EXTERIOR NOOD 57A I R DETA I L t2 A-501.01 SCALE: 5/4" = 1'-0" A-501.01 SCALE: 1" - " A-501.01 „ _ A-501. - I O SCALE: 5/4 - I O 01 SCALE: 5/4" = I'-O" a LLI Lu J cc cy) a N c Lr) o � � 0 O C N z 0 CL .co Lr) 2 X :3 N p O O +- Om 4-' Ln O CV O O Q 0 cl: L Z) 4-J U • - 4� � 4-J m c- + U Q . - T 4" FRESH AIR VENT J I`THROUGH ROOF I I ATTIC/ROOF ATTIC/ROOF I I NOTE I ALL PLUMBING WORK I SHALL CONFORM TO LOCAL PLUMBING CODE 0 I O I u Y Q I PROVIDE "ABESCO FP200 FIR LESEND w EXPANDING FOAM" (OR EQUAL) z o v I AT ALL PENETRATIONS IN FIRE 0 ____ HOT WATER a- RATED WALLS AND — SUPPLY w FLOORS/CEILINGS. PRODUCT a CONFORMS TO ASTM E 514, °a ASTM E &4,AND UL 14"74 ......—.. GOLD WATER tn SUPPLY w CD z a PROVIDE "ABESCO FF200 FR v EXPANDING FOAM" (OR EQUAL) PROP. NOS AT ALL PENETRATIONS IN FIRE p HALF BATH ALL PLUMBING WORK RATED WALLS AND r FLOORS/CEILINGS. PRODUCT S _ SHALL CONFORM TO CD T-- LOCAL PLUNBINO CODE F CONFORMS TO ASTM E 814, tt1 � O 2 I PROF. o LA RY ASTM E 84, AND UL 14"I9 0 I 2"I LAUNDRY CLEAN OUT RELOCATED LL IL F3" AS REOV OUTDOOR SHOWER 2 owEXIST.F.A.I. TO Q W z REMAIN LL�� LLI 1- zSHERNIINZ----- — l- ——— ---------- —\I_-- ------ J w G.O. _.._.._.. _..5._.._—l._.._.._.._.._. _.. �.._.. �.._.._.. J g z z I SHOWER w a 4„ CONNECT TO V Q p EXIST. WATER I 4" HOUSE MAIN DRAIN G.O. SUPPLY SYSTEM I � � cV TO PRIVATE rHELL z 4" TO SEPTIC w — — — �+ c., N M tt Lu \ \ Q Q Q C C SYSTEM � � 0 Co 0 PROJECT: O'HARA ADDITION 165 ROGERS ROAD FLUME3 1 NO RISER - DRAIN / !TASTE / NEAT FLUM 3 I NO RISER - SUFFL1' SOUTHOLD, NY 11971 SCALE: NTS SCALE: NTS DRAWING TITLE: PLUMBING RISER DIAGRAMS PAGE: P-1.0 1.001 DATE: 09/05/23 14 OF 15 OE NE A.�- S*Nr��50 L E"%r Q _ EXISTING TO BE DEM01-15HED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. EXISTING TO REMAIN WHEN APPLICABLE) NEW WOOD FRAME (L.6. NEW FOUNDATION WALL 5TL. WHEN APPLICABLE) Q N NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V 1- O i� © POST FOR 4" WALLS WOOD FRAME (L.G. 5TL.. O - WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL y _ D ..� r POST FOR 6" WALLS), U.O.N. $tJ $- +, N >: NEW 2-HR FIRE RATED WOOD FRAME (L.G. 5TL.. O Lo �fi WHEN APPL I GABLE) 201-° X U(V - - - - O - - - - - - Z - - O O m � , FLOOR PLAN NOTES • , Y2" C p DOOR NOTE: NEW LAUNDRY ROOM: - - - - cv iv D D „Q s- O Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O I. NEW WASH /DRY HOOK UP O- O Vt (�L/1 ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.COORDINATE LAUND. ROOM d DOOR DIM.'s 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT w/ 51ZE OF EQUIP. ON PLANS BY 'ANDER5EN' (OR 3.PROVIDE HOOK UPS AS REQS PER MANU. EQUAL). � 12 PROP. 12 3.NOTE DOES NOT INDICATE EACH NEW DOOR LL PROPOSED;SEE DESIGNATIONS 4 DOOR SCHEDULE. CRAWL SPACE IN. FROM PERPENDICULAR p �j Ill S.F. - - - - - - - 4.PLACE DOORS 4 M DRYER EXHAUST NOTE: x O -UNFINISHED- UNDER-FLOOR - - - - T UNHEATED WALL5,U.O.N. I. DUCT SHALL TERMINATE TO EXTERIOR 0 iv 5. INSTALL AS PER MANU SPEG.'s 2 DUCT SHALL TERMINATE MIN. 4-O„ FROM ANY - - - - - - b.PROVIDE (2) 2"xl0" HDR.,U.O.N. . � VENTILATION -}-J _ OPENI N6S ® FLOOR ° 1. SEE PAGE 6-003 FOR ALL OTHER FRAMING 5.DUCT SIZE AS PER MANU. AREA 116 S.F. :' NEW (2) 2"x1 P.T. DROPPED BEAM U ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER 4b REO. S.F. PROV. ?0 (BOLTED TO POSTS) D O STAIR 4 RAILING NOTE:, 5. TRANSITION DUGT5 SHALL NOT BE CONGEALED WITHIN n 1 2 „ CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO 1_O 1O" Q ' r W I. ALL NEW STAIRS 5HAL1. HAVE MAX. 6-I/4 RI d MIN. 10 CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM Q-`V2 : (2J 2"X6" P.T. REQ D VENT 1.2 S.F. 1.8 S.F. � 0~-'� � ' Tr - RISERS SHALL BE CLOSED SHALL BE LIMITED TO SINGLE LEN6TH5, NOT TO ® m 2. GREATEST RISER HEIGHT IN A FL16HT OF STAIRS SHALL EXCEED 5 FEET AND SHALL BE LISTED AND LABELED - - - - - - - - - - -HDR. - - _ _ - - _ _ - _ - - - - NOT EXCEED THE SMALLEST BY MORE THAN IN ACCORDANCE WITH UL 2155A. © 5. HEADROOM IN STAIRWPNY5 SHALL BE AT LEAST 6'-5". b.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID • 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS 4.1. BETWEEN CLEAR HEIGHT 4 HANDRAILS: 3b MIN. '4 I2) RI t 6" N W VxV ACCESS HATCH 4.1. BELOW HANDRAIL., RAIL ON ONE SIDE: 31.5" MIN. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 4.2. BELOW HANDRAIL., RAILS ON BOTH SIDES: 1 MI MIN. DUGT5 SHALL NOT BE CONNECTED WITH SHEET-METAL � ry II) Tr t .5' U A3 i TO CRAWL SPACE ® LOCATION 5. HANDRAILS SHALL BE PROVIDED B NOT LESS THAN SCREWS .o OF EXIST. BILCO DOORS OIL TANK U ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR 1• MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER OR MORE RISERS,AND WHERE SHOWN ON PLANS. LOCATION TO THE WALL OR ROOF TERMINATION. THE 2 X 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 ° FEET FOR EACH 45 BEND AND 5 FEET FOR EACH QC WALKING SURFACES LOCATED MORE THAN 50" ABOVE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES FINISHED FLOOR OR 6RADE, 4 WHERE SHOWN ON PLANS. O. - - 0 Q ° 1. 42" HIGH GUARDRAIL 4 SPINDLE SPAGIN6 NOT TO NOT INCLUDE THE TRANSITION DUCT. ALLOW PASSAGE OF A 4" SPHERE;36" H16H I EXIST. �� -Q 0 CP 0 1EX15T. REMAIN lJ J -�p1'ED HW HANDRAIL 4 SPINDLE SPAGIN6 NOT TO ALLOW NEW PLUMBING FIXTURES: BASEMENT �. 4°xb° pR0 n n 1 PASSAGE OF A 4" 0 SPHERE. OS ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. - - - -� -UNFINISHED- VJ 6. GRIPPABLE RAIL AS PER GORE. SEE AL50 PLUMBING GENERAL NOTES ON PAGE 6-002. EXIST. 2"x6" F J 4"xb" DROPPED X -UNHEATED- 9. RAILING TO BE WOOD. ® I6" O.G. I ® � EXIST. WINDOW NOTE: O SMOKE DETECTOR / GO DETECTOR NOTES: -► Q N ELECTRIC B ::-5 O I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDER5EN 6 I. CONTRACTOR SHALL PROVIDE GORE COMPLIANT A-301 10.Q 0 O X PANEL CASEMENT,DOUBLE-HUNG,OR 6LIDINC (AS NOTED). SMOKE /CARBON MONOXIDE COMBINATION DETECTOR _ 0 CP HARD WIRED TO EACH OTHER w/BATTERY BACKUP. - cl INSTALL AS PER MANU. SPEC.'S. 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; 2.INTERCONNECTION BETWEEN NEW d EXISTING DEVICES x x p L -- -- SHALL NOT BE REQUIRED WHERE EXISTING ALARMS N I= SEE DESIGNATIONS 4 WINDOW SCHEDULE. N 0 3.FOR SUBSTITUTIONS, SEE NOTE #41 IN "GLASS IWINDOWS ARE NOT INTERCONNECTED, AS PER NYS R314.4. K n1 ; AND DOORS" ON PAGE 6-002. 3.PROVIDE SMOKE/ CO DETECTORS AS INDICATED, AND L Q AIR 4.ALL CASEMENT WINDOW:' TO HAVE 5TRAI6HT ARM HINGE. PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. EXIST. 2"xV F.J. HANDLER 5. ALL DOUBLE HUNG WINDOWS TO BE TILT KASH 4.SMOKE /00 DETECTORS TO MAINTAIN V MIN. 6.IN GENERAL,TEMP. 6L. SHALL BE PROVIDED: HORIZONTAL SEPARATION FROM 5UPPLY/RETURN DUCTS 6.I. FOR ALL 5KYL16'HT5 4 OPERABLE PANELS OF 4 OPENIN65 TO BATHROOMS w/SHOWER OR TUB. 1 SWIN61N6, SLIDING, 4 BIFOLD DOORS 5. INSTALL ALL AS PER MANU. SPEC.'S - 6.2. WITHIN 15" OF F.F. 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR iq 6.5. WITHIN 24" OF A DOOR IN COMPLIANCE WITH LOCAL CODE ' 6.4. WITHIN 5TAIRWAY5 4 WITHIN 56" OF A LANDING (2) 2"x6" DROPPED 6.5. WITHIN TUB/SHOWERG ENCLOSURES ERE55 W W INDO WELL: - - - 6.6. SEE ALSO GENERAL NOTES ON PAGE G-002U PROVIDE NEW E5RE55 WINDOW WELL 4 COVER BY -GRAVEL UNDER 1. SEE PACE 6-005 FOR FRAMING ELEMENTS AROUND "ROCKWELL;ELITE SERIES" 66"W.X72"H. OR EQUIVALENT. - V ISIIN6/MODIFIED WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM INSTALL AS PER MAN. SPECS. � 0 PO (2) 2"xIO" HEADER U.O.N. fV 7 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER NEW FLOOR: NYS R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS 6 N ® I LE55 THAN 2 ABOVE F.F., THAT ARE MORE THAN'12° I. NEW E" PLYWOOD SUBFSHEA BENEATH (GLUE 4 SCREW); X I SCREW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. ® ►u ABOVE GRADE THE ADJACENT BUILDING EXTERIOR. INTERIOR.SURFACE AT THE L _�J - - - - - L J EGRESS NOTE: 2•NEW FINISHED FLOOR PER H.O. SELECTION - IN COMPLIANCE WITH NEW PORK STATE BUILDING _ _ _ _ _ _ _ - - - - Lo CODE, SECTION R510.2.I;THE FOLLOWING MEANS OF O NEW 4 x3 ALUM. DOWNSPOUT (TYP.) W Do EGRESS SHALL BE FOLLO?4ED: u NET CLEAR OPENING........... 5.1 S.F. 10 GUTTER HIGH POINT (T`YP.) (f� NET CLEAR HEIGHT............... 24" MINIMUM NET CLEAR WIDTH................. 20" MINIMUM ® - w II RESERVED �� IL P UNDER-FLOOR AREA VENTS lIt 12 NEW VENT w/MIN. I S.F. NET VENTILATION OPENING UPER 2020 IRG RSPECS; INSTALL AS PER MANU. SPEC WITHIN Y2 Z I'-5Y2" I-5 � Z V-O" OF BUILDING CORNERS � l� �, U Q HOT WATER PIPING INSULATION: MECHANICAL SYSTEM PIPING AND HOT WATER PIPING 5HALL BE INSULATED TO AN R-VALUE OF NOT LE55 THAN R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NYS EGG R403.4 4 R403.5: N 1. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING Q FLUIDS >105°F OR <55°F (R403.4) o 2. PIPING J" AND LARGER IN NOMINAL DIAMETER S. PIPING 5ERVINC MORE THAN (1) DWELLING UNIT FRCF`05 �) FOV N r�)A T I O N PLAN 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE PROJECT: 5. PIPING FROM WATER HEATER TO A P15TRIBUTION MANIFOLD l O�� J. � SCALE: b. PIPING LOCATED UNDER A FLOOR SLAB J ��OGG✓J T. BURIED PIPING O'HARA 6. SUPPLY 4 RETURN PIPING IN REGIRCU �'S LATIOYSTEMS OTHER THAN DEMAND tREGIA:GULATION SYSTEMS. ADDITION 165 ROGERS ROAD ALL NEW WINDOWS SHALL BE ANDER5EN; INSTALL AS PER MANU. SPEG.'s, *WINDOW FRAMES AND DOOR FRAMES TO BE BLACK'S SOUTHOLD, NY 11971 SEE PAGE "G-003" FOR NAILING 4 STRAPPING DETAILS. DOOR SCHEDULE �i SEE DOOR SCHEDULE FOR ALL Gl_A55 DOORS FROM SAME MANUFACTURER DOOR MATERIAL I DRAWING TITLE: FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER r FIRE WINDOW CHART ( DENOTES TEMPERED GLASS) TAG DESCRIPTION MANUFACTURER Q N RATING NOBS PROPOSED FOUNDATION PLAN - - - - - -- - - - -- WIDTH HEIGHT F- J ROUGH OPENING WINDOW DIMENSION CLEAR LIGHT VENT TA6 TYPE MODEL # OPENING TEMP. PROV. PROV. WIDTH REOD: 20 PER PER FIRST FLOOR HE16HT REQ'D:24" UNIT UNIT - ----- HEIGHT WIDTH HEIGHT DETAILS TO BE WIDTH OPEN REOV: 5.1 S.F. STYLE 405 W/ 101 ANDER5EN 3'-O" 6'-8" • I SELECTED BY H/O A 2) DOUBLE HUNG I rTW2452 2-b 5 44 2'-5 5'-4 &92 5 I° OPTIONAL GRILLES PAGE: ( ] Q DETAILS TO BE I NARROLINE GLIDER :: SELECTED BY H/O IF102 NLGD10068-4 ANDER5EN a 6 8 I • • B (2) DOUBLE HUNG TW24310 2'-6 �" 4'-O 2'-5 4'-O 6.37 3.66 103 'FRENCH QUARTER RUSTIGA 3'-0" 6'-8" � • DETAILS TO BE00 G CASEMENT G13 2'-O 3'-O 2'-O �" 2'-II 4.3 F3.9 EXTERIOR DOOR �i SELECTED BY H/O A-102m0 JELD-WEN „ „ 1 D (5) DBL. GW235 4'-9" 3'-5 " 4'-8 " 3'-4 E" j [� 12.0 11.1 104 INTERIOR SWING (OR EQUAL) 2-4 6-8 CASEMENT FIF JJELD-WEN „ „ E (4) CASEMENT G14 2-O 4-O 2-0 4-0 5A 5 4 105 INTERIOR SWING - (OR EQUAL) 2-6 6-8 - I DATE: 09/05/23 6 OF 15 PICTURE P5050 5'-O 5'-O 4'-I I �" 4'-I I �" [� 21.1 O BARN DOOR 11E • DETAILS TO BE 106 INTERIOR DOB E4-O 6 8 L • SELECTED BY H/O :: „ 10'i CLOSET BIFOLD JELD-WEN 5'-°„ b'-8" • L � -(2) 2'-6"xb'-8" G (2) DOUBLE HUNG TW2442 2'-6 �� 4-4 2-5 4-4 -1.01 4.02 (OR EQUAL) L� G* DOUBLE HUNG TW2442 �'-6 �" - 4'-4 ill2'-5 " 4' 4 ill "7.01 4.02 ''`p,�, - - - - -- - - - WEN H (2) DOUBLE HUNG TW2432 2'-6 �" 3'-4 �" 2'-5 " 3'-4 �" 5.01 2A4 201 (2) �NTERIOR SWING • �� «" ;: 2 ' , (OR EQUAL) 202 INTERIOR SWING I (2) CASEMENT GX135 2'-8" 3'-5 " 2'-7 " 3'-4 " Q 6.8 6.3 CLOSET (ORE UAL) 2'-°° 6'_8" I • `-- -� ta. INTERIOR SWING---][ JELD-WEN �: : :: II - • !l I � I 6 8 _ _ _ 203 _ I 6.8 6.3 - e �. X 2 8 3 5 2 '1 3 4 _ ..SEMENT G 135 ! .GA � � � Q Q �I CLOSET (OR EQUAL) i n i n i it : ni, IF 6.42 3.62 J DOUBLE HUNG TW21032 3 0 3 4 2 II 3 4 -.r K ::]F DOUBLE HUNGIF TW3046 i 3'-2 �" 4'-8 �" 3'-1 i" 4'-8 i" Q 10.31 5.15 t. GENERAL 5"%rl�50L _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT NATURALG T 4 VENTILATION NOOD FRAME (L.6. 5TL. (HABITABLE SPACE) W' WHEN APPLICABLE) J 0 EXISTING TO REMAIN FLOOR AREA 4-I5 S.F. NEW WOOD FRAME (L.-0. NEW FOUNDATION WALL 1.S.F. REQ. S.F. PROV. -F+ 5TL. WHEN APPLICABLE) Q ._ LI614TIN6;MIN. e>% 12� C Cn 38.0 S.F. 83.6 S.F.NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL OF FLOOR AREA � 1- 0 WOOD FRAME (L.G. 5TL. © P05T FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL VENTILATION;MIN. I 0 q.O S.F.SF 318 S.F.SF. . . . . i m 4% OF FLOOR AREA - -p POST FOR 6" WALLS), U.O.N. 4 , CV >' NEW 2-HR FIRE RATED I'-�2" L0 Z Rd- WOOD FRAME (L.6. 5TL. 20'-'i" II'-o" O .c WHEN APPLICABLE) '1'-3y2' S'-O" �'-3y2" C 41_ II x U 0 0M �' CrQ FLOOR PLAN NOTES Z�N _ (2) q.5" LV HDR. (2) q.5" LVL DR. (Y C 0 0 0 DOOR NOTE: NEW LAUNDRY p ROOM: , iv E ^a m 0 Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O4 I. NEW WASH /DRY HOOK UP - W ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.COORDINATE LAUND. ROOM d DOOR DIM.'s r 2.INSTALL NEW EXTERIOR DOOR-5 WHEN GALLED OUT 1-4/SIZE OF EQUIP. EREPLAGENINC ¢� ON PLANS BY ANDERSEN (OR EQUAL). 3.PROVIDE HOOK UPS A5 REO'S PER MANU. 5.NOTE DOES NOT INDICATE EACH NEW DOOR u m N PROP05ED;SEE DESIGNATIONS d DOOR SCHEDULE. 8 `p 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR DRYER EXHAUST NOTE: p 3 3 cV WALLS,U.O.N. 0 (b I. DUCT SHALL TERMINATE TO EXTERIOR - PROP. 5. INSTALL AS PER MANU SPEG.'s 2.DUCT SHALL TERMINATE MIN. 4'-O" FROM ANY z ADDITION 6.PROVIDE (2) 2 xl0 HDR.,U.O.N. 2-6' WIDE EXIST. cV-0 OPENINGS !U_a 205.8 S.F. V 1. SEE PAGE 6-003 FOR ALL OTHER FRAMING OUTDOOR SHOWER GONG. ui U N E 3. DUCT SIZE A5 PER MANU. ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. DOOR _ 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER RAMP SLOPED GEILIN6� 6 O STAIR B RAILING NOTE:- 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN - PROP. FRAME STOOP - 2 I. ALL NEW STAIRS SHALL. HAVE MAX. 8-I/4" RI d MIN. 10" CONSTRUCTION. FLEXIBLE TRAN5ITION DUCTS USED TO b'-O" =I CENTER ON DOOR CONNECT THE DRYER TO THE EXHAUST DUCT 5Y5TEM 4'- 2" 1'-0" 2 4 P05T i+ E (3) I6" LVL FLUSH HDR. W/(2) " STEEL FLITCH (' Tr - RISERS SHALL BE CLOSED SHALL BE LIMITED TO 51NOLE LENGTHS, NOT TO TO HDR. (2) 1lb75" LVL HDR. --�� 2. 6REATE5T RISER HEIGHT IN A FL16HT OF STAIRS SHALL PLATES;MOLT 12 O.G. UP/DOWN W/ THRU BOLTS NOT EXCEED THE SMALLEST BY MORE THAN EXCEED 8 FEET AND SHALL BE LISTED AND LABELED - - _ - IN ACCORDANCE WITH UL 2155A. -7 3. HEADROOM IN STAIRWAYS SHALL BE AT LEA5T 6'-5". 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK R160 i 103 l 4 P05T I 1O2 REF. 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: 104 - TO HDR. METAL w/ SMOOTH INTERIOR SURFACES WITH JOINTS 4.1. BETWEEN CLEAR HEIGHT d HANDRAILS: 56' MIN. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST K ^7 DROP GEI IN6� (12 RI 12) RI t 8 EXIST Q N 1 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. _ > NEW ® t g- iv II) r ® t q 5"UP (� J „ DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL cV NEW 6 xb �� I Qo _ 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 2-1 MIN. SCREpe OUT EXIST. 2"x5" F.J. F-►u 5. