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�*of S°�Tyo Town of Southold � P.O. Box 1179 G 53095 Main Rd `y"ouar+�, { Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46209 Date: 06/02/2025 THIS CERTIFIES that the building ACCESSORY-NEW STRUCTURE Location of Property: 5135 Indian Neck Ln Pecohic, NY 11958 Sec/Block/Lot: 98.4-1.2 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 04/21/2023 Pursuant to which Building Permit No. 49299 and dated: 05/23/2023 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: Accessory garage with an unfinished attic for storage as applied for. The certificate is issued to: Javier Fernandez, Lisa Marie McKeon Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 49299 7/10/2024 PLUMBERS CERTIFICATION: Auto ed ignature S�Ffat/( TOWN OF SOUTHOLD �oo�° copy BUILDING DEPARTMENT y _ TOWN CLERK'S OFFICE oy.• SOUTHOLD, NY yao 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#: 49299 Date: 5/23/2023 Permission is hereby granted to: Fernandez, Javier ; 5135 Indian Neck Ln Peconic; NY 11958 To: Construct an accessory detached garage to an existing single family dwelling as applied for. 1 At premises located at: 5135 Indian Neck Ln, Peconic SCTM #473889 Sec/Block/Lot# 98.-1-1.2 Pursuant to application dated 4/21/2023 and approved by the Building Inspector. l To expire on 11/21/2024. Fees: ACCESSORY $388.00- CO-ACCESSORY BUILDING $50.00 Total: $43 8.00 Building Inspector o��pF SOU�yol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q �. • �o sean.devlin a�town.southold.ny.us Southold,NY 11971-0959 �y�0UM�1,N� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Javier Fernandez ' Address: 5135 Indian Neck Ln city:Peconic st: NY zip: 11958 Building Permit#: 49299 Section: 98 Block: 1 Lot: 1.2, WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE'NATIONAL ELECTRIC CODE Contractor: Electrician: Soundview Electrical Contr. License No: 57478ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 11 Ceiling Fixtures 13 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt 30A Recessed Fixtures 1 CO Detectors Sub Panel 100A A/C Blower EV Charger 60A Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 6 4'LED Exit Fixtures Sump Pump Ocher Equipment: 100A 12 Circuit Panel / 10 Used Notes: Acc. Garage w/ Storage Level Above Inspector Signature: Date: July 10, 2024 S.Devlin-Cert Electrical Compliance Form OF SOUTyo� -- * # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 Abel couHty��' I U INSPECTION [ FOUNDATION 1ST [ ] 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: DATE `�-/f��3 INSPECTOR OF SOUIyo� r # # TOWN OF SOUTHOLD BUILDING DEPT. G� courm,��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] 7FUNDATION2ND [ ] 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: DATE -0'1!0-02 INSPECTOR SOUTho� # } TOWN OF SOUTHOLD BUILDING DEPT. �ycoutm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH 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: �2OVLG� �� DATE INSPECTOR hO�aOF SO(/TyO� t ///q , I s TOWN OF SOUTHOLD BUILDING DEPT. cu 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; 4 �� - DATE Z INSPECTOR �o���FSOUTyO� Ll ! Ie/ # F � V "' TOW OF SOUTHOLD BUILDING D�PT. Cou 631-765-1802 INSPECTI.O-N [ ] 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) 1,A ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: AB aPi DATE 0 INSPECTOR OF SOUlyO� — TOWN OF SOUTHOLD BUILDI G DEP . oKr+��'' 631-765-1802 INSPECTION [ -] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. r ] 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: All ov4le� ( r0 n, Cc ► I "A PA I el DATE INSPECTOR OF SOUIyO� TOWN OF SOUTHOLD.BUILDING DEPT. Cou 631-765-1802 INSPECTION [ ] FOUNDATION .1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] NSULATIOWCAULKING [ ] 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: ag&(,cl , DATE INSPECTOR u Iwo SOGIyO� l � � � � # TOWN OF OUTHOLD BUILDING DEPT. cooNr+��`' 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: 14-c,� DATE INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) H � � •I •y po� t 04 ari ok, o—JIVIVAdUill. DO FOUNDATION (2ND) /-a FaR I,-W 5,2 r` Ole- L"2/L 4er7 t7vt- a - ROUGH FRAMING& S` PLUMBING , .5'a �aviotcs �� co �r INSULATION PER N. Y. STATE ENERGY CODE yet i7� r u+ry FINAL kw ADDITIONAL COMMENTS C 7 lo ' N Z X _ b H x H osu�at,rc 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 bqs://www.southoldtomm.gov Date Received APPLICATION FOR BUILDING PERMIT For office.Use Only WD PERMIT NO. I V 9 Building Inspector: Y, Applications antl forms must be�illetl out_m their efitirety Incomplete r- ap'phcations will not be accepted �Where,the Applicant�s not the owner an TOW t7F800THOL® Owner's�iwthor�zat�on form(Page 2�sha11 be completed ;�. �� x Date: r _ Name:Javier Fernandez& Lisa McKeon SCTM#1000-098-001-1.2 ProjectAddress:5135 Indian Neck Lane, Peconic NY 11958 Phone#:917-679-4555 Email:Lisa.McKeon@.-- . - . _ _ -- g-mall,com Mailing Address:5135 Indian Neck Lane, Peconic NY 11958 2 Name:Michael Macrina Architect P.0 Mailing Address: 21 Main Street,_Stony Brook NY 11790 Phone#:631-686-6585 . Email:mmacrina@mmarchitectaia.com DESIGN PRO"FESSIONAL INFORMATION z� }� ram , WMMR Nam t Name:Michael Macrina Architect RC Mailing Address:21 Main Street, Stony Brook NY 11790 Phone#:631-686-6585 _ Email:mmacrina@mmarchitectaia.com Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSEDSCONSTRUCTION 't � �`' '? �'` `" '' � , � } ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: Other Garage �- Will the lot be re-graded? ❑Yes ❑No Will excess fill be removed from premises? ❑Yes ❑No '� 1 PROPERTY INFORMATION Existing use of property: Residential Intended use of property: Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-80 this property? ❑Yes B No IF YES, PROVIDE A COPY. ❑'.Check Box After"Reading: The owner/contractor/design professional is responsible for all draihage and storm water Issues asprovided by- Chapter 236 of the Town Code..APPLICATION IS HEREBY MADE to the:Building Departmeni for the"'issuance.of a:Bu'ilding Permit pursuant to tfie Building Zone Ordinance of the Town-of Southold,Suffolk,County,New York and other applicable Laws,Oedinances.or Regulations,for the construction.of.buildings,; additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances„building code, housing code and•regulations and to admit authorized inspectors on premises and'in buildings)for necessary.inspections.False statements,made herein are punishable as a Class A misdemeanor pursuantto Section 210.45,of the New York State Penal Law. i Application Submitted By(pr' ame):M j CnQf j ,�.(,(Ci�l i10.r UJ'Authorized Agent ❑Owner Signature of Applicant: 'fGh% c-'k- �'�" Date: y IiGlza) STATE OF NEW YORK) SS: COUNTY OF S(,l ofiy, ) MICIMA M CM ICk- &W(J&-t P•C being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the f)rallfec+ (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of L-�13 eya rc�/ .20 2 Notary Public CAROLINE M MACARTHUR PROPERTY OWNER AUTHORIZATION Notary Public-State of New York N0.01MA6384635 (Where the applicant is not the owner) Qualified in Suffolk County My Commission Expires Dec 17,2026 I, Lisa M cK-con residing at 5 f 3� I nd i c n b,}CCL L f= COOfC I jj� 11�J5 do hereby authorize d {rf n&- to apply on t�h1+ec*- P-c my behalf to the Town of Southold Building Department for approval as described herein. reZ &P c;2 ' Owner's Signature Date Print Owner's Name 2 �OS�FfO[�-CO BUILDING DEPARTMENT- Electrical Inspector ��O GyJ► TOWN OF SOUTHOLD CAr Town Hall Annex - 54375 Main Road - PO Box 1179 ^� Southold, New York 11971-0959 �yjjo� �ap�Y� Telephone (631) 765-1802 - FAX (631) 765-9502 iamesh(aD-southoldtownny.gov - seande-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: 01/31/2024 Company Name: Soundview Electrical Contracting, Inc. Electrician's Name: Jon Hunting License No.: 57478-NE Elec. email: soundviewelectric@hotmail.com Elec. Phone No: 631-828-4675 0 I request an email copy of Certificate of Compliance Elec. Address.: 71 Parkside Ave. Miller Place, NY 11764 JOB SITE INFORMATION (All Information Required) Name: Gerard Pollino - Project Manager Bailey Brothers Custom Building, Inc. Address: 5135 Indian Neck Lane, Peconic, NY 11958 Cross Street: Smith Rd. Phone No.: (203) 858-9326 Bldg.Permit#: 49299 email: whitebirchacresllc@gmail.com Tax Map District: 1000 Section: 98 Block: 01 Lot: 1.2 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Garage Rough Inspection Square Footage: 1720 Circle All That Apply: Is job ready for inspection?: YES ❑ NO ❑✓ Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES 0 NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # UndergcgurfdLaterls }, ' �` 2 H Frame Pole Work done on Service? Y N AddltiQria-1:16f6rmation: ? ) PAYMENT DUE WITH APPLICATION n U Qnc- ` � �� BUILDING DEPARTMENT- Electrical Inspector �C� Gyp TOWN OF SOUTHOLD e Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 4 �q'�, Telephone (631) 765-1802 - FAX (631) 765-9502 iamesh@,,southoldtownny.gov - soand@southoldtownn .qov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: 01/31/2024 Company.Name: Soundview Electrical Contracting, Inc. Electrician's Name: Jon Hunting License No.: 57478-NE Elec. email: �soundviewelectric@hotmall.com Elec. Phone No: 631-828-4675 01 request an email copy of Certificate of Compliance Elec. Address.: 71 Parkside Ave. Miller Place, NY 11764 JOB SITE INFORMATION (All Information Required) Name: Gerard Pollino - Project Manager Bailey Brothers Custom Building, Inc. Address: 5135 Indian Neck Lane, Peconic, NY 11958 Cross Street: Smith Rd. Phone No_ s(203).,858-9326 BIdg.Permit # 4,9299 email: whitebirchacresllc@gmail.com Tax Map District 1000 Section: 98 Block: 01 Lot: 1.2 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Garage Rough Inspection Square Footage: 1720 Circle All That Apply: Is job ready for inspection?: YES ❑ NO ✓❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES 0 NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underg round❑Overhead # Unde5rqur�ci-Laterals 1F12 H Frame Pole Work done on Service? Y nN Add itiorlaL Chf6rmabon: 1 E� PAYMENT DUE WITH APPLICATION PERMIT 9 Address: Switches Outlets ` GFI's Surface01/* Sconces H H's C41� 17 f f UC Us Fans Fridge HW Exhaust Oven W/D Smokes DW Mini arbon Micro Generator -ombo Cooktop Transfer aC AH Hood Service Amps Have Usec pedal: omments (� A. Russell Sett \,G]EMI ENT SUPERVISOR l�/l[A1� SOUTHOLD TOWN HALL-P.0.BOX 1179 ®yvn of ®uLYL®ld 53095 Main Road-SOUTHOLD,NEW YORK 11971 �.• ,.= CHAPTER 236 ST®RMWATER MANAGEMENT REFERRAL FORM ( APPLICANT 1NFORIVIATION TO BE C01/IPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) _ _ _ _ _ -- — — -- — - - Other APPLICANT: Property Owner, Professional, Ab it, Contractor, NAME: Contact Information: . Property Address / Location of Construction Site; f p S.C.T.M. 1000 ....... Lot — TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT— _ - Area of• Disturbance is less titan t Acre. No S.P.D.E.S. Permit is Required! Project does Not Discharge to Waters of the State. No S P.D.E.S. Permit is Require6i!. azer i-' Discharges Dii\ctiy. � - ,�,-ea of Disturbance is Greater Than l Acre � Storm-1f MUST OBTAIN, a S.P.D�E.S. Permit to Waters cf the State of Nev' Y�;x THE APPLICANT Pi DIRECTLY From N,Y.S. D.E.0 Prior to Issuance of a Building Permit. 7 iii U �h S:P1illfiQ ihan l cre Ctcwn,; FiUnCiff yy - Aiea Disiurbance is Greate PPLICA 'r �B 1��aters of the State of i`de�� 1`orl; THE A yT Mt�S�' TiafN: Towns iNIS1 Systen-a tc a S.P.D.E.S. Permit through the Southold Town En�!neer':nff Department Prior Is:.<t:a7ce cf a Buildine. Perrnit )( /f A / ._. - -- -- JZ e i • • 4 - LL 1 - rmertiy Or fo . now &carol Ann Edmund Joseph w or �ormetly � BauR1°nn n Mary K�II N rn 17808. 4 G) 04400,E N 78 , E�.�g.4 �, �, or formerly Any !t Ln 0. now h 8, Carob I o d ,Josef . ' �� �, EaR,un • ga�mann . _1 o m 42650 S. o Area " I _n0. - 1 0 0 �, • ,� � w=3p,� r {ormerly �_ "4,.,' a now C\eGhanOwicz .�. 39a - 504. N QV1d _-_-- R HSE•io (;6.9 TEST HOLE. 1 l U_1_ ti 1 cp TOP. ,: s `.orc`z' 1 #,z :fix,�.F�y�' :.tareµ *' ` f�e ,f•. ,,y,..a , - SOL«'+ w w:,.a ,+<,.nd."t'x�" - - _- .--- _ c•, q�i r`o�, - �ia'c" O LOAM W V EG 1T.5 p5`c � �1 _ 20 i --, '2.2 .i ! ��" "tSa+t%lgt.'kJ•;a f ,.,O O - rak1,F.. k� 1n•. COARSE E ?_0.5 . t SAND - L S 78o44 00.�' + � > SMALL (`1[ F - AMOUN GRAVEL 8.0 COARSE n _ SAND I-[\1 D I►^� GRAVEL ,V 10.7 GR. ' WATER - SURVEY FOR ! FRANK KULL JR. a FLORENCE KULL OCT: I I,1985 . JUKE 28,1985 I - AT PECONIC. DATE- APR. 17,1985 C• TUWN OF SOUTHOLD SCALE: I"= 60' �= SUFFOLK.. CO.UNTY,NEW YORK NO: 85-453 0 UNAUTHORIZED ALTERATION OR ADDITION TO THIS GUARANTEED TO SURVEY IS A•VIOLATION OF SECTION '7209 OF THE NEW YORK STATE EDUCATION LAW CHICAGO TIT *COPIES OF THIS SURVEY NOT SEARWG THE LAND. SOUTHOLD S`QV BAN �r SURVEYOR'S,INKED SEAL OR EMBOSSED SEAL SHALL , 4 NOT BE CONSIDERED TO BE A VALID TRUE COPY 31P G I !!GUARANTEES INDICATED HEREON SHALL RUN ONLY M O HEALTH DEPARTMENT-DATA FOR APPROVAL TO CONSTRUCT THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERN- 7 �I NEAREST WATER •AIN_MI.~ 1iSOURCE OF WATER: PRIMATE—PUBLIC,— MENTAL AGENCY AND'LENDING INSTITUTION LISTED II'SUFF CO. TAXMAP DIT-1000 SECTION 098 BLOCK 001 LOT 1.2 HEREON,AND,TO THE ASSIGNEES OF THE LENDING ! t, *THERE ARE NO DWELLINGS WITHIN 100 FEET OF THIS PROPERTY INSTITUTION. GUARANTEES ARE HOT TRANSFERABLE OTHER THAN THOSE SHOWN HEREON. TO ADDITIONAL INSTITUTIONS OR -SUBSEQUENT M THE WATER_SUPPLY AND SEWAGE DISMAL SYSTEM FOR THIS'RESIDENCE'' OWNERS � p a- WILLCONFORM TO THE STANDARDf Of THE SUFFOLK COUNTY DEPARTMENT NDi3TANCES `SHOWN HEREON FROM PROPERTY LINES TOEXISTING STRUCTURES ARE FOR.A SPECIFIC OF HEALTH SERVICES. if APPLICANT PURPOSE AND ,ARE 'NOT TO BE USED TO ESTABLISH `�. LAPS) PROPERTY LINES OR FOR THE ERECTION OF FENCES ADDRESS TEL. 400'OSTRANDER AVENUE- . 