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HomeMy WebLinkAbout48410-Z ��O�c,11EFD1�Ct Town of Southold 6/13/2024 ;.4. P.O.Box 1179 0 C" �. 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45275 Date: 6/13/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: . 595 Rogers Rd., Southold SCTM#: 473889 Sec/Block/Lot: 66.-2-43 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/l/2022 pursuant to which Building Permit No. 48410 dated 10/17/2022 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: addition and alterations to an existing one family dwelling as applied for The certificate is issued to Hale, Scott of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OV HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48410 06/04/2024 PLUMBERS CERTIFICATION DATED Ohood Signature o�SUFfoa,��o TOWN OF SOUTHOLD a� Gym BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE Wo . 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#: 48410 Date: 10/17/2022 Permission is hereby granted to: Hale, Scott PO BOX 635 Southold, NY 11971 To: Construct addition and alterations to an existing single family dwelling as applied for. At premises located at: 595 Rogers Rd., Southold SCTM #473889 Sec/Block/Lot# 66.-2-43 Pursuant to application dated 9/1/2022 and approved by the Building Inspector. To expire on 4/17/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $424.00 CERTIFICATE OF OCCUPANCY $50.00 Total: $474.00 Building Inspector pF SO�j�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 �� • �o sean.devlin(aD-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Hale SA Revoc Trt Address: 595 Rogers Rd City:NY St: 11971 zip: Building Permit#: 48410 Section: 66 Block: 2 Lot: 43 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Peconic Power Systems License No: 45056ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor 1st Floor Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 18 Ceiling Fixtures 2 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt Wall Fixtures 15 Smoke Detectors 1 Main Panel A/C Condenser Single Recpt Recessed Fixtures 15 CO Detectors 1 Sub Panel 60A A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 2 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 23 4'LED Exit Fixtures Sump Pump Other Equipment: Floor Heat (3), 60A Sub 12 Circuit/ 12 used, Steam Unit 30A Notes: Second Floor Bedroom & Bathroom Inspector Signature: Date: June 4, 2024 S.Devlin-Cert Electrical Compliance Form Of S Town Hail Ampex Telephone(631)765-1802 54375 Main Road ; Fax(631)765-9502 P.O.Box 1179 Southold.NY 11971-0959 3 �i 1 ri `t� E rti BUILDING DEPARTMENT TOWN OF SOUTHOLD `J �"`� APR - 9 2024 CERTIFICATION i� Date: t Building Permit No. 14 P' Owner: c..JL Gi(� (Please print) Plumber: l j''L-�?e n G -CCGn� G (Please print) i I certify that the.solder used in the water supply system contains less than 2/10 of 1% 1 lead. i (Firers Signature) Sworn to before me this day of ✓`d LORERA LAMB Notary Public,State.of New York #01 LA6179883 Qualified in Suffolk CourdY Term Expires-December31,20 6 Nota u �I 6 ry Public, �`Coulity � _ of SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. °ycourm,��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ UGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [erFRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION r [ ] PRE C/O [ ] RENTAL REMARKS: 49 if u DATE INSPECTOR 5q5 er!5 P-,j how OF 50(/T RoV # # TOWN OF SOUTHOLD BUILDING DEPT. cou 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 f,�[ ] PRE C/O [ ] RENTAL REMARKS: L V A DATE 7' 1 S2-3 INSPECTOR �F SO yO� # * TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ?INSULATION/CAULKING OUGH PLBG. [ ] FOUNDATION 2ND [ [ ] 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: r— �� (�Wrl eol DATE 9/13120Y3 INSPECTOR Of SOUIyO� o" '(iJ <J # # TOWN OF SOUTHOLD BUILDIN DEPT/�.� "cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST:/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] 'FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) iZPELECTRICAL (FINAL) [ ] ,CODE VIOLATION 1 .] PRE C/O [ ]. RENTAL REMARKS: f9eO2 �0(W444 Arw krc aoc nok Ag.�'d zo.) A/zv( DATE ri`� INSPECTOR-," . OF SOUTy�� * # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 qgyto INSPECTION 0' [ ] FOUNDATION 1 ST [XRRO PLBG. FOUNDATION 2ND [ LATION/CAULKING FRAMING /STRAPPING [ L [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL RE ARKS: 3 rc ote�, v 9� -- ®c 4 DATE 0 INSPECTO .��3�` �t+eye e �} ��, ��+ .` \\,` 1 �� w}` r r �� � �. M y //II�I1011�ll' ..�,4�. 4 i fA i No - r IF v r 1 FIELD INSPECTION REPORT I DATE COMMENTS FOUNDATION(1ST) d � ------------------------------------- FOUNDATION (2ND) z v 1 ua y ROUGH FRAMING& PLUMBING S N n d H vwill uI INSULATION PER N.Y. l ✓i f1v A�✓�. y STATE ENERGY CODE ( AAA co nm� We Pay- LM SOL k 4v 01A 6 CAk FINAL ADDITIONAL COMMENTS If 12-1 ZZ BE c" )noo ��Il-z3 d cl9 _ M 5_ _a H O z x r� H x d b �Q��SOFFGtK��Gy�2 TOWN OF SOUTHOLD—BUILDING DEPARTMENT N Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov c� Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. O Building Inspector: SEP Q12��2 D 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 OFSOUTHOLD Owner's Authorization form.