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN 7, MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER �0 ' ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR in 5HOWER t - ® 16" O.G. - _ _ J u� MODIFIED p LOCATION TO THE WALL OR ROOF TERMINATION. THE OR MORE RISERS, AND WHERE SHOWN ON PLANS. PROPOSED VIF DBL. F.J. -� LIVING ROOM Q� I FILL ROOF AT LOCATION EXIST. MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 > 6. GUARDRAILS SHALL BE: PROVIDED FOR OPEN-SIDED FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° MUDROOM/ _ J „ V W= OF EXISTING SKYLIGHT KITCHEN EN 6 XIST. PROP. cV �_ 7b GL6. O� WALKING SURFACES LOCATED MORE THAN 30 ABOVE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES LAUNDRY u1 0 �� CATHEDRAL GEILING� ° - FINISHED FLOOR OR GRADE, d WHERE SHOk4N ON PLANS. I STEP HALLWAY H6HT. m -r. 42 HIGH GUARDRAIL d SPINDLE SPACING NOT TO NOT INCLUDE THE TRANSITION DUCT. _ 82 GLG. 105 " " I m N V� EXIST. DINING ® cn ALLOW PASSAGE OF A 4" 0 5PHERE;36" HI6H HGHT. (2) 2 �C1O HD m ROOM HANDRAIL d SPINDLE SPAGIN6 NOT TO ALLOW NEW PLUMBING FIXTURES: 2V x VN _ 106 ® 14 -CATHEDRAL CEILING— CEILING 3 PA55A6E OF A 4" 0 SPHERE. O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. A - COUNTER �p HOOD 8. 6RIPPABLE RAIL AS PER GORE. 5EE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. ��' 6-3 :2'-O" I01-411 � �� q. RAILING TO BE WOOD. 4_3 F- NQ I it WINDOW NOTE: O SMOKE DETECTOR / GO DETECTOR NOTES: g irOL O 1. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN 6 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT 4 PROP. w 'D 7; CASEMENT, DOUBLE-HUNG,OR GLIDING (AS NOTED). SMOKE / CARBON MONOXIDE COMBINATION DETECTOR W V INSTALL AS PER MANU. SPEC.'S. HARD WIRED TO EACH OTHER w/BATTERY BACKUP. `r Lou = XIST. 2"x8" F.J. Hm 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; 2.INTERCONNECTION BETWEEN NEW d EXISTING DEVICES cV F I I T ( ® I6" O.G. 0� Q SHALL NOT BE REQUIRED WHERE EXI5TIN6 ALARMS N r 1 N5EE DESIGNATIONS d WI1�iDOW SCHEDULE. I- 3.FOR SUBSTITUTIONS, SEE NOTE #q IN "CLASS NINDOW5 ARE NOT INTERCONNECTED, AS PER NYS R314.4, w 0. PROPOSED DEN a 3AND DOORS" ON PAGE 6-002. 3.PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND w ( 148 S.F. 4.ALL CASEMENT WINDOW°i TO HAVE STRAI6HT ARM HINGE. PER GENERAL ELECTRICAL NOTES ON PAGE 6-002.5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH 4.SMOKE / GO DETECTORS TO MAINTAIN VMIN.b.IN GENERAL,TEMP. 6L. SHALL BE PROVIDED: HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCT5 V ATED 1016.1. FOR ALL 5KYLI6HT5 d OPERABLE PANELS OF d OFFNINC75 TO BATHROOMS w/SHOWER OR TUB. Q SWIN61N6, SLIDIN5, d BIFOLD DOORS 5. INSTALL ALL AS PER MANU. SPEC.'S DRYER VENT - 6.2. WITHIN IS" OF F.F. 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR NATURAL LIGHT $ 6.5. WITHIN 24" OF A DOOR IN COMPLIANCE WITH LOCAL GODS Lj • VENTILATION 3 A ? 3 A 6.4. WITHIN STAIRWAY'S d WITHIN 56" OF A LANDING 6.5. WITHIN TUB/SHOWER ENCLOSURES EGRESS WINDOW WELL: V N • AREA 145 S.F. 4_ z p 4_,'/ 6.6. SEE AL50 GENERAL NOTES ON PAGE 6-002 O PROVIDE NEW EORE55 WINDOW WELL d COVER BY �21I x , `T�.2 in "1. SEE PACE 6-003 FOR FRAMING ELEMENTS AROUND "ROCKWELL;ELITE SERIES" bb"W.X?2"H. OR EQUIVALENT, cV N S.F. REO. S.F. PROV. ® in WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM INSTALL AS PER MAN. SPEG5. W EXIST. EXIST. (2) 2"xlO" HEADER U.O.N. in w BATHROOM LIGHT 11.5 S.F. 14.0 S.F. 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER NEW FLOOR: RE0 D COVERED r NYS R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS O VENT 5 q S.F. 8.0 S.F. _ •,(2 " I,)(L 61RDEf180r _ LE55 THAN 24" ABOVE F.F., THAT ARE MORE THAN-12" I. NEW '�" PLYWOOD SUBFLOOR BENEATH (GLUE d SCREW); BENCH 24x6� REC�D o- IN Ix AZEK ABOVE GRADE OR THE ADJACENT SURFACE AT THE SCREW PERIMETER OF SHEATHING 6 O.G. d 12 O.G. ® 11-4" BUILDING EXTERIOR. INTERIOR. _ - - - -SI/2 IT4/2" 2.NEW FINISHED FLOOR PER H.O. SELECTION EGRE55 NOTE: IN COMPLIANCE WITH NEW YORK STATE BUILDING O NEW 4"x3" ALUM. DOWNSPOUT (TYP.) ,� 6'-6" 6'-b" U) GORE, SECTION R310.2.1;THE FOLLOWING MEAN5 OF 3 6* EGRESS SHALL BE FOLLOWED: Q D(u 6 3 6 Q to GUTTER HIGH POINT (TYP.) NET CLEAR OFENIN5........... 5.1 S.F. d NET CLEAR HEIGHT............... 24" MINIMUM q'-4" I NET CLEAR WIDTH................. 20 MINIMUM W II RESERVED °' O H UNDER-FLOOR AREA VENTS H 12 Z NEW VENT w/MIN. I S.F. NET VENTILATION OPENING PER 2020 IRG R408; INSTALL AS PER MANU. SPECS WITHIN w a Z V-0" OF BUILDING CORNERS W 0 a I HOT WATER PIPING INSULATION: MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE INSULATED TO AN R-VALUE OF NOT LESS THAN R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NYS EGG R405.4 d R403.5: N W I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING FLUIDS >105°F OR <55°F (R403.4) I p o 2. PIPING 5" AND LARGER IN NOMINAL DIAMETER FROF05�� F I R5T FLOOR PLAN 3. PIPING SERVING MORE THAN (1) DWELLING UNIT 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE PROJECT: 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD 151 I .� S.F. }-HABITABLE S�''AGE; 1511 .E S.F. GROSS AREA SCALE: I/4" b. PIPING LOCATED UNDER A FLOOR SLAB ,. BURIED PIPING O'HARA 8. SUPPLY b RETURN PIPING IN RECIRCULATION SYSTEMS OTHER THAN DEMAND F2EGIIRGULATION SYSTEMS. ADDITION 165 ROGERS ROAD SOUTHOLD, NY 11971 ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEC.'s. *WINDOW FRAMES AND DOOR FRAMES TO BE BLACK* SEE PAGE "0-003" FOR NAILING 4 STRAPPING DETAILS. DOOR SCHEDULE SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER DRAWING TITLE: --------- -- FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER DOOR MATERIAL PROPOSED FIRST FLOOR PLAN WINDOW CHART DENOTES TEMPERED GLASS) RATING TAG DESCRIPTION MANUFACTURER p -� N FIRE NOTES ( Q � FKDTH FHEI0HT J - - -- - -- ------ EGRE55 l� ROUGH OPENING WINDOW DIMENSION CLEAR LIGHT VENT TA6 TYPE MODEL # OPENING TEMP PROV. PROV. WIDTH REO D: 20 PER PER FIRST FLOOR HE16HT REOV:24" UNIT UNIT WIDTH HEIGHT WIDTH HEIGHT _jjOpEN RE[A'D: 5.'1 S.F. STYLE 405 W/ 101 6'-8" DETAILS TO BE ANDERSEN 3-o i, PAGE: - 102 NARROLINE GLIDER DETAILS BY H/O r -- - F-R-1 OPTIONAL GRILLES A (2) DOUBLE HUNG 27 2-b k 5-4 i 2-5 J 5-4 9 8.a2 5.10 -- - -I FANDERSEN q'-q" 6'-8" • �I • DETAILS TO BE B (2) DOUBLE HUNG J TW24510 2'-6 J" 4'-0 J" 2'-5 i" 4'-0 J" 6.51 3.6b NLCD10068-4 L J��u SELECTED BY H/O ®� . 103 FRENCH QUARTER RUSTICA 3'-O" 6'-8" �I • !� DETAILS TO BE I II I II I II I II 00 EXTERIOR DOOR' SELECTED BY H/O G CASEMENT � 013 II 2'-0 � _ 5,-0 � 2,-0 � 2-I I e 4.3 3.Q JELD-WEN „ D 3 DBL. GW235 4'-Q" 3'-5 4'-8 3'-4 12.0 II.I j 104 INTERIOR SWING (OR EQUAL) 2-4 6-8 O CASEMENT - - - - - ,--- -- � Q ___ JELD-wEN r_-__ _- _ -- - ___ DATE: 09/05/23 7 OF 15 E (4) CASEMENT G14 1 2'-O 4'-O 2'-O �" 4'-O" 5.q 5.4 105 -- INTERIOR SWING (OR EQUAL)INTERIOR DOUBLE DOUBLE 4'-O" 6'-8" • l • DETAILS TO BE F* (2) PICTURE P5050 5'-O 5'-O 4'-II 4'-II �" [� 21.1 O 106 BARN DOOR SELECTED BY H/O JELD-WEN I' I I 10'7 CLOSET BIFOLD 5'-O" 6'-511 • �� (2) 2'-6"x6'-8" �- G (2) DOUBLE HUNG TW2442 2-6 4-4 2-5 4-4 -1.01 4.02 (OR EQUAL) * II 4'-4 �II 2'-5II 41_4 IIIIF Q 1 7.01 4.02 8 s G DOUBLE HUNG TW2442 =Z-6 ----... 7F � I JELD-WEN I II f H (2) DOUBLE HUNG TW2432 2-b 3-4 2-5 3-4 S.OQJ 2A4 201 (2) FINTERIOR SWING 2-6 6-8 • �� / I II I II I II I II , (OR EQUAL) ;., 11 n I (2) CASEMENT GX135 2-8 I 3-5 2--r 3-4 6.8 6.3 2O2 INTERIOR SWING JELD-WEN 21 -O II Q CLOSET (OR EQUAL) 1 INTERIOR SWING JELD-WEN I* CASEMENT GXi35 2'-8" l 3'-5 2'-T 3'-4 [� [� 6.8 6.3 203 CLOSET (OR EQUAL) I'-b" 6'-8" • rM r,' J DOUBLE HUNG TW21032 3'-O 1" 3'-4 9" 21-11 j" V-4 J" 6.42 3.62 N K DOUBLE HUNG ][:TW3049, 3'-2 J" 4'-8 i" 3'-1 i11 4'-8 g" 10.51 5.15 _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT Q WOOD FRAME (L.6. 5TL. �W EXISTING TO REMAIN WHEN APPLICABLE) J 0 -{ NEW WOOD FRAME (L.6. NEW FOUNDATION WALL F----I 5TL. WHEN APPLICABLE) Q N NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL 1- 0 WOOD FRAME (L.6. STL. POST FOR 4" WALLS r- CD WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR 6" WALLS), U.O.N. N O NEW 2-HR FIRE RATED WOOD FRAME (L.6. 5TL. 0 �_ Lo Z 4 WHEN APPLICABLE) ax -J N iv > 0 U _ - - --_ - - --_- ---- C-_ _ O Wc0 Lo FLOOR PLAN NOTES O O +++ DOOR NOTE: NEW LAUNDRY ROOM:I. NEW WASH /DRY - --' - -= --- -- -------- �_ Q O Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O4 HOOK UP ON PLANS BY 'JELD-WEN' (OR EQUAL). � DOOR DIM.'s 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 2•COORDINATE LAUND. ROOM 4 - - w/SIZE OF EQUIP. -- -------- - - - ---:-- ___,._..-- - ON PLANS BY 'ANDERSEN' (OR EQUAL). 3.PROVIDE HOOK UPS AS REO'S PER MANU. -- -- - ---- - ---- =_-----.-_-- -.-_ = I 1� 3.NOTE DOES NOT INDICATE EACH NEW DOOR PROPOSED;SEE DESIGNATIONS 4 DOOR SCHEDULE. 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR HALLS,U.O.N. DRYER EXHAUST NOTE: -_ --- -=in ---_ - -# I I. DUCT SHALL TERMINATE TO EXTERIOR _ 5. INSTALL AS PER MANU 5PEC.'s - ---- -T-- - -- -.ry- - _-- - -- -- 6.PROVIDE (2) 2"xl0" HDR., U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY - - �- 7. SEE PAGE 6-003 FOR ALL OTHER FRAMING 3.DUCT SIZE AS PER MANU. __- ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER ----- ------ - --- 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN �Y� OSTAIR 4 RAILING NC>TE: CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO - - - L I I 2 I. ALL NEW STAIRS SHALL HAVE MAX. 5-I/4 RI 4 MIN. 10 _- Tr - RISERS SHALL BE CLOSED CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO - --- _---- --_-- --- - -- T EXCEED 8 FEET AND SHALL BE LISTED AND LABELED 77,- NOT EXCEED THE 51,4ALLEST BY MORE THAN ". IN ACCORDANCE WITH UL 2I55A. 3'0" GLG. HGHT. NATURAL LIGHT 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6'-8". 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID O 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS O EXIST. (I ) RI 'v�:t 8" I VENTILATION 4.1. BETWEEN CLEAR HEIGHT 4 HANDRAILS: 36" MIN. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST DOWN 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5 MIN. (II) Tr t a.5 m FLOOR DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 6 AREA 280 S.F. 4.5. BELOW HANDRAIL, RAIL5 ON BOTH SIDES: 27" MIN. SCRE y5 Q l� 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER EXIST. IL • N PROPOSED z ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR - 5M/CO j X BEDROOM 3 N S.F. REQ. S.F. PROV. LOCATION To THE WALL OR ROOF TERMINATION. THE �p X OR MORE RISERS, AND WHERE 5HOWN ON PLANS. MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 BATHROOM x MODIFIED w 280 S.F. w LIGHT w � _ 2 22.4 S.F. 24.0 S.F. 6. GUARDRAILS SHALT_ BE PROVIDED FOR OPEN-SIDED FEET FOR EACH 45° BEND AND 5 FEET FOR EACH a0° r I* (V - HALLWAY �0 D FILL ROOF AT LOCATION WALKING SURFACES LOCATED MORE THAN 50" ABOVE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOE5 ® 203 ' 6 VENT OF EXISTING SKYLIGHT NOT INCLUDE THE TRANSITION DUCT. ° - FINISHED FLOOR OR GRADE, 4 WHERE SHOWN ON PLANS. -7'5" CL6. m 11.2 S.F. 22.2 S.F. \ '1. 42" HIGH GUARDRAIL 4 SPINDLE SPACING NOT TO ALLOW PA55A6E OF A 4" 4) SPHERE;36" H16H - IJ HGHT. 8 REQ'D (/l HANDRAIL 4 SPINDLE SPAGIN6 NOT TO ALLOW NEW PLUMBING FIXTURES: O D V lJ PASSAGE OF A 4" 4' SPHERE. O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. PROP. PROP. 1 �� 84 GL6. H6HT. - - _ - _ - I n �LJ 8. 6RIPPABLE RAIL AS PER CODE. SEE ALSO PLUMBING 6ENERAL NOTES ON PAGE 6-002. CL 0 p 0 a. RAILING To BE WOOD. WINDOW NOTE: SMOKE DETECTOR / GO DETECTOR NOTES: EXIST. 6 :2'-0" 3'-4" -2 _ " IL O I. ALL NEW WINDOW5 4 DOORS SHALL BE ANDERSEN O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT ry SMOKE /CARBON MONOXIDE COMBINATION DETECTOR 202 201 x U CASEMENT, DOUBLE-HUNG, OR GLIDING (A5 NOTED), O INSTALL AS PER MANU. 5PEG.'S. HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 4$x6Q SLDR N I Q d 00 OQ a J 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES ry 6 X �-_ �p X SEE DESIGNATIONS 4 WINDOW SCHEDULE. SHALL NOT BE REQUIRED WHERE EXISTING ALARMS 7'5" GL6. I w U X N® I w 0 \` 3.FOR SUBSTITUTIONS, SEE NOTE " IN GLASS WINDOWS ARE NOT INTERSMOKE/ /COD, AS PER NY5 R314.4. EXISTING �°HT• MODIFIED w 3.PROVIDE SMOKE/GO DETECTORS A5 INDICATED AND la'-7" AND DOORS ON PAGE G-002. � I �_ �� 4.ALL CASEMENT WINDOWS TO HAVE 5TRAI6HT ARM HINGE. PER GENERAL ELECTRICAL NOTES ON PACE 6-002. BEDROOM I Q BEDROOM 2 6 I 5-6" 4.SMOKE /Go DETECTORS To MAINTAIN 5' MIN. 115.5 S.F. � I II.6 S.F. 3'O" GL6. 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH HORIZONTAL SEPARATION FROM 5UPPLY/RETURN DUCTS H6HT. 4'-O" 4'-0" 6.IN GENERAL,TEMP. 6L. SHALL BE PROVIDED: 4 OPENIN65 TO BATHROOMS w/SHOWER OR TUB. NATURAL LIGHT I$ NATURAL LIGHT I$ GL6. HGHT 6.1. FOR ALL 5K1'L16HT5 4 OPERABLE PANELS OF 5WIN61N6, SLIDING, 4 BIFOLD DOORS 5. INSTALL ALL AS PER MANU. SPEG.'s VENTILATION VENTILATION _ 6.2. WITHIN 18 OF F.F. 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR : IN COMPLIANCE WITH LOCAL CODE FLOOR 115 S.F. FLOOR III S.F. - 6.3. WITHIN 24" OF A DOOR = AREA AREA -�- - 6" 3 --D - -i 3 ----- D �- - 6.4. WITHIN STAIRWAY5 4 WITHIN 56" OF A LANDING 6.5. WITHIN TUB/SHOWER ENCLOSURES E61RESS WINDOW WELL: S.F. REO. S.F. PROV. S.F. RE0. S.F. PRO\/. - 6.6. SEE ALSO GENERAL NOTES ON PAGE G-002 O7 PROVIDE NEW EORF-55 WINDOW WELL 4 COVER BY I „ „ L16HT LIGHT _ "I. SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND ROCKWELL;ELITE SERIES" 66 W.X72 H. OR EQUIVALENT. �O,D a.2 S.F. 11.1 S.F. REO,D 5A S.F. I1A S.F. WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM INSTALL AS PER MAN. SPECS. (2) 2"AO" HEADER U.O.N. VENT 4b S.F. a.2 S.F. VENT 4.4 5.F. a.2 S.F. b.WINDOW FALL PRO 11:OTION SHALL BE PROVIDED PER NEW FLOOR: NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HE16HT5 O I. NEW '" PLYWOOD SUBFLOOR BENEATH (GLUE SCREW); ABOVE GRADE OR THE ADJACENT SURFACE AT THE LE55 THAN 24" ABOVE F.F., THAT ARE MORE THAN 72" 4 SCREW PERIMETER OF SHEATHING 6" O.G. 4 1 O.G.4 '-- BUILDING EXTERIOR. INTERIOR.2.NEW FINISHED FLOOR PER H.O. SELECTION EGRESS NOTE: _ _ IN COMPLIANCE WITH NEW YORK STATE BUILDING O NEW 4"x3" ALUM. DOWNSPOUT (TYP.) GORE, SECTION R310.21;THE FOLLOWING MEANS OF Lo EGRESS SHALL BE FOLLOWED: 3 H 10 4 m a 00 3 H d Q EXTERIOR NET CLEAR OPENINO........... GUTTER HIGH POINT (TYP.) DORMER WIDTH NET CLEAR HE10HT................ 24" MINIMUM a'-8" a'-4" 2'-O" I6'-O" 2'-0" NET CLEAR WIDTH................. 20" MINIMUM 2O_5„ 20'-0" W II RESERVED a 0 UNDER-FLOOR AREA VENTS 12 NEW VENT w/MIN. I S.F. NET VENTILATION OPENING PER a 2020 IRG R408; INSTALL AS PER MANU. SPEG'S WITHIN w 3'-0" OF 5UILDIN6 CORNERS w O C� Q HOT WATER PIPING INSULATION: MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE INSULATED TO AN R-VALUE OF NOT LE55 THAN R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NYS EGG R403.4 4 R403.5: C'1 N I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING Q o FLUIDS >105°F OR <55°F (R403.4) 0 0 2. PIPING 5" AND LARGER IN NOMINAL DIAMETER FROFO5F-17 SEG0ND FLOOR PLAN PROJECT: 3. PIPING SERVING MORE THAN (I) DWELLING UNIT 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD 6. PIPING LOCATED UNDER A FLOOR SLAB -760.01 5.F. HA51 TAE3LE 5i=AGE; -760.ci S.F. GROSS AREA SCALE: I/4" = I'-O" 7. BURIED PIPING 8. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS O'HARA OTHER THAN DEMAND FECIRGULATION SYSTEMS. ADDITION 165 ROGERS ROAD ALL NEW WINDOWS SHALL BE:: ANDERSEN; INSTALL AS PER MANU. SPEC. DOOR SCHEDULE's. *WINDOW FRAMES AND DOOR FRAMES TO BE BLACK* SOUTHOLD, NY 11971 SEE PAGE 6-003 FOR NAILING 4 STRAPPING DETAILS. ** SEE DOOR SCHEDULE FOR ALL OLA55 DOORS FROM SAME MANUFACTURER - ** FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER DOOR MATERIAL DRAWING TITLE: WINDOW CHART ( DENOTE5 TEMPERED OLA55) TAG DESCRIPTION MANUFACTURER Ll N RATING NOTES _ FIRE PROPOSED SECOND FLOOR PLAN WIDTH HEIGHT t- 4 O EGRESS ROUGH OPENING WINDOW DIMENSION CLEAR LIGHT VENT _L O TA6 TYPE MODEL # OPENING TEMP PROV. PROV. ____._ WIDTH REOD: 20 PER PER FIRST FLOOR HEIGHT REO'D:24" UNIT UNIT -- --- WIDTH HEIGHT WIDTH HEIGHT OPEN REO'D: 5.7 S.F. STYLE 403 W/ l DETAILS TO BE -__ _.._ _ - 101 OPTIONAL GRILLES ANDERSEN 3-O b-b �J� - • SELECTED BY H/O PAGE: A (2) DOUBLE HUi!lG TW2452 2'-6 �" 5'-4 2'-5g" 5'-4 8.a2 5.10 J 1� NARROLINE GLIDER DETAILS TO BE 102 NLOV IO065-4 ANDERSEN a-a b-8 • )� • SELECTED BY H/O A-104mOO 7 DOUBLE HUi IGTW24310 2'-b �" 4'_O " 2'_5 " 4'_O " 6.3-1 5.66 �� - G CASEMENT' G13 2'-O 3'-0 2'-O J" 2'-II 1=4.5 3.a 103 FRENCH QUARTER RUSTIGA 3'-O" 6'-8" • • DETAILS TO BE EXTERIOR DOOR' ]��' SELECTED BY H/O - -- 104 INTERIOR 5WIN6 JELD-WEN 2'-4" 6'-8" • �� D (3) 7� GAEMEN7� GW23. 4-a-_ 3-5 4-5 �F 3-4 [� 12.0 11.1 (OR EQUAL) ---- JELEOUAL ��' DATE: 09/05/23 8 OF 15 „ „ „ „ 105 INTERIOR SWING 2'-6" 6'-8" :: „ F-10 6 FINTERIOR DOUBLE 4 O 6 8 • • ETAILS TO E (4) CASEMENT7 G14 2-O 4 O 2 O 4-O 5.a 5.4 (OR EQUAL) -IF F* (2) PICTURE P5050 5-O 5-O 4 I I 4 I I BE 0 21.1 O BARN DOOR � � SELECTED BY H/O -IF- JELD-WEN „ „ „ 6 (2) DOUBLE HU1`I6 TW2442 2'-b ill4'-4 �" 2'-5 4'-4 ill '1.01 4.02 107 CLOSET BIFOLD (OR EQUAL) -8 =(:2) -6 xb-8 G* DOUBLE Hu> TW2442 2-6 4-4 9 2-5 4-4 [� "1.01 4.02 F201 (2) INTERIOR SWING 2'-6" 6'-8" • - --- * ,e� + - •;. H (2) DOUBLE HUi�lb TW2432 2 6 -- 3-4 2-5 3-4 5.01 2A4 - -- j (OR EQUAL) 1 �` -� JELD-WEN INTERIOR 5WIN6 JELD-WEN `� 6.8 6.3 202 - ---- 2-O: b:_8:: I (2) GASEMEN7� GXI35 2'-8" 3'-5 2'-7 3'-4 Q CLOSET (OR EQUAL) cif - �INTERIOR 5WIN6 JELD-WENs. l% .►, ,'" I* GA5EMEN7� GXI35 2-8 51-5 2--I 3-4 [� [� 6.8 6.3 203- - ,I CLOSET - (OR EQUAL) I-6 6-8 • ; ^,.,7:� �i 41 DOUBLE HUNG TW21052 3'-0 ill 3'-4 2'-11 V-4 6.42 5.62 �J I e'' ' /"`} AID -- -- :, 0 F K DOUBLE HUi`,G TW3046 3-2 4 8 3 I 4 8 [� _ 10.31 5."15 _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.O. 5TL. Lij WHEN APPLICABLE) W EXISTING TO REMAIN J NEW WOOD FRAME (1-.5. NEW FOUNDATION WALL 5TL. WHEN APPLICABLE) Q -t N 1- NEW I-HR FIR RATED MIN. (2) 2"x4" 5TRUGTURAL V ) E WOOD FRAME (L.O. 5TL. ® P05T FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL w . 0 NEW 2-HR FIRE RATED w POST FOR WA LLS),ALLS), U.O.N. 4-1 - � WOOD FRAME (L.O. 5TL. .41 Q O C WHEN APPLICABLE) 6„ q � 4 Io N 1 51-0„� to q 6 � � X U N O - _ - - _ - - - - -- -_- O FLOOR PLAN NOTES O m � C� - - - --, - -- -- - - � N ' --�-� DOOR NOTE: NEW LAUNDRY ROOM: _ _ -_- --_-_"-___...___ - - - - Q r- m Q OI I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O I. NEW WASH /DRY HOOK UP - ON PLANS BY 'JELD-!^EN' (OR EQUAL). 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s -- �- - W 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT w/SIZE OF EQUIP, --- ON PLANS BY 'ANDERSEN' (OR EQUAL). 5.PROVIDE HOOK UPS AS REO'S PER MANU. -- 5.NOTE DOES NOT INDICATE EACH NEW DOOR ---- V PROPOSED;SEE DESI6NATIONS 4 DOOR SCHEDULE. 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR - _ '--- - ------- - - �cv HALLS, U.O.N. DRYER EXHAUST NOTE: 5. INSTALL AS PER MANU SPEG.'s I. DUCT SHALL TERMINATE TO EXTERIOR ---_ "- - - " - 6.PROVIDE (2) 2xi0 HDR.,U.O.N. _ 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY ® - - � --- -- ° OPENIN65 --- - -1. SEE PAGE 6-005 FOR ALL OTHER FRAMING 5.DUCT 51ZE AS PER MANU. ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN OSTAIR 4 RAILING NOTE: CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO 2 I. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4" RI 4 MIN. 10" _-_-__ _ Tr - RISERS SHALL BE CLOSED CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM - - 10 q 10 q SHALL BE LIMITED TO 51NSLE LENOTH5, NOT TO 2. GREATEST RISER HE16HT IN A FLIGHT OF STAIRS SHALL ---- EXCEED 8 _ _ _ _ _ _ _ _ _ _ _ _FEET AND SHALL BE LISTED AND LABELED _ _ _ - - WITH UL 2155A. 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS:ALLEST BY MORE THAN _ _ _ _ _ _ _ _ _ _ -� -_---__--:--_---_----...----:__ 1--,-- • -NOT EXCEED THE SMALLEST IN ACCORDANCE 5. HEADROOM IN WAY5 SHALL BE AT LEAST b'-8". „ 6.EXHAUST DUCTS SHALL BE MIN 0.0I6 THK RIGID I METAL w/SMOOTH INTERIOR 5URFACE5 WITH JOINTS 4.1. BETWEEN CLEAR HEIGHT 4 HANDRAILS: 56 MIN. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAU5T 4.2. BELOW HANDRAIL,RAIL ON ONE 51DE: 51.5 MIN. DUCTS SHALL NOT BE CONNECTED WITH 5HEET-METAL 4.5. BELOW HANDRAIL,RAILS ON BOTH SIDES: 2-7 MIN. SSREV45 I N v 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN 7, MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYERONE 51DE OF EACH I N N H OR MORE R 5ER5, AND WH ERE SHOWN ON PLANS.T OF STAIRS FOUR LOCATION TO THE WALL OR ROOF TERMINATION. THE x b. GUARDRAILS SHALL BE PROVIDED FOR MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 OPEN-SIDED . ° WALKING SURFACES LOCATED MORE THAN 50" ABOVE FEET FOR EACH 45 BEND AND 5 FEET FOR EACH q0 FILL ROOF AT LOCATION FINISHED FLOOR OR GRADE, 4 WHERE SHOWN ON PLANS. BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES OF EXI5TING 5KYLISHT - "1. 42" HIGH GUARDRAIL. 4 SPINDLE 5PACING NOT TO NOT INCLUDE THE TRANSITION DUCT. U1 N r n ALLOW PA55A&E OF A 4" 41 5PHERE;56" H16H I I V J HANDRAIL 4 SPINDLE 5PAGIN6 NOT TO ALLOW NEW PLUMBING FIXTURES: PASSAGE OF A 4" 0 SPHERE. O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. I _ 5. 6RIPPABLE RAIL AS PER CODE. SEE AL50 PLUMBING GENERAL NOTES ON PAGE 6-002. q. RAILING TO BE WOOD. --------- __- =_ ----- WINDOW NOTE: 5MOKE DETECTOR / GO DETECTOR NOTES: O5 1. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT CASEMENT, DOUBLE-HUNG, OR GLIDING (AS NOTED). SMOKE /CARBON MONOXIDE COMBINATION DETECTOR (>t uJU i HARD WIRED TO EACH OTHER w/BATTERY BACKUP. - -� - INSTALL AS PER MAUL. SPEG.S. 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; 2.INTERCONNECTION NOT BE REQUIRED WERE EXISTING ALARMS DEVICES m - x __n - _ _ _- - - - --- SEE DESIGNATIONS 4 WINDOW SCHEDULE. El 1 3. FOR SUBSTITUTIONS,SEE NOTE # ARE NOT INTERCONNECTED, AS PER NY5 R514.4. q IN GLASS WINDOWS AND DOORS" ON PALL= 6-002. 5.PROVIDE SMOKE/ CO DETECTORS AS INDICATED, AND - 4.ALL CASEMENT WINDOWS TO HAVE STRAIG4iT ARM HINGE. PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. - 4.SMOKE /GO DETECTORS TO MAINTAIN V MIN. 6° i _ 5. ALL DOUBLE HUNG Wii`IDOWS TO BE TILT WASH ---------- 6. El IN GENERAL,TEMP. 6L. SHALL BE PROVIDED: HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS =--_ - --- 10 q 6.1. FOR ALL 5KYL.16HTS 4 OPERABLE PANELS OF 4 OPENIN65 TO BATHROOMS w/5HOWER OR TUB. - - - - - - - - - - __ - __ - _ 5. INSTALL ALL AS PER MANU. 5PEC.'s SWIN61N6,SLIDING, 4 BIFOLD DOORS 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTORED F= H 6.2. WITHIN IS OF F.F. - - --"----- ---- - 6.5. WITHIN 24" OF A DOOR IN COMPLIANCE WITH LOCAL CODE X X 6.4. WITHIN 5TAIRWAYS 4 WITHIN 56" OF A LANDING !U U.I - -IT-O ---- - 6.5. WITHIN TUB/51-10WER ENCLOSURES EGRESS WINDOW WELL: I - 6.6. SEE AL50 GENERAL NOTES ON PAGE 6-002 O PROVIDE NEW EGRESS WINDOW WELL 4 COVER BY FTxo 'I. SEE PAGE G-003 FOFZ FRAMING ELEMENTS AROUND "ROGKWELL;ELITE SERIES" 66"WX'I2"H OR EQUIVALENT. -- cv `flWINDOW5 (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM INSTALL AS PER MAN. SPECS. I I _ _--"- ---"-O_ ._---- O iv- r- 8 PROTECTION SHALL BE PROVIDED PER NEIn! FLOOR: NY5 R512.2 FOR 0 I I I (2) 2 xl0 HEADER U.C.N. SCREW PERIMETER OF SHEATHING b" O.G. 4 12" O.G. - - ABLE WINDOWS WITH SILL HEIGHTS LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN-12" O I. NEW PLYWOOD 5U5FLOOR BENEATH (SLUE 4 SCREW); ABOVE GRADE OR THE ADJACENT SURFACE AT THE BUILDING EXTERIOR. INTERIOR. - - - - - - - - - - - - - - - - EGRESS NOTE: 2.NEW FINISHED FLOOR PER H.O. SELECTION _ _ _ _ _ _ _ IN COMPLIANCE WITH NEW YORK STATE BUILDING o O NEW 4"x5" ALUM. DOWNSPOUT (TY`P.) c GORE, SECTION R510.2.1;THE FOLLOWING MEANS OF ----- ------ --. I6'-O" 2'-b" 10 Lo EGRESS SHALL BE FOLLOWED: 00 NET CLEAR OFFNINry........... 51 5.F. 10 GUTTER HIGH POINT (TYP) q Q Q F- NET CLEAR HEIGHT............... 24" MINIMUM NET CLEAR WIDTH................. 20" MINIMUM 20'-O" cr I I RESERVED '� a X0 O UNDER-FLOOR AREA VENTS Lu I2 NEW VENT w/MIN. I S.F. NET VENTILATION OPENING PER 2020 IRC R408; INSTALL AS PER MANU. 5PEG'S WITHIN w a V-0" OF BUILDIN6 CORNERS Z W O Q a HOT WATER PIPING INSULATION: MECHANICAL SYSTEM PIPIN6 AND HOT WATER PIPING SHALL BE INSULATED TO AN R-VALUE OF NOT LESS THAN R-5 FOR THE FOLLOWING CONDITIONS PER 2020 NYS EGG R405.4 4 R405.5: r� N I. MECHANICAL SYSTEM PIPIN6 CAPABLE OF CARRYING FLUIDS >105°F OR <55°F (R405.4) o 2. PIPING 5" AND LARGER IN NOMINAL DIAMETER FROFOsF-r� ROOF FLAN � 5. PIPING SERVING MORE THAN (I) DWELLING UNIT 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE PROJECT: 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD 6. PIPING LOCATED UNDER A FLOOR SLAB SCALE: I/4" = I'-O" T BURIED PIPING 8. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS O,HARA OTHER THAN DEMAND RECIRCULATION SYSTEMS. ADDITION 165 ROGERS ROAD SOUTHOLD, NY 11971 DRAWING TITLE: PROPOSED ROOF PLAN PAGE: A--105m00 DATE: 09/05/23 9 OF 15 rL gt$fl M Y ELEVATION NOTES Q GENERAL NOTES: bi - WINDOW $ DOOR FRAMES TO BE BLACK. W � v OTYPICAL ROOFING: I. SEE NOTE AT BUILDING SECTION FOR MINIMUM w N CONSTRUCTION STANDARDS Q 2. H.O. TO VERIFY FINAL COLOR b MATERIAL SELECTION c BEFORE INSTALLATION w � OPROVIDE CONGEALED FLASHIiNG AT ALL ROOF I o w r INTERFACES. O TYPICAL SIDING: _ 0 C Lo Z 4 O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM PROP05EP DORMER r- w CONSTRUCTION STANDARDS I6'-D" x -J N 2. NEW CEDAR SHINGLE SIDING TO MATCH EXISTING, ---- - - -- --- --__ --- 0 U PAINTED WHITE. C (Q 5. REPAIR, SAND, 3 PAINT EXISTING. 0 O m 4. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION - - - -- `- I L O ++ In BEFORE INSTALLATION. ---- 1i N TYPICAL WHITE 'AZEK' (OR Ea.) TRIM: Q .- 0_ m O 4O I. PROVIDE 5/4"x5.5" ® V0,10OW d DOOR SIDE CASINO. 2. PROVIDE 5/4"x5" ® APRON 4 FRIEZE WITH TRIM DETAIL PER ELEVATIONS. 3. PROVIDE NECESSARY SIZE ® FASCIAS. _ -- J\1\\ l_l \1J \1 = - -- -- O NEW 6 SEAMLESS GUTTERS 8 DOWNSPOUTS; ALUMINUM, COLOR TO BE SELECTED BY H/O. IL 5 I I I I I I 6 NEW UNDER-FLOOR AREA VENTS; SEE 4 0 O -- O FOUNDATION PLAN FOR 51ZING REOUIREMENTS - -- - - -- --------------- _ /2L _- O NEW WOOD FRAME STAIR --- - - - - - '--I---� - - Og PROVIDE GRAVEL UNDER NEV4 STAIR RUNS d LANDINGS STONE CHIMNEY LU - - 1- C !�_11\ O FIREPLACE. MODE 4 STONE TO BE SELECTED BY H/O. IO 4 - 3 � G r $ - 10 OUTDOOR SHOWER. SEE DETAIL 4/A 301 - \\ O O O O O O 0` 1_ L i, _ \l\ LJ L1 IL EGRESS WINDOW WELL. SEE FLOOR PLAN NOTES 4 DETAIL u \\- -� IOC I I- I�I� - I I I III - �l �\\\\ U ✓ I \�I � 12 EXTERIOR DRYER VENT �-L \1�-� \ \�_ \-� �1_� I__._J 1 -H_.. ( -d I..\�_\_�. I I I I I I i I _ i I I I I I I III PROVIDE CONGEALED FLASHING AT ALL ROOF 13 INTERFACES. -- Lu NEW OUT SHOWER 14 DRAINAGE NOTE: DORMER CENTERED I. CONTRACTOR SHALL EXTEND EXISTING DRAINAGE ON ENTRY LEADERS TO GRADE (OR TO PIPING LEADING TO DRYWELL5, WHEN APPLICABLE) 2. EXISTING LEADER LOCATIONS SHALL REMAIN. 5. PROVIDE STANDARD SPLASH BLOCK ® GRADE AT ALL DOWNSPOUTS FRONT ELEVATION 4. EXIST. GUTTER5 SHALL REMAIN 50ALE: 1/4" = 1'-0" WINDOW CHART ( DENOTES TEMPERED OLA55) ROUGH OPENING WINDOW DIMENSION CLEAR LIGHT VENT ago OPENING PROV. PROV. �t TEMP.TAG TYPE MODEL WIDTH REa'D: 20" PER PER WIDTH HEIGHT WIDTH HEIGHT HEIGHT REV: 5.1° UNIT UNIT OPEN REQ'D: 5."i S.F. A (2) DOUBLE HUi�✓G TW2452 2'-6 �" 1 5'-4 2'-5 5'-4 5A2 5.10 a - . - -- O B (2) DOUBLE HUNG TW24310 2'-6 J" 4'-0 J" 2'-5 1" 4'-O �" 6.5-7 3.66 z 11 N z G GASEMENT�II 013 2'-O 3'-O 2'-0 �" 2'-II 4.5 3.a w p CW235 4'-q" 5'-5 J" 4'-8 " 3'-4 " Q 12.0 II.I �� g w GASEMEN'T' I / \ � Q E (4) GASEMENT� 014 2'-O " 4'-O " 2'-O �" 4'-O" 5.a 5.4 \ F* (2) PICTURE P5050 5'-0 5'-0 4'-I I 4-11 [� 21.1 O / M \\� \\� LU\L N G (2) DOUBLE HUP�IG ----TW2442 2'-6 �" 4'-4 2'-5 g" 4'-4 �" E 'LDI 4.02 I Q 4 � � 6 DOUBLE HUNG TW2442 2-b 4'-4 2-5 4'-4 [� "f.01 4.02 14 -�� -�i--1-L IO' MIN. O /� _.L_1 1.- LH 12I 5 4 I PROJECT: " 5 H (2) DOUBLE HUt4 II TW2432 2-6 "\ 3'-4 �' 2'-5 5'-4 S.Oct 2.q4 / 1 r r 1 (2) CASEMENT OX155 2'-5" 3'-5 J" 2'--7 " 3'-4 J" [� (ob 6.5 LINE OF DORMER +I O'HARA ROOF ABOVE PORCH p i I* CASEMENT GX155 2'-5" 3'-5 " 2'--i 1" 3'-4 T" [� [� 6.8 6.3 _ \ - '/ '� �_ iv \ ADDITION ]F-- J 12 J DOUBLE HUI�IG TW21052 3-O 11 3-4 2-I I 3-4 6.42 3.62 I I I 2 SI \ / I da 5 q K DOUBLE HUIyG TW3046 =5'-:2 4'-5 g" 3'-1 J" 4'-5 9" [� 10.51 5.'75 12 2 I/\/ \\i I J-� I 2 165 ROGERS ROAD -- \ SOUTHOLD, NY 11971 DOOR SCHEDULE I - �I �'/,�:.-� � \Ll 1J LU��1 I \I I I \_L-u_ � �,� I4 I 4 5 DRAWING TITLE: DOOR � MATERIAL 1 1 1 1 1 1 ,� I �� / ( I I I ��I ( I I - TAG DESCRIPTION MANUFACTURER Ll N RATING NOTES 5 5 j �- \ / \ 3 PROPOSED EXTERIOR ELEVATIONS WIDTH HEIGHT � �, _ ] 3 t 1.�\_� - - r - FIRST FLOOR i0 ire 1.-t I I_ - / STYLE 403 I! DETAILS TO BE ---- � �� _- - _ - � �� I ' �_Io 1 ANDERSEN 3'-O" b'-5° SELECTED BY H/O O 1� I PAGE: OPTIONAL GRILLES 102 NARROLINE'. GLIDER ANDERSEN q'-q" 6'-5" • • DETAILS TO BE 1 L!\ -L �r i ry NLGD10065-4 SELECTED BY H/O \`hL_J '� IFIF.(�� t- Tu 201. 00 1037 EXTERIOR, DOR, RUSTIGA 3'-D" ' " gELEGTED BY H/O I i I I I I I I i 104 INTERIOR=5KNO JELM-(OR EQUAL) 2'-4" 105 INTERIOR SWING (OR EQUAL) 2-6' 6-5° 1�� e DATE: 09/05/23 10 OF 15 106 INTERIOR DOUBLE I. 4'-O" 6'-5" �• �� • I� DETAILS TO rBE , BARN DOOR SELECTED BY H/O 10"i CLOSET E3IFOLD JELD-WEN 5'-O" 6'-5" • (OR EQUAL) 2'-6"xb'-5" r 201 (2) INTERIOR SWING (OR EQUAL) 2-b 6-5 �• 1 R 10HT ELEVATION 202 INTERIOR SWING JELD-WEN 2'-O" 6'-5„ • _ �� CLOSET (OR EQUAL) - V. SCALE: I/4 I -O INTERIOR SWING JELD-WEN- 1,, 205 CLOSET (OR EQUAL) b'-8' Ij 9 ELF-VATION NOTES Q M GENERAL NOTES: W - WINDOW d DOOR FRAMES TO BE BLACK. W J p OTYPICAL ROOFING: I. SEE NOTE AT BUILDING SECTION FOR MINIMUM M CONSTRUCTION STANDARDS Q Lo N �-+ 2. H.O. TO VERIFY FINAL COLOR d MATERIAL SELECTION (/� BEFORE INSTALLATION � � � 0 O PROVIDE CONGEALED FLA5HI1V6 AT ALL ROOF - - w I� INTERFACES. - - -r-�+ W. N }- O TYPICAL 51DINO:O 0 1. SEE NOTE AT BUILDING SECTION FOR MINIMUM - O c Z •v �• w N CONSTRUCTION STANDARDS 2. NEW CEDAR 5HINOLE 51DIN6 TO MATCH EXI5TIN6, ---- -- - > Ox U PAINTED WHITE. O Om -+3 (o S. REPAIR, SAND, 4 PAINT EXISTING. 4. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION I 0 u) 9 BEFORE INSTALLATION. 5 - _.._._ .. ...._...... _ . _.-...-- C 0 TYPICAL WHITE 'AZEK' (OR E-0.) TRIM: _ Q a-- 0- m 0 O4 I. PROVIDE 5/4"x5.5" ® WINDOW 6 DOOR SIDE CA51N6. - - - -- -- ---- -- 2. PROVIDE 5/4"x5" ® APRON 4 FRIEZE WITH TRIM DETAIL 2 5 PER ELEVATIONS. - -- - 5. PROVIDE NECESSARY SIZE ® FASCIAS. I 4 4 - - - i - �Ll `-{-}�-I�--i-� `-' i1_�--�_I--' OO U ALUMINUM, COLOR TO BE SELECTED ELECTED BY H/O� _ � _ _ _ s 4J NEW UNDER-FLOOR AREA 'VENTS; SEE --- --- - --= _ - - - - ----_ _=- - - _- -_-- -- - -- _ _ - _ --___I .! l-l-L_Ll- O � - O FOUNDATION PLAN FOR SIZING REQUIREMENTS 4 m� O NEW WOOD FRAME STAIR �- -- �LLLIUU_a1_J _ O8 PROVIDE GRAVEL UNDER NEW STAIR RUNS 4 LANDINC75 STONE CHIMNEY FOR PROPOSE D WOOD BURNING 10 ( 1 O FIREPLACE. MODEL 4 STONE TO BE SELECTED BY H/O. 10 OUTDOOR 5HOWER. SEE DETAIL 4/A-501 • EISRE55 WINDOW WELL. SEE FLOOR PLAN NOTES 6 DETAIL �O1I2I LYIL II I 11 � L ' U LI-t ► 11 �!