1:®U, V G � YOUNG"-, RI'VERMEAD; NEW YORK NOTE: •=MONUMENT ALDEN W.YOUNG,PROFESSIONAL ENGINEER' AND LAND SURVEYOR N.Y_S.LICENSE NO.12845 HOWARD W YOUNG, ,LAND SURVEYOR TE,LOCATIOIOFWELL(W),3 PrICTANK(ST)&CES3P0OLS(CP)sHOWNHEREON N.Y.S.UCENSE NO.45893 ARE-Mit(w fIELD.OS+SER,MTIONS ANOOR DATA OBTAINED FROM OTHER'S BRANDIS A SONS-INC. 1046 AT PECONIC---- - TOWN 09' SOUTHOLD SUFFOLK COUNTY, N.Y. 1000-98-01 1.2 r MAY - �0�5 SCALE.' 1'=30' 1�1 APRIL 08, 2025 (Final, As-Built Survey) Building Depai$tmei it I Iowa of Southold � I POOL HOUSE (NO BEDROOMS) I SEP77C SYSTEM AS INSTALLED [1J 1000 GAL. PRECAST CONCRETE SEPTIC TANK [1]8'Did. 4'DEEP PRECAST CONCRETE LEACHING POOL I ,w N�O�F OEFRESE 178.p8 d7x:, 3s p W WIR z\Tj & N78.44,p0'�E x�osQf Ee� ©�� w of e Ex 7.2 d 4 j k go ST NON• c SHED rn t7PoPi 0 Y. r LP. POo�HOUSE 1» » o d B' m 20. 10 5 1 Sjgl�lE w E sHWR O p o 20.3 24.2 Z DW � S'f0�`F 1Ji2 SZRYc rn SYONE\F GAR- N A y9.7 COPING \ Oa I pool 24•5, 5'' C `t ro0 Z SEPTIC LOCH TION A 40•5 SppTO I m ST 28' 13' I EXISnHG I DW 19 I L P. 40' 22' r I SEp•n c �-� I < I 0 r� our 1 DEOK O 4 d 35.7 16.1' E Sr��gypN-max xJ g� �1 x � r� a °' x� c� V Z \ rn u/cAs t HOUSE RAME p 18.1w ❑ a n O 7A4'K �� uNr 50.S rsjol4 . E� 43 X 40.0' 1 STOOP r - C7 G \r \ WI• WAG < A 0 WV�C Pd E� 150.p0 ROAD j H E�T 1125.58 '00"W Pa T S78'44 y�,('' �oE New ro N *, J.IA rt � INDIA ■=MONUMENT — — = UNDER GROUND GAS UNE 1 UNDER GROUND ELECTRIC SERNCE Y.S UC. NO. 49618 —wL•— = UNDER GROUND WATERLINE N.Y.S. LIC. NO. 051132-01 ANY AL7ERA770M OR ADD177ON TO THIS SURVEY IS A WaLA77ON PECONIC -5 2 D C RTIFICATE SOLUTIONS dF SECTION 72090E 714E NEW YORK STA7E EDUCA770N LAW. (631) 765 , (631) 989-9174 Roctd APPROVED AS NOTED DATE- a3,a B.P.0 COMPLY WITH ALL CODES OF ? - ll NEW YORK STATE & TOWN CODES T FE.E:_ 3 •CO BY NOTIFY BUILDING DEPARTMENT'AT AS REQUIRED AND CONDITIONS OF ; 765-1802 8 AM TO 4 PM FOR THE FOLLOWING.INSPECTIONS: SOUTHOLD TOWN ZBA 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE SOUTHOLD TOWN PL�WNING80AAD 2. ROUGH-FRAMING,PLUMBING, STRAPPING. ELECTRICAL&CAULKING SOUTHOLD TOWNTSUSTEES 3. INSULATION 4. FINAL-CONSTRUCTION &ELECTRICAL N.Y.S:DEC MUST BE COMPLETE FOR C.O. �....� ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. RV CARDING QUE1 1 ELECTRICAL INSPECTION REQUIRED All exterior lighting installed,replaced or repaired shall conform to Chapter 172 .DO-NOT-PROCEED WITM of the Town Code FRAMING EJNTIL SURVEY �F FOUND DEION �PPROVEDION l' RETAIN STORM WATER RUNOe PURSUANT TO CHAPTER 336 OF THE TOVeN CODE. e.. l ABBREVIATIONS AND LEGEND SHEET INDEX -VF PLACARD CODE DATA BUILDING DATA Sheet No. Description NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, •2020 RESIDENTIAL CODE OF NYS ACQ ALKALINE COPPER QUATERNARY IN INCH (ES) SAB SOUND ATTENUATION BLANKET PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER FLOOR AREA BREAKDOWN ACT ACOUSTICAL TILE INT INTERIOR SEC SECTION C-1 Code Data Building Data CONSTRUCTION IN RESIDENTIAL STRUCTURES *ENERGY CONSERVATION : 2020 RCNYS Floor Level Existing Proposed Total AL ALUMINUM INV INVERT S.F. SQUARE FEET (In accordance with Title 19 NYCRR PART 1265) •STRUCTURAL & LATERAL DESIGN : 2020 RCNYS ALT ALTERNATE JT JOINT SIM SIMILAR Scope of Work ABOVE FINISHED FLOOR KIT KITCHEN SPR SPRINKLER (HEAD) O Town F Southold *PLUMBING : 2020 RCNYS Cellar Level (finished) AFF Lot Description OWNER OF PROPERTY:Javier Fernandez and Lisa McKeon ASF ABOVE SUBFLOOR LAV LAVATORY SQ a)SQUARE SUBJECT PROPERTY(ADDRESS AND TAX MAP NUMBER): •ELECTRICAL : 2017 NEC, NFPA 70-2017 & 2020 RCNYS M A.S. ALUMINUM SADDLE LVL LAMINATED VENEER LUMBER SS STAINLESS STEEL Vicinity Map _KA i c,- h 1 A.P.B. ANTHONY POWER BEAM L.C. LINEN CLOSET STC SOUND TRANSMISSION CONTROL 5135 Indian Neck Lane, Peconic, NY cn First Floor Level *MECHANICAL : 2020 RCNYS B.C. BRICK COURSE(S) L.C.C. LEAD COATED COPPER STD STANDARD SCTM#1000-98-01 -1.2 rn BD BOARD MAX MAXIMUM STL STEEL G-1 •TOWN OF SOUTHOLD _J C n Building Code Minimum Standards PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY): Second Floor Level BOT BOTTOM MIN MINIMUM SD SMOKE DETECTOR g BLDG BUILDING MO MASONRY OPENING T.C. TOP OF CURB ❑ New Residential Structure Arch itect B.W. BOTTOM OF WALL MRB MARBLE TEL TELEPHONE ❑ Addition to ExistingResidential Structure Totals CBB CEMENT BACKER BOARD M.S. MARBLE SADDLE THK THICK(NESS) �+p Site Plan USE: Single Family Detached Accessory Structure Q CLOSET MTL METAL T.O.S. TOP OF SLAB S r-1 ❑ Rehabilitation to Existing Residential Structure L 21 Main Street Stony Brook NY 11790 CL Zoning Analysis CONSTRUCTION: Wood Frame Platform (un-sprinklered) 0 Y CLG CEILING MFR. MANUFACTURER TP. TOILET PAPER g Y TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT CLR CLEARANCE) NIA NOT APPLICABLE TPF TEXTURED PAINT FINISH PROPERTY REFERENCE ABOVE WILL UTILIZE ENERGY CODE COMPLIANCE METHOD Garage 720 sq.ft. phone. 631 686-6585 COL COLUMN NIC NOT IN CONTRACT T.S.P. TEXTURED SPRAY PAINT (check each applicable line): CONC CONCRETE NOM NOMINAL TX TOILET EXHAUST fax. 631 686-6786 A_1 Foundation Plan/Details ❑ Truss Type Construction(TT) CONT CONTINUOUS NR NOT REQUIRED TXF TOILET EXHAUST FAN v, email. MMacrina@MMArchitectAlA.com CMU CONCRETE MASONRY UNIT NTS NOT TO SCALE TV TELEVISION Garage Plan ❑ Pre-Engineered Wood Construction(Pw) m web. MMArchitectAlA.com CT CERAMIC TILE OC ON CENTER(S) TYP TYPICAL ❑ Timber Construction(TC) m These plans are an instrument of service and are CS CORRIDOR SUPPLY OCC. OCCUPANT(S) TEMP TEMPERED m the exclusive property of the architect. CEILING JOIST OH OVERHANG TECO JOIST HANGER n IN THE FOLLOWING LOCATION(S)(CHECK APPLICABLE LINE): 0 Infringements these the concepts and design ideas C J Attic Plan 2 presented on these drawings shall p prosecuted CANTILEVER PART. PARTITION T.W. TOP OF /�1-2 ❑ Floor Framing, Including Girders and a�l s(F) to the fullest extent of the law. Copyright 2020: CANT Michael Macrina Architect, pc. All rights reserved, CMD CARBON MONOXIDE DETECTOR P.C. POURED CONCRETE U.O.N. UNLESS OTHERWISE NOTED Roof Framing Plan ❑ Roof Framing(R) no part of the plans may be reproduced without DIA DIAMETER P.L. PROPERTY LINE VB VINYL BASE DIM DIMENSION P.T. PRESSURE TREATED VCJ VERTICAL CONTROL JOINT Electrical Plans ElFloor Framing and Roof Framin FIR the expressed written consent of the architect. -r L DR DOOR PT-EGS PAINT, EGGSHELL SHEEN VCT VINYL COMPOSITION FLOOR TILE SIGNATURE: DATE: lI/��,-� DTL DETAIL PT-FL PAINT, FLAT SHEEN VIF VERIFY IN FIELD AREA DIAGRAM / CLASSIFICATION Drawing Status DWG DRAWING PT-SG PAINT, SEMI-GLOSS SHEEN VWC VINYL WALL COVERING PRINT NAME: Michael Macrina Ar , pc A-3 Elevations CAPACITY(Check One): ❑ O� r f Q Owners Representative DN. DOWN PKT POCKET WC WATER CLOSET � a - Climatic & Geographic Design Criteria Table R301.2(1) D.F.U. DRAINAGE FIXTURE UNITS P.S. PEDESTAL SINK WD WOOD Exterior Specifications EA EACH OT QUARRY TILE WR WATER RESISTANT �� 6" DIAMETER Ground Snow Load: 20 psf Issued LU EL ELEVATION RAD RADIUS ZR ZONING RESOLUTION Building Section Speed: 130 mph ultimate wind speed � � . EQ EQUAL REQ'D REQUIRED - -�•- (128 mph actual as per ASCE 7-16) � I EX EXISTING REV REVISION(S), REVISED EXH EXHAUST RM ROOM Braced Wall Plan REFLECTIVE RED REFLECTIVE WHITE rn Topographic Effects: No EXT EXTERIOR R.J. ROUGH JAMB A-4 PANTONE#187 a) _ EF EXHAUST FAN R.C.N.Y.S. RESIDENTIAL CODE OF Exterior Details p Wind Exposure Category: B � tn a) �.e �.+t:.I�� n EW EGRESS WINDOW NEW YORK STATE > 'A = Seismic Design Category: B N N/A FAI FRESH AIR INTAKE R.R. ROOF RAFTER Strapping Details Special Wind Region No L R/R REMOVE& REPLACE _� g a ra g e 4,31 a b FC. FIRE CODE , FD FLOOR DRAIN Nailing Schedule Wind Borne Debris Zone Yes FIN FINISH(ED) N FLR FLOOR(ING) Framing Details Severe U E Weathering: FPSC FIRE PROOF SELF-CLOSING CDFrost Line Depth: Winches Dates FT FOOT (FEET) _ ' Cn� Termite: Moderate to Heavy 4/21/23 Issued to Building Dept. F.J. FLOOR JOIST FTG. FOOTING � Winter Design Temperature 11' F GA GAGE, GAUGE 4-4 GALV GALVANIZED I Ice Barrier Underlayment Required Yes for Valley's& Eave Perimeters GFI GROUND FAULT INTERRUPT The construction type 1/2" GL GLASS designation shall be"I", STROKE Flood Hazards N/A "if","III","IV"or"V"to GWB GYPSUM WALL BOARD indicate the construction Air Freezing Index 618 GYP. BD. GYPSUM BOARD classification of the 'GP' GEORGIA-PACIFIC structure under section DESIGNATION FOR STRUCTURAL Mean Annual Temp. 52.1°F 602 of the BCNYS COMPONENTS THAT ARE OF HC HOLLOW CORE TRUSS TYPE CONSTRUCTION Component and Cladding Loads: Table R301.2(2) HDW HARDWARE i HM HOLLOW METAL "F" FLOOR CONSTRUCTION,INCLUDING co ZONE 4 18.2 -19.0 HOR HORIZONTAL GIRDERS AND BEAMS O I M "R" ROOF FRAMING ZONE 5 HP HIGH POINT 18.2 -24.0 ZONE 1 16.7 -18.0 HT HEIGHT SFANDAFJ)) N Dlill )AND C0,11_s N HR HOUR(S) 4 ' �, Win?, "FIR" FLOOR AND ROOF FRAMING N o. Date Description ption HD HEAD M ZONE 2 16.7 -21.0 a)IF THIS STRUCTURE UTILIZES TRUSS TYPE CONSTRUCTION, J HVAC HEATINGNENTILATING/ PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION, Proposed Project AIR CONDITIONING I THE CONTRACTOR IS TO PROVIDE THE SIGN OR SYMBOL TO BE AFFIXED CID ZONE 3 16.7 -21.0 00 Garage TO THE EXTERIOR ELECTRIC METER BOX IN COMPLIANCE WITH 19 NYCCR ZONE 1 10.5 -16.0 E (720 sq.ft.) Proposed MATERIALS PART 1265. IF NO ELECTRIC METER IS ATTACHED TO THE HOUSE, CONTACT 0 o o N THE AUTHORITY HAVING JURISDICTION TO DECIDE FOR A PROPER r ZONE 2 10.5 -29.0 L LOCATION LIKELY TO BE SEEN BY FIREFIGHTERS AND FIRST RESPONDERS. "' ZONE 3 10.5 -43.0 Detached Garage ZONE 1 10.0 -18.0 BRICK VENEER EARTH CALL BEFORE YOU DIG o M For ZONE 2 10.0 -30.0 CONCRETE MASONRY UNIT INSULATION (THERMAL) o ZONE 3 10.0 -46.0 STEEL 'PVC' or COMPOSITE MATERIAL '"! fc s gr Zone Diagrams: Javier 777 RIGID INSULATION 2 ROUGH WOOD 2 Hii Electric Power Lines a Fernandez CONCRETE FINISH WOOD [ ] Gas,OII,or steam 1 CommunicattQn Lines,CATV ' OP PLYWOOD GYPSUM BOARD Potable Water + 3 + + 3 3 + Reclaimed Water, Irrigation,Slurry McKeon s s Interior s s Sewers and Drain Lines Waal) ' ® Zone N Know wllarsbelow. �-� � / > 5135 Indian Neck Lane Temporary Survey Markings Edge "X � Perimeter �/ � N Cali beforeyaudig. Zone N �' J Proposed Excavation Zone L. Proposed Unfinished Peconic, NY SYMBOLS MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS: Table R301.5 0 Attic VICINITY MAP USE LIVE LOAD DEAD LOAD Jurisdiction i NE11V FRAMED WALL detail Exterior Balconies and decks 40 psf 10 psf 0 2 . number H VAC ZONE CHART p p 0 Town of Southold A-4 OR I detail 2 DETAIL Fire Escapes 40 psf 10 psf 0 EXISTING FRAMED WALL area A_4 sheet Suffolk County - Passenger Vehicle Garages 50 psf as per plan - -77777777777 FRAMED TIMBERSTRAND WALL number Unhabitable ATTICS without storage 10 psf 10 psf Unhabitable ATTICS with Storage 20 psf 10 psf Drawn By: ' E 30 psf 15 REVISION CLOUD Habitable ATTICS and ATTICS M.P. AR ' DOOR served with fixed stairs psf � ti0 �P c A� � E n, i STRUCTURAL BEAM ROOMS other than sleeping rooms 40 psf 15 psf SCOPE O F Checked By: D WINDOW N /A WORK M.A.M. �', f �,t Sleeping Rooms 30 psf 15 psf °� 17 JOISTS/ RAFTERS Stairs 4o psf 10 Job No. � 211 WINDOW/ EXT. DOOR NUMBER p psf Proposed detached accessory structure with unfinished attic 1286 04 two-digit (see schedule) a' t_ti;��' Guards and Handrails 200 psf lateral 2220 NE�!`iy identification Q REVISION NUMBER �" �i' No plumbing work in this application number ,.+:'`' Guard in-fill components 50 psf Sheet Title : V J floor level INTERIOR DOOR NUMBER SMOKE DETECTOR Rooms 3o psf 15 psf Proposed electrical work (filed as separate application) � �ti 10 ALLOWABLE DEFLECTION: Table R301.7 door (see interior drawings) 1 2F-horizontal ROOF PITCH Cover Sheet number "77q 6<--vertical ` Structural Member Allowable Deflection ,�t.� - Scope of Work 211 __ C' two-digit ROOM NUMBER -------- ABOVE/ BELOW HIDDEN LOT DESCRIPTION �,a�" �,- Rafters having slopes greater than 3/12 with no L/180 identification (see schedule) =.` finished ceiling attached to rafters. - Project Data floor level -- - CENTERLINE SECTION / BLOCK/ LOT : 1000 - 98 -01 - 1.2 _ A ,.��-�'' y'i= � Interior Walls and Partitions H/180 d ELEVATION MARKER - - - - DRAFTSTOPPING TOTAL LOT AREA=42,650 s.f. Floors and Plastered ceilings L/360 r All other Structural Members L/240 PLAN KEY 2 elevation number ZONING DISTRICT: R-80 � Sheet Number nB Exterior Walls with plaster or stucco finish H/360 (see plan key notes, same sht.) 1 A7.1 3 INTERIOR ELEVATION Exterior Walls - wind loads with brittle finishes H/240 section number SECTION 4 sheet number ip Exterior Walls - wind loads with flexible finishes H/120 A A 5 Lintels Supporting Masonry Veneer Walls L/600 - sheet number Note : L=Span Length, H=Span Height i GENERAL CONDITIONS CONCRETE GLAZING DRYWALL 1. All work shall conform to the codes listed on the cover sheet. 