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HomeMy WebLinkAbout47939-Z 0.1% F07 f Town of Southold , 8/19/2024 a y� P.O.Box 1179 0 53095 Main Rd �A oo� }' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45466 Date: 8/19/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 550 Cedar Point Dr E, Southold SCTM#: 473889 Sec/Block/Lot: 90.-2-16 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/5/2022 pursuant to which Building Permit No. 47939 dated 6/9/2022 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: alterations and additions, including unheated sunroom and covered deck to existing single family dwelling as applied for. The certificate is issued to Danilczyk,William&Maureen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47939 6/5/2024 PLUMBERS CERTIFICATION DATED rature A o ' pF SOUr��l Town Hall Annex Telephone(631)765-1802 54375 Main Road , P.O.Box 1179 �o sean.devlin(D-town.southold.ny.us Southold,NY 11971-0959 0 COUNT`1,�1c� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: William Danilczyk Address: 550 Cedar Pt Dr E city,Southold st: NY zip: 11971 Building Permit#: 47939 Section: 90 Block: 2 Lot: 16 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Home Owner License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 7 Ceiling Fixtures 6 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 1 Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 6 4'LED Exit Fixtures Sump Pump Other Equipment: (1) 115Arc Fault Breaker, 100A Lockout Breaker in Basement Sub Panel for Tesla CarCharger Notes: Four Season Room & Tesla CarCharger Inspector Signature: Date: June 5, 2024 S.Devlin-Cent Electrical Compliance Form o�SUFFoi,r�o TOWN OF SOUTHOLD BUILDING DEPARTMENT co yz TOWN CLERK'S OFFICE AMENDMENT SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 47939 Date: 6/9/2022 Permission is hereby granted to: Danilczyk, William PO BOX 200 Southold, NY 11971 To: Construct deck and unheated sunroom addition to.existing single family dwelling as applied for. 12-5-22 AMEND Permit: Covered porch in place of sunroom addition. *4/11/2024-AMEND_P_ermiit: Entry seasons room and covered deck as per plans. At premises located at: 650 Cedar Point Dr E, Southold SCTM # 473889 Sec/Block/Lot# 90.-2-16 J Pursuant to application dated 5/5/2022 and approved by the Building Inspector. To expire on 12/912023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $368.00 CO-ADDITION TO DWELLING $50.00 ELECTRIC $90.00 AMENDMENT TO PERMIT` $6—.-I Total: $576.00 Building Inspector o�SUFFotK�o TOWN OF SOUTHOLD �� Gy BUILDING DEPARTMENT TOWN CLERK'S OFFICE ay • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47939 Date: 6/9/2022 Permission is hereby granted to: Danilczyk, William PO BOX 200 Southold, NY 11971 To: Construct deck and unheated sunroom addition to existing single family dwelling as applied for. i►2=5=22 AMEND-Permi_t:;Covered porch in place of sunroom addition. At premises located at: _ 550 Cedar Point Dr E, Southold SCTM # 473889 Sec/Block/Lot# 90.-2-16 Pursuant to application dated 5/5/2022 and approved Eby the Building Inspector. To expire on 12/9/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $368.00 CO-ADDITION TO DWELLING $50.00 Total: $418.00 Building Inspector �o�suFFY Q k o TOWN OF SOUTHOLD �y BUILDING DEPARTMENT y g TOWN CLERK'S OFFICE "o SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47939 Date: 6/9/2022 Permission is hereby granted to: Danilczyk, William PO BOX 200 Southold, NY 11971 To: Construct deck and unheated sunroom addition to existing single family dwelling as applied for. At premises located at: 550 Cedar Point Dr E, Southold SCTM # 473889 Sec/Block/Lot# 90.-2-16 Pursuant to application dated 5/5/2022 and approved by the Building Inspector. To expire on 12/912023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $368.00 CO-ADDITION TO DWELLING $50.00 Total: $418.00 Building Inspector OE SO(/TyO� # # TOWN OF SOUTHOLD BUILDING DEPT. • ,o °ycou 631-765-1802 1 NSPECTION [ -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 REMARK • Z T `(J , DATE INSPECTOR J OF SOUTyo� TOWN OF SOUTHOLD BUILDING DEPT. 77 �o • �� `ycouHne�' 631-765-1802 IN.SPECTION [ ] F UNDATION 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: 6k, OL to DATE 3- 30��� INSPECTOR OF SOUTyo�` 1 cclle " * TOWN OF SOUTHOLD BUILDING DEPT. °ycourm,��' 631-765-1802 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: -L4 cA s ��o Ox DATE INSPECTOR SOUlh�6 TOWN OF SOUTHOLD BUILDING DEPT. `yco 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F UNDATION 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�/(Of ]' RENTAL MARKS: vUvm 6-, %mDleg Y, DATE INSPECTOR OE SOUIyOIo * # TOWN OF SOUTHOLD BUILDING DEPT. courm��` 631-765-1802 INSPECTION [ /FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 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 REMARK4-nit', bait'- () DATE �� �3 Y INSPECTOR 1 _ OF SOUK°� # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION/CAULKING [ ] -FRAMING/STRAPPING [ t FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION j ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO [ ] PRE C/ [ ] RENTAL REMARKS 0 0J. 4 all V/ Aa r P�f . DATE 1 1770 INSPECTOR / OF Sogr,� - - # # TOWN OF SOUTHOLD. BUILDING DEPT. `yCou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: es ) r�1 �4 /„mac GG DATE o INSPECTOR i r A M P Architecture Address:10200 Main Road,Unit 3A,PO Box 152,Mattituck NY 11952 Phone:(631)603-9092 Design +Build November 22,2022 i , ilk v i D Re: Danilczyk Residence N 0 V 2 2 2022 550 Cedar Point Dr Southold NY 11971 g` ,' PEE ' • To Whom It May Concern, Enclosed please find 4 copies of updated plans. Sunroom walls were removed to turn it into a covered porch and vestibule left intact. Please contact our office if you have any questions. Thank you, Jess Magee. r 1 Page 1 of 1 t AMP Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build March 21, 2024 TO:Southold Building Department 54375 NY-25, Southold, NY 11971 Danilczyk Property:S50 Cedar Point Dr,Southold NY 11971 SCTM#1000-90-2-16 Accompanying this Narrative are revised drawings submitted to clarify the scope of work that has been done. The proposed covered deck and roof has been extended as well as the unheated sunroom has had a cantilevered bump out added to the front elevation. Revised sheets include the following: G-001.01—Updated Plot Plan and Lot Coverage Chart A-101.01—Revised Floor Plan, Foundation Plan,and Roof Plan showing the enlarged covered porch and bump out at sunroom. A-201.01—Revised Elevations and Sections for Roof Pitch modifications and new hipped roof at sun room and covered porch.. All Revisions have been clouded on the plans for clarity. Please feel free to contact our office if you have any further questions. Thank you, Anthony Portillo, RA, LEED AP Principal AMP Architecture, PLLC - n, A A �_.: PR 5 2024 Page 1 of 1 `!` "'may=• q Man 6.�411-7 3 _ Q02PAF ___ gly , ,. 0a MAI C Handle Padlock Attachment _ . Aditamento de candado Para palanca m Accessoire de cadenas pour manette o O Used on/Utdizado enlUtilise sur: s m r LISTED 4 )'Circuit Breaker/nterruptor AutomAtico/Disioncteur C.O. Acc. 2 p 10-125 A 52H4 3 P 10-100 A GO 49226 62 22171 Assembled in MX with MX b Foreign Parts 'also 1 49226 9 SQUARED f•• r � ;� � rr` a' „., ci r � If ■II ,n 1 I i .x". �� �. �~_ ------_. t � � �is �w. i � � �. M- ._� A _. 1��. 1�..�+.................-�,�, , �, � _ � .� #, �42. .. - ._ ' _ .�._ �__T'� I II �- - i i ' 1. I I I ! � 'd �I) e ii`" rt � 'Ste, �' i :� ,� /� Y 1 /. /� l�; ,/. A, ti `� } 4 f; * . y P 1 ' I `- �''� •F}r l w.`. s\ y,. j � 'tip'`�^� f FIELD INSPECTION REPORT DATE COMMENTS , ID FOUNDATION(1ST) ►- y G *7 ------------------------------------ 3� a3 Dt o !>k A it. 01-6 FOUNDATION(2ND) � I � y � 1 ROUGH FRAMING& . PLUMBING Ql y �0 0 � INSULATION PER N.Y. STATE ENERGY CODE v J 'yf i Vl O J o -�- 9 �- FINAL ! t w U . 4 ADDITIONAL COMMENTS (o- 15-22 pcl C +BP - IF• DO f6C# I0 a *KZ4L� eoV d1 a.ee, a 0 .aV AMxAd At' SMA941919 eovze-x� Jew S 07 5S -!b y I a� T u- . -ee s C o.L G Re.l d �o z b y TOWN OF SOUTHOLD—BUILDING DEPARTMENT w x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 hgps://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ® C PERMIT NO. Building Inspector: ?J�— MAY O 5 2022 ID 'Applications and forms must be filled out in their entirety.Incomplete BUILDING DEPT TOWN OF SOUTHOLD applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:04/27/2022 ,OWNER(S)'OF PROPERTY: Name:Maureen Danilczy_k _— SCTM#1000-90-2-16 Project Address:550 Cedar Point Dr East Southold NY 11971 Phone#:631-682-8414 Email:mdanilczyk@gmail.com Mailing Address:550 Cedar Point Dr East Southold NY 11971 CONTACT PERSON: Name:Michelle Sarabia AMP Architecture Mailing Address:10200 Main Rd Unit 3A Mattituck NY 11952 Phone#:631-603-9092 Email:msarabia@amparchitect.com DESIGN,PROFESSIONAL INFORMATION: Name:Anthony Portillo AMP Architecture Mailing Address:10200 Main Road Unit 3A Mattituck NY 11952 Phone#:631-603-9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure [--]Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: DOther Proposed Front Deck and Insulated,Non Heated Sunroom $ o Will the lot be re-graded? []Yes RNo Will excess fill be removed from premises? ❑Yes ®N 1 J PROPERTY INFORMATION Existing use of property:Single Family Residence Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_40 C this property? ❑Yes 8Na IF YES, PROVIDE A COPY, D,,thecR Box After Reading: The owner/contractor/design professional is responsible foi all drainage.and storm water issues as provided by. Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other_applicable Laws,Ordinances or Regulations,for the construction of buildings; additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, ,housing code and regulations and to admit authorized inspectors on.premises and in building(s)for necessary Inspections.False statements made herein are . unishable as a Class A misdemeanor pursuant to Section 210.4S of the New York State Penal Law. Application Submitted By(print name): Yyl _ N�� (� ❑Authorized Agent kowner Signature of Applicant:k Date: a O STATE OF NEW YORK) SS: COUNTY OF SLR-�(�ZjI ) Qrn (� I I CZ being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the 0U_)Yye', (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 -rh 5 day of Ma 20?2 Notary Public TRACEY L. DWYER PROPERTY OWNER AUTHORIZATIONIOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 (Where the applicant is not the owner) QUALIFIED IN SUFFOLK COUN COMMISSION EXPIRES JUNE 30,ZaQ I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Glenn Goldsmith,President ®F so Town Hall Annex A. Nicholas Krupski,Vice President ,�®� ®�® 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 C®UNV BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 10115A Date of Receipt of Application: April 4, 2022 Applicant: Maureen Danilczyk SCTM#: 1000-90-2-16 Project Location: 550 Cedar Point Drive East, Southold Date of Resolution/Issuance: April 13, 2022 Date of Expiration: April 13, 2024 Reviewed by: Elizabeth Peeples, Trustee Project Description: Proposed 217 sq. ft. (15.4'x14.1') enclosed sunroom; proposed 50 sq. ft. (10'x5') vestibule; and a proposed 111 sq. ft. (14'x8') wood deck; proposed drywell. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by AMP Architecture LLC, received on April 4, 2022, and stamped approved on April 13, 2022. Special Conditions: None Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. 1�k 4", — Glenn Goldsmith, President Board of Trustees Glenn Goldsmith, President QF SU�r Town Hall Annex °`` 54375 Route 25 �. A. Nicholas�Krupski;�1"ice President �� O�Q P.O. Box 1179 Eric Sepenoski l Southold,New York 11971 Telephone(631) 765-1892 Fax(631) 765-6641 f COUNiy,� AUG 1 6 2024 BUILDING DD.EPT, BOARD OF TOWN TRUSTEES TOWN 3F SOOUTR®I 7 TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #2164 C Date: August 5, 2024 THIS CERTIFIES that the construction of a 217 sq. ft. (15.4'x14 l")enclosed sunroom• 50 sq ft. (10'x5')vestibule; and a 111 sq ft (14'x8')wood deck; and installation of a drywell At 550 Cedar Point Drive East, Southold Suffolk County Tax Map#1000-90-2-16 Conforms to the application for a Trustees Permit heretofore filed in this office Dated April 4,2022 pursuant to which Trustees Administrative Permit#10115A Dated April 13,2022,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a 217 sq. ft. (15.4'x14.1') enclosed sunroom; 50 sq. ft. (10'x5')vestibule-, and a 111 sq ft (14'x8')wood deck; and installation of a drywell. The certificate is issued to MAUREEN DANILCZYK owners of the aforesaid property. 141.- " Authorized Signature �SufFa(�C BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD C x Town Hall Annex- 54375 Main Road - PO Box 1179 ,o� • Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr southoldtownny.aov- seand(cl-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 8/17/23 Company Name: William Danilczyk Owner Electrician's Name: William Danilczyk Owner � License No.: Elec. email: Elec. Phone No: ❑1 request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: William Danilczyk Address: 550 Cedar Point Drive East Cross Street: Lakeside Drive South Phone No.: 631-682-8647 Bldg.Permit#: 47939 ;email:wjdaniiczyk@gmail.com Tax Map District: 1000 Section:90 Block: 2 Lot:16 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Installed outlets and lights on unheated porch. Installed outlets and light on covered deck. Moved door bell. Square Footage: 1300 Circle All That Apply: Is job ready for inspection?: YES❑ NO R]Rough In ❑ Final Do you need a Temp 'Certificate?: ❑ YES❑ 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 # Underground Laterals M 1 2 H Frame M Pole Work done on Service? Y DN Additional Information: Outlets and lights installed by homeowner using existing service.. PAYMENT DUE WITH APPLICATION qu g`z AII PERMIT 9 Address: Switches Outlets G FI's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven WAD Smokes DW Mini Arbon Micro Generator =ombo Cooktop Transfer aC AH Hood Service Amps Have Usec -pedal :omments ��SUffO(,I.�O BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD =` Town Hall Annex- 54375 Main Road - PO Box 1179 00 Southold, New York 11971-0959 4% ` p�� Telephone (631) 765-1802 - FAX (631) 765-9502 .