��J �LJ 13 �L 7/A_301. _ -- n LL--i I .L--] LlL1 EXTERIOR DRYER VENT nnW�ll I I I I I I I I 1 I I I I -"� I I All 13 PROVIDE CONGEALED FLASHING AT ALL ROOF 14 --INTERFACES. DRAINAGE NOTE: NEW OUT SHOWER Q 14 1. CONTRACTOR SHALL EXTEND EXISTING DRAINAGE a EXISTING CONCRETE RAMP LEADERS TO GRADE (OR TO PIPIN6 LEADING TO DRYWELLS, WHEN APPLICABLE) 2. EXISTING LEADER LOCATIONS SHALL REMAIN. 5. PROVIDE STANDARD SPLASH BLOCK ® GRADE AT ALL DOWNSPOUTS REAR ELEVATION 4. EXIST. GUTTERS SHALL REMAIN I 50ALE: 1/4" = I'-O" WINDOW CHART ( DENOTES TEMPERED OLA55) EGRESS Lo CLEAR LIGHT VENTio ROUGH OPENING WINDOW DIMENSION OPENING PROV. PROV. 00 TAG TYPE MODEL # WIDTH REG2'D: 20' TEMP. ! PER PER WIDTH HEIGHT WIDTH HEIGHT HEIGHT REQ'D:24" F UNIT UNIT � OPEN f.EQ D: 5.'f S.F. A (2) DOUBLE HUNG TW2452 2'-6 �" 5'-4 �"-- - 2'-5 V-4 �" [� 5A2 5.10 a B (2) DOUBLE HUi`I6 TW2431C> 2'-6 4'-O 2'-5 4'-O �" 6.3-! 3.66 z W z o G I GASEMEN 1� G13 2'-D 3'-O 2'-0 �" 2'-11 i" 4.3 3.Q w Z -- - - - - D (3) GA EMEN1�i GW23=- - 4-9 � 3'-5 gil ! 41_a �II 31_4 �II �' 12.0 I i.l ;� ��.`\ I � Q I E (4) 0A5EMEN1 C14 2'-O g" 4'-0 " 2'-O " 4'-0" 5.�i F* (2) PICTURE P5050 5'-0 i" 5'-O i" 4'-II J" 4'-II J" [� 21.1 O C (2) DOUBLE HUNG TW2442 2'-6 i" 4'-4 2'-5 4'-4 i" 'i.ol 4.02 ;� �� a 40 i p o G'� I DOUBLE HUNG TW2442 2-6 i �I 4'-4 J ---]E2-5 � 4'-4 g [� 'i.01 4.02 1 II I II : 1i I II _�� I_I1-�_I ( I . �I PROJECT: H (2) DOUBLE HUN TW2452 2'-6 �" V-4 �II 21_5 J" 31_4 �II S.Oq IE7:2.�47 + I (2) -- --- CASEMENT� GXI35 2'-b" - `- 3'-5II___j 21_.� 11 31_4II Q �F 6.8 J 6.3 4 O'HARA -11-1 LUL AD D ITI O N I* GASEMEN7� GXI35 2'-b" 3'-5 " 21_� II 3'-4 { " F [� F6.8 6.31 2 I I�� \" _I I J DOUBLE HUNIG I TW21032 3'-O �" 3'-4 2'-I I J" 3'-4 i" 6.42 75.62 ULUU iJ L�- -�-�-U- r IIIII II I I K DOUBLE HUN TW3046 3'-2 �" 4'-8 1" 3'-1 9" 4'-b i" [� 10.51 5.15 q I _�. -� � I _1-_Ll-�-.l_1--�-E�_J.-.l 1 " d � 2 2 165 ROGERS ROAD SOUTHOLD, NY 11971 LffDOOR SCHEDULE III IIJ 4 �- ,1-�1�--I - IJ -aJ-� DRAWING TITLE: DOOR MATERIAL i I I I I I I I I J-� -- _ -L TAG DESCRIPTION MANUFACTURER Q RATING NOTES s I -- -� 5 PROPOSED EXTERIOR ELEVATIONS WIDTH HEIGHT 3lu I- -U-� l0 - E E 1-MRST FLOOR d; STYLE 4O3 I ---- DETAILS TO BE I � II I I ' I I o I ANDERSEN 3-0 6-8 . • -i-11 T�.1 PAGE: NARROLINE GL DER „ DETAILS SELECTEDTO BE/0 I N 11 u 102 ANDERSEN �-Q 6-8 • • I I UULL NLGD10068-4 SELECTED BY H/O _ F.F. I I I I� I I I I I� I I I I I I I_ l �-�-11 1 1 -1-L -L �-�-U- 1 _l A-202mOO 105 EXEENCHTERI O1 DOOARTE RUSTIGA 3'-O" 6'-b" = Fe _J SELECTED BY H/O I I I I I I I l��l�l 104 INTERIOR SWING (ORE UAL) 2'-4 6-8 • - - = io5 INTERIOR SWING JELD-WEN 2'-611 6'-a" NEW OUT 5HOWER DATE: 09/05/23 11 OF 15 (OR EQUAL) 106 INTERIORBARNPOORLE TAILS TO BE �i 4'-O" 6'-b" • i'� D LEGTED BY H/O III K 10� =F--c'LO5F-T BIPOLD (ORE UAL) i� (2) 2'-6"xb'-bll III O�J 0 JELD-WEN ..... �� . 201 (2) INTERIOR SWING 2'-6" 6'-b" • f" a I (OR EQUAL) LEFT ELEVATION INTERIOR SWING JELD-WEN • II I II ` �✓ 2 02 2-0 6-8 - t` � CLOSET (OR EQUAL) SCALE: I/4 I O "4 INTERIOR SWING JELD-WEN _ - 205 CLOSET OR EQUAL)I -6 6-8 • �� „,: " e BUILDING SECTION NOTES Q O NEW ROOFING NOTE (TYP): O I. INSTALL NEW ASPHALT ROOF SHINOLE5, OR STANDING W w SEAM ALUM. METAL;PRO\/. bCE/WATER COMP. UNDER CEDAR I"X4" BOARDS METAL (SEE ELEV. FOR LOCATIONS) 4"x4" P.T. POST 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO STEELL S SCRCR 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS W (FASTEN W/ ES ENS) Q 4., � OVER 5.INSTALL 15 # BUILDING FELT(U.O.N) OVER C O 4.I/2 GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) "SIMPSON" ABA44 CO 5.GAP SHINGLE OVER RIDGE d HIPS(AS R.EQ'D) ® COLUMN BASE 6.PROVIDE RIDGE VENT(AS REOV) a-- 1. FLASH ALL VALLEYS N +, N )" O 8.INSTALL DRIP EDGE AS REG D 9.INSTALL ALL AS PER MANU. 5PEG.'s FINISHED GRADE 11 0 L0 Z 14' TYPICAL ROOF 4 CEILING CONSTRUCTION: � CV b"4' 'SONOTUBE' FILLED 11 • O50LID w/ P. GONG. U a 0 U 1 2 • NEW ROOFING A5 NOTED (MIN. 4,000 PSI) Z C � (0 • I/2" GDX PLYWD SHEATHING (BLOCKING ® ALL \ PLYWD SEAMS) / 0 O m -w• R.R., C.J., 4 O.T. AS NOTED ON PLANS (a OVER 5' INSTALL X" BRIDG N6 0 CENTER OF S SPAN, U.O.N) • MIN. OF R-49 SPRAY FOAM INSULATION IN /� Q cl� :2 O OATH.;R-4cf BATT INSULATION IN FLAT CL6. -- TYPICAL EXTERIOR WALL GONST'RUGTION (TYP.): a 4 - O UPON "VENTED TYVEK" HOUSE WRAP (OR EQUAL) __ �� a • UPON 1/2" GDX PLYWD. 5HEATHIN6 (BLOCKING ® ALL N 1 \ PLYWD SEAMS) 12 1 • 2"xb" STUD5 ® 16" D.G. w/DBL. TOP PLATE13I _ "p 5) \ • 2" FOAM INSULATION W/R-15 BATT INSULATION (R-2-7) • 5/8" 6YP5UM BD. WALL FINI5fI / _J_l_1�t - RR I a OUTl700R 5HONER 17ETA I L NEW SIDING NOTE (TYP): 4 I. INSTALL NEW HARDIE LAP BIDING TO BE 1 \ 4 y /\p O SCALE: 3/4" = I'-O" SELECTED BY H/O. (REF. TO ELEVATION) I 1 / ¢,�'/ Q 2."TYVEW HOUSE WRAP (OR EQUAL) 5.INSTALL ALL AS PER MANU. 5PEC.'s ' J 4.PROVIDE ALL NECESSARY TRIM FOR PROPER PROPOSED;) I 2 "'I- INSTALLATION 3 • - 5. 51DIN6 SHALL EXTEND TO TOP OF FOUNDATION 12 TYP. ROOFING (SEE WALL i 12 _ _ PROVIDE R.R p � SECTION NOTES) OTYPICAL FLOOR CONSTRUCTION: 12 = SIMPSON Fie TYP. ROOF CONSTRUCTION 5 I. FINISH FLOORING TO SELECT I2 I 2 x 0.R.R I6"OG HANGERS ® A��4NS ,- (SEE SECTION NOTES) r 1 2. 5/4" Td 6 GDX PLYWD. 5UBFLOOR GLUED d SCREWED 5 N EA. J015T J 5. F.J. A5 NOTED ON PLANS - AT SPANS OVER 5' G.J. PER P ANS SLOPED ;7 'SIMPSON' H2.5A EXISTING F.J.Flll/// INSTALL X BRACE ® MIDSPAN 1 CEILING RAFTER TIE 4. MIN. R-50 BATT INSULATION (ONLY BETWEEN FIRST ��- J� FLOOR AND FOUNDATION);SPRAY FOAM RIM J015T � cn NEW WOOD FLOOR: 5 I. NEW WOOD FLOOR TO MATCH EXISTING. I MODIFIED •-tom I LIVING ROOM FLAT ROOF (TYP): FASCIA BOARD G.J. AS PER PLAN (WHEN APPLICABLE) O I. INSTALL NEW EPDM ROOF MEMBRANE. FLASH TAPE ALL I I I I I - ' SEAMS PER MANFACTURE SPEC.'S. _�_l l_J-L_! 3 2.INSTALL METAL FLASHING MIN. 6 UP WALL AND DN. LI I I I I I I I I I I 5 5A ROOF AT INTERSECTIONS BEAM A5 PER PLAN 1_l -L_--! -IJ--I-�-�--�-L 5.INSTALL METAL GAP AT EDGE OF FLAT ROOF I - 4.RIGID PITCHED IN5UL. BD. ® 1/4" Lit Jh PER FT. MIN. 1-1 LI Q (OR PITCH R.R. ® 1/4" PER FOOT) EXISTING F.J. Us F.J. PER PLANS 5. I/2" GDX PLYWOOD SHEATHING 6.R.R., G.J., d G.T. AS NOTED ON PLANS (® SPANS OVER NEW "SIMPSON" LUS26 8' INSTALL MET. "X" BRIDGING ® CENTER OF SPAN) PROPOSED GALVANIZED JOIST 1. INSTALL ALL TO MANUFACTURE'S 5PEG.'S d COLOR PER CRAWL SPACE HANGER OWNER'S SELECTION (j -UNHEATED- BA5EMENT -UNF I N I SHED- z PERMACAST COLUMNS AS PER PLAN -UNHEATED- w/ "SIMPSON" PG64 (FOR S PLY BM) -UNFINISHED^ OR "SIMPSON" BC52-2/4 (FOR 2 PLY I BM) POST GAPS r FORCH DF-7A I L A-501.00 SCALE: 5/4" = 1'-0" L 5EG7ION A-A/A-501 PERMAGA5T COLUMN AS PER w SCALE: 1/4" = I'-O" PLANS; INSTALL AS PER MANU, o. SPECIFICATIONS O H H N Z W GRADE Z 2 W n � Z 12"4' 'SONOTUBE' FILLED 'I1 II•' w 50LID w/ P. GONG. j1 II: O (MIN. 4,000 PSI) (2) #5 BENT REBAR M - N I _ W Ln- C) Q p�j NEW 24"x24"xI2° II II o DEEP P. GONG. PAD FTC. (MIN. 4,000 PSI) PROJECT: Q NEW (5) #5 HOR. z N 3 REBR UPONHORAREBAR (6)TOTAL) O'H A R A ADDITION }U O MIN. 4" BETWEEN EDGES OF 4 w (STY" SQUARE BALUSTER FERMAGA5T COLUMN FOOTI NO 1 �I Gll 2 65 ROGERS ROAD I`l I J�tE� `"�m X (STYLE TO SELECT) FLOOR 51MP50N H2.5A RAFTER A-301.00 SCALE: 5/4" = P-o" SOUTHOLD, NY 11971 TIE (OR EQUAL) _ FINISHED 5/4"x6" P.T. DECK DRAWING TITLE: - BOARDS 5/4"xb" P.T. Lo /`RA� P.T. DECK JOISTS AS DECK BOARDS l=/ l� NOTED ON PLANS BUILDING SECTIONS ( � 5/4" x REQ'D EXTERIOR 5HEATHIN6 AS (2) I/2"4' HOT DIPPED GALV. ° ° HEIGHT P.T. RISER PER SECTION NOTES BOLTS ® EA. POST W OVERSIZED P.T. D.J. AS Z = -WASHERS d END NUT PREBORED - - - - - - - - - - - - 5/4"xb" P.T. 5IDINS MATERIAL A5 PER PLAN cV- INTO BEAM, POST, DECK TIE d DECK BOARDS PER SECTION NOTES RIM BOARD A55EMBELY 2"x BLOGKIN6 ® EA. I� BUILDING PAPER d HOUSE WRAP P.T. BEAM AS NOTED STRINGER TO MATCH SIZE PAGE: TO FULLY OVERLAP FLASHING (V _- SOLID BLOCK ® 12" O.G. OF P.T. DECK JOISTS EXIST. STUD WALL (2) SIMPSON DJTII4Z (I) 1/2"0 H.D. 6ALV. THRU FASTEN STRINGER TO "Z" FLASHING DECK JOIST TIE: ® BOLT w/OVERSIZED WASHER BLOCKING (MIN. 6 A-301m00 5/4"x(o" P.T. DEGKIN6 EA. POST d END NUT PR.EBORED INTO FASTENERS) (U.O.N. ON FLAW P05T d DECK JOIST TIE I^ NOSING � I GAP FOR SEGTION/DETAILS) "SIMPSON" ABACF4 O J DRAINAGE ® COLUMN BASE �� 2 xI2 P.T. STRINGERS ® Ib ---_- _ N 4"x4" P.T. POST O.G. (MIN. 5 STRINGERS ® 4" THK. x 8" WIDE x WIDTH DATE: 09/05/23 12 OF 15 GRADE EA. STAIRWAY) OF STAIR P. GONG. PAD __ 5ASMMENT - -- - � -_ 12"d' 'SONO'1VBE' FILLED � II ° ,� 2"xb" P.T. BLOCK IN BETWEEN 50LIM w/P. GONG, oU NOTE: FLOOR a a (MIN. 4,000 PSI) z ALL DEGKIN6 SHALL BE FASTENED EA. STRINGER. FASTENED TO METAL DTT DECK TENSION ° y w/COATED DEGKIN6 SCREWS BY m P. GONG. PAD w/ IQ/64" x JOISTS AS PER PLAN FASTENED w/ (2) „Z TIE BY 'SIMPSON' (OR T' 3-I/2" CONIC SCREWS BY 5/8" 0 x 5" LONG HEAVY DUTY GAL. FLA5HIN6 EQUAL) p DECK MATE (OR EQUAL) "GALIBURN" (OR EQUAL) - MIN. rZT:D,A;1� a LAO BOLTS ® 16" O.G. INTO MUD SILL d r, COUNTER IO MIN. (5) SCREWS PER BLOCK ¢.1 RIM BD.;WHEN ® FOUND. WALL FASTEN w/(2) 5/5"0 x 5" LONG APPROVED FLASHING P.T. JOIST A5 MASONRY ANCHORS ® 16" D.G. PER PLAN o 6RADE GRADE EXIST. FOUNDATION WALL -� EO R _55 BASEMENT NELL LEI7O ER CONNECT 1 ON 17E7A I L. r5 EX7ER OR I CCEO ) r7)E0< 17F-TA I L I EXTERIOR HOOD 5TA I R DETAIL V7 o� A-301.00 A-301.00 _ A-301.00 A-301.00 SCALE: 3/4" = I'-O" SCALE: I" - I -O SCALE: 3/4" = I'-O" SCALE: 5/4" = 1'-0" Q cl J p 2'-O" LAP w ^' (711P) Q ++ L0 HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE C Q) SPECIFIED ON SIDE OF STAIR IN ACCORDANCE W MANU. SPEC.s; PLANS AND NOT PROJECTING MORE THAN 4�'2" INTO ---------- --� --_t CD PITCHED METAL STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT SIMPSON' OREQUAL ------_---_--I----I I LO Z d' FIRST F►NI5HED FLOOR � oc.� ------ t ----_-- -- ---��---n O O m ? to LO lYs" MIN. SPACE BETWEEN \ #5 REBAR (TYP) p I I I C N C3 WALL AND HANDRAIL \ J^� I j I I �Q O :2 O PINE RI5ER \ REBAR (BENT 3/4" PINE TREAD 57ANDARD5 FOR O R I FFABLE HAND RAIL " i � i �— SCALE: NT5 lo" �_ _ o OR055 SECTION o l MIN. I" ROUNDED NOSING Q CLEARANCE CIRCULAR NON-CIRCULAR H/Y4" RADIUS w m (NOT INCLUDED IN s n 1 W TREAD DIMENSION) \ \ 4„-6y4„ \ W L-L_.J -- MIIN \ �,4:_2:: \ PERI- \ �'4°METER CORNER CONNECTION - +J \ M�tX \ \ lu \ \ \ \ _ 60 U V W \ \ \ / #5 REBAR (TYP) 2'-0" LAP N \ \ (TYP) \\ m \ \ \ (5) 2 xl2 STRINGERS ® H/ R-21 \ \ \ \ \ cn INSULATION, IF UNDERSIDE 15 FACING 1 _ ----- ---- L� STORACE/NON-HABITAL SPACE \ \ \ -------- I II I II 0 I ---I II 5TORAOE UNDER y� GYP. BD. _—___ -- h--IL--I ------ (WHEN AFFL I CALSE) #5 BENT O� REBAR (TYP) TREATED VAV SILL FOR CONTACT H/ GONG. (IF APPLICABLE) \ BASEMENT I I I I I 'T' CONNECTION I N7ER I OR NOOD STAIR DETAIL RE5AR OVERLAP DETAIL L00 OLO -401.00 A�-401.00 „ _SCALE. 5/4 = I -O SCALE: 5/4 I -O W 0- :2 z w Z 2 w p E Z W O U Q HORIZONTAL REINFORCEMENT OF FOUNDATION WALL5 PROVIDE STEPPED FOUNDATION WALL5 V-O" OR GREATER IN HEIGHT WITH ADDITIONAL CONTINUOUS HORIZONTAL REINFORCEMENT AS FOLLOWS: NEW #4 CONT. HOR. REBAR 6'-5": #4 REBAR ® BOTTOM, MIDDLE, $ TOP OF WALL (5 TOTAL) W "� ® TOP 4 BOTTOM OF >V: #4 REBAR ® BOTTOM, MIDDLE THIRDS, 4 TOP OF WALL (4 TOTAL) 0 o NEW P. GONG. FOUND. FOUND WALL (2 TOTAL) HALL (MIN. 4,000 PSI) PROJECT: PROVIDE 5" (MIN) GONG. COVER NEW #4 VERT. OF ALL REBAR WITHIN P. GONG. EXIST. FOUND. WALL FOUND. WALLS 4 P. GONG. FTG'5. PROVIDE STRAPPING 4 NAILING REAR ® 48" O.G. O'HARA "T PER CONNECTION A IN NEW#5 HOR. REBAR ° ° a ° e ° • d ° a " °' yd e d °e ADDITION "TYPICAL NAILING/STRAPPING SPACED VERTICALLY ° n ° a -�- ___-- ' Ila �. Qe a a ° . PROVIDE INSULATION REQUIREMENTS FOR UPLIFT ___ - __` _ --- n ° --- BETWEEN CAVITIES SHEAR, 4 LATERAL RESISTANCE" I---- ----__ ------ ° ----- - ------- ---° 12 O.G.;DRILL 4 n =FF==-=aa--------------° - d PER ENERGY TABLE ON PACE 6-005 ® EA. STUD. EPDXY PIN 4" INTO a III ° e a a ell e e :d (WHEN APPLICABLE) EXIST. FOUND. WALL II d ° e II e ° a d' ° U51NC OUIKRETE d dI d ° d. a NEW (2) 2"xb" P.T. SILL PLATES HIGH-5TRENCTH II . ° 'e a , ad °° , a :�� 165 ROGERS ROAD FLOOR SYSTEM AS UPON SILL SEAL UPON COPPER ANCHORING EPDXY e , II d a d. . ll °d a a I a d d ° a a d a .. I I a ° d d' °'e d I a NOTED ON PLAN TERMITE SHIELD (OR EQUAL) Ii " ° .d II a d' a II SOUTHOLD NY 11971 1 a a .d 'a °d ''ell e a ., a d e•, ade A. ° a II ° . I a .. a e lld e d a .. ° ° a < II .. . d'. d d II d `, 'd NEW 5/5"m HOOKED ANCHOR - _____ 'If e n •a +I DRAWING TITLE: BOLTS ® 59" O,G. H/5" SQUARE e II :a ° d. 11 ° ° II - - - WASHER 4 ENDNUT a °. d. a ea II a ° DESIGN DETAILS ,II d Ilr a --- --_-'------ II °--d- 'I`— ASPHALT DAMP .11 a !.e d II =__--- -#- --- I----------.- #4 HOOKED VE T. j-Z ° al�� PROOFING TO EXTERIOR =- __=�,= JI a a . dtl. a' ° Iln ,. a.11 ° . ^ REBAR ® 48" I.C. II ° II d e Bllii d dl ° II d ° 4. GRADE II a d a �=a= ll. . 11 d a C-----adJiJ--7 e #4 HOR.fONT. AR ® TOP 4 °°' I I I a 'l l° LA IBOTTOM OF WALL (2 TOTAL) I8 aa s a `d=— = a--� ' ea ° _U� °— — --PH--=P. GONG. FOUND. WALL I NEW #5 HOR. REBAR - -_ ° - IT -_- - a- d° V.I.F. NUM$ER OF STEPS REQUIRED PAGE: (MIN. OP i (3 TOTAL) - DRILL 4 EPDXY PIN 6" INTO 4'aa �.a II ° d.. ea11 .11jI'P. G. CONT. FTC. II O a d e z PROVIDE 3 (MIN) GONG. COVER (MIN. 4p00 P51) I - �- EXIST. FTC. USINGII . II -----= �QUIKRETE �_____ _ -�' -° -- -- OF ALL REBAR WITHIN P. GONG. e _ I8a .(5) #5 HOR. GONT. REBAR i l p HIGH -401m00 -STRENGTH _ _- II .. FOUND. w 4LL5 4 P. GONG. FTG S. 11 _i ANCHORING EPDXY ,� °. IIII 4 ° .JI ` II° e 4" P. GONG. SLAB 11°< . — (OR EQUAL) IIII °—a e C�a u-===:_____ __ NEW #4 BENT PERT. REBAR ® I6" O.G. fop- =a 1r -- .° '�4 d� 1J e � HOOKED BENEATH HORIZ. REBAR DATE: 09/05/23 13 OF 15 d, e ° d d a ail . IIII 11 d I e - — ° ,ed °II NEW 16" WIDE x 5" DEEP P CONC. a-- .�. . .. STEPPED FTC. (MIN. 4,000 PSI) 6 MIL POLY a MOISTURE RETARDER - d ° r - e 4" GRAVEL BASE a 3" MIN. NEW #5 HOR. REBAR (5 TOTAL) MIN. 4" EXIST. FTC. 2'-8' 2'-8' p ` _ PROV. GLEAN 't�,�;�r,� COMPACT FILL I I I • (7 Cad OU1�lDTlOI�I hILL 1DTr�I L 2 STfi= DOU1�l1DTl01�1 DTIL fA-40I.00 A�-401.00 a �' �� SCALE: 5/4" = 1'—O" 50ALE: 3 4 = Q W v w ^, Q +� `Lo 0 L J v N >1 0U 1 C :3 CD 0 O m .3 , -c O . :r, In ♦' N p c O v .. < .