1. Foundation walls are to be a minimum of 3,000 psi, unless noted 18. PARTITIONS Fireblocking Materials: 1. Hazardous locations.The following shall be considered BATHROOM WALLS&CEILINGS: 1/2" mold&moisture resistant Equipment Sizing. Heating and cooling equipment shall be sized in accordance with All codes shall su ercede the drawings shall be incorporated into otherwise on loins. a. 2"x nominal lumber, or two thicknesses specific hazardous locations for the purposes of glazing: gypsum board with one coat of P g P P GENERAL a. Glazing in fixed and operable panels of swinging, sliding door tape and three coats of spackle with ACCA Manual S based on building loads calculated in accordance with ACCA the drawings,whether they are indicated on the plans or not. b. Two thicknesses of 1 x nominal lumber with broken lap joints p P Manual J or other approved heating and i 2. All concrete work shall comply with the requirements of the American a. All framed walls are to be 2 x4 or 2"x6"wood studs at 16 oc and bifold door. PP g cooling calculation methodologies.New or ;,`.' all dimensions notes and conditions Concrete Institute(ACI)and the 2020 RCNYS. unless noted otherwise on plans. c. One thickness of 23/32"wood structural with joints backed up by SHOWER WALLS&CEILINGS: 1/2" cement board replacement heating and cooling equipment shall have an efficiency rating equal to ? 2. Contractor shall check and verity :, at the site before any construction work is started.The Contractor shall plan dimensions indicate the following stud sizes: 23/32"wood structural panels. b. Glazing in storm doors. with one coat fiberglass tape or greater than the minimum required by federal law for the geographic location ' notify the Architect of any discrepancies or conflicts in the drawings 3. All concrete shall be air-entrained.Total air content(percent by volume 1-1/2 2'x4 on the flat d. One thickness of 3/4"particleboard with joints backed by 3/4" and one coat of thinset where the equipment is installed. and/or field conditions before starting the work.The discovery of of concrete)shall not be less thasn 5%or more than 7%. 2-1/2" 2"xY stud at 16"oc particleboard. c. Glazing in all unframed swinging doors. discrepancies after beginning the work shall be the full responsibility 3-1/2 2'x4 stud at 16'oc GARAGE WALLS&CEILINGS: 5/8"type-x sum board Manual J&S is required for any new or replaced heating or cooling equipment P 9 9 P tY on - at of the Contractor to correct. 4. Garage slabs,carport slabs,exterior steps and porch slabs are to be 5-1/2 2"x6"stud at 16"oc e. 1/2"gypsum board d. Glazing in doors and enclosures for hot tubs,whirlpools, saunas, where noted on plans with one coat of tape and a minimum of 3,500 psi. f. 1/4"cement based millboard steam rooms, bathtubs and showers. Glazing in any part of a three coats of spackle M i C,` h --a E� 1 3. Contractor shall report any discrepancies in plans and details to the b. Splices of the top and bottom portion of the double top plate must building wall enclosing these compartments where the bottom Owner and/or Architect at once. Demolition or excavation may reveal 5. The nominal maximum size of coarse aggregate shall not exceed be staggered as minimum of 24". g. Batts or blankets of mineral wool to be securely retained in place exposed edge of the glazing is less than 60 inches measured BOILER ROOMS/CLOSETS 5/8"type-x gypsum board ELECTRICALNA ems- C r i n .-a conditions other than those assumed on the construction drawings. one-fifth the narrowest distance between forms or three-fourths the vertically above any standing or walking surface. with one coat of tape and 1. All electrical work shall conform to rules and regulations of the It is the responsibility of the contractor to notify the Architect and/or clear spacing between reinforcing bars or between as bar and the side c. Joints in top plates need not to occur over studs. FIRE PROTECTION OF FLOORS P three coats of spackle 2017 National Electric Code, NFPA 70-2017 and the 2020 h i tE�h. �� Owner immediately if the occurs. of the form. e. Glazing in an individual fixed or operable panel adjacent to a door th Residential Code of NYS. �rc d. Lap top plates at comers and intersections. 1. All floor assemblies are to be fire-resistance rated with a minimum of 1/2" shall be considered to be a hazardous location where the bottom BASEMENT WALLS&CEILINGS 1/2" mold&moisture resistant 4. Contractor shall locate&stake out all existingunderground utilities 6. Forms shall be made of wood, steel, aluminum, plastic, a composite of Any top plates that are cut to fit ductwork, headers, pipes, etc. shall gypsum wall board membrane,5/8 wood structural panel membrane or exposed edge of the glazing is less than 60 inches above the floor gypsum board with one coat of 2. The Electrical equipment and wiring shall i e installed a accordance with chapters 34 thru 43 of the 2020 Residential Code of NYS. 21 Main Street Stony prior to any excavation.Any utilities shown on the plans are an cement and foam insulation, or other approved material suitable for be strapped with a metal strap as specified on plans. equivalent on the underside of the floor framing member. Penetrations or walking surface and it meets either of the following conditions: tape and three coats of spackle y Brook NY 11790 approximate location only and shall be verified by the Contractor. supporting and containing concrete. Forms shall provide sufficient equivalent on the underside electrical outlets,lighting,devices, luminaires, 3. Electrical work to be Fire Underwriter's inspected and approved. strength to contain concrete during the concrete placement operation. e. Plates shall not be less than 2 x nominal thickness. wires, speakers, drainage,piping and similar openings or penetrations e.1 Where the glazing is within 24 inches of either side of the TYPICAL(all other areas) 1/2"gypsum board with one 5. Contractor shall be responsible for scheduling all required inspections Form ties shall be steel, solid plastic,foam plastic,or other suitable shall be permitted. door in the plane of the door in a closed position. coat of tape and three coats 4. All electrical outlets in wet„areas to be ground fault interrupter phone. 631 686-6585 with the authorities having jurisdiction. material capable of resisting the forces created by fluid pressure of f. Notching:Any stud in an exterior wall or bearing partition shall be of spackle (G.F.I.)type. fax. 631 686-6786 freshly poured concrete. permitted to be cut or notched to a depth not exceeding 25%it's width. Exceptions: e.2 Where the glazing is on a wall perpendicular to the plane of 5. Working clearance dimensions around electrical panel to be a email. MMacrina@MMArchitectAIA.com 6. Contractor shall be responsible for obtaining all required paperwork Studs in non-bearing partitions shall be permitted to be notched to a. Floor assemblies located directly over a space protected by an the door in a closed position and within 24 inches of the minimum of 36"deepx 30"wide x 6'-6"high. web. MMArchitectAIA.com from their subcontractors as required by the authority having jurisdiciton. 7. Do not pour in temperatures less than 40 degree weather, nor when a depth not to exceed 40%of a single stud width. Refer to details automatic sprinkler system in accordance with Section P2904, hinge side of an in-swinging door. g The Contractor shall obtain and deliver to the Owner the certificate of freezing conditions are expected in less than 24 hours. for excessive notching studs. NFPA 13D, or other approved equivalent sprinkler system. FLASHING / SEALANTS / TAPES 6. All electrical work to be performed by a local licensed electrician. mere plans are an instrument of service and are occupancy and/or certificate of compliance. b. Floor assemblies located direct) over a crawl space not intended f. Glazing in an individual fixed or operable panel that meets all of 1. Contractor to provide metal or soft flashing where framing lumber is Ground-Fault Circuit-Interrupter Protection. the exclusive property of the architect. Y P - Infringements of the concepts and design ideas 8. Install'Tuff-N-Dry'exterior foundation waterproofing system or g. Drilling:Any stud shalt be permitted to be bored or drilled, provided the following conditions shall be considered to be hazardous location: in contact with soil or concrete. 7. Do not scale drawings.Written dimensions shall take precedence approved equal unless a different product is specified in the plans. that the diameter of the resulting hole is not more than 60/o of the for storage or fuel-fired appliances. Locations. presented on these drawings shall p prosecuted to the fullest extent of the law. Copyright 2020: over scale. Exterior foundation waterproofing system is to be installed from stud width,the edge of the hole is not more than 5/8"to the edge c. Portions of floor assemblies shall be permitted to be unprotected f.1 The exposed area of an individual pane is larger than 9 sf. 2. Contractor to provide continuous(coil)hidden metal flashing where 1.All bathroom receptacles are to have G.F.C.I. p rotection. Michael Macrina Architect, pc. All rights reserved, bottom of footing continuously up to the finished grade line. of the stud, and the hole is not located in the same section as a cut where complying with the following: tops of level roofs intersect with vertical wall surfaces.See plan for no part of the plans may be reproduced without 8. An deviation from the Architect's drawings must be discussed with or notch. Studs located in exterior walls or bearing partitions drilled f.2 The bottom edge of the glazing is less than 18 inches above metal specification. 2.All garage&accessory building receptacles are to have G.F.C.I.protection. the expressed written consent of the architect. Y g o o c.1 The aggregate area of the unprotected portions does not exceed the Architect for approval. 9. All footings are to be reinforced with rebar as per details in the plans. over 40/o and up to 60/a dhall be doubled with not more than two 80 square feet per story. the floor. 3.All outdoor receptacles are to have G.F.C.I. protection. successive doubled studs bored. Refef to details for excessive 3. Contractor to provide metal step flashing around all chimneys, skylights 4.All crawl space receptacles are to have G.F.C.I. protection. 9. Contractor shall be responsible for adequately bracing and protecting 10. Contractor shall provide and install all cast in place anchor bolts, hold drilling of boring of studs. c.2 Fireblocking in accordance with Section R302.11.1 installed along f.3 The top edge of the glazing is more than 36 inches above the and where sides of sloped roofs intersect with vertical wall surfaces. p Drawing Status : all work during construction against damage, breakage, collapse, down straps, basement sashes, crawl space vents, etc. as per plans. the perimeter of the unprotected portion to seperate the unprotected floor; and All metal flashing shall extend up vertically a minimum of 4"from the 5.All unfinished basements receptacles are to have G.F.C.I.protection. distortion and misalignment according to applicable codes, standards h. Fire Blocking as required portion from the remainder of the floor assembly. roof surface. See plans for metal specificaiton. 6.All kitchen receptacles that serve countertop surfaces shall have and good practice. f.4 One or more walking surfaces are within 36 inches measured 9 P d.Wood floor assemblies using dimension lumber or structural composite G.F.C.I. protection. STRUCTURAL STEEL Bearing Walls: •� 4" spaced at q g y horizontally and in a straight line, of the glazing. 4. Contractor to provide metal cap flashing over all windows and exterior 10. All work shall be performed in a first class manner with all new materials. a. Partitions must be constructed of minimum 2 x studs spac lumber equal to or greater than 2-inch b 10-inch nominal dimension, 7.All laundry, utility and bar sink receptacles that are located within 6ft. or other approved floor assemblies demonstrating equivalent fire doors. See plans for metal specification. ry, ty P Issued W The Contractor shall provide all equipment, labor and materials 1. All structural steel shapes shall have the following properties: 16"oc of type of lumber specified unless otherwise noted on plans. performance. g. Glazing in guards and railings, including structural baluster panels of the outside edge of the sink are to have G.F.C.I. protection. necessary for the proper execution and timely completion of the work. Wide Flange ASTM A992 Fy=50 ksi and nonstructural in-fill panels, regardless of area or height above 5. Contractor to provide copper step flashing for all masonry chimney to 8. Electrically heated floors, hydromassage bathtub, spa and hot tub ' The Contractor shall be responsible for all materials and equipment Angles&Channels ASTM A36 Fy=36 ksi b. If a double top plate of less than (2)2 x is used,floor joists shall be a walking surface shall be considered to be a hazardous location. roof intersections.The flashing is to extend vertically up against the locations are to have G.F.C.I. protection. stored at the job site. Plates ASTM A36 Fy=36 ksi centered directly over bearing wall studs below with a tolerance of 2. Combustible Insulation Clearance chimney a minimum of 4"and let-into horizontal masonry joints 4". P u i l . I Hollow Structural Shapes ASTM A500 GR B Fy=50 ksi no more than 1". Combustible insulation shall be seperated not less than 3 inches from h Glazing in walls, enclosures or fences containing or facing hot tubs, 9.All receptacles within 6 feet of the outside edge of a bathtub or , 'J_ 11. The Contractor shall have the building department approved plans and recessed luminaires,fan motors and other heat-producing devices. spa's,whirlpools,saunas,steam rooms,bathtubs,showers and indoor or 6. Flash, caulk and seal all junctions of new roofs,walls and shower stall are to have G.F.C.I protection. p "' 'any other approved plans and permits on the job site throughout the 2. All bolts are to be 3/4"dia. conforming to ASTM A325,type X. c. Interior bearing stud walls must be sheathed with a minimum of outdoor swimming pools where the bottom exposed edge of the glazing is penetrations, to form a watertight assembly. D e a r IF-in e n entire project. Install each bolt with a hardened washer under the nut or head, 1/2"gypsum board fastened as per nailing schedule with required Exceptions less than 60 inches measured vertically above any standing or walking Arc-Fault Circuit-Interrupter Protection. whichever is turned for tightening. fire blocking. Where heat-producing devices are listed for lesser clearances, surface shall be considered to be a hazardous location.This shall 7. Spaces to be caulked shall be clean and dry,joints more than 3/4" combustible insulation complyingwith the listing requirements shall be apply to a single glazing and each pane in multiple lazin deep shall be solid) filled with a neoprene rope or backer rod. Locations. 