� rogerr southoldtownn ..gov - seand(aD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 8/17/23 Company Name: William Danilczyk Owner Electrician's Name: William Danilczyk Owner License No.: Elec. email: " Elec. Phone No: ❑1 request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: William Danilczyk Address: 550 Cedar Point Drive East Cross Street: Lakeside Drive South Phone No.: 631-682-8647 Bldg.Permit#: 47939 email:wjdanilczyk@gmaii.com Tax Map District: 1000 Section:90 Block: 2 Lot:16 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Installed outlets and lights on unheated porch. Installed outlets and light on covered deck. Moved door bell. Square Footage: 1300 Circle All That Apply: Is job ready for inspection?: YES ❑ NO Rough In Final Do you need a Temp Certificate?: ❑ YES ❑ 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 # Underground Laterals 1 FJ2 H Frame Pole Work done on Service? Y RN Additional Information: Outlets and lights installed by homeowner using existing service.. PAYMENT DUE WITH APPLICATION PERMIT# Address: I Switches { Outlets GFI's SurfacekA Sconces H H's UC Lts Fridge HW POOL Panel Fans Mini Fr. W/D Pump Exhaus Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Water Bond Carbon Micro GrbDis fights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc r Cooktop MinispIit Blower ,.ombo AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments o L.,AkU� 12 r SURVEYED FOR: WILLIAM & MAUREEN DANILCZYK L4AT;ED�AT: BAYVIEW,T/O SOUTHOLD,SUFF.CO.NY. LC�T ���1�0;6 {�} •• M1P QF "CEDAR BEACH PARK" MAf? 9,Q -10.00-90-2-16 SCALE: 1 "=30' w, e DRYWELL CALCS. ry r'.0 �� \ 1,091sf(.167)=183cf/42.24=4.3'ht.Req. /a� Ss SOa� Provide; /Q (1)8'dia.x10'dp.Drywell=422 cf. o % 3 r`�20'� '•� � NOTE: M � rot• T c�eJ40 4s All proposed structures shown with dimensions and.property line setbacks °j are as per owner and/or Architect / ,a N design. •` r W O � �p� � r��A O o 10.2 ll e1,9.0 21.1 ?\ \" 2 ROpOs 8 ell ea gravel 12d flo e0 0 k 10, Addit,? Or rYWellist Q l ao a /c4bedrtio�t0la bser 9orl Cover Q.4aldoto ) o �;y r / e1.120 tr r A ��t' ID rD W0 °'deck O , 2 8hr. 5 :` = 17.T O 1 S'rORYC, ro ei 11 g / Z e t OW, N x45 O m enclosed / Z O •;.. porchco © GAR / el1j33 f / 3 S TEST HOLE de e�118 x 9/16/2013 °kab0ye r Co ,#�/ TOPSOIL Q , 0.5(0) c .j BROWN -- stone& CLAYEY LOAM ConcJet.Wa11 3/ 1,0{OL) to.W,ei.1Q.8 ' SO 'o'We. .8 / BROWN CLAY c tWall 2.0(CL) 10.w.e17,8 / b•O-W,04,8 GREY CLAY Wood ret.watt / 2.0(CL) p t 0•W-el-4,0 GREY N b'O W.el.1s SANDY CLAY 2.0(CL) M IV HIG WA7ef2 SAND& 013 d 10%GRAVEL HIGH WAZens2 2.5(SW) i 89 N 75 43'33 10.0+-WATER ENCOUNTERED L/TT��PE 99.gg Rev.3-11-2ol6 aNlC Qq y FILE# 49232 co 4 //N WILLIAM R.SIMMONS 3RD.L.S.P.C. 128 CARLETON AVE, EAST ISLIP,NY,11730 °may No. 9237 y�A: PH 631-581-1688 FX 631-581-1691 fC LAND `� DATE:912312013 SCALE:1"=30' DRAWN BY:E.S. I G SITE FLAN HATCH KEY, a F 5G3°122Op D A p p A I ® PROPOSED BUILDING ADDITION 1 EL•2b GATGH BASIN " UILI PROPOSED ACCESSORY STRILNRE Mf 11 ` r I ® PROPOSED 2ND STORY SUNROOM Q W Y 1 E ®ANILCZ II - r � fE z '� DRYYELL/DRAINA6E STRVLNRE NOre� Q x"i -- I1 EL=4.2' A MINIMUM 10'SEPARATION 15 F �Y REONRED�TWEEN WATER SERVILE LINEILATERALSMAINS/SEPTIC/LEAGHI 0 Q STORM6NATE CRAIENAE6pLEALHINB PROJECT SCOPE: PAOE KEY: a M� TRULi4eig5 Y a m o I Z 1 I LEADER Nore• Q-OO�.00 PROJECT LOCATION&SCOPE colarELT AU LEADERS LDMINs - PROPOSED INSULATED, NON-HEATED SUNROOM 8 VESTIBULE SITE PLAN&ZONING DATA = O FROM 6UREfiS TO 1@AREST Z D: DRYWeu. ADDITION. ¢ W J ° - PROPOSED FRONT DECK 6-002.00 GENERAL NOTES j a O b NT se ENERGY TABLE J a)a�-I STRUCTURAL DESIGN CHARTS Z y g EXIST. PROJECT DATA: QZ N I FR. G-005.00 HOLDOWN,ANCHOR BOLT, LL w co I I 41 SHED I STRAPPING,&NAILING DETAILS ti= I 21.r I I FASTENING SCHEDULE o g o EL=QD' 1 1 �`YTA I 1 1 I C:OJEGT9I DATA/Z1 - - . ,_- - G-QQ� ,QQ FRAMING GRAPHICS , (l� I TAX MAP a 1000-90-2-I6 BEAM CONNECTION PATTERNS `UTIL.j I FIREBLOCKING DETAILS �F)POLE 1 I 1 ZONING DISTRICT R-40 G H- II I A-IOI.00 PROPOSED PLANS w I I LOT AREA O.7 ACRES I GDIO-RESIDENCE(EXISTINS) Z-9562;Ob/20/1979 APPROVED PPROVED BY ~ U 1 - EXIST) I 1 L CotO-PORCH S ROOP DECK Z-172B9;09/13/1986 cfO-ADDITION A ATTACHED A-201.00 SARASEZ-16366;09 3 989 PROPOSED SECT OINR ELEVATIONS BOARD O 1 R U JT E L s C0fO-DECK ADDITION Z-21009;09/II/1992 \`\ COfO-ADDITION/ALTERATION Z-39475;01/25/2016 TOWN OF SO!�Tf-i®L® A-401.00 DETAIL SECTIONS ` I FEMA FLOOD ZONE X DEC DISTRICT NON--URISDICTION \\ D91L O; Afie�L �3� ZoZZ I �EL•12.1' `I I ' I I PROP.1 I I , 12'DW/ EXIST. 1 T 6ARGE. I � 'LOT"cOv�R:asg "` ' '• � -� I p i ADDITIONLOT I 1 OF DESCRIPTION(FOOTPRINT) AREA CAVER I ., -_ TOTAL LOT AREA 31,332A S.F. PROP. I I I UY tv IINFHEATPED r: E S EXI5TINS EUILDIN,S 1,91I.7 S.F. 6.3% I < <;VESTIwnFe O3 R.T� I � 1 SO�ROOM,Of j n EL=119 1� I EXISTINS SHED 124.45F. 0.4% Ex13TIN5 OUTDOOR SHOWER 72.0 5F. 0.296 I N EXISTINS ENCLOSED PORCH 350.0 SF. 13% EXIST. 1 m S PROPOSED ENCLOSED PORCH 267.0 S.F. 0.9% I STORY _ PROPOSED COVERED DECK I11 F..0 S 0.4% PLAT FIOST�Ib'x12'IWDR FR.OhELLIN6 I I TOTAL AREA OF ALL STRUGMI ES 3096.1 SF. 9.9% ��Ec CHIMNEY I 1 --MAXIMUM LOT GOVERASE ALLOWED-20% p E ' 1/ E o EXIST.STEPS EXIST. 1 I rpr D ENCLOSED I I _ ".. '• PORCH EL•n.B• REGUiRED.Sc'"JSi>GKS.-MAI;: ® /� p/� 1 REWIRED EXIST. PROPOSED COMPLIES A`li 4 /oLL � - R L 1 =113' I O AXIS.DECK P'SO FROM YARD 40D' 1043' IO43' Y I I I PROJECT: SIDE YARD 15,0 I7.1' 17.7. Y BOTH SIDE YARDS 35.0' 69D m' 45A, Y � Idiom DANOLCZYK 1 ��.S Rq 1 I O I I REAR YARD 50.0' 115.01 118A' Y B�IU�T- tM 'r' t I 550 CEDAR POINT DR.E. TpY STOKEL.IOJ I SOUTHOLD,NY 11971 I co,,.LONG.RET.WALL BA1N.EL.bBl I I DRAWING TITLE: SS I I n � PROJECT LOCATION&SCOPE tld T.OYI EL' I e-9 ,. r ••/ °% SITE PLAN&ZONING DATA STONE G GONG.Re,WALL HDW.EL.4 1 ` ! I - ------- --✓ PAGE■E{q�� A■ ■�q)■■�p�)■ 50-R- SEIBALK T.OYI.EL.40' I VS 0®„�i:avmPR@C_. I MOOD RET.WALL I "iL^ I I k`i�a� • t DA 2 FIR I I ''�'f}raj a .1 •, p ° � ) �` vv.. !?? �'_,'S P AYOUT NOTSr - -, �nl S. ,ly )441 •S '°II ^ /' _" . i MEAN WISH WATER I, THIS 15 AN ARCHITECTS SITE PLAN S IS +•.. � Y L.T,T•V r`1D 'd' I Li. ~ 1P , ��'� 9063013 I ELT TO VERIFILATION BY A LICENSED �s{� :`•,. - ciM--^'��- , I n. SURVEYOR. THE INFORMATION 7K W I �pp REPRESENTED ON THIS SITE RAN 15 TO THE 0 I p ARCHITECT'S 3E9T OF KNOVLI!VeE. 1°Y•I I 1:7 ],SURVEY INFORMATION WAS 05TAINED O MEAN MISH WATER FROM A SURVEY DATED 09/2W2015 I f ,n AND PREPARED BY: 1% T•`h�I Z _ •'O')Q WILLIAM R.SIMMONS 3RO LSPL - ----�- 99D5' 126 CARLETON AVE _� Nl5°4333'W` L I T T L E P E G O N 1 G B A Y EAST ISLIP.NY 11730 37 4'O� j SITE PLAN 651-551-16bb LOCATION MAP f 51-ALE:I°=IS'-O° SCALE,NTS �. C SITE PLAN HATCH KEY: I PROPOSED BUILDING ADDITIONn n AF&El a o I - - _ /%a W z N EL=2.8' N �- PROPOSED ACCESSORY STRUCTURE m I CATCH BA51N_' - _ PROPOSED 2ND STORY - 101.45 1 S w II _ T � z EL=4 2' DRYWELL/DRAINAGE STRUCTURE NOTE: O w A MINIMUM 10' SEPARATION 15 J = �- * REQUIRED BETWEEN WATER SERVICE i° L S NOTED ' -' O LINE/LATERALS/MAINS/SEPTIC,/LEACHING BATE: o� ~ LO Y m /SEWER AND THE EDGE OF ALL O O : F A <E� : 0 C) O / G O O tO SSTTRR STRUCTURES DRAINAGE LEACHING CPO B a LO IIX NOTIFY BUILDIN D ARTMENTAT Z 00 LEADER NOTE: �-QQ I ,Q � PROJECT LOCATION & SCOPE � CONNECT ALL LEADERS COMING y� /� 631-765-1802 8AfIl1 T 4PM FOR THE FROM GUTTERS TO NEAREST - PROPOSED INSULATED, NON-HEATEID SUNROOM � VESTI 5ULE SITE PLAN & ZONING DATA FOLLOWING INSF�E IONS: DRYWELL. AD:/ I TI ON. 1. FOUNDATION- 0 REQUIRED Z - I FOR POURE C CRETE a W - ° - PROPOSED FRONT DECK -' I MI &PLUMBING -� 00 C�-002 .00 3. INSULATION z � C) 4o F��Nr S�rB - ENERGY TABLES 4. FINAL-CON TR TION MU Sr LL"Oil A rq I ALL E COM LET F R C.O. J vi `? II - STRUCTURAL DESIGN CHARTS CONSTRUCT N HALL MEET THE Z >- EXIST. F R O�E�7 DATA : - EEEQUIREMENTS dF CODES OF NEW a Z � FR. C 00�.00 HOLDOWN, ANCHOR BOLT, YORK STATE. N SPONSIBLE FOR LL W CN SHED 21.1' I STRAPPING, & NAILING DETAILS DESIGN OR CON ON ERRORS LO m %-I II FASTENING SCHEDULE ~ _ � I `rye I I PROJECT / ZONING DATA � � O FRAMING GRAPHICS UTIL. POLE TAX MAP # 1000-a0-2-16 W BEAM CONNECTION PATTERNS i (TMP) I ZONING DISTRICT R-40 G FIREBLOCKING DETAILS LOT AREA 0.7 ACRES _ PROPOSED PLANS w CofO - RESIDENCE (EXISTING) Z-1562; 06/20/11 i7ci - SEXIST.) EXI5T.1- Dk4 GofO - PORCH 4 ROOF DECK Z-1728Q; Oci/I5/IQ88 U J I° GOfO - ADDITION 4 ATTACHED Z-15566; oa/15/1cladl ® � ,O PROPOSED EXTERIOR ELEVATIONS a GARAGE : GOfO - DECK ADDITION Z-2100a; OCTAI/laa2 PROPOSED SECTION GofO - ADDITION/ ALTERATION Z-3g478; O1/25/2018 FEMA FLOOD ZONE X -�Q � ,QQ DETAIL SECTIONS x � I � DEG DISTRICT NON-JURISDICTION II , 3I O _ EL=12.1' PROP. I 2' DW/ EXIST. GARSE. 1 42ND FL. LOT GO�/ERAGE 0 ADDITION DESCRIPTION (FOOTPRINT) AREA I 90 LOT COVERAGE 25.2 t PROP. j�jj/ COVEREDi I TOTAL LOT AREA 51,552.0 S.F. v i UNHEATED ��EGK / EXISTING BUILDING I,ci71.7 S.F. 6.5% SUNROOM EXISTING SHED 124.4 S.F. 0.4% I EL-11.a w IQ EXISTING OUTDOOR SHOWER 72.0 S.F. 0.2% I N N O _ w 5 G ELOSED�PO�GN 5Q.0 I. O.H. WIRES PROPOSED ENCLOSED PORCH 285.0 S.F. OA - EXIST. - ( I STORY EXIST. 6'xi2' WD. FR. DWELLING PROPOSED COVERED DECK 205.0 S.F. 0.795 PLA7FOR14 SH0 ER TOTAL AREA OF ALL STRUCTURES 3208.1 S.F. 10.290 EXIST. "MAXIMUM LOT COVERAGE ALLOWED - 205/ CHIMNEY EXIST. STEPS EXIST. I v ENCLOSED PORCH EL=I1.8' REQUIRED SETBACKS - MAIN BUILDING I I ELEL=I� � I EXIST. DECK REQUIRED EXIST. PROPOSED COMPLIES �w-• d ABOVE o FRONT YARD 40.0' 1045 104.5' Y I PROJECT: ( SIDE YARD 15.0' 17.7' 17.7' Y BOTH SIDE YARDS 55.0, 65.0' 45.q' Y DAN I LCZYK I I I ( REAR YARD 50.0' 118.0' 118.0' Y S U N R O O M I I ( I 550 CEDAR POINT DR. E. I STONE 4 GONG. RET• WALL T•O•W• FL. 10.8' SOUTHOLD, NY 11971 B.O.W. EL. 8.8' I - - - DRAWING TITLE: �, , ', �► �;,, #' # q a " ' PROJECT LOCATION & SCOPE •'^* .+ b,. "fit""'/ - ' r , .tf`.'e,- `� r, "'°4y - s.`-Ap r. x a -• ,: .;�,;*".°' � �;�z�"I "', . s" �` ,'� .� •�n � .r• ,�C " ,�+�, O EL. 7.8r T.o.w. SITE PLAN & ZONING DATA GONG- RET. WALL *,! x 4r sY ij . ' ,• `� 1�r; *>,, ,�",° ,; STONE 4 4 '+ :. �" ..fir .. ; z l h ,� r . '•t �' 9 B.O.W. EL. e +* i• ` , e; ., t . ." � 1 •,&. #.../�M V1 s�• ", 'k . ; #C'*?i"t,'��q,a1 .�,_• >o REAR SE:75A�K T.O.W. EL. 4.0' �,P� ET. II nnlf WOOD R WALL -00l ; ++ a^" 1'-++ • ^. ` y i' .-p " ....�`r si of tt } y[�* 1 b,a '' { r I ,. r_ ■ Ol } .. • � , ' ,� . DATE: 03/16/22 1 OF 7 - ter MEAN HIGH WATER SITE LAYOUT NOTES: '¢ 4" `- .'. v` a, ! ».t, '• _ t " i. I+ q.26.2013 I. THIS IS AN ARCHITECT'S SITE PLAN 4 IS x. - � '• fi - SUBJECT TO VERIFICATION BY A LICENSED - 3 SURVEYOR. THE INFORMATION REPRESENTED ON THIS SITE PLAN IS TO THE 1 ` 1 O 0 ARCHITECT'S BEST OF KNOWLEDGE. C I o 2. SURVEY INFORMATION WA5 OBTAINED - ',.a _ - �• , k'° ; !� ,' '�`„; MEAN HIGH WATER FROM A SURVEY DATED oq/25/2013 ° 1 z q.21.laBa AND PREPARED BY: A - WILLIAM R. 51MMON5 3RD L.S.P.G. T - 9q.85 125 CARLETON AVE L 1 T T L E P E G O N I G B A Y G PLAN � EAST ISLIP, NY 11730 SITE PLAN 631-581-1688 LOCA710N MAP SCALE: 1" = 15'-0" SCALE: NTS OENDRAL S*"�r��50L <E*�r : ALL NEN NINMOP45 SHALL BE: ANMERSEN; INSTALL AS PER MANU. SFEC,.'s. SEE FAOE "0-005" FOR NAILIN& 4 5TRAPPINO DETAILS. DOOR Sr.HEDULE FOR ALL OLA55 DOORS rROMSAME MANUFAOTURER." L) NEN PARTIAL HEIOHT EX15TINO TO BE DEMOLISHED NM7�ON r,,HART r�)OOR SCHEDULE Lu Z 0 NOOI�) FRAME (L.O. 5TL. LLJ NHFN APPLICABLE) EX15TINO TO REMAIN MATERIAL ROUOH OFF-NINO NINI�)CN DIMEN51ON Lu NEN FOUNDATION NALL NEN NOOC) FRAME (L.O. TAS TYPE MODEL # Lu >: STL. NHEN APPLIr-ABLE) TAO r�)E5rRIPTION it 2� < q) ANT17Y F- NIDTH HF-ISHT i - aU NIDTH HEIOHT < NEN I-HR FIRE RATED MIN. (Z 2"x4" STRUCTURAL 2� _j El POST FOR ,4" NALL5 A NOT USED L Noon FRAME (L.O. 5%. NHEN APPLICABLE) (MIN. (2) Vxb" STRUSTURAL all Loo Lo POST FOR 6" NALL5), U.O.N. E3 DOUBLE HUNS TV421042 5,-O-L 4'-4g" 2'-11j" 4'-4g" 'R 0 V400D FRAME DOUBLE HUN5 TN.2652 1-5 5'-4 21-7j" 5'-4j" -51, 0- Lf) it 75 Re m (2) 51ME LIOHO 51-oll r NEN 2-HR FIRE RATED 0 0 0 NHEN APPLICABLE) z 0 F- z FQQNr7)AT10N FLAN N07ES LLI _j =� 00 0 FOUND $ P0575 FOR 62. DECK: > q* (:) Nn. P.7. P05T 4 P. CONC. PIER UPON FOOTINO AS IFER Z 0) co DEC< r�ETAIL (T*f'Pd T-i ri T1 C) FOR HOOD 57AIRS a ORADE: z >: 4 4" THK. P. CONC. PAP 9�" Kr;)E x REOV LENOTH UPON EX15T FOUND < z MAX. 16" O.C., U.C.N. (MIN. 5 STRINOERS) 6' ORAVEL UNDER 2"x12" F.T. 5TAIR STRINSIERS 6 (NO NORK) _j LL Lti CD LO W_ T-i TYPIC,AL LEDOER BOARD 0 EX7. DEC,<: r- L0 1. (1) 2"x F.T. BD. TO MATCH DEPTH OFJOISTS III Lc 2. SECURED P4/ (2) 5/5" 0 x 5" LONO H.P. 6AL. LAO BOLTS EXISTINO BATHROOM NINDON TO BE REMOVED. 5. INSTALL H.D. OALV. J0157 HANOER5 BY SIMPSON' (OR -11k- EOUAL) jj� 4. PROVIDE FLA5HIN& TUr,<Er,> UNDERNEATH SIVINO 4 T a BENT OVER 70P EDOE OF LFI�)5r-R ED. Li 60 Lu 5. SEE NOTED DETAIL z LLIL- V TYPICAL P. CONC. F0071N5 4 HALL CONS7RUSTION: LLJ 10, (2) 2"xlb" P.T. SILL PLATES v41 COPPER TERMITE SHIELD i I I = = 7 4 SILL SEAL EXIST. NI T , - - L) ANCHOR BOLTS AS PER PAOF_ 0-005 DEC< TO BE P. CONC. FOUND. 114ALL AS PER DETAIL UPON REMOVED P. CONC. FOOTINCS AS PER DETAIL Lu 0 ASPHALTIC MA5TIr� DAMP PROOFINO 70 EXTERIOR 06 B.O. FOOTINO 5'-0" BELON ORADE MIN. < 1/2" EXPANSION JOINT 0 PERIMETER OF SLAB (NHEN 771 v APPLICABLE) 0 < < AIR ENTRAIN P. CONC. FOR PORCHES / PATIOS G)4. STOOPS (NHEN APPLICABLE) lu MASON TO ACCOUNT FOR FINISH STONE: ON THIN SET �A��-A z & /�A N�-A 0 1 _(i) - 0) A-201 ILI FOR HEIOH7 OF NALL 4 SLAB (NHEN APPLICABLE) IL A-.201 (2) 2"XIO" mi _@��j L ---------------------- ---------------- T ----------- L W'xa" DEEP P. CONC. CONTINUOUS- FOOTINO I AS PEP, NOTED DETAIL (TYP.) L------------ '1-4' 1 ------------- -- - - - - - - - - - - - - - - - HOL17)ONN: HOLDONN 'D' AS PER FACE 6-005 _x ----------- < K a 2s" NEN UN-REINFOROEr�) F. SONC.. SLAB 6-2" 1. NEPq 4" THK. UN-REINFORCED P. CONC. SLAB UPON dl� 2. 4" (MIN.) &RAVEL BASE UPON L 5. (b MIL POLY VAPOR BARRIER (2) 2"XIO" DJ /P\ I UNr;)ER-FLOOR AREA VENTS uNEA VENT N1 MIN. I S.F. NET VENTILATION OFF-NINO PER 'S N17HIN - - - - - - - - - - - - - - - - - - - .2020 IRCI R40a; IN5TALL AS PER MANU. SPEC !3'-0" OF BUILDINO CORNERS 501L BEARINO r-APACITY NOTE: STRUCTURAL DESION OF FOOTIN05 501L BEARINO CAPACITY OF 1.5 TON 0 DEMOL17ION FLAN FROFOSE7) FOUNr7)A71ON PLAN 11-011 Lu SCALE: 1/4" l'-O'l SCALE: 1/4" > 0 0 a z 0 0 FLOOR PLAN N07ES z M z (D DOOR NOTE: ui Lu 1. INSTALL NEN INTERIOR DOORS NHEN CALLED OUT ON PLANS BY 'JELD-NIEN' (OR EGUAL). 0 (L 2.INSTALL NEN EXTERIOR DOORS NHEN CALLED OUT ON PLANS BY 'THERMATRU' (OR FOUAL). 5.DOOR TYPE TO SELECT 4.INSTALL AS PER MANU SPEC.'s 5.PROVIDE (2) ZN5" HDR., U.O.N. -e 4.SEE PASE 0-003 FOR ALL OTHER FRAMINO 04 ELEMENT5 AROUND DOORS (TYF. FOR ALL) U.O.N. Lu LO- CV STAIR 4 RAILINO NOTE: 1. ALL NEIN STAIRS SHALL HAVE MAX. -1-5/4" RI 4 MIN. 10" Tr - RISERS SHALL BE CLOSED 2. 42" HIC7H WARDRAIL I SPINDLE SPACINS PROF 2"XIO" RIPeE PROJECT: NOT TO ALLON PA55A5E OFA 4" 0 SPHERE; 56" HOH HANDRAIL 4 SPINDLE SPACIN& NOT TO ALLOPq PASSA&E OF A 4" 0 SPHERE < 0 5. ORIPPABLE RAIL AS PER COVE Q, DANILCZYK 4 v V41NDON NOTE: F: 7 �EX15T. HOME 011 0: SUNROOM I. ALL NEN NINDONS, 4 DOORS SHALL BE ANDERSEN x Lu 400 SERIES CASEMENT, DOUBLEHUNO, OR OLIDNO (NO NOR<) _7 �Rlpclz (�5) ==T (AS NOTED); INSTALL AS PER MANLI. SPEC.S. FOR OL i SUBSTITUTIONS, SEE NOTE #cl IN "CLASS NINDOV45 AND DOORS" ON PASE 0-002 IF CASEMENT 550 CEDAR POINT DR. E. 5TP,AIOHT ARM HIN&E NHEN EXIST. NINDONS - ALL 65MNT NNVNS SHALL HAVE <LLj 2.IF DOUBLE HUNry - ALL V5L. HUNO NNDIN5 TO BE -j SOUTHOLD, NY 11971 -1 ____--l- TILT NASH < 5.ALL OLAZINO NITHIN 15" OF FF 70 BE TEMP. OL. B > 4.5EE FASE 6-003 FOR FRAMIN6 ELEMENTS AROUND 6 Lu NINDONS (TYF. FOP, ALL) U.O.N.;(2) 2"x5" HDR. U.O.N. DRAWING TITLE: EORF-55 NOTE: :2.OE LVL_ IN COMPLIANCE NITH NEN YORK STATE BUILDINO PROPOSED PLANS COME, SECTION R510.2.1;THE FOLLONIN& MEANS OF 0a) E&RES5 SHALL BE FOLLONED: 61 CL NET CLEAR OPENINS........... 