— cl- m0 U � 4� m + U � Q — 4" FRESH AIR VENT n Q) J `THROUGH ROOF L_L I 3"I ATTIC/ROD I ATTIC/ROOF I I I 0 I ALL PLUMBING WORK SHALL CONFORM TO a LOCAL PLUMBING CODE O I O I O I I v- I PROVIDE "ABE5CO FP200 FR (� EGEND I EXPANDING FOAM" (OR EQUAL) oo 3 I AT ALL PENETRATIONS IN FIRE U ____ HOT WATER N I RATED WALL5 AND N — SUPPLY FLOORS/GEILIN65. PRODUCT CONFORMS TO A5TM E 814, _ _ GOLD WATER ASTM E 64,AND UL 14'7Q ~ SUPPLY I PROVIDE "ABESCO 17-P200 FR EXPANDING FOAM" (OR EQUAL) AT ALL PENETRATIONS IN FIRE NOTE: RATED WALLS AND ALL PLUMBING WORK FLOORS/GEILIN65. PRODUCT �p SHALL GONFGRM TO CONFORMS TO A5TM E 814, In Qr LOCAL PLUMEIN6 GORE ASTM E 84, AND UL 1479 00 O PROP. O PROP, LAUNDRY GLEAN OU- LAUNDRY RELOCATED OUTDOOR SHOWER ~ H, 3 AS REQ'D EXIST. F.A.I. TO fjREMAIN IL * 2" WASHER N1ASF4ER �I NI iry W G.O. G.O. ------------------------ ----_ _--. _ �-i z G.O. I 5HOWER p 411 CONNECT TO U Q EXIST. WATER I 4" HOUSE SUPPLY SYSTEM MAIN DRAIN G.O. TO PRIVATE `H I rWELL u cn TO SEPTIC �i in SYSTEM Q m Q Q o 0 m � PROJECT: O'HARA ADDITION 165 ROGERS ROAD FLUMBINO R 1 SER - r7)RA I N / NA5TE / VENT FLUMB I NCB RISER - SUFFL"*1' SOUTHOLD, NY 11971 SCALE: NTS SCALE: NTS DRAWING TITLE: PLUMBING RISER DIAGRAMS PAGE: P—=10 ■ 0 0 DATE: 09/05/23 14 OF 15 i-DA,. (79 r:>G ELECTRIC.AL SYMBOL KE)": MESSED 14161+1 HAT'FIXTURE! 120V DUPLEX OUTLET OR OPOL'IRS SELErTION 64.RATED MEN IN BIDE.ENVELOPE) cl 1201/DUPLEX FLOOR OUTLET MOISTURE RESISTANT LIGHT FIXTURE[ ui Ld 22OVAr, HANGING FIXTURE *220 OPt4ERB SELECTION WI;4'Ar,E MOUNTED FIXTURE 120V 6ROW FAULT INTERUPT DUPLEX OUTLET SM OHNERS SELECTION < Lo 0) 120V GROUND FAULT INTERljPr/ INTERIOR HALL SCONCE KATER PROOF DUPLEX OUTLET OHER'S SELECTION C) (D HALL MOUNTED L 6W FIXTURE,I " JUNCTION BOX OP.POWER EXTERIOR TO BE MOISTURE PEE FOR IFIX11JRVAPPLIANCE RESISTANT-OHERS SELECTION 0 41- SINGLE POLE SWITCH FLLOFZSCW LIGHT FIXTURE Lf) z pl-41-P DOOR SWITCH 50 C.F.M.EXHAUST D MULTIPLE POLE SKITCH FAN K/DAMPER 14ARD HIRED SMOKE 50 G.F.M.EXHAUST DETECTOR C) M Sm TOR w/5ATTERY FAN wl LIGHT 4 DAMPER BACK-UP STRIP LIGHTING 0 L0 c; c:, c� :2 o • CEILING FAN W LIGHT < OPHRIS SELECTION�! ------- C) eo Q) m 4� I I , I I � O I I I � � � O v FROFCSEI7 SECOND FLOOR LIOHTINO PLAN SCALE: 1/4" = P-O" (D LID 00 q* 'fto -- O O o z ui z w z 0 C4 Lu L-f-) PROJECT: - - - - - - - - - - - - O'HARA ADDITION 165 ROGERS ROAD ` \� I SOUTHOLD, NY 1:197.1 DRAWING TITLE: ELECTRICAL PLANS F77, PAGE: ............... O . 00 O DATE: 09/05/23 15 OF 15 FROFOSEr7 FIRST FLOOR LIOHTINO PLAN SCALE: 1/4" = 1'-011 DWELL I NC W/ Q PUBLIC WATER Q w DWELL I NC W/ w v PUBL I G WATER O - ' - ' � BCD N-" -0 �-: 0 DME Tli--48556,---� - - - ...... A- - - - ' 100.l8' Iq', ' V ✓ V L 04 p v Ln z 14t v "(V I 66 C :3 (0 4.OA(c) r0Afl 6?.• 3 a { U 0 Om -_' � - _ - AMENDMENT TO PERMIT #48556 a C) 0 o 0 - NEW ADDITION TO REAR OF HOME W/ CRAWL SPACE = 63 EXIST. 5'-HIGH m - NEW ADDITION AT FRONT OF HOME 1 STOCKADE I - NEW SHED DORMER IN ROOF WITH NEW PORCH STRUCTURE 066 FENCE - NEW REAR DECK $ RELOCATED OUTDOOR SHOWER �" SUBJECT PROPERo SITE PLAN HATCH KEY: - NEW EC RESS WINDOW WELL AT BASEMENT16 - I / � �. 2.4 '` PROPOSED BUILDING ADDITION I I - MOV I NC BEDROOM FROM FIRST TO SECOND FL. 1.8A(cy " ® PROPOSED 2ND STORY DORMER -X 15T. &'-HIGH // I EX I ST. 4'-H I OH t �`TJ figs ��"� ', 4 ` r .r8 .� „�g , f STOCKADE / cQ rT r �� /~ �� `p`� 7 ,1a Ur I i 5TOCKADE FR� CT DATA : a , � _. 4- 51TE LAYOUT NOTES: I FENCE FENCE a 5s�,� ,, ° ,,� �1 • - � 't' a I. THI5 15 AN ARCHITECT'S SITE PLAN 4 IS SUBJECT TO VERIFICATION BY A LICENSED PROJECT / ZONING DATA SURVEYOR. THE INFORMATION 15 REPRESENTED ON THIS SITE PLAN 15 TO THE I ARCHITECT'S BEST OF KNOWLE;75E. TAX MAP # 1000-66-2-22 2. SURVEY INFORMATION WAS OBTAINED ' Jt? I FROM A SURVEY DATED MAY, 5 2015 AND I ZONING DISTRICT R-40 NO t ,o ,o �t PREPARED BY: I I _ Q ° - ,y � ((l I- �� R Y 4�j� SE7E- ASK I LOT AREA 0.4 ACRES �J J KENNETH M. WOYCHUK LAND SURVEYING, PLLG I � GOFO - FOUNDATION NO. Z-17g65 LOCATION MAP � Q� BOX 155 AOU ROGUE, N.Y. II0131 < II v GOFO - I FAMILY DWELLING. TELEPHONE: (631) 2qa 158,a 0 FRONT GVRD. PORCH, REAR SCALE: NTS < WOOD DECK, OUT SHOWER, SHED NO. 37554 WASHER/DRYER \ L FEMA FLOOD ZONE F A O E KEY ' DPP OV OAS DOTED � � ,� / Q DA a 9.P.i,� I I I 1 i �/ HABITABLE Ross C-7-OO I .00 PROJECT LOCATION &SCOPE FEE � B� � EX15T. � � � I SPACE AREA SITE PLAN & ZONING DATA I GONG. I gq S.F. NOTlFYBUILQINGQEPARTMENTAT BASEMENT AREA 0 S.F. IO ... � �631-765-1802 8AM TO 4PM FOR THE 'SNOT COUNTED IN 250-20'7 (A)(U_ G RARE FOLLOWING INSPECTIONS: I FIRST FLOOR AREA loan S.F. Iogq S.F. -0O� ,®® GENERAL NOTES 1. FOUNDATION-TWO REQUIRED 1 I / NI / I FOR POURED CONCRETE I / SECOND FLOOR AREA 160.q S.F. 760.q S.F. ENERGY TABLE I STRUCTURAL 2 CHARTS ROUGH-FRAMING&PLUMBING DWELLING w/ 3. INSULATION ' AREA TOTALS I,b5q.q S.F. 2,g5b.q S.F. DESIGN� � / 4. BEFINAL CO PURL 10 WATER CONSTRUCTION MUST PROPOSED PROPOSED - BE COMPLETE FOR C.O. / PROPOSED HOLDOWN, ANCHOR BOLT,� HABITABLE GR055 REQUIREMENTS OF THE CODES OF NEONEW ALL CONSTRUCTION THESHAL MEET I , 1 STORY PROPOSED � SPACE AREA STRAPPING, & NAILING DETAILS YUhn �i:,TE. NOT RESPONSIBLE FOR � / I ADDITION 4'xI I' STOOP I I DWELLING W BASEMENT AREA o S.F. toga S.F. FASTENING SCHEDULE SNOT COUNTED IN 2aO-20-1 (A)(1) DESIGN OR C►GNSTRUCTONERRORS / O.� - I PUBLIC, WATER LO FIRST FLOOR AREA 1311.q S.F. 1311.q S.F. -OOG�.,00 FRAMING GRAPHICS 00 i BEAM CONNECTION PATTERNS SECOND FLOOR AREA 760.11 S.F. -160A S.F. - COMPLY WITH ALL CODES OF EXIST / FIREBLOCKING DETAILS , . O Q I I AREA TOTALS 2,072.b S.F. 3,1'71.b S.F. W a NEW YORK STATE & TOWN CCDES / GONG. - .8 o AS REQUIRED AND CONDITIONS OF ,uj 0 ' A- 101 .00 PROPOSED DEMOLITION PLANS PROPOSED 2� •� W -� 2R7� � I �� S I DORMER a n I 50UTHOLD TOWN GORE 280-20"l (A)(I) z SO HO_D TOWN PLA Ilk-, G BOARD LOT SIZE / AREA IN m• UJ � 2ND FLOOR I - EXIST. I0,000, b,600. ALLOW- � TOTAL � W Z' EXIST. 1 .O - I I ExGEss OF 10,000 SOE�fGtiT N TRUSTEES m 0 2 STORY _ _ PRO NE S.F. o S.F. O S.F. ABLE GFA oFA Q O 8,�- CYLINDERS (b) LOTS A- IOZ .00 PROPOSED FOUNDATION PLAN : - 5,550 S.F. DWELLING 14.01 CONTAINING UP TO z I II0-, L (A � 2 O.O I � 20,000 S.F. MAX. I N 0 - ALLOWABLE S.F. / OCCUPANCY I (Y IJCI.oUPr�NC'� 0R � Q I PLUS 12.5% OF 2,100.0 b25.0 2,0'12.8 H o � G p I EXCESS LOT AREA S.F. S.F. 2,g25.o S.F. S.F. A- 105.00 PROPOSED FIRST FLOOR PLAN o g USE IS UNLAWFUL 1 oRc I OVER 10,000 S.F. •� I 20.�• - - - � PROJECT: WITHOUT CERTIt-ICAT 22 -� II - -� -�111A 40' FRONT Y D AR � OF OCCUPANCY _ ZONING REGULATIONS MAIN BUILDING PROP. STONE WALK O �_T�AGK // I SOUTHOLD TOWN GODS 250-124B A- 104.00 PROPOSED SECOND FLOOR PLAN D'HARA ADDITION EXIST. PROPOSED COMPLIES RETARI STORM WATER RUNOFF O PURSUANT TO CHAPTER 236 G'�' I I d MIN. FRONT YARD 40.0' 4I.0' 40.1' YES A- 105 .00 PROPOSED ROOF PLAN OF THE TOILv1i CODE. i I - - - s _ _ _ _ ' / I 165 ROGERS ROAD MIN. SIDE YARD 15.01 10.51 Io.B' No EXIST.g O 111 � W SOUTHOLD, NY 11971 PLUMBER CERTIFICATION I / Q `p MIN. COMBINED � ® � � SIDE YARDS 35.0' 33.5' 33.5' NO EXIST. ON LEAD CONTENT BEFORE I X IL } 1 _ I I MIN. REAR YARD 50.0' 100.5' q1.5' YES A-201 .00 PROPOSED EXTERIOR ELEVATIONS DRAWING_ TITLE: CERTIFICATE OF 4CCUPANCI' � � p✓ ` p I PROJECT LOCATION &SCOPE SOLDER USED !N WATER I I I MAXIMUM HEIGHT 55.0 2'1.0 77.0 YEs ! SUPPLYSYSTEM CANNOT I I SITE PLAN & ZONING DATA EXCEED 2110 OF 1/° LEAD. i I I LOT COVERAGE A-202 .00 PROPOSED EXTERIOR ELEVATIONS 17' 50UTHOLD TOWN CODE 280-1248 PAGE: DESCRIPTION (FOOTPRINT) AREA 90 LOT COVERAGE - 501 .00 BUILDING SECTIONS N21�1°5( f'20"W � 100.00 / TOTAL LOT AREA I6,600.0 S.F. DESIGN DETAILS G-001m00 .: �� EXISTING HOUSE I,Ogq.O S.F. 6.&% PLUIAIJ. / EXISTING PORCH RAMP 206.E S.F. I.2Y A-40 1 .00 DESIGN DETAILS DATE: 09/05/23 1 OF 15 PROPOSED OUTDOOR SHOWER 36.0 S.F. 0.2% i I / rD.F-e(�f 7 "�Q1� PROPOSED ADDITION 212A 1.5% Ul PROPOSED REAR DECK 44.0 S.F. 0.33b Y! Pr,TR1CAL X IY U n ewl rc V� P 0 ,0O DWV/WATER SUPPLY RISER ) v DA,1 w } I Ili"c siC3i�a REQUIRED / �a Z��n TOTAL AREA OF ALL STRUCTURES ISga.S S.F. q.63o 0 J MAXIMUM LOT COVERAGE ALLOWED: 20�0 ,All exterior lighti g I Installed replaced or J LLl IMPERVIOUS SURFACES < b" FROM GRADE . :` i repaired shall con Qrm _ ' EXIST. - 01 .00 PROPOSED LIGHTING PLANS p � EXISTING IMPERV. SURFACES ag4.0 S.F. 5.490 to Chapter 172 I UT L I TY PROPOSED STONE WALKWAYS 360.0 S.F. 2.2% , ma` ,• �- of the Town Code - - - - - - - -_ - - - - - - - - - - - - - - - - POLE ul -� - - - - - - - - - - TOTAL LOT COVERAGE INCLUDING 2&52.5 S.F. 17.2gb .r EXIST. O�IERHEAD ELECTRIC, WIRES STRUCTURES <b FROM GRADE �°° p Mom' S I TE PLAN SCALE: 1" = 10'-0" NOTES $ SFEG I F I GAT 1 ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY A55RE Y I AT I O NS 0- IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED I. ALL LUMBER SHALL BE DOUOLAS FIR LARCH #2 4 BETTER (Fb = 6'15) UNLE55 THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT APPLIES TO THE _ Q OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY NEW WORK BEING PERFORMED AND SHALL COORDINATE THE SUB-CONTRACTORS IN SUCH A TOGETHER AT ALL TIMES. IT IS ALSO THE CONTRACTORS RESPONSIBILITY TO READ ALL NOTES, PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING MANNER TO A55URE THAT THE CONDITIONS OF THE FIRST AND SECOND FLOORS ARE TAKEN INTO BD. BOARD INSUL. INSULATION o SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2• ALL LUMBER IN CRAWL SPACES TO BE I6" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED ACCOUNT. BFE BASE FLOOD ELEVATION INT. INTERIOR LW 5" MIN. FOUNDATION EXPOSURE. A6ENGY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR GENERAL GREATER STRUCTURAL 5AFE7Y OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTIN55 TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL BLDG. � BUILDING �K _1 KIPS (1000 LB5) -j C) I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT V) PROVIDE SILL 5EAL/INSULATION. 51ZE OF SILL TO BE (2) 2"xb", UNLE55 (1) 2"xb" (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. BOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/so. FT., U.O.N. APPLICABLE BUILDING DEPARTMENT. 15 NEGE55ARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS BM BEAM MANU. SPEC.s MANUFAGTURI=R 5 SPECIFICATIONS N 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE, UNLE55 Q --1_+ Ln B.O. BOTTOM OF MAX. MAXIMUM ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 4. AT FLUSH FRAMING USE I6 &AGE METAL JOISTS HANGERS BY TEGO OR OTHERWISE NOTED j O EQUAL. 1. IDENTIFICATION: ALL 5OLID-5AWN LUMBER, GLUED LAMINATED TIMBER, STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. BOT. BOTTOM MECH. MEGHANIGAL ., T- �0 PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SFfOWN ON DRAWINGS, U.O.N. __ 3. ALL WORK SHALL CONFORM TO NATIONAL,STATE, AND LOCAL CODES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL B.O.W. BOTTOM OF WALL MIN. MINIMUM O -� T_ FLOORS, ROOFS,AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED A&AIN5T FOUNDATION WALLS -- = 0 AND AUTHORITIES HAVING JURISDICTION. _ RULES SPECIFIED IN 1.1 THROUGH I.B. UNTIL I TIER OF FRAMING IS IN PLACE. G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF Ig88 L Lo Z -q- 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS,POSTS, AND BATH TUBS, U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 'I. FOOTINGS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWIN65. O - � N OF THE OWNER/BUILDER INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED COL. COLUMN [NYC, Br-. NEW YORK CITY BUILDING CODE - 0- ., "1. ALL BEAMS, 61RDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE ORADEMARK OF A LUMBER 6RADIN6 OR INSPECTION AGENCY 6. ALL OPENINC5 FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED x -Y 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PR06RAM, SUCH AS THE SOLID WITH CONCRETE. CONT. CONTINUOUS FO G. ION CENTER O U SHALL BE CLARIFIED WITH THE ARGHITEGT/ENGINEER BEFORE PROCEEDING , 6. MIN. HEADER TO BE (2) 2 xl0 UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE WITH THE WORK. DBL. DOUBLE 000. OCCUPANCY 0 O m -� , GRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. • L0 q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MA50NRY/CONCRETE TO BE IN51&NIA OF THE GRADING ACENGY WHICH COMPLIES WITH THE 6. NO DEVIATION5 OR CHANCES TO THE STRUCTURAL SYSTEM SHALL BE MADE P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRE551VE STRENGTH AT 26 DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION C C) O UNLE55 APPROVED BY THE ARCHITECT/ENGINEER. DAYS OF 4,000 P.5.1., U.O.N. Q O �. O 10. ALL EXTERIOR 5HEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. DIMSION EN P. GONG. POURED CONCRETE 1. CONTRACTOR TO VERIFY DIMEN51ON5 OF FOUNDATION WITH FLOOR PLANS ON PACE 6-005. GENERALLY, 5HEATHING 15 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A I qO.1 STRUCTURAL GLUED LAMINATED 11. GONG. SLABS TO REST ON MIN. OF b" FINE &RAVEL OR SAND WITH - -" BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER D.J. DECK JOISTS PL. PLATE 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENT5 WHEN APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: A55EMBLIE5 U51N6 PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. [EA. EACH PLYWD. PLYWOOD q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE WOOD I-JOI5T5 SHALL MEET THE PROVISIONS OF ASTM V5055 II. SUB FLOORING, GENERALLY, TO BE OF 5/4" THIGKNE55 AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - ELEV. ELEVATION P.T. PRESSURE TREATED NAILING AS PER FA5TENIN6 SCHEDULE ON PAGE 6-003 AND GLUED, U.O.N. TRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THI5 (1) WALL TIE PER (5) 50. FT. EQUIP. REQ D REQUIRED -� -I---J 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS,APPROVALS, OCUMENT, THE. 60VERNINC BUILDING CODE AND ANY ADDITIONAL EQUIPMENT CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND UL. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, - I ° 'II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA - APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EXIST. EXISTING Ri RI! �.JER ( � AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT 1'�RITTEN 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXTERIOR RM. ROOM M PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH GRADE, n , W 12. THE ARCHITECT 15 NOT RETAINED FOR 5UPERV15ION OF THE WORK AND 15 ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER �✓ RESPONSIBLE FOR DESIGN INTENT ONLY. 14. PROVIDE 'X' CRO55 BRACIN& AT JOISTS, 5TUD5, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOGUMEN, THE 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES OF 40OF AND f FAR FLOOR AREA RATIO STL. STEEL �� EXCEED 5'-O" AND AT EVERY 5'-O". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS FALLING, UNLE55 APPROVED BY ARCHITECT/ENGINEER. NO CONCRETE SHALL BE PLACED ON 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE F.A.V. FRESH AIR VENT SET FORTH IN THE MANUFACTURER'5 CODE EVALUATION REPORT. FROZEN SURFACES. � VENT • - � SMART 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 6-003. 13. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED 1"1. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY ARCHITECT/ENGINEER. i -._ S.V. TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WOOD TRU55E5 SHALL MEET THE PROVISIONS OF THI5 DOCUMENT, THE FF FINISHED FLOOR TBD TO BE DETERMINED I __ _ RUBBISH, HASTE MATERIALS, TOOLS, ETC., CLEAN 6LA55 AND LEAVE WORK 16. APPLY ALL CONDITIONS ADDRESSED IN FA5TENIN6 SCHEDULE AS GOVERNING BUILDING COME, AND ANY ADDITIONAL REQUIREMENTS AS I6. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION HALLS AND WHERE EVER BROOM CLEAN. NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE APPLICABLE. Fr ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLASS CONNECTED HOOD TRUSS CONSTRUCTION, THE TRU55 DESIGN DRAWINGS, I-1. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PACE5 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. Iq. UNLE55 OTHERWISE INDICATED,ALL FOUNDATION FOOTIN&5 ARE TO BE A MIN. 10" DEEP F.J. FLOOR JOISTS THK. THICK 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL PROJECTING b" ON EACH SIDE OF THE FOUNDATION WALL. PROVIDE TWO #4 DEFORMED BARS LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 15. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. lb. &YP5UM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL CONTINUOUS IN THE FOOTING. ALL 4" THICK CONCRETE SLABS TO HAVE 6x6 10/10 WELDED WIRE FOUND. FOUNDATION T.O.W. TOP OF WALL 1 AND ORDINANCES. 6ENERALLY, SEPARATE DOUBLE J015T THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM C56 SPECIFICATION FOR GYPSUM REINFORCING. _ • - 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, A5TM 03'I SPECIFICATION FOR GYPSUM LATH, OR A5TM C-1q FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD -� THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR GYPSUM 5HEATHING BOARD. 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED AS IN SOLID 4 co COMPLETION OF PROJECT. lei. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 5" DEEP 4 3'-O" BELOW 6RADE. FR• FRAME TYP. TYPICAL n 1 AS PER PAGE 0-005. 1.1. HARDBOARD: HARDBOARD USED IN A 5TRUGTURAL APPLICATION SHALL VJ I'!. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLE55 THE OWNER, MEET THE PROVISIONS OF AN51/AHA AI35.4 BASIC, HARDBOARD OF 6LA55 WINDOWS AND DOORS FRPR. FIREPROOF �.N. UNLE55 OTHERWISE NOTED ARGHITEGT/EN6INEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." 5PEGIFIE5 PRESSURE PRE5ERVATIVELY TREATED LUMBER IN AN51/AHA AL35.6 HARDBOARD SIDING. I. ALL 6LA55 TO BE IN5ULATED LOW-E,UNLE55 OTHERWISE SPECIFIED. -..- .A&AINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSE5, INGLUDIN6 ACCORDANCE w/AWPA G22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTC. FOOTING VERT. VERTICAL ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER Lb STRUCTURAL PANELS: 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER CLEARANCES ARE :�i THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR 5OAKIN6 UNTIL THE WOOD PROVIDED. GYP. BD. ��GYPSUM BOARD V.I.F. VERIFY IN FIELD IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS,DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, I.6.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE 3. ALL 5LIDIN6 GLASS DOORS, SKYLI&HT5, AND ANY 6LA55 UNIT INSTALLED WITHIN I6" OF H.D. HOLD DOWN W/ WITH ITSELF INGLUDIN6 THE LOSS OR USE RESULTING THEREFROM). (B) 15 CAUSED IN MANUFACTURER SUCH A5: HANGERS, NAILS, 5GREW5, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND FINISHED FLOOR SHALL BE OF (INSULATED TEMPERED 6LA55, UNLE55 OTHERWISE NOTED. --- WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY HDR BD., ][HEADER WD. WOOD Q CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE SPECIFICATIONS. HNGR HANGER ZR ZONING RESOLUTION BE LIABLE RE&ARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. PARTY INDEMNIFIED HEREUNDER. A. TRU55 JOIST MGMILLIAN IAE MIGROLAM 5. ALL WINDOWS TO BE CAULKED AND 5EALED AS PER NEW YORK STATE ENERGY CONSERVATION HOR. HORIZONTAL B. OEOR&IA PACIFIC 2.OE 6-P LAM 1.5.2. ORIENTED-STRAND BOARD (055), WAFERBOAR , ORIENTED-STRAND CONSTRUCTION GODS. 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING A. TRU55 J015T MGMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY 6. PROVIDE FLA5HIN& PANS UNDER ALL 5LIDIN6 GLASS DOORS, WINDOWS, OR ANY OTHER TYPE OF OF CONCRETE, ETC. ARE TO BE CAREFULLY 5UPERVI5ED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEG.'s PRODUCT STANDARD 2 (PS2) PERFORMANCE VOLUNTARY PRODUCT GLASS UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. I C� I I /� I /� I C, TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN65,SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR I I `l✓UL_ T I O I `� I `� STRJ"`�T I ®I `l R uCU I R I `lT APPLICABLE GORES AND 600D PRACTICE. DEVIATIONS FROM THE DRAWINGS 22• I-JOIST FLOOR SYSTEM5 SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. 1. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL SCREENS AND AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, HARDWARE NEGE55ARY FOR PROPER FUNCTION OF SUCH UNITS. AUTHORIZATION OF THE ARCHITECT/EN&INEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.5.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL GORE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY 6. ALL 6LA55 I5 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 SHOULD BE Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S GORE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. PROPOSED DESIGN GODS PRESGRIPTIYE SLUE NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF 50LID SAWN RAFTERS SHALL EVALUATION REPORT. I COMPONENT COMPL I E5 PERTAINING ARE TO BE FIELD VERIFIED. NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH ANOTHER WINDOW VALUE C I Tr4T1 ON (PER 2020 NY5ECCC) OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-51XTH OF THE ACTUAL 1.6.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT THE 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AIg4.1 CELLULOSIC, CHARACTERISTICS OF THE WINDOW MATCH THE CHARACTERISTICS OF THE ANDERSEN WINDOW WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0205 STANDARD 5PECIFICATION FOR SPECIFIED. THE CHARACTERI57IG5 ARE AS FOLLOWS, BUT NOT LIMITED TO: DE516N PRESSURE, IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. ROUGH OPENING, U-FACTOR, L16HT AREA, VENT AREA, AND E5RE55 REQUIREMENTS. U-VALUE = 0.25 MAX. U-VALUE = 0.52 21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGE5. FENESTRATION U-VALUE MAX. AIR LEAKAGE = 0.50 GFM/5F YES 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE TEMPERED 6LA55. AIR LEAKAGE = 0.30 GFM/SF SPECIFICATIONS, UNLESS NOTED OTHERWISE. 1.6.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL 51MINO USED IN PER R402.4.3 4 TABLE R402.1.4 - CLIMATE ZONE 4 co 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.5. Lo Lo 22. PROVIDE FIREBLOCKING A5 PER NEW YORK ACCE551BILITY 5TANDARD5. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I II. EXTERIOR 6LAZIN6 SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED OPENING - 00 11 THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE &OVERLAIN& BUILDING GORE, AND ANY ADDITIONAL PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF A5TM Elqqb AND MIN. R-VALUE = 401 CEILING R-VALUE R-4q BATT INSULATION HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE ASTM E1866 AS MODIFIED BY 2020 NY5 BC SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PER TABLE R402.1.2 - CLIMATE ZONE 4 YES F. UN PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY OF THE HOLE SHALL NOT BE CLOSER THAN 5/6" TO THE EDGE OF THE STUD. REQUIREMENTS A5 SET FORTH IN APPLICABLE CODE EVALUATION PROTECTION SHALL MEET THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR g UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS REPORTS. COPYRIGHT PROTECTION ACT OF IggO (AY�IGPA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. ANSI/DASMA 115. = 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL EXTERIOR (2"xb") WOOD MIN. R-VALUE = 20 (CAVITY) w 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL R-21 BATT INSULATION TURAL PANELS WITH A THICKNESS OF FRAME WALL R-VALUE PER TABLE R402.1.2 - CLIMATE ZONE 4 YES O GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, NOT LESS THAN J" AND A SPAN OF NOT MORE THAN 6' SHALL BE PERMITTED AS GLAZING7 ~ ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL NOTES, AND TABLES ON PACE 6-005 4 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN5I/A5ME B 16.2.1 SQUARE AND PROTECTION. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE MIN R-VALUE = IQ ►( w qq CONSTRUCTION;55TD 10- AND 2015 SBC HIGH WIND EDITION WOOD FRAME SPECIFIES THE REQ'D NAILING FOR THE 5HEATHIN6(ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). OPENING. PANELS SHALL BE PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE FLOOR R-VALUE R-30 GATT INSULATION YES z g CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING PROVIDED A5 PER THE ANCHORAGE METHOD 5ELECTED IN ACCORDANCE WITH TABLE R301.2.1.2. PER TABLE R402.1.2 - CLIMATE ZONE 4 ui I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED ATTACHMENT HARDWARE SHALL BE PERMANENT CORROSION-RES15TANT AND THE ANCHORS SHALL n Z 2.2.2. LA6 SCREWS: LAG SCREWS OR LA6 BOLTS SHALL COMPLY WITH ANSI/ BE PERMANENTLY INSTALLED ON THE BUILDING. 0 w FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEG.'s). A5ME BI6.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). COMPLIANCE STATEMENT: w HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUNCVFLOOR PLANS. 0 Q 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 2.2.5. TRU55 METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES PLUMBING TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL 26. COLUMN SEARING AS FOLLOWS: I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) SYSTEMS TO NYS COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN WOOD P05TING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, PLUMBING CODE AND NY5 DEC REGULATIONS. m `i SCREWS BOLTS AND NAILS EXPOSED TREATED WOOD 4 FLA5HIN6. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE AND ANY ADDITIONAL REQUIREMENT5 CONNECTORS 3. METAL PLATES, WALL w/STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK &ROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. 2• PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. ch DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL SECURE w/ (2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® C AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. EXI5T. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR 5TRAPPIN& 51ZE AND 5. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANCES IN DIRECTION AND AT BASE OF � o VERTICAL WASTE PIPES. � 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" GAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, p o SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE WIDE 3 COURSES OF SOLID BRICK MA50NRY CENTERED ® POSTING,U.O.N). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/6" PER FOOT. TA5L•E R501 .7 PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS HOWEVER, WHEN COLUMN OR P05TIN6 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENT5 OF THE &OVERNINC BUILDING CODE AND ANYCLIMATIC, $ GEOGRAPHIC. DESIGN CRITERIA AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS ASSET FORTH IN THE MANUFACTURER'S ALLOWABLE DEI=LEGTION OE STRUCTURAL MEMBERS PROJECT: STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) 4 ANCHOR BOLTS, GORE EVALUATION REPORTS. 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLE55 OTHERWISE NOTED: 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPP051N6 U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 5" LONG - DISH WASHER.........................................2 &ROUND SNOW LOAD 25 LBS RAFTERS EXCEPT WHERE COLLAR TIES OF Ixb" OR 2"x4" LUMBER IS w/b RISE 4 w/(2) /4 s „m BOLTS THROUGH CENTER LINE OF VERTICAL LE&5 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD - KITCHEN SINK........................................2" - LAVATORY...............................................2" ALLOWABLE � � LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF SET 6" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-005. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. - STRUCTURAL MEMBER O HARA RAFTERS. 5HOWER/UB...........................................2 REELECTION BASIC WIND SPEED 130 MPH 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC, NAILS AND STAPLES - TOILET.........................................................5" ADDITION - 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. SHALL MEET THE REQUIREMENTS6 OF THE 0VERNINC BUILDING CODE LAUNDRY .................................................2.1 RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATEGORY B AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE FLOOR DRAIN..........................................3 L/150 MANUFACTURER'S GORE EVALUATION REPORTS. W/NO FINISHED CEILING ATTACHED TO RAFTERS RY B I '1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 46" AND EVERY b. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" THROUGH ROOF. SEISMIC DESIGN CATEGORY 16" WITHIN 4' OF EXTERIOR CORNERS. ASPHALT ROOFING SHINGLES 2.2.1. SCREWS: SCREWS SHALL COMPLY WITH AN51/A5ME B 15.6.1 INTERIOR WALLS 4 PARTITIONS H/I60 I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-6LA55-A ASPHALT ROOFING WOODSGREW5 (INCH SERIES). T PROVIDE FROST-PROOF Ho5E: 5I55 WITH EASILY ACCESSIBLE DRAIN 4 DRAIN GOOKS AS WEATHERING I SEVERE ;SILL PLATE SHALL BE ANCHORED SHINGLES OR APPROVED EQUAL. REOV 165 ROGERS ROAD 8. SILL PLATE TO FOUNDATION ANCHORAGE . H05E BIB5 SHALL BE PROVIDED WITH BACKFLOW PROTECTION. TO THE FOUNDATION WITH ANCHOR 501-TS HAVING A MIN. BOLT DIAMETER FLOORS 4 PLASTERED CEILINC5 L/360 OF J" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 2. SHINGLES 5HALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE FROST LINE DEPTH 3'-O" SOUTHOLD, NY 11971 PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR NOTED. ALSO, CONTRACTORS OPTION TO APPLY 6AF-WEATHER-WATCH ICE 6. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED WITH BACK FLOW BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF T' IN CONCRETE/MASONRY AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL PROTECTION. ALL OTHER STRUCTURAL MEMBERS L/240 MECHANICAL GONNEGTIONS: TERMITE MODERATE TO HEAVY FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL HEALTH DEPARTMENT IDRAWING TITLE: SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. CODES AND REFERENCE STANDARD: 10. APPROVAL AND INSPECTION GENERAL NOTES AND AT SPACING NOT EXCEEDING 4' ON CENTER. 3. PROVIDE FLASHING NEGE55ARY FOR WATER TIGHT AND WEATHERPROOF 1. ALL MECHANICAL CONNECTIONS SPECIFIED AS "51MP5ON" MAY BE STANDARDS AND REGULATIONS. EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 ICE BARRIER REQUIRED YES CONSTRUCTION. IS REQUIRED BY LOCAL JURISDICTION PRIOR TO CONGEALMENT EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK 4 ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURERS 2. THE 5UB . ' 5TITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED OF PLUMBING. ENERGY TABLE STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 BY SIMPSON MANUFACTURER. NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK SPECIFICATIONS. II. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING GORE. NO NOTCHING AND EXTERIOR WALLS - WIND LOADS w/FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS . STATE ENERGY CONSERVATION CONSTRUCTION CODE. 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED NOR ANY POTENTIAL DAMAGE THEREOF. 