12. All Contractors and Subcontractors shall be licensed and insured. 9 q PP Y 9 9 9 P P glazing. P y p p 3. All structural steel exposed to the weather shall be hot-dipped galvanized d. All interior load bearing walls and exterior walls shall have 2"x cross separated in accordance with the conditions stipulated in the listing. 1.All branch circuits that supply 120-volt, single-phase, 15&20 amp 13. The Architect is not responsible for construction means, methods, after fabrication conforming to ASTM A123&A153. blocking of similar width at stud midspan. Exception: 8. All caulked joints shall ber full continuous,waterproof, neatly wiped outlets installed in kitchens,family rooms,dining rooms, living rooms, techniques, sequences, procedures or for the safety precautions and WINDOWS / EXTERIOR DOORS Glazing that is more than 60 inches measured horizontally off or pointed and tooled where exposed to view. parlors,libraries,dens,bedrooms,sunrooms,recreation rooms,closets, programs in connection with this project. 4. All welding shall conform to AWS code D1.1 'Structural Welding Code' Nailing: and in a straight line,from the water's edge of a bathtub, hot tub, hallways,laundry areas and similar rooms or areas shall be protected by for steel, latest edition. a. All nailing shall comply with the latest fastener schedule shown on 1. All exterior windows and doors shall be designed to resist the spa,whirpool or swimming pool or from the edge of a shower, 9. All windows and exterior door flanges are to be taped with a'Tyvek' Dates : 14. Contractor to follow all manufacturer's specifications, recommendations the plans. component and cladding wind loads specified on the cover sheet. sauna or steam room. or approved equal flashing tape.Jambs first then head over jamb tape. a combination type arc-fault circuit interrupter installed to provide p p P 9 P PP q 9 P 1 P protection of the bran circuits. - and installation details on all products used in this project. Contractor 5. All structural steel shall be given one shop coat of paint of not less than p branch c cuts. 4/21/23 Issued to Building Dept. shall notify the Architect of any conflict between the plans and 2.0 mils dry film thickness conforming to steel structural painting Openings: 2. All exterior windows and sliding doors shall be tested by an approved i Glazing adjacent to stairs, landings and ramps where the bottom 10. All windows and exterior door flanges are to have a metal pan or a Single-and Multiple-Station Smoke Alarms. manufacturer's specifications, recommendations and installation council SSPC paint 2, 13 or 14. a. All framed openings in wall shall have a minimum of a single jack stud independent laboratory,and bear a label identifying manufacturer, exposed edge of the glazing is less than 36"above the lane of soft flashing g p p9 1 P rY, fY� 9 P 9 9 9� P g pan over the rough sill framing continuously up each side. All smoke alarms shall be listed in accordance with UL 217 and details prior to installation of any products used in this project. plus a single king stud on each side of opening supporting a header performance characteristics and approved inspection agency to indicate the adjacent walking surface of stairways, landings between Contractor shall be responsible for correction of any work that prevents if not specified otherwise on plans. compliance with AAMAM/DMA/CSA 1 01/I.S.2/A440.Exterior side-hinged flights of stairs and ramps shall be considered to be a 11. Penetrations around all pipes,vents, ducts,wires, etc.through ceiling installed in accordance with the provisions of Section R314 of the the correct installation of a specified product noted on the plans. MASONRY doors shall be tested and labeled as conforming to AAMA/WDMA/CSA hazardous location. and floor levels to be sealed with fire caulk-1 36 by Everkem or equal 2020 Residential Code of NYS and comply with the provisions to meet ASTM 136 testing of NFPA 72. 15. The Contractor shall keep the job site clean, safe and free of debris. 1. Masonry shall be installed in running bond with PCL type M mortar. 19. BUILT-UP BEAMS 101/I.S.2/A440 orAMD 100. j. Glazing adjacent to the landing at the bottom of a stairway where Locations. (Section R314.3) 1. Built-up beams or joists formed by a multiple of 2"x dimensional 3. Garage doors shall be tested in accordance with either ASTM E 330 or the glazing is less than 36"above the landing and within a 60" 16. These drawings are the property of the Architect and shall no be used 2. Grout for fully grouted units shall conform to PCLY type M mortar. lumber members shall be interconnected as follows: ANSI/DASMA 108,and shall meet the acceptance criteria of ANSI/DASMA 108. horizontal arc less less than 180 degrees from the bottom tread Single and multiple-station smoke alarms shall be installed in without his consent. Drawings shall not be used for issuing of a a. Members 12"and less in height: nosing shall be considered to be a hazardous location. VENTILATION the following locations: building permit unless signed and sealed by Michael Macrina Architect,pc 3. All masonry walls shall have'Hohmann&Barnard'#120 Truss-Mesh Glue and nail with 2 rows of 16d nails at 12"oc staggered. 4. Window and glass door assemblies shall be anchored in accordance with the 1. MECHANICAL VENTILATION: 1. In each sleeping room. to be installed continuously at every other course unless specified I published manufacturer's recommendations to achieve the design pressure Local exhaust and whole house mechanical ventilation systems are to 2. Outside of each separate sleeping area in the immediate in the plans.Truss mesh to be hot-dipped galvanized. b. Members greater than 9-1/4"in height or multiple 3"x members: specified. Substitute anchoring systems used for substrates not specified FIREPLACES be designed in accordance with section M1505 of the 2020 RCNYS vicinity of the bedrooms. DEMOLITION NOTES Through bolt with 1/2"diameter machine bolts at 24"oc by the fenestration manufacturer shall provide equal or greater anchoring 3. On each additional story of the dwelling, including basements 4. All lap splices for reinforcing bars in masonry walls shall be 48X staggered top&bottom, 1-1/2"from edges. performance as demonstrated by accepted engineering practice. 1. Masonry Fireplaces 2. RECIRCULATION OF AIR: and habitable attics but not including crawl spaces and uninhabitable 1. Prior to demolition,the Contractor shall have all utilities disconnected. bar diameter, unless noted otherwise on plans. Hearth Slab Thickness 4"min.thickness for hearth extension Exhaust air from bathrooms and toilet rooms shall not be recirculated attics. In dwellings or dwelling units with split levels and without such as but not limited to gas, electric,water, telephone, cable,etc. 2. Built-up beams or joists formed by a multiple of engineered lumber 5. Emergency escape and rescue opening required: within a residence or circulated to another room and shall be exhausted an interveningdoor between the adjacent levels a smoke alarm In addition,the Contractor shall obtain utilitymark-out prior to members are to follow manufacturer specifications unless noted Unfinished basements, habitable attics and every sleeping room Hearth Extension 8"for fireplace opening less than 6 sq.ft. directly to the outdoors. Exhaust air from bathrooms,toilet rooms and 1 No. Date Description p installed on the upper level shall suffice for the adjacent lower commencing demolition or excavation. on plans. where noted on floor plans shall have not less one operable (each side of open'g) 12' for fireplace opening greater than or kitchens shall not discharge into an attic, crawl space or other areas level provided that the lower level is less than one full story ROUGH CARPENTRY emergency escape and rescue opening.Where basements contain equal to 6 sq.ft. inside the building except for ductless range hoods. P ry Project : 2. Demolition work shall be done in strict conformance with local, state 1. Minimum header size to be(2)2"x6"unless noted otherwise on plan. 20. BOLTS IN WOOD FRAMING: one or more sleeping rooms, an emergency escape and rescue below the upper level. and federal regulations, including all permits and utility disconnects. opening shall be required in each sleeping room plus one in any Hearth Extension 10"for fireplace opening less than 6 sq.ft. front of opening) 20"for fireplace opening greater than or 3. DOMESTIC COOKING EXHAUST: 4. Smoke alarms shall be installed not less than 3 feet horizontally 2. All structural dimensional lumber to be dou fir#2 or better with a 1. All bolts in wood framing shall be standard machine bolts with common receation space. Emergency escape and rescue openings ( p g) P p g g Domestic cooking exhaust equipment shall discharge to the outdoors from the door or opening of a bathroom that contains a bathtub g g P g Y Pgg Proposed 3. The Contractor shall at all Mimes provide protection against weather minimum Fb=850 and E= 1.4x106. No SPF lumber may be used standard washers. shall open direct/ into a public way,or to a ardor court that opens equal to 6 sq. ft. through a duct.The duct shall have a smooth interior surface, shall be or shower unless this would prevent placement of a smoke alarm P g Y P y P Y Y P required b Section R314.3. (rain,wind, storms, frost or,heat)so as to maintain all work, materials, except for sills, plates and blocking. Southern Yellow Pine may be to a public way. Firebox Dimensions 20"min.firebox depth airtight, shall be equipped with a backdraft damper and shall be q Y equipment and fixtures free from damages. Repair any damage to used as a substitution for doug fir. 2. Each bolt hole in wood shall be drilled 1/16 larger than diameter of bolt. independent of all other exhaust systems. Ducts serving domestic Detached Exception: Thickness of 8'where firebrick lining is used When more than one smoke alarm is required to be installed within an Garage property of the Owner which is to remain in use. Basements used only to house mechanical equipment Wall of Firebox cooking exhaust equipment shall not terminate in an attic or crawl individual dwelling unit the alarm devices shall be interconnected in 3. All exterior lumber to be preservative treated 3. For sill plate anchors, see details on plans. space or areas inside the building. not exceeding a total floor area of 200 square feet. such a manner that the actuation of one alarm will activate all of the 4. Contractor to provide all necessary temporary supports as may be Distance from top 8"min. For required to shore all existing structures prior to the installation of new 4. All lumber that is in contact with masonry/concrete is to be Lag Bolts: of opening to Throat Exception: alarms in the individual dwelling unit.The alarm shall be clearly audible in 6. Operational constraints and opening control devices: all bedrooms over background noise levels with all intervening structural elements. preservative treated. a. All lag bolts where specified on plans shall be of structural grade steel. Where installed in accordance with the manufacturer's instructions, 9 g doors closed. Emergency escape and rescue openings shall is operational from 2 Factory Built Gas&Wood Fireplaces and where mechanical or natural ventilation is otherwise provided, the inside of the room without the use of keys,tools or special knowledge. Combination Detectors. 5. All existing elements to remain shall be protected during demolition. 5. Engineered lumber(LVL, PSL)to have a minimum Fb=2,850 and b. Washers shall be placed undefr the head of the lag bolts bearing Window opening control devices complyingwith ASTM F 2090 shall be Factory-built fireplaces shall be listed and labeled and shall be installed listed and labeled ductless range hoods shall not be required to a minimum E= 1.9x106. on wood. Length of lag bolts shall be a minimum 2/3 depth of P g in accordance with the conditions of the listing, and shall be tested discharge to the outdoors. Combination smoke and carbon monoxide alarmis shall be permitted e esca enc permitted for use on windows serving as a required emergency p Javier 6. All existing ductwork,electrical components, etc. in areas to be members being bolted together. p in accordance with UL 127. to be used in lieu of smoke alarms. demolished shall be protected and relocated as required according 6. SHEATHING/SUBFLOOR and rescue opening. Emergency escape and rescue openings shall have minimum dimensions ass specified in this section. 