5.1 S.F. NET CLEAR HEIOHT............... 24" MINIMUM PROF. VAULTED x x NET CLEAR V410TH................. 20" MINIMUM L CEILINC7 ---------- :2.x5,, R.R.= Zxa>" F;Z.P,.- =7 17_� NEN EXHAUST FAN SHALL BE INSTALLED NHERE ------- 16, O*C O.C. PAGE: G) VENTILATION 15 NOT MET BY MEANS OF NATURAL �FROPOSED 24" CATH � -1 DOORS TO ICILS. HEISHT CIRCULATION THROUOH NINDON5 OR DECK tw OUTDOOR SPACES AS PER NYS MEOH. CODE SECTION B I I < 405.5.2.5; INSTALL AS PER MANU. SPECS Ll 7:7 �A��-A --------- �A�-\A A jL0 1. 01 #:201 A-201 ui A-201 NOT USED I - I ­­ �____­ = ____=-- _7� (5) 14 2.6E LVL 1 L (2) 2"xIO" HEADER NFN FLOOR: 6 OF7 DATE: 03/16/22 > 1. NEN J" PLYNOOn 5UFFLOOR BENEATH (SLUE 4 5CREN); R.R. SCREN PERIMETER OF SHEATHINO 4" O.C. $ 12" O.C. 0 lu -0 161, O.C.- O.C. ........ INTERIOR. - �/7 - __ 0- __ --- __ J e> 12 2.NEN FINISHED FLOOR PEP, H.O. SELECTION tu 6 12 G F 77- 6 .1 7 NEN 4"x5" ALUM. DONNSPOUT (TYP.) Ea "31. OUTTER HISH POINT (TYP.) (2) 14 2.OE LVIL A 2 - - - - - - - - - - - I BE 5UNROOM AND To INSULATED NON-HEATED Typ. -==9 (2) :2 (d L PROPOSE:;) FLOOR PLAN R_ 0 OF L�A N� SCALE: 1/4" 1'-0" SCALE: 114" 1'-0" BUILDING SECTION NOTES ELEVATION NOTES a 0) ONEN ROOFING NOTE (TYP.): Q I. INSTALL NEW ASPHALT ROOFING SHIN6LES OI HATCHED AREAS INDICATE NEW WORK (TYP.) W N Z O 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS OVER O2 NEW ROOFING: J r-I 3.INSTALL 15 # BUILDING FELT(U.O.N.) OVER I. SEE NOTE ® SECTION 4.1/2" COX PLYWOOD 5HEATHIN6 (BLOCK ALL SEAMS) Q W >-< Lu Z 5. GAP SHINGLE OVER RIDGE d HIPS (AS REO'D) 6.PROVIDE RIDGE VENT(AS REO'D) 1. FLASH ALL VALLEYS O PROVIDE CONGEALED FLA5HIN6 AT ALL ROOF &INSTALL DRIP ED6E AS REO'D 3 INTERFACES. O Z 9. INSTALL ALL AS PER MANU. SPEC.'S ~ Lo Y NEW CRICKET (TYP.): OTYPICAL ROOF $ CEILING CONSTRUCTION: O 2"x4" FRAMING ® I6" O.G.;PROVIDE ICE SHIELD IX 0) O • NEW ROOFING AS NOTED LAPPED IS" IN ALL DIRECTIONS 4 FULLY FLASH. a 0 Lo m • I/2" COX PLYWD 5HEATHIN6 (BLOCKING ® ALL � � m PLYWD SEAMS) NEW 5/4"x2" 'AZEK' (OR ECG.) WINDOW/DOOR CASINO: Z • R.R., G.J., 4 G.T. AS NOTED ON PLANS (® SPANS O PROVIDE AT ALL NEW a EXIST. WINDOWS/DOORS (TYPa OVER& INSTALL "X" BRID61N6 ® CENTER OF O SPAN,U.O.N. • PROVIDE "i" OF SPRAY FOAM INSULATION O NEW WOOD FRAME STAIR F— Z Q W TYPICAL EXTERIOR WALL CONSTRUCTION (TYP. J J • UPON "TYVEK" HOUSE WRAP (OR EQUAL) ..._ _. .. _._...__._.... __.._. __.,____ �...,....._ oo 3 • UPON 1/2" COX PLYWD. 5HEA7HIN6 (BLOCKING ® ALL PLYWD SEAMS) - _ Z 0) _ - ---- -- - 2 Y •�•i • xb STUDS 0I6" O.G. w/ DBL. TOP PLATE -- �— • 2" SPRAY FOAM INSULATION (® R=�/INCH) w/R-13 -- -- -- - Z BATT INSULATION (R-2"i TOTAL) _- 5 8" GYPSUM BD. WALL FINISH X � - j"i` 1. �' W (D NEW SIDING NOTE ER C LL _j � INSTALLNEW FIBER CEMENT HORIZONTAL —- -- - _ Lo _ � P SIDING d VERTICAL BDARD d BATTEN --- D 6 2."TYVEK" HOUSE P OR EQUALLL 3.INSTALL ALL AS PER MANU. Sf'EG.'s 4.PROVIDE ALL NECESSARY TRIM FOR - -- -- - PROPER INSTALLATION 5. SIDING SHALL EXTEND TO TOPOF - --- -- - - FOUNDATION WALL ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEC.'S. SEE PAGE "6-005" FOR NAILING 8 5TRAPPIN6 DETAILS. — -- _='� ------- -- SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER" LLj - - - - O EW THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. V REINFORCEMENT AS PER DETAIL WIN CHART F— DOW - - W O TYPICAL FLOOR CONSTRUCTION: LLI - - F- _ J • NEW FLOOR JOIST AS NOTED ON PLAN ROUGH OPENING WINDOW DIMENSION V J • 5/4" COX PLY1^ID T46 5HEATHIN6 (BLOGKIN6 ® AL_ TAG TYPE MODEL # -� I PLYWD SEAMS) - • F.J. AS NOTED ON PLANS (® SPANS OVER 8' WIDTH HEIGHT IDTH HEIGHT a INSTALLX BRIDGING ® CENTER OF SPAN, U.O.N.) A �=NOTSED• LL MIN. OF OAM BAIT INSULATION;PROVIDE MIN. 2" X SPRAY FOAM INSULATION R="!/INCH) AT RIM J015T l I J B DOUBLE HUNG TW2I042 5' oil' 4'-4j" J 2'-II 4'-4j" J WOOD DECK CONSTRUCTION: µ O G DOUBLE HUNG TW2652 2'-B�" 5'-4 2'-"l 5'-4�° SEE PLANS AND DETAIL SECTIONS. 77 DOOR SCHEDULE g \ DOOR MATERIAL TAG DESCRIPTION p -I to GUAN71TY WIDTH HEIGHT MIST ELEVAT 1 ON (R I O HT) IU RO0 --- - 50ALE: 1/4" = 1'-O" 101IF SINGLE SWING 51-01, (2) SIDE LIGHTS Z W O V CONNECTION 'A' AS I PER P 6E 6-003 di NEW RIDGE Q 0 PROPOSED RIDGE HE16HT _----- ELEV. +2 H IV.I.F. I2 ''� " �� --- �� PROJECT: --P�x5 . 12 8 1 � � D AN I LCZYK '� SUNROOM \ � \�. WORK E?p X \ I _ IIII I� I� IIII II IIII II II IIII IIII II 550 CEDAR POINT DR. E. - I I �, 8 2 SOUTHOLD, NY 11971 --- - - -- -- _--=- - - -- _- - DRAWING TITLE: II 11 L � r PROPOSED EXTERIOR ELEVATIONS �J I I III.-I�I I I I I 11L�I - - LLL I I I � EXIS IOI _ PROP. o PROPOSED SECTION RESIDEN 5 5EA50N - - a- X I Oi I LILROOM I�J � ❑ NO WOR �-�-_Ll �l_ 5 LaLLLL I � I CONNECTION 'DI' AS � � � � . � � . LL PER PAGE 6-003 a ❑ PAGE. ---- LH___� 17 E=7 L © © � PROPOSED FIRST FINISHED FLOOR A-20loOl D.J. A5 PER PLANS I --LL .�_- --- ELEV. +IA' V.I.F. 'I[SA, AS PER PLANS - � ) I ❑ � � � �i� III_ill iul hull _____ BASELINE m ( 6 ELEV. +o.o' DATE: 03/16/22 6 OF 7 - T-- -� r- - - - - - - . - - - - - - - - - - - - - - - - - - - - - - I 2 A-401 PROPOSED SECTION - NORTH ELEVATION (FRONT) SCALE: 1/4 SCALE: 1/4" = P-O" :a G 51TE PLAN HATCH KEY: O ++ 1 Sb3°I PROPOSED BUILDING ADDITION Q _ N NA, GATGH BASIN_" I " ' T b �l� PROPOSED ACCESSORY STRUCTURE 'W = N a J r-I PROPOSED 2ND STORY ��� W II 101.45' S 7- � I Z Q W �- I- EL=4 2' DRYWELL/DRAINAGE STRUCTURE NOTE: Q V) Z MINIMUM 10' SEPARATION IS J _ � I I � REQUIRED BETWEEN WATER SERVICE -� P J O 0 I p LINE/LATERALS/MAINS/SEPTIG/LEAGHIN6 �� �� ��� ���� �� O m /SEWER AND THE EDGE OF ALL O O STORMWATER DRAINAGE LEACHING - : m STRUCTURES O O p APPROVE AS NOT D �t 1 LEADER NOTE: /� m N- Q CONNECT ALL LEADERS COMING l_/ ®® I .00 PROJECT LOCATION &SCOPE 0 FROMGUTTERS TO NEAREST - FROPOSED INSULATED, NON-HEATED VESTIBULE ADDITION SITE PLAN & ZONING DATA DA S 3.p� 7gjg = FROPOSED COVERED 1-RONT FORGH z ir W J 4o R sEra qc -� _ > ®®� .®® 6311--7-76 802 A 0 PM FOR THE > '* Q oNr _ GENERAL NOTES _ 1 ENERGY TABLE FOLLOWING I S CTIONS: Z G) (D II EXIST. DATASTRUCTURAL DESIGN CHARTS 1• FOUNOAT0 TWO REQUIRED Z r FM PM E ONCRETE SHED I 1 - 3. INSULATI�N FU ING&PLUMBING `Q J N��®®�,®O HOEDOWN ANCHOR BOLT 4. FINAL-C N RUCTIONMusT w c0 Al L I 21.1 STRAPPING, & NAILING DETAILS BE COMP FOR C.O. FASTENING SCHEDULE EL=a.o' ALL CONSTR CT N SHALL MEET THE p Q a PROJECT / ZON I NC DATA EQUIIREME S THE CODES OF NEW -� O - ---- -- - - -- --- - - - -0� -®® FRAMING GRAPHICS YORK STATE. N RESPONSIBLE FOR UTIL. POLE TAX MAP # - 1000-a0-2-16 DESIGNOR UCTONERRORS BEAM CONNECTION PATTERNS (NP) I I 1 ZONING DISTRICT R-40 G FIREBLOCKING DETAILS LOT AREA _ 0.7 ACRES F- Aa 10 1 .00 PROPOSED PLANS 0 CoFO - RESIDENCE (EXISTING) Z- 1562; O6/20/la7a 1W- - ,EXIST.) I - = J EXIST.,' DW CoFO - PORCH 4 ROOF DECK Z-172ba; Oa/13/Iaaa U J I � DIN I �/ \� I GARAGE ADDITION ATTACHED Z-18366; oa/13/la8a A-20 1 .®® PROPOSED EXTERIOR ELEVATIONS GofO - DECK ADDITION Z-2100a; Oa/II/laa2 PROPOSED SECTION i CofO - ADDITION/ ALTERATION Z-3a47a; 01/25/20195 - 1 FEMA FLOOD ZONE X A-40 1 .00 DETAIL SECTIONS DEC, D15TRIGT NON-JUR15DICTION II p EL=12.1' PROP. ) I 2' DW� � EXIST. -- - - -- is 1 2ND FL. LOT COVERAGE Z 3 p z ADDITION - - -- - -- a O y DESCRIPTION (FOOTPRINT) AREA LOT p - COVEAGE 2b.2'f / 15.3'ANE/z, 14.1' nw. ; I 1 TOTAL LOT AREA 31,332.0 S.F. Q • I Q `r�WD DEC, i 17.7' �p j10.2' EXISTING- BUILDING - I,a71.7 S.F. 6.390 - ;�; EL=11.a' I v EXISTING SHED _ 124.4 S.F. 0.4% o PROP. UNHEATED EXISTING OUTDOOR SHOWER 72.0 S.F. 0.2% w VESTIBULE I w - o I _ EXISTING ENCLOSED PORCH 550.0 S.F. 1.5% > o U 5 I PROPOSED UNHEATED VESTIBULE f 57.0 S.F. 0.2% 0 J O.H. WIRE I a EXIST. I STORY PROPOSED COVERED PORCH 321.0 S.F. f 1.0% o z EXIST. b'xl2' WD. FR. DWELLING PLATFORM 5H0 R cs m TOTAL AR=A OF ALL STRUCTURES 3016.1 S.F. a.as� z 0 1 1 = 0 EXIST. "MAXIMUM LOT COVEAGE ALLOWED - 20% v Q CHIMNEY I w o w m z EXIST. STEPS EXIST. 1 I o z _ ENCLOSED v v PORCH j EL=1I..5' REQUIRED 5ETBAGK5 - MAIN BUILDING i 1 04 REQUIRED EXIST. PROPOSED COMPLIES aj ono EXIS . DECK � N Q � ABOVE FRONT YARD 40.0' 104.3' 104.3' Y 1 51 DE YARD 15.0' 17.7' 17.7' Y PROJECT: F BOTH 51DE YARDS 55.0' 65.0' 45.1' Y DAN I LCZYK I I I REAR YARD 50.0' 115.01 T_ 11 a.0' Y PORCH O O -- v- 550 CEDAR POINT DR. E. I T.O.N. EL. 10.8 STONE'. b GONG" RET• WALL e o W >=L 88, 1 SOUTHOLD, NY 11971 I �;- .00I �trk • DRAWING TITLE: ��. '�k. "#'"'�7,' ,. a°' +Z"`• a' ' r'T' • I�'fi� �` v1. .e h ''�a �,a' f...__..� 9 e'•� ,.•^..•,,I ,^'' ," 'a � *", I f` ' I PROJECT LOCATION 1 ,�T/ }� , .7.�' - ' J (; r.,t . ✓° 1:`p ... i' `�% ''"a9°J 'i':.Y a.e''II', s - r^"""a�•, ', ,,...K+9. 3 -t y •,. +} vr�'• 'jam .y+.'.r, 9 ai ,6 1 i_.. _.°�...w. ....m:2..� V' & SCOPE O T.O.W. kart.,u-a�Cs 'r r GONG. ET. 1- • +. Re`' . a+. �.' `ra i'y t . . : ` <, .+' r• ^� �1' t s fr STONE R wAL 48 SITE PLAN & ZONING DATA B.O.W. EL. yl. r �.` _w ,r., .. + r� ,�..' 3 1%£r /",, • �.,r` L,f T ,'np y+•'t� �rAt ,�6 +w�l S i A+r+i 1 � , y, , '' ` ••^..- F `` : F „a tS6 r ii ;' 'tE '�4,'rh'^" F 1' 2 2 It ,£ .r '�r T ' 6 r ' r . r�!► i' a� f •n 7 i I �' ,f. ~� .}-i. a � . "1„„ res 5 .+ `.`� � ° (}T""1 ,� "''4 k `r ..1p}�' -' •f ��-� .r �F_r�yk �- r 1 �, I ', ',T' ,+t,f .: *' •+o`: �1, ..1, �'•"��* .. �y {. r' .+ m.. =R�r,i__,,,..w.[4 '~ - }11 -., .r-. r ��,• PAGE: 16 50' REAR SETBACK T.O.W. EL. 4.0' WALL W0 G-00loOl 5.0W. EL. 1.5' 6 ,� "' .mot x >. ,• +a � t+w `> •R OD RET I � ,.. ..•�,3v.. � t' ,,a� � •m,,� ,�. � i .. ir '!,��:.�°'-�`�, �� •. gip. , ,i+ ,= ' . .• .. ' .�- ,a,: , {t• FM` ' ' _. - _ �. ," ,.:'F DATE: 10/28/22 1 OF 7 �4 .�.•' ,'Y;&' F e• �..ri.'' ! i ri F .- '`�lr,� ,° j k 'rr.:mrra i, �+°'1y .�.�•• e.w _t'lat �n. � SITE LAYOUT NOTES: r f,,, 't+�` 4r".�� � '�.� .° Tr a- MEAN HIGH WATER • ' ` -l.. 'r �f t a.26.2013 I. THI5 IS AN ARCHITECT'S SITE'. PLAN 8 IS + QED A. - I SUBJECT TO VERIFICATION BY A LICENSED K SURVEYOR. THE INFORMATION O REPRESENTED ON THI5 51TE PLAN IS TO THE ter;`..r, y x =. ;• s O O ARCHITECT'S BE5T OF KNOWLEDGE. 1 2. SURVEY INFORMATION WAS OBTAINED ��yk �1 Z I MEAN HIGH WATER FROM A SURVEY DATED Oa/23/2013 a.2l.laba AND PREPARED BY: ------ WILLIAM R. SIMMONS 3RD L.S.P.G. r* - •%+,,•�;` - _ aa.85 125 C ARLETON AVE L I T T L E G O N I G B Y :'M EAST ISLIP, NY 11730 et •. , .• - �"• SITE FLAN b31-5bl-Ibba LOCATION MAP 5GALE: 1" = 15'-0" 50ALE: NTS (5E i FERAL 5'**rMf5OL <ENr : ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEC.'S. SEE PAGE "G-003" FOR NAILING 4 STRAPPING DETAILS. a) **SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER** Q V _ NEW PARTIAL HEIGHT EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. STL. WINDOW CHART DOOR SCHEDULE � 'W = N WHEN APPLICABLE) ------ -- -..- -_--- EXISTING TO REMAIN DOOR MATERIAL NEW FOUNDATION WALL ROUGH OPENING WINDOW DIMENSION W r'I NEW WOOD FRAME (L.G. TAG TYPE MODEL # - - - - -.- -- Q W }• STL. WHEN APPLICABLE) TAG DESCRIPTION p 0 OUANT17Y WIDTH HEIGHT WIDTH HEIGHT WIDTH HEIGHT 4 ~ NEW I-HR FIRE RAI-ED MIN. (2) 2"x4" STRUCTURAL -- 3 -1 C) Z WOOD FRAME (L.G. STL. El POST FOR 4" WALLS A DOUBLE HUNG TW210310 3'-O�" 4'-O�" 2'-II 4'-O�" J J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL - FIRST FLOORLo POST FOR (o" WALLS), U.O.N. I m 0) O NEW 2-HR FIRE RATED O - f - - - -- - -- - - - O O O WOOD FRAME (L.G. STL. O 101 SINGLE SWING 3'-0" (o'-V • I 0- Lo ix WHEN APPLICABLE) ___ ���IIIlllllllll -__ >- ,d. m - Z O FOUNDATION PLAN NOTES w Q W J 00 O FOUND 4 POSTS FOR ND. DECK: I ND. P.T. POST 4 P. GONG. PIER UPON FOOTING AS PER J DECK DETAIL (TYP) Z FOR WOOD STAIRS a GRADE: I J YTAO O EXIST. FOUND. QZ4 O2 4" THK. P. GONG. PAD b" WIDE x REQ'D LENGTH UPON 5'-O" b" GRAVEL UNDER 2"xl2" P.T. STAIR STRINGERS ® O (NO WORK) 2'-b" MAX. I6" O.G.,U.O.N. (MIN. 3 STRINGERS) (O — m W TYPICAL LEDGER BOARD 0 EXT. DECK: I Lo m vi O3 I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS III I _ - r _ L0 2. SECURED w/(2) 5/8" x 5" LONG H.D. GAL. LAB BOLTS EXISTING BATHROOM WINDOW TO BE REMOVED. 1 II r tL IL ? g ® Ib" O.G. O III iv ° I J O 3. INSTALL H.D. GALV. JOIST HANGERS BY 'SIMPSON' (OR m / \ +� O O EQUAL) 0 G�RAWLf X 10 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING SPAG BENT OVER TOP EDGE OF LEDGER BD. I 1 /HATGH 4 5 w ® b I I W 5. SEE NOTED DETAIL LI}_-� _ - - - _ z w ? I • � I I � TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: O I O (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD I _ _ _ - - - - I 1 dJ iv I 0 4 SILL SEAL I cV 'EXIST. I I I I � � � 3'-II" 10'-2" I � W • >&< ANCHOR BOLTS AS PER P.AOE 0-003 I DECK TO BE 1 1 I `r c4 m 3 ® • P. GONG. FOUND. WALL AS PER DETAIL UPON REMOVED O 1 1 0 ( z • P. GONG. FOOTING AS PER:DETAIL I ? (V • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR r1-_ J=- • B.O. FOOTING 3'-0" BELOV'y GRADE MIN. I I I I j- dJ O • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN I 11� _j I v r N= I a APPLICABLE) I I Q q Q • AIR ENTRAIN P. GONG. FOR PORCHES/PATIOS/ 11j---- r z ® POST FROM I O STOOPS (WHEN APPLICABLE) I 1 I w • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET I� 1 1 ABOVE (TYP) I I A-A FOR HEIGHT OF WALL 4 51-AB (WHEN APPLICABLE) 11 ry p A-201 1 (2) 2"XIO" P.T. m L - - - - - - - - - - - - J I A-201 1) -� ----------- ----OJ _ DRIP. GIRDER CJ --------------- _ ----------- ------- -- - - OI5"x5" DEEP P. GONG. CONTINUOUS FOOTING T �I I I IT n - - - - - - - - - - - - - O AS PER NOTED DETAIL (TY*F) I I <{L I 1 11 11 I O I-----------�1 O HOLDOWN: 11 II I O 2 dJ Q HOLDOWN 'D' A5 PER PAGE 6-005 I I I I m �l ----- -----L -J Q ONEW UN-REINFORCED P. GONG. SLAB tY I. NEW 5" THK. UN-REINFORCED P. GONG. SLAB UPON b'-2 Q 2. 4" (MIN.) GRAVEL BASE UPON I 14'-I" 15'-4" cn 3. b MIL POLY VAPOR BARRIER 7'-jV2" 7'-II' 9'-4" cS 24'-5" UNDER-FLOOR AREA VENTS Og NEW VENT w/MIN. I S.F. NET VENTILATION OPENING PER 3 2020 IRC R408; INSTALL AS PER MANU. SPECS WITHIN Q 3'-0" OF BUILDING CORNERS w a 0 0 SOIL BEARING CAPACITY NOTE: STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL BEARING CAPACITY OF 15 TONS/S.F. U DEMOLITION FLAN PROPOSED FOUNDATION FLAN a 0 SCALE: 1/4" = 1'-0" SCALE: 1/4" = I'-Oil w 0 0 } O � a Z uI Ei 0 Ir Z FLOOR PLAN NOTES 0a ODOOR NOTE: I z 0 O O I. INSTALL NEW INTERIOR DOORS WHEN GALLED I I O � OUT ON PLANS BY 'JELD-I^IEN' (OR EQUAL). 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED 0 it z OUT ON PLANS BY 'THERMATRU' (OR EQUAL). I O V � U 3.DOOR TYPE TO SELECT 4.INSTALL AS PER MANU SPEC.'s `H 3.PROVIDE (2) 2"xa" HDR.,U.O.N. 4.SEE PAGE 6-005 FOR ALL OTHER FRAMING ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. N -- - - - STAIR 4 RAILING NOTE: —- -� - - - - - _ Q O I. ALL NEW STAIRS SHALL HAVE MAX. 1-3/4" Ri ®w _ _ _ O � 4 MIN. 10 Tr - RISERS SHALL BE CLOSED 2. 42" HIGH GUARDRAIL 4 SPINDLE SPACING NOT TO ALLOW PASSAGE: OF A 4" 4) SPHERE; - _ _ _- �` ; - - �= I PROJECT: S� �u _ - 36" HIGH HANDRAIL 4 SPINDLE SPACING NOT ---=- - _=- -- _ = -=-�x_ _— -- TO ALLOW PASSAGE OF A 4" <P SPHERE -- �i =c� 3. 6RIPPABLE RAIL AS PER.CODE D u rFccc, =-ry- - - - -. __:�._d �r__n- 3 WINDOW NOTE: - _ 3:I2= R DOE I $T TO PORCH O - - EN - EXIST. HOME 1. ALL NEW WINDOWS 4 DOORS SHALL BE ANDER5 = - 400 SERIES CASEMENT,DOUBLEHUNG, OR GLIDINGLu EXTEND WALL (NO WORK) 2(AS NOTED); INSTALL AS PER MANU. SPEG.S. FOR TO MEET RR - - l - - - SUBSTITUTIONS,SEE NOTE #9 IN "GLASS WINDOWS �� _ ------ - --_---- -= --- — �— - - AND DOORS' ON PAGE 0-002 IF CASEMENT — 0 _------ - -- — = - -- — z- - — EXIST. - -- - -- ,— - WINDOWS - ALL 05MNT WNDWS SHALL HAVE I° PROP. r-�Y2" I - -__ --_O- _ !00=_ - -=_--=--_--- _ -► 550 CEDAR POINT DR. E. STRAIGHT ARM HINGE WHEN q VESTIBULE _ - SOUTHOLD TILT WASH L. HUNG WNDWS TO BE /\7 - ----- - -2.IF DOUBLE HUNG - ALL DB 3.ALL 6LAZIN6 WITHIN la" OF FF TO BE TEMP. GL. ' 4.SEE PAGE 0-003 FOR FRAMING ELEMENTS AROUND �n I ' I _ - -- — -_ WINDOWS (TYP. FOR ALL) U.O.N.;(2) 2"x&" HDR. U.O.N. HATCH a I I J W - -- -_ --- - - - - = DRAWING TITLE: EXTEND WALL L A - ui 7 - -- ---- _ — - - -- - -- w_-_ -- - EGRESS NOTE: TO MEET RR A 3 I_ 2" a - �- _� IN COMPLIANCE WITH NEW YORK STATE BUILDING I cv — — — _ — [[i— — _ — PROPOSED PLANS CODE,SECTION R510.2.1;THE FOLLOWING MEANS OF 101 b — -- - O E6RE5S SHALL BE FOLLOWED: )T- ------_-_- -- - NET CLEAR OFF-NINO........... 5.1 S.F. - a _ — Ul to I PROP. VAULTED IX -- �- -- - -- - NET CLEAR HEIGHT............... 24" MINIMUM _ F 111 � -_- -- �- — -- _-- NET CLEAR WIDTH................. 20" MINIMUM ? l'b" GL6. GEILIN5 I t) I m x ? v IL V I HEI6FfT y pR ( = -- cv ® - NEW EXHAUST FAN SHALL BE INSTALLED WHERE _ v O = I I I - _ - --- - _ -� J =_ 2 xa" R R t _= OC - �2'x8" R.R. O4 VENTILATION IS NOT MET BY MEANS OF NATURAL = 0O ~ - - - -"" ® Ib>=OG a - ® Ib�O.G. _- PAGE: - = _ - -- - CIRCULATION THROUGH WINDOWS OR DOORS TO r ry�ttl PROPOSED r I 6 O OUTDOOR SPACES AS PER NY5 MEGH. GODE SEGTION j 5/4" E DBE-GKING DECK A-101m0l 405.3.2.3; INSTALL AS PER MANU. SPECSR A-A o I A-A A) A-A `-`� - A-A A-201 !�2 (2) 2"XIO" DRP. (2) 41.5" LVL DRIP. (2) 2"XIO" DRP. A-201 Q A-201 _ _ _ _ "---- - A-201 O5 NEW CRAWL SPACE ACCESS GIRDER - 61RDER- _ - 61RDER- - -- - NEw FLOOR: — _ — - - — — — - — — — — _ — I J - - -_ -- -- - -=- DATE: 10/28/22 6 OF 7 O1'-3" 5' 4y2" 7' ,{ T, 4" 1. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); I DBL. POST TO SCREW PERIMETER OF SHEATHING 4" O.G. 4 12" O.G. INTERIOR. X got RIDGE 2.NEW FINISHED FLOOR PER H.O. SELECTION w b-o I oy2 (TYP.) I4"x4" PT POST O lOy2" O NEW 4"x3" ALUM. DOWNSPOUT (TYP.) WRAP IN AZEK Q I I �-•. Ob GUTTER HIGH POINT (TYP,) w I Q ALL WINDOW AND DOOR VESTIBULE TO BE INSULATED 4 NON-HEATED ' HEADERS TO BE (2) 2"xIO" G 1A 03 405 PROPOSED FLOOR PLAN FROPOSED ROOF PLAN hF SCALE: 1/4" = I'-O" BUILDING SECTION NOTES ELEVATION NOTES Q d� Lu Z O ONEW ROOFING NOTE (TYPJ: I I. INSTALL NEW ASPHALT ROOFING SHINGLES 0HATCHED AREAS INDICATE NEW WORK (TYP.) J � 2.INSTALL ICE AND WATER SHIELD FROM FASCIA OF TO 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS OVER O2 NEW ROOFING: 5.INSTALL 15 # BUILDING FELT 1'U.O.N.) OVER I. SEE NOTE ® SECTION Q W �' COX PLYWOOD SHEATHING (BLOCK ALL SEAMS) Z 5. GAP SHINGLE OVER RIDGE d HIPS (AS REO'D) Z 6.PROVIDE RIDGE VENT (A5 REOV) PROVIDE CONGEALED FLASHING AT ALL ROOF O .� = 7. FLASH ALL VALLEYS O INTERFACES. &.INSTALL DRIP EDGE AS REG'D J cf..INSTALL ALL AS PER MANU. SPEC.'S 0) Y NE CRICKET (TYP.): m U) TYPICAL ROOF d CEILING CONSTRUCTION: O4 2"x4" FRAMING ® 16" O.G.;PROVIDE ICE SHIELD O a O • NEW ROOFING AS NOTED LAPPED I&" IN ALL DIRECTIONS d FULLY FLASH. r [f' m • 1/2" COX PLYWD SHEATHING (BLOCKING ® ALL PLYWD SEAMS) O NEW WOOD FRAME STAIR • R.R., G.J., d G.T. AS NOTED ON PLANS (6 SPANS OVER &' INSTALL "X" BRIDGING ® CENTER OF Il"" cr cr SPAN,U.O.N) • PROVIDE'7" OF SPRAY FOAM INSULATION Q J (R-4q) J oo TYPICAL EXTERIOR WALL CONSTRUCTION (TYPJ: OUPON "TYVEK" HOUSE WRAP (OR EQUAL) Z 0) • UPON 1/2" COX PLYWD. SHEATHING (BLOCKING ® ALL PLYWD SEAMS) - - --- ---- - -- - 2 Y • 2"xb" STUDS ® 16" O.G. w/013L. TOP PLATE -- - Z >: 4 • 2" SPRAY FOAM INSULATION (® R=-!/INCH) w/R-13 -e— _�--____ -- - Q Z T-4 BATT INSULATION (R-27 TOTAL) - ,,,� � • 5/5" GYPSUM BD. WALL FINISH -- - NEW SIDING NOTE (TYPJ: -- -- -------___-__.:_ -- _ _-_ r Q Lo O4 I. INSTALL NEW FIBER CEMENT HORIZONTAL 4 LAP SIDING d VERTICAL BOARD d BATTEN O J O SIDING 2."TYVEK" HOUSE WRAP (OR EQUAL) 5.INSTALL ALL AS PER MANU. 5PEC.'s 4.PROVIDE ALL NECESSARY TRIM FOR - -- - - --- - - - - PROPER INSTALLATION 5. SIDING SHALL EXTEND TO TOP OF ALL N WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "G-003" FOR NAILING 8 STRAPPING DETAILS. -- --� - _ W EW FOUNDATION WALL - - — **SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER"* - O NEW 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. LJJ REINFORCEMENT AS PER DETAIL WINDOW CHART c) O6 TYPICAL FLOOR CONSTRUCTION: ROUGH OPENING WINDOW DIMEN51ON = J NEW FLOOR JOIST AS NOTED ON PLAN I U TAG TYPE MODEL # u � I I Q • 5/4" COX PLYWD T6G SHEATHING (BLOCKING® ALL PLYWD SEAMS) I WIDTH------- HEIGHT WIDTH HEIGHT x X • F.J. AS NOTED ON PLANS (® SPANS OVER &' INSTALL "X" BRIDGING 6 CENTER OF SPAN,U.O.N) A DOUBLE HUNG TW210310 3'-O�" 4'-Og" 2'-11j" 4'-Oj" �x • MIN. OF R-50 BATT INSULATION;PROVIDE MIN. 2' _ ,. SPRAY FOAM INSULATION (R:=7/INCH) AT RIM JOIST - WOOD DECK CONSTRUCTION: O • SEE PLANS AND DETAIL SECTIONS. DOOR SCHEDULE DOOR MATERIAL - - U) TAG DE50RIPTION 1) QUANTITY z WIDTH HEIGHT 0 Q w < NEST ELEVAT I Oil (R I O HT) a &GALE: 1/4" = 1'-0" o FIRST FLOOR --- w 101 SINGLE SWING 3'-O" 6'-8" I • I��,I I lJ � U t� O a 0 w w 0 U O a Z_ w Z Q 0 2 � V Q w O w Z Q U � V e-I iz N N H CV p O ei CONNECTION 'A' AS I PER PAGE 0-005 ----- - PROJECT: NEW RIDGE PROP05ED RIDGE HEIGHT 12 V-- ELE . +I&V V.I.—F. DAN I LCZYK �_ �� 12 PORCH EXIST. CONNECTION BI' AS RESIDENCE PER PAGE 0-005 (NO WORK) _ -- -- �g � ,�� � �s� - -- - \ -- ---- - ---_- LI 12 550 CEDAR POINT DR. E. tllJ�l — =- - --- < S - -- — - -- \�8 SOUTHOLD, NY 11971 uuuulUu 7 _ull I ull1�1 _ _ II I I I I � ! DRAWING TITLE: J. A5 PER PLANS -I�Iuu_ � u� I 71- PROPOSED EXTERIOR ELEVATIONS tul U LL Im s I �� 11 PROPOSED SECTION I I III I I [A El � � L] ED 11J L_ lol EXIST. IOI Lm X �GOYERED1 - O RESIDENCE O o I II PORCH 4 (NO WORK) I11 LLI1 PAGE: CONNECTION DI' AS PER PAGE 6-003 I I I IIIII ��l n �L� PROPOSED FIRST FINISHED FLOOR ' -201. 01 I LLJ L�J� �l LJ 1_J� I- L�l l� ��------ELEV D F V.I.F. m -ml 111 Ulm I I� I I I lll-L�1 � _- Di — Ll - �D.J. A5PER PLANS t F.J. A5 PER PLANS a0 [A E] DATE: 10/28/22 6 OF 7 7 _ ® ______ BASELINE ELEV. +O.O' - T- 1 - - - - - - PROPOSED SECTION A—A NORTH ELEVATION (FRONT) I SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" a rn Q U H d-) W N J W � Q W >- Cr Z o to Z TYP. ROOFING (SEE J N J SECTION NOTES) � R TYP. ROOF CONSTRUCTION O O (SEE SECTION NOTES) N (L Lo it o 'SIMP5ON' H2.5A p.5 �PyP >- Rt o0 RAFTER TIE CL Z FO OVIDE 3" (MIN.) GONG. COVER F ALL REBAR WITHIN P. GONG.UND. WALLS d P. GONG. FT6'S. PROVIDE 5TRAFFIN6 d NAILING F— AS PER CONNECTION '0' IN Z"TYPICAL NAILING/STRAPPING EXIST. EXTERIOR PROVIDE INSULATION P.T. POST AS REQUIREMENTS FOR UPLIFT, SHEATHING Q W 00 BETWEEN CAVITIES PER PLAN SHEAR, d LATERAL RESISTANCE J PER ENERGY TABLE ON PAGE 0-005 0 EA. STUD. J (WHEN APPLICABLE) "SIMPSON" EXIST. SIDING MATERIAL G.J. AS PER PLAN P05T BASE PER FASG I A BOARD J T P05T 51ZE NEW(2) 2"x6" P.T. SILL PLATES BUILDING PAPER# HOUSE WRAP FLOOR SYSTEM AS UPON SILL SEAL UPON COPPER TO FULLY OVERLAP FLASHING 4 1 Z >: 4 NOTED ON PLAN TERMITE SHIELD NEW STUD WALL GAP FOR BEAM AS PER PLAN Q Z %-I DRAINAGE E 5/4"xb" COMPOSITE � W NEW 5/5"� HOOKED ANCHOR I DECKING N.O.N. ON FLAW u _ Lin BOLTS 0 39' O.G. w/3" SQUARE "Z" FLA5HIN6 SEGTIOWDETAILS) WASHER d ENDNUT ___ - 'SIMPSON" P064 NEH "SIMPSON" LU526 (FOR 3 PLY BM) GALVANIZED JOIST 0 O -z H _,--- y_ _ "SIMPSON' 6052-2/4 •" HANGER U FLASHING (FOR 2 PLY BM) #4 HOOKED VERT. r-z �� DRIP EDGE P.T. DECK JOIST REBAR 0 48" O.G. 11�,' GRADE COUNTER AS PER PLAN II J015TS A5 PER PLAN FASTENED w/(2) FLASHING W #4 HOR. CONT. REBAR 0 TOP 6 1j I I I 5/5" 0 x 5" LONG HEAVY DUTY GAL. BOTTOM OF WALL (2 TOTAL) 1I 8' LAG BOLTS 0 Ib" O.G. INTO MUD SILL d METAL 6ALV. JOIST HANGER RIM BD.;WHEN 0 FOUND. WALL FASTEN BY 'SIMPSON' (0R EQUAL) 0 V P. GONG. FOUND. WALL 11. '. w/(2) 5/8"m x 5" LONG APPROVED EA. JOIST (�•� (MIN. 4000 PSI) . — MASONRY ANCHORS 0 IV' O.G. P. GONG. CONT. FT6. 11 .' _ z_ "Z" FLASHING (MIN. 4,000 PSI) l 3 #5 HOR. CONT. REBAR 11• p NEW FOUNDATION WALL U J ( ) PER PLAN 3" P. GONG. SLAB < a a1 LEDOER CONNECTION DETAIL ° I °b MIL POLY A-401.OI< — 50ALE: 1" = 1'-0" "SIMP50N" POST .MO15TTURE RETARDER_ a, - • — i " GRAVEL BASE s y m BASE PER POST i SIZE (PROV. PROV. GLEAN BLOCKING) COMPACT FILL- 6 _ P.T. DEGKIN6 P.T. D.J. A5 PER PLAN FOUNDATION NALL DETAIL z A-401.01 SCALE: 5/4" = 1'-0" 3 a ca 0 r COLUMN TO ROOF CONNECTION w O A-401.01 C.)SCALE: 3/4" = 1'-0" cn x U a 0 w w O U } O � C7 a w z Z Q O U 2 � U Q Q2� wZ Z Z N< O V 5U OLuj - Wd10 Q N } 0- MIN. 4" BETWEEN EDGES F.T.OFECK " P.T. T DECK JOISTS AS DECK BOARDS N Q m I-1/2" 50UARE BALUSTER NOTED ON PLANS N (STYLE TO SELECT) p O 5/4" x RE= HEIGHT P.T. USER 51MP50N H2.5A RAFTER TIE (OR EQUAL) — 5/4"xb" P:. PROJECT: 5/4"xb" P.T. DECK DECK BO,RD5 BOARDS 2"x BLOCKING 0 EA. STRINGER TO MATCH SIZE DAN L ZYK _ OF P.T. DECK JOISTS PORCH FASTEN STRINGER TO (2) 1/2"(P HOT DIPPED 6ALV. BLOCKING (MIN. 6 BOLT5 0 EA. P05T w/OVERSIZED FASTENERS) r P.T. D.J. A5 = —WASHERS 8 END NUT PREBORED NOSIN& PER PLAN tV INTO BEAM, POST, DECK TIE d Cr�J RIM BOARD ASSEMBELY 2"A2' P.T. 5TRINOERS 0 W' 550 CEDAR POINT „ -- O.G. (MIN. 3 STRINOER5 0 4 THK. x 5" WIDE x WIDTH z P.T. BEAM AS NOTED EA. 5TAIRWAY) OF STAIR P. GONG. PAD SOUTHOLD, NY 11971 �• N = 50LID BLOCK 0 12" O.G. (2) 51MP50N DJT14Z (1) 1/2"-P H.D. 6ALV. THRU DECK JOIST TIE 0 BOLT w/OVERSIZED WASHER NOTE: 2"xb" P.T. BLOCK IN BETWEEN DRAWING EA. P05T 4 END NUT PREBORED INTO ALL DEGKIN6 SHALL BE FASTENED m EA. STRINGER. FASTENED TO � P. GONG. PAD w/ 19/64" x POST s DECK JOIST TIE w/COATED DEGKIN6 SCREWS BY DETAIL SECTIONS "51MPSON" ABA44 "DECK MATE" (OR EQUAL) 3-1/2" CONCRETE SCREWS BY GALIBURN" (OR EQUAL) - MIN. 0 COLUMN BASE 11' MIN. (3) SCREWS PER BLOCK cV 4"x4" P.T. POST GRADE GRADE GRADE 8"N 'SONOTUBE' FILLED II SOLID w/P. GONG. ou —8"—I PAGE: (MIN. 4,000 PSI) p 9 p z EXTERIOR I Oil V400D STAIR DETAIL0 :1M- J. in A-401.01 50ALE: 5/4" = P-0" (2) #4 HOR. REBAR 1 1 1 (2) #5 BENT 12"xl2"x&" P. GONG. PAD < JJ�U REBAR DATE: 0/28/22 7 OF 7 FT6. (MIN. 4,000 PSI) EXTERIOR HOOD DEOK D`TA I L A-401,0I SCALE: 5/4" = 1'-0" P s j ' F IN SITE PLAN HATCH KEY: G ® PROPOSED BUILDING ADDITION Q V Q � � I � EL=2.8 GATGH BASIN�� `- - � � � ® PROPOSED ACCESSORY STRUCTURE IW = N PROPOSED 2ND STORY J W Tq _ 'p145' S T � Z EL=4.2' DRYWELL/DRAINAOE 5TRUGTURE NOTE: O (n z A MINIMUM 10' 5EPARATION 15 J REQUIRED BETWEEN WATER SERVICE Y 1 p LINE/LATERAL5/MAIN5/SEPTIC/LEACHING ~ J R0,1E�T 5�0FE : FAO E <E� : 0 o II m /SEWER AND THE EDGE OF ALL �O STORMWATER DRAINAGE LEACHING STRUCTURES a 0 0 O -- 1 t LEADER NOTE: } m d CONNECT ALL LEADERS COMING C-7-OO .CDO PROJECT LOCATION &SCOPE O FROM 55UTTER5 TO NEAREST - FROF'OSED INSULATED, NON-HEATED SUNfi ROM 4 VEST I RULE SITE PLAN & ZONING DATA = p 1 DRYWELL. AE)D I TI ON. Z it - FROFC)SED FRONT DEC,< Q J Q (5 00 GENERAL NOTES > 0 0 NT S`cTB ENERGY TABLE Z 0 II o 1 -T I STRUCTURAL DESIGN CHARTS Y '- o UD N ZY N\.j uo uo Mv G� EXIST. FRO�E�T LA I A : -- Z > d SFR p HOLDOWN, ANCHOR BOLT, J N 21.1' STRAPPING, & NAILING DETAILS w ���� EL=9.O' NEW FASTENING SCHEDULE ~o � LO :.:, \: �. ���\, \ � FRAMING GRAPHICS , ., CRAP I TAX MAC' # l000-ao-2-16 BEAM CONNECTION PATTERNS I UTIL. POLE I W (TYP) I I 1 ZONING DISTRICT R-40 G FIREBLOCKING DETAILS I I I LOT AREA 0.7 ACRES PROPOSED PLANS v / - CoF0 - RESIDENCE (EXISTING) Z- 1562; 06/20/I171 w - EXIST) 1 0 EXI5T.1- DW / CoFO - FORCH $ ROOF DECK Z-1728a; OQ/13/1a88 = '� I � � U J GOFO - ADDITION & ATTACHED m�0 ���0 PROPOSED EXTERIOR ELEVATIONS Q GOFO - DECK ADDITION Z-2100a; OCIAVIaa2 PROPOSED SECTION I / / \ CcFO - ADDITION/ ALTERATION Z-3C1478; 01/25/2018 FEMA FLOOD ZONE xm�® IOO DETAIL SECTIONS i I tip:• DEC DISTRICT NON-JURISDICTION tu - I O EL=12.1' ` PROP. I I I 2 DW EXIST. ti j \\\�\\\\ \ \ \�\\ \ \ \\ \\ GARDE. „ • \ \\\\\\\\ \\ \\ PDI FL. � \ APPROVED AS NOTED ADDITION ( _ I I O I DESCRIPTION (FOOTPRINT) AREA Gov RAOE DATE: B.P.# FEE:� BY: �I4.1' TOTAL LOT AREA 51,552.0 S.F. PROF. I I NOTIFY BUILDING DEPARTMENT AT PROP. 765-1802 8 AM TO 4 PM FOR THE I I N UNHEATED I EXISTING BUILDING 1,971.7 S.F. 6.3� FOLLOWING INSPECTIONS Q VESTIBULES 10.2' I'I'i' - w i jNROOM 1 EL=11 ct EXISTI:VG`SHED 124.4 S.F. 0.490 'NDATION - TWO REQUIRED I -OR POURED CONCRETE o �,w EXISTING OUTDOOR SHOWER 72.0 S.F. 0.29b 2. ROUGH = FRAMMG 8 PLUMBING �EXISTi�:6 ENCLOSED PORCH 550.0 S.F. 1.890 ? 3 INSULATION p•H_WIRES_ - - r a FINAL - CONSTRUCTION MUST - EXIST. I PROPOS_D ENCLOSED PORCH 267.0 S.F. O.a% BE COMPLETE FOR C.O. I STORY �� PROP05ED COVERED DECK 111.0 S.F. 0.490 ALL REQUIREMENTS CONSTRUCTION THE CODES OF NEW EXIST. 6'xl2' WD. FR. DWELLING -- PLATFORM 5H0 ER TOTAL AREA OF ALL STRUCTURES 30Q6.1 S.F. a.aY PORK STATE. NOT RESPONSIBLE FOR 1 I DESIGN OR CONSTRUCTION ERRORS. EXIST. **MAXIMUM LOT COVERAGE ALLOWED - 20� CHIMNEY I ui EXIST. STEPS EXIST. OCCUPANCY OR( ENCLOSED I ' PORCH U 4 N iII � .\ EIS UNLAWFUL W EL-11.8 . ���� �" WITH ,a. "\ OUT CERTIEICAi t REQUIRED EXIST. PROPOSED COMPLIES w Ex1s . DECK OF OCCUPANCY ABO E j FRONT YARD 40.0' 104.3' 104.3' Y SIDE YARD 15.0' 17.7' 17.7' Y COMPL Y WITH ALL CODES OF PROJECT: NEW YORK BOTH SIDE YARDS 35.0' 65.0' 45.Q' Y AS REQUIRED TAND CONDITIONS OF DAN I LCZYK 7REARYF`tiRD 50.0' I18.0' I18.0' Y SUNROOM SOUTHOLD T�`WN ZBA � ' o SOUTHOLD TOWN PLANNING BOARD SOUTHOLD TOI VN TRUSTEES ES I Ni 550 CEDAR POINT DR. E. T.O.W. EL. IG.B� STONE GONG• RET• WALL B p w EL E5.8� t SOUTHOLD, NY 11971 I :. _. a a `= \r < .° #•; ..x. .� . 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'`''\`@`�'w C- v'„i� ;,. v'�: q• Fe' r,�.� -.a ..A' '.E,?4'''„;A„� .�• �, ',i'�'',:,`. " .�rar-- 'eaS':> ':.#� � 'i 'n S' ,�'. ^'�;!''2v.�t `.$:; ..g y �,. .l t, .E °"s"�o., r Y, �:$z5„>:.�'vtF .Ha.tE°€,Si• •- - ��• `".r' .E, i xar=' .�: ': R;�,' �<'3 x' <„?< ..,<,. R...`„<;y �� :� a ,s,�=�. a N RD .S.P G WI IAM R. SIMMONS 3 L .�• .:A ° �'�, iyR `x#�' �.ws`'»••@.. N�' "@T\>� .t.x r,f S'> 'S' .Y:.:'!3 '.A�i• � ��i E° ^125 A ON AVE .:.• :fix` � >�� ..... x>� , �:.,+ L I T T L E � E C, 0 I`l I G S A Y EAST ISLIP, NY 11750 `" "/� MAP BUILDING DEPT. 9T A 631-581-1688 L.OGATION MAP TOWN OF SOUTHOLD FOF NE� SITE PLAN SCALE: I" = 15'-O" SCALE: NTS ixw NOTES � SF�_G I�I GAT I ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE,AND MASONRY A�35RE Y I AT I O I�lS a IT 15 THE CONTRACTORS RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDER I. ALL LUMBER SHALL BE DOUOLA5 FIR LARCH #2 Q BETTER (Fb = 875) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMFN51ONS OF EXISTING FOUNDATION AS IT (� TOGETHER AT ALL TIMES. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE BD. BOARD INSUL. INSULATION Q �-- PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUS-CONTRACTOR5 IN SLGH A MANNER TO A55URE THAT THE CONDITIONS OF 0 p SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE BASE FLOOD ELEVATION INT. INTERIOR W Z 0 B" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR W = N GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTIN05 TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL BLDG. BUILDING {< JTA GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT KIPS (1000 LBS) �-= I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEALANSULATION. 51ZE OF SILL TO BE (2) Vxb", UNLESS (I) 2"xb" (THIS DOCUMENT 15 To MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. W APPLICABLE BUILDING DEPARTMENT. 15 NEGE55ARY TO MATCH FLOOR HEIOHTS WITH THE EXISTING STRUCTURE. COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS BM BEAM MANU. SPEC.s MANUFACTURER 5 5PECIFIGATIONS ui >_ 2. ALL CONSTRUCTION SHALL BE PE1;:FORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE,UNLE55 B.O. BOTTOM OF MAX. MAXIMUM Z 4. AT FLUSH FRAMING USE I6 CAGE METAL JOISTS HANGERS BY "TEGO" OR OTHERWISE NOTED ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. I. IDENTIFICATION: ALL 5OLID-5AWN LUMBER, GLUED LAMINATED TIMBER, Z BOT. BOTTOM MECH. MECHANICAL I GAL STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR,. PREFABRICATED WOOD I-JOISTS,STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED GONc:RETE OF SIZE SHOWN ON DRAWINGS, U.O.N. � J 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES 5. MINIMUM,DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL S.O.W. BOTTOM OF WALL MIN. MINIMUM =J! Ln -1 FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS AND AUTHORITIES HAYING JURISDICTION. b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, RULES SPECIFIED IN 1.1 THROUGH I.B. UNTIL I� TIER OF FRAMING IS IN PLACE. a 0 0 G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF Ici88 0 0 O 4, ALL UNNOTED OR NON-V1515LE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 7. FOOTIN55 TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. a Ln a OF THE OWNER/BUILDER INCLUDING END-JOINTED AND EDGE-GLUED LUMBER,SHALL BE IDENTIFIED COL. COLUMN NYC BG NEW YORK CITY BUILDING CODE m 7. ALL BEAMS, GIRDERS, ETC. To HAVE MIN. OF 3-1/2" BEARING BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY B. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED Z 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. CONT. CONTINUOUS I O.G. ON CENTER 0 SHALL BE CLARIFIED WITH THE ARGHITEGT/ENOINEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"xl0" UNLE55 OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE t WITH THE WORK. 6RADEMARK SHALL INCLUDE AN EASILY DISTINGUI5HABLE MARK OR 9. ANCHOR BOLTS SHALL $E IN ACCORDANCE WITH PACE C-005. DBL. DOUBLE OGG. OCCUPANCY 0 b. No DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE q• ALL WOOD SILLS AND WOOD IN CONTACT WITH MA50NRY/OONORETE TO BE INSIGNIA OF THE 6RADINC AGENCY WHICH COMPLIES WITH THE DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION Q W UNLESS APPROVED $Y THE ARGHITEGT/ENCINEER. P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-99. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 �- �� DAYS OF 4,000 P.S.I.,U.O.N. -j 10. ALL EXTERIOR 5HEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. DIMENSION P. GONG. POURED CONCRETE -� 00 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE 0-003. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A 1 90.1 STRUCTURAL GLUED LAMINATED II. GONG. SLA55 TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. b MIL. POLYETHYLENE VAPOR BARRIER UNDER D.J. DECK JOISTS PL. PLATE Z 0 0 FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN J ri rq 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE. 1.5. PREFABRICATED WOOD I-JO15T5: A55EMBLIE5 USING PREFABRICATED 12. COPPER FLASH ALL ;OINT5 WHERE SLAB ABUTS FRAMING. I EA. EACH PLYWD. PLYWOOD ri p 9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 ELEV. ELEVATION P.T. PRESSURE TREATED z 11. SUB FLOORING, GENERALLY, TO BE OF 5/4 THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR E5TABLISHIN6 AND MONITORING 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - 10. OWNER/BUILDER ARE RESPON51Bl_E FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD 1-JOI5T5,THIS (1) WALL TIE PER (5) 50. FT. Q Z � DOCUMENT, THE 60VERNINO BUILDING CODE AND ANY ADDITIONAL EQUIP. EQUIPMENT REQ'D REQUIRED Lax _j cV CERTIFICATES, GERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, W 11. THESE SET OF DRAWINGS ARE THE: PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. EVALUATION REPORT. MAX. 52'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EXIST. EXISTING RI RISER L0 a r-I AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING To EXTERIOR OF FOUND. EXT. EXTERIOR RM. ROOM 0 Q PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH GRADE. I J O A5TM D5456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS 14. PROVIDE 'X' CRO55 BRACING AT J015T5, 5TUD5,AND RAFTERS WHEN SPANS STRUCTURAL COMP051TE LUMBER PRODUCTS, THIS DOCUMEN, THE lb. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED &-0" AND AT EVERY B'-O". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING, UNLESS APPROVED BY ARGHITEOVENOINEER. NO FAR FLOOR AREA RATIO j 57L. j STEEL 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. F.A.V. FRESH AIR VENT � S.V. SMART VENT � LLJ .° 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 6-003. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U51NO PREFABRICATED I'T. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE ARCHITECT/ ENGINEER. FF FINISHED FLOOR TBD TO BE DETERMINED TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL lb. APPLY ALL CONDITIONS ADDRE55ED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENT5 AS RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN OLA55 AND LEAVE WORK NECESSARY. SET FORTH IN ANSI/ FF ELEV. FIRST FLOOR ELEVATION TEMP OL. TEMPERED GLA55 W BROOM GLEAN. T'Pl I NATIONAL DESIGN STANDARD FOR METAL PLATE IB. PROVIDE BITUMINOUS JOINTS $ETWEEN SLABS AND FOUNDATION WALLS AND CONNECTED WOOD TRU55 CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, WHERE EVER APPLICABLE. F_ 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 111. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 0-005. OR THE MANUFACTURER'S CODE EVALUATION REPORT. F.J. FLOOR JOISTS THK. THICK U 19. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES lb. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING VON EACH SIDE OF THE FOUNDATION WALL. FOUND. FOUNDATION � T.O.W. TOP OF WALL AND ORDINANCES. GENERALLY, SEPARATE DOUBLE J015T THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR 6YP5UM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK a 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A I6 . W SPANALLBOARD, ASTM 057 SPECIFICATION FOR GYPSUM LATH, OR A5TM G7q CONCRETE SLAB5 TO HAVE: 6x6 10/10 WELDED WIRE REINFORCING. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD Q SPECIFICATION FOR GYPSUM SHEATHING BOARD. THE 5U8-CONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER la. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND 5TRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. FRAME TYP. TYPICAL COMPLETION OF PROJECT. AS PER PAGE 0-003. 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 8" 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF AN51/AHA A135.4 BA510 HARD$OAR.D OF DEEP 8 3'-0" BELOW GRADE. FRPR. FIREPROOF U.O.N. UNLE55 OTHERWISE NOTED ARGHTCONTRA INFER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRE5ERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. AGAINST ALL CLAIMS, DAMAGES, L055E5 AND EXPENSES, INCLUDING ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTC. FOOTING VERT. VERTICAL ATTORNEYS FEES ARISING OUT 5, OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER W/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.5 STRUCTURAL PANELS: GLASS WINMOW5 AND DOORS >" THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD I. ALL GLA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD . IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE` OR DEATH O_ TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, I.B.I. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL INJURY ATTRIBUTABLE OR DESTRUCTION IN TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR IS TO INSTALL HARDWARE THAT 15 FECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER H.D. HOLD DOWN w/ WITH ITSELF INCLUDING THE LOON OR USE RESULTING THEREFROM). (B) IS CAUSED K MANUFACTURER SUCH AS: HANGERS, NAILS, SCREW..., FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD 1 (P5 1) CONSTRUCTION AND CLEARANCES ARE PROVIDED. IF ITSELF OR IN PART BY ANY NEOUSE RT ULT OR OMISSION ). THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.5. DEPARTMENT OF COMMERCE VOLUNTARY HDR HEADER WD. WOOD ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR 3. ALL SLIDING GLA55 DOORS,SKYLIGHTS, AND ANY CLASS UNIT INSTALLED CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY WOOD-$A5ED STRUCTURAL- USE PANELS, APPLICABLE CODE WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, HNGR HANGER ZR ZONING RESOLUTION EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. UNLE55 OTHERWISE NOTED. _ BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A A. TRU55 JOIST McMILLIAN 1.9E MIGROLAM HOR. HORIZONTAL PARTY INDEMNIFIED HEREUNDER. B. GEORCIA PACIFIC 2.OE G-P LAM 1.5.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND 4• ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET MANUFACTURER'S SPECIFCATIONS. IB. ALL MATERIALS, ASSEMBLIES, AND METHOD , CONSTRUCTION INCLUDING A. TRU55 JO15T MGMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING 5. ALL WINDOWS TO BE CAULKED AND SEALED A5 PER NEW PORK STATE OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEC.s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT ENERGY CONSERVATION CONSTRUCTION GORE. INSULATION I I /L I I I /\ I /'1 I /� I I�� TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR I `l �f f� I Y I�l J"`� („�I �l �J( I �l APPLICABLE CODES AND 600D PRACTICE. DEVIATIONS FROM THE DRAWIN65 22• I-JOIST FLOOR SYSTEMS SHALL TI IN AGE 0OVE GE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. 6. PROVIDE FLASHING PANS WDER ALL SLIDING GLAS5 DOORS, WINDOWS, OR AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.5.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL ANY OTHER TYPE OF 6LA55 WIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. AUTHORIZATION OF THE ARCHITEGT/ENGINEER. CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S GORE 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL PROPOSED DESIGN GODS PRESCRIPTIVE \/ALUE N THE CONTRACTOR SHALL OF- RESPONSIBLE FOR ANY SHOP DRAWINGS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLD SAWN RAFTERS SHALL EVALUATION REPORT. SCREENS AND HARDWARE NEGE55ARY FOR PROPER FUNCTION OF SUCH UNITS. COMPONENT GO'MPL I ES NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE PERTAINING ARE TO BE FIELD VERIFIED. NOT ALL GLA55 IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 VALUE G 1 TATI ON (PER 2020 NY5E000) OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUH'FORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN51/AHA A194.1 CELLULOSIC SHOULD BE GUARANTEED BY -HE MANUFACTURER FOR A PERIOD OF 5 YEARS. 20. CONTRACTOR TO REMOVE k RELOCATE AS REQUIRED ALL EXISTING WORK EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0208 STANDARD SPECIFICATION FOR WHICH INTERFERES WITH NEW GON5TiRUGTION IN A WORKMAN LIKE MANNER. 9. ALL WINDOWS TO BE ANDEF.5EN. IF CONTRACTOR 15 TO SUBSTITUTE WITH MAX. U-VALUE = 0.32 IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER PF'PTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. U-VALUE = 0.25 HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO T?i_.:TOP OR BOTTOM EDGE5. ANOTHER WINDOW MANUFACTURER, IT I5 THE RE51-ON51BILITY OF THE FENESTRATION U-VALUE AIR LEAKAGE = 0.50 GFM/SF MAX. AIR LEAKAGE = 0.50 GFM/5F YES 21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURER'S 1.8.5. STRUCTURAL PANEL 51DINO STRUCTURAL PANEL 51DIN6 USED IN CONTRACTOR TO VERIFY THAN THE CHARACTERISTICS OF THE WINDOW MATCH PER R402.4.3 4 TABLE R402.1.4 - CLIMATE ZONE 4 SPEGIFIGATIONS, UNLESS NOTED OTHERWISE. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT Or- LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE _ MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DF-510N PRESSURE, 22. PROVIDE FIREBLOGKING AS PER NEW PORK AGGE551BILITY STANDARDS. THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED ROUGH OPENING, U-FACTOR, L15HT AREA, VENT AREA, AND EORE55 MIN. R-VALUE = 49 (PS- U, THE GOVERNING BUILDING GODS, AND ANY ADDITIONAL CEILING R-VALUE R-4ci GATT INSULATION YES HOLES SHALL NOT EXCEED 40% OF THE ACTUAL 5TJD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION REQUIREMENT5. PER TABLE R402.1.2 - CLIMATE ZONE 4 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY OF THE HOLE SHALL NOT BE CLOSER THAN 5/B" TO THE EDGE OF THE STUD. REPORTS. UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GRO55-SECTION. 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE COPYRIGHT PROTECTION ACT OF 1990 (AWGPA), WHICH HAS SEVERE PENALTIES. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL TEMPERED GLASS. EXTERIOR (2"xb") WOOD R-21 BATT INSULATION MIN. R-VALUE = 20 (CAVITY) YES 25. FOR NEW WALLS, A PERFORATED 5HEARWALL 5Y5TEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. FRAME ALL R-VALUE PER TABLE R402.1.2 - CLIMATE ZONE 4 GORES AND REFERENCE STANDARD_ CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, II. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. W 1. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK NOTES, AND TABLES ON PACE 6-003 d 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/A5ME B 16.2.1 SQUARE AND GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE STATE BUILDING GORE, 2020 NEW YORK STATE RESIDENTIAL GORE, 2020 SPECIFIES THE REO'D NAILING FOR THE 5HEATHING(ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). MISSILE TEST OF ASTM EII99b AND A5TM E1556 AS MODIFIED BY 2020 NY5 BG MIN R-VALUE = 19 N NEW PORK STATE PROPERTY MAINTENANCE GODS, AND 2020 NEW PORK SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING SECTION 501.2.1.2.1. 6ARA,GE DOOR GLAZED OPENING PROTECTION SHALL MEET FLOOR R-VALUE R-50 BATT INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 YES z STATE ENERGY CONSERVATION CONSTRUCTION CODE. SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAC SCREWS: LA6 SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ THE REQUIREMENTS OP ,'�W APPROVED IMPACT-RESISTANT STANDARD OR W 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. 5PEC.'s). A5ME 5I8.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). ANSI/DA5MA 115. COMPLIANCE STATEMENT: 2 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THE5E PLANS AND SPECIFICATIONS ARE IN V WOOD FRAMING, AND CONNECTION 1'0 FOUNDATION - 2015 WOOD FRAME 2.2.3. TRU55 METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES ,A THICKNESS OF NOT LE55 THAN " AND A SPAN OF NOT MORE THAN 8' SHALL COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION GODS USING CHAPTER 4 [RE]. CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER ASSOCIATION 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN (AFBPA) AMERIGAN WOOD COUNCIL (ANC). WOOD P05TINO TO BE BLOCKED SOLID TO FOUND.WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND TREATED WOOD d FLA51­1INC. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS ATTACHED TO THE FRAMNO SURROUNDING THE OPENING. PANELS SHALL BE 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE WALL w/STEEL SHIMS d A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS PLUMBING CODE. SECURE w/(2) 1/2" (P ANCHOR BOLTS (4" LONG EXPANSION BOLTS 0 PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE EXIST. WALLS b 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT H 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2 W 020 NEW YORK STATE P05TINO ® G.M.U. ALL SEE PLAN FOR REQUIRED REINFORGINO (® MIN. IV' 6A6E ARE SPECIFIED, MINIMUM A5TM A653, STRUCTURAL QU ON THE ALITY, HE BUILDINGION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED Q MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® P05TIN6, U.O.N.). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL ON T . HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GORE AND ANY TABLE RSOI .-T CLIMATIC 4 OE06RAPHIC DESIGN 6RITERIA 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENT5 AS SET FORTH IN THE MANUFACTURER'S ALLOWABLE DEFLECTION OF 5TRUGTURAL MEMBERS PROJECT: CODE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION STANDARD 5HEARWALL HARDWARE (w/ NOTED VALUES) d ANCHOR BOLTS, CODE EVALUATION REPORTS. ELECTRICAL: CONSTRUCTION CODE. U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN,Y4" BENT PLATE B" LONG I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM GROUND SNOW LOAD 25, LBS w/b" RISE $ w/ (2) 5/4'4P BOLTS THROUGH CENTER LINE OF VERTICAL LE65 2.2.5• NAILS: NAILS SHALL COMPLY WITH A5TM F 1667 STANDARD TO 2017 NATIONAL ELECTRIC CODE, NFPA 70 AND 2020 NEW YORK STATE ALLOWABLE DAN I LCZYK SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. ENERGY CONSERVATION CONSTRUCTION CODE. SET 6" DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE 6-003. 5TRUGTURAL MEMBER DEI-LEGTION BASIC WIND SPEED 130 MPH GENERAL WIND PROTECTION FHURRICANE CONNECTION NOTES: 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON SU N R00 M ADAPTED FROM STANDARD FOR HUR:RIGANE RESISTANT RESIDENTIAL SHALL MEET THE REQUIREMENTS OF THE COVERNINO BUILDING CODE COMPLETION OF WORK. RAFTERS HAVING 5LOPE:5 GREATER THEN 5/12 EXPOSURE CATEGORY B CONSTRUCTION;55TD 10-99 AND 200 5$G HIGH WIND EDITION WOOD FRAME AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE L/I80 CONSTRUCTION MANUFACTURER'S CODE EVALUATION REPORTS. 3. SMOKE DETEGTOR5, IN CONFORMANCE WITH NFPA 72: W/ NO FINISHED CEILING ATTACHED TO RAFTERS I. A CONTINUOUS LOAD PATH BETWIEEN FOOTIN65, FOUNDATION WALLS, VERI SEISMIC DESIGN CA7EOORY B FLOORS, STUD5 AND ROOF FRAMING SHALL BE PROVIDED. ASPHALT ROOFING 5HINOLES - GENERALLY, CTO;Z5 H/ PROVIDE HARD WIRED _ 2.2.7. SCREWS: SCREWS SHALL COMPLY WITH AN51/A5ME B IB.6.1 SMOKE DETECTORS w/BATTERY BACK-UP IN: INTERIOR WALLS d PARTITIONS WOO 550 CEDAR POINT DR. E. I. ALL SLOPED ROOFING 5HINOLE5 SHALL BE OAF-GLA55-A ASPHALT ROOFING WOOD50REW5 (INCH SERIES). WEATHERING SEVERE 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT SHINGLES OR APPROVED EQUAL. A. EACH SLEEPING ROOM BE USED I ACCORDANCINCLUDED IN THE E WITIMAINUFACTURER'SNO CODE, TRECOMMENDATIONS.ION 2506 OF 15r, HALL FLOORS 6 PLASTERED CEILINGS V360 FROST LINE DEPTH SOUTHOLD NY 11971 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE B. OUTSIDE OF EACH SEPARATE SLEEPING , NOTED. ALSO, CONTRACTORS OPTION To APPLY GAF-WEATHER-WATCH ICE AREA IN THE IMMEDIATE VICINITY OF ALL OTHER STRUCTURAL MEMBERS L/240 3. METAL PLATES, CONNECTORS, SOREW5, BOLTS AND NAILS EXPOSED AND WATER BARRIER FROM EDGE OF EAVE To 24" IN51PE EXTERIOR WALL MECHANICAL CONNECTIONS: THE BEDROOMS (GENERALLY THE HALLWAY) TERMITE MODERATE TO HEAVY DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL LINE. 8 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. DRAWING TITLE: AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED G EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH W360 GALVANIZED. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE G. EVERY LEVEL OF DWELLING ICE BARRIER REQUIRED YES 3. PROVIDE FLASHINO NECESSARY FOR WATER TIGHT AND WEATHERPROOF SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. ($ASMENT, FIRST FLOOR, B SECOND FLOOR, ETC) GENERAL NOTES 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL CONSTRUCTION. EXTERIOR HALLS - WIND LOADS W/ BRITTLE FINISHES L/240 SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED ENERGY TABLE PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S BY "SIMPSON" MANUFACTURER. AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. SPECIFICATIONS. FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING WIND LOADS WI/3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY EXCEED VALUES EXTERIOR WALLS - 5. NAILING OF ROOFING SHALL $E TO CODE. INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER IS LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF b. CORROSION RESISTANT I I GAGE ROOFING NAILS AND Ib GAGE STAPLES ARE LOADING VALUES ARE LE55 THAN WHAT IS SPECIFIED BY "SIMPSON" RAFTERS. PERMITTED G. 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 5TRUGTURAL IDE51 C N LOADS PAGE: b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARIN 7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY 2:12 PITCHES TO 4:12 PITCHES 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER IV' WITHIN 4' OF EXTERIOR CORNERS. 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. USE LIVE LOAD DEAD LOAD THE SEALANT TO UPLIFT FORGES U51NG ASTM D 6351. 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER G-002% mOO B. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED SPECIFICATIONS OF THE PRODUCT BEING INSTALLED EXTERIOR BALCONIES 40 psf 15 psf TO THE FOUNDATION WITH ANCHOR BOLT5 HAVING A MIN. BOLT DIAMETER OF J" AND 3"x3"xj" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY DECKS 40 psf 15 psf PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF =AGH PLATE. ANCHOR ARCHITECT BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN CONCRETE/MASONRY DATE: 03/16/22 2 OF 7 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS GYPSUM WALL BOARD B. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM PA55ANOER VEHICLE GARAGES 50 psf A5 PER PLAN AND AT 5PACIN6 NOT EXCEEDING 4' ON CENTER. 1. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT HANOER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED COMPOUND METHOD. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42") 10 psf 15 psf 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLESS OTHERWISE NOTED. WATER RE515TANT (H.R.) AT BATHROOMS AND WHERE ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf SITE WORK DEEMED APPLICABLE. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf o I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR 3. 5/B", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS INSULATION p (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACEDj. �'� 2. VERIFY ALL#OIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, IN EACH DIRECTION BEYOND THE UNIT(5). AL50 AT HEAT PRODUCING FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. SLEEPING ROOMS 30 psf 15 psf Err" [� HE �,' �,� F .A RECEIVE CLARIFICATION FROM ARCHITECT/EN6INEER PRIOR TO PROGEEDINO. EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL FOIL TO BE PLACED TOWARD WARM SIDE. CONCRETE PANELS OF 5/B" THICKNESS MINIMUM. STAIRS 40 sf �` " 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. 2. PROVIDE 2" R-10 RIOID FOAM INSULATION FOR EXTERIOR ISsf FOUNDATION p p n�. P.�AY 05 202�STOCKPILE TOP501L OBTAINED FROM STRIPPINGDRIVEWAY AND BUILDING 4. FINISH JOINTS, J-BEAD5, NAIL DIMPLES, CORNERS, AND EDGE5 SHALL BEWALLS FROM b" BELOW GRADE TO 24" $FLOW GRADE IF DESIRED BYSITE. STOCKPILE ALL EXCAVATED MATERIALS• TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGEGUARDRAILS AND HANDRAILS 200 psf 15 psf (P TO DRY $ETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. FOUNDATION WATERPROOFING. ~ Y BUILDING DEf T ',` 7 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: TC)V;�IJ OF SOUII 101_L) ,�' ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 sf 12 psf FOR ATTIC FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. ALL OPENINGS. - 9" R-50 FOR FLAT CEILINGS p 15 psf FOR LATH. - 5.25" R-500 FOR VAULTED AND CATHEDRAL CEILINGS 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 0-003. - 3.5" R-15 FOR 2"x4" WALL CONSTRUCTION - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH - 5.25" R-21 FOR FLOORS ASCE 7-10 (MINIMUM DESIGN LOADS FOR BUILDIN55 AND OTHER STRUCTURES) OL.DOI�I�I DATA I �� TYF I GAL. NA I L I NO/STRAFF I NO REOU I REMENTS FOR FASTENING SGHEDUEE ACL E FALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER UFL. I FT/ SHEAR, $ LATERAL N ND RES STI"'cN(f.,E NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS in Z O SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-005 FOR STRAPPING AND NAILING REQUIREMENTS, w "ALL STRAPPING TO BE V4"x 20 GAUOE" -- 'SIMPSON" EQUIVALENT - 0520 (COILED STRAP) AND ROUGH OPENING FRAMING REQUIREMENTS) 04 ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE *U5E loci NAILS IF STRAPPING 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) � W FASTENER 5PEG. FASTENER Z HOEDOWN 'A' HOED DESCRIPTION OWN 'B' CONNECTION A AND QUANTITY SPACING O Z FOR NEW E EXIST. I `►�I L° I I `�L/ L/R D J J FOUNDATIONS ROOF GE I L I NO FRAM I NO F— LO Y h O I.DIM's ARE ALL MIN.Ws BASED ON USE OF ONLY A Ibd 0 ENDWALL COMMON NAIL w/o PREBORED HOLES. O 0 ENDWALL 2„ RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER RAFTER a Lf) � (5) 2x FULL (5) 2x FULL CORNER STUD AT RAFTER TO RIDGE �" 2.WOOD 15 A55UMED TO BE PP,#2 a BTR. IN DRY USE }, d' m HEIGHT STUD HEIGHT STUD CONNECTED TO RR• 2" SERVICE CORNER STUD TRANSFER SHEAR CONNECTION: GEILIN6 JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER JOIST Z s CONNECTED TO 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL 0 TRANSFER SHEAR "SIMPSON" HDaB 3 8 �ry • (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL GEILIN6 JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE 6-005 EACH LAP = HOEDOWN ANCHOR ® 2-I6d COMMON FOR STRAP - d COMMON . , . " ;�+ HOLES,SET NEW MEMBER. � 2-Ibd COMMON NAILS 0 EA. END OF STRAP. • " " . " • Z NAILS ®6" O.G. 8 LOCATIONS NOTED NAILS ® 6" O.G. & / " • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED GEILIN6 JOIST LAPS OVER PARTITIONS (FACE-NAIL) q-Ibd COMMON EACH LAP Q w ON PLANS 10" O.G. IF BLOCKED ,��`/ 10" O.G. IF BLOCKED CORNER P05T FOR ROOF SLOPES UNDER 5:I2 WITH G.J G.TIES '2" • • 5.SEE SECTION b FOR ANY RE(VT TO CLINCH THE NAILS(TO J m CORNER P05T ROOF SPANS OF 24' OR GREATER, TISHTLY BOND THE END OF THE NAIL TO A qo" ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 6-005 PER TiIE GRAPHIC BELOW) > �• O USE 4 8 d COMMON NAILS ® 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY Z a) m "SIMPSON" HDaB N EA. END OF STRAP FOR ROOF BLOGKIN6 TO RAFTER (TOE-NAIL) 2-8d COMMON EACH END J rj HOLDOWN ANCHOR® SLOPES OF 5:I2 AND GREATER. SECTION 12.4-PLACEMENT OF NAILS d 5PIK-5 s TABLE O LOCATIONS NOTED a GR 4-I. Z � � ON PLANS RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END Q Z 4 CONNECTION BI B2 N . ' AT RAFTER TO TOP PLATE TO STUD u_ -� ' HOLDOWN INSTALLATION OPTIONS: CONNECTION: WAl-L FRAMING L0 ww � B2 I a I- � Lf) FOR NEW P. GONG. FOUND.'s ° ° FOR STRAP - _ 3 8 d COMMON NAILS ® TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON PER FOOT C) . IQ O HOLDOWN CAST IN PLACE w/lla"4) THREADED ROD ° • • EA. END OF 5TRAP: " • TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON J015T5 - EA. SIDE _ s� WHEN IN TOWN OF ISLIP OR NAILING 1 • • FOR EXIST. P. GONG. OR NEWLY CURBED FOUND.'s " " NOTE GEOMETRY EXCEEDS THAT PERMITTED IN CONCRETE w/ "SIMPSON" SET(H m THREADED ROD (FRET (HIGH&H SI 5TRENGTH EPDXY EMBEDDED 12" INTO E31 • • MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (FACE-NAIL) 2-Ibd COMMON 24" O.C. CO ----I ADHESIVE), d FOR TEMP.'s 0°F-40°F USE 'SIMPSON" AT I SIMPSON H2A (OR EQUAL) RAFTER TIE w cr (HIGH STRENGTH ACRYLIC ADHESIVE) HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES ' FOR TOENAILING - 5 8 d COMMON NAILS FOR EXI5T. /NE USE SAME V W G.M.U. (GONG. BLOCK) TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD w FILL TOP 2 COURSES SOLID 8 CAST IN PLACE HOLDOWN w/7/8"O THREADED ROD CONNECTION " FOR G.J. TO R.R. - GI 1(0 d COMMON NAILS REGUIREMENT5 FOR BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, RA15ED C.J.'s(WHEN AT G.J. TO G.J. CONNECTION: ENDJo1sT, or BLOCKING (PAGE-NAIL) 2-I6d COMMON 1� PER FOOT = J APPLICABLE) FOR EA. PLATE TO STUD ABOVE 4 OR BELOW J U HOL[[ OAN 'G' HOEDOWN V _ _I6_d COMMON NAILS FOR G.J. TO G.J. - a 16 d COMMON NAILS FLOOR FRAMING Q j .4 ..,: .. FOR NEW k EXIST.FOUNDATIONS FOR NEWLY POURED CONNECTION GI 4 02 • JOIST TO SILL, TOP PLATE or 61RDER (TOE Bd-NAIL) 4- COMMON PER J015T -A � FOUNDATION 0 ONE STORY ONLY (5) 2x FULL ENDWALL BRIDGING TO JOIST(TOE-NAIL) 2-8d COMMON EACH END TFU HEIGHT STUD\ CORNER STUD CONNECTED To BLOCKING TO TRANSFER SHEAR AT STUD TO FLOOR ASSEMBL J015T(TOE-NAIL) 2-8d COMMON EACH END "SIMPSON" HDaB (3) 2x FULL •. Y " G2 ° TO STUD CONNECTION: BLOCKING TO SILL or 5-I6d COMMON EACH BLOCK HOEDOWN ANCHOR ® 2-I6d COMMON HEIGHT STUD ': TOP PLATE (TOE-NAIL) LOCATIONS NOTED NAILS ® 6" O.G. ff ON PLANS IO" O.G. IF BLOCKED G I FOR STRAP - 5 8 d COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 5-I6d COMMON EACH J015T CORNER POST ! NAILS o EA. END OF STRAP \\\ JOIST ON LEDGER TO BEAM (TOE-NAIL) 5-6d COMMON PER JOIST FOR EA. PLATE TO STUD ABOVE 4 OR 2-Ibd COMMON € BELOW - 2 1(0 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 5-I6d COMMON PER JOIST NAILS ® O.C. s BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON ' PER FOOT e d ROOF SHEATH I NO STRUCTURAL PANELS: °• INTERIOR ZONE Sd COMMON 6" EDGE / 12" FIELD Jll "51MP5ON`5T D14RJ CONNECTION DI 4 D2 BBLLO KING PERIMETER EDLID G'= ZONE s &d COMMON b" EDGE /b" FIELD HOEDOWN INSTALLATION OPTIONS: o EA.BAY GABLE ENDWALL RAKE OR RAKE TRU55 w/ 8d COMMON 4" O.G. UP TO q" RAKE OVERHANG FOR NEW P. GONG. FOUND.'s ,...