11 5. NAILING OF ROOFING SHALL BE TO GORE. INDICATED IN "51MP5014" PRODUCT LITERATURE. THERE MAY BE SEVERAL 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY ELECTRICAL: 6. CORROSION RESISTANT II GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE " WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2016 WOOD FRAME LOADING VALUES ARE LE55 THAN WHAT IS SPECIFIED BY SIMPSON I. ALL NEWLY INSTALLED ELEGT'RIGAL WORK OR APPLIANCES SHALL CONFORM CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER ASSOCIATION PERMITTED TO 2011 NATIONAL ELECTRIC CODE, NFPA '70 AND 2020 NEW YORK STATE ENERGY CONSERVATION STRUGTURL DESIGN L.ODS PAGE: (AFWA) AMERIGAN WOOD COUNCIL (ANC). 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED CONSTRUCTION CODE. -7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR 2:12 PITCHES TO 4:12 PITCHES 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE G-OO2mOO PLUMBING GORE. 5. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF MANUFACTURER SPEGIFIGATIONS OF THE PRODUCT BEING INSTALLED. COMPLETION OF WORK. I USE LIVE LOAD DEAD LOAD 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE THE SEALANT TO UPLIFT FORGES USING ASTM D 6361. 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA -12: EXTERIOR BALCONIES 40 psf 15 psf MECHANICAL CODE AND 2020 NEW YORK STATE FUEL OAS GORE. SPECIFICATIONS OF THE PRODUCT BEING INSTALLED - GENERALLY,VERIFY OR PROVIDE HARD WIRED p p SMOKE DETECTORS H/BATTERY BACK-UP IN: 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201'1 NATIONAL ELECTRIC i. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY DECKS 40 psf 15 psf CODE, NFPA-70 AND 2020 NEW YORK STATE ENERGY CONSERVATION ARCHITECT A. EACH SLEEPING ROOM DATE: 09/05/23 2 OF 15 CONSTRUCTION CODE. 6YP5UM WALL BOARD 5. ALL CONNECTORS SPECIFIED A5 A "51MP5ON" TOP MOUNTED BEAM B. OUTSIDE OF EACH SEPARATE SLEEPING PA55EN&ER VEHICLE GARAGES 50 psf AS PER PLAN I. &YP5UM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT HANGER SHALL BE ALLOWED TO BE 5U55TITUTED WITH A TOP MOUNTED AREA IN THE IMMEDIATE VICINITY OF MECHANICAL, FUEL OAS: COMPOUND METHOD. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. THE BEDROOMS (GENERALLY THE HALLWAY) i ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42") 10 psf 15 psf I. MECHANICAL AND FUEL 6A5 SYSTEMS SHALL COMPLY w/ THE 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLESS NY5 MECHANICAL CODE AND FUEL 6A5 CODE OTHERWISE NOTED. WATER RESISTANT (W.RJ AT BATHROOMS AND WHERE G. EVERY LEVEL OF DWELLING ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf DEEMED APPLICABLE. (BA5MENT,FIRST FLOOR, 4 SECOND FLOOR, ETCJ 2. ALL MECHANICAL 5Y5TEM5, APPLIANCES, 4 EQUIPMENT SHALL BE LISTED, LABELED, 4 INSTALLED IN ACCORDANCE w/MANUFACTURER'S SPEC.'5 4 CODE. 3. 5/6", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS INSULATION ROOMS OTHER THAN SLEEPING ROOMS 4o sf 15 psf `y, -Fr"(-�,��,,, SITE WORK p p ';'to-` , . °_."' (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED I. STAKEOUT I5 TO BE PERFORMED BY A LICENSED SURVEYOR .,,,? ,s ,*.3. ALL FUEL OAS SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDING5 IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUCING FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. 5LEEPIN6 ROOMS 30 psf 15 psf ,j - t� 4 SHALL BE EQUIPPED w/ FLAME SAFEGUARD DEVICE WHICH SHUTS OFF THE FUEL EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL FOIL TO BE PLACED TOWARD WARM SIDE. 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, .%�, , x",.��r -A SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT LIGHT 15 EXTINGUISHED. CONCRETE PANELS OF 5/6" THIGKNE55 MINIMUM. RECEIVE CLARIFICATION FROM ARGHITEGT/EN6INEER PRIOR TO PROCEEDING. �? .A ,. . STAIRS 40 sf 15 sf �, r:. 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION p p I.. '_ '.' E':,, `�I 4. SUPPLY 4 RETURN DUCTS OR PORTIONS THEREOF NOT LOCATED COMPLETELY 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE WALLS FROM 6 BELOW GRADE TO 24 BELOW GRADE IF DESIRED BY 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. , gyp:. 1. II, J . INSIDE THE BUILDINO THERMAL ENVELOPE SHALL BE INSULATED TO AN R-VALUE TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE 5TOGKPILE TOP501L OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING GUARDRAILS AND HANDRAILS 200 psf 15 psf '`"r .�,: OF AT LEAST (NY5 EGG R403.3): TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. FOUNDATION WATERPROOFIN6. SITE. STOCKPILE ALL EXCAVATED MATERIALS. tp, , _. DUCTS 3"� 4 GREATER, LOCATED IN ATTIC: R-6 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND 3. GENERALLY, UNLE55 NOTED OTHERWISE, INSULATE AS FOLLOWS: 4. NEW AND EXI5TIN6 BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE I2 psf FOR ATTIC l' 0t,1 A^, - q" R-50 FOR FLAT GEILING5 ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT I5 UNSUITABLE ROOF LOADING (LIVE = 6ROUN0 SNOW LOAD) 25 psf 15 sf FOR LATH. 0�= �� • DUCTS UNDER 3 �, LOCATED IN ATTIC: R-6 ALL OPENINGS. p DUCTS 3 41 4 GREATER, OTHER PORTION OF BUILDING: R-6 - 5.25" R-500 FOR VAULTED AND CATHEDRAL CEILIN&5 FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. DUCTS UNDER 3"O, OTHER PORTIONS OF BUILDING: R-4.2 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-003. - 3.5" R-15 FOR 2"x4" WALL CONSTRUCTION - 5.25" R-21 FOR 2"x6" WALL CONSTRUCTION 5. PROTECT TREES WITHIN E16HT FEET OF THE BUILDING. "BALL STRUCTURAL ME51ON CONSIDERATIONS ARE IN CONFORMANCE WITH - 5.25" R-21 FOR FLOORS ASCE 1-I6 (MINIMUM DES16N LOADS FOR BUILDINGS AND OTHER STRUCTURES) HOLDOWN DETAILS T`O"F I GAL NAIL I NO/STRAi=f= 1 NO REOU I REMENTS FOR CL FASTENING SCHEDULE A Q ALL HARDWARE TO BE INSTALLED AS PER MANU. UAL I FTi SHEAR Jul LATERAL ND RES I STAND NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS 0 SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ITIES ARE MATCHED MANUFACTURER (SEE PAGE 6-005 FOR STRAPPING AND NAILING REQUIREMENTS, W AND ROUGH OPENING FRAMING REQUIREMENTS) W "ALL STRAPPING TO BE ly4"x 20 GAUGE** -- "SIMPSON" EQUIVALENT — 0520 (SOILED STRAP) J p ALL NAILING IS A GENERAL SPEGIFIGATION, IT APPLIES UNLESS NOTED OTHERWISE M FUSE IOd NAILS IF STRAPPING 15 OVER PLYWOOD; TYP. FOR ALL (5GHEDULE AS PER AWG 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) N Q HOLIDONN 'A' HOLDOWN 'B' DESCRIPTION FASTENER SPEC. FASTENER C 0) CONNECTION A NA I L I NO OR I D AND QUANTITY SPACING w FOR OUNDATIONST ROOF GE I L I NO FRAM I NO o 0 AT RAFTER TO RIDGE N I.DIM's ARE ALL MIN.k's BASED ON USE OF ONLY A Ibd � N I CONNECTION: RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 5-005 PER RAFTER (3) 2x FULL ENDWALL ENDWALL „„.-• """ COMMON NAIL w/o PREBORED HOLES. C L() Z 'Cf' (3) 2X FULL CORNER STUD ✓„^"' � „ 2.HOOD 15 ASSUMED TO BE DF,02 4 BTR. IN DRY USE HE16HT 57U HEIGHT STUD ONNECTED TO <� FOR STRAP - 3 8 d* COMMON R.R. 2" SERVICE p x Y N CORNER STUD /NAIL5 RANSFER SHEAR NAILS a EA. END OF STRAP, CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PA6E 5-005 PER JOIST U ,CONNECTED TO 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL TRANSFER SHEAR iy (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL c m Ud "SIMPSON" HDQB \ • •— •— • CEILING JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE 6-005 EACH LAP FOR ROOF SLOPES UNDER 5:12 WITH . HOLES,SET NEW MEMBER. HOEDOWN ANCHOR -I6d COMMON 0 ++ Ln2-I6d COMMON Loca r1oN5 NorED 0 6" O.G. ROOF SPANS OF 24' OR GREATER, • {,, .�, ON PLANS 10 O.G. IF BLOCKE 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED N 0 NAILS ® b O.G. 4 USE 4 8 d COMMON NAILS a EA. • • CEILING JOIST LAPS OVER PARTITIONS (FACE-NAIL) q-Ibd COMMON EACH LAP C p O" O.G. IF BLOCKED CORNER P05T ``�. END OF STRAP. �. • 5.SEE SECTION 6 FOR ANY REOT TO CLINCH THE NAILS(TO Q CORNER POST G.�.i G. TIES „ ` �" �- '•-�..,,,� TIGHTLY BOND THE END OF THE NAIL TO A 410° ANGLE,SEE COLLAR TIE TO RAFTER (PAGE-NAIL) SEE PAGE 6-003 PER TIE GRAPHIC BELON °SIMPSON" HDQB �-"". THE ABOVE A55UME5 A RAFTER " 6.DIMENSIONS ARE DERIVED FROM HOEDOWN ANCHOR ® SPACING OF I6 O.G.; FOR SPACINGS THE NDS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-8d COMMON EACH END LOCATIONS NOTED d OF 24" O.G., INCREASE NAILING BY A SECTION 12.4-PLACEMENT OF NAILS d SPIKES d TABLE ON PLANS ° FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END d CONNECTION BI E32 AT RAFTER TO TOP PLATE TO STUD WALL FRAMING +J HOLDOWN IN5TALLATION OPTIONS: CONNECTION: l�"--'" ( l 7 FOR STRAP - 5 8 d COMMON NAILS a EA. �2 '"�-�� M�� TOP PLATE TO TOP PLATE (FACE-NAIL) 2-Ibd COMMON ' PER FOOT `J FOR NEW P. GONG. FOUND.s .'`� o o +� /"V"1 HOLDOWN CAST IN PLACE w/7/8"O THREADED ROD .r'y . W �, . • END OF STRAP, • ' TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE FOR EXIST, P. GONG. OR NEWLY CUIRRED FOUND.'s _ • • 5� WHEN IN TOWN OF ISLIP OR NAILING J NOTE_"5 GEOMETRY EXCEEDS THAT PERMITTED I N +- 7/8"� THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO ; I CONCRETE w/ SIMPSON' SET (HIGH STRENGTH EPDXY ----� � MAX. NAILING GRID ABOVE UTILIZE = • • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. • _ ADHESIVE), 4 FOR TEMP.'S O°F-40°F USE "SIMPSON" AT I I y I I I SIMP50N #H2A (OR EQUAL) RAFTER TIE " (HIGH STRENGTH ACRYLIC ADHESIVE) "" HEADER TO HEADER (FACE-NAIL) Ibd COMMON I6" O.G. ALONG EDGES FOR EXIST. /NEW G.M.U. (GONG. BLOCK) FOR TOENAILING - 5 8 d COMMON NAILS FILL TOP 2 COURSES SOLID $ CAST IN PLACE HOLDOWN USE SAME • TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I66 COMMON PER STUD r , CONNECTION _ FOR G.J. TO R.R. - elI6 d COMMON NAILS w/7/8 THREADED ROD REQUIREMENTS FOR `-.._„„ ..,." • — BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, RAISED G.J.'s(WHEN 2-Ibd COMMON 12 PER FOOT APPLICABLE) FOR EA, PLATE TO STUD ABOVE 4 OR BELOW AT G.J. TO G.J. CONNECTION: ENDJo1sT, or BLOCKING (PAGE-NAIL) HOLDOWN 'G' HOLDOWN 1�)' 2 I6 d COMMON NAILS FOR G.J. TO G.J. - of 16 d COMMON NAILS FLOOR FRAMING Q FOR NEW 4 EXIST. Ijz FOUNDATIONS FOR NEWLY POURED CONNECTION CI 4 C2 • JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-5d COMMON PER JOIST FOUNDATION ® ONE STORY ONLY (5) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END HEIGHT STUD CORNER STUD CONTRANSFER TO ° BLOCKING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END TRANSFER SHEAR AT STUD TO FLOOR A55EMBLY "SIMPSON" HDQB -"' • (3) 2x FULL �.� . ° BLOCKING TO SILL or HOEDOWN ANCHOR 2-I6d COMMON HEIGHT 5TUD ,. ''- • �'2 "- - TO 57UD GONNEGTION: 5-I6d COMMON EACH BLOCK LOCATION5 NOTED NAILS ® b" O.G. 4 ,✓' � TOP PLATE (TOE-NAIL) ON PLANS lo" O.G. IF BLOCKED ° FOR STRAP - 5 8 d* COMMON LEDGER STRIP TO BEAM (PAGE-NAIL) 5-Ibd COMMON EACH JOIST CORNER POST NAILS ® EA. END OF STRAP ° I ,I I JOIST ON LEDGER TO BEAM (TOE-NAIL) 5-Sd COMMON PER J015T ° FOR EA. PLATE TO STUD ABOVE 4 OR NAILS ® MMC O.C.N „„• I BELOW - 2 16 d COMMON NAILS BAND JOIST TO J015T (END-NAIL) 5-I6d COMMON PER J015T BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT • �`'"-. ROOF SHEATHINO ° d STRUCTURAL PANELS: d INTERIOR ZONE 8d COMMON 6" EDGE / 12" FIELD a SIMPSON" Sr D14R CONNECTION DI 4 P21 SOLID KING FOR NEW P. GONG. FOUND.'s PERIMETER EDGE ZONE s ad COMMON 6" EDGE / b" FIELD HOLDOWN INSTALLATION OPTIONS: • O BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ 8d COMMON 4" O.G. UP TO el" RAKE OVERHANG . „' HOEDOWN CAST IN PLACE w/7/8"0 THREADED ROD "„•""' • OR_EXIST. P. GONG. OR NEWLY CURBED FOUND.'s • AT STUD TO FLOOR ASSEMBLY TO 51 LL CE I L I NO SHEATH I NO 7/8"(P THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO P_ LATE(5) GONNESTION: CONCRETE w/ "SIMP5 NO ' SET (HIGH STRENGTH EPDXY p 1/2" MIN. ""----FROM GYPSUM WALLBOARD 5d COOLERS '1" EDGE / 10" FIELD Do ADHESIVE), 4 FOR TE:MP.s O F-40°F USE -SIMPSON AT CORNER FOR STRAP - 5 5 d* COMMON NAILS a F.A. (HIGH STRENGTH ACRYLIC, ADHESIVE) ° ONE zG RE BAR i SPECIFIED ON ° END OF STRAP (WRAP STRAP A UNDER SILL PL) WALL SHEATHING FOR EXIST. / NEW G.M.U. IC.ONG. BLOCK) TYP. FOUND. NOTE • FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOEDOWN o ° FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - w w/7/b"4) THREADED ROD ~` 2 16 d COMMON NAILS a '^� STRUCTURAL PANELS Sd COMMON 6" EDGE / 12" FIELD p H ALTERNATE CONFIGURATION - ABOVE STUD To GYPSUM WALLBOARD Sd COOLERS 7" EDGE / 10" FIELD ° FLOOR CONNECTION w/ # LPT4 SIMPSON (OR END.__."" ...." STRAP w/( Z � �'••, ° 8d NAILS• EA.E NAIL I NO/STRAf=F I NO @ WINDOW/DOOR HEADER STANDARD/ALTERNATE EQUAL) a PLATFORM TO SILL PLATES ""'"'w. , OF EA.STRAP TO w W EA.JOIST-(FOR FLOOR SHEATH I NO (SUBFLOOR) o � ALTERNATE USE SIMPSON H2.5A) U Q NOTATION: STRUCTURAL PANELS: A - NUMBER OF 8d NAILS ® EA. END OF STRAPPING (2015 WFGM,TABLE 5.1,P. Ibq) CONNECTION E -- I" or LESS: Sd COMMON b" EDGE / 12" FIELD B - NUMBER OF SILL STUD5-ON FLAT (DOES NOT APPLY TO DOORS) (20145 WFGM,TABLE 5.=B,P. CIl) """ - Ix C - NUMBER OF FULL HEIGHT KING STUDS® EA. SIDE OF HEADER(2015 WFGM,TABLE 5.23G,P. 21 _...- „„„"" „-„ • GREATER THAN I": 10d COMMON 6" ED6E / 12" FIELD ALTERNATE AS PER TABLE 5,25M,P. 2,15) ...--"" - . N D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER ® EA. SIDE - • � • I - NAILING REQUIREMENTS ARE BASED ON WALL 5HEATHIN6 NAILED 6" O.G. AT THE PANEL EDGE. w "' CIO A D (2018 WFGM, TABLE 3.7,P. 189) AT STUD TO FLOOR A55EMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL 5HEATHIN6 NAILING 15 REDUCED. Q rn E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2018 WFGM,TABLE 3.22F,P. 288) ° PLATE(5) CONNECTION FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3" O.G. AT THE PANEL EDGE To OBTAIN 1H16HER G F - NUMBER OF I6d NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(5) ® EA. IDE ° ° ° ° SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR (DOES NOT APPLY TO DOORS) (2016 WFGM,TABLE 5.6, P. Iqi) °° d ° °d ° a SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF FOR STRAP - 5 8 d* COMMON NAILS a EA. NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-I6D NAIL PER FOOT, a - FOR ROOF 5HEATHIN6 WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INGLUDIN6 4' ON EACH FASTENING 5GHEDULE B "`^�•..""