(Page 2)shall be completed. Date:9/1/22 OWNER(S)OF PROPERTY: Name:Scott Hale SCTM#1000-100-66-243 Project Address:595 Rogers Road, Southold NY Phone#:310 - 422 - 6681 Email:shale@sy_baritelm.com Mailing Address:595 Rogers Road, Southold NY CONTACT PERSON: Name:AMP Architecture, Jess Magee Mailing Address:PO Box 152 Mattituck NY 11952 Phone#:631-603-9092 Email:jmagee@am parch itect.com DESIGN PROFESSIONAL INFORMATION: Name:AMP Architecture, Anthony PortiIlo Mailing Address:PO Box 152 Mattituck NY 11952 Phone#:631-603-9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ', ❑New Structure ®Addition ❑Alteration []Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION Existing use.of property: Intended use of property: Sn �: F(Im,1y : s Zone or use district in w.hich.premises is situated:. Are there any covenants and restrictions with respect to 1� NCthis property? ❑Yes Ao IF YES, PROVIDE A COPY. I�Check SoX;Aftelr_Reading;The,owner/coritractor/desi' -professional,s responsible for all drainage and storm:water_issues as provided by; '0a6ter236 of;the Town'Code.'APP,LICATIONIS HEREBY MADE to the Bwlding[Ye partmentIor•the'issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,fCounty;_New.York and applicable Laws,Ordinances or.Regulations;,for the construction ;of buildings,, additions,alterations or for removal or demolition as,herein described.Tlie applicant agrees to comply with all applicablelaws,.ordinances,'building code,i housing code and regulations andArp admit authorized inspectors on prernises'arid'in'building(s)'for-necessary';in§pectiotis.False statements inade'6erein are - punishable as'a Class A misdemeanor pursuant to Section 210.45 of the New York State'Penal Law: n 1 hl�Cfic� ASS Application Submitted By(print name): _ 1' IC _ �U�� [�Authorized Agent El owner' Signature of.Applicant: Date: / /a STATE OF NEW YORK) . .COUNTY OF S T ) being duly sworn,deposes and says that(s)lie is:the applicant' (Name of individual signing contract)above named, (S)he is the �. - v .(Contractor,'Agent, Corporate Officer,etc.) of said owner or.owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all.statements'contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. i . BARBARA H.-TANDY Sworn before me this Notary,Publi°,State O?N®yvYork No. 01TA6086001 i. day of �-✓ , 20 - GomOmissil0n Expire°011C°13/20 t . U. I . . No tar Publ'c:- PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I 5CO a le residin at 5, 7 o evs o" d g ( 0U�►01�� �� do here byauthorize AMP ARCHITECTURE toapply.on my behalf to th Town- outhold Building:Department for approval as described herein:: . . wner's gnature Date OttA.le Print Owner's Name. . 2 DING DEPARTMENT- Electrical inspector _ . JUL 1 1 2023 TOWN OF SOUTHOLD ® - Town Hall Annex- 54375 Main Road - PO Box 1179 BYJ)ff`DtNG Off ' Southold, New York 11971-0959 'yg�l Via® Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(5)-southoldtownny.aov -- seand(a)southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 7/11/2023 Company Name: Peconic power systems Electrician's Name: Robert Stanevich License No.: ME-45056 Elec. email:Peconicpowersys@gmaii.com Elec. Phone No: 516-819-7191 ❑1 request an email copy of Certificate of Compliance Elec. Address.: PO Box 512 Cutchogue NY 11935 JOB SITE INFORMATION (AII Information Required) Name: Scott Hale Address: 595 Rodger road Southold NY Cross Street: Phone No.: 310-422-6681 Bldg.Permit#: 48410 email:shale@sybaritelelm.com Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New 2nd floor master bedroom and bath Square Footage: 1600 Circle All That Apply: Is job ready for inspection?: YES ❑NO Rough In Final Do you need a Temp Certificate?: F1 YES 0 NO Issued On Temp Information: (All information required) Service SizeF-11 Ph❑3 Ph Size: A # Meters Old Meter# New Service Fire Reconnect[]Flood Reconnect Service Reconnect Underground Eloverhead # Underground Laterals 0 1 FJ2 H Frame 0 Pole Work done on Service? MY N Additional Information: PAYMENT DUE WITH APPLICATION l� �, l PERMIT H Address: Switches Outlets ,I l� G FI's I Surface 1 2 Sconces 5 I H H's r 4J . UC Lts Fans Fridge HW Exhaust Oven W/D Smokes 1 DW Mini Carbon l Micro Generator Combo I cL Cooktop Transfer aC AH Hood Service Amps Have Usec special: n/ /' :omments 'O i I , ZYCd'[' JUL 1 1 2023 BUIiLDING'4EPARTM ENT- Electrical Inspector � TOWN OF SOUTHOLD ® Town Hall Annex- 54375 Main Road - PO Box 1179 ca Dina DING DEFT. Southold, New York 11971-0959 Teliephone (631) 765-1802 - FAX (631) 765-9502 rogerr@_southoldtownny.gov - seandaa.southoldtownny.gov APPLICATION FOR .ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 7/91/2023 Company Name: Peconic power systems Electrician's Name: Robert Stanevich License No.: ME-45056 Elec. email:Peconicpowersys@gmail.com Elec. Phone No: 516-819-7191 ❑1 request an email copy of Certificate of Compliance Elec. Address.: PO Box 512 Cutchogue NY 11935 JOB SITE INFORMATION (All Information Required) Name: Scott Hale Address: 595 Rodger road Southold NY Cross Street: Phone No.: 310-422-6681 Bldg.Permit#: 48410 email:shale@sybaritelelm.com Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New 2nd floor master bedroom and.bath Square Footage: soo Circle All That Apply: Is job ready for inspection?: YES NO ❑✓ Rough In Final Do you need a Temp Certificate?: YES FV� NO Issued On Temp Information: (All information required) Service SizeF11 Ph❑3 Ph Size: A # Meters Old Meter# ❑New ServiceOFire ReconnectOFlood ReconnectOService Reconnect QUnderground[]Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? D Y N Additional Information: PAYMENT DUE WITH APPLICATION AMP Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build E 'CEoV March 26, 2024 APR TO:Southold Building Department 54375 NY-25,Southold, NY 11971 c:;�•;�� Hale Residence: 595 Rogers Road, Southold NY 11971 SCTM No. 1000-66-2-43 Accompanying this Narrative are revised drawings to clarify the scope of work that has been done.The Second Story Addition has been reduced at the cantilevered portion to accommodate the previously existing structure. Revised sheets include the following: G-001.01—Updated Site Plan, and Habitable Space chart. A-102.01—Revised Structure and Cantilever at First Floor Plan. A-103.01-- Revised Second Floor Plan at reduced cantilever. A-104.01 -- Revised Roof plan, structural components remain as originally proposed. A-201.01—Revised Elevations at Roof modification. A-201.02—Revised Elevations and Sections at Roof modification for reduced cantilever. All Revisions have been clouded on the plans for clarity. Please feel free to contact our office if you have any further questions. Thank you, Anthony Portillo, RA, LEED AP Principal I AMP Architecture, PLLC Page 1 of 1 Road APPROVED AS NOTED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES DATE ID-f- 1a9, B.P. # U AS REQUIRED AND CONDITIONS OF F E L4 74 BY SOUTHOLD TOWN ZBA NInTIFY BUILDING DEPARTMENT AT -1802 8 AM TO 4 PM FOR THE SOUTHOLD TOWN PLANNING BOARD -; 1-11A.LOWING INSPECTIONS:, OUND.ATION-TWO REQUIRED T rOR POURED CONCRETE ,... SOUTHOLDTOWNTRUSEES 2 '\OUGP-FRAMING,PLUMBING, N.Y.S.DEC STRAFP'NG. ELECTRICAL&CAULKING INSULATION 4 FINAL - CONSTRUCTION &ELECTRICAL MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW "° PLUMBER CERTIFICATION YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER ELECTRICAL SUPPLY SYSTEM CANNOT INSPECTION REQUIRED EXCEED 2M 0 OF I% LEAD. PLUMBING Blower door ALL PLUMBING WASTE &WATER LINES NEED and ductwork TESTING BEFORE COVERING tesft required. Manuals OCCUPANCY OR Must provide Man D,J and S as per USE IS UNLAVIILFUL NYS Energy Code WITHOUT CERTIFICATE OF OCCUPANCY RETAIN STORM WATER RUM" PURSUANT TO CHAPTER OF THE TOWN CODE. q T ood 51TE PLAN HATCH KEY: PROPOSED 2N1D STORY ADDITION uu �o fec. o r w J ca w \'MJ < :t� l^V LL c TL) 0 � VJ _ O L C z O 52q°3�i'20"E 55.00' I I ° _ Lo 12 T f >, .ca , L) X :3 N � O .ZI \ I I � oo cm 063 a a 26 I ' 133 U • — SUBJECT PROPERLY o`er \y EXIST. I P O G AD .- � t, � •1—.JJ p I G NTILEVER I e A DITION I LOCATION MAP I SCALE: NTS Q I I , �. u� O m -QQ ,Q PROJECT LOCATION & SCOPE v O 1 . FROFOSED SEGONID STORY ADDITION AT REAR OF EXISTING ONE SITE PLAN & ZONING DATA i Q I AND TWO STOR`( FRAME DI�IELL I NO. / j IQ q.� 51TE LAYOUT NOTES: ENERGY TABLE / 1. THIS 15 AN ARCHITECT'S 51TE PLAN 4 IS 12- w SUBJECT TO VERIFICATION BY A LICENSED STRUCTURAL DESIGN CHARTS t-: Z I I SURVEYOR. THE INFORMATION F RO,�E(f..,T DATA : N - I 'S REPRESENTED ON THIS SITE PLAN 15 TO THE w ppr �(j EXIST. ARCHITECT BEST OF KNOWLEDGE. -OQ ,QQ HOLDOWN, ANCHOR BOLT, 2. 5URVEY INFORMATION WAS 05TAINED STRAPPING, & NAILING DETAILS FROM A SURVEY DATED OOT05ER 16, 2018 ?- 10 AND PREPARED BY: PROJECT / zoNINo DATA FASTENING SCHEDULE EXIST. O W (V , I PEGONIG SURVEYORS, P.G. TAX MAP # 1000-66-2-43 -QQG�.,QQ FRAMING GRAPHICS AG — N.Y. STATE LAND SURVEYOR N dJ - LIC. #041615 ZONING DISTRICT R-40 NG BEAM CONNECTION PATTERNS ❑ O cV P.O. Box aoa N EXISTS � � / 1250 TRAVELER STREET LOT AREA 0.2 ACRES FIREBLOCKING DETAILS �� GE SOUTHOLD, NY ila"11 W I / (651) '165-5020 CofO - ADDITION TO EXIST. _- O PATIO k ROOF ZIOba4, a/22/1a81 A- Q ,QQ PROPOSED DEMOLITION PLAN E o _ (y LL.10) ILlI / / CofO -DWELLING 4 ACCESSORY Z-51555, 05/26/2006 � 16 u (� EXIST. GofO - ALTERATIONS AND w J L� AG j / SUNROOM ADDITION Z-54542, Oa/OS/2010 m FEMA FLOOD ZONE X A- 102 .01 EXISTING FOUNDATION FLOOR PLAN 0 a A PROPOSED FIRST FLOOR PLAN 20.0, / I WETLANDS DRICT IST N/A 11 \ EXIST. - DEG