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HomeMy WebLinkAbout47769-Z Js�Xan'fy h�o�SUFfotX G Cp Town of Southold 6/3/2023 yam' P.O.Box 1179 0 co 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44154 Date: 6/3/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 900 Long Creek Dr, Southold SCTM#: 473889 Sec/Block/Lot: 55.4-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/29/2022 pursuant to which Building Permit No. 47769 dated 5/2/2022 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: additions and alterations, including covered front entry,to existing single-family dwelling as applied for. The certificate is issued to Reilly,Joseph&Margaret of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47769 5/26/2023 PLUMBERS CERTIFICATION DATED uth riz d gnature o�guFFDLI( TOWN OF SOUTHOLD BUILDING DEPARTMENT x 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#: 47769 Date: 5/2/2022 Permission is hereby granted to: Reilly JT 2021 Sthld Fam Tr 900 Long Creek Dr Southold, NY 11971 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 900 Long Creek Dr, Southold SCTM # 473889 Sec/Block/Lot# 55.-4-9 Pursuant to application dated 3/29/2022 and approved by the Building Inspector. To expire on 11/1/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $295.60 CO-ADDITION TO DWELLING $50.00 Total: $345.60 Building Inspector ho��oF so�ryQl 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(, -town.southold.ny.us Southold,NY 11971-0959 Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Joseph Reilly Address: 900 Long Creek Dr city,Southold st: NY zip: 11971 Building Permit#: 47769 Section: 55 Block: 4 Lot: 9 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 X Service X Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 6 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures 7 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 5 4'LED Exit Fixtures 11 Sump Pump Other Equipment: 200A Panel Notes: Living Room Rewired & New Service Inspector Signature: Date: May 26, 2023 S.Devlin-Cert Electrical Compliance Form hO�aOF 50UTyolo ---------- -- - - - # # TOWN OF SOUTHOLD BUILDING DEPT. `ycnu631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] OUNDATION 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 RJEMARKS: gAyAe, 0 il w4alyi pyiri A DATE l 1/ INSPECTOR SOUIy�� # # TOWN OF SOUTHOLD BUILDING DEPT. `�couK►v N�'' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Jr DATE 3 l'Y%�XY� INSPECTOR OF SOUTyo� -- * # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS- 'v all DATE '�Y� INSPECTOR OF so//l _11-7 C loo ILDI &�ATOWN OF SOUTH OLD BUNG DEPT. �ycoum, 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: 2 Wer' / O Q r C4 Zvyt Ae zi, aon e tx c,v � ` g DATE 1-712, 3 INSPECTOR 'A M P Arch i t e c t u re Address:10200 Main Rd,Unit 3A P.0 Box 152 Mattituck NY 11952 Phone:(631)603-9092 Design + Build Southold Building Department 54375 Route 25 Southold'NY11971 RE: Reilly Residence 900 Long Creek Dr Southold NY 11971 Enclosed please find the PAA plans forthe Reilly residence. if you have any questions, please reach out to us at 631-603-9092. Thank you, � T, � 1111 DEC 01 2022 BUILDING DEPT . Page 1 of 1 FIELD INSPECTION REPORT I DATE COMMENTS FOUNDATION (IST) G y ------------------------------------ C FOUNDATION (2ND) K � / AMN- odi4imO ROUGH FRAMING& PLUMBING 'LS trr► s c k -te r INSULATION PER N.Y. H STATE ENERGY CODE c� cy on n FINAL ADDITIONAL COMMENTS e - e D o �- rn 4.7 O wz d b r TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 o Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ® E C E �n PERMIT N0. ��J_eBuilding Inspector: MAK .Z 9 1011 Applications and forms must be filled out in their entirety.Incomplete BUILDING DEPT. applications will not be accepted. Where the Applicant is not the owner,an TOWN OF SOUTHOLD Owner's Authorization form(Page 2)shall be completed. Date:3/29/2 OWNER(S)OF PROPERTY: Name:Joseph Reill _..__. _ _�R . a_._.. scTM #1000-55-4-9 Project address:900 Lona Creek Dr Southold Phone#:631-876-5293 Email: @gskt(@-aol.com T Mailing address:900 Long Creek Dr Southold CONTACT PERSON: Name:AMP Architecture, Jess Magee _.. -._--------__._-- Mailing Address:1075 Franklinville Rd Laurel NY Phone#:516-214-0160 Email;jmagee@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:AMP Architecture,Anthony __-- Mailing address:1075 Franklinville Rd Laurel NY Phone#:516-214-0160 _ Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION [:]NewStructure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes ®No 1 f - PROPERTY INFORMATION Existing use of property:Sin le Famll Residence Intended use of property:Sin le Fami1v Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 NC this property? DYes No IF YES, PROVIDE A COPY, Checl(Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. AMPArchitecture Jess Magee Application Submitted By(print name): ;• ®Authorized Agent ❑Owner _._._..__......._.m..... ..___. Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF Suffolk ) AMP Architecture, Jess Magee being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the agent (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 knob�ledge and belief;a d that the work will be performed in the manner set forth in the application file therewith.k�/G�_ .�. BARBARA H. TANDY%-:,,'_:, Sworn before me this Notary Public,State Of Ne York No. 01 TA6086001 Oualified In Suffolk County XV day ofMCOii ,20 0 Commission Expires 01/13/20 q�3 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) 1,-_ \ I residing at quo Ute - -D) SwtholCIAMP ARCHITECTURE do hereby authorize to apply on my behalf to the Town of Southold Building Department for pproval as described herein. 3/as /aa Owner's Sig ure i Date (( Print Owner's Name / 2 J ��g%3FFIDI4, BUILDING DEPARTMENT- Electrical Inspector ��O Gym► TOWN OF SOUTHOLD o a ` Town Hall Annex- 54375 Main Road -PO Box 1179 co • � Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ' rogerr(D-southoldtownny.gov - seandc@-southoldtownny.aoy APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORM TION.(AII Information Required) Date: 1qz.3 Company Name: ` z Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑1 request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Requi. Name: Address: Cross Street: Phone No.: Bldg.Permit#: q-7-7 (o 9 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please, Print Clearly): 0- . Square Footage: Circle All That Apply: I ftS/� � 7 Is job ready for inspection?: YES ❑ NO F—]RoughIn Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 PhF—]3 Ph Size: A # Meters Old Meter# ❑New Service[-]Fire Reconnect[]Flood Reconnect❑Service Reconnect[-]Underground❑Overhead # Underground Laterals 1 2 H Frame D Pole Work done on Service? Y FIN Additional Information: PAYMENT DUE WITH APPLICATION . �Ct �O Y--e- &* 1 044- %P* 47-7 L9 PERMIT N Address: Switches Outlets GFI's Surface Sconces H H's I I UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer 4C AH Hood Service ps Have Usec )pecial: :omments k f C, �f BUILDING DEPARTMENT- Electrical Inspector GTOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road -PO Box 1179Cal Southold, New York 11971-0959 0Telephone (631) 765-1802 - FAX (631) 765-9502 a r rogerrasoutholdtownny.gov — seand a-southoldtownny.gou APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORM TION (All Information Required) Date: 23 Company Name: O-z-0 ALa,� Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Inform Required) Name: V(7--( Address: Cross Street: Phone No.: c Bldg.Permit#: L-f-7-7 (o email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): � -4c , M o,o-e.of . Square Footage: Circle All That Apply: i f1Stp 0 17 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 2 D H Frame Pole Work done on Service? Y N Additional Information: r PAYMENT DUE WITH APPLICATION rQ cet 104 q-7 ,07 %P* L+ 7-7 69 .` SOIr$�OUNHEARTH DEPARTMENT, lI g7TY DATE H. D. REF. The sewage disposal and water supply _ -,--facilities for this location have been 6 „ w ts� #nwfn� inspected by this dep'artment and founi _ -- - - - - - _ - - _ -tom be- satis•fa-atory. Chief f G n�ranginedrg-e-e& L ON!s CR.E,EIG D.42 VE Services % , T , N.B3'�2'o0"B: 1 !30.00 411 595. 7 �� Laurel A�eHue--- Is boo Is i V► ` O -; `" p t 2M ho. I r E � 1 0 0. . . �AtTE7tAtMN� TCS THIS SU%VEf IS VWIAToa Of ISECTIO"7209 OF ne KW 100 110k r4 IDWAU014 LAW' -CdWA �fS Of THIS SUAYEY m"►lOT�� L!7 1 S THE LAND Sur.YEYJR'S 04X:0 5ml,OR TV EMWSSEfl SEAL SHALL KCft 6t COPLSIUM TO RE A VALID TWE.r-0". tE r s ( • E5 I�tD{CAT'D�14.+1;i`M SIVAL f t y G,1,.y 7 TE TN@ Suva ONLY TO Ttt"t Oi--$�' f:3A re.�.VA lsJ' 3 _ ..s LS PREPARED.A•.0 J. Hs5"v:i TC. p� �]r r TITLE T;OMWO.GJYaR J:tVrA.oij, AN rL�: Lp GuAAlf r:08 Ta12Eifif VEY2=0 ""Ole Lilco L Lr) y" - - 5uti9r'drJ t'�B �+� dSour4 e��rvirs Y,nNVreOrr P.4R 4 ~ ��n� . crrr �ecirri f ► Trtfs dc�r°crr y r787, I197X Vd r! 1-2W P. C. sc4l�: �o'Z7 Csar�ers pI'f, -: tf jr A40041trleO74 T,�/e Ne.S-8�8z6T-3 � - r • SITE PLAN HATCH KEY: a ® PROPOSED BUILDING ADDITION ® PROPOSED ACCESSORY STRUCTURE ' Lu = N ® PROPOSED 2ND STORY J j T-11 m Z X F- O to Z J = - 583042'00"W I3✓.O' i J �/ ~ m � F OEGT SCCFE : FADE <E"*-r • OCIL s O O cry cry -QQ 1 ,QQ PROJECT LOCATION &SCOPE IIX 0 m O I 16 -FROPOSE EXTENDED L I\/I NO ROOM fi=FROFOSE FRONT FORGH SITE PLAN & ZONING DATA 0 Z m Q w J I I J -OO2 ,QQ GENERAL NOTES 00 ENERGYTABLE ? . I I - STRUCTURAL DESIGN CHARTS z DATA : } < ZVI O-QQ�j,QQ HOLDOWN, ANCHOR BOLT, m J N \ \ ,., STRAPPING, & NAILING DETAILS m vq \gp \ \\ m FASTENING SCHEDULE 50' REAR SETBACK \ :, ,, . ,.< \;: \\ ,,,,�\\i rl Q O - - - - - - TAX MAP # 1000-055-04-09 ®®®�. ®® FRAMING GRAPHICS I I I I ZONING DISTRICT R-40 NO BEAM CONNECTION PATTERNS Lu LOT AREA 0.5 ACRES FIREBLOCKING DETAILS GofO - HOUSE #26609; 08/04/`75 A- 101 .00 PROPOSED DEMOLITION PLANS W EXIST. CofO -DECK #Z185O9; 10/30/89 U CELLAR U J ENTRANCE I I SUFFOLK COUNTY HD APPROVAL 5-50-65 3 " A- 1 O2 ,QQ PROPOSED FOUNDATION PLAN 1, v HABITABLE SPACE EXISTING PROPOSED Iv Id EXIST. FIRST FLOOR AREA 1,277.2 S.F. 1,487.1 S.P. AC EXIST. 15TRY WD. FRAME DWELLING 0 W CON. (5 BEDROOMS) W TOTAL BEDROOM COUNT 3 3 - 1 Q�j,00 PROPOSED FIRST FLOOR PLAN 'POW � O \ ,c•• . _ \ , : � ,:` „\ ,: \\\,\, ;:a, PROPOSED ROOF PLAN PROP. I I \\ A- 1 O4.00 ADDITION 0.5' DESCRIPTION (FOOTPRINT) AREA % LOT COVERAGE I I I TOTAL LOT AREA 22,949.0 S.F. PROP. PORCH EXISTING HOUSE 2,012.7 S.F. 8.890 A-201 .00 PROPOSED EXTERIOR ELEVATIONS I I I PROPOSED FRONT ADDITION 209.9 S.F. OA% PROPOSED PORCH 28.5 S.F. 0.1% 40' FRONT SETBACK TOTAL AREA OF ALL STRUCTURES 2251.1 S.F. `i•8% fit-202 .00 PROPOSED EXTERIOR ELEVATIONS "MAXIMUM LOT COVERAGE ALLOWED - 20% W "a\ \\ \\\\�\�\\\\,,,\\�\\\ \\\\.,,.\�\\\ O - SECTION aET�AC .� �(,31�t,1�.I�INO ,:,, �a',x, \.:. ,:: ����� � �O I .QO Bu s � ;.,a: MMEWr DETAILS itl REOU I RED EXIST. PROPOSED COMPLIES Qw m FRONT YARD 40.0' 51.0' 51.0 YES w lu 51 DE YARD 15.0' 35.0' 35.0' YE5 z < 59557' I Na5042'00"FE - - - - - - - - 135.01 BOTH SIDE YARD5 35.0' 41.0' 41.0' YES ��- o REAR YARD 50.0' '16.5' 76.5' YES v W LONO 0 R E E < SRI \/ E F- Q PROJECT: REILLY F OPOSF-D 517F- PLAT RESIDENCE SCALE: 1" = 15'-0" 900 LONG CREEK DRIVE OCCUPANCY OR � souTHOLD, NY APPROVED AS NOTED USE IS UNLAWFUL DRAWING TITLE: DATE:s B.P.#� \ \ a \ .. , R. ,.,.. axe, <\.. \. \iia•. , a CERTIFICATE T C a . C \ W , x,a '• �§ a,�,- �a,� , ,��,� PROJECT LOCATION & SCOP �,. ':�. fix• •.\�3 ^§' 3�F.tE>Ai- \a�9•'y<, :\ \,•. \\ a 4 NOTIFY BUILDING DEPARTMENT AT \\` �., 'max. „, :. ,> SITE P F OCCUPANCY �x\,:..\,\':>":E� LAN & ZONING DATA , £•a \\ > , . ,: 765-1802 8 AM TO 4 PM FOR THE . y3... .. \.> .\:`\y, :�. ,:ham .�. :w*�§:sy F'� N.r 's\. ' .''�':4� ., ,\ \ , ,l „\. \ , \, FOLLOWING , \... _ rOLL WI INSPECTIONS: \\ \ 0 NG I SPEC IC NS. \ \ \ TWO Rte\ ;�ai:a`Aaa. 1. FOUNDATION TihO ' REQUIRED E , Q :i•'' '.b. Ali I r'> x.� \\ a� MAK U�Y a. v FOR PO RED CONCRETE U ''�,\.^fit �,i d.:➢'t,°°.s !•'ag,o-'` wx\�y��\. ,'.}ai..."., F. p' 'g� ..E"a `i., to ��:,« .�'� ,C 1d' _£<•' �c�.�:,. .£.,. 2. ROUGH FRAMING i U & PLUMBING - xx. � A PAG PI-TA{.1 STORP,� WATER RUNOFF . �.= x , BUILDING UILDI €° N ,,.3• .,. .3 ask,..,,,e.; � ,t ,. 3. ION :,a�; � . :'.€ €: a`v` :y ., •� � NOFS PURSUANT 0 CHAPTER 2 :.� •-.�. €° a �' �. OLry PUBS T G R 36 :, EK >,� �° a e �a € . °pry FINAL 4. °�• M T e t Ya \)125' �i.lea $.DE � ,Of HE OWN CO :� G-001m00T T � ;. ,BE \. E : a a= :p:'COMPLETE FOR C.O. ;�• �, ��:_ �. �: ,, �a F� ` •� s r#�- pg y� .F,>be ,. . a „ ext ^• >�k. :.xh8<:,�,x'a r )�' .. a$,. ALL CONSTRUCTION SHALL MEET THE :�• � ' „ , ,.•: :��� .�� ' I �\�'°;,�: :iii .>�'" ', ,< �aaa '•"i`4 frs, REQUIREMENTS OF THE CODES OF NEW y' 1• S' y "�+1, a,< z. , a J a YORK STATE. NOT RESPONSIBLE FOR _ i k'= '•SE k a 'a : x ,. x' .f �E.,' DESIGN N � ; OR CONSTRUCTION ERRORS. •�` •'�: i _�. ).s i �a = ° ,:' D ,.kms ; „ ELECTRICALx \: , a.: ATE: 03/17/22 M .R \�ar>;\ .•.,k• s. '"• �Y ..:,Es- "' ,��.. ". ," �, ", .. ..�\\\\.x. .•.�,. x ;s+.a.,:R>, v"a C" .� ;�a:€ C:a'• ,.p.,. PECTION :.t, :: IN �' �, : s, .� �>��' � a s Y��md ni = , Ea µ� K s':�.:•�[,.. �t�:'' t�ri' '35,.x E::�Ea'.Rg:� �> F °•ay�' .'" xa`s ':;a�`r•�••�°".,I"�:\'x��� ` ;\ , �,�COMPLY WITH ALL CODES OF .4114 SITE AYOUT NOTES: \, ,.TE $NEW YORK STATE & TOWN CODES I. THIS IS AN ARCHITECTS SI PLAN 8 Is . ' 4- SUBJECT TO VERIFICATION BY ALICENSEDAsREQuIRED ANDCONDITIONSoF I exteriorI ineaaa' a SURVEYOR. THE INFORMAT ON REPRESENTED ON THIS SITE PLAN IS TO THE 3 'C� T�)•' � , •�..r• l `b" 'InmIled �� t ARCHITECTSBE T OF E �„�. 3 �i 5 KNOWL DGE. replaced / .T'T.:yL" Ys;. .�dy. s: }.`6•' 3.<., *,f�L:.>5 "3R ) `g .�q�"z �. 1 ., f.+.e„' ,3. .:3. C',i. -'W> .a9 > TTT +• „ I-.l• 1 tea{ I T eg i• L r 1£ a.x £ „ SO .. AnJ ,; 3 Q conform �, � 0 n o \ hall c ���:._: ,I �.� ate _ $> P 2. SURVEY INFORMATION WA5 OBTAINED ED _ v .. zz .�3tea'.;.' :�_ .'t'::' D .�'aCi 4`''' ,Y r. \ y i. € .. 2 FROM A SURVEY DATED JULY 14 I x:�r'` �f�'�'. _,,' 17 D LY 9"15 AND .�'; - R I LDT �I 1 ChapterF <' S 0 US ES 8 x?� T• :.. •i\ , x, i x ,� >> �• a ., ,\�„ .tea. a.E _"F.-:.�,.�. .,..PREPARED BY;the Town Code u ." RODERI Ea y �. a.�� � "£ F 7K AN TUY 612 IST 5T r / `C C7 LY I 1i E GREENPORT N.Y. 11944 F TELEPHONE: (631) 4-17 1186 LOOAT I ON MAI= SCALE: NT5 CARPENTRY NOTES WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY OTHERWISE NOTED. 55 \ /)AT I O IJ V O S ' G I I GATI ON5 I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 a BETTER (Fb = 8'15) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT Y I I -IT 15 THE CONTRACTOR'S RESPONSIBILITYRUC TO KEEP THIS CONSTRUCTION DOCUMENT BINDED OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE Q U T06ETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, 2. ALL LUMBER IN CRAWL SPACES TO BE IS' ABOVE SCRATCH GOAT. MAINTAIN PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 5UB-CONTRACTOR5 IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF BD. BOARD INSUL. INSULATION F- SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR T7 WORK 8" MIN. FOUNDATION EXPOSURE. JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. - WZ O AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR BFE BASE FLOOD ELEVATIONINT. INTERIOR J _ 0 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL GENERAL PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (I) 2"xb„ SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT BLDG. BUILDING(THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (I) TON/SQ. FT., U.O.N. K KIPS (1000 LBS) ; W I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. APPLICABLE BUILDING DEPARTMENT. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS P5 FORMAT, AS BM BEAM MANU. SPEC.'s MANUFACTURER'S 5PECIFICATION5 Q W >_ 4. AT FLUSH FRAMING USE Ib 6AOE METAL JOISTS HANGERS BY "TECO" OR APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIDI. OF 4'-0" BELOW GRADE, UNLESS 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. EQUAL OTHERWISE NOTED B.O. BOTTOM OF MAX. MAXIMUM F' Z ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, _11 0 V) Z STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMP051TE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. BOT. BOTTOM MEGH. MEGHANIGAL. -� = z PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL -J FLOORS, ROOFS, AND WALLS. F- J 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR 6RADIN5 b. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS B.O.W. -� BOTTOM OF WALL MIN. 1 MINIMUM F- Ln Y AND AUTHORITIES HAVING JURISDICTION. 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, RULES SPECIFIED IN I.I THROUGH I.B. UNTIL I� TIER OF FRAMING IS IN PLACE. O 0 U.O.N. G.J. CEILING JOIST NAVD88 NORTH AMERICAN VERTICAL DATUM OF Ila& a 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, -7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. m OF THE OWNER/BUILDER -7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED COL. MN NYC BG NEW YORK CITY BUILDING CODE Lo WICT BY THE GRADEMARK OF A LUMBER 6RADINC OR INSPECTION AGENCY 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED COLU 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 8. MIN. HEADER TO BE (2) 2"x10" UNLE55 OTHERWISE NOTED. WHICH PARTI0IPATE5 IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. Z SHALL BE CLARIFIED WITH THE ARCH ITEOVENGINEER BEFORE PROCEEDING AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE CONT. CONTINUOUS I O G. ON CENTER 0 WITH THE WORK. q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE 6RADEMARK SHALL INCLUDE AN EASILY D15TINOU15HABLE MARK OR q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. DBL. DOUBLE Co.OOCCUPANCY Y 0 P.T. INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE 6. NO DEVIATION5 OR OHANOE5 TO THE STRUCTURAL SYSTEM SHALL BE MADE REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 213 DFE DE5ION FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION Z W UNLESS APPROVED BY THE ARCHITECT/ENGINEER. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE DAYS OF 4,000 P.5,1., U.O.N. Q J ON PAGE 6-003. GENERALLY SHEATHING 15 OF I/2" THIGKNE55 ON WALLS AND 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. DIMEN51ON P. GONG. POURED CONCRETE ...1 00 1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ROOF AND IS 5 GEN GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS THE PROVISIONS OF ANSI/ALTO A I q0.1 STRUCTURAL GLUED LAMINATED 11. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH BEFORE THE START OF FRAMING TIMBERS. b MIL. POLYETHYLENE VAPOR BARRIER UNDER D.J. DECK JOISTS PL. PLATE Z M FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN APPLICABLE. r'I e-1 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. 1.3. PREFABRICATED WOOD I-J015TS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. EA. EACH PLYWD. PLYWOOD 'J rI 0 II. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF COX GRADE. WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM P5055 Z q. DO NOT SCALE DRAWIN65, WRITTEN DIMENSIONS TAKE PRECEDENCE NAILING A5 PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED, U.O.N. STANDARD SPECIFICATION FOR ESTABL.I5HINC AND MONITORING 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIF-5 - ELEV. -� ELEVATION P.T. PRESSURE TREATED STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THI5 (1) WALL TIE PER (3) 50. FT. Q Z r♦ 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, DOCUMENT, THE 60VERNINC BUILDING CODE AND ANY ADDITIONAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR EQUIP. EQUIPMENT REQ'D REQUIRED J CV CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL APPROVED EQUAL. REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, LL W O EVALUATION REPORT. MAX. 52'-0" EXI O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EXIST. STINO Rf RISER Ln m II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA 13UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING.. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT I` O LA AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BASED WATERPROOFINGTO EXTERIOR OF FOUND. O PERMISSION FROM THE ARCHITECT. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE-A5TM D5456 STANDARD SPECIFICATION FOR EVALUATION OF J E FINISH GRADE. EXTERIOR RM. ROOM 0 EXT. 14. PROVIDE 'X' GROSS VERGING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THI5 DOGUMEN, THE Ib. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 8-O' AND AT EVERY 8-O . GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING,UNLE55 APPROVED BY ARCH]TECT/ENOINEER. NO SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACESFAR FLOOR AREA RATIO BTL. _I STEEL 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE l . W 6-003. F.A.V. FRESH AIR VENT S.V. SMART VENT 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THI5 DOCUMENT, THE ARCHITECT/ENGINEER. Ib. APPLY ALL CONDITIONS ADDRESSED IN FASTENIP•!6 SCHEDULE AS NECESSARY. FF FINISHED FLOOR TBD F TO BE DETERMINED TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR 5HA_L REMOVE ALL GOVERNING VUILDINC GODS, AND ANY ADDITIONAL REQUIREMENTS AS � •� RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN CLASS AND LEAVE WORK SET FORTH IN AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE I8. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND (, ' FF ELEV. FIRST FLOOR ELEVATION TEMP OL. TEMPERED OLA55 BROOM GLEAN. CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, WHERE EVER APPLICABLE. W 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PA6E5 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. 1- 15. THE CONTRACTOR SHALL CARRY WORKMAN'S GOMPEN5ATION AND GENERAL Iq. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A F.J. FLOOR JOISTS THK. THICK U I8. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GODS. Z _J LIRVILITY INSURANCE. ALL SHELL COMPLY WITH STATE AND LOCAL GORES Lb. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. U £: J GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. UB FOUND. FOUNDATION T.O.W. TOP OF WALL AND ORDINANCES. FLOOR SHALL NEVER EXCEED A I6" SPAN. MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK � WALLBOARD, ASTM 05.7 SPECIFICATION FOR GYPSUM LATH, OR ASTM C-7q CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr l TREAD Q � 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING SPECIFICATION FOR GYPSUM SHEATHING BOARD. THE UB-GONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER AS PER PAGE 6-003 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED . {.,., COMPLETION OF PROJECT. I.'I. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL A5 IN SOLID +E SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. I6 WIDE x 8 FR. FRAME TYP. TYPICAL .� 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN MEET THE PROVISIONS OF ANSI/AHA AI35.4 BASIC HARDBOARD OF DEEP 8 3'-0" BELOW GRADE. FRPR. FIREPROOF U.D.N. UNLE55 OTHERWISE NOTED 1-7. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, AN51/AHA AL35.6 HARDBOARD SIDING. ARCHITECT/ENOINEER, AND THEIR AOENT5 AND EMPLOYEES FROM AND ACCORDANCE w/AWPA G22; WHERE DRILLING AND/OE GUTTING OCCURS, FIELD : . AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.8 STRUCTURAL PANELS: VERTICAL FTG. FOOTING VERT. ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD GLAL WINDOWS AND DOORS THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS 5HALL I. ALL GLA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD CONTRACTOR I5 TO INSTALL HARDWARE THAT I5 SPECIFIED BY P.T. LUMBER ' IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE 2. GLA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK MANUFACTURER SUCH AS: HANOER5, NAILS, 5GREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD 1 (P5 1) CONSTRUCTION AND H.D. HOLD DOWN w/ WITH ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, CLEARANCES ARE PROVIDED. ITSELF INGLUDIN6 THE LOSS OR USE RESULTING THEREFROM).(B) IS CAUSED IN INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY HDR HEADER WD. WOOD FTG. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR 3. ALL SLIDING GLASS DOORS, SKYLIGHTS, AND ANY CLASS UNIT INSTALLED CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR NDIRECTLY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE GORE WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED CLASS, HNOR HANGER ZR ZONING RESOLUTION EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHO5E ACTS ANY OF THEM MAY A. TRUSS JOIST McMILLIAN I.qE MIGROLAM EVALUATION REPORTS. UNLESS OTHERWISE NOTED. BE LIABLE REGARDLESS OF WHETHER OR NOT IT IS CAUSED IN PART BY A II PARTY INDEMNIFIED HEREUNDER. GEORGIA PACIFIC 2.0E LAM 1.8.2. ORIENTED-STRAND BOARD (OSB), WAFERBOARD ORIENTED-STRAND 4. ALL GLA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH HDR. HORIZONTAL IF PSL1- (PARALLEL STRAND LUMBER) ) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET MANUFACTURER'S SPECIFICATIONS. I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING A. TRUSS JOIST AS PER 2.0E FEC.'s AM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING ALL TO BE INSTALLED A5 PER MANU. SPEG.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY -HE CONTRACTOR 22 I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR ENERGY CONSERVATION CONSTRUCTION CODE. I I I G I /'� �/( I C� TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS,SPEGIFIGATIONS, APPLICABLE CODE EVALUATION REPORTS. I I `l�U J..��T( O� � ��I `l�L,JTR�T I O I `l R�I.XU I R�I " I�I VT✓ FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, APPLICABLE CODES AND 600D PRACTICE. DEVIATIONS FROM THE DRAWINGS AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S b. PROVIDE FLASHING PANS ENDER ALL SLIDING GLA55 DOORS, WINDOWS, OR AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN GODS EVALUATION REPORT. 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL ANY OTHER TYPE OF GLA55 UNIT WHEN WITHIN 6 OF AN EXTERIOR SURFACE. AUTHORIZATION OF THE ARCHITEGT/ENGINEER. APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID 5AWN RAFTERS SHALL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 1. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL let. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE EVALUATION REPORT. SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF UGH UNITS. PROPOSED DESION GORE PRESCRIPTIVE VALUE NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-51XTH OF THE ACTUAL COMPONENTCOMPLIES PERTAINING ARE TO BE FIELD VERIFIED. RAFTER DEPTH. WHERE NOTCHES ARE MADE AT 5UPFc`)RT5 THEY SHALL NOT 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 8. ALL GLASS 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLA55 VALUE CITATION (PER 2020 NY5ECCC) EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. IEOtZED HOLES ARE LIMITED SHALL MEET THE PROVISIONS OF ANSI/AHA AI14.1 CELLUL0510 SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. 20. CONTRACTOR TO REMOVE b RELOCATE AS REQUIRED ALL EX1571NO WORK IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER D";`TH AND THE EDGE OF THE FIBERBOARD OR A5TM 0208 STANDARD SPECIFICATION FOR WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THC TOP OR BOTTOM ED6E5. CELLULOSIC FIBER INSULATING BOARD. q. ALL WINDOWS TO BE ANDER5EN. IF CONTRACTOR 15 TO SUBSTITUTE WITH MAX. U-VALUE = 0.32 ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE U-VALUE = 0.25 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S 24. NOTCHES IN EITHER EDGE OF 5TUD5 SHALL NOT BE LOCATED IN THE 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL 51DINO USED IN CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH FENESTRATION U-VALUE AIR LEAKAGE = 0.30 GFM/5F MAX. AIR LEAKAGE: = 0.30 CFM/5F YE5 SPECIFICATIONS, UNLE55 NOTED OTHERWISE. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE PER R402.4.3 8 TABLE R402.1.4 - CLIMATE ZONE 4 THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, 22. PROVIDE FIREBLOCKINO AS PER NEW YORK ACCESSIBILITY STANDARDS. HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE 015- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL ROUGH OPENING, U-FACTOR,LIGHT AREA,VENT AREA, AND EGRESS MIN. R-VALUE = 4q OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION REQUIREMENTS. GEILIN6 R-VALUE R-4q SPRAY FOAM INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 YES 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AOAIN5T ANY NOTCHES AND HOLES SHALL NOT OGGUR IN THE SAME CROS5-SECTION. REPORTS. UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN 5TAIRWAY5 SHALL BE - GOPYRICHT PROTECTION ACT OF IggO (AWGPA), WHICH HAS SEVERE PENALTIES. 25. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM IS USED. THE 2.2• FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL TEMPERED GLA55. EXTERIOR (2"xb") WOOD MIN. R-VALUE = 20 (CAVITY) YES CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2."1. FRAME WALL R-VALUE R-21 BATT INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 CODES AND REFERENCE STANDARD: NOTES, AND TABLES ON PAGE 6-003 8 6-004. THE FASTENING 50HEDULE 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN5I/A5ME B 18.2.1 SQUARE AND GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FA5TENINO HEX BOLTS AND 5GREW5 (INCH SERIES). MISSILE TEST OF ASTM Elgg(o AND ASTM E1886 AS MODIFIED BY 2020 NY5 BC FLOOR R-VALUE R-30 BATT INSULATION MIN R-VALUE = iq to NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK SCHEDULE). HOEDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET PER TABLE R402.1.2 - CLIMATE ZONE 4 YES Z STATE ENERGY CONSERVATION CONSTRUCTION CODE. SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS +€ MANU. SPEG.'s). 2.2.2• LAO SCREWS: LAO 5GREW5 OR LAO BOLTS SHALL COMPLY WITH ANSI/ THE REQUIREMENTS OF AN APPROVED IMPACT-RE515TANT STANDARD OR 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF HOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. ASME 1315.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). ANSI/DA5MA 115. COMPLIANCE STATEMENT: 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN V WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME 26. COLUMN BEARING AS FOLLOWS: 2.2.3. TRU55 METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. CONSTRUCTION MANUAL BY THE AMERICAN FOREST d PAPER A550CIATION WOOD P05TINO TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN A THICKNESS OF NOT LESS THAN J" AND A SPAN OF NOT MORE THAN 8' SHALL (AFBPA) AMERICAN WOOD COUNCIL (AWG). TREATED WOOD B FLA5HIN0. STEEL COLUMNS ARE TO BEAR UPON FOUND. STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND il> WALL w/ STEEL SHIMS B A MIN. 3/4" OF NON-SHRINK GROUT. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS ATTACHED TO THE FRAMING 5URROUNDINC THE OPENING. PANELS SHALL BE 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE SECURE w/ (2) 1/2" (P ANCHOR 5OLT5 (4" LONG EXPANSION BOLTS ® AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS PLUMBING CODE. EXIST. WALLS k 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT ul 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (a MIN. Ib" GAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, a WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.NJ. CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS GORE. GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL ON THE BUILDING. I D HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY TABLE F,501 .1 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201-7 NATIONAL ELECTRIC IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CLIMATIC OEOORAPHIC DE51ON CRITERIA CODE, NFPA -70 AND 2020 NEW YORK STATE ENERGY CONSERVATION STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) b ANCHOR BOLTS, CODE EVALUATION REPORTS. ALLOWABLE DEI=LECTION OE STRUCTURAL MEMBERS PROJECT: CONSTRUCTION CODE. U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG w/b" RI5E B w/ (2) 5/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LF-05 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD GROUND SNOW LOAD 25 LB5 SET b" DI57., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PACE 6-003. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. ALLOWABLE R E I L LY ASPHALT ROOFING SHINGLES STRUCTURAL MEMBER DEFLECTION BA51G WIND SPEED 130 MPH GENERAL WIND PROTECTION CONNECTION NOTES: 2.2b. PNEUMATIC, NAILS AND STAPLES: PNEUMATIC NAILS AND 5TAPLE5 ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RE51MENTIAL I. ALL SLOPED ROOFING SHINGLES SHALL BE OAF-GLA55-A ASPHALT ROOFING SHALL MEET THE REQUIREMENTS OF THE 60VERNING BUILDING CODE RESIDENCE CONSTRUCTION; 557D 10-qq AND 2018 550 HIGH WIND EDITION WOOD FRAME 5HINCLE5 OR APPROVED EQUAL. AND ANY ADDITIONAL REQUIREMENTS A5 SET FORTH IN THE RAFTERS HAVING SLOPES GREATER THEN 3/12 EXPOSURE CATEGORY B GON5TRUCTION MANUFACTURER'S CODE EVALUATION REPORTS. L/180 I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE W/ NO FINISHED CEILING ATTACHED TO RAFTERS SEISMIC DE51ON GATEOORY B FLOORS, 5TUD5 AND ROOF FRAMING SHALL BE PROVIDED. NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE 2.2,7. 5GREWS: SCREWS SHALL COMPLY WITH AN5I/A5ME B 18.6.1 AND WATER BARRIER FROM EDGE OF EAVE TO 24" IN51DE EXTERIOR WALL WOOD50REW5 (INCH SERIES). INTERIOR WALLS d PARTITIONS HA50 2. APPROVED CONNECTORS, ANCHORS AND OTHER FA5TENIN6 DEVICES NOT LINE. 8 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. WEATHERING SEVERE 900 LONG CREEK DRIVE INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF SITE WORK FLOORS b PLASTERED CEILINGS L/360 GONSTRUGTION. I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR FROST LINE: DEPTH 3'-p" SOUTHOLD, NY 3. METAL PLATES, CONNECTORS, 5GREW5, BOLTS AND NAILS EXPOSED � 2. VERIFY ALL GIVEN DATA ON DEAWIN65. IF THERE IS R DISCREPANCY, ALL OTHER STRUCTURAL MEMBERS L./240 DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURERS TERMITE MODERATE TO HEAVY AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. SPECIFICATIONS. RECEIVE CLARIFICATION FROM ARCHITECT/ENGINEER PRIOR TO PROOEEDINO. 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL 5, NAILING OF ROOFING SHALL BE TO CODE. 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 DRAWING TITLE: ICE BARRIER REQUIRED YES, GENERAL NOTES 5HEATHIN6 AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE STOCKPILE TOP501L OBTAINED FROM STRIPPING DRIVEWAY AND BUILDINO EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS b. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND Ib GAGE STAPLES ARE SITE. STOCKPILE ALL EXCAVATED MATERIALS. ENERGY TABLE AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. PERMITTED 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING T PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE STRUCTURAL DESIGN CHARTS RAFTERS EXCEPT WHERE COLLAR TIES OF 1"xb" OR 2"x4" LUMBER 15 2:12 PITCHES TO 4:12 PITCHES FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. RAFTERS. 8. ASPHALT 5HINCLE5 SHALL BE TESTED TO DETERMINE THE RESISTANCE OF 1� I THE SEALANT TO UPLIFT FORGES U51NO ASTM D 6551. STRUCTURAL DFESION LOADS PAGE: b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. � 6YP UM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48 AND EVERY I6" WITHIN 4' OF EXTERIOR CORNERS. COMPOUND METHOD. USE LIVE LOAD DEAD LOAD G-002mOO 8. SILL PLATE TO FOUNDATION ANOHORAOE;SILL PLATE SHALL BE ANCHORED 2 ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND GEILIN6, UNLE55 EXTERIOR BALCONIES 40 psf 15 psf TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER OTHERWISE NOTED. WATER RE515TANT (W.R) AT BATHROOMS AND WHERE OF J" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE DEEMED APPLICABLE. PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR DECKS 40 psf 15 psf BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF -7" IN CONCRETE/MA50NRY 3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON GEILIN6 AND WALLS DATE: 03/17/22 2 OF 11 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS (WHERE APPLICABLE) AT HEAT PRODUGIN6 EQUIPMENT TO EXTEND THREE FEET PASSAN6ER VEHICLE GARAGES 50 psf A5 PER PLAN AND AT 5PAGIN6 NOT EXCEEDING 4' ON CENTER. IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL ATTICS WITHOUT STORAGE (MAX CLEAR HOT< 42") 10 psf 15 psf INSULATION CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED FIBER6LA55 BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. 