� END OF STRAP (WRAP STRAP UNDER SILL PL)d° SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE O'HARA F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPF-NINC75 �•�, ° d ° (IN ACCORDANCE WITH WOOD FRAME CON5TRUCTION MANUAL 2018 EDITION) 9° FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - USED. ADDITION2 -• I6 d COMMON NAILS A NOTATION SIONAOE FOR TRUSS TYPE, PRE-ENOINEERED ROUGH A B G D E F WOOD, AND/OR TIMBER GONSTRUGTION OPNG THE FOLLOWING SIGNAGE SHALL BE AFFIXED TO THE ELEGTRIG METER BOX ATTACHED 165 ROGERS ROAD r' 2'-0" 2 1 1 I 1 I 1 TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE SOUTHOLD, NY 11971 E5IDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELEGTRIG BOX OR 4'-0" 4 1 2 2 2 2 Si�L I G I NO O TOi� fi�L_AT GABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE * - PROVIDE (2) 2"xl0" HDR (MIN.) U.O.N. b'-O" � I 3 3 3 3 BRAGINO/STRAFFINO AUTHORITY HAVING JURISDICTION: DRAWING TITLE: (B) - REOUIRE5 5ILL PLA-ES OF 2"x6" (MIN.) TOP PLATE BLOGKIN0 2 FOR RAKES 12" OR HOLDOWN, ANCHOR BOLT, LESS PROVIDE CONSTRUCTION TYPE DESIGNATION SHALL 7 2 3 4 4 4 LEry6� T FOR WIND - EXPOSURES Bso - TOOR WI DS EXPOSURES 5$0 - BAv4'Bovo.r- TO AGHEIVE RAKE O.H. BE "I", "II", "III", "IV", OR "V" TO INDICATE STRAPPING, & NAILING DETAILS ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE r THE STRUCTURE UNDER SECTION 602 OF BUILDING MINIMUM 5PLIGE BUILDING MINIMUM SPLICE"''` THE N1r5 BC. DIMENSION (FT.) LENGTH (FT) DIMENSION (FT) LENGTH (FT) TYP. STRAP w/ (5) PAGE: ad NAILS EA. END DESIGNATION FOR STRUCTURAL 12-O 2-O /2-6 12-O 3-OilOF EA. STRAP 6 DIAMETER 01 COMPONENTS THAT ARE OF TRUSS TYPE, TTIG PRE-ENGINEERED WOOD, OR TIMBER G-003m I6'-O" 3'-0"/3'-q" I6'-O" 4'—O" A OO ANG+�OR BOLT SPEC CATIONS CONSTRUCTION AS FOLLOWS: 20'-oil 4'-0"/5'-0" 20'-0" 5'-0" - "F" = FLOOR FRAMING, INGLUDIN6 SPECIFICATION (2018 WFGM TABLES 3.2A 4 3.2$, P. 157-I60) 2 SAYS GIRDERS 4 BEAMS 24'-0" 4'-0"/5'-0" 24'-0" b'-0" eA�KK�4'-c° o.c. - "R" = ROOF FRAMING CORNER sq' - "FR" = FLOOR ROOF FRAM I N6 DATE: 09/05/23 3 0 F 15 CONDITION FOR ALL STRUCTURES: 5 28'-0" 5'-O"/6'-3" 28'-O" ANCHOR BOLTS 0 3q" O.G. 32'-0" b1-011/7'-6" 32'-O" 8'-O" iv SECOND FLOOR Q NOTES: I. TABULATED 5PLIGE LENGTHS A55UME TOP PLATE-TO-TOP PLATE GONNECTION U5IN5 2-I6d NAILS FER FOOT. FOR SHORTER S'LJGE END „ L_N57r E THE NAIL SPAGINS SHALL BE REDUGED IN ORDER TO 40-0 8-O /10-011 40-0 I I-011 BACK 4=OILS 5LO1_<1N0 .2 BAYS 'I � P. ", �4 ", • n 2?TABULATED SPLICEELEN5TH5`A OSUM AA BUILD:K6 LOCATED 5O-0 IO-O /12-6 SO-O I3-O TYP. STRAP w `N r I. MIN. 7 EMBEDMENT INTO CONCRETE AN w/ 3 SQUARE WASHERS AND END NUT SETUP; _ TOP TWO COURSES 50LIp (BLOCK) FOUND. 4 FILL5d NAILS EA. END , STROKE .,..,• '••':3`h=".N a >a. CONDITION 2 TABULATE B / 5) s A° T 3. TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60'-O° I2'-O"/IS'-O" 60'-O" 1b'-O" O� EA. STRAP " ,.. n 10 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEIGHTS FOR OTHER ^ALL HEIGH75,H,THE TABULATED UNIT ' LATERAL LOADS SHALL BE MULTIPLIED BY w5; FIRST FLOOR - PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR 5HEARWALL5 FOR ALTERNATIVE WALL HEIGHT5 MULTIPLY THE ABOVE 70'-0" 14'-O" 70'-0.1 14'-O" NOTED MIN. 5'LIGE LENGTH BY THE FOLLOWING FACTOR ' :,•_; 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" 4 I2" (ADDIL 1 NA 2LjY, ROUND UP TO HE NEAR=5T FOo-): to "y' '. > •'s� 'a FROM ENDS AND CORNERS (TWO a CORNERS) a 501.011I6-O 80-O 221-O •*�°�� t i a T� REFLECTIVE REFLECTIVE •'�```'' (SEE DIAGRAM TO LEFT) SEOGKINo 2 BAYS 'Z 10'WALL - 1.25 s•" ° II' WALL - 1.3?5 � RED PANTONE WHITE � �:� sY„•. �.. J 2' WALL - 1.5 THI5 COLUMN w/M'JLTIPLI_R #BACK ® 4'-O" O.G. � 4. COORDINATE w/ HOLDOWN LOCATIONS FOR lo'-O° ^ALL 15-7 4. TOF PLATES SHALL BE A MINIMUM OF 57UD GRADE MATERIAL MISCELLANEOUS FRAMING ORAPHICS OONTI NUOUS BUILT-UF OI RDERS/ 5 OR MORE SJF O I R BLOCK I NC FOR SLAT ORM J�IOOD SRAM I NC RTS Q ` (THAT EXCEE? FRAMINS STAND 'D STANDARDS, IT IS REO FOR FRAMER TO HAVE A WORKING KNO'AILEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK - CONNECTION PATTERN SCHEDULE ANOALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/6 ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER [Ic. WOOD I-JOISTS] SEE MANU. SPEC.'s FOR ADDITIONAL INFO.) p CONNECTION e 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED PATTERN DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER J BLOGKINO UNDER LOAD BEARING WALL THREE OR M ORE SUPPORTS, JOINTS ARE TO BE 1. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES v MAx. 32" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. P7 NON-LOAD BEAM NO WALL OFFSET FROM SUPPORT A (2)ROHS IOd NAILS• 12"O.G. THE SPAN LENGTH FROM AN INTERMEDIATE w CV • 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST Q SUPPOR J M T. NO TWO ADJOINING OISTS, NOR ORE SERVES AS FIRE5LOPPING. ++ LO SUBFLOOR STUDS S B (5)Rows lod NAILS• 12'O.C. P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE c (:1) 0 (2)ROWS 1/2" 0 BOLTS a 12"O.G.STA66ERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE SUBFLOOR �' TWO-PIECE w e� DBL.• ENDS SOLE PLATE BUILT UP OIR�ERLATE SERVE AS FIRESTOPPING. P MAXMAx 32" NAILING: 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE 0 w C + D (2)ROWS I/2" �BOLTS m Ib"O.G. �� TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE >'- SOLE PLATE E (2)ROHS 1/2" m BOLTS o 24"O.C. 51DE WITH IOd NAILS, TWO NEAR EAGH END OF JOIST SERVES AS FIRESTOPPIN6, L N EACH PIECE, OTHERS 5TAGGERED WITH A D15TANGE �j 5. FIRESTOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING O Z BETWEEN I/6 .� V_ T_ F (2)ROWS 5-5/8"TRUSSLOGK SCREWS• 12"O.G. B 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. � O w N SCREWED ON(1)SIDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH � � X U I 6 (2)ROHS 5-5/b'TRU55LOCK SCREWS a W'O.G. A SIDE w/ Od NAIL5, TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE C 0 SCREWED ON(1)SIDE OF MEMBER AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN m d � 1 J015T, OTHERS STAGGERED w/ A DISTANCE OF 32" 0 � .�..+ � v UD H (2)ROWS 5-5/b'TRU55LOCK SCREWS a 24"o.G. �, BETWEEN NAILS IN A HORIZONTAL LINE. J015T5 SERVE AS FIRE5TOPPING. 0 O -I-� Tn N JOIST SCREWED ON(U SIDE OF MEMBER 4-j N -I-+ THREE_I=_GE -T. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND C c MAXIMUM OFFSET (2)ROWS 5"TRUSSLOCK SCREWS® 12"O.G. BUILT UP GIriDEe MAX 52" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d Q O JOIST DEPTH, d SCREWED ON BOTH SIDE OF MEMBER P, 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS MATCHED 51ZE OF BLOCKING N NAIL5 ON EA. 51DE W/ TWO NEAR EA, END OF EA. 4 SERVE AS FIRESTOPPING. ^ ` a-- FIRESTOPPING AND K l2)Rows 5°TRussLOGK scREws• Ib"O.G. PIECE, INCLUDING INTERMIDIATE JOINTS, AND W/ THE W UNDER NON-LOAD BEARING SCREWED oN BOTH SIDE OF MEMBER PARTITIONS ® 52" O.G. BLOCKING STUD OTHERS 5TAGGERED W/ A D15TANGE OF NOT MORE 3 6. THE HEADER SERVES AS FIRE-STOPPING. (2)ROHS 5"TRUSSLOGK SCREWS• 24'O.G. BETWEEN 1/6 DOUBLE PLATE L SCREWED ON BOTH SIDE OF MEMBER a 1/4 OF A THAN 52'' BETWEEN NAILS IN A HORIZONTAL LINE. a. TWO-INCH HOOD BLOCKING OR THE EQUIVALENT SHALL FOUR-PIECE CIDERS ARE TO BE A55EMLED AS O BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO GE I L I NO BRAG I NO NOTE STRINGER TO SERVE AS FIRE5TOPPING. CANTILEVEREID FLOOR I.BEAMS B HEADERS NOT NOTED WITH GONNEGTION PATTERN ON SHOWN, AND NAILED W/ 20d NAILS AS SPECIFIED GABLE ENDWALL PLAN SHALL USE GONNEGTION PATTERN 'A'WHEN b" OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR +J a CONNECTION PATTERN B' WHEN 10" OR LARGER p• FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH ° — STUD 2 WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER - FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE- 0-HER BUILT uP GIRDER GIRDERS ARE TO B= SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH U SOLE PLATE 2"x4"CONTINUOUS GABLE END FIRESTOPPING SHALL NOT BE REQUIRED HHEN THE BOTTOM OF SUBFLOOR TRUSS MASONRY P ERS, NAILED TO WOOD P05T5 OR THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE CEILING n 1 m LATERAL BRACE® b'o.C. BOLTED TO STEEL COLUMNS. W L_l—J AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE BAND J015T 2) IOd NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G.J. I ll AHAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL "-�J NA I L. I NC i=ATT RNS FOR S I D LOADED B A1�5 (i FLUSH B AMS> PLATFORM FRAME CONSTRUCTION SHRINKAGE IBLE L OF THE INTERIOR FINISH. PLASTER CEILING V NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, HILL SERVE � — 10)8d -LOCATIONS REQUIRUN6 FIRESTOPPING- AS FIRESTOPPING. NAILS FIRE- FIRE- WOOD FIRESTOPPING FIRESTOPPING STOPPING 5TOPPINS FIRE- FIRE- SOLE FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING �`./J MULTIPLE-PIECE MEMBERS rm JOIST N 5d COOLER NAILS a Io" O.O. NAILED' BOLTED° II Ili i 2"x4"BLOCK NAILED TO EA.BRACE WS 16d S ROWS 16d 2 ROWS VERTICAL BLOCKING 2 Ro 15. 2 RowsY,' 2 ROW515" FIRESTOPPING WHEN BOLTS 24 COMMON.. COMMON BOLTS w/ 4J IOd NAILS Go BOLTS BOL ( .12'O.G." a 12'O.G.• o.c•sTA&ft-Rm° 0 12"O.G. o b"O.G. COVERING IS APPLIED °TO UNDERSIDE /< 20 a.STRAP OF STUD GYPSUM BOARD 9 THO ROWS 12"O.G. THREE ROWS 12"O.G. LOCATION I LOCATION 2 LOCATION 3 JOISTS cn DOUBLE PLATE * 5d COOLER NAILS a 1O°O.G. (10) 8d NAIL BEAM 5ELEGTION W/ STD. NAILING ° ° ° ° ° ° LOCATION 4 NOTE: ENDHALL s AS NOTED IN NOTES -I 8 5 ° ° 5 NONGOMBUSr1BLE ,ALTERNATE n JOIST SHALL BE LOCATED DIRECTLY " DENOTES ALT. FOR USE OF DRYWALL SGREW5 ° ° ° ° ° ° ° ° FIRESTOPPING I LOCATION OVER STUDS,UNLESS TOP PLATE 15 a" ® EDGE / 12" � FIELD FULLY BLOCKED I.TOP AND BOTTOM ROWS SHOULD BE 2"FROM EDGES SOLEWOOD FIRESTOPPING OF GIRDER DESIGNED TO CARRY THE LOAD IY4° TYPE W oR 5 FIRESTOPPING LOCATION 6 2.BOLT BOLES ARE TO BE THE SAME DIAMETER A5 THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"D.G.STAGGERED TWO ROWS b"O.C. LOCATION 5 FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL INTERIOR STUD DETAIL THICKHE55 OF THE MEMBER.USE WASFE"UNDER HEAD AND NUT. O O O 0 0 O O O O O OVERLAID ROOF 5.STAGGER EACH ROW OF FASTENERS BY 12'. O O 0 O O O O © 2'5PAGE NOT \\ ATTACHMENT �IALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EAC i SIDE. II III,iI TO BE FILLED \ 0 NONCOMBUSTIBLE FlRESTOPPING ZZ S.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPING APPROX I INCH THICK BOTH SIDE OF THE MEMBER. X A 6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6'O.G.OR TRIPLED \ FOR 4'O.G.NAIL SPACING. LOCATION '7 STD.NAILING FOR TOP LOADED MULTIPLI IEGE BEAMS: ` STRAPPING w/ 9.2 RoNs OF I6d COMMON NAILS(12"0.0)FOR DEPTHS 12"OR LESS FIRESTOPPINS 4 ad NAILS LOCATION 8 LOCATION q xs ® EA END a R.R. D.5 ROWS OF I6d COMMON NAILS(12"O.W FOR DEPTHS OF 14",16"d 16'. LOCATION 10 FULL WIDTH 2" BLOCKING z _o I- - W GONSTRUGTI ON DATA I L.S Jul ND LOAD FATH GONNF_GT 1 ON DETAILS TOP PLATE DRILL 2"© INTO ROOF INTERSECTION DETAIL DECK OR NEw DECK FOR STRAPPING INSTL. NOT TO SCALE NEW R.R. SET w/ R.R. BELOW UPPER TOP PLATE LAPS 4 IOd ONTINUOUS LONER TOE NAILS NOTED GONT. BLOCKING TOP PLATE SPIKED TO R.R.'s Ln IS) ALIGN N'EW $ EX. 0 R.R. AS SHOWN K I NO STUDS > � F_ PLAN VIEW LLJ ROOF, R.R. I SIMILAR LINE SHED WOOD JO I S -� WOOD JO I CRIPPLE STUD � o BLOCK I NC _ JOIST HANGER HEADER W C ENERAL REOU!REMENTS FOR GENERAL REOU I REMENTS FOR z INSTALLATION OF GL I NCHED NAILS NSTALLAT ON OF TOE-NAILS GIRDER/HEADER —� W WOOD GIRDER JACK STUDS 0 a MA!N MEMBER f —�J WOOD JOIST fl H Lu N FW o qo• a \ JOIST FRAM I NO OVER WOOD OI RDER JOIST FRAMING FLUSH W 1 TH 01 RDER/HEADER TYP I GAL HEADER CONNECTION � CD I. TOE-NAILS SHALL BE DRIVEN © AN ANGLE OF PROJECT: MEMBERS �DIAM.x 5 APIROX. 50' wI/ THE MAIN MEMBER & STARTED A�FROX. NAILS SHALL BE DRIVEN PERPENDICULAR TO /3 THE LENGTH OF THE NAIL FROM THE MEMBER END, 1. AS SHOWN ABOVE THE MEMBER, 57RA10H7 THROUGH AND BENT OVER O'HARA A MIN. OF (5) NAIL DIAM.'s AT A 40° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN ADDITION MEMBER, R FOP, THIS APPLICATION, SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTER 5. TO AVOID SPLITTING, NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR GEILIN5 JOIST WALL STUD WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLAT BOTTOM PLATE 165 ROGERS ROAD IN EA, SIDE WHEN D 2 HEN FA5TENE TO A "xb" TOP PLATE. BATHTUB SUB FLOOR DOUBLE JOIST DOUBLE JOTS —0 TOP PLATE SOUTHOLD, NY 11971 GHIM. CHASE SECURING ® STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS NOTE_ (51M. ® GHA5E WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/ STUDS TO ATTIC FLOOR 4 BLK'G TO R/L SIDES Al STRAPPING TO R/L S'DES) • PAGE: TOP PLATE ® o ED Jul I ND RES STANT CONSTRUCT 1 ON GONNEGTORS GHIM. CHASE WALL D z ° U Lu �' o CONNECTION LOCATION: PART NUMBER: NOTES: G-004mOO � z = RI DOE-TO-RAFTERS C520 © 21" APPLY TO EACH PAIR OF RAFTERS LL Q o RAFTER-TO-WALL H-1 APPLY TO EACH RAFTER a w DATE: 09/05/23 4 OF 15 Z ROOF o 11 o Q RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER R=O'D FLOG ING A J Q N PLATE-TO-WALL STUD G520 I8" APPLY TO EACH WALL STUD TO ALIGN h/ STRAPPING Q Q W Q q a EA. LEVEL ABOVE w z II THEE FIRST FL. © - 2ND. FLOOR WALL-TO-1ST. FLOOR WALL LFTA or C520 © 56 APPLY TO EACH WALL STUD HEADER-TO-JACK STUD C520 ® 12" FLooR/GLG. • APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD E R SHEAR WALL HOLDVOWN ANCHOR 55TB16 APPLY TO EACH 51DEWALL END ` =u;._ . . , �,', ' WRAP UNDER DOUBLE SILL PLATE � ...•, � 157. FLOOR-UNDER-SILL PLATE 0520 (USE WITH 5" SQUARE WASHERS) SIDE VIE�\l FLAN \/IE: � , USE THE FOLLOWING OR APPROVED SIMP50N METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 0ENERAa �Y1� OL� i�E�l' : ---- NEW PARTIAL HEIGHT j--- EXISTING TO BE DEMOLIS�-ED ,, , WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) I--- I6 --� W EXISTING TO REMAIN v NEW WOOD FRAME (L.G. NEW FOUNDATION WALL N I- �j N 5TL. WHEN APPLICABLE) Q •C � NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL -- --------------------------------------- �___� _ POST FOR 4" WALLS -------- - -- ------- ------------------- El WOOD FRAME (L.G. 5TI, // // // // // ---EX15T-- ----- w r WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL _ -v Q w \� POST FOR 6" WALLS), U.O.N. I •- NE W 2-HR FIRE RATEC N (l� i / / / / / 4-O OIL TANK �- LC� d- WOOD FRAME (L.G. 5L. i i i i i ) CEILING ABOVE (FLOOR OF FIR5T FLOOR) 0 C Z L _ _____L__L__1J I TO BE REMOVED FOR CONSTRUCTION OF N WHEN APPLICABLE) v x N NEW BASEMENT STAIRS. C O CO O C:) M X -c O In EXIST. _ ��PPE�_ Hw C N .. BASEMENT _ .�4"xb pR0 L Q :2 O Q 4"xb" DROPPED X — —� -UNHIEATED- �— DEMOL EXIST. NOTE: I EXIST. 2"x8" F.J. Q �� ELECTRIC B I i�RO�I DE e4ORI NC AND SUFFORT TO ALL AEEEOTED ry ii i o PANEL STRUOR,-TU MEM5ERS PRIOR TO THE OOMMENOEMENT ` II I N I� L ---- - - - � T •OF AWr DEMOLITION OR OONSTRUOTION. x I m UAIR EXIST. Vx8" F.J. HANDLE ALL N I NDONS 5ES 1 DES BASEMENT SLIDERS TO E3E REMOVED AND REPLACED. r - -+-� I (2) 21,x8_DROPPED— I I I � U X0 X tul I Q o r—n L V / 0- U FROFOSED 5ASEMEN7 DEMOLITION FLAN 0 SCALE: I/4" = I'-O" 7; ��-------------- -- II II EX157. BANQUET I L-------- --------------------1 --------- II I ;t I )(I R a EXIST. I cV j � (I I Tr ® a. UP I - - - - - - - - - -� r EXIST. EXIST. 'EXIST. REMOVE EXISTING I I I 41i L. �/ SKYLIGHT EXIST. a LL_-�� EXIST. DINING KITCHEN EXIST. LIVING ROOM ROOM - EXIST. I I BEDROOMLo Lo II II O O N 00 II � v II H J EXIST. II ----- ------ B1=DROOM II �� --- _ " W z 2 ------ ------ w o o ® Ili I V Q O IIII EXIST. lIIII COVERED " I PORCH BATHROOM REMOVE EXISTING N PORCH COLUMNS Co -- PROJECT: FROFOSED FIRST FLOOR DEMOLITION FLAN O'HARA ADDITION SCALE: 1/4" = P-O" 165 ROGERS ROAD • SOUTHOLD NY 11971 EXIST. 2) f � t 8" I I EXIST. DOWN (II) T -j _ DRAWING TITLE: II ------------- - - XIST, L- IIII BATROOM EXIST. - -� ,;�/ REMOVE EXI5TINO PROPOSED DEMOLITION PLANS ® HALLWAY / 5KYLI6HT CfE - _ I \ EXIST. I I STORAGE EXIST. b PAGE: — II 101moo EX15T.I I GL. I I EXIST. BEDROOM II DATE: 09/05/23 5 OF 15 --------------------------------- EXIST. ------ BEDROOM I II I I III II'I � I IIII 1EX15TIN6 PORCH ROOF IIII G I.r :. TO BE REMOVED d `Z`y REBUILT I f k + ---- --------------------------------- ----- ----- PROPOSED SEOOND FLOOR DEMOLITION PLAN . -� SCALE: 1/4" = 1'-0"