4. WHOLE HOUSE MECHANICAL VENTILATION SYSTEM: P Power Source. PA trademark stam contact with preservative treated lumber or exposed - to field conditions. Each plywood sheet shall bear the A t p c. All bolts that in co t ct th p p Hearth extensions of approved factory built fireplaces shall be installed Unless specified otherwise by the HERS rater consultant,the whole - All plywood end joints shall be staggered and butt along the to the exterior are to be hot-dipped galvanized or stainless steel. in accordance with the listing of the fireplace.The hearth extension house ventilation system is permitted to utilize a bathroom exhaust The required smoke alarms shall receive their primary power from Fernandez 7. Minimum opening area: the building wiring when such wiring is 7. Contractor to provide dust-tight partitions between areas where center lines of framing members. shall be readily distinguishable from the surrounding floor area. fan to run at a continuous rate of 90 cfm as per table M1505.4.3(1) 9 9 g' served from a commercial source, Emergency and escape rescue openings shall have a net clear demolition work is being performed and areas which are finished or - Nails shall be placed 3/8"minimum from the edge of the sheets. and when primary power is interrupted, shall receive power from a FIRE BLOCKING / D RA FTSTO P P I NG dimensions required by thhisis section shall be obtained by the normal 5. VENTED ATTICS: battery.Wiring shall be permanent and without a disconnecting switch in use. The minimum nail penetration into framing members shall be opening of not less than square feet.The net:clear opening Lisa 1-1/2"for 8d nails and 1 3/8"for 10d nails. operation of the emergency escape and rescue opening from the inside. INSULATION For air- &permeable insulations in vented attics, a baffle shall be other than those required for overcurrent protection. Smoke alarms 1. DRAFTSTOPPING REQUIRED: installed adjacent to soffit and eave vents. Baffles shall maintain an shall be The net clear height opening shall be not less than 24 inches and the i permitted to be battery operated when installed in buildings SUBFLOOR: 3/4"rated plywood (48/24) When there is usable space both above and below the concealed space 1. Foam Plastic(spray foam) insulation shall have a maximum flame opening equal or greater than the size of the vent.The baffle shall SITE WORK / EXCAVATION to be glued&nailed to each joist of a floor/ceiling assembly, draftstopping shall be installed so that the net clear width shall be not less than 20 inches. spread index of 75 and a maximum of a smoke developed index of 450. extend over the to of the attic insulation.The baffle shall be without commercial power. McKeon 9 1 9 Y PP� 9 P P P 1. Contractor shall locate&stake out all existing underground utilities area of the concealed space does not exceed 1,000 sf. Exception: permitted to be any solid material. Carbon Monoxide Alarms. (Section 915 of the 2020 Fire Code of NYS) prior to any excavation.Any utilities shown on the plans are an EXTERIOR WALL SHEATHING: 1/2"exterior grade(CDX)plywood The draftstopping shall divide the concealed space into approximate Grade floor or below grade openings shall have a net clear 2. Foam Plastic(spray foam) insulation shall be separated from the Carbon monoxide alarms shall be installed in the followinglocations: 1 approximate location only and shall be verified by the Contractor. to be fastened to the studs as equal areas.Where the assembly is enclosed by a floor member opening of not less than 5 square feet. interior of a building by an approved thermal barrier of not less than Vent Clearance: 5 35 Indian Neck Lane 1 Excavation shall not commence until utility mark-out is completed. per the nailing schedule and above and a ceiling membrane below,the draftstopping shall be 1/2 gypsum board, 23/32"wood structural panel or a material that Where eave or cornice vents are installed, insulation a minimum of a . Carbon Monoxide are required on each Jewel on which sleeping Pecon iC NY the braced wall plan provided in a floor/ceiling assemblies under the following circumstances: 8. Window Sill Height: is tested in accordance with and meets the acceptance criteria of 1"space shall be provided between the insulation and the roof spaces are located,within 1 Oft. of the sleepping area. 2. Excavate all areas as indicated in the drawings.All excavations shall Where a window is provided as the emergency escape and rescue both the Temperature Transmission Fire Test and the Integrity Fire sheathing at the location of the vent. More than one carbon monoxide alarm shall be provided be the minimum depths rerquired achieving clean undisturbed virgin ROOF SHEATHING: 1/2"exterior grade(CDX) plywood a. Ceiling is suspended under floor framing opening, it shall have a sill height of not more than 44 inches above Test of NFPA 275 such as'DC 315'or approved equal thermal barrier. where necessary to assure that no sleeping area on a story soil with stable moisture content and non-shifting and non-shrinking to be fastened to the rafters as the floor;where the sill height is below grade, it shall be provided with 6. UNVENTED ATTICS: is more than 1Oft. away from a carbon monoxide alarm. Jurisdiction : soil characteristics.The Contractor shall be responsible for notification per the nailing schedule b. Floor framing is constructed of truss-type open-web or a window well in accordance with Section R310.2.3. 3. Foam Plastic(spray foam) insulation used in attics&crawl spaces As per section R806.5 of the RCNYS 2.On any story where a fuel-fired appliances and equipment, of poor soil characteristics to the Architect and shall not proceed with perforated members. shall be protected against ignition using one of the following materials: solid-fuel burning appliances and equipment, Town of Southold the work until receiving instructions from the Architect. 7. All framed openings in floors, roofs and ceilings shall have a minimum 9. All exterior windows and doors are to have a maximum U-value of a. 1-1/2"thickness of mineral fiber insulation such as'Roxul'or equal H VAC fireplaces or attached garages are located. of a double header and trimmer unless noted otherwise on the plans. Draftstopping Materials: 0.35 and a maximum solar heat gain coefficient factor of 0.40. b. 1/4"thick wood structural panels Suffolk County 3. The Architect has prepared the drawing and speifications with an Draftstopping materials shall not be less than 1/2"gypsum board c. 3/8"gypsum board Combustion Air Interconnection of Carbon Monoxide Alarms&Detectors: assumed bearing capacity of 2,000 pounds per sq.ft. and an assumed 8. All framing to be set plumb, level and accurately cut. or 3/8"wood panels. Draftstopping shall be installed parallel to the 10. FALL PROTECTION: d. 1/4"thick fiber cement board Soild Fuel When more than one carbon monoxide alarm or detector is required to soil characteristic of sand, silty sand, clayey sand, silty gravel and floor framing members. The integrity of all draftstopping shall be In dwelling units,where the top of the sill of an operable window opening be installed within an individual dwelling unit or sleeping area the clayey gravel(SW, SP,SM,SC, GM and GC unless a soil test analysis 9. All Joists and beams set flush with another beam shall be connected maintained. is located less than 24 above the finish floor and greater than 72" Ignition barrier is not required when the foam insulation has been Burning appliances shall be provided with combustion air in accordance with the P 9 Y i alarm devices shall be interconnected in such a manner that the actuation Drawn By has been performed as per table R401.4.1 of the 2020 RCNYS. with a metal joist hanger designed to match the size of the joist/beam above the finish grade or other surface below on the exterior of the tested in accordance with NFPA 286 such as'Quick-Shield 112'or appliance manufacturer's installation instructions.Oil-fire appliances shall be a I I 1- unless specified otherwise on plans. 2. FIRE BLOCKING REQUIRED: building,the operable window shall comply with one of following: approved equal. be provided with combustion air in accordance with NFPA 31. of one alarm will activate all of the alarms in the individual unit. M.P. ��5 4. All excavations for concrete piers and footings shall be a minimum of Fire blocking shall be provided to cut off all concealed draft openings The alarm shall be clearly audible in all bedrooms over background noise u✓ i : �, a. operable windows with openings that will not allow a 4 diameter Ducts levels with all intervening doors closed. C� c' i _� 3 feet below finished grade unless noted otherwise on the plans. 10. Install double floor joists under all parallel walls above unless noted (both vertical and horizontal)and to form an effective fire barrier sphere to pass through the opening where the opening is on its 4. Insulation to be as specified in the insulation schedule and details. Duct Insulation g Checked By: V , 1, j v otherwise on plans. between stories and between a top story and the roof space. largest opened position. * , ' * 5. All backfill shall be clean granular fill. Fire blocking shall be provided in wood frame construction in the 5. Insulate around all window&exterior door rough openings with a low All supply ducts in unconditioned attics shall be insulated to a minimum of R-8 Equipment. M.A.M. s , h 11. All joist hangers and fasteners that are in contact preservative treated following locations: b.operable windows that are provided with window fall prevention expansion foam insulation. All other ducts shall be insulated to a minimum of R-6. Carbon Monoxide alarms shall be listed, labeled as complying with t 4..1*, � 6. No backfill shall be permitted against concrete or masonry foundation lumber or exposed to the exterior shall be hot-dipped galvanized or devices that comply with ASTM F 2090. UL2034 or CSA 6.19. Carbon Monoxide detectors shall be listed and Job No. 31286 y0 Duct Sealing F walls without floor framing or proper bracing as required to prevent stainless steel. a. In concealed spaces of stud walls and partitions, including furred c. operable windows that are provided with window opening control 6. Air Leakage labeled as complying with UL2075 and shall meet the sensitivitytesting F NEB damage to foundation walls. No backfill shall be permitted within a spaces and parallel rows of studs or staggered studs; as follows: P P P 9 The building thermal envelope shall be constructed to limit air leakage All ducts,air handlers and filter boxes shall be sealed.Joints and seams shall be g 2220 devices that comply with ASTM F 2090.The window opening and alarm thresholds of UL2034 or CSA 6.19.Carbon Monoxide alarms, minimum of two weeks after pouring.The Contractor shall be 12. All shims under cellar/crawl space girders are to be steel shims. -vertically at the ceiling and floor levels. methods between dissimilar materials shall allow for d substantiallyirtiht b f ft welds,t mastics, ki The sealing made airtight means oasners, apes, gasetng control device, after operation to release the control devicedetectors and alarm control units shall be installed in accordance responsible for any damage to concrete or masonry wall. -Horizontally at intervals not exceeding 10 ft. allowing the window to fully open,shall not reduce the net clear for differential expansion and contraction. Refer to the air barrier and or other approved closure systems. with the R.C.N.Y.S. and the manufacturers installation instructions. Sheet Title : 13. Wrap all wood girders that sit in a concrete or masonry beam pocket insulation installation schedule. 7. All grading to drain surface storm water away from foundation walls with soft flashing to prevent direct contact with the concrete/mason b. At all interconnections between concealed vertical and horizontal opening area of the window unit to less than the area required g g Y g P ry' by section R310.2.1. Duct Support Power Source. at a minimum rate of 5%slope. spaces such as occur at soffit, drop ceilings and cove ceilings. 7. Insulation&Fenestration Requirement by Component Metal ducts shall be supported by 1/2"with 18 gauge metal straps or 12 gauge Carbon Monoxide alarms and detectors shall receive their primary power General Notes. 14. No structural members shall be altered, omitted, notched, cut or Refer to insulation schedule/sections or details galvanized wire at intervals not exceeding 10 feet or other approved methods. from the building wiring,where such wiring is served from a commercial 8. Stockpile topsoil for re-use, redistribute topsoil for final grading. relocated without prior approval by the Architect. c. In concealed spaces between stair stringers at the top and bottom of ATTIC / C RAW L SPACE ACCESS Nonmetallic ducts shall be supported in accordance with the manufacturer's source and shall be equipped with a battery backup system that the run.Enclosed spaces under stairs shall have walls.under-stair surface 9. Contractor to excavate all stepped footings as per plans and details. 15. When using dimensional lumber,there shall be not less than one line and any soffits protected on the enclosed side with a 1/2"gypsum board. 1. The Contractor shall provide attic access for any attic areas that exceed installation instructions. automatically provides power from one or more batteries when primary - Building Code CLOTHES DRYER EXHAUST of bridging at every 8 feet of span in floor,attic and flat roof framing. 30 sf, and have a vertical height of 30"or more.The rough framed Duct Separation power is interrupted.Wiring shall be permanent and without a The bridging shall consist of not less than VxY lumber set diagonally d. At openings around vents, pipes, ducts, cables and wires at ceilings opening shall not be less than 22"x30"and shall be located in a hallway 1. To be installed as per section M1502 of the 2020 Residential disconnecting switch other than those required for over current protection. C` in each direction and double nailed at each end or equivalent pre-fab and floor level with an approved material to resist the free passage or other readily accessible location.Where the access is located in a Code of NYS. Ducts shall t installed with at least 4"separation from the earth except where Requirements D RYWE LLS / ��AN ITARY SYSTEM they meet the requirements for underground duct systems. metal bracing. of flame and products of combustion. ceiling, minimum unobstructed headroom in the attic space shall be Listings. 1. Drywells are to be located as per the drainage plan and shall consist 30" at some point above the access. 2. Clothes dryer exhaust system shall be discharged to the exterior. Carbon monoxide alarms shall be listed in accordance with UL 2034. of concrete leaching rings(size as per plans)with concrete cover. 16. Provide continuous blocking under all posts down to the foundation, e. Spaces between chimneys and floors and ceilings through which Ducts located in garages and ducts penetrating the walls or ceilings au a sheet the Drywells shall be set in clean sandy soil a minimum of 3ft above beam and/or column with similar post material as specified on plans. chimneys pass shall be frreblocked with noncombustible material 2. Access doors from conditioned spaces to unconditioned spaces such 3. Exhaust ducts shall have a smooth interior finish and be constructed dwelling from the garage shall be constructed of a e ope in No.26 gauge sheet metal or other approved material and shall not have opening into arc Combination Alarms. ground water. Drywells are to be wrapped with Landscape fabric to securely fastened in place.The frreblocking of spaces between as attics and crawl spaces shall be weatherstripped and insulated to a of metal having a minimum thickness of 28 gage.The duct shall PP P 9 garage. Sheet Number : prevent soil intrusion. 17. Joists and rafters shall be limited to cuts and bored holes no deeper chimneys and wood joists, beams or headers shall be self-supporting level equivalent to the insulation on the surrounding surfaces.Access be 4"nominal in diameter. Combination carbon monoxide/smoke alarms shall be r acceptable than 1/6 the depth of the member and shall not be located in the middle or be placed on strips of metal laid across the spaces between shall be provided to all equipment that prevents damaging or compressing alternative to carbon monoxide alarms.nce with carbon monoxide/ 2. Drywells are to be connected with a min. of 4"dia. PVC sewer pipe to 1/3 of the span. Notch depths of the ends at the member shall not exceed combustible material and the chimney. the insulation.A wood framed or equivalent baffle or retainer is required 4. The maximum length of a clothes dryer exhaust duct shall not exceed smoke alarms shall be listed in accordance with UL 2034 and UL 217. each downspout leader unless noted otherwise on plans. 1/4 the depth of the member. Holes bored into the joist shall not be closer to be provided when loose-fill insulation is installed,the purpose of which 35 ft.from the dryer location to the wall or roof termination. U . I than 2"to the top or bottom of the joist,and the diameter of the hole shall f. Fireblocking of cornices of a two family dwelling is required at the is to prevent the loose-fill from spilling into the living space when the attic The maximum length of the duct shall be reduced 2.5 ft.for each • 3. Proposed sanitary system is to be installed as per Suffolk County not exceed 1/3 the depth of the joist.There shall be no notches on the line of dwelling unit separation. access is opened, and to provide a permanent means of maintaining 45-degree bend and 5 ft.for each 90-degree bend.The maximum Department of Health Senvices code and as per approved permit. bottom side of the joists, beams and rafters. the installed R-Value of the loose fill insulation. length of the exhaust duct does not include the transition duct. i s' Proposed septic system ' see approved 1 -- -- -- -- - pans ' i -a Q proposed o za Q I pre-fab pergola ' 00 LP in c r n 1 over patio on N (9 15'`p ___ __ _ _ __ accessory structure setback I- N grade -�- -- /krch itect STORM WATER 20' 3.7' Proposed o� (22' height] -- outdoor • ' 1 50'-0" __,- -- /3.5 shower of I 21 Main Street Stony Brook NY 11790 RUN-OFF CALCULATIONS . ; _ �' I Proposed in _ --- 2 -p'�e- DW 1 T"!I T LI:--FI _ POOI HOUse oo fo aryweR 1 phone. 631 686-6585 filed se erate proposed 8 dia 8 ROOF RUN-OFF: ----- °� ( p ) I fax. 631 686-6786 �❑ tall drywell for pool ' proposed—B❑ + I' 20' 3.5' house and garage email. MMacrina@MMArchitectAlA.com • Run-off Factor= 1.0 I 1 •\ 1 web. MMArchitectAIA.com stepping �' - =1=- 3.7 • Rainfall = 2" (.17') ❑ _ stones _ - --_--_ These plans are an instrument of service and are ❑ _ _ � 1 - _ _ _ concrete 24' 1 I the exclusive property of the architect. • Pool House Roof Area= 350 sf I - ❑ _ 7.. __ --- landing P P v I —' y �p �� g Infringements of the concepts and design ideas • Garage Roof Area = 720 sf I / ❑ T roposed \ I 1 r the fullest extent ra the law. l prosecuted g resented on these drawings shall be Proposed 1 Copyright Total Roof Area — 1,070 sf patlO�on- I Michael Macrina Architect, pc. All rights reserved, proposed 20 x40 gradeL Garage I I no part of the plans may be reproduced without i in ground pool _ cente qe_ 0 the expressed written consent of the architect. �L_J • Volume Required = center with bilco door wi P o ch 1 = and proposed garage T o (rainfall) (area) (run-off factor) ( I - P p 9 9 ?-�T-{- M I 1 1 I i I Drawing Status .17 x 1,070 sf x 1.0 = 182 cu. ft. I I = ( --- -" - -- I • I 1 • Drywell Required = I 1 i 24' 20'_8" 8 ft. dia. Drywell Ring =42.24 cu.ft. per foot of height 182 cu. ft. /42.24 cu. ft. per foot of height=4.3 ft. I I I �'• I SU11, e I o 1 I o I I� ��new ' • Provide: I 1 driveway ' o �.� ,Il � ln (1)8 ft dia.x 8ft tall drywell ring i i I N 1 -H _0 N i Icu I ~L ' I.Iv �1 = 3 aIDepw e l�i 1 1 � ' _ o•Ia) I o^I I ' 'too- Grade I existing 0 septic % ' Solid Cover(Traffic Bear'g) I o- 1 1 = I ' I existing 6" SDR-35 sewer pipe 24" max i I I t outdoor I( i � Dates pitched m at nim/umper foot —Traffic Bear'g Dome I , I existing shower4/21/23 Issued to Building Dept. = existing OI bilcoIlanding door® F1 ® --- -4,000 psi Reinforced I existing N ® ® ® ® ® ® i Cone. Rings (typ) I = I new ® ® ® ® � ® _ I deck " ® ® ® � ® ® driveway I ° I ; r ® ® ® ® � x �-3'-0" min. Collar ( _ Wrap drywell with ® ® Backfill w/Clean I existing I >< ® ® ® ® ® ® ® I Sand & Gravel A/C unit Existing II I Vl landscape fabric 1 I ® ® ® � ® ® IEl One-Story 1 If unsuitable/clayey soil is 1 24" min. I 1 = Dwelling I uncovered at base of drywell L-------------- --- I Add a wick down to sand �—Ground Water existing 1 landingDr eII Detail � No. Date Description 1 not to scale I 7 Project new 1_ - - Proposed walkway �--- 1 -� I WATER SERVICE NOTES: Detached Garage 1. Install piping on property,4'-6"deep below finished grade,from the building to the existing vault(tie in at authority's copper tail) i o existing 1111 For 2. Type X'soft copper pipe,with a minimum of 1"inside diameter. ( well 1 O 1 3. Maintain 1Oft separation to all other utilities&septic system. ° existin IJavier driveway i _ I a Fernandez I IQ & Lisa _ McKeon 5135 Indian Neck Lane Peconic, NY n d i a Jurisdiction Town of Southold Proposed Site Plan Suffolk County 1 " = 20' Drawn By: -RE THIS IS AN ARCHITECTURAL SITE PLAN C� P ZONING ANALYSIS M. P. � V' BASED ON INFORMATION FROM A lot size = 42,650 sf SURVEY PREPARED BY: Checked By: �� � f ,`.; ��: 2 �� •� M.A.M. Young and Young Zone = R-80 Riverhead,NY Job No. 0 1286 0� April 17, 1985 j ' 0 y 2220 NE Main Dwelling front = 60' Sheet Title side min = 20' side total = 45' Site Plan t rear = 75' accessory - Zoning Analysis sis Accessory Structures - Drainage Calcs side and/or rear = g 15' setback /22' tall max size = 1,200 sf Sheet Number : i top of slab anchor bolts NOTE Concrete to be attic floor subfloor foundation below finish grade (2)2"x6"treated (see detail) 3,000 psi min. LEGEND sill plate N sill seal insulation Structural post min. T coated copper (2)2x6 unless noted floor joist : ' 1` PP Top of Wall otherwise on plans haunch slab termite shield garage door - r... 0'-0" anchor bolts(see oo New framed walls foundation wall anchor bolt detail) ii 1 i h a 2 6 weather stripping `0 Taller/lower wall(refer to sections) or _KA- - _-- E-1 'Versatex'trim �o; ° �Jl Above subfloor A.S.F. � C r n -a „ Slab Edge Detail - + v O slab on grad teco =install simpson strong tie joist hanger A r �. Ya"overlap 3/4" = 1 '—O'• (see plan) c h i tE:� Ct door opening steel beam I ood P Yw 1Y2" 8"thick poured concrete New Foundation Wall --------------- (see strut. plan) P o0 21 Main Street Stony Brook NY 11790 sheathing ) 5/4"x8 'Versatex jamb • " foundation wall On Footing N shim to be ripped to size 6—0' o.c. 6 min. . 8„ E _—__________ PP 12" max. top of wall (0'-0") •� ____ blocking each side _ ____ ___ space (overlap trim 1/4") TYPICAL TYPICAL provide 2"x4"key : _ :.: phone. 631 686-6585 wrap beam w/5/e" — — --- --- - — :: ----------- - Type-X Gyp. board � o 1=4o Lower Top of Wall fax. 631 686 6786 j{ --� SPACING CORNERS E E compacted clean fill (see plan) email. MMacrina@MMArchitectAIA.com ---- (1)2"x10" pressure 1/4"reveal --------------- corner bead--�_ --_ '1 treated nailin late typical siding N web. MMArchtte{tAlA.com 9 P 5/4 x4 'Versatex casing •� o� ' o.. A These plans are an instrument of service and are 'Simpson' BPSS/$-3 . (2)#4 Rebar °O Detail Symbol �— the exclusive property of the architect. hot-dipped gale. — — a -� ---e. 2 2 Infringements of the concepts and design ideas Typical Garage 3"sq. Washers& , `- presented on these drawings shall p prosecuted to the fullest extent of the law. Copyright 2020: Steel Beam Detail End Nut Setup 4 F Michael Mocrina Architect, Door Jamb Detail i I p "' Required Hold Down pc. All rights reserved, t of bolt Location (see detail) ® no part of the plans may be reproduced without 2" = 1 '—O'• 3" = 1 '—O'• sill plate(see fnd. 16" the expressed written consent of the architect. wall details) 5/8"dia.Anchor Bolts r Typical Garage Post From Above Drawing Status a Foundation Wall poured concrete to foundation wall 1 " = 1 '-o•• UTILITY SERVICE NOTE Issued Typ. Anchor Bolt Dtl. General Contractor Shall Locate & Stake I i I Not To Scale Out All Exist'g Utilities Prior to Any Excavation. The Utilities Shown on Plan & are Approximate Locations Only. i L e n y First Floor Exterior Door/\/Vindow Schedule Model # Remarks Dates To of wall 4/21/23 Issued to Building Dept. P First Floor set top of foundation Clopay canyon ridge ultra grain collection wall a min. of 6"-8" 101 9'-0"wide x 8'-0"tall design#13 w/SQ24, insulated window above finished grade. „ overhead garage door g 24—0 design walnut finish. High lift tracks to be as tight to ceilingg as possible. 24'-0" 9'-0"wide x 8'-0"tall Lift Master 850OW wall mounted electric 102 operations with My Q wifi and keyless entry „ F r overhead garage door pad.Contractor to consult with client prior to ------ footing to be a min.— of 36 below grade oo ------- — ----- ---------------- ------- ordering. —————————————————-- ————————————————————————————————— ————- I fia 103 CX15-2 (2)mulled landin U P „ 1 1 a I 1 9 ( 2R 9 ) 1 i I I i, 2 x10"F.J. at 16"oc 12'length) ( 104 36"x84"swing door to be selected 30"x30"x12"tall i provide blocking 40" 8 5 I i i 11 v °D I I P.C. pier with#4 at 1 for bracket (2)2"x10" F. . (2)2"x10"F.J. 7'each way i , attachment — — — — — — — 1 .I � � I I 4"x4"xY4'HSS column on Exterior Window and Door Specifications 1 column above 1 1 a, _ . I I �� No. Date Description 1 1 1 1 ------------ 4 x12'x YZ thick base plate secured to fnd.with(2)5/"dia. All windows&exterior doors are to be'Andersen''400'Series 1 „ �— bolts and a 4"x8"top plate(typ. -Low-E4 smart sun insulated glass Project 1 11 —4 11 —4 I , I 1 i each side of beam) -Exterior color to be black 1 I 1 i o M I brackets 40" 39" 5'-9„ I I 10,—g" -Full divided lite grilles with spacer bar as per elevations(7/8") o 1 -Tru-scene insect screens Proposed I I i Top of Wall i I I above „ i i -window hardware color to be selected � � 1 0'-0" I 1 0 � 0 36 tall I I 2 1 2 1 1 ° 104 1 railing to = 1 1 1 I ° I x code i 1 -interior color to be birch bark white Detached Garage Top of Wall door hardware to be selected Dn.20" U EXCAVATED FOR ; I o M N I ; RAGE SLAB I 11'-s " 11'-s " For 1- �_----_______ rnl ... 1 4"Thick Po red Concrete Slab(3,500 psi) I �; I� I I 3 1 1 w/6x6#10 elded Wire Mesh Lapped i M I I min. of on full mesh&wired oo I i o 0 0 provide blocking I i Javier I m 1 1 1 „ I , , I I for bracket (aI I I _ o _6 a 1 , together at 48 cover 4 thick base , i o b _I attachment 1 , G a ra e o ®— _ I i course consisti of clean sand, I i gravel, or crus d stone. I 1 E �I I install%"drywall Fernandez i 1 I 1 Cl)I,I on walls and entire Pitch Slab Towar Doors I I v - X 1 I 01 • I 1 o x i 1 ceiling tape and a min. of 1/8"per f t. i I (2)2"x6" M i I i (3)coats spackle 1 Top of Wall (slab area=approx. 650 .f.) 1 I 3 lack `�' I I & Lisa 0 I I p 1 1 1 I 3 -p I I A I pitch slab I i o A A 0 2"x10"F.J. 2"x10" F.J. A McKeon A-3 ° 1 t I A-3 A-3 103 X at 16"oc '1 1 at 16"oc(12'length) A-3 v (12'length) °'II—. III 5135 Indian Neck Lane oJ11 I I I I . Peconic, NY 0 I 11 (2)2 x6" line of fnd. — jackI I 1 g" lack wall below 22'-8" 1 5 5 „ Jurisdiction 8" I i 3 footing x15"tall i I 23'-1" i I Town of Southold footing w.#4 at 1 I 7"oc each way i 1 Top of Wall 2 Top of Wall �J 2 I i „I i "(2)2"x6'"`� I * i (2)2 x6 (2)2 x6 I i(2)2'x6 Suffolk County Dn.20" Dn.20' I 1 i jack jack jack I ----------- ------------- ---------- -------- ---- I li -- -------------------------1. +'------------------ ----- -- J (3)13/4'x 11 �/"tvl header (3)1%4'x 11 '/"Ivl header Drawn By wall mounted , wall mounted M.P. ��E footing to be a min. of 36 below grade R� ,n column above garage door opener 102 4'x4 x/4 HSS column 101 garage door opener ��. P�� ,q �I 2 �I 2 (see window/door on 4"x12"x Y2'thick base (see window/door ve schedule for specs.) plate secured to fnd. schedule for specs.) Checked By: v —t with (2)5/"dia. bolts and a 4 x8"top plate(typ. M.A.M. l 17" 9'-6" m.o. 26" 9'-6" m.o. 17" of door each side of beam) of door Job No. 3 286 0 y 24'-0" 2220 NEB 6'-2" 11'-8" 6'-2" Proposed Foundation Plan 24'-0" Sheet Title plan north Proposed Gara a Plan Foundation Plan See site plan for exact location of garage. 1/4•• = 1 •-o•• Garage Plan plan north - Details Sheet Number : I 2 LEGEND 4'-0" 12'-0" 12'-0" a' of window Wall below roof and ridge 1 2 " r-- ci 1-< e o e r I—i a r--i � .- , A02 Indicates roof pitch q r------------------- ----- -----------i v-- r MiC, h Za V Bean all ---------------- ---- -----; TT7lTT71777 -a C:"- n -,a 12 f Indicates area of double KA . �' I o 'T) ,/, IX I roof framing 11'-6" Architect ---------------- V 3" rake overhan (' Indicates post below 9 21 Main Street Stony Brook NY 11790 36 tall railing I -J ------------- I , , , XI ----- -- to code 2"x8"R.R. _________________✓ Indicates structural beam _ „ I — — ------------ -- -; I at 16"oc °, /{ a phone. 631 686-6585 r-- ------------ 1 I o I , fax. 631 686-6786 CIO IXI ✓ ,, L f/ Indicates sequence of email. MMacrina@MMArchitectAIA.com "I I roof framing 2 web. MMArchitectAIA.com ° 0 l/I 1 ' These plans are an instrument of service and are I U ✓" v rn 12 !� ° -0 I ,f � the exclusive property of the architect. ° _ I 4 / Infringements of the concepts and design ideas j I v 5 5� �/ _ ✓ presented on these drawings shall be prosecuted 1 I I I' ' N to the fullest extent of the law. Copyright 2020: °' NOTE TO FRAMER co J x ✓ O Michael Macrina Architect, pc. All rights reserved, �_________ _ brackets below __-__-_--_--___ N V' {he pexpresseart of d written colans nsent be reproduced rthe architect. 1 i 3" rake overhang 'L All overhang sizes noted on roof plan are °1 Unfinished 2"x10" R.R. 2"x10"R.R. rough framing from outside face of stud wall Drawing status b at 16"oc(18'length) — v at 16"oc(18' length) f g g 9 1 Attic N "' > U to outside face of sub-fascia and sub-rake. M ao 0: C ;n N i install 3/4" "' a i plywood subfloor l° Iss ued °w-. X. _1 I � Attic Level Window Schedule A A X X Uil l A > Model# Remarks a.� II f N end Attic Level Io i .0 12 12 A01 CW145 I 1 1 I II I 11 CW145 1 5 1 1 Y ' " 23'�1" 52" I Dates � r Exterior Window and Door Specifications 4/21/23 Issued to Building Dept. All windows&exterior doors are to be'Andersen''400'Series ' I ____ �_____ N -Low-E4 smart sun insulated glass ---------------------------------------------- ----------------------------------------------------- I ---------------- _____________________________a -Exterior color to be black -Full divided lite grilles with spacer bar as per elevations(7/8") A01 -Tru-scene insect screens r -window hardware color to be selected -interior color to be birch bark white of window -door hardware to be selected and ridge 12'-0" 12'-0" Proposed Roof Plan 24'-0" 1/4" = 1 '-0" LEGEND SYMBOL SUPPLIED BY plan north INDICATES DUPLEX RECEPTACLE 0 CONTRACTOR No. Date Description INDICATES QUAD RECEPTACLE Proposed Garage Attic Plan Project INDICATES LED RECESSED CLG. HH CONTRACTOR 1/4" = 1 .-0.. LIGHT FIXTURE plan north INDICATES SURFACE MOUNTED CLG. SM Proposed LIGHT FIXTURE Detached Garage INDICATES PENDANT CLG. LIGHT FIXTURE INDICATES LED KEYLESS CLG. LIGHT KL For FIXTURE ------------------ � INDICATES WALL MOUNTED LIGHT OWNER avier I FIXTURE j d I K I KL KL _ ° i i i i i INDICATES SURFACE MOUNTED LED SML — — ' � LIGHT FIXTURE � CONTRACTOR Fernandez 'j Up I I I II Gn INDICATES SWITCH CONTRACTOR _----------------- _______________ __ ------------ INDICATES 3-WAY SWITCH CONTRACTOR & Lisa 3 II L ;-- ------------- ! r-------- I I ----------------- - ------------ i I I L-------- LL I I HH _ — — i i _ -- -- INDICATES 4-WAY SWITCH $4 CONTRACTOR McKeon I SML SML - SML SML 1 1 I I I I INDICATES SMOKE DETECTOR SD I 5135 Indian Neck Lane KL i KL j i I i i INDICATES CEILING MOUNTED j Peconic NY I I I I I CARBON MONOXIDE DETECTOR I I I HH I i i I I INDICATES WALL MOUNTED CARBON CM I I i I l I i i I I i i r _; I 1 I Gara e MONOXIDE DETECTOR Jurisdiction I I I j I � _------ I I SOFFIT MOUNT MOTION FLOOD Town of Southold I L--- -------- I I i i I I LIGHT I I Gn GR WALL MOUNT MOTION FLOOD LIGHT pg Suffolk County 1 j conduit I I KL ; KL SML ' SML j j SML SML m — i— NOTES Drawn By: ED Unfinlished M IICA- M.P. R � A I IC I En I I 1. WHITE DECORA RECEPTACLES&SWITCHES tv�� �PE�"a q � I I � � I I I III• , i i I I i i 0 ii �� 2. CONTRACTOR TO CONSULT W/OWNER PRIOR TO Checked By: I I I I I I I I I I INSTALLATION, REGARDING ANY ADDITIONAL EXTERIOR M.A.M. underground i i MOTION DETECTOR&FLOOD LIGHT LOCATIONS. 1 KL i KL ! from house I I i i I I Job No. T� �y0 3. CONTRACTOR TO CONSULT W/OWNER PRIOR TO 2220 E ' INSTALLATION,ANY ADDITIONAL LIGHTING, POWER, CABLE, AND PHONE REQUIREMENTS AND LOCATIONS. r � Sheet Title 1 I I i i I I 4. ALL OUTLETS TO BE -38"above fnd. _ _ AIL AIL Attic Plan SML SML ------ I I —t t— GFl RECESSED LIGHT SPECIFICATIONS Roof Plan I I 11 11 - ' KL KL wall mounted ; ; wad mounted All interior recessed light fixtures are to be 'Halo' LED garage door I I garage door g - Electrical Plans opener ; ; opener H995 4" New Construction AIR-TIGHT IC Housing ----------------- ----- with RL 4"white LED trim kit module. , I '— — All exterior recessed soffit light fixtures are to be 'Halo' LED H995 3" New Construction AIR-TIGHT IC Housing with RL Sheet Number 3"white LED trim kit module. Attic Electrical Plan Garage Electrical Plan Garage surface mounted LED light fixtures to be 'Westing equuase'#63221 12 watt 6" LED flush white or approvedl. 1-k IM , _ plan north plan north 6 to of ridge - - _ _ _ _ _ _ top of ridge Flashing TI For all Horizontal Wall to Roof Intersections, } Install Aluminum Coil Flashing. ' see typical rake ° detail (same sht.) -= Tom'; For all Sloped Wall to Roof Intersections, - 1.. Install Aluminum Step Flashing. T j i-_i_= All Window Drip Caps to be Copper. typical = _ i c;- h roofing ^ 12 12 r` I TJ 1 1 r window trim 1 1n -ra (see detail 'WVV Typical Roof i n 1KA -a c, �' 1 ] __ sht.A-4 A01 g Architectural Asphalt Roof Shingles A rC h i t a, -j l = -t to match existing over lit1- I -1-� N rn typical ) ( 5 5 12 typical siding 'GAF'deck armour, continuously wrap up all adjacent 21 Main Street Stony- see am eave window trim see =�, continuous wall surfaces a min. of 12". over plywood sheathing y Brook NY 11790 I detail same sht. detail sht.A-4 c cap flashing P)""i g} I T I 1 '-T 1 1 ----------------I-----------------------------------------------------�' Jl J. +-` II -- ---- - late height (see sht. G-1) typical _ _ late height �- I - -- T- _ OL roofing 1`i_ , i - - - phone. 631 686-6585 ? Eave Protection: Install(1) Layer of Ice&Watershield fax. 631 686-6786 TU (self-adhering polymer modified bitumen sheet)from the email. MMacrina@MMArchitectAlA.com Align with Ya"tapered cap over eaves edge to a point at least 24"inside the exterior wall a 41 a door head typical siding ILJ s"x8"frieze board over line of the building. web. MMArchitectAIA.com ra k ( e /a pack out et I t. These plans are an instrument of service and are bracket see = bracket(see = Low Sloped Roof Protection(2:12 to 4:12 pitch): Install the exclusive property of the architect. ( o o Infringements of the concepts and design ideas o detail sht.A-4 I detail sht.A-4 light fixture to I (1) layer of ice&watershield over the plywood sheathing. presented on these drawings shall be prosecuted ICI a o) pi I be selected to the fullest extent of the law. Copyright 2020: I o I d a e light fixture to a Fasteners:All Fasteners are to be corrosion-resistant with Michael Macrina Architect, pc. All rights reserved, 104 103 s in be selected O I I n O I I no part of the plans may be reproduced without -0 y r al board 102 tt n 101 typical board and a minimum penetration of 3/4"into the sheathing. Use(6) the expressed written consent of the architect. a tt n , typical board di batten siding fasteners for each shingle. id g and batten siding typical board and batten siding to of fnd. wall Drawing Status _ _ _ _ _ _ _ _ _ to of fnd. wall Typical Siding L-----------------J foundation below I = I ---- ----------------------------------------- ------------ -------------------- --------- I (see fnd. plan) �� E foundation below I E I ( (see fnd. plan) Nantunket Grade'Maibec' 16"White Cedar Traditional Shingles Issue�i___________________________________________________________________________________________________________________________________________________________ice I I J installed as per the manufacturer's specifications ---------------------------------------------------------------------------------------- --T T over Henry Blueskin VP-100 air barrier membrane Pro osed Left EIevation footing below footing below over sheathing, see sheet G-1. buildil p (see fnd. plan) Proposed Front Elevation (see fnd. plan) Exposure F1 ment 1/4" = 1 '-O" t5"Exposure To The Weather e b r Finish top of ride of ridge Solid body stain,2 coats color to be selected _ _ _ _ _ _ _ _ _ to Fasteners Attachment for each shingle shall be held in place by two hot-dipped zinc-coated, stainless steel, or see typical rake detail same sht. � - aluminum nails or staples.The Fasteners shall be Dates ( ) - YIr long enough to penetrate the sheathing by a min. of 1/2"and shall not be overdriven. 4/21/23 Issued to Building Dept. _, Staples shall not be less than 16 gage and shall have a crown width of not less than 7/16", and typical I 12 12 I the crown of the staples shall be parallel with roofing the butt of the shingle. 1 1 window trim 7-, '�l � 1.1 Li (see detail •2 Installation I I = sht.A-4 The Bottom Course shall be Doubled. see typical eave detail (same sht.) 12 typical siding � � �5.5 Ilk late height _! r { }�! � late height Typical Board and Batten — kr _ ,-„-1 1'W"'Versatex'vertical battens over 1"x10"'Versatex'vertical boards w/1/2" continuous space between boards for expansion cap flashing Ya'"x 2Y2'tapered cap over Ya"x8" typical siding over ice&watershield underlayment No. Date Description frieze board over 3/"pack out o bracket(see o Project typical board and o, o, batten siding detail sht.A-4 I typical board and Exterior Trim Boards Proposed batten siding Material Detached Garage All Exterior Trim Boards are to be'Versatex'orr equal. to of fnd. wall _ _ _ _ to of fnd. wall Installation For Install as per manufacturer specifications: foundation below foundation below -Install 2 fasteners per eve framing member for trim P every 9 Ito board applications. (see fnd. plan) =E (see fnd. plan) � =E ---------------------------------------------------------------------------------------------------------------------i, ' r�---------------------------------------------------- ----------------------------------------------------- r� -Install over flat, solid substrate. Javier 1 ---------------------------- -All'Versatex'Joints are to be Glued with'Versatex' --� �-------------------------------------------------------------------------------------------------- adhesive footing below g Proposed Right Elevation (see fnd. plan) -Utilize 316 rade stainless steel fasteners where Fernandez Pro osed Rear Elevation necessary p -Cortex screw and plus fasteners for all fascia, rake,frieze and window trim. & Lisa Typical Sizes: overhang A-4 S1 •Fascia Board-1"x3"trim board over 1"x8"fascia board C Ke o n (see roof plan) •Rake Board- 1'W"trim board over 1"x8"rake board sheathing •Frieze Board under eave-%'W"over%"pack-out (see sht. G-1) _ _ _ _ _ _ _ _ _ top of ride •Frieze Board under rake- 1"x6"over Y4'pack-out 5135 Indian Neck Lane \,-,-_�roof rafter • • ridge board •Window Casing &Sill (see detail, sheet A-4) Peconlc, NY Typical Roof Shingles Overhang see roof Ian see roof plan ( P ) •Soffit-Versatex'Y2'x 6"headboard soffit typical roof shingle roof rafters -run parallel to house under all flat eaves Ice&Watershield Underlayment ice and water shield (see roof plan) -run perpendicular to house under all sloped rake overhangs Jurisdiction Man Door verhang underlayment 12 - bead board catnOvas series 4 (WP ) Town of Southold 11 FF77 12 -color:Walnut trim board I� 'h 11 Suffolk County ,. ., ripped 2"x8"subfascia (see