--•^'' HOLDOWN CAST IN PLACE w/ 7/6"O THREADED ROD "- FOR EXIST. P. GONG. OR NEWLY C:URRED FOUND.'s • AT STUD TO FLOOR ASSEMBLY TO 51 LL CE I L I NO SHEATH I NO -1/5"(P THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLA7E(5) CONNECTION: DZ CONCRETE w/ "SIMPSON" SE°E(HIGH STRENGTH EPDXY r7 I/2" MIN., I ADHESIVE), s FOR TEMP.'S O°F-40°F USE "51MP5ON" AT CORNER 3 8 d COMMON NAILS 0 EA. GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD (HIGH STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR a a FOR STRAP - _ 1 SPECIFIED ON I " END OF STRAP (WRAP STRAP UNDER SILL FL) I WALL 5HEA7HINO FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE FOR EA. PLATE TO STUD ABOVE OR BELOW - FILL TOP 2 COURSES SOLID ff CAST IN PLACE HOEDOWN ° STRUCTURAL PANELS Sd COMMON 6" EDG " w/�/8"� THREADED ROD _� ___— d COMMON NAILS m — E / 12 FIELD a a e. ALTERNATE CONFIGURATION - ABOVE STUD TO FLOOR CONNECTION w/ # LPT4 SIMPSON (OR STRAP w/(3) GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD L) 0 PLATFORM TO SILL PLATES OF NAILS R EA.END Z EQUA NAIL. I NO/C.�TRA��I NO @ W I NDOW/DOOR HEADER 57ANDARD/ALTERNA7E OF EA.STRAP TO EA.JOIST-(FOR FLOOR SHEATH I NO (5UBFLOOR) ALTERNATE USE NOTATION: SIMPSON H2.5A) A - NUMBER OF Sd F NAILS ® EA. END O STRAPPING (2018 WFGM TABLE 5.,1,P. 189 CONNECTION E ��) STRUCTURAL PANELS: U B - NUMBER OF SILL STUD5-ON FLAT (DOES NOT APPLY To DOORS) (2018 WFGM, TABLE 5255,P. 2411) I or LESS: 8d COMMON b" EDGE / 12" FIELD G - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER (2018 WFGM,TABLE 3.250, P. 2q2; GREATER THAN I": IOd COMMON b" EDGE / 12" FIELD ALTERNATE AS PER TABLE 5.250,P. 2cI5) D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KIN& STUD TO END OF HEADER® EA. SIDE • I _ NAILING REOUIREMENT5 ARE BASED ON W W ALL SHEATHING NAILED b O.G. AT THE PANEL EDGE. A �i1 (200 WFGM,TABLE 5.1, P. 151) AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL 5HEATHIN6 NAILING, 15 REDUCED. Q E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2015 WFGM,TABLE 5.22F,P. 2w8) PLATE(5) CONNECTION FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER G F - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF 5ILL(5) 0 EA. SIDE a SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE IDOUBLED, OR (DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 5b,P. I9i) . a as 5LAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USES TO MAINTAIN THE LOAD PATH. PROJECT: B a a a ° a <a 2 - WHEN WALL 5HEATHIN6 IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF FOR STRAP - 3 S d COMMON NAILS 0 EA. 5 - FOR ROOF 5HEATHIN6 WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH E . ° NAILS SHALL BE PERMITTED To BE REDUCED TO 1-16D NAIL PER FOOT. FASTENING SCHEDULE B AND OF STRAP (WRAP STRAP UNDER SILL PL.) DAN I LCZYK a° SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REGUIREMEN'T'5 SHALL BE ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENIN55 a �' FOR EA. PLATE TO STUD ABOVE ffi OR BELOW - USED. (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION) _2_ _16_ d COMMON NAILS SUN ROOM A NOTATION ROI,GH A B G D E F G oPNG 550 CEDAR POINT DR. E. 21-011 2 1 1 1 1 1 SOUTHOLD, NY 11971 4'-0" 4 1 2 2 2 2 SFL. I Cl I NO OF TOF FLATS OABLE ENDWALL " - PROVIDE (2) 2"xIO" HDR (MIN.) U.O.N. 6'-01, 5 1 5 5 5 5 BRAGINO/5TRAFFINO DRAWING TITLE: (5) - REaUIRE5 SILL PLATES OF 2"x6" (MIN.) TOP PLATE _-- BLOGKIN&2 FOR RAKES 12"OR HOLDOWN, ANCHOR BOLT, 7 2 5 4 4 4 SPLICE BAYS BACK mLINOESS PROVIDE �{ TOP PLATE SPLICE REQUIREMENTS -OP PLATE SPLICE REQUIREMENTS 41-0° O.C. �To" HEIVE RAKE O.H. STRAPPING, & NAILING DETAILS FOR WIND - EXPOSURES BBG - FOR WIND - EXPOSURES 5$0 - ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE BUILDING MINIMUM SPLICE BUILDING MINIMUM SPLICE'�a` DIMEN51ON (FT) LENGTH (FT) DIMENSION (FT.) LENGTH (FT.) TYP.STRAP w/(5) PAGE: 8d NAILS EA.END 12'-011 21-011/2'-61, — 12'-0" 3'-O" OF EA.5TRAP �I/ }� I ATTIC G-003mOO I�L�/H®R �®L<T G J�E� IFI �AT ®I VS II b'-O" 3'-O"/3'-q" Ib'-O" 4'-O" 20'-0" 4'-0"/5--0" 20'-0" 51-011 SPECIFICATION (2015 WFGM TABLES 5.2A 4 5.2B,P. I57-I60) BLOCKING 2 BAYS gq�� 24'-O" 4'-O"/5'-O" 24'-O" 6'-O" BACK® 4'-O" O.C. CORNER DATE: 03/16/22 3 OF 7 CONDITION FOR ALL STRUCTURES: • s/8"� ANCHOR BOLTS 0 39" O.G. 28'-O" 5'-O"/6'-3" 28'-O" 7'-O" J ' 521-0" 61-01117'-611 521-011 N SECOND FLOOR 1 p NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE 11 , ,� , ,� , 0 „ LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40-O 8-O /IO-O 40-O ill-Oil I. MIN. 7 EMBEDMENT INTO CONCRETEBLOCKING 2 BAY5 ♦. PROVIDE AN EQUIVALENT NUMBER OF NAILS END w/ 5" 50UARE WASHERS AND END NUT SETUP; BACK 0 4'-0" O.C. •�G d �' , I 11 , II , ,� I 11 , II �� `J CONDITION N TABULATED 5 LICE LENGTHS ASSUME A SUILDIN6 LOCATED 50-O 50-O 13-O TYP STRAP w/(5) IS EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 8 FILL 7v TOP TWO COURSES 50LID I bd NAILS EA. END 14i � . 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60'-O" 12'-O"/IS'-O° 60'-O" I6'-O" OF EA. STRAP (� '�r'?, c's -A HEI6HT5 FOR OTHER WALL HEI&HT5,H,THE TABULATED UNIT 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL,LOADS SHALL BE MULTIPLIED BY H/8; r" OR REPLACED BY HOLD DOWNS FOR 5HEARWALL5 FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE '70'-O" 14'-O" FIRST FLOOR t `. dz PLAN DIAGRAM OF ZONES NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 7O-011 IQ Ol1 �+ �,yl`ti' r;• ; , " " (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT), 3. ANCHOR BOLTS ARE TO BE BETWEEN 6 +1 12 I 1 1 11 N :- FROM ENDS AND CORNERS (TWO 0 CORNERS) W wALL- 1.125 80-O I6-O 80-0 22-O (SEE DIAGRAM TO LEFT) IO'WALL - 125 BLOCKING 2 BAYS II'WALL- 1.515 THIS COLUMN w/MULTIPLIER BACK® 4'-O" O.G. 0 - �y 12'WALL- 1.5 FOR 10'-0"WALL 4. COORDINATE w/ HOEDOWN LOCATIONS 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAMING GRAPHICS CONTINUOUS BUILT-UP GIRDERS, 5 OR MORE SUPPORTS I �I I I,�I NO a� (THAT EXCEED FRAMING STANDARDS, IT IS REQ'D FOR FRAMER TO HAVE A I REBLOGK I I�� OR �1� TORM Y VoODRM I I�lL/ a a WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK ASSEMBLY REQUIREMENTS:CONNECTION PATTERN SCHEDULE W U (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) o AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/6 Z O a I/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED W CONNECTION DESCRIPTION �� TOGETHER 51DE BY 51DE ARE CONTINUOUS OVER J W N PATTERN I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES �— vq BLOCKING UNDER LOAD BEARING WALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE MAX.52" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. W (2) NON-LOAD BEARING WALL OFFSET FROM SUPPORT A ROWS IOd NAILS o 12"O.G. THE SPAN LENGTH FROM AN INTERMEDIATE Q W �_ 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST � � TUDS STUD B 11(3)ROWS IOd NAILS o 12"o.c. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRESLOPPING. X Z SUBFLOOR P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE (n Z (2)ROWS 1/2" 0 BOLTS o 12"O.G.STAGGERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE O SUBFLOOR G ML.o ENDS TWO-PIECE PLATE SERVE A5 FIRE5TOPPINS. J = \ BUILT UP GIRDER P MAX.82" H SOLE PLATE J (2)Rows 1/2"A BOLTS o I6"O.C. NAILING: 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE SOLE PLATE D TWO-PIECE GIRDER5 ARE TO BE NAILED FROM ONE J015T SERVES AS FIRE5TOPPING. m 0) O SIDE WITH IOd NAILS, TWO NEAR EACH END OF O E (2)ROwS I/2"Q BOLTS o 24"O.G. O O BETWEEN 1/6 EACH PIECE, OTHR5 STAGGERED WITH A DISTANCE 5 S. FIRESTOPPIN0 SHALL BE 2 INCHES OF WOOD BLOCKING �' L. F (2)R:OW5 5-5/6'TRUSSLOCK SCREWS o 12"o.C. 4 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. W m SCREWED ON(U 51DE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH Z 6 (2)ROWS 3-3/8"TRUS5LO0K SCREWS o 16"O.G. P SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE Q SCREWED ON(U SIDE OF MEMBER " AND 2 INCHES OF WOOD BLOGKINS PLACED BETWEEN 0 JOIST, OTHERS STAGGERED w/ A DISTANCE OF 32 = H (2)ROWS 5-5/8"TRUS5LOCK SCREWS o 24"O.C. P BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE AS FIRE5TOPPIN6. JOIST SCREWED ON(1)SIDE OF MEMBER Z THREE-PIECE 'l. FOR PLATFORM FRAME GONSTRUGTION: THE SOLE AND W MAXIMUM OFFSET � (2)ROWS s°TRUSSLOGK SGREwS o 12"O.G. BUILT UP GIRDER MAX.82° THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d Q J JOIST DEPTH, d SCREWED ON BOTH 51DE OF MEMBER p, 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS MATCHED SIZE OF BLOCKING NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPING. -J pp I(2)ROW5 5"TRU55LOCK SCREWS o I6"O.G. UNDER NON-LOAD BEARING FIRESTOPPING AND K SGREwED ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE 3 � W1 O BLOCKING OTHERS STAGGERED w/ A DISTANCE OF NOT MORE b. THE HEADER SERVES AS FIRE-STOPPING. Z 0) CD PARTITIONS 0 52" O.G. STUD L (xREWED ON TRU55LOCK DE CREAS a 4'O.G. BETi4 of A6 THAN 32" BETWEEN NAILS IN A HORIZONTAL LINE. J r"'I Tq DOUBLE PLATE q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL r"I O GE I L I NG BRAG I NG 5 IN NOTE: FOUR-PIECE CIDERS ARE TO BE A55EMLED AS STR 6ER TO SERVE AS PIRE5TOPPING.N ADJACENT TO Z }, 4 CANTI LEVERED FLOOR 1.BEAMS a HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS A5 SPECIFIED Q Z e-I GABLE ENDWALL PLAN SHALL USE GONNEGTION PATTERN 'A'WHEN 6"OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR cr CV d CONNECTION PATTERN '15'WHEN 10' OR LARGER FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH LL- W (D STUD 2.WHEN 50REWIN6 OR NAILIN6 FROM BOTH 51DES OF MEMBER- FOUR-PIECE ANCHORING: 2 , APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL LO T-1 OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH p GIRDER5 ARE TO BE SECURELY ANCHORED TO I 0 SOLE PLATE 2"x4"CONTINUOUS GABLE END MA50NRY PIERS, NAILED TO WOOD POSTS OR FIRESTOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF Q SUBFLOOR LATERAL BRACE o 6' O.G. TRUSS THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE CEILING O BAND BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE 2) IOd NAIL5 TRU55 OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED JOIST , GJ AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL /� I LOADED j� J� �/� PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON I `� L_ I I �l O F A T T E R I `�S FOR SIDE L�O A D E D BEAMS (I e . F L.U S I I B E 1"�I ' I S> NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE 10)8d -LOCATIONS REQUIRUN6 FIRESTOPPINS- NAILS AS FIRE5TOPPIN5. � FIRE- FIRE- WOOD FIRESTOPPIN6 FIRESTOFPIN6 STOPPIN6 5TOPPIN6 FIRE- FIRE- FASTENING RECOMMENDATIONS FOR 51DE-LOADED, STOPPINS 5TOPPIN6 SOLE W MULTIPLE-PIECE MEMBERS JOIST * 5d COOLER NAILS o 10" O.G. N' '' _ _! NAILED BOLTED BLOCKING 2"x4" BLOCK NAILED TO EA.BRACE 1 FIRESTOPPERn U J 2 ROWS Ibd E ROWS Ibd 2 ROWS 15' 2 ROWS)' 2 ROWS)4' ���,�i�� w/(4) IOd NAILS COMMON COMMON BOLTS•24' BOLTS 80LT5 WEN 0 12"O.G. 0 12'O.G. O.G.BTAB6e o I2"O.O. o b'O.C. ``;'�" COVERING IS APPLIED STUD GYPSUM BOARD 20 ga. STRAP TWO Rope 12.O.G. THREE Rows 12"0.0. ,'- ToUNDERSIDE �I 015� ` LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 DOUBLE PLATE • Sd COOLER NAILS a 10" O.G. (10) ad NAILS BEAM SELECTION w/ 57D. NAILING NOTE: ENDWALL STUDS AS NOTED IN NOTES '1 $ 5 ° ° ° ° ° ° ° ' 5 NONCOMBUSTIBLE ALTERNATE JOIST SHALL BE LOCATED DIRECTLY * DENOTES ALT.FOR USE OF DRYWALL SCREW5 ° ° ° FIRE5TOPPIN6 LOCAnoN OVER STUDS, UNLE55 TOP PLATE 15 4" o EDGE/12"o FIELD FULLY BLOCKED I.TOP AND BOTTOM ROV5 SHOULD BE 2"FROM ECCE5 SOLE WOOD FIRE5TOPPIN6 OF GIRDER DESIGNED TO CARRY THE LOAD 50REW5#6 - 14"TYPE W OR 5 FIRESTOPPIN6 LOCATION 5 LOCATION 6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.STAGGED ER TWO ROWS b"O.G. 4s, FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROU6H THE FULL � INTERIOR STUD DETAIL THICKNESS OF THE MEMBER.USE WASHERS UNDER HEAD AND NUT' O O O O 0 0 O O O O � ' OVERLAID ROOF B.STAGGER EACH ROW OF FASTENERS BY 12'. O C> O 0 0 O O O O 2 SPADE NOT ATTACHMENT ® VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 PROM EACH SIDE. :,•_ TO BE PILLED ® NONCOMBUSTIBLE FIRESTOPPIN6 i S.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO it FIRESTOPPING V \ APPROX.I INCH THICK BOTH 51DE OF THE MEMBER ! \ 6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6'O.G.OR TRIPLED FOR 4'O.G.NAIL SPACING. LOCATION lrzt \ STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: STRAPPING W/ T,2 ROW5 OF Ibd COMMON NAILS(12"O.GJ FOR DEPTH5 12'OR LESS 4 8d NAILS LOCATION 8 PIREsrOPPIN6 LOCATION a ® EA.END o R.R. 5.5 ROWS OF Ibd COMMON NAILS(12"O.C)FOR DEPTHS OF 14',16"t I6". LOCATION 10 FULL WIDTH 2" BLOGKINS z O r_.,ONSTRUC-,T I ON DETAILS Val I ND LOAD PATH CONNECT I ON DETAILS TOP PLATE DRILL 2"(0 INTO ROOF DECK FOR STRAPPING IN5TL NOT TO SCALE INTERSECTION DETAIL -- EX15T. OR NEW NEW R.R.SET W/ R.R.BELOW UPPER TOP PLATE LAPS 4 IOd ONTINUOUS LOHER TOE NAILS/ NOTED CONT.5LOGKI*16 TOP PLATE SPIKED TO R.R.'s ALIGN NEW 4 EX. R.R.AS SHOWN .KING STUDS PLAN VIEW NOTE: oo'R.R.SIMILAR N 'SHED' WOOD JO I5 WOOD JO I GRI PPLE STUD 01 BLOCKING JOIST HANG HEADER GENERAL REGU I REIt4ENT5 FOR GENERAL REQUIREMENTS FOR z W INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS GI RDERMEADE � WOOD GIRDER WOOD JOIST JACK STUDS MAIN MEMBER W F� Lu TI �_ 40' '400 Q JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDERMEADER TYPICAL HEADER CONNECTION I. 70E-NAIL5 SHALL BE DRIVEN o AN ANGLE OF PROJECT: DIAM.X 5 APPROX. 50° w/THE MAIN MEMBER d STARTED APPROX. THE LENGTH OF THE NAIL FROM THE MEMBER END, DAN I LCZYK I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAIGHT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A: 010° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN SU N ROOM MEMBER, FOR THIS APPLICATION, SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTE5. R 51-LITTNO, No MORE THAN 2 TOE NAILS SHALL BETINSTALI AVOID IN EA. SIDE OF A RAFTER OR CEILING JOIST WALL STUD WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS 550 CEDAR POINT DR. E. IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. SOTTO FLAT BOTTOM PLAT BATHTUB SUB FLOOR DOUBLE JOIST DOUBLE JOIS TOP PLATE SOUTHOLD, NY 11971 G_H I M. CHASE SECURING Q STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS NOTE FIREBLOCKING DETAILS (51M. o GHA5E WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD GONNEGTI ON w/STUPS TO ATTIC FLOOR k BLK'S TO R/L SIDE'S w/STRAPPING TO R/L SIDES) O PAGE: TOP PLATE ® O m < WIND RESISTANT �ONSTRUGT ON CONNECTORS CHIM.CHASE WALL z p U o CONNECTION LOCATION: PART NUMBER: NOTES: G-004mOO �0 '"Lu p RIDGE-TO-RAFTERS G520 9 21" APPLY TO EACH PAIR OF RAFTERS -�z < 10 Q z ® RAFTER-TO-WALL H7 APPLY TO EACH RAFTER DATE: ROOF IL `' z 03/16/22 4 OF 7 40 RAFTER-TO-PLATE H,5 or H25 APPLY TO EACH RAFTER 0 REa'D BLOCKING PATE-TO-WA G520 © 18" TO ALIGN w/STRAPPING w OL L LL STUD APPLY TO EACH WALL STUD o EA. LEVEL ABOVE N . THE FIRST FL. ®z w K 2ND. FLOOR WALL-TO-1ST. FLOOR WALL LFTA or C520 @ 56" APPLY TO EACH WALL STUD �- FLOOR/Cl-5. ® HEADER-TO-JACK STUD G520 © 12" APPLY TO EACH JACK STUD eDA �, ,� CJr- . PPLE STUD-TO-HEADER H3 APPLY TO EACH GRI PPLE STUD ��` •�'`� ` ' SHEAR WALL HOLDDOWN ANCHOR 557BI6 APPLY TO EACH SIDEWALL END �:��t:',;`;, °'~' 0 WRAP UNDER DOUBLE SILL PLATE ' 157. FLOOR-UNDER-SILL PLATE C520 ,I N� (USE WITH 3 5OUARE WASHERS) 0• OF �IE .. R SIDE VIEW PLAN VIEW _ 9TF 7 ly. USE THE FOLLOWING OR APPROVED SIMPSON METAL 0ONNECTOR5 FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACIT111'. ENE AL ALL NEW WINDOW5 SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEC.'s. SEE PAGE "G-003" FOR NAILING 4 STRAPPING DETAILS. **SEE DOOR SCHEDULE FOR ALL GLA55 DOORS FROM SAME MANUFACTURER" � V W PARTIAL HEIGHT \. o.. \ t. DEMOLISHED \ \\ \ .. \.G TO BE DEMO \�\\\ �. \ O EDL \ WOOD FR E L L. \ _ .... .� ,.... Lu WHEN APPLICABLE :. _": : ��� ;� r-I FI EX15TINO TO REMAIN \ \.. \• DOOR NEW FOUNDATION WALL WINDOW DIMENSION „\ ,... :..:... .,.` J I j NEW WOOD FRAME (L.0. # \ , : Q TAG TYPE MODEL \\. .::,:•. \ . STL. WHEN APPLICABLE) ' _ -_- , ; . QUANTITY NNI �_ TAG DESCRIPTION \ l' // WIDTH HEIGHT \... t�.��„ `<\\ I-- !/ 01-i"f' WIDTH HEIGHT ��\.. .j MIN. 2 2 x4 STRUCTURAL r. \' ;,a: �\ •: L NEW I-HR FIRE RATED O \... . �<.1 5-� . ® P05T FOR 4 WALLS A DOUBLE HUNG TN210510 \ O '„',, 2-I I E4-O� \'>_ " .;s _j WOOD FRAME (L.G. L �`` \.. .. I F- J \ \ Lo MIN. 2 2 xb STRUCTURAL .... . .... \\ .. . \ \ F- WHEN APPLICABLE) \• `':a F F \\ .. \,RB Ld>~7R. \t .\>o` J 1 N I 11 \\. .\\ ��\. ..\ �.. \. \. \\ _:\' POST FOR 6 WALLS) U.O.N. DOUR E HUNG TW21042 .�� :,::..�� � .` \ .. :' ... ..... ..... \. \ , .:,,.`,�....: � �.:' .\.�. 12 NEW 2-HR FIRE RATED - — \„ \:: O O O WOOD FRAME L.G. S'i L. I- ( G AWNING AR31 ✓ \ pt Lo w '�" ' \ 2-I I I-5 101 SINGLE SWING 3-O 6-8 \:�►. ,: �x 2 WHEN APPLICABLE) ---_- -- -- �- Z O cr � O FOUNDATION PLAN NOTES Q ; w I I J O FOUND t POSTS FOR WD. DECK: ° J 00 WV. P.T. POST 4 P. GONG. PIER UPON FOOTING A5 PER Z O DECK DETAIL (TYP) FOR WOOD STAIRS ® GRADE: I J O O2 " Q'D EN6TH UPON �EX15T. FOUND. Z }' 4 4 THK. P. GONG. PAD el WIDE x RE L O I 5 0 Q Z Tq 6" GRAVEL UNDER 2"xl2" P.T. STAIR STRINGERS ® 0 (NO WORK) 2'-6" c N MAX. I6" O.G., U.O.N. (MIN. 3 5TRINGER5) — — — W W CU TYPICAL LEDGER BOARD ® EXT. DECK: __ Ln cr Tq O3 I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS ® III I _ — — I 0 2. SECURED w/(2) 5/e," (P x 5" LONG H.D. GAL. LAG BOLTS EXISTING BATHROOM WINDOW TO BE REMOVED. III r tL LL IL 8 6 J O ® 16" O.G. _O _ 111 J - v •: 5. INSTALL H.D. 6ALV. JOIST HANGERS BY 'SIMP50N'(OR — — — — — — — — — — — — —III— - M In EQUAL) 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING I III I 5PAG BENT OVER TOP EDGE OF LEDGER BD. j j HATCH q 5 z ® 6 I I W 5. SEE NOTED DETAIL LL TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: O • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHELD 1 - - - Lu 4 SILL SEAL EXIST. I I �i �i `� 3'-II" 10'-2" I cV N (' • ANCHOR BOLTS AS PER PAGE 5-005 DECK TO BE 1 1 1 1 `A m 3 I ® I I I ~ V • P. GONG. FOUND. WALL AS PER DETAIL UPON REMOVED 1 1 I I ( = J • P. GONG. FOOTING AS PER DETAIL I I 1 ? (V I ( U J • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR • B.O. FOOTING V-O" BELOW GRADE MIN. • 1/2" EXPAN51ON JOINT ® PERIMETER OF SLAB (WHEN APPLICABLE) 4 -»- • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS ® I Q STOOPS (WHEN APPLICABLE) I 11j- w I i 6 6 ( A- � • MA50N TO ACCOUNT FOR FIN15H STONE ON THIN SET III ti N A-A _ — - _ = I I \A\ N ------- O ._._. _ FOR HEI6FfT OF WALL 4 SLAB (WHEN APPLICABLE) I " IO II PT A-2 Q I 1 ry X . . m I � — — — — 01 (2) 2 __ __ Z-----------� --—__=_=___----� _ DRP. 6IRDER O18"x8" DEEP P. GONG. CONTINUOUS FOOTING - T hl I — — — — — — — — — — — — — — — AS PER NOTED DETAIL (TYP) I L-----------I IJ I I /I_`,/2Zl 11 61_511 �- I -----------I -� _ T O HOLDOWN: II II I Q 2 dJ 6 HOLDOWN V' AS PER PAGE 0-003 I I 1 m T Q II �21I _ O NEW UN-REINFORCED P. CONS. SLAB �g � I. NEW 3" THK. UN-REINFORCED P. GONG. SLAB UPON 6_2 Q 14'-I" 2. 4" (MIN) GRAVEL BASE UPON IV-4"�,_1Y2° ?-II" q'-4" 3. 6 MIL POLY VAPOR BARRIER 24'-5" 2q'-511 UNDER-FLOOR AREA VENT5 Og NEW VENT w/MIN. I S.F. NET VENTILATION OPENING PER 2020 IRC R405; INSTALL AS PER MANU. SPECS WITHIN 5'-0" OF BUILDING CORNERS SOIL BEARING CAPACITY NOTE: STRUCTURAL DEVON OF FOOTINGS A55UMF-5 A 501L BEARING CAPACITY OF 1.5 TON5/5.F. DEMOLITION PLAN PROPOSED FOUNDA71ON PLAN SCALE: 1/4" = 1'-0" SCALE: 1/4" = P-O" FLOOR PLAN NOTES DOOR NOTE: I I z ui O 1 RDOORS CALLED OUT ON PLANS BYR'JELD-WEN' (OR EQUAL). 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED I I C) U OUT ON PLANS BY 'THERMAT ' (OR EQUAL).RIJ 3.DOOR TYPE TO SELECT 4.INSTALL AS PER MANU SPEC.'s 3.PROVIDE (2) 2"xb" HDR., U.O.N. 4.5EE PAGE 5-005 FOR ALL OTHER FRAMING ELEMENTS AROUND DOORS (T`(P. FOR ALL) U.O.N. I w O5TAIR $ RAILING NOTE: I I a I. ALL NEW STAIRS SHALL HAVE MAX.1-3/4" RI Q 4}- 4 MIN. 10" Tr - RISERS SHALL_ BE CLOSED 2 PACINO NOT TIO ALLOW PASSA6E SPINDLE A 45 0 SPHERE IPROJECT: 36" HIGH HANDRAIL 4 SPINDLE SPACING NOT - -�-�x TO ALLOW PASSAGE OF A 4" SPHERE -" DAN I LCZYK 3. 6RIPPABLE RAIL AS PER CODE 4 —� DBL. POI'T TO O3 WINDOW NOTE: N EXIST. HOME - - — - RIDGEI a SU N R00 M I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN IU 400 SERIES CASEMENT, DOUBLEHUNG,OR GLIDING EXTEND wALL O O (NO WORK) _O _- (AS NOTED); INSTALL AS PER 'MANU. SPEC.'S. FOR TO MEET RR O 1 SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS ^- _ AND DOORS" ON PAGE 6-002 IF CASEMENT , 550 CEDAR POINT DR. E. 10 I-1�2' I EXIST. — WINDOWS - ALL GSMNT WNDW°i SHALL HAVE PROP. STRAIGHT ARM HINGE WHEN / VESTIBULE - SOUTHOLD, NY 11971 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE TILT WASH 3.ALL GLAZING WITHIN IS OF F'P TO BE TEMP. GL. 5 lol 4.SEE PAGE 6-005 FOR FRAMING ELEMENTS AROUND WINDOWS (TYP. FOR ALL) U.O.N.;(2) 2"x8" HDR. U.O.N. 5PAG I — — — EXTEND ALL W /L"ATG j i j - _� DRAWING TITLE: — tQ�— — PROPOSED PLANS EGRESS NOTE: TO MEET RRIN COMPLIANCE WITH NEW YORK STATE BUILDING — _ GODS, SECTION R310.2.1;THE FOI_LOWIN6 MEANS OF 101 I _ 8 12- -O —=5:12•— EGRESS SHALL BE FOLLOWED: � 3'-Oy III II PROP. VAULTED B ry ....__.____-...:�- ), —® : - x—NET CLEAR OPENINO........... 5.1 S.F. O 10'-2 CEILING NET CLEAR HEIGHT............... 24' MINIMUM Xp L. — _— cy— -- NET CLEAR WIDTH................. 20 MINIMUM Lu ?'6' 01-0. Q HEIGHT 3 I I -- � ® Y �O— --_— — — NEW EXHAUST FAN SHALL BE INSTALLED WHERE _ v vu V I J� -,Xe> R. 2"x8" R.R. O4 VENTILATION 15 NOT MET BY MEANS OF NATURAL =, a~ _, B I I ® I6" O.G--- ® 16" O.0 PAGE: GIRCULATION THROUGH WINDOWS OR DOORS TO 1- x�p V t- ALL WINDOW AND DOOR C'S U _ OUTDOOR SPACES AS PER NYS MECH. CODE SECTION cv -� PROPOSED HEADER5 TO BE (2) VxIO" I u, Q 405.5.2.5; INSTALL AS PER MANU. SPECS j DEC 5/4 OR EEPA� AL KING DECK - B (Ll ^A-A A-A A-A A-1® ■ 00 - O NEW CRAWL SPACE ACCESS. (2) 2'XIO DRP. _ A 201 A-201 GIRDER I I L :.. • O NEW FLOOR: — ' — — — — — — O I. NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCRE4; I'-4" 5'-11Y2" EQ. EQ. N I I 8 DATE: 03/16/22 6 OF 7 SCREW PERIMETER OF SHEATHING 4" O.G. 4 12" O.G. ® ip I I DBL. POST TO 2.NEW FIN15HED FLOOR PER H.O. SELECTION w I m IT'P) T a RIDGE Q II rou+Ax�v, rile �•„� O NEW 4"x3" ALUM. DOWNSPOUT (TYP.) 4"x4" PT POST �� �.� I I r°"`^`������Yr� N WRAP I N AZEK Q Q �t ,p O8 GUTTER HIGH POINT (TYP.) Lu 5'-4" fi '7dJ SUNROOM AND VESTIBULE TO BE INSULATED s 1 '� y .-�a O NON-HEATED FROPOSEU FLOOR PLAN PROPOSED ROOF FLAN SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" ; BUILDING SECTION NOTES ELEVATION NOTES Q V OI NEW ROOFING NOTE (TYP): LLJ Z 0 I. INSTALL NEW ASPHALT ROOFING 5HINOLE5 0HATCHED AREAS INDICATE NEW WORK (TYP) 0 Z 2.INSTALL ICE AND WATER.ATE SHIELD FROM FASCIA UP TOvq 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS V J N J W r-I OVER O2 NEW ROOFING: Q LLI 5.INSTALL 15 # BUILDING FELT (U.O.N.) OVER 1. SEE NOTE ® SECTION >_ 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) m Z S. GAP SHINGLE OVER RIDGE $ HIPS (AS REQ'D) 6.PROVIDE RIDGE VENT (AS REOV) Z PROVIDE CONGEALED FLASHING AT ALL ROOF -J = '7. FLASH ALL VALLEYS O INTERFACES. 8.INSTALL DRIP EDGE AS REO D a. INSTALL ALL AS PER MANU. 5PEC.'s Lo NEW CRICKET (TYP.): TYPICAL ROOF 4 CEILING CONSTRUCTION: O4 2"x4" FRAMING O® I6" O.G.;PROVIDE ICE SHIELD a) O O O O • NEW ROOFING AS NOTED LAPPED IS" IN ALL DIRECTIONS b FULLY FLASH. Z L' m • I/2" GDX PLYWD 5HEATHIN5 (BLOGKIN6 ® ALL PLYWD SEAMS) NEW 5/4"x2" 'AZEK' (OR EO.) WINDOW/DOOR CASING: • R.R.,G.J., 6 G.T. AS NOTED ON PLANS (® SPANS OO PROVIDE AT ALL NEW a EXIST. WIVDOWS/DOOR5 (TYP) OVER 8' INSTALL "X" BRIDGING ® CENTER OF SPAN, U.O.N.) Z • PROVIDE T' OF SPRAY FOAM INSULATION O NEW WOOD FRAME STAIR Q ` J (R-4a) TYPICAL EXTERIOR WALL GON5TRUCTION (TYP.): J m O • UPON "TYVEK" HOUSE WRAP (OR EQUAL) Z M • UPON 1/2" GDX PLYWD. SHEATHING (BLOCKING ® ALL PLYWD SEAMS) Z • 2"xb" STUDS ® Ib" O.G. w/DBL.. TOP PLATE 2 Q Z � • 2" SPRAY FOAM INSULATION (o R=VINGH) w/R-13 BATT INSULATION (R-27 TOTAL.) W • 5/8" GYPSUM BD. WALL FINISHLL. NEW 51DIN6 NOTE (TYP): 3 O4 I. INSTALL NEW FIBER CEMENT HORIZONTAL h' = Lo LAP SIDING $ VERTICAL BOARD 4 BATTEN 4 SIDING vq J O 2."TYVEK" HOUSE WRAP (OR EQUAL) 5.INSTALL ALL AS PER MANU. 5PEG.'s 4.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION 5. 51DIN6 SHALL EXTEND TO TOP OF ALL NEW WINDOWS SHALL BE ANDER5EN; INSTALL AS PER MANU. SPEG.'5. SEE PAGE "G-005" FOR NAILING $ STRAPPING DETAILS. Lu FOUNDATION WALL - m **SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER** - W.M. \B 6 xb I O I O W. o -:� .� � .\HK. P. GONG. SLAB w / �NEW 4" T / .:\\�•� \\. .o... \\ .. \\\\\ 5 a.. \ . \\\�.. \.. \\.. \\ AS PER DETAIL �.:.�\:.,.��<.:. : �\\ ��.\�....: �.._ .:��\\\ \ .\ O REINFORCEMENT L 1N17�?I�i,G�A\ �\�. .\ .\\�. � \� \. Lu Lu O TYPICAL FLOOR CONSTRUCTION: INS,. '' WINDOW DIMENSION U J • NEW FLOOR JOIST AS NOTED ON PLAN TAG TYPE MODEL # \\\O? ': .,\� ,, It 3/4" GDX PLYWD TB6 SHEATHIING (BLOCKING ® ALL ���: � ," . ILL -0 PLYWD SEAMS) ml Il' HEI1 WIDTH HEIGHT F.J. AS NOTED ON PLANS (® SPANS OVER 5' \fox' X X INSTALL "X" BRIDGING ® GEN1R OF SPAN, U.O.N) \ B B B ... 5 A DOUBLE HUNG TN210510 4'-0j" • MIN. OF R-50 BATT INSULATION;PROVIDE MIN. 2" O`. .. \' :.: SPRAY FOAM INSULATION (R=-T/INCH) AT RIM JOIST \DOUBLE HUNG TW21042 w WOOD DECK CONSTRUCTION: "' G AWNING AR31o .:..>..�( o .`? ` 2' IF O SEE PLANS AND DETAIL 5EGTION5. \\,.. <.,. kol w.:. •sue'�.� :\s�,\�\�\\: <�\ ..\.a\v° �\. \.\ \. \DOOR t�1,°s�IAip TAG DESCRIPTION ""p ', , ` \\ QUANTITY WIDTH HEIGHT :IN ICIEST ELEVATION (R I O HT) mm �. \\ \" SCALE: 1/4 - I -O o, :< .: \ \ 101 SINGLE SWING mi°°• s. 2 F�- Z w O >U W Q CONNECTION 'A' AS I PER PAGE 6-005 PROJECT: NEW RIDGE PROPOSED RIDGE HEIGHT 12 2 --------- ELEV. +i8-8' DAN I LCZYK 8� EXIST. CONNECTION 'BI' AS �� �� U 12�8 SUNROOM PER PAGE 6-003 QV 3 RESIDENCE �- � ��-• R� X I (No WORK) 12 550 CEDAR POINT DR. E. SOUTHOLD, NY 11971 � s / J. AS PER PLANS DRAWING TITLE: f PROPOSED EXTERIOR ELEVATIONS m 3 PROPOSED SECTION EXIST. = Ilol; .. PROP. p 1:1 � 101 LL RESIDENCE 7 3 SEASON s 4 ED ED ❑ LEI ❑ El E (NO WORK) r 0 0 � ROOM I -_�� OA o OB OB O 5 CONNECTION 'DI' A5 u L� 0 - - I PER PAGE 6-003 PAGE: r ElL ILIFI ED I i PROPOSED FIRST FINISHED FLOOR ��------ ELEV. +I.a' V.I.F. ® ■ D.J. AS PER'CANS F.J. AS PER PLANS 1 I El El Ll I----�J I L � _� 6 =ry ® LiLtu HL I ri I BASELINE DATE: 03 16 22 o� 6 ----- ELEV. +o.o' / / 6 OF 7 � I m - � � -I- - - - - LA-40I ,,p o " PROPOSED SECTION A-A NORTH ELEVATION (FRONT) ��.��`�� p; p�'}����` SCALE: 1/4" = I'-O" - SCALE: I/4" - I'-O" cry 0 d � U ax � 0 z o W 3, N J � W � a W � o � z TYP. ROOFING (SEE J I--' J SECTION NOTES) Y TYP. ROOF CONSTRUCTION 0) 0 (SEE SECTION NOTES) 0 o 0 'SIMP50N' H2.5A p4l PLAN >- m PROVIDE 5" (MIN.) GONG. COVER RAFTER TIE �'�' Z OF ALL REBAR WITHIN P. GONG. FOUND. WALLS 6 P. GONG. FTG S. PROVIDE STRAPPING Q NAILING AS PER CONNECTION V IN Z "TYPICAL NAILING/STRAPPING EXIST. EXTERIOR PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, SHEATHING J BETNEEN CAVITIES SHEAR, 8 LATERAL RESISTANCE J m PER ENERGY TABLE ON PAGE 6-005 ® EA. STUD. (WHEN APPLICABLE) EXIST. SIDING MATERIAL G.J. AS PER PLAN Z FASCIA BOARD NEW (2) 2"xb" P.T. SILL PLATES BUILDING PAPER $ HOUSE WRAP J Tq FLOOR SYSTEM AS UPON SILL SEAL UPON COPPER TO FULLY OVERLAP FLASHING � � o NOTED ON PLAN TERMITE SHIELD NEW STUD WALL Q Z -H GAP FOR BEAM AS PER PLAN NEW 5/8"� HOOKED ANCHOR DRAINAGE 5/4"xb" COMPOSITE J N -IT I BOLTS ® 34" O.G. W5 SQUARE W Z FLASHING EGTION/DETAILS) FLAW Lo cr TA WASHER E ENDNUT "SIMPSON" P064 (FOR 3 PLY BM) NEW "SIMPSON" LU526 � D Ln � - "SIMP5ON" BG52-2/4 6ALVANIZEIDANGER Z ` )`• - FLASHING (FOR 2 PLY BM) #4 HOOKED VERT. t- I � DRIP EDGE P.T. DECK JOIST REBAR ® 48" O.G. �,. GRADE - COUNTER �A5 PER PLAN ® FLASHING #4 HOR. CONT. REBAR 0 TOP b • .• JOISTS AS PER PLAN FASTENED w/(2) W BOTTOM OF WALL (2 TOTAL) 8 5/8" 0 x 5" LONG HEAVY DUTY GAL. II I LAG BOLTS ® 16" O.G. INTO MUD SILL 8 METAL GALV. JOIST HANGER II : RIM BD.;WHEN ® FOUND. WALL FASTEN P. GONG. FOUND. WALL II' •. w/(2) 5/8"� x 5" LONG APPROVED BY '51MPSON' (OR EQUAL) ® V (MIN. 4,000 PSI) ®11 : MASONRY ANCHORS ® lb" O.G. EA. JOIST W P. GONG. CONT. FTG. I j• z „ „ (MIN. 4,000 P5I) Ip — Z FLASHING (5) #5 HOR. Cow. REBAR .. ,�i p NEW FOUNDATION PIALL—t::� P.T. POST AS C J PER PLAN 5" P. GONG. SLAB I I•'e m Q a. •QII. . :., 2 LEDOER CONNECTION DETAIL b MIL POLY .I I • e s I -401.00 „ _ , „ ' MOISTURE RETARDER .; �- SCALE: I - I -O I I I i i •d® • tea' • I _ t ,\ $ GRAVEL BASE o 'SIMPSON" POST BASE PER PROV. GLEAN 5" " COMPACT FILL- _bil POST SIZE P.T. DECKING i I P.T. D.J. AS PER PLAN FOUNDATION NALL I7F—TAIL ,4-401.00 50ALE: 5/4" = 1'-0" COLUMN TO ROOF OONNEOTION A-401.00 5GALE: 5/4" = I'-O" �Qw w z N< 0 � OtLiUJ U �O LULLI m ? v MIN. 4" BETWEEN EDGES OF P.T. DECK JOISTS AS DECK BOARDS p m I-I/2" SQUARE BALUSTER NOTED ON PLANS w (STYLE TO SELECT) H a 5/4" x REG'D s SIMP50N H2.5A RAFTER ° ° ° ° HEIGHT P.T. R15ER TIE: (OR EQUAL) __ ____ __ _ _ ° °_ 5/4"x6" P.T. PROJECT: 5/4"xb" P.T. DECK DECK BOARDS BOARDS 2"x BLOCKING ® EA. STRINGER TO MATCH SIZE DAN I LCZYK OF P.T. DECK JOISTS FASTEN STRINGER TO S U N R O O M (2) 1/2"0 HOT DIPPED GALV. BLOCKING (MIN. 6 BOLTS ® EA. POST w/ OVERSIZED FASTENERS) .-I P.T. D.J. AS _ Z = WASHERS $ END NUT PREBORED NO91N& PER PLAN RIM BOARD A55EMBELYEAM, POST, DECK TIL a Vx12" P.T. STRINGERS a W. ` ' 550 CEDAR POINT DR. E. O.G. (MIN. 5 STRINGERS ® 4" THK. x 5" WIDE x WIDTH _ z _ P.T. BEAM AS NOTED EA. STAIRWAY) OF STAIR P. GONG. PAD SOUTHOLD, NY 11971 cV - 5OLIM BLOCK ® 12' O.G. I' (2) 5IMP5ON DJTI4Z (1) 1/2"0 H.D. GALV. THRU DECK JOIST TIE ® BOLT w/ OVERSIZED WASHER NOTE: 2"xb" P.T. BLOCK IN BETWEEN DRAWING TITLE: EA. POST 6 END NUT PREBORED INTO ALL DECKING SHALL BE FASTENED X EA. STRINGER. FASTENED TO POST d DECK JOIST TIE m" P. GONG. PAD w/ Iq/64" x rt< "CALI CONCRETE SCREWS BY DETAIL SECTIONS "SIMPSON" ABA44 "DECK MATE" (OR EQUAL) w/COATED DECKING SCREWS BY 1 ® COLUMN BASE GALIBURN" (OR EQUAL) - MIN. ry 4"x4" P.T. POST ID" MIN. (5) SCREWS PER BLOCK GRADE GRADE GRADE 800 'SONOTUBE' FILLED u SOLID w/P. GONG. � 0l1 (MIN. 4,000 PSI) o�1 �I z PAGE: I 4 EXTERIOR MOOD STAIR i>ETA I L A-401.00 _ A— OO (2) #4 HOR. REBAR I I 5GALE: 3/4„ - I -O (2) #5 BENT J L 12"xl2"x8" P. GONG. PAD Q REBAR J Ic FTG. (MIN. 4,000 P51) DATE: 03/16/22 7 OF 7 EXTERIOR HOOD r7)E0< DETAIL , ?A-401.00 50ALE: 5/4" = P-O" C CD qj� �a3 $ k 7405