DISTRICT N/A N SUFFOLK COUNTY HD APPROVAL RIO-lB 4 BDRM. CA -oo - O�J.O I PROPOSED SECOND FLOOR PLAN CA 47 o TITM Ip M BALOON -► 0 PROJECT: _ I Lu O HABITABLE SPACE EXISTING A5-BUILT < r�- O�.OI PROPOSED ROOF PLAN W K lJl BASEMENT AREA O S.F. o S.F. HALE z I / / } I FIRST FLOOR AREA 1,2�8F..8 1,245.5 S.F. ADDITION IS)- SECOND FLOOR AREA 718 S.F. 1,264 S.F. � _ q A-20 1 ,0 1 PROPOSED EXTERIOR ELEVATIONS TOTAL BEDROOM COUNT 4 �? � � w I 595 ROGERS ROAD I LOT COVERAGE SOUTHOLD, NY 11971 DE50RIPTION (FOOTPRINT) AREA 916 LOT A-202 .01 PROPOSED EXTERIOR ELEVATIONS COVERAGE DRAWING TITLE: PROPOSED SECTION i I TOTAL LOT AREA 8250.o S.F. PROJECT LOCATION & SCOPE OL 16.00' IO EXISTING DWELLING 1,245.5 S.F. 15.1% SITE PLAN & ZONING DATA - _ _ D �-WA�f2SUPPL`Y_RIS�t EXISTING COVERED PORCH Ia5.0 S.F. 2.495 N2g°✓�20"W 55.00' GAS RISER EXISTING GARAGE 210.1 S.F. 2.59b TOTAL AREA OF ALL STRUCTURES Ill 5.F. 20.0% PAGE: "MAXIMUM LOT COVERAGE ALLOWED - 20% G-00 ILOI REQUIRED 5ET5A0K5 - MAIN BUILDING REQUIRED EXIST. PROPOSED COMPLIES DATE: 08/12/22 1 OF 11 G 1 TE PLAN FRONT YARD 55.0' 50.5' 50.5' NO •J SCALE: 1" = 15'-0" SIDE YARD 10.0' 10.4' 10.4' YES BOTH 51 DE YARDS 25.0' 54.5' 54.8' YES r. r NOTE: r ; I. FLOOD MAP DATA FROM FEMA REAR YARD 55.0' 46.4' 46.4' YES MAP#: 5610500155H MAP DATE: Oa/25/2001 FLOOD ZONE X M1 2. SITE PROTECTION/SILT FENCING TO BE Y f INSTALLED AS REQUIRED BY SOUTHOLD TOWN. 5. 5URFAGE WATERS AND WETLAND5 ARE LOCATED WITHIN 500' OF THE PROPERTY. 4. ELEVATIONS REFERENCE NAVD88 �E N E R A L SY COL < Y _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT % WOOD FRAME (L.G. STL. a EXISTING TO REMAIN WHEN APPLICABLREMAIN I , -I NEW WOOD FRAME (L.G. NEW FOUNDATION WALL UJI Ii (2)EXIST. (2)EXIST. -J 5TL. WHEN APPLICABLE) \I 2'4"WXbT'H D.H. 2'4"WXb'I"H D.H. (y) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL \I a E LLo WOOD FRAME (L.G. STL. © POST FOR 4 WALLS V WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O POST FOR 6" WALLS), U.O.N. _ 0 NEW 2-HR FIRE RATED I I L (D WOOD FRAME (L.G. STL. z O WHEN APPLICABLE) X Q 'cu � I I ~ ~ X CV Ul U1 w 0 0 O Z co ILi n m n c O m .� EXIST. 2"xb" F.J. IL Q C6 � ® 16" O.G. 6 a Q XO x0 N ®N ® EXIST. GREAT X 4 N ROOM w N I f -COFFERED CEILING- W A-A Z A-A L_ A-501 A-501 AAA A-A A-501 I I A-501 �J TO PROPOSED SECOND STORY CANTILEVER U �,,J EXISTING CRAWL _ _ SPACE DEL FJ UNDER WALL ABOVE ( ) I I 4-J SISTER 2"xl2" F.J. Lll QI O� O EXIST. U cV (V O GL. < •'ten EXIST. 2"x5" F.J. * EXIST. V J ® I6" O.G. BATHROOM Qm n 1 EXIST. Q � BEDROOM I EXIST. GL. EXIS . SHOWER c.L. EXIST. I O B Y . o la S z u�N EXIST. 2"xb" F.J. ® Ib" O.G. EXIST, DINING 0ROOM u _ EXIST. x KITCHEN ry N ° x Lu p EX15T. q) RI 9' g tt1 UP b) Tr ® t 8" li - N IU(V Z EXIST. 0 AG 0 Z U Z t— W J_ n m 0 fh C� Q � r .H -H e� m� Q Lli (-D, ifs 0 M EXIST. EXIST. —�' � UP BASEMENT ® ® uX, PROJECT: EXIST. 2"x5" F.J. ~ ® Ib" O.G. EXIST. LIVING HALE ROOM wOL ADDITION z EXIST. Q AG 595 ROGERS ROAD SOUTHOLD NY 11 �n 97 1 w F � L, DRAWING TITLE: PROPOSED FOUNDATION PLAN K EXIST. 3'O"WXb'i"H D.H. 3'O"WX6"7"H D.H. PROPOSED FIRST FLOOR PLAN I EXIST. PAGE: COVERED PORCH A-102m0l L _ _ _ _ _ _ _ _ _ _ _ _ _ L DATE: 08/12/22 6 OF 11 EXIST FOUNr1 )AT 1 ON PLAN FIRST FLOOR PLAN 4 ' SCALE: 1/4" = P-O" SCALE: 1/4" i f. JL_ 0 E I y,D R A L 5 I I '" B O L F I : FLOOR PLAN NOTES _ NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. DOOR NOTE: EXISTING TO BE DEMOLISHED Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED d OUT ON PLANS BY JELD-WEN (OR EQUAL). Q WHEN APPLICABLE) 2.INSTALL NEW EXTERIOR DOOR5 WHEN GALLED O EXISTING TO REMAIN OUT ON PLANS BY 'THERMATRU' (OR EQUAL). L1J NEW WOOD FRAME (L.G. NEW FOUNDATION WALL 5.DOOR TYPE TO SELECT 4.INSTALL AS PER MANU SPEG.'s J C6 5TL. WHEN APPLICABLE) S.PROVIDE (2) 2"x5" HDR., U.O.N. C7 NEW I-HR FIRE RATED X MIN. (2) 2"x4" STRUCTURAL 4.SEE PAGE AROUND FOR ALL OTHER FRAMING ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. WOOD FRAME (L.G. 5TL. ❑ POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL I'7'-10" 2 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405 p ., = O POST FOR 6" WALLS), U.O.N. - H TRP. POST TO RIDGE- - } 0 NEW 2-HR FIRE RATED (EGRES?)I D 4 �E 4 D (I EGRESS) L Z WOOD FRAME (L.G. 5TL. p p CV O WHEN APPLICABLE) _ _ O SMOKE DETECTOR / GO DETECTOR NOTES: p. •� Ln d, I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT .- G SMOKE /CARBON MONOXIDE COMBINATION DETECTOR V 6 5 HARD WIRED TO EACH OTHER w/BATTERY BACKUP. O xp 4- FIRE LACE 4 2.INSTALL ALL AS PER MANU. 5PEC.'s 6 II 5.5MOKE DETECTOR AND CARBON MONOXIDE DETECTOR 4 O m CENTER ON BEDROOM IN COMPLIANCE WITH LOCAL CODE p N O cB ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEC.'5. SEE PAGE "6-003" FOR NAILING 8 STRAPPING DETAILS. I C Q O a O CENTER ON '- **SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER** � LOWER WINDOW5 4 WINDOW NOTE: WINDOW CHART Ip VENTILATION;MIN. O I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN I 4% OF FLOOR AREA 10.1 S.F. 25A S.F. CASEMENT,DOUBLEHUN6, OR 6LIDIN6 (A5 NOTED); EGRESS C 21.4 S.F. 45.'1 S.F. INSTALL AS PER MANU. SPEG.'5. FOR LIGHTING;MIN. 8% n 1 1 SUBSTITUTIONS,SEE NOTE txq IN "GLASS WINDOWS (D t NEW BEDROOM 4 -� 4 OF FLOOR AREA �� CLEAR LIGHT VENT - z AND DOORS ON PAGE 6-002 IF CASEMENT ROUGH OPENING WINDOW DIMEN51ON PROV. PROV. p , 265 S.F. p WINDOWS - ALL GSMNT WNDWS SHALL HAVE # OPENING H -CATHEDRAL CEILING- Ix 1 % REQ. S.F. PROV. TAG TYPE MODEL TEMP. - _ - 5TRAI6HT ARM HINGE WHEN WIDTH REQ D: 20 PER PER =� r(i +� - - - --- HEIGHT REQ'D:24" UNIT UNIT � 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE WIDTH HEIGHT WIDTH HEIGHT OPEN REQ'D: 5.1 S.F. 2 FLOOR AREA 265 S.F. TILT WASH IF-__- __- S.ALL GLAZING WITHIN 15" OF FF TO BE TEMP. GL. 1 J A (I) DOUBLE-HUNG TW30410 3'-2 5'-O 3'-I 5'-O b.17 II.1-7 6.2 I NATURAL LIGHT $ VENTILATION 4.SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND T -- (HABITABLE SPACE) WINDOWS (TYP. FOR ALL) U.O.N.;(2) 2NIO" HDR. U.O.N. / , B (I) AWNING_E7 A281 2'--t �" 2'-O �" � X �i EGRESS NOTE: v ■- __ IN COMPLIANCE WITH NEW YORK STATE BUILDING W G (3) DOUBLE-HUNG TW24410 2'-6 �" 5'-O 2'-5 5'-O �� &.25 4.-t4 A-A I A-A CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF ,__�� W EGRESS SHALL BE FOLLOWED: - - - -- D (2) DOUBLE-HUNG TW21040 2'-10 �" 5'-O 2'-11 5'-O E_ 5.81 10.45 5.83 A-301 Q OIE I AIR HANDLER ABOVE A-301 NET CLEAR OPENINO........... 5.1 S.F. 204 TRIP POST TO RIDGE NET CLEAR HEIGHT............... 24" MINIMUM F-E(1) [- SPECIALTY GTN28 2'-10 �" 1'--7 2'-q 1'-'7I - _7 121 N 5M/GO NET CLEAR WIDTH................. 20" MINIMUM r , F (I) �E GLIDING G336 3'-O" �3'-6" 2'-il 3'-5 2-o --3-'I 2 O O OIF TYPICAL BATHROOM NOTE: V ® FAUCET ET 5 1 I.I.WA INSTALL RMOISTURE RESISTANT GYPSUM BOARD IN --IF G (3) PICTURE TWTISI-I I'-10 �" I'-q �" I'-Q I'-a �y° _ _ ALL BATHROOMS 1 �Ew N 1.2. INSTALL CONCRETE BOARD IN ALL SHOWER5 AND ■ - T r BATHROOMo 2 TUB SURROUNDS (/1 5 156 Sq. Ft. . SHOWER FLOORS 3 vV J� TILE- g 2.1. NEW TILE FIN15H (H.O. TO SELECT) UPON n 1 2 I 5M/GO NEW 2"x5" G J ! 2.2. CONCRETE MUD-SET (SLOPE I/5" PER FOOTCL TOWARDS DRAIN) UPON Q O FRANKFORD 1 2.5. WATER PROOF MEMBRANE TO COVER SHOWER DOOR SCHEDULE m SHOWER DOO ( i FLOOR,WRAP DRAIN 4 ATLEA5T 15" UP WALLS F 203 PROVIDE NEW GAS FIREPLACE UNIT. HOMEOWNER To DOOR MATERIAL z 4 = O SELECT. CONNECT AS PER MANUFACTURER SPECS; 0 p 1 V PROVIDE ALL NECESSARY VENTIN6 THROUGH WALLS I^ FIRE w 9 7 p TO EXTERIOR. TAG DESCRIPTION MANUFACTURER -a N NOTES tp - WIDTH HEIGHT 0 ! d RATING z 3 I z SHOWER HEADS U W J to- STEAM SHOWER NEW EXHAUST FAN SHALL BE INSTALLED WHERE 45 MIN. RATED v 1 :fl - - O VENTILATION 15 NOT MET BY MEANS OF NATURAL JSELF-CLO51N6 (4 O x 'i 5) p :t t0 CIRCULATION THROUGH WINDOWS OR DOORS TO • OUTDOOR SPACES AS PER NYS MECH. CODE SECTION SECOND FLOOR w 3-6° CON OLS 405.5.2.5; INSTALL AS PER MANU. SPECS --- -- - :_ :: :1 Z O A/C NOTE: 3 5 1. NATTI AIR HANDLER $ DUCTWORK IN 201 SINGLE SWING i 2 b 6-8 • � � �- t 202 POCKET DOOR 2'-6" (0'-5" -1 _� Q 2.ROUTE COOLANT LINE AS REQ'D L JLL�� DO MER LINE ABOVE EXIST. DB .'POST TO RIDGE �__2 03 SINGLE SWING 2'-4" 6'-8" • _ _ _ _ _ z GL A FROM A/G COND. A/G CONDENSER: m I. NEW A/C CONDENSER® EXIST. CONDENSER LOCATION 204 2'-6" b'-8" - I NEW 4 2. SIZE CONDENSER BASED ON NYS MECH. CODE. SINGLE SWING • �I 4 H_ ALLWAY/ ALIGN WITH LOWER 1 5. PROVIDE PROPER TONNAGE TO ALLOW FOR COOLING WALK-IN WINDOW AT CHIMNEY k N OF ENTIRE GU. FT. CL. 4. INSTALL CONDENSER ON GONG. PAD n, 6 z n' XIS . EXIST. 0 W 4 1 z m CL. BEDROOM 5 �0 I � � 132 �z 6 NATURAL LIGHT 4 VENTILATION II 4 LINE OF (HABITABLE SPACE) ( - N DO MER ABOVE EXIST. G.J. FLOOR AREA 152 S.F. z m ® I6" O.G. 0 I :t % REQ. S.F. PROV. 0 z 201 LI6HTIN6;MIN. 5% to O OF FLOOR AREA 10.6 S.F. 11.2 S.F. z 0 VENTILATION;MIN. 5.3 S.F. 6.2 S.F. p=p Q PROVIDE ACCESS E�XtST`ATTI-JC 4% OF FLOOR AREA O INTO NEW ATTIC SPACE AGGES U Q tl' � /� EXIST. X N 0 EXIST. BATHROOM F_ HALLWAY O X� CNI �r in �n w N -IY 0 ® o PROJECT: a HALE x ADDITION wN EXIST. 595 ROGERS ROAD BEDROOM 2 SOUTHOLD, NY 11971 241 S.F. Ll x DRAWING TITLE: EXIST. in - PROPOSED SECOND FLOOR PLAN wN EXIST. EXIST. PAGE: 5'O"WX6"7"H D.H. 5'O"WX6'7"H D.H. A-103m01 EXIST. COVERED DATE: 08 12 22 ORGH / / 7 OF 11 0 5 10 20 t� LL.e t� I 5E00)�I D FLOOR PLAN GRAPHIC SCALE 1,264 S.F. HABITABLE SBAOE; 11264 S.F. OROSS AREA 50ALE: 1/4" = I'-O" Zn 4ts ` I (5ENE /-\L 5"%r��50L ENr : EXISTING TO BE DEMOLI5HED NEW PARTIAL HEIGHT ' CL WOOD FRAME (L.G. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) O NEW WOOD FRAME (L.G. NEW W FOUNDATION ALL � � I Lu W STL. WHEN APPLICABLE) J (� NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V a N WOOD FRAME (L.G. STL. ® POST FOR 4" WALL5 b� WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O POST FOR 6" WALL5), U.O.N. _ 0 NEV4 2-HP, FIRE RA WOOD FRAME (L.G.TSTDL. TRP. POST TO o N z o WHEN APPLICABLE) RIDGE CL •CD Lo — — — — — — — i 4"x3" ALUM. — — — — — — — — — — �4"XV ALUM. O 0 0 DOWNSPOUTJ DOWN5POUT '� 0 Ln (TYP) (rrP) Q c\jO Q c6 '1:12 PITCH '1:12 PITCH d Q MATCH EXIST. MATCH EXIST. W NEW VAO" R.R. J ® I6" O.G. x II II 70 U (UTTER(TYP) NE®VxIO.GR.R. .