sht.A-3) double 2 x6— `:, � - � , �:E--window(see top plate ! S2 „ li i attic plan) S2 Gutters Drawn By: A-4 Unfinished ( ,l -` -Ji A-4 MP ED install 3K' Roof Rafter rake board Attic plywood subfloor All Gutters are to be 6"Half Round Aluminum & � (see sht.A-3) All Leaders(downspouts)are to Round Aluminum. Checked By: zP I� fin - N -- trim board cv \ (see sht.A-3) % - --= -- j _ _ _ late height M.A.M. soffit board 12" J foundation plan) ceiling joists Job No. v 28 �- - s--- _ N to v - ( ) (see garage plan)"' J (see garage plan) overhang 2220 O �1 facia board frieze board see sht.A-3 9 window hdr. s F11N>< (see sht.A-3) (see sht.A 3) I I, I�—steps behind soffit(see I ;--- (see garage plan) Sheet Title sht.A-3) ':' - gutter s „ � I� 'i� framed wall = see sht.A-3 /a pack-out 36"min.tall (see garage plan) I frieze board ( ) window(sce L i:,: railing to code a,(see sht.A-3) ( garage plan) ( Garage Elevations staircase see %"packout garage plan) (see sht.A-3) P.C. slab(see Section typical siding foundation wall _ foundation wall P ) foundation Ian (see sht.A-3) (see fnd. plan) 1- (see fnd. plan) t of fnd. wall Exterior Specs typical board and batten - - - - o siding(see sht.A-3) 1 I I - - I .E A-1 l I A-1 to Sheet Number : footing below(see footing below(see , T i ca I Eave D eta i I T i ca I Rake D eta i I �` ) foundation plan) foundation plan) Yp : 3" Section ection .._O- 3" _ 'I '-O'• - -1/4" _ 1 '-O" full-height blocking Braced Wall Panel Construction Assembly additional framing continuous along length member directly above continuous rim Table R602.10.4 of the 2020 RCNYS continuous rim braced wall panel full-height blocking Z or band joist of braced wall panel STRAPPING DETAILS or end joist at 16"o.c.along braced wall panel perpendicular framing toe Method CS-WSP: (continuously sheathed wood structural panels) -nail 3-8d nails at 8d at 6"o.c.along IL 8d at 6"o.c.along 8d at 6"o.c.along each blocking member 8d at 6"o.c.along Exterior sheathing(min. 1/2"plywood)attached with 8d common nails(0.131"shank x 2.5"long) braced wall panel braced wall panel braced wall panel braced wall panel at 6"oc at the edge and 12"oc in the field and Interior gypsum board attached as per table I SIMPSON STRONG-TIE required uplift force as per 602.3(l)with 1-1/2"galvenized roofing nails or 1-5/8"screws type W or S at 7"oc at the edge 'CS20' Coil Strap table R802.11 of the 2020 braced wall panel braced wall panel braced wall panel braced wall panel braced wall panel and in the field. (see details,this sheet) over every rafter RCNYS = 182 pounds 3-16d at 16"o.c.along 3-16d at each 3_16d at 16"o.c.along 3-16d at 16"o.c.along Method GB: sum board each side M i 3-16d at 16"o.c.along brad waif panel blocking member braced wall panel braced wall panel (gyp _e braced I braced wall panel W Gypsum Board fastened at 8"oc at the edge and in the field for nails and 16"oc for screws. (3) 8d Nails 4 perpendicular framing Nails to be 13 ga. 1-3/8"long 19/64"head, 0.098"dia., 1-1/4"long annular-ringed, 5d coolers or - -a C� ri n -a 9 2-16d nails each side 16F continuous rim full-height blocking gypsum board nails 0.086"dia. x 1-5/8"long 9/32"head. Screws to be 1-5/8"type W or S. -RIDGE (3) 8d Nails to rafter NA . continuous rim additional framing (5) 861-1/2" Nails or end joist member directly above full-height blocking or band joist continuous along length BOARD rc h i te� ct L braced wall panel at 16"o.c.along of braced wall panel Method GB on exterior walls-specified drywall on interior side with typical plywood sheathing braced wall panel on exterior side fastened as per typical nailing schedule. 0 (2) 861-1/2" Nails FIGURE R602.10.8(2) FIGURE R602.10.8(1) ROOFROOF to plates 21 Main Street Stony Brook NY 11790 BRACED WALL PANEL CONNECTION WHEN BRACED WALL PANEL CONNECTION WHEN Method CS-PF: RAFTER RAFTER SIMPSON STRONG-TIE PARALLEL TO FLOOR CEILING FRAMING PERPENDICULAR TO FLOOR CEILING FRAMING To be constructed in accordance with figure 602.10.6.4 (see detail same sheet) 112A at each rafter (575 pounds) phone. 631 686-6585 (5) 8dxl-1/2" Nails fax. 631 686-6786 ')MMArchitectAIA.com to stud email. MMacrinaC typical siding Rafter to Rafter Roof Rafter to Plate web. MMArchitectAIA.com ;r Sheathing Joint Note Connection Detail These plans are an instrument of service and are S1 S2to Wall Stud Detail BWL 1 BWL 2 the exclusive property of the architect. typical sheathing Infringements of the concepts and design ideas presented on these drawings shall be prosecuted to the fullest extent of the low. Copyright 2020: All Vertical Sheathing Joints are to occur over studs. plate Michael Macrina Architect, pc. All rights reserved, ice&watershield underlayment to overlap Gap flashing (4) 8d Nails no part of the plans may be reproduced without \V If cripple studs are utilized over 4'-0" 16'-0" 4'-0 Horizontal joints in a braced wall panel are to occur the expressed written consent of the architect. continLIOUs aluminum cap offset spacing between BWL 1-2 offset header,then provide one CS18 flashing, color to match trim over and fastened to TxT horizontal blocking strap torn top plate to cripple stud header &from cripple stud to header L-::_ tapered cap Drawing Status (8) 8d Nails Q (8) 8d Nails (see sheet A-3) End condition#1 as End condition#1 as 3.0'wide B.W.P 3.0'wide B.W.P CUT per figure R602.1 O.i\, per figure R602.10.7 LENGTA method CS-WSP method CS-WSP (8) 8d Nails Braced Wall Legend : of the RCNYS of the RCNYS frieze board X SIMPSON STRONG- TIE 'CS18' Coil Strap (see sheet A-3) over every jack & king stud Is sued i 3.0'wide BNV.P�-� _____-3.0'vvide B.W.P [1-5-21- 0- indicates spacing between braced wall lines SIMPSON STRONG-TIE ■ method CS-WSP b method CS-WSP 'CS20' Coil Strap 50% 5/4"blocking over every stud (8) 8d Nails 0 Buik) 111 , M N ag (1,030 pounds) ---- -- Indicates braced wall lines Y Provide strap for r" et typical board and each jack stud when epart n batten siding ------------ C0 - (8) 8d Nails- multiple jack studs are required r--------- L--------- Indicates braced wall panel rim joist In U B.W.P. Braced wall panel (8) 8d Nails Board & Batten Dates , Braced wall line intersection Gable Stud Wall A Jack Stud at Trim , & Frieze Detail � 3to Wall Stud Dtl. S"t Header Opening 4/21/23 Issued to Building Dept. 3" =Z .1 .-0.. Indicates holiddown M _J I ' 1SIMPSON STRONG-TIE L------------- 3: SP1 over every stud ( I l ( I ca (1,030 pounds) CD a) Versatex'- Garage Plan Braced Wall Calculations (D CONNECTION OF MULTIPLE PIECES 5/4"x4"head Garage I 1 -0 D r 17- OF TOP-LOADED BEAMS(1) casing 3.0'wide B.W.P----_ ____-3.0'vvide B.W.P 0) Schedule as per 2020 RCNYS, section 602.10 0) (6) 10d Nails method CS-WSP method CS-WSP C: 0 Code e 11%"Width Pieces: M Braced Wall Line I A B 1 2 p\ ,,e CL Section 60- Minimum of 3 rows 10d(Y x 0.128")inails at 12"o.c. Cn 4\ Bracing Method table CS-PF CS-WSP CSWSP CSWSP Minimum of 4 rows 10d(Y x 0.128")inails at 12"o.c. - - 602.10.4 for 14"and deeper beams Min. Panel Len gth table --- • If using 12d%4")or larger nails,the number No. Date Description 602.10.5 16" 27" 27" 27" of nailing rows may be reduced by one. Braced Wall Line Spacing per 22' 22' 16' 16' Project plan I 3Y2"Width Pieces: foundation table Required Bracing Length 4.4' 4.4' 3.4' 3.4' 11 o Minimum of 2 rows Y2" bolts at 602.10.30) 24"o.c.staggered Propo s e d < (4) 10d Nails (1)Load must be applied evenly across entire Versatex' table beam width.Otherwise,use connections for side loaded beams. _J Wind Adjustment Factors 602.10.3(2) 5/4"x4" side ------ I Additional nailing or bolting,maybe Detached Garage casing ---- -- Wall Stud to Sill Plate C0 1. Exposure category 1.00 1.00 1.00 1.00 S5at Garage Wall required with side-loaded multiple-member 2. Roof eave to ridge height 1.30 1.30 1.30 1.30 beams.Refer to current product literature. For Cn 3.0'wide B.W.P77-�l _-3.0'wide B.W.P - _4-- 3. Wall height 1 .95 .95 .95 .95 method CS-WSP I method CS-WSP 10 4. Number of BWL per direction 1.00 1.00 1.00 1.00 _J 5. Additional holdclowns n/a n/a n/a n/a End condition#1 as End condition#1 as 6. Gypsum omitted n/a n/a n/a n/a J av ie r 'Versatex' per figure R602.10.7 1.6'wide B.W.P 2.6'wide B.W.P 1.6'wide B.W.P per figure R602.10.7 FASTENING SCHEDULE : Table R602.3(l) of the 2020 RCNYS historic sil I of the RCNYS method CS-PF method CS-PF method CS-PF of the RCNYS 7. Gypsum board fastening n/a n/a n/a n/a NOTE. This schedule does not include nailing for metal framing straps(#VERHS02) (see section for strapping and requirements section for rough Fernandez average adjustment factor 1.10 1.10 1.10 1.10 opening framing requirements). All nailing Is a general specification it applies unless noted otherwise. Typical Window Adjusted Braced Wall Length 4.8' 4.8' 37 37 Joint Description FNI.of Nail, Nail Spacing & Lisa Braced Wall Plan ROOF &CEILING FRAMING Trim & Shutter Detail -1/4" .1 .-0.. Bracing Length Provided 5.8' 6.0' 9.01 9.01 Rafter to Top Plate (toe-nail) (3) 10d common Per Rafter 3/4" = 1 '-0- Ceiling Joist to Top Plate (toe-nail) (3) 8d common Per Joist cKeon 1: plan north Compliance (pass/fail) pass pass pass pass Ceiling Joist to Parallel Rafter (face-nail) (6) 16d common Each Lap Ceiling Joist laps over Partitions (face-nail) (3) 8d common Each Lap 5135 Indian Neck Lane Collor Tie to Rafter (face-nail) (3) 10d common i Each End Peconic, NY Blocking to Rafter (toe-nail) (3) 8d common Each End -extent of header with double portal frames(two braced wall panels) Rafter to Ridge Board (end-nail) (2) 16d common i Per Rafter Jurisdiction -extent of header with single portal WALL FRAMING frame(one braced wall panel) Top Plate to Top Plate (face-nail) (2) 16d common 16" oc Town of Southold --2'-18'finished width of opening Top Plates at intersections (face-nail) (4) 16d common Joist-Each Side pony wall for single or double portal Stud to Stud (face-nail) (2) 16d common 24* o.c. Suffolk County height min.YxIl 1 Y4"net header steel RIDGE Header to Header (face-nail) 16d common 16"o.c. Along Edges I header prohibiteJ if Y2"spacer is L FILLER BLOCK Top of Bottom Plate to Stud (end-nail) d.... used,place on back-side of header tension strap per table 5V r I Bottom Plate to Floor Joist, Band Joist, Drawn By: rnaR602.10.6.4(on opposite side -6- Per Foot 3' (2) 16d common of sheathing) ATTIC End Joist, or Blocking (face-nail) M.P. fasten king stud to PLATE :N ONE 16d if needed,panel splice edges header with 6 16d FLOOR FRAMING i \-.fasten sheathing to header with 8D common or galvanized box nails in 3"grid pattern as shown shall occur over and be nailed sinkers TO FILLER Checked By: 7/1' to common blocking over and BLOCK '-THREE 16d TWO 16d Joist to Sill Top Plate or Girder (toe-nail) (4) 8d co imon Per Joist be nailed to common blocking-header to jack-stud strapper table R602.10.6.4 within the middle 24"of the fasten top plate to TO FILLER Bridging to Joist (toe-nail) (2) 8d common Each End M.A.M.- header with two rows on both sides of opening apposite side of portal-leg height.One row of BLOCK Blocking to Joist (toe-nag) (2) 8d common Each End X_ Z sheathing(3,225#min.rated strap) 3"o.c.nailing is required in of 16d sinker nails at BLOCKING 2 BAYS �3 0 3"o.c.typ. BACK @ 48 o.c. 16d (3) 16d common Each Block Job No. 1286 U each panel edge Blocking to Sill or Top Plate (toe-nail) Z STAGGERED Ledger Strip to Beam (face-nail (3) 16d common Each Joist N El 2220 min.double 2x4 framing covered with min. thick _J typical portal frame construction SECOND FLOOR 12"O.C.o wood structural panel sheathing with 8D common or 16d 12"O.C. E min.7/16"wood < Joist to Ledger to Beam (toe-nail) (3) 8d common Per Joist galvanized box nails at 3"oc in all framing(studs, VERTICAL TO SPACER X - 3:: blocking and sills)typical min.double 2x4 post(king and structural panel Band Joist to Joist (end-nafl) (3) 16d common Per Joist Sheet Title E jack stud).number of jack studs sheathing Ca STUD iv min.length of panel per table R602.10.5 per table R602.7(1)and(2). C:) LLJ STAGGERED Band Joist to Sill or Top Plate (toe-nail) (2) 16d common Per Foot I I % Mfr: Prowood market.com ROOF SHEATHING Model# 13T2 WALL BLOCKING 2 BAYS .,----THREE 16d Fill Void with Structural Panels (see zone diagram) Strapp'g Details min reinforcing of foundation,one#4 bar top Finish: Smooth BACK @ 48" o.c. 10d TOE- TO FILLER Rigid Insulation STUD and bottom of footing.Lap bars 15"min. Species: Western Red Cedar NAILED BLOCK Prior to Sheath'g Interior Zone ad common 12" o.c. TO SOLE Perimeter Zone 8d common Exterior Details 4 FIRST FLOOR 6* o.c. 4 This bracket is to be ordered SHOE Gable Wall Edge Zone 8d common as a structural bracket CEILING SHEATHING min.footing size under opening is 12"xl 2".A turned Braced Wall Plan down slab shall be permitted at door openings. Section Gypsum Wallboard 5d coolers 17" Edge / 10" Field L min.(2)%"diameter anchor bolt installed per section R403.1.6 with 2'W")0/16"plate washer SHOE WALL SHEATHING BLOCKING 2 BAYS __V Front Elevation BACK 0 48" O.C. Structural Panels 8d common 16* Edge / 12* Field Sheet Number Bracket DetailGarage Door Portal Openings 8d common I Yoc into all framing call exterior Gypsum Wallboard 5d coolers 1 7* Edge /7" Field AM FIGURE R602.10.6.4 exterior corner post Detail of intersection • METHOD CS-PF - PORTAL FRAME PANEL CONSTRUCTION not to Gable Wall Blocking Dtl Detail c:,f typic�;al not to FLOOR SHEATHING (Subfloor) not to scale not to scale Structural Panels 1" or Less 8d common 6" Edge /12* Field Greater than 1 10d common 6" Edge /6" Field