4. FIN15H JOINTS, J-BEADS, NAIL DIMPLES, CORNERS,AND EDGE5 SHALL BE ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf ���0 Ape FOIL TO BE PLACED TOWARD WARM SIDE. TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf 2. PROVIDE 2' R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDO ATION � : '.:>�" fir'.,`'C► WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DE5IREP BY 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUNDir CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE ALL OPENINGS. SLEEPING ROOMS FOUNDATION WATERPROOFING. 30 psf. 15 psf ", .c5,' iik b. FASTEN GYPSUM BOARD AS PER FASTENING 50HEDULE ON PAGE 6-003. STAIRS 40 psf 15 psf 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: - q" R-30 FOR FLAT CEILINGS - 8.25" R-300 FOR VAULTED AND CATHEDRAL GEILIN65 GUARDRAILS AND HANDRAILS 200 psf 15 psf ��..i ` �a��►[� '©� - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION - 5.25" R-21 FOR 2"xb" WALL CON57RUCTON - 5.25" R-21 FOR FLOORS ROOF LOADING (LIVE: = GROUND SNOW LOAD) 25 5f 12 Psf FOR ATTIC P 15 psf FOR CATH. "ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH A50E '7-10 (MINIMUM DF-510N LOADS FOR BUILDIN05 AND OTHER 5TRUGTURES) �IOJ�DOJ�IN DETAILS TY� C,AL= NA I L= I NO/STRAFF I NC REGU 1 REMF_NTS FOR FASTENING SCHEDULE A a a) /� I,�I I t� /� I U ALL HARDWARE TO BE INSTALLED AS PER MANU. 5PEC.'s;MANUFACTURER UFL= FT/ SHEAR, a LATERAL Y V ( I�lL/ RES STl�'tl�l(f.,E NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS Q t= 0) SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-003 FOR STRAPPING AND NAILING REQUIREMENTS, LuZ "ALL 5TRAPPIN5 TO BE (Y "x 20 OAUOE** -- "51MPEON" EQUIVALENT - C520 COILED STRAP CN AND ROUGH OPENING FRAMING REQUIREMENTS) J T-11 4 ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE j ` . _`USE 106 NAILS IF STRAPP I NO 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) Lu >_ Ix FASTENER SPEC,. FASTENER Z HOEDOWN HOEDOWN B GONNEGTION A DESCRIPTION AND QUANTITY 5PAGINC = Z NAIL. INC GRID �_ FOR FOUNDATIONEXIST.5 \ry ROOF GE I L I NO FRAM I NO LO aO O I.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A Ibd O O O ENDWALL COMMON NAIL w/o PREBORED HOLES. a ENDWALL RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER RAFTER LS) � AT RAFTER TO RIDGE (3) 2x FULL (3) 2x FULL CORNER STUD �'' 2 2.WOOD 15 A55UMED To BE DF,#2 R BTR. IN DRY USE 't m HEIGHT STUD CORNER STUD HEI6F+T STUD ND CONNECTION: R.R. V -1iv SERVICE CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER JOIST Z CONNECTED TO TRAANSFERSFERSHEAR 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL TRANSFER SHEAR "SIMPSON" HDQB3 8 �ry • (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL GEILIN6 JOIST TO PARALLEL RAFTER(FACE-NAIL) SEE PAGE 6-003 EACH LAP = HOLDOWN ANCHOR ® 2-I6d COMMON FOR STRAP - d COMMON HOLE5,5ET NEW MEMBER. 2-Ibd COMMON LOCATIONS NOTED NAILS ® 6" O.G. d NAILS a EA. END OF STRAP. ' • ' . • • NAILS ® 6" O.G. 6 • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED GEILIN6 J015T LAPS OVER PARTITIONS (FACE-NAIL) 9-Ibd COMMON EACH LAP Q LJJ A O.G. IF BLOCKED ON PLANS 10" O.G. IF BLOCKED • • J CORNER P05T FOR ROOF SLOPES UNDER 5:12 WITH r_.j.1 G.TIES 5.SEE SECTION b FOR ANY REQ'T TO CLINCH THE NAILS(TO .-J 00 CORNER POST ROOF SPANS OF 24' OR GREATER, TIGHTLY BOND THE END OF THE NAIL TO A 90°ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 5-003 PER TIE USE 4 8 GRAPHIC BELOW)d COMMON NAILS ® Z_ 67 (fl "SIMPSON" HDQa b.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY �"� 'q HOEDOWN ANCHOR ® EA. END OF STRAP FOR ROOF BLOGKIN6 TO RAFTER (TOE-NAIL) 2-ad COMMON EACH END _J LOCATIONS NOTED a a SLOPES OF 5:12 AND GREATER. GR 410N 12.4-PLACEMENT OF NAILS +k SPIKES S TABLE ON PLANS RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END Q Z rq4 ° CONNECTION E31 52 U- _j N AT RAFTER TO TOP PLATE TO STUD WALL FRAM I NO �'- w CD HOLDOWN INSTALLATION OPTIONS: S. CONNECTION_ N = LL0 °° - 3 B d COMMON NAILS ® E32 TOP PLATE TO TOP PLATE (PAGE-NAIL) 2-Ibd COMMON ' PER FOOT TO"1 J FOR NEW P. GONG. FOUND.'s ° FOR STRAP O HOLDOWN CAST IN PLACE w/-T/8"4) THREADED ROD • • EA. END OF STRAP: • • SEE WHEN IN TOWN OF ISLIP OR NAILING TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE FOR EXIST. P. GONG. OR NEWLY CURBED FOUND.'s • • �� • • "i/8"4' THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO GEOMETRY EXCEEDS THAT PERMITTED IN CONCRETE w/ "SIMPSON" SET (H16H STRENGTH EPDXY --- E31 • MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. w ADHESIVE), $ FOR T'EMP.'s O°F-40°F USE 'SIMPSON" AT 5IMP50N # H2A (OR EQUAL) RAFTER TIE (HIGH 5TRENGTH ACRYLIC ADHESIVE) HEADER TO HEADER (PAGE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES = FOR TOENAILIN5 - 3 B d COMMON NAILS U FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOLDOWN USE SAME + 11 w w/7/8"� THREADED ROD CONNECTION FOR G.J. TO Q.R. - a 16 d COMMON NAILS , REGOUIREMENT5 FOR BOTTOM PLATE TO FLOOR JOI5T, BAND JOIST2-Ibd COMMON I� PER FOOT V RAISED G.J.'s(WHEN AT G.J. TO G.J. CONNECTION: ENDJOIST, or BLOGKIN6 (FACE-NAIL) = J APPLICABLE) FOR EA. PLATE TO STUD ABOVE S OR BELOW V I J HOLDOWN '(�' HOEDOWN 'D' _ _16_d COMMON NAILS FOR G.J. TO G.J. - q 16 d COMMON NAILS FLOOR FRAMING Q FOR NEW d EXIST. FOUNDATIONS FOR NEWLY POURED CONNECTION GI C,2 ► JOIST TO SILL, TOP PLATE or 61RDER (TOE-NAIL) 4-&d COMMON PER JOIST � � • w FOUNDATION ® ONE STORY ONLY� • (3) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-ad COMMON EACH END HEIGHT STUD CORNER STUD CONNECTED TO d BLOCKING TO J015T (TOE-NAIL) 2-ad COMMON EACH END TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY "7 "SIMPSON" HDO5 o BLOCKING TO SILL or HOEDOWN ANCHOR ® 2-I6d COMMON HEIGHT STUD : C,2 TO STUD CONNECTION: 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAIL5 ® b O.G. 4 0 TOP PLATE (TOE-NAIL) ON PLANS --10" O.C. IF BLOCKED CORNER POST G I FOR STRAP - 3 8 d COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST C NAILS a EA. END OF STRAP J015T ON LEDGER TO BEAM (TOE-NAIL) 3-ad COMMON PER JOIST FOR EA. PLATE TO STUD ABOVE S OR 2-I6d CCMMCN BELOW - 2 16 d COMMON NAILS NAILS ® OZ.\ BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER J015T 14 BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT s ROOF SHEATH I NO STRUCTURAL PANELS: INTERIOR ZONE ad COMMON b" EDGE / 12" FIELD "SIMPSON" 5T D14PJ CONNECTION DBLOC I D2 PERIMETER EDGE ZONE a ad COMMON b" ED6 GE / " FIELD a BLOCKING HOEDOWN INSTALLATION OPTIONS: • EA.BAY W&ABLE ENDALL RAKE OR RAKE TRU55 w/ ad COMMON 4" O.G. O. UP TO 9" RAKE OVERHANG FOR NEW P. GONG. FOUND.'s �,,,,.,..--"""'` - HOLDOWN CAST IN PLACE w/-1/8"(P THREADED ROD AT STUD -0 FLOOR ASSEMBLY TO SILL GE I L I NO SHEATH I NO FOR EXIST. P. GONG. OR NEWLY CURRED FOUND.'s • '7/8"-V THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATES) CONNECTION: D2 CONCRETE w/ "SIMPSON" SET (HIGH 5TREN6TH EPDXY r7 1/2" MIN. ADHESIVE), 8 FOR TEMP.'S O°F-40°F USE "SIMPSON" AT FROM GYPSUM WALLBOARD CORNER I 5d COOLERS 7" EDGE / 10" FIELD (HIGH STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR FOR STRAP - _. 3 8 d COMMON NAILS ® EA. SPECIFIED oN DI END OF STRAP (WRAP STRAP UNDER SILL PL.) WALL SHEATHING FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE • FILL TOP 2 COURSES SOLID $ CAST IN PLACE HOLDOWN a o FOR EA. PLATE TO STUD ABOVE $ OR BELOW - w/"1/8"0 THREADED ROD —2 _I6_ d COMMON NAILS STRUCTURAL PANELS ad COMMON b" EDGE / 12" FIELD 9 � ALTERNATE CONFIGURATION - ABOVE STUD TO GYPSUM WALLBOARD 5d COOLERS '7" EDGE / 10" FIELD FLOOR CONNECTION w/ # LPT4 SIMPSON (OR STRAP w/(3) z 8d NAILS m EA.END NAIL= I NO/STRAFF I NO @ W I NDON/DOOR HEADER STANDARD/ALTERNATE EQUAL) ® PLAZFORM TO SILL PLATES EA E0 STRAP TO 2 EA.Jo15T-(FOR FLOOR SHEATHINO (SUBFLOOR) E ALTERNATE USE NOTATION: SIMPSON H2.5A) O A - NUMBER OF 8d NAILS ® EA. END OF STRAPPING (2018 WFGM,TABLE 3.77, P. Oct) STRUCTURAL PANELS: U CONNECTION E �� B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.235, P. 291) I or LESS: 10 COMMON 6" EDGE / 12" FIELD G - NUMBER OF FULL HEIGHT KIN& STUDS ® EA. SIDE OF HEADER(2018 WFGM,TABLE 3.230,P. 292; GREATER THAN I": IOd COMMON b" EDGE / 12" FIELD ALTERNATE AS PER TABLE 3.23D, P. 293) r D - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER ® EA. SIDE '� I - NAILING REQUIREMENTS ARE BASED ON WALL 5HEATHIN6 NAILED 6" O.G. AT THE PANEL EDGE, w A D (2018 WFGM,TABLE 3.1, P. 189) AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING 50HEDULE5 SHALL BE USED WHERE WALL 5HEATHIN6 NAILING 15 REDUCED. Q E - NUMBER OF JACK STUDS ® EA. END OF HEADER (2018 WFGM, TABLE 3.22F, P. 28a) FOR EXAMPLE, IF WALL 5HEATHIN(5I5 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER F - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF 51LL(5) ® EA. 51MEPLATES) CONNECTION SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR G (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.8, P. 191) "< a " SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. as �� 4 . a - WHEN WALL 5HEATHIN6 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF PROJECT: FOR STRAP - 3 8 d COMMON NAILS a EA. s NAILS- FOR ROO�HEATH N6 L BE IWT TED o BE REDUCETHE PE D To 1-16D NAIL PER eE THE ROOF, INGLUDIN6 4' ON EACH FASTENING SCHEDULE B " e END OF STRAP (WRAP STRAP UNDER SILL PL.) SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENT'S SHALL BE REI LLY 4. F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS , " g FOR EA. PLATE TO STUD ABOVE OR BELOW - USED. RESIDENCE (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) _2 d_ _I6— COMMON NAILS - A NOTATION ROUGH P` B G D E F 6 oPNG 900 LONG CREEK DRIVE 21-0" 2 I I I I I SOUTHOLD, NY 4'-0" 4 1 2 2 2 2 SFL G NC OF TOS FLAT OABLE ENDWALL * - PROVIDE (2) 2"xIO" HDR (MIN.) U.O.N. 6'-0" 5 1 5 5 5 5 BRACING/STRAPPING DRAWING TITLE: (B) - REQUIRES SILL PLATES OF 2"xb" (MIN.) FOR RAKES I2"OR TOP PLATE BLOCKING 2 LESS PROVIDE LDOWN, ANCHOR BOLT, b'-o" -1 2 3 4 4 4 SPLICE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK® BLOGKINC o 12"O.G. LENGTH FOR WIND - EXPOSURES BSG - FOR WIND - EXF105URES BSG - 4'-0" O.G. To AG14EIVE RAKE O.H. STRAPPING, & NAILING DETAILS ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE BUILDING MINIMUM SPLICE 1,2,5,4 BUILDING MINIMUM SPLICE 1A'4 DIMENSION (FT) LENGTH (FT.) DIMENSION (FT) LENGTH (FT.) TYP. STRAP w/(3) PAGE: ad NAILS EA. END 12'-0" 2'-O"/2'-b " "" 12'-03'-oOF EA. STRAP N G H®R E3®L=T �� � 1 F 1 C A T I O N S I6'-0" 31-011/3'-9" I6'-0" 4'-0" ATTIC G-003mOO 20'-0" 4'-O'-/5l-O-- 20'-0" 5'-0" BLOCKING 2 BAYS SPECIFICATION (201) WFGM TABLES 5.2A S 5.25, P. 151-160) BACK m 4'-0" O.C. DATE: 03/17/22 3 OF 11 CORNER 24'-O" 4'-O"/5'-O" 24'-O" _ 6'-O" CONDITION 39 FOR ALL STRUCTURES: 5/8 ANCHOR BOLTS ® 51" O.G. 32'-0" 6'-O"/7'-b" 32'-O" b'-O"11 H SECOND FLOOR 7 36-0" 7'-O"/8'-9" 36'-o" 9'-o" NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE CONNECTION U51N6 2-Ibd NAILS PER FOOT.FOR SHORTER SPLICE LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-0" al-011/101-01, 40-O I I-O I. MIN. '7" EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILS BLOCKING 2 5AY5 ��,�D ARC Ll W 5" SQUARE WASHERS AND END NUT SETUP; BACK ® 4'-0" O.C. END I5" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. $ FILL 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 501-0 101-011/121-61150-0.113-O TYP.STRAP w/(3) CONDITION IN EXPOSURE B O n TOP TWO COURSES SOLID -oil ad NAILS EA. END 41 �Z` t, �� 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL (pot-oil121-011/151-01, 60-01, 161 OF EA. STRAP `D 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEIGHTS FOR OTHER WALL HEI&HT5,H,THE TABULATED UNIT Q LATERAL LOADS SHALL BE MULTIPLIED BY H/8; FIRST FLOOR PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE 70-O" 14-O" 70-O" 19-On tp NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 5. ANCHOR BOLTS ARE TO BE BETWEEN b" S 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): e 80-O 161-0.1 b0-O 22'-0" FROM ENDS AND CORNERS (TWO ® CORNERS) a'WALL - 1.125 (SEE DIAGRAM TO LEFT) O'WALL- 1.25 BLOCKING2 BAYS 0 II'WALL- 1.375 12'WALL- I.5 THIS COLUMN w/MULTIPLIER BACK® 4'-O" O.G. 4. COORDINATE w/ HOLDOWN LOCATIONS FOR 10'-0"WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD CRAVE MATERIAL MISGELLAN=OUS FRAMINO GRAPHIGS CONTINUOUS BUILT-UF C IRDERS/ S OR MORE SUFFORTS I �I� I I,�I /� (THAT EXCEED FRAMING 5TANDARD5, IT 15 REOV FOR FRAMER TO HAVE A F 1 REBLOGK 1 I 0 FOR FLATFORM Y `4OOD FRAM I N(5 Q WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE _ ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER [le. WOOD I-JOISTS] SEE MANU. SPEC.15 FOR ADDITIONAL INFO.) O AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/6 UJ Z O 4 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED CONNECTION W N PATTERN DESCRIPTION TOGETHER 51PE BY 51DE ARE CONTINUOUS OVER J r-I BLOCKING UNDER LOAD BEARING NALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE 50LE SERVES MAX.32" LOCATED BETWEE11 ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. W NON-LOAD BEARING NALL OFFSET FROM SUPPORT A (2)ROWS IOd NAILS• 12"O.G. P Q W THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOI5T STUDS STUD B (5)ROW5 lod NAILS o 12"O.c. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRE5LOPPIN6. Z SUBFLOOR P THAN ONE THIRD 7HE TOTAL NUMBER, ARE TO BE O Z (2)ROW5 1/2" m BOLTS m 12"O.G.5TAGGERED; JOINTED ON THE SAME 51DE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE J 5UBFLOOR G F- J SOLE PLATE DBL•a EN05 TWO-PIECE PLATE SERVE AS FIRESTOPPIN6. _ J BUILT UP GIRDER P MAX.32" NAILING: 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE ~ Lo SOLE PLATE D (2)ROWS I/2" m BOLTS eD Ib"O.G. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE JOIST SERVES AS FIRAME COIN6. 0 SIDE WITH IOd NAILS, TWO NEAR EACH END OF O E (2)ROWS I/2" m BOLTS® 24"O.G. O O BETWEEN 1/6 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE 5 5. FIRE5TOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING 0 ` (o 0: F (2)ROWS 3-3/8"TRUSSLOCK 5C F5*6 m 12"041. 4 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BU5TIBLE FILL. SCREWED ON(1)SIDE OF MEMBER LINE; OR 5IRDER5 ARE TO BE NAILED FROM EACH Z - G (2)ROWS 5-5/8"TRUSSLOGK SCREWS a Ib"O.G. SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE O SCREWED ON(1)51DE OF MEMBER • J015T, OTHERS 5T,460ERED w/ A DISTANCE OF 32„ AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN = � H (2)ROWS 5-3/8"TRUSSLOOK SGREW5• 24"O.C. BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE AS FIRE5TOPPIN6. Z JOI5T SCREWED ON(1)SIDE OF MEMBER MAXIMUM OFFSET M (2)Rotas 5"TRUSSLOGK SCREWS 0 12"O.G. THREE-PIECE 7. FOR PLATFORM FRAME GONSTRUGTION: THE SOLE AND Q J BUILT UP GIRDER MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d 2 INCHES OF WOOD BLOGKIN6 PLACED BETWEEN JOIST5 J015T DEPTH, d SCREWED ON BOTH SIDE OF MEMBER P NAILS ON EA. 51DE w/ TWO NEAR EA. END OF EA. SERVE A5 FIRESTOPPING. J 00 MATCHED 51ZE OF BLOCKING (2)ROW5 5"TRU55LOGK SCREWS m Ib"O.G. 4 FIRESTOPPIN6 AND K PIECE, INCLUDING NTERMIDIATE JOINTS, AND w/ THE > d" UNDER NON-LOAD $FARING SCREWED ON BOTH 51DE OF MEMBER 3 O BLOCKING OTHERS STAGGERED W/ A DISTANCE OF NOT MORE 5. THE HEADER SERVES A5 FIRE-STOPPING. Z O O PARTITIONS ® 32' O.G. STUD L (2)ROW5 5"TRU55LOGK SCREWS m 24"O.G. BETWEEN 1/6Ti SCREWED ON BOTH 51DE OF MEMBER 4 1/4 OF A THAN 32 BETWEEN NAILS IN A HORIZONTAL LINE. J DOUBLE PLATE a. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL FOUR-PIECE GIDEiZS ARE TO BE A55EMLED AS BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO Z }. CE I L I NO BRAG I NO STRINGER TO SERVE AS FIRE5TOPPIN6. 1I.B33�MS 4 HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED Q Z T-i GABLE ENDNALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 8"OR SMALLER FOR THE THREE-P EGE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR m J CV GENERAL REQUIREMENTS FOR 4 CONNECTION PATTERN 'B'WHEN 10"OR LARGER P FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH LL W cfl 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY ]-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL U) cr_ %'I INSTALLATION OF CLINCHED NAILS OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER P GIRDERS ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH r- = LO GABLE END FIRE5TOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF 0 2"x E CONTINUOUS TRUSS MASONRY PIERS, NAILED TO WOOD POSTS OR THE VERTICAL OPENING IS SEALED BY PLASTER ON THE CEILING LATERAL BRACE ® 6'O.G. BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE 2) loci NAILS TRU55 OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G•J• AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL PLATFORM FRAME CONSTRUCTION 5HRINKA&E CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON I� NONCOMBUSTIBLE LATH,EXTENDING TO CHIMNEY FACES, WILL SERVE uj lo) 8d SAI IN - FA77 ERNS FOR SIDE LOADED 5 A�S 00 . FLUSH 5EA�vlS) -LOCATIONS REQUIRUNG FIRESTOPPING- AS FIRE5TOPPIN6. NAILS cr FIRE- FIRE- WOOD FIRESTOPPIN6 FIRESTOPPIN6 STOPPING FIRE STOPPING FIRE- FIRE- e-,pLE FASTENING RECOMMENDATIONS FOR SIDE-LOADED, srOPPING sroPPING W MULTIPLE-PIECE MEMBERS MEMBE ,IAM.x 5 • 5d COOLER NAILS® 110" O.G. NAILED' j BOLTED' p'' = V �i � 4 VERTICAL 2 x4 BLOCK NAILED TO EA.BRACE U 2 Rows 16d 8 Rows I ba 2 Rows s K' 2 Rows 2 ROWS I. NAILS SHALL BE DRIVEN PERPENDICULAR TO w/(4) loci NAILS COMMON COMMON eoLrs•24" BOLTs�� Boy� „<;;.�,;,,,„, zy;:'>o'' FIRESTOPPING WHEN � THE MEMBER, STRAIGHT THROUGH AND BENT OVER • 12"oz.' • I2"O.G.• o.G.5TAe --F o 12,oz. •6"oz. COVERING 15 APPLIED Q A MIN. OF (5) NAIL DIAM.'5 AT A clo° ANGLE 20 ga. STRAP GYPSUM BOARD TWO ROWS 12"O.G. THREE ROWS 12"O.G. , ���'�,, TO UNDERSIDE OF (l0) Sd NAILS ° ° ° ° ° ° ° LOCATION : LOCATION 2 LOCATION 3 '1015 LOCATION 4 - * 5d COOLER NAILS a 10" O.C. BEAM SELECTION w/ 5TD. NAILING NOTE: ENDWALL STUDS AS NOTED IN NOTES 7 4 5 ° ° ° ° s ALTERNATE • DENOTES ALT.FOR USE OF DRYWALL SCREWS F�lRRr�OPPINO LOCATION 4" • EDGE/12"o FIELD FULLY BLOCKEDWooD FIRESTOPPIN6 SOLE Rr � OF GI SCREWS#6 4a" TYPE W OR 5 RDER I.TOP AND BOTTOM ROWS SHOULD BE 2'FROM ED6E5 FI TOPPI ,,. - 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.STAGGERED TW7 ROWS b"O.GLOCATION 5 LOCATION 6 . ` +. FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL D INTERIOR STUD DETAIL THICKNESS OF THE MEMBER.USE WASHERS UNDER HEAD AND NUT. O O O O 0 O O O O O OVERLAID ROOF 5.STAGGER EACH ROK OF FASTENERS BY 12". 0 0 0 � o 0 0 0 0 �III �I 2'SPADE NOT ATTACHMENT @ VALLEY EE 4.FOR ATHR -PIECE MEMBER,THE sPEGIFIED NAILING IS FROM EACH SIDE. �� u••� :� APPROX. WH THICK TOPPING 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPIN6 TO BE FI ' BOTH SIDE OF THE MEMBER 6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6'O.G.OR TRIPLED FOR 4"Oa.NAIL SPACING. LOCATION 7 STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAM5: STRAPPING w/ T,2 ROWS OF Ibd COMMON NAILS(12"o.CJ FOR DEPTHS 12.OR LE55 FIRESTOPPING LOCATION q 4 8d NAILS LOCATION 8 i--EA.END O R.R. 8.s ROW5 OF Ibd COMMON NAILS(12"O.r j FOR DEPTHS OF 14",16"4 16'. LOCATION 10 FULL WIDTH 2" BLOCKING n H _- w CONSTRUCTION DETAILS N IND LOAD FATH GONNEGT I ON DETAILS N TOP PLATE DRILL 2"0 INTO ROOF DECK FOR STRAPPING INSTL. INTERSECTION DETAIL EXIST.OR NEW NOT TO SCALE NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 IOd NTINUOUS LOWER TOE NAILS NOTED CONT.BLOGKINa TOP PLATE SPIKED TO R.R.'s ALIGN NEW 4 EX. R.R. AS 5HOWN KING STUDS PLAN VIEW NOTE: SIMILAR 0 SHED' HOOD JO I S HOOD 1.1=1 ROOF,R.R. IN LINE CRIPPLE STUD BLOCK I NO JOIST HANOE HEADER GENERAL REW REMENTS FOR z W INSTALLATION OF TOE-NAILS GIRDER/HEADS N=OD GIRDER JACK STUDS N==D JOIST > MAIN MEMBER y1 U a JOIST FRAMING OVER HOOD GIRDER JOIST FRAMING FLUSH N I TH G 1 RDER/HEADER TYPI GAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: APPROX. 30° w/THE MAIN MEMBER 4 STARTED APPROX. )s THE LENGTH OF THE NAIL FROM THE MEMBER END, A5 SHOWN ABOVE - FILLY 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN MEMBER, FOR THIS APPLICATION,SHALL BE AT LEAST RESIDENCE 51X TIMES THE DIAM. OF THE NAIL RAFTER 5. TO AVOID SPLITTING,NO MORE THAN 2 TOE NAILS SHALL NALL STUD BE INSTALLED IN EA. SIDE OF A RAFTER OR GEILIN6 J015T WHEN FASTENED TO A 2"x4" TOP PLATE OR 3 TOE NAILS BOTTOM PLAT IN EA. SIDE WHEN FASTENED TO A 2"Wo" TOP PLATE. SUB FLOOR 900 LONG CREEK DRIVE DOUBLE JOIST TOP PLATE SOUTHOLD, NY GH I M. CHASE 5ECUR1 NG © STD. 51DE NALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS NOTE: FIREBLOCKING DETAILS (SIM. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO NALL STUD CONNECTION w/STUDS TO ATTIC FLOOR 4 BLK'G TO R/L 51DES w/5TRAPPING TO WL SIDES) O TOP PLATE ® o d N ND RES STANT CONSTRUCT 1 ON CONNECTORS PAGE: GRIM. CHASE WALL G-004m ■ CONNECTION LOCATION: PART NUMBER: NOTES: 0OO QRI DOE-TO-RAFTERS 0520 © 21" APPLY TO EACH PAIR OF RAFTERS ;z w z Q 0 RAFTER-TO-HALL H7 APPLY TO EACH RAFTER DATE: 03/17/22 4 OF 11 ROOF o _ RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER 0 O REQ'D BLOGKIN6 � EO n PLATE-TO-NA ST 0520 © 18" QQ LL UD APPLY TO EACH HALL STUD TO ALIGN w/STRAPPING 4 LX ® EA. LEVEL THE FIRST FL ® z 2ND. FLOOR WALL-TO-IST. FLOOR NALL LFTA or 6520 © 56" APPLY TO EACH NALL STUD �ED ® HEADER-TO-JACK STUD 0520 © 12" FLOOR/CLO. O APPLY TO EACH JACK STUD �cci��.r°�, ' ;� r<< .',A CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD a J�`�a 0 SHEAR NALL HOLDDONN ANCHOR SSTB16 APPLY TO EACH SIDENALL END , . � WRAP UNDER DOUBLE SILL PLATE NST IST. FLOOR-UNDER-SILL PLATE 6520 SIDE VI EN PLAN V I EN (USE NI TH 5" SQUARE HASHERS) o F NE USE THE FOLLOWING OR APPROVED 51MP50N METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFAGTURE'5 RECOMENDED INSTALLATION INSTRUCTIONS 70 ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 0ENERAL`FERAL 5 I �50L <E)"O' : a. a U EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. N W == N WHEN APPLICABLE) J Tq EXISTING TO REMAIN F- Tq NEW WOOD FRAME (L.G. r- � NEW FOUNDATION WALL DEMOLITION NOTE: Q w >- STL .WHEN APPLICABLE) PROVIDE SHORING AND SUPPORT TO ALL AFFECTED ix m Z STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT O Z NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL �� OF ANY DEMOLITION OR CONSTRUCTION. J WOOD FRAME (L.G. 5TL. P05T FOR 4 WALLS J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL Lo R P05T FOR b" WALLS), U.O.N. m 0) 0 NEW 2-HR FIRE RATED O 0 0 WOOD FRAME (L.G. STL. j �- LA cr WHEN APPLICABLE) Z O Z w a J J 00 Z O co J rl O a Z r-i u- w 0 Lo IIX rl DD o � Ln EXIST. r-1 O DOWN EX15T. DONN w I— U w EXIST. PAN. 0:0 r- EXIST. EXIST. Q GL. EXIST. EXIST. BATHROOM O �~ EXIST. EXIST, DINING EXIST. , BEDROOM ROOM DN EXIST. KITCHEN EXIST. RAMP EXIST. DN EXIST. BEDROOM EXIST. EXIST. GL. REMOVE ___ GARAGE HEARTH / -- ---�� MANTEL d I I I GLO5E OUT I Ll\ 1i EX15T. 1 1 I 1 FIREPLACE I f I • O EXIST. EXIST. 1 O GL. GL. —— REMOVE HALL LL +SDOORS EXIST. BATHROOM r r \ REMOVE WIND05 ri \ H I------------ -------- ----------- -------- O ----� -- --------�---- -----� ---- ------- REMOVE EXTERIOR STRUCTURAL HALL; 0 — PROVIDE TEMP SHORING TO 5UPPORT U ABOVE STRUCTURAL MEMBERS REMOVE EXI5T. FRONT PORCH --- I - -------r--- -------------------------------- I I H Q EXIST. PROJECT: BEDROOM REILLY EX1 GL..T. RESIDENCE 900 LONG CREEK DRIVE SOUTHOLD, NY ri DRAWING TITLE: PROPOSED DEMOLITION PLANS PAGE: PROPOSED DEMOLITION FLAN 5GALE: 1/4" = 1'-0" A-101m00 DATE: 03/17/22 5 OF 11 � �SDARC yT 03 4o- SOF N `�� OENERAL`FERAL 5 I I " I50L ENr : d U - a � EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT LLJ Z O WOOD FRAME (L.G. STL. 04 —� EXISTING TO REMAIN WHEN APPLICABLE) J T NEW FOUNDATION WALL Q LLJ ; NEW WOOD FRAME (L.G. L LJ > 5TL. WHEN APPLIGABLE) // Z NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL !� Z WOOD FRAME (L.G. 5TL. ® P05T FOR 4 WALLS WHEN APPLIGABLE) (MIN. (2) 2"xb" STRUCTURAL J Lo J POST FOR b" WALLS), U.O.N. O Q NEW 2-HR FIRE RATED O WOOD FRAME (L.G. 5TL. a- Lp ix WHEN APPLICABLE) >- - m Z O 2 p Z � FOUNDATION PLAN NOTF-5 a J J 00 TYPICAL P. GONG. FOOTING d WALL CONSTRUCTION: O (2) 2"xb" P.T. SILL PLATES w/ COPPER TERMITE SHIELD Z 0) �p # SILL SEAL J 'H r'I • ANCHOR BOLTS AS PER PAGE 6-003 Y O • P. GONG. FOUND. WALL AS PER DETAIL UPON • P. GONG. FOOTING AS PER DETAIL • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR a Z CN • B.O. FOOTING 5'-0" BELOW GRADE MIN. _ _ _ _ _ N • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB(WHEN Ui (o APPLICABLE) • AIR ENTRAIN P. GONG. FOR PORCHES /PATIO5 / STOOPS (WHEN APPLICABLE) • MASON TO ACCOUNT FOR FINI5H STONE ON THIN SET FOR HEIGHT OF WALL $ SLAB (WHEN APPLICABLE) I OHOLDOWN: HOLDOWN 'D' AS PER PAGE 0-005 I— c —� — �— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — O16"x8" DEEP P. GONG. CONTINUOUS FOOTING X U AS PER NOTED DETAIL (TYP) I � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L1J ' I- - - - - - - - -, - - - - - - - - - -� I = J OFOUND 4 POSTS FOR WD. DECK: WD. P.T. POST $ P. GONG. PIER UPON FOOTING A5 PER I J DECK DETAIL (TYP) OI95"xIWxl2" DEEP P. GONG. PAD FOOTING A5 PER NOTED DETAIL (TYP) x TYPICAL LEDGER BOARD ® EXT. DECK: ( I ® Ni f- - - - F bO I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS 2. SECURED w/(2) 5/5" 4) x 5" LONG H.D. CAL. LAG BOLTS ® 16" O.G. 5. INSTALL H.D. GAL\/. JOI5T HANGERS BY '51MP5ON' (OR 4. PROVIDE FLA51-1ING TUCKED UNDERNEATH SIDING BENT OVER TOP EDGE OF LEDGER BD. 5. SEE NOTED DETAIL I I I 1 FOR WOOD STAIRS ® GRADE: "I 4 THK. P. GONG. PADV' WIDE x REG'D LENGTH UPON - EXIST. (3) 2"x10" HDR 6" GRAVEL UNDER 2"x12" P.T. STAIR STRINGERS® MAX. Ib" O.G.,U.O.N. (MIN. 3 STRINGERS) NEW UN-REINFORCED P. GONG. SLAB O 1. NEK 5" THK. UN-REINFORCED r%P GONG. SLAB UPON 2. 4" (MIN) GRAVEL BASE UPONI $ ' p 5. 6 MIL POLY VAPOR BARRIER I Q < FOUNDATION WALL OPENING. I N EXIST. I UNEXCAVATED q BASEMENT AREA "' " ' O I. s-Oxs-OMASONRY OPENING IN FOUNDATION I O I � � �� I I 2.PROVIDE (2) :2"x95" P.T. HDR. UNFINISHED $ UNHEATED x 1,215.2 SG.FT. EXIST. ® N lu w IA ELEC. � � � PANEL IL o Q EXIST. BOILER 1 4 W.H. Os'-0" I 1 1 - - - - - - - - - - - - - - - - - - - - Z EXIST. (s) 2"x10" HDR - I PROP. L - - - - - - - - - - - - - - - - - - - - - - -1 CRAWL SPACE O X 205.25Q.FT. n0 I - - - - - - - - - - I A-301 --- ----- ----.._.._.__.___._..__..___ Al°� : A-sol PROJECT: i ® i - - - - - - - -t - - - - - - - - - - - - - I1,3 I _ - - - - - - - - - - - - - - - - REILLY O 1 L EXIST. I - Q Q OF. 2xb" P.T. D.J. v s 1 2 RESIDENCE L 2) 2"x8" P.T. ®Ib" O.G. TANK I DROPPED GIRDER - t ---. - 4 900 LONG CREEK DRIVE L - - - - - - - - - - - - - J _ 5 SOUTHOLD, NY I �g - - - - - - - - - - - - - - Q ' DRAWING TITLE: PROPOSED FOUNDATION PLAN FRCFOSEU FOUNDATION PLAN PAGE: — H AE31 TAE3LE SPACE; 1,215.2 S.F. O ROSS AREA SCALE: I/4" = i'-O" A-102m00 DATE: 03/17/22 6 OF 11 xav�` ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "0-005" FOR NAILING s STRAPPING DETAILS. O E N E R A L **5EE DOOR 5GHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER** a ,,. U NEW PARTIAL HEIGHT ... ... \ .. . �\ . . .... .\. EXISTING TO BE DEMOLISHED \ �` _._._-- ___ WOOD FRAME (L.G. 5TL. :` — - - W � .... EGRESS W = N WHEN APPLICABLE) \.:•, : :, \\" CLEAR J x-i EXISTING TO REMAIN , a,::A.,, `� ' �: WINDOW DIMENSION � �— TAG TYPE MODEL <. c\>;>> \ # �.:: :�������.; �,\�\\`>�� ;;. .::>�� OPENING i TEMPERED Q W NEW WOOD FRAME (L.G. NEW FOUNDATION WALL _.. ,: �m���:.;;� �����0�, WIDTH REQb: 20" ' W >,: � > f ,";`. WIDTH HEIGHT STL. WHEN APPLICABLE ' 1 M . HEIGHT REQ'D:24" :. ',...., .= OPEN REQ'D: 5.7 S.F. Z MIN. 2 2"x4" STRUCTURAL !� NEW I-HR FIRE RATED O > ® POST FOR 4" WALLS A PICTURE P5050 � WOOD FRAME (L.G. 5TL. J (MIN. (2) 2"xb" STRUCTURAL B DOUBLE HUNG TW26410 `<:2'-� ".,; \ a3 2'-'7 �" 5'-0 �" H Ln � WHEN APPLICABLE) ... M O O POST FOR 6" WALLS), U.O.N. \„ \. ���,,, ,,,��.,•,. ---�, NEW 2-HR FIRE RATED \ ff° $ 5.72 0 O WOOD FRAME (L.G. 5TL. G DOUBLE HUNG TW210410 ' � "°\ h' ���;> " Ln m WHEN APPL I GABLE) Z d' m O 2 p .4 Z FLOOR PLAN NOTES Q J 00 DOOR NOTE: Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). � 'HZ � O O 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON J PLANS BY 'THERMATRU' (OR EQUAL). Y Oi 3.DOOR TYPE TO SELECT 4.PLACE DOORS 4" AR WALLS MIN. FROM PERPENDICULAR Q Z TI 5. INSTALL AS PER MANU SPEC.'s it -i N 6.PROVIDE (2) 2"x8" HDR., U.O.N. V' WCfl 7. SEE PAGE 6-003 FOR ALL OTHER FRAMING ELEMENTS AROUND DOORS (TY . FOR ALL) U.O.N. p _ � P O STAIR 4 RAILING NOTE: 2 I. ALL NEW STAIRS SHALL HAVE MAX. 7-3/4' RI Q r'IJO 4 MIN. 10" Tr - RISERS SHALL BE CLOSED 2. 42" HIGH GUARDRAIL $ SPINDLE SPACING NOT TO ALLOW PA55A6E OF A 4" 0 SPHERE; EXIST. EXIST. 36" HIGH HANDRAIL 8 SPINDLE SPAGIN6 NOT DOWN DOWN TO ALLOW PA55A6E OF A 4" (P SPHERE W 3. 6RIPPABLE RAIL AS PER CODE 4. RAILING TO BE WOOD m C.1 O WINDOW NOTE: x 8 N I. ALL NEW WINDOWS 8 DOORS SHALL BE ANDERSEN EXIST. _ W ® .-+ H CASEMENT,DOUBLEHUN6, OR GLIDING (AS NOTED); a N PAN. O 0 = J INSTALL AS PER 'S MANU. SPEC. . FOR 5U55TITUTION5, 5EE NOTE #9 IN "GLASS WINDOWS O � U J AND DOORS" ON PAGE 6-002 IF CASEMENTrrl 6 WINDOWS - ALL CSMNT WNDWS SHALL HAVE ® lx-A EXIST. L MUDROOM Q STRAIGHT ARM HINGE WHEN �L• EXIST. • ;, 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWATHROOM5 TO BE 0�fJ B TILT WA5H EXIST. x EXIST. DINING EXIS . 3.ALL GLAZING WITHIN 18" OF FF TO BE TEMP. 6L. BEDROOM it ROOM DN 4.SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND WINDOWS (TYP. FOR ALL) U.O.N.;(2) 2"x8" HDR. U.O.N. L EXIST. rn J EORE55 NOTE: KITCHEN x ' fT ® N ' IN COMPLIANCE WITH NEW YORK STATE BUILDING I x CODE, SECTION 8310.2.1;THE FOLLOWING MEANS OF EGRESS SHALL BE FOLLOWED: o o x EXIST. Q NET CLEAR OFENINO........... 5.7 S.F. RAMP EXIST. NET CLEAR HE16HT............... 24" MINIMUM I O n r NET CLEAR WIDTH................. 20" MINIMUM L PROVIDE NEW GAS FIREPLACE UNIT. HOMEOYINER TO O SELECT. CONNECT AS PER MANUFACTURER S-EG5; PROVIDE ALL NECESSARY VENTING THROUGH WALLS ® ABANDON EXIST. WOOD TO EXTERIOR. ENSURE PROPER CLEARANCE PER NYS BURNING F.P✓HEARTH/MANTEL CODE AND MAN. SPECS. CLOSE WALL EXIST. O STRUCTURAL PERMAGAST COLUMN 8" SQUARE BEDROOM EXIST. DBL. POST 1 EXIST. POST GJ , TO RIDGE I TO RIDGE;V.I.F EXIST. GARAGE I � � I r 1 PROP. L.P. 48" FIREPLACE /MATCH EXIST. WOOD FLOORS I VENT THROUGH WALL • • EXIST. EXIST, m SAND AND STAIN ENTIRE HOME i :1 EXIST. !2L—. GL. [ ELEC. METER I 4 EXIST. 2'-0" 1 PROP. BATHROOM I�xb LIVING-ROOM ItL = O 45x.2 SQ.FT. (3 ' PROP. 1 p ul O 1¢x6$ I lit z Z ~V VENT w I � � 1V O y NEW 2"xb" FALSE R.R. p ® I6" O.G. x DSL. POST d) TO VALLEY ry r I I-I 23 _............._..._ ._ ------ .... ....... _........ ............ ................. xA-501 A-30 1m 1 PROJECT: -0(3) .5" LVL HDR (2) 1.75"x9.5' L HDR r X EXIST. - - ' ® N BEDROOM77±j S.L. R E I L LY 8'_:;v2" 3'_IV:2"- 3'_IVY' 5'4/2" RESIDENCEDBL. PO5T GL. `fl TO RIDGE 2 3 L DBTO HDR. (2) 2"x10" HDR TRIx A7F=Z"t, w (3) RI ® MAX. 7.3" (V.IP) 900 LONG CREEK DRIVE PROP. (2) 1.75"x9.5" LVL z Q (2) Tr ® MIN. 10" (V.I.F) SOUTHOLD NY HDR m DRAWING TITLE: PROPOSED FIRST FLOOR PLAN d- d PAGE: PROPOSED FIRST FLOOR PLAN A-103MOO 1,488.5.6 S.F. HAE3I TAELE SPACE; 2,101 ,5 S.F. GROSS AREA SCALE: 1/4" = P-o" DATE: 03/17/22 7 OF 11 c / �xlb 4{tJ t�jr �3a SOF 14 OENERAL.ERAL. 54'%r��50L <E"',r : ( U Q � _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT � Z O WOOD FRAME (L.G. 5TL. J = CN V-1W � EXISTING TO REMAIN WHEN APPLICABLE) NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q w STL. WHEN APPLICABLE) Z NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL POST FOR 4" WALLS O J WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL J H LO Y P05T FOR b" WALL5), U.O.N. it a) 0 NEW 2-HR FIRE RATED O WOOD FRAME (L.G. 5TL. d WHEN APPLICABLE) OD Z O H � Qw J J 00 Z r-I � O Q Z N EXISTING LINE OF EXTERIOR WALL EXISTING Lo m LL � DOWNSPOUT EXISTING GUTTER DOWNSPOUT r _ Ln e-I J O / \ w � - - - - - - - - - - - - - - - - - - - - - - - -i - - - - - - - - - - - - - - - - - - - - - - - - - - - I w U J I Q EXISTING ROOF I �} I I II fi PROP. (2) 1.15"x11.8'15" O.P. 2.OE LVL RIDGE FROM P05T TO P05T EXIST. RIDGE I I I EXISTING ROOF -= - - E S ROOF •A I 5.5:12 PITCH- — ®�� — 5.5:12 PITCH ' w - tz -- —N -- - - _ — — — — — — — — — — — — — — — — — — — — — — W ROP. 2"x10" R.R— va0 CROP. 2"x10" R.R— — ® -.Q m ui A-301 -" -m — AI301 LINE OF EXISTING p EXTERIOR CUTTER `"ALL PROJECT: PROP. 4"x5" m ALUM. OUR PR I R E I L LY j I PROP. 2x6" R.R. ®'6" °. .o Y RESIDENCE EXISTING It EXISTING ROOF 1 ROOF 5"x2" ALUM. I DOWNSPOUT + x DOWN TO I w i I 900 LONG CREEK DRIVE SPLASH GUARD L ® GRADE — — - - - - - - - - - - � SOUTHOLD, NY 5"x2" ALUM. DRAWING TITLE: DOWNSPOUT SONN TO PLASH GUARD PROPOSED ROOF PLAN ® 6RADE 40'-11" PAGE: m A :10 A ZJIL-- ■ 00 FROFOSEI�) ROOF PLAN SCALE: 1/4" = 1'-0" DATE: 03/17/22 8 OF 11 SOF NES ELEVATION NOTES U Q F_ O � ONEW ROOFING: W Z_ O I. SEE NOTE ® SECTION J N 2. ROOFING TO MATCH EXISTING ( ASPHALT ROOFING vq SHINGLES) Q L J O2 NEW 51DINO: Z I. SEE NOTE ® SECTION 2. 51DINO TO BE WHITE FIBER CEMENT LAP 51DIN5 O Z J _ O3 NEW SIDING: Lo I. SEE NOTE ® SECTION IIx O O 2. SIDING TO BE WB HITE OARD 4 BATTEN SIDING O 0' Lo w ONEW 5/4"x2" 'AZEK' (OR EQ.).WINDOVVDOOR CASING: O PROVIDE AT ALL NEW 4 EXIST. WINDOWS/DOORS (TYP.)l I EXIST. Z '7 CHIMNEY O O NEW WOOD FRAME STAIR s �"- Z � W NEW WINDOW(5) J bO AS PER PLAN Z co NEW TRIMS (AZEK OR EQ.): O PROVIDE NEW EXTERIOR WHITE TRIM AS PER ELEVATION DRAWINGS: FRIEZE 5 �", CORNER BOARDS 3 �", AND FACIA / I 5S� rq (�8 STRUCTURAL PERMACA5T COLUMN 8 SQUARE W W CD Lo Ix e-I LA r-1 J O 2 o -i A El 0aEl El � � � ~ U ::: B O B U J 0010 [p � 0 � 0JE a F.F. a000 0 0 0 . IIH 0 � 0 ❑0 000 a , �x +I NORTH ELEVATION (FRONT) SCALE: 1/4" = I'-O" z w O U EXIST. CHIMNEY w — o — PROJECT: - - REILLY - / RESIDENCE 1.2 - b 900 LONG CREEK DRIVE SOUTHOLD, NY 2 DRAWING TITLE: a PROPOSED EXTERIOR ELEVATIONS 5 F.F. PAGE: A-201m00 DATE: 03/17/22 9 OF 11 NEST ELEVATION (RIOHT SIDE) rir^..,:�...,.... SOALE: 1/4" = I'-O" �c� •�j/ CL m ELEVATION NOTES Q U ONEW ROOFING: � r I. SEE NOTE ® SECTION W D CN 2. ROOFING TO MATCH EXISTING (ASPHALT ROOFING Q LU }- SHINGLES) LLj � Z 2O NEW 51DINO: I. SEE NOTE ® SECTION 2. 51DINO TO BE WHITE FIBER CEMENT LAP 51DINO _ J i-- J O3 NEW SIDING: I— Lo Y I. SEE NOTE ® SECTION m 0) O 2. SIDING TO BE WHITE BOARD d BATTEN 51DINO I 12 NEW 5 4"x2" 'AZEK' OR EO. HINDO OOR CA51NO: 5.5 >- * m O PROVIDE AT ALL NEW 4 EXIST. WINDOWS/DOORS (TYF) Z O O 0 NEN WOOD FRAME STAIR F- Q w J NEW WINDOW(5) -J 00 bO AS PER PLAN Z (o NEN TRIMS (AZEK OR EO.): [� O PROVIDE NEW EXTERIOR WHITE TRIM AS PER ELEVATION J DRAWINGS: FRIEZE 5 �", CORNER BOARDS 5 �", AND FACIA 7 < Z H O8 STRUCTURAL PERMACA5T COLUMN 8" SQUARE LowTi =) Lo o - El m '; D U w t— U _ J U J Q 0f P SOUTH ELEVATION (REAR) SCALE: 1/4" = I'-O" i� z w O U W H PROJECT: REILLY RESIDENCE 900 LONG CREEK DRIVE SOUTHOLD, NY DRAWING TITLE: O PROPOSED EXTERIOR ELEVATIONS �r I PAGE: A-202mOO DATE: 03/17/22 10 OF 11 EAST ELEVATION (LEFT SCE) 1 E) SCALE: 1/4" = 1'-0" , .51 D/d,, . 'C C N y `ter-r���•, -.s � (L d7 U BU I LD I NO 5E071 ON NOTES p d7 Lu ZO NEW ROOFING NOTE (TYP): LLJ 04 _ OI. INSTALL NEW ASPHALT ROOFING SHINGLES —� 2.INSTALL ICE AND WATER SHIELD FROM FA501A UP TO W 24 FROM INSIDE FACE OF STUD WALL AND AT VALLEYS W >- OVER z 5.INSTALL 15 # BUILDING FELT (U.O.N) OVER 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) Q Z 5. GAP SHINGLE OVER RIDGE B HIPS (AS REOV) b.PROVIDE RIDGE VENT(AS REQ'D) F- J '7. FLASH ALL VALLEY5 I- Lo S.INSTALL DRIP EDGE AS REO'D O Q 9. INSTALL ALL AS PER MANU. SPEC.'S Q PROPOSED RIDGE HEIGHT LoTYPICAL ROOF 4 CEILING CONSTRUCTION: ELEV. +20.0' CENTER ROOM m O2 • NEW ROOFING AS NOTED Z I >- • PLYWD SEAMS) SHEATHING (BLOCKING ® ALL _—_---- I = Q EXIST. RIDGE HEIGHT • R.R., G.J., B G.T. AS NOTED ON PLANS (® SPANS ELEV. +1'1.4' z 1= OVER 8' INSTALL "X" BRIDGING ® CENTER OF LLJ SPAN, U.O.N) 12 Q J • MIN. OF R-49 SPRAY FOAM INSULATION AT R.R. 00 TYPICAL EXTERIOR ALL CONSTRUCTION (TYP.): 2 I 5 5 Z (D »" O WO O • UPON ,TYVEK" HOUSE WRAP (OR EQUAL) • UPON 1/2" GDX PLYWD. 5HEATHING (BLOCKING ® 2I ALL PLYWD SEAMS) w tL \ O Z d' • 2"xb" STUDS ® lb" O.G, w/DEL. TOP PLATE H ELS _ I Q Z • MIN. R-21 BATT INSULATION z ��5�' < N • 5/8" GYPSUM BD. WALL FINISH I W J T EX15T. G.J. AS PER PLAN uj O NEW SIDING NOTE (TYPJ: z I Lo Im T-1 [,,- =:) m `1 I. INSTALL NEW FIBER GEMENT LAP SIDING is 2."TYVEK" HOUSE WRAP (OR EQUAL) = 3 'rI J O 5.INSTALL ALL AS PER MANU. SPEC.'s W IL 4.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION X I m 4 pmmE:]1 5. SIDING SHALL EXTEND TO TOP OF X ; - EXIST. PROP. Wlu dJ FOUNDATION ALL BEDROOM I LIVING-ROOM W ' � � � � � � � � O TYPICAL FLOOR CONSTRUCFF TION: 0 � II � I. FINISH FLOORING TO SELECT H 2. TBG GDX PLYWD. SUBFLOOR GLUED B SCREWED 5. DEI0 ED El ED W F.J.F.J 3. . AS NOTED ON PLANS - AT SPANS OVER 8' PROPOSED FIRST FINISHED�LOOR INSTALL 'X' BRAGS ® N ELEV. +2.4' 4. MIN. R-30 BATT INSULATIONATION (ONLY BETWEEN FIRST ��_� ❑ ❑ J FLOOR AND FOUNDATION) 7= 7E] F77 a MAP ul Q 5A NEW WOOD FLOOR: iv EXIST. F.J. AS PER PLAN PROP. F.J. AS PER PLAN L] E] 0 L1E] I. MATCH EXISTING WOOD FLOORING (SAND AND BASELINE STAIN ENTIRE FLOOR) ELEV. +O.O' EXIST. it BASEMENT PROP. GRAWLSPAGE ' UNFINISHED 4 UNHEATED ELEV. -2.3' ----------- - - - - - - - - - - - - - - - - - - - - - - - EX15T. BASEMENT FINISHED FLOOR ELEV. -5.3' ------ , SECT 101 I -I/A-501 5(-SALE: 1/4" = P-O" EXIST. EXTERIOR SHEATHING L Q W Q � EXIST. SIDING MATERIAL X �N N�t1 BUILDING PAPER B HOUSE WRAP p ? TO FULLY OVERLAP FLASHING %Z w N w EXIST. STUD WALL to cn DRAINAGE 4 v= MIN. 4" BETWEEN EDGES OF 5/4"xb" COMPOSITE < QSQUARE BALUSTER 0 DECKING N.O.N. ON PLAW (STYLE TO SELECT) "Z" FLASHING SEGTION/DETAILS) TYP. ROOFING (SEE 51MP50N H2.5A RAFTER SECTION NOTES) TIE (OR EQUAL) FLASHING TYP. ROOF CONSTRUCTION<A DRIP EDGE P.T. DECK JOIST 5/4"xb" F.7. DECK (SEE SECTION NOTES) FW- -_ COUNTER AS PER PLAN BOARDS PLAN p JOISTS AS PER PLAN FASTENED w/ (2) FLASHING '51MP5ON' H2.5A 5/8" 0 x 5" LONG HEAVY DUTY GAL. _ RAFTER TIE ZP LAG BOLTS ® I6" O.G. INTO MUD SILL B METAL 6ALV. JOIST HANGER PROJECT: RIM BD.;WHEN ® FOUND. WALL FASTEN H/(2) 5/8"0 x 5" LONG APPROVED BY ' OISSON' (OR EQUAL) JOIST OIS MASONRY ANCHORS ® Ib" O.G. T (2) 1/2"-P HOT DIPPED 6ALV. BOLTS ® EA. P05T w/OVERSIZED R E I L LY "Z" FLASHING P.T.D.J. AS _ z = WASHERS B END NUT PREBORED RESIDENCE EXIST. FOUNDATION WALL PEQ PLAN cV INTO BEAM, POST, DECK TIE B _ RIM BOARD A55EMBELY G.J. AS PER PLAN P.T. BEAM AS NOTED FASCIA BOARD cV y = SOLID BLOCK ® 12" O.G. DECKECKJOIST TIE ® BOLT H/OVERSIZED WASHER(2) ODJTI4Z (I) H.D. GALV. THRu wBEAM AS PER PLAN L EDOER CONNEGTI ON DETAIL. 900 LONG CREEK DRIVE IA-501.0 „ - EA. POST P05TDNUT B DEGK�$OISTDTIETO SOUTHOLD, NY SCALE: I - I -O "51MPSON" ABA44 ® COLUMN BASE PERMACA5T NEW "SIMPSON" LUS26 iv 4"x4" P.T. POST CONNECTION GALVANIZEHDAJ05T NOER DRAWING TITLE: 5/4"xb" P.T. GRADE BUILDING SECTIONS DECK BOARDS P.T. DECK JOISTS AS II NOTED ON PLANS &"(P 'EONOTUBE' FILLED 11 11 SOLID w/ P. GONG. a 5/4" x REO'D (MIN. 4,000 P51) o 91 j1 z HEIGHT P.T. RISER ° ° II II 5/4"xb" P.T. -- �2"x ------ ---DECK BOARDS BLOCKING ® EA. (2) #4 HOR. REBAR 1 1 PAGE: STRINGER TO MATCH SIZE OF P.T. DECK JOIST5 1 (2) #5 BENT 8" 50• a U REBAR STRUCTURAL TR CTURAL A-30m ■ ®O FASTEN STRINGER TO 12"xl2"x8" P. GONG. PAD -� leL 5TRUG1'URAL BLOCKING (MIN. b FTG. (MIN. 4,000 PSI) COLUMN FASTENERS) ' 'trlr2 2 xl2 P.T. STRINGERS ® Ib" �_��1.00 EX7ER I Oil HOOD DEC< DETAIL. 4" THK. x 8" WIDE x WIDTH O.G. (MIN. 3 STRINGERS ® 5GALE: 3/4" = I'-O" DATE: 03/17/22 11 OF 11 OF STAIR P. GONG. PAD EA. STAIRWAY) PERMACA5T BASE 2'x6 CONNECTOR P.T. BLOCK IN BETWEEN NOTE: * � EA. STRINGER. FASTENED TO ALL DECKING SHALL BE FASTENED C"h A P. GONG. PAD w/ 19/64" x n d P.T. DECKING . 3-I/2" CONCRETE SCREWS BY tA- w/ COATED DECKING SCREWS BY �'"^ ,/+, "GALIBURN" (OR EQUAL) - MIN. "DECK MATE" (OR EQUAL);`� ' ,:IN (5) 50REW5 PER BLOCK O" MIN. i w� ' -A GRADE GRADE P.T. D.J. AS PER PLAN47 EXTERIOR MOOD STAIR DETAIL. 4 ColoVE ED PORCH DETAIL. A-301.00 50ALE: 3/4" = P-O" A-301.00 50ALE: 3/4" = I'-O" fA4 SITE PLAN HATCH KEY: d 67 PROPOSED BUILDING ADDITION _ Q U PROPOSED ACCESSORY STRUCTURE �o� ; / o � O "" "" FL o Z_ UJ N PROPOSED 2ND STORY �` w ILL_ QLLI ir c Z O � Z J = Lo J 583°42'00"W - - - - - - - - - - I35.O' I �o �/ O - FAGS I\E� ° O j O _ _ qt ---PROJECT LOCATION & SCOPE -- \/ `- z m -PROPOSE EXTENDED L I V I NC ROOM, NEW BA)" WINDOW � NEW FRONT SITE PLAN & ZONING DATA j _ p FORGHit Q w r GENERAL NOTES dam- O �. ENERGY TABLE Z 0') cD 1 I - `� STRUCTURAL DESIGN CHARTS ff z ri FRO JEGT DATA : - - - n�LCwv�N;i�wCHOrx BOLA, �--' w U. J N ---- - - STRAPPING, & NAILING DETAILSLo � � 1 1 PROJECT / ZONINO DATA FASTENING SCHEDULE 0 _ 6 50' REAR SETBACK - ---- - o - - I TAX MAP # - - -- O ----- -- --- 1000-055-04-Oq , FRAMING GRAPHICS ! I ZONING DISTRICT R-40 NG - BEAM CONNECTION PATTERNS Lu LOT AREA0.5 ACRES ! FIREBLOCKING DETAILS I 1 CofO - HOUSE #Zb6Gq; 08/04/-15 1- - PROPOSED DEMOLITION PLANS Uw ICELLAR ' GofO=DECK ---__ _-- ---_ _ � _ #Z1850q; -___ -- _ J ENTRANCE l ! 1 SUFFOLK COUNTY HD APPROVAL 5-50-65 -- - --- --- - - -- ---- -- --- - -- - ®� .® � PROPOSED FOUNDATION PLAN Q I v li HASI-ABLE SPACE EXISTING PROPo5ED �! 1L1 - - _----- EXIST. - FIR -7 57 FLOOR AREA 1,2 .2 S.F. l 1,336.o � w - - - lr, � AG EXIST. I STRY WD. FRAME DWELLING _ I TOTAL BEDROOM COUNT 3 ---3 """""' CON. (3 BEDROOMS) w ,• �- � O�,O � PROPOSED FIRST FLOOR PLAN LOT COVERAGE = PROPOSED ROOF PLAN DESCRIPTION (FOOTPRINT) AREA ! % LOT COVERAGE ti* PROP. PORCH I } 1 TOT/+L LOT AREA 22,g4q.0 S.F. iL 15.0 ExtSrINO HOUSE jr 2,012 7 s.F_`\r A-201 .01 PROPOSED EXTERIOR ELEVATIONS r PROPOSED FRONT ADDITION 1 100.6 5.F. 0.4% j 'I PROPOSED PORCH 1 TOTAL AREA OF ALL STRUCTURES2141.55.17. \ ---- --- -- 40 FRONT SETBACK �� q.3;� PROPOSED EXTERIOR ELEVATIONS o "MAXIMUM LOT COVERAGE ALLOWED - :20% _ <) MAIN BUILDING -jQ ,Q BUILDING SECTIONS i REQ i RED SETBACKS � DETAILS o REQUIRED EXIST. �I PRoPoSEo COMPLIES r -----_ II j O a FROt4T YARD 40.051.0' 51.0 YES ---- - — -- - - ._. Al ca`• �J SIDE YARD O' O' --- w 35.G' 15 ----- _- " 35 --------- - -YES o 1, N85°42'00'_E - _ - - 135.0= BOTH SIDE YARDS - 35.01 41.0' 41.0-- - II YES U -- -------- -- REAR YARD 50.0 � 76.5 J'� 76.5' N Li.l F- N Q \ I PROJECT: REILLY RESIDENCE FROFOSED SITE PLAN SCALE: 1" = 15'-0" 900 LONG CREEK DRIVE SOUTHOLD, NY DRAWING TITLE: ------ --- --- - - PROJECT LOCATION & SCOPE i E SITE PLAN & ZONING DATA / PAGE: -00 ¢ Jvo Oil.- DATE: 11/03/22 1 OF 11 I 1 - i SITE LAYOUT NOTES: , I. THIS IS AN ARCHITECT'S SITE PLAN 4 15 - SUBJECT TO VERIFICATION BY A LICENSED �/ ��'GD ARC SURVEYOR. THE INFORMATION '� M yf� REPRESENTED ON THIS SITE PLAN IS TO THE ' ARCHITECT'S BEST OF KNOWLEDGE. 2. SURVEY INFORMATION WAS OBTAINED FROM A SURVEY DATED JULY 14 Ig-75 AND PREPARED BY: RODERICK VAN TUYL374 0 74 w _ v 612 IST ST DEC I T�OF �,,��� OREENPORT N.Y. IIg44 } TELEPHONE: (651) 477 Ilbb LOCATION MAP SUll SCALE: NTS NOFSOU1111 -- ----------_ _ ,--- -- -- CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE. AND MASONRY - - - - - -- __ OENERAL`FERAL 5t,-1E30L <E—%',r : Q U _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT W Z 0 WOOD FRAME (L.O. STL. IN EXISTING TO REMAIN WHEN APPLICABLE) T-I NEW FOUNDATION WALL �- W NEW WOOD FRAME (L.G. €'. ! Q W >- STL. WHEN APPLICABLE) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL ! 0 Z POST FOR 4" WALLS WOOD FRAME (L.O. STL. WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL J POST FOR b" WALLS), U.O.N. -- i 10) 0 NEW 2-HR FIRE RATED 0 0 0 1 WOOD FRAME (L.G. STL. 5� �- � u') = WHEN APPLIGABLE) Z g It m 0 ! Z FOUNDATION PLAN NOTES Q W J J 00 TYPICAL P. GONG. FOOTING $ WALL CONSTRUCTION: Z WIT C) O • (2) 2"xb" P.T. SILL PLATES W(:,OFFER TERMITE SHIELD • ANCHOR BOLTS AS PER PAGE 0-003 I Y '�'� 0 • P. GONG. FOUND. WALL AS PER DETAIL UPON • P. GONG. FOOTING AS PER DETAIL Z >; 4Q Z ,r„) • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR • B.O. FOOTING 3'-O" BELOW GRADE MIN. • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN -I V' W (fl APPLIGABLE) I D _ Ln = Lin • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / STOOPS (WHEN APPLICABLE) I 0 0 J 0 • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET � F,OR-HEIOHT F-WALL_4 SLAB-(WHEN-AFPL,IGABLE). I O RESERVE fLu H Ib"xb" DEEP P. CONC,1,CONTINUOUS FOOTINS d X C-) 5 f'ER-NOTE -DET IL7TYP:)� 1 _ — � � — — — — � � I LuLj = V OFOUND 4 POSTS FOR WD. DECK: WD. P.T. POST 4 P. GONG. PIER UPON FOOTING AS PER ( i J DECK DETAIL (TYF) I Q ^ I I OIb"xlb"xl2" DEEP F. CONC. PAD FOOTING AS PERNOTED D P ( ) I X TYPICAL LEDGER BOARD @ EXT. DECK: - i - - -- - b I. (I) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS 2. SECURED W(2) 5/5" (P x 5" LONG H.D. GAL. LAO BOLTS - ® 3. INSTALL H.D. OALV. JOIST HANGERS BY 'SIMPSON' (OR EQUAL) 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING b BENT OVER TOP EDGE OF LEDGER BD. 5. SEE NOTED DETAIL FOR WOOD STAIRS ® GRADE: O 4" THK. P. GONG. PAD b" WIDE x REO'D LENGTH UPON I EXIST. (3) 2"x10" HDR - - --) b" GRAVEL UNDER 2"x12" P.T. STAIR STRINGERS ® - - - - MAX. Ib" O.G., U.O.N. (MIN. 3 STRINGERS) NEW UN-REINFORCED P. GONG. SLAB O I. NEW 3" THK. UN-REINFORCED P. GONG. SLAB UPON w w 2. 4" (MIN.) GRAVEL BASE UPON 0 p 3. b MIL POLY VAPOR BARRIER I Q m F X- UNEXCAVATED FOUNDATION WALL OPENING. EXIST. a� O I. 3'-O"x3'-O" MASONRY OPENING IN FOUNDATION I ' a' BASEMENT I I AREA 2.PROVIDE (2) 2"xb" P.T. HDR. I K UNFINISHED $ UNHEATED I ❑ Xm 13 0 1 ,215.2 50.FT. 1 Q EXIST. ® cn �m ( ❑ ELEC. IJ PANEL z ( -A w O Q Q EXIST. BOILER PROP. 2"x10" F.J. II I Z - - -- -- — - - - - - - - I ~ LL 0 9 PROP. Lu ( CRAWL SPACE EXIST. (3) 2"x10" HDR - 0 b d) c0i a �- - -- - -- - - - - - - -- -- -- -- -- -- - - -- - - - - -- - - - - — — -- - � e-I • � I I N - -- - - - - ° - - - - - - - - - - - - - - - - - - -- - - - -- -- - - - - - N I - in Lu a H N Q Q PROP. 2"xb" P.T. D.J. tv 2) 2"xb" P.T. - 016" O.G. ❑ .❑-I X ( DROPPED GIRDER PROJECT: 4 f ® � �� - - - -- REILLY 5 ° X EXIST. D-7I RESIDENCE � I Q OIL TANK I I I 900 LONG CREEK DRIVE D - SOUTHOLD, NY I L J DRAWING TITLE: PROPOSED FOUNDATION PLAN PAGE: PROPOSED FOUNDATION PLAN A-:LO;!:� 0 J. - HABITABLE SPACE; 1,215.2 S.F. OROSS AFEA SCALE: 1/4" = 1'-0" DATE: 11/03/22 6 OF 11 AM. f�F :2 N,�, {� '9�. 0374 �Q4 ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "0-003" FOR NAILING 8 STRAPPING DETAILS. EI FERAL : **SEE DOOR SCHEDULE FOR ALL OLA55 DOORS FROM SAME MANUFACTURER" 101- U _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT -_____ - _ - -'' W Z O WINDOW CHART EGRES I� � d7 WOOD FRAME (L.G. STL. -----------II --- -- - - — -- l -- CLEAR J rI WHEN APPLICABLE) EXISTING TO REMAIN ROUGH OPENIN i, WINDOW DIMENSION F: � �1 � �� TAG TYPE MODEL # ---- 1 OPENING TEMPERED Q W � { ` ! WIDTH REQ'D: 20" '„ f I - --- ��- - _--=1: NEW FOUNDATION WALL NEW WOOD FRAME (L.G. m� 111 u�nll - WIDTH HEIGHT - WiDTHEfGH�OPEN.REG2'D: STL. WHEN APPLICABLE) , HEIGHT PEG 'r;'.-- D 24' NEW I-HR FIRE RATED y\ MIN. (2) 2"x4" STRUCTURAL /� - A BAY WINDOW - 20 � - -2 V2 - � 8 8 -�� 8 �' -- - -- _- O = Z WOOD FRAME (L.G. STL. ❑ POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL B RESERVE - - - POST FOR b" WALLS), U.O.N. - -- � �_ -- _ -- O NEW 2-HR FIRE RATED DOL 2=_ TW2 0 10- 3�3 -5'-O 2'-I�O - 572 - _-- -- - a O O WOOD FRAME (L.G. STL. s _ / Aga' C Ln W WHEN APPLICABLE) >- d' m O Z FLOOR PLAN NOTES cu W J DOOR NOTE: 00 OI. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON J 1 O PLANS BY 'JELO-WEN' (OR EQUAL). 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON Z vi J O � PLANS BY 'THERMATRU' (OR EQUAL). Y 3.DOOR TYPE TO SELECT Z >: 4 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS Z 5. INSTALL AS PER MANU 5PEG.'s PROVIDE (2) 2"x8" HD b. R.,U.O.N. 7. SEE PAGE G-003 FOR ALL OTHER FRAMING Lo x T1N ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. r O i _ U) O STAIR 8 RAILING NOTE: L - O 7 Q 2 I. ALL NEW STAIRS SHALL HAVE MAX. -3/4" R1 r J O d MIN. 10" Tr - RISERS SHALL BE CLOSED 2. 42" HIGH GUARDRAIL $ SPINDLE SPACING EXIST. EXIST. NOT TO ALLOW PASSAGE OF A 4" 0 SPHERE; 36" HIGH HANDRAIL $ SPINDLE SPACING NOT DOWN DOWN TO ALLOW PASSAGE OF A 4" (P SPHERE W 3. GRIPPRBLE RAIL AS PER GORE - - -- - 4. RAILING TO BE WOOD K XU 3 O WINDOW NOTE: - _ W I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN ® � EXIST. CASEMENT,DOUBLEHUNG, OR GLIDING (AS NOTED); 4' N PAN. = J INSTALL AS PER MANU. SPEC.'S. FOR SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOW5 rn AND DOORS" ON PAGE 0-002 IF CASEMENT WINDOWS - ALL CSMNT WNDW5 SHALL HAVE X �EXST* (� EXiST. Q STRAIGHT ARM HINGE WHEN ®_ GL. MUDROOMLnA�T­HRO XIST. 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE N OM TILT WA5H EXIST. x EXIST. DINING EXIS j 3.ALL GLAZING WITHIN 18" OF FF TO BE TEMP. GL. n ROOM DN -- i 4.SEE PAGE 5-003 FOR FRAMING ELEMENTS AROUND BEDROOM _- EORE55 NOTE: KITCHEN - - - - WINDOWS (TYP. FOR ALL) U.O.N.;(2) 2"x8" HDR. U.O.N. rn x IN COMPLIANCE WITH NEW YORK STATE BUILDING CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF — --- EGRES5 SHALL BE FOLLOWED: d EXIST. 60 NET CLEAR OPENINO........... 5.7 S.F. - - RAMP EXIST. (1 NET CLEAR HEIGHT............... 24" MINIMUM C, DN L NET CLEAR WIDTH................. 20' MINIMUM -----J PROVIDE NEW OAS FIREPLACE UNIT. HOMEOWNER TO O SELECT. CONNECT AS PER MANUFACTURER SPECS; I DON EXIS OOD PROVIDE ALL NECESSARY VENTING THROUGH WALLS _ a I I, TO EXTERIOR. ENSURE PROPER CLEARANCE PER NYS _ / ✓� ,' \ /'— _ BURNI ARTH/MANTEL CLOS LL CODE AND MAN. SPECS. / �\ i � I I EXIST. OS PERMACAST COLUMN 8" SQUARE BEDROOM - - _ _ _ _ a ��e(rmt- STRUCTURAL = l EXIST. DBL. POST EXIST. POST-/ / + ` GL. TO RIDGE TO RIDGE;V.I.F Q�(� EXIST. GARAGE - 1 /MATCH EXIST. WOOD FLOORS p SAND AND STAIN LIVING ROOMuj AND KITCHEN AREA p PROP. L.P. 48" FIREPLACE Q � EXIST. EXIST.`•, � PROP. � i j I VENT THROUGH WALL = ' olc�___) EXIST. �� Com' H. m LIVING-ROOM N ELEC. 353.a SOFT. - \ METER - - L -- -- 0 1 1 EXIST. 2'-O" I[zx6a2 I - / 0 BATHROOM f l��'c9�• VENT Z PROP. > nj O CATHEDRAL a I¢xb$ CEILING to - 1 z y U a j Q -O (2) 15" LVL HDR (2) 1.75_'xq.5" LVL HDR -- i>1 1 .� xI - - - ---- -- - - - - -- - - - -- - - - - ( N I'-0., V X N DBL. POST j 3'-g° = N T-3" \ - - / Lu N TO VALLEY DSL. POST TO RIDGE 5 IR'Q m = 0 'ii DBL. POST=, ' " HDR TRM W/ TO HDR. (2) 2" , n -0" 4'-0" 4'-r' ;+ , PROJECT: x10 _ x n u� rn 1 X x 1u z EXIST. 1 z i REILLY ® �n BEDROOM --- - --- �<< _ RESIDENCE N /6 EXIST. � O I` � m� O Q (3) RI ® MAX. 7.3" (V.I.F) (2) Tr ® MIN. 10" (V.I.F) 900 LONG CREEK DRIVE PROP. (2)HHDR. LVL \ % SOUTHOLD, NY 15'-6" DRAWING TITLE: ------- -- - --- -- --- - ----- 23'-0" < PROPOSED FIRST FLOOR PLAN `i \, f i 1 PAGE: PROPOSED FIRST FLOOR PLAN - u 0 1 11488.3.1 S.E. HA51 TASLE SPACE; 2,101 .5 S.E. O ROSS AREA SCALE: 1/4" = I'-o" DATE: 11/03/22 7 OF 11 Al, r g;-D ArQ�,y o �►i "✓ .� OF it OENERAL`FERAL a. O EXI5TING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. WHEN APPLICABLE) > W N EXISTING TO REMAIN J W TA NEW FOUNDATION WALL NEW WOOD FRAME (L.G. Q W }. STL. WHEN APPLICABLE) m=r 'JI•d:." " //�� Z NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL !� Z WOOD FRAME IISTL. © POST FOR 4" WALL5 WHEN APPLICABLE) (MIN. (2) 2'W STRUCTURAL F- Lo Y POST FOR 6" WALLS), U.O.N. ir O O NEW 2-HR FIRE RATED O O O WOOD FRAME (L.G. 5TL. CL LA WHEN APPLICABLE) >- Z O ! _ ; O F- QW J J 00 Z0) (D Y O Z >:EXISTING 4 D Q Z e-'1 (uT JN EXISTING LINE OF EXTERIOR WALL W W (fl DOWNSPOUT EXISTING GUTTER DOWNSPOUT N W- Leo Ih I I I I I 1 I' I 11 I' I' I I I I I II I I I 'I I I I II +I I I I 1 i € I II '1 I I I i I i I I III I I I II I I I I I I II I �I � II ' I I I I� ''I I III II I I I I I I I I I y I I I I I I i I II I I I bi i I q 1 I I I I I. 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I I I,IIII .III I 14 I �I• IIII ,: � :• IIII is PITCH :, I � � .. , I. � 1 e �, n II � 11 III III I �� �, �,6 I.� I, I. ,�I I 1 I --- � — - --- — —----i -- it 11 +,I 111 „' III I'I III III I' c I' b1i1 PITCH N'Irn Q, I, 8:12 Q-- --- !'� r I N _.. .Jl,1 PITCH. [ I — --- — — 1714 — �" ' IIII !I b I' IIII III 6 (' I � T1"t�I1I''I �I - LLi ll 7 C I PRO1 "xb" R.R. I' II !Ili I' III OP. 2"xb" R.R. P. 2 - N ji , 11111'1 �I LINE OF EXISTING 0Ll �, 1 III III I I. 11111 PROP. 2.. R.R. /� EXTERIOR GUTTER •-� I'll I .I l III III r I, IIII ®I6" O.G. 1 WALL PROJECT: I I I I I I I I I,I II I I III i. ' 1' III 111. PROF. 4"x3" ALUM. GUTTER i'I l p'I Ir I� ;I 11'11 111 II 3"x2" ALUM. R E I L LY TYP. i ( ) DOWNSPOUT I I II I III II ! 111 I' IIi DOWN TO RESIDENCE X!III I SPLASH GUARD = I,'I I I m EXISTING 1'I, �I IIII 11 0 GRADE ! OF III 11 s I ,. DOWN POUT I ' I' lI , IEXI:1 I5'I TIN G OTo ROOIII I 900 LONG CREEK DRIVE UARDSPLASH G ( « I SOUTHOLD, NY ® GRADE I IIII � I" III � III I I II! �I III III I I I I I I I III II r I 111 Ilii' DRAWING TITLE: D r'� 17-4° 7'-°" �;, — ) PROPOSED ROOF PLAN PAGE: FROPOJEF-.. ROOF PLAN A-10 4 4 IV"'L SCALE: 1/4" = 1'-0" DATE: 11/03/22 8 OF 11 M. 0374fj �o 2 ELEVATION NOTES d7 a U � � O NEW ROOFING: OW Z O O I. SEE NOTE ® SECTION W N 2. ROOFING TO MATCH EXI5TIN6 (ASPHALT ROOFING SHINGLES) Q W W O2 NEW SIDING: Z I. SEE NOTE ® SECTION 2. SIDING TO BE WHITE FIBER GEMENT LAP SIDING O Z O3 J J NEW SIDING: F- J I. SEE NOTE ® SECTION IX O Y O 2. SIDING TO BE WO WHITE BOARD 8 BATTEN SIDING CL Lo m O NEW 5/4"x2" 'AZEK' (OR EQ) WIN >- d' m DOW/DOOR CASING: _ � �--. /----'�� --�_ `--�-�� CHIMNEY O `} PROVIDE AT ALL NEW d EXIST. WINDOWS/DOORS (TYPJ Z 5 NEW WOOD FRAME STAIR 1 Z , / a W NEW WINDOWS) 1J J 0c) Ob AS PER PLAN \ > O a Z O Cfl NEW TRIMS (AZEK OR EQ.): OPROVIDE NEW EXTERIOR WHITE TRIM AS PER ELEVATION DRAWINGS: FRIEZE 5 �",CORNER BOARDS 5 �", AND FACIA 12 Z >: 4 1,. /� I a Z rl J (V STRUCTURAL PERMAGA5T-_-COLUMN 8" SQUARE"__ LL W Cfl r -- - LO NEW CRICKET (TYP): O 2"x4" FRAMING ® Ib" O.G.;PROVIDE ICE SHIELD f LAPPED W' IN ALL DIRECTIONS 8 FULLY FLASH. r 1 LI Lj FF - - - --- - -- -Q- --- --- uj Ell - - --- - - _j [A El Lil L-] F] I, Ll Lu LL T71 F I> I EA-1 EL], U I FE-I'll +I NORTH ELEVATION (FRONT) 50ALE: 1/4" = 1'-0" I � o w Q 0 a j w N o O c� z J � I � LL O w O 0 O U a EXIST. CHIMNEY -- -- -- tx 04 N Li.i -- a c*4 / I PROJECT: - - - R EI LLY RESIDENCE - ---- - - --- -- 900 LONG CREEK DRIVE SOUTHOLD, NY DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS 5 - --- j _ I fj F.F. PAGE: �c _=I A / . V I `�\.-�.--f^.��_._,f�`�___---��' -----ter\»���-�_� ���--�� ��!i`r`�`__-f mss._--� '�-__��/ \.�-•��'�._./ DATE: 11/03/22 9 OF 11 NEST ELE\/ATI Oil (fig' I O HT SCE) SCALE: 1/4" = 1'-0" t. \�411F EDA/Qe "q,* X3740,Azi5 " ()F NE%,S� A a rn ELEVATION NOTES a H NEW ROOFING: W 0 O I. SEE NOTE ® SECTION LV CV 2. ROOFING TO MATCH EXISTING (ASPHALT ROOFINS TA J ' 5HINOLE5) Q LW O2 NEW SIDING: Z 1. SEE NOTE ® SECTION 2. SIDING TO BE WHITE FIBER GEMENT LAP SIDING �' � J I J H J O3 NEW SIDING. I H Lo Y I. SEE NOTE ® SECTION (3) O 2. SIDING TO BE WHITE BOARD # BATTEN SIDING ( Q.OLO 0 O NEW 5/4"x2" 'AZEK' (OR EQ.) WINDOW/DOOR CA51NO: jm PROVIDE AT ALL NEW $ EXIST. WINDOWS/DOOR5 (TYPJ Z� � O O5 NEW WOOD FRAME STAIRf F— Z Q W J NEW WINDOW(5) 1 -� 00 Ob AS PER PLAN Z 0) NEW TRIMS (AZEK OR EQ.): OY7 PROVIDE NEW EXTERIOR WHITE TRIM AS PER, ELEVATION J I R DRAWINGS: FRIEZE 5 �",CORNER BOARDS 5 �",AND FACIA Z }: 7 Q Z STRUCTURAL PERMAGAST COLUMN 8" SQUARE -_ _--_ 11 LL W (fl Lf) = Lo / NEW CRICKET (TYP.): O l O 2"x4" FRAMING ® Ib" O.G.;PROVIDE ICE SHIELD - t LAPPED 18" IN ALL DIRECTIONS B FULLY FLASH. I - W I A L U W � � U 2 J U J SOUTH ELEVATION (REAR) 5GALE: 1/4" = I'-O" i i w � a 0 IL w N O O I Z J Fes- LL Z O Oa. 4 i CN W Lf 04 1 - d� o -- a PROJECT: O� REILLY RESIDENCE 900 LONG CREEK DRIVE u � SOUTHOLD, NY '� ,1�� '`_�✓ter` / � - / \ _.,/ `��_ _�...���-__.'�f\-..�//`��._���'`,.�_../��.�..r��`._-�' ..�r�`� / - - - ---- _ DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS PAGE: A ■ J. DATE: 11/03/22 10 OF 11 EAST ELEVATION (LEFT SIDE) F� 5GALE: 1/4" = 1'-0" D ASC 91� 03Td 5 �Q .: d 0) U BUILDING SECTION NOTES 0 H cp NEW ROOFING NOTE (TYP.): LLLJ N O I. INSTALL NEW ASPHALT ROOFING SHINGLES Ti 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO JUJ 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS Lu >. 5.INSTALL 15 # BUILDING FELT(U.O.N.) OVER \ FOVER Z 4.1/2" COX PLYWOOD SHEATHING (BLOCK ALL SEAMS) ' U) Z 5. GAP SHINGLE OVER RIDGE 3 HIPS (AS REOV) 0 6.PROVIDE RIDGE VENT(AS REO'D) i -j P J L T. FLASH ALL VALLEYS \ S.INSTALL DRIP EDGE AS REQ'D j Lo 9.INSTALL ALL AS PER MANU. SPEG.'s (1' ` O O O TYPICAL ROOF d CEILING CONSTRUCTION: j a Ln m O • NEW ROOFING AS NOTEDZ I m 1 • 1/2" COX PLYWD SHEATHING (BLOCKING ® ALL PLYWD O SEAMS) EXIST RIDGE HEIGHT _ • R.R.,G.J., d G.T. AS NOTED ON PLANS (6 5PAN5 OVER ELEV. +17.4'&' INSTALL "X" BRIDGING ® CENTER OF SPAN,U.O.N) Z • MIN. OF R-49 SPRAY FOAM INSULATION AT R.R. %' 12 / y y Y —I 1,, Q J • SPRAY FOAM IN-FILL IN EXISTING R.R. IN LIVING ROOM J 5 r /� TYPICAL EXTERIOR WALL CONSTRUCTION (TYP.): �• ,%� 2 ZO O• UPON "TYVEK" HOUSE WRAP (OR EQUAL) _ Cfl • UPON 1/2" COX PLYWD. SHEATHING (BLOCKING ® _ - i `� ' i J ALL PLYWD SEAMS) • 2"xb" STUDS ® 16" O.G. w/DBL. TOP PLATE • MIN. R-21 BATT INSULATION • 5/6" GYPSUM BD. WALL FINISHlu / J _ EXIST. G.J. AS PER PLAN W W cO NEW SIDING NOTE (TYP.): z / - PROP. ---- / Lo r- Lo O I. INSTALL NEW FIBER GEMENT LAP 51DING p T LIVING-ROOM _ - < 2."TYVEK" HOUSE WRAP (OR EQUAL) m - 5 \ 0 J O 5.INSTALL ALL AS PER MANU. 5PEG.'s 4.PROVIDE ALL NECESSARY TRIM FOR tt1 PROPER INSTALLATION \ tf J Y 4 5.SIDING SHALL EXTEND TO TOP OF X _ EXIST. F FOUNDATION WALL 1 KITCHEN PROP. GAS W FIFREPLACE O TYPICAL FLOOR CONSTRUCTION: II / I. FINISH FLOORING TO SELECT �p g 2. 5/4" T$& COX PLYWD. SUBFLOOR GLUED b SCREWED % \ V 5. F.J. AS NOTED ON PLANS - AT SPANS OVER a' PROPOSED FIRST FINISHED FLOOR ; H INSTALL 'X' BRACE ® MID5PAN ELEV. +2.4' 4. MIN. R-50 BATT INSULATION (ONLY BETWEEN FIRST FLOOR AND FOUNDATION) U - J EXIST. F.J. AS PER PLAN it ' PROP. F.J. AS Q SA NEW WOOD FLOOR: BASELINE PER PLAN 1. MATCH EXISTING WOOD FLOORING (SAND AND STAIN ENTIRE FLOOR) ' ELEV. +O.O' EXIST. \, PROP. CRAWLSPAGE BASEMENT ELEV. ----------- UNFINISHED 4 UNHEATED — — - > EXIST. BASEMENT FINISHED FLOOR UN-REINFORCED <� GONG. SLAB a ELEV. -5.3' ------ I} 1 i v �--� '`\�- -"'�'��� '---/���---�^\"'.--/ �' .-��,. `��� \\-.._._� \._✓' �`\ \"�,_--��•` �.. ..-�" ,� `�, ✓\ .,�^ \„vim-'��`, �__-�^���, / � �� � . / �,`� ✓�^a \ , f.,l�/, A SECT I ON I -I/A-301 SCALE: I/4" = I'-O" w F- Q � I a w N N E O EXIST. EXTERIOR Ix SHEATHING Q<Q Z ` EXIST. SIDING MATERIAL tu It wz f� BUILDING PAPER d HOUSE WRAP W� j O TO FULLY OVERLAP FLASHING 0 0) 13 Z O EXIST. STUD WALL FF1 m [A- In w 0 GAP FOR }U MIN. 4" BETWEEN EDGES OF 2 a DRAINAGE 5/4"xb" COMPOSITE Q W O 1-1/2" SQUARE BALUSTER O Q Q m U 4 i DECKING N.O.N. ON PLAN/ (STYLE TO SELECT) "Z" FLASHING SECTION/DETAILS) TYP. ROOFING (SEE 51MP50N H2.5A RAFTER SECTION NOTES) TIE (OR EQUAL) TYP. ROOF CONSTRUCTION 04 0 FLASHING (SEE SECTION NOTES) N DRIP EDGE P.T. DECK JOIST 5/4"xb" P�ADEECK Py�N O X<. A COUNTER AS PER PLAN JOISTS AS PER PLAN FASTENED w/(2) x FLASHING '51MP5ON' H2.5A `'1 R 5/5" 0 x 5" LONG HEAVY DUTY GAL. RAFTER TIE LAG BOLTS ® I6" O.G. INTO MUD SILL d METAL GALV. JOIST HANGER ( I PROJECT: RIM BD.;WHEN ® FOUND. WALL FASTEN BY 'SiMPSON' (OR EQUAL) w/(2) 5/&"(P x 5" LONG APPROVED EA. JOIST (2) 1/2"(P HOT DIPPED GALV. �— R E I L LY MASONRY ANCHORS ® 16" O.G. BOLTS ® EA. POST w/OVERSIZED W � "Z" FLASHING P.T.D.J. AS == WASHERS $ END NUT PREBORED PER PLAN NY INTO BEAM, POST, DECK TIE S 1� EXIST. FOUNDATION WALL RIM BOARD ASSEMBELY ` G.J. AS PER PLAN RESIDENCE _ � P.T. BEAM AS NOTED FASCIA BOARD N - SOLID BLOCK ® 12" O.G. LEDOEIR GONNF_GT I ON DETAIL (2)DECK DJTI 0 B LT w H.D. GSIZE THRU DECK JOIST TIE ® BOLT w/OVERSIZED WASHER BEAM AS PER PLAN 900 LONG CREEK DRIVE �-301.01 - EA. POST POST Dec�Bo srDT1ET0 SOUTHOLD NY SCALE: 1 - 1'-0" "SIMP`.�ON" ABA44 ® COLUMN BASE PERMACA5T NEW 'SIMPSON" LUS26 ry HEADER GALVANIZED JOIST 4"x4" P.T. POST 5/4"xb" P.T. GRADE CONNECTION HANGER DRAWING TITLE: DECK BOARDS P.T. DECK JOISTS AS II NOTED ON PLANS a"(P 'SONOTUBE' FILLED II BUILDING SECTIONS I I SOLID w/P. GONG. ill 5/4" x REQ'D (MIN. 4,000 PSI) o I II Z HEIGHT P.T. RISER - - - - O 5/4"xb" P.T. -- - i DECK BOARDS 2"x BLOCKING ® EA. (2) #4 HOR. REBAR I I PAGE: STRINGER TO MATCH SIZE OF P.T. DECK JOISTS 1 v (2) #5 BENT aREBAR PERMAGAST FASTEN STRINGER TO 12"xl2"xa" P. GONG. PAD J STRUCTURAL FTG.(MIN. 4,000 PSU COLUMN wvs 0, BLOCKING (MIN. 6 ■ FASTENERS) Nom, r2 EX7ERI Oil MOOD DEC,< DETAIL 4" THK. x 5" WIDE x WIDTH 2"x12" P.T. 5TRINGER5 ® 1611 _301 01 - - DATE: 11/03/22 11 OF 11 OF STAIR P. GONG. PAD O.G. (MIN. 5 STRINGERS ® SCALE: 3/4 - I O I EA. STAIRWAY) PERMAGAST BASE 2"x6" P.T. BLOCK IN BETWEEN CONNECTOR NOTE: EA. STRINGER. FASTENED TO mALL DECKING SHALL BE FASTENED P. GONG. PAD w/ 19/64" x Q i x w/COATED DECKING SCREWS BY P.T. DECKING ' 3-1/2" CONCRETE 5CREW5 BY r "DECK MATE" (OR EQUAL) "GALIBURN" (OR EQUAL) - MIN. ,`FLED AFDC (5) SCREWS PER BLOCK O" MIN. GRADE _ _ GRADE <C/�`� C. P.T. D.J. AS PER PLAN 7 EXTERIOR V400D STAIR DETAIL � COVERED FORC,,H DETAIL ��� ��``��� A-301.01 _ = � A-301.01 N � SCALE: 3/4„ - I -O SCALE: 3/4° 1'-0"