- II II (a) II II 4-J M A-A A-A — A-301I A-501 - - - - - - I 1) ALUM.6 r , GUTTER (TYP) V i T • — EXTEND WALL TO R.R. RIDGE Q /1 QARkLL CD vn1' 0 CD x N I '1:12 PITCH x '7:12 PITCH MATE ST. MATCH ST. I i II NEW 2"xV R.R. NEW 2"xV R.R. ® Ib" O.G. OACCESS UO T•1ERTMP PROVIDE I GUTTER HIGH ( J NEW ATTIC TO I POINT(TYP) I II DBL. P05T TO RIDGE 0 GUTTER HIGH POINT (T'(PJ NEW 2"x8" R.R. ® Ib" O.G. CONNECT TO III II II LOWER GUTTER 2:12 PI TCH NEW DORMER I II I 4"x3" ALUM. DOWNSPOUT I Z (TYP) '= 1:12 PITCH Z � I U Q cr EXIST. 2"xb" R.R. EXIST. 2"xb" R.R. ® 24" O.G. ® 24" O.G. W II II o PROJECT: II II HALE II II ADDITION I I II III 595 ROGERS ROAD I II SOUTHOLD, NY 11971 II III DRAWING TITLE: PROPOSED ROOF PLAN II II II a II II � II N I I -r:I� PITCH W -r:12�iT� i I PAGE: I IIA-104o0l. I EXIST. 2"xb" R.R. EXIST. 2"xb" R.R. ® 24" O.G. ® 24" O.G. DATE: 08/12/22 8 OF 11 II I II II L — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — 7^ 4, •`e �-•� ROOF PL `ft� GRAPHIC SCALE 1/4"-1'-0" '..�,•� e f SCALE: 114 I O ELEVATIONS NOTES CL OI HATCHED AREAS INDICATE NEW WORK (TYP) Q 0 ONEW ROOFING: LV I. SEE NOTE ® SECTION 2. NEW ROOFING, COLOR 6 STYLE BY 'GAF' (OR EQUAL) LJJ co (MIN 50 YR. WARRANTY) OPROVIDE CONGEALED FLASHING AT ALL ROOF c: Lr) INTERFACES. 0")Ow T- NEW SIDING -a O O4 SEE NOTE ® SECTION L z O 2 5 O 5 NEW A/C CONDENSER N\\ a cu i x O N O 4-O 0 Om -ZC9 4-J � � O N p c6 4 Q a: O - - W i 4-J ------------ U •- i it U i m it U c ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEC.'S. SEE PAGE "0-005" FOR NAILING STRAPPING DETAILS. n 1 "SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER" a. VJ WINDOW CHART i j EGRESS LIGHT VENT ROUGH OPENING WINDOW DIMENSION CLEAR _ OPENING PROV. PROV. 0 WIDTH HEIGHT WIDTH HEIGHT OPEN REOV: 5.? S.F. A (1) DOUBLE-HUNG TW30410 3'-2 �" 5'-O i" 3'-1 J" 5'-O i" 6.1'1 II.I"I (0.2 5 B (I) AWNING A251 2'-"1 2'-O X C (5) DOUBLE-HUNG TW24410 2'-6 5'-0 2'-5 j" 5'-0 J" �I. 8.28 4.14 SOU7HNE57 ELEVATION (FRONT) - --- -A D (2) DOUBLE-HUNG TW21040 2'-10 �" 5'-O �" 2'-IIg" 5'-O �" 5.81 �' 10.45 SCALE: I/4" = I'-O" -- r --J E (1) SPECIALTY GTN28 2'-10 �" �I I'-7 " 2'-a g" l F (I) GLIDING 5336 3'-O" 3'-6" - JF --J G RE(3) PICTU TWTI8 I'-9 ill 1'-q a" N Z O F" 0 Z O U W J m U Q ilu ei 2 a, LU 04 - 3 - -_- - PROJECT: HALE � � - �/0\� i 595 ROGERS ROAD A - SOUTHOLD, NY 11971 O O 0 DRAWING TITLE: i 4 - -- --- - ----- - - PROPOSED EXTERIOR ELEVATIONS S.F. PAGE: A-201001 - DATE: 08/12/22 9 OF 11 r SOUTHEAST ELEVATION (R I O HT SIDE) SCALE: 1/4" = I'-0" ELEVATIONS NOTES HATCHED AREAS INDICATE NEW WORK (TYPJ Q OI ONEW ROOFING: Lu I. SEE NOTE ® SECTION uj 2. NEW ROOFING, COLOR $ STYLE BY 'GAF' (OR EOVAL) J (B (MIN 50 YR. WARRANTY) Q +-' CV OPROVIDE CONGEALED FLASHING AT ALL ROOF ai Lf) INTERFACES. CONNECTION 'A' AS r- PER PAGE 0-003 c r- O ONEW SIDING NEW RIDGE MATCH EXIST HT. 4 SEE NOTE ® SECTION (2) 2"x8" HDR. UPPER RIDGE HEIGHT _---_ ---------------------_ z Cfl ELEV. +55.I' ---- --- -—-—-—-—-—-—-—-—-—-— p N z O O NEW A/C CONDENSER ELEV. +3�.6' _--------' In d' 2a� cu 2 2 RIDGE HEIGHT T 2 V I2 O X O N P O 4 O -� O — -- a I 7 p 'OFp p -c Opp �, C4 �+ +' Ln C N O � Q a O CATHEDRAL zl SECTION NOTES oo cEILIN6 ONEW ROOFING NOTE (TYPJ: I. INSTALL NEW ASPHALT ROOF SHINGLES i 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO NEW 2XIO DEL-- � z m SECOND FLOO I HEADER ABOVE 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS Q OVER ALL WINDOWS d 3.INSTALL 15 # BUILDING FELT N.O.NJ OVER v III DOORS 4.I/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) 1 '> Q f� �; BEDROOM +J 5. GAP SHINGLE OVER RIDGE A HIPS (AS REO'D) - �Y f 6.PROVIDE RIDGE VENT(AS REO D) 41U, C , _ T FLASH ALL VALLEYS - LL O $ I "0 S.INSTALL DRIP EDGE AS REO'D 3 ' L-J [ ' ) q. INSTALL ALL AS PER MANU. SPEG.'s rLI 4 dJ = -= r WW/ _ — - SECOND FLOOR FIN15H_____ 2X6 SILL "�'—J W TYPICAL ROOF b CEILING CONSTRUCTION: ELEV. ++22.q' PLATE O • NEWXIST. SECOND FLOOR FINISH ROOFING AS NOTED S.F.S•F• —/ ® WINDOWS. • — • I/2" GDX PLYW ELEV. +22.6 F.J. PER PLAN D 5HEATHING (BLOCKING ® ALL --- '---- '—' ---- + PLYWD SEAMS) ` • R.R.,G.J., d G.T. AS NOTED ON PLANS (® SPANS CONNECTI 'CI' S r- - U OVER 8' INSTALL "X" BRIDGING ® CENTER OF - _.- SPAN, U.O.N) PER PAGE 6-003 i - _ I _- - _ -- _ • MIN. OF R-401 5PRAY FOAM INSULATION NEW STUD TO I TYPICAL EXTERIOR WALL CONSTRUCTION (TYP.): 3 O FLOOR ASSEMBLY I � � •• UPON TYVEK HOUSE WRAP (OR EQUAL) FIRST FLOOR • UPON 1/2" GDX PLYWD. SHEATHING (BLOCKING ® ALL - EXIST. GREATAOL PLYWD SEAMS) ROOM LL • 2"xb" STUDS ® I6" O.G. w/DEL. TOP PLATE • 2" FOAM INSULATION W/R-II BATT INSULATION (R-25) • 5/8" GYPSUM BD. WALL FINISH -- � ---- I, NEW SIDING NOTE (TYP.): 4 cam I. INSTALL NEW 51MINO TO MATCH EXIST. EXIST, FIRST FLOOR FINISH _—_ O ELEV. 12.8 2."TYVEK" HOUSE WRAP (OR E0UAL) � 5.INSTALL ALL AS PER MANU. 5PEG.'s 4.PROVIDE ALL NECESSARY TRIM FOR o PROPER INSTALLATION o 5.51DING SHALL EXTEND TO TOP OF 6to AVERAGE GRADE FOUNDATION WALL ------------- --- ELEV. +11.0' CRANL51-ACE 5 NORTHEAST ELEVATION (REAR) SCALE: 1/4" = I'-0" SECTION A-A 50ALE: 1/4" = 1'-0" z 0 0 z o U W J_ 00 0 U Q - - - cv ii Ell 6 HALE ADDITION dJ I ' 595 ROGERS ROAD SOUTHOLD, NY 11971 DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS PAGE: A-202m0l DATE: 08/12/22 10 OF 11 O O _ _ 0 O O NORTHNEST ELEVA71 ON (LEFTS I E) SCALE: 1/4" = 1'-0" SITE PLAN HATCH KEY: PROPOSED 2ND STORY ADDITION Q cl Ld w O �— c0 Y. •c e 12 52q°Sq'20"� 55.00' 1!I x U cV \ I 0 Om -t — — — — - �- O , ++ Lo I c O�63 , v i ,,. � m :20 D r .t . Q) ' m 1 I 5p o SUBJECT PROPERTY i EXIST. ! - _-- BRICK O 0) I PATIO 0 GRADE ciw � O � GANTILE\/ERI LOCATION' MAP __ 6 10.4' 1 In 0.0V q nn�ll SCALE: NTS W I 4.410.5 ' FRO�E�— - _- - _ Q 5�0FE : FADE <EY • Q O PROJECT LOCATION & SCOPE — Q / O X IX O 1 . FROPOSED SECOND STORY ADDITION AT REAR OF EX I STI NS ONE SITE PLAN & ZONING DATA i1 o N tu I AND TWO STORY FRAME DVS ELL.I NC. w /o q ;I 0=002 .00 f GENERAL NOTES IL 1 51TE LAYOUT NOTES: 10.4 I. THI5 I5 AN ARCHITECT'S SITE PLAN 8 15 ENERGY TABLE 12- w _j SUBJECT TO VERIFICATION BY A LICENSED STRUCTURAL DESIGN CHARTS f='ROJEGT DATA : z ! SURVEYOR. THE INFORMATION - REPRESENTED ON THIS SITE PLAN IS TO THE - --- - -------- - o� m ARCHITECT'S BEST OF KNOWLEDGE. HOLDOWN, ANCHOR BOLT, EXIST. Q CHIM• 2. SURVEY INFORMATION WAS OBTAINED _ _. _. _. _ ___- _ _ STRAPPING, & NAILING DETAILS FROAND PAEPARED BY:DATED OGTOBER 16, 2018 R PROJECT / ZONING DATA - - FASTENING SCHEDULE t� - N ! N.Y. STATE LAND SURVEYOR = _ — EXIST.I � I r PEGONIG SURVEYORS, P.G. TAX MAP # 1000-66-2-43 AG O FRAMING GRAPHICS j LIG. #044t618 ZONING DISTRICT R-40 NG BEAM CONNECTION PATTERNS P.C.Ocl Box aoa N EX15T� f' 1230 TRAVELER STREET LOT AREA i 0.2 ACRES FIREBLOCKING DETAILS GE SOUTHOLD, NY Ila-11 GofO - ADDITION TO EXIST. f ul W / (651) -765-5020 ------ -' - - I - - _ __ Z106a4, a/22/Ia81.= PROPOSED DEMOLITION PLAN / 1 PATIO- ROOF ---- -_--- - - - - 1 , Z-31555, 05/26/2006 GofO DWELLING � ACCESSORY GofO - ALTERATIONS AND z AG a/03/2010 ja ! I` 5UNROOM ADDITION P - - - - ! / I FEMA FLOOD ZONE x EXISTING FOUNDATION FLOOR PLAN WETLANDS DISTRICT PROPOSED FIRST FLOOR PLAN W- — _-- - __---I -_- ---- _ -=-- - --- - 1 EXIST/ I 0 DEC DISTRICT N/A ==- - 11 - - -- W RIO_18_Oo 0�.®O PROPOSED SECOND FLOOR PLAN SUFFOLK COUNTY HD APPROVAL 4 BORM. o - ' - 4� - - PROPOSED ROOF PLAN ` BALGGNY (V — ' -I - ; LH O HABITABLE SPACE EX15TINO -I PROPOSED PROJECT: ___ _- -- _ -- _ - - ° _ 3 � BASEMENT AREA - _= O S.F. I O S.F. _ � _�®� .O® PROPOSED EXTERIOR ELEVATIONS HALE O U-u 7: I _ I FIRST FLOOR AREA 1248.8 1,248.8 S.F. } ! ADDITION S.F. � � q SECOND FLOOR AREA 718 S.F. � " 1,287 S.F. /W 4 ) TOTAL BEDROOM COUNT =4 - --""-- - - PROPOSED EXTERIOR ELEVATIONS -- -- -- -- - ' - - - -- - l PROPOSED SECTION 595 ROGERS ROAD - - -- -- -- - - mLOT coVERAOE , ( SOUTHOLD, NY 11971 LOT _ .®� DWV WATER SUPPLY RISER DESCRIPTION (FOOTPRINT) AREA 'l coVERAOE DRAWING-TITLE: --------- - - GAS RISER - _ Ii i TOTAL LOT AREA 8,250.0 S.F. PROJECT LOCATION & SCOPE 16.00' 10 f EXISTING DWELLING 1,248.8 S.F. 1s.1s� - - - -- - -- -"- SITE PLAN & ZONING DATA EXISTING COVERED PORCH 1a5.0 S.F. 2.�4% q � N2g:°� `20"W 55.00' - \ EXISTING GARAGE 210.1 S.F. 2.5% S.F..TOTAL AREA OF ALL STRUCTURES 1653a N J,� 20.0516 PAGE:I "MAXIMUM LOT COVERASE ALLOWED - 20% 0 0 J00'. (im, Ow" �I REQUIRED SETBACKS - MAIN BUILDING ROD REQUIRED EXIST. PROPOSED COMPLIES DATE: 08/12/22 1 OF 12 S I PLAN - - - FRONT YARD -- 35 O'- -- 30.5' 30.5' NO 11 SCALE: I" = 15'-0" SIDE YARD -10_O' 10.4' 10.4' YES _____] BOTH 51 DE YARDS 25.0 34.8 34.5 YES G ...,. A NOTE: I' I. FLOOD MAP DATA FROM FEMA REAR YARD 1 35.0 46.4 46.4 1� I YES �j• ,/"'\',;`f `' ''�::,^°',• ''t'. MAP DATE O I/25/200a FLOOD ZONE X k ' U ti Q:,�. ' 2. SITE PROTECTION SILT FENCING TO BE _ �� �,.,_.� I P-7 17 7D I A/�A INSTALLED AS REQUIRED BY SOUTHOLD (� ';_ {I 1, C. 0 TOWN. �'1 3. SURFACE WATERS AND WETLANDS ARE 1 '. N LOCATED WITHIN 300 OF THE PROPERTY. SEP 01 4. ELEVATIONS REFERENCE NAVDBB r�JILOlP!%Dv��is -- - --- --- -- - NOTES SFl7-G I F I GAT I ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY A55RE Y (AT I O I�lS a- IT IS THE CONTRACTORS RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDER I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 d BETTER (Fb = 8-I5) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT -- - ----- -=-__------ -- ___----__ _ _---___ - _"_ - --_-_ --_ ,_- __. _ _____- ._,_„-_-_ ___ __ Q OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE BD. ��BOARD [INSUL. ]INSULATION I TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUB-GONTRAGTORS IN SUCH A MANNER To ASSURE THAT THE CONDITIONS OF __ --_-_ - - ---- SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK - -- -- - ---_ 2. ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE I BASE FLOOD ELEVATION I INT. I INTERIOR Ld 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR -_ _.------- _ _----_- -_ - _ ---- - _ - - GREATER STRUCTURAL SAFETY OR DURABILITY,SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED 501L BLDG. ll BUILDING - - - -- - � - - - I1 -j GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WIH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT - - _ _ I KIPS (1000 LB5) -� I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL 5EAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLE55 (1) 2"xb" �� _ APPLICABLE BUILDING DEPARTMENT. (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (U TON/SQ. FT., U.O.N. CBM ��BEAM - - _ - - - - �LMANU. SPEG.'s 11 MANUFACTURER'S SPEGIFIGATIONS-- - i�', � (V IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS Lo 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE, UNLESS B.O. [BOTTOM OF - �i MAX.- -- -�i MAXIMUM - 11 . 4. AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HANGERS BY "TECO" OR OTHERWISE NOTED _ STRUCTURE/SALL ITE SHALL BE FIELD VERIFIED NS, CONDITIONS, AND IABY GENERAL CONTRACTOR BLE INFORMATION OF TING IBOT -- -LBOTTOM - MEGH. I M MECHANICAL -_ -- � � O PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS,U.O.N. B.O.W. BOTTOM OF -- _" =II O EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES FLOORS, ROOFS, AND HALLUBLE S. AND TRIMMERS AROUND ALL OPENINGS IN PANELS, 51CATED HOOD AU CONFORM TOT HE APPLICABLERSTTAANDAARDS OR ORADNGARD, AND L b. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS _ _ WP`I-�- - _ MIN. MINIMUM - _ • O AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN 1.1 THROUGH I.B. UNTIL 151 TIER OF FRAMING 15 IN PLACE. - - �1 _- ------ __ -------- -- --_--- --- O C T- T- U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, -1. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. ._ s- �- OF THE OWNER/BUILDER COL. _ � COLUMN NYC BC I NEW YORK CITY BUILDING CODE o- INGLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED -- ___ ---- __ �_ N 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 8. ALL OPENINGS FOR BEAM POCKETS,UTILITIES, ETC. TO BE FILLED ` - - -"" - - - - _ - X 0 5. ANY OMISSIONS OR DISGREPANGIH'I OF PLANS AND/ORBEFORE JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. CONT. - CONTINUOUS 1i O.G. ]�ON CENTER c o U SHALL BE CLARIFIED WITH THE ARGHITEGT/ENGINEER BEFORE PROCEEDING --- - --- - ---- --__-__ --_ - ---__- -- --_--- _- _ -__-- -- ---- --- ----- ___ C t v- 8. MIN. HEADER TO BE (2) 2"xi0" UNLE55 OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE 1 0 m .+� WITH THE WORK. GRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE G-003. DBL. - DOUBLE )�OCG. ��GCUPANCY 9. ALL WOOD SILLS AND WOOD IN CONTACT WIH MASONRY/CONCRETE TO BE INSIGNIA OF HE GRADING AGENCY WHICH COMPLIES WITH THE -- --- 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-99. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION N O UNLESS APPROVED BY THE ARGHITECT/ENGINEER. l - - ----- _ -__ - - -- --_--- �__ - --- --=----][PRELIMINARY -- - -- C DAYS OF 4,000 P.S.I.,U.O.N. - - - - ------ --- 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. DIMENSION [P. GONG. 117OURED CONCRETE C) 0- , O ?. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS _ _ - -- �:=- -- -- ---- J` Q) ON PAGE G-003. GENERALLY, SHEATHING IS OF I/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTG A 190.1 STRUCTURAL GLUED LAMINATED II. GONG. SLABS TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH --- -" - _-_ - --_- -- --- ---- - BEFORE THE START OF FRAMING ROOF AND IS OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER D.J. DECK JOISTS PL. PLATE FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WEN -- ----- - -- - - --- - I--- � - - -- - - -- - - - __ _ b. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. Elk- EACH PLYWD. PLYWOOD WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM D5055 -- -_ -_ _ - Jf= ----------_ --"-==1,� == ___------- _-_-_.___� a 9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE II. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPEGIFIGATION FOR ESTABLISHING AND MONITORING 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - ELEV. I ELEVATION ,P.T. 'PRESSURE TREATED --_-- __ --- ------ -- _- ----'- - - - _- - -- -- CTURAL PACITIES OF ABRICATED -JOISTS, THIS 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECT'ONS, APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PAGE 0-003 AND GLUED,U.O.N. DOCUMENT, THE AGOVERNING BUILDING CODE AND ANY(ADDITIONAL (I) WALL TIE PER (3) SQ. FT. EQUIP. --��QUIPMENT - �i REQ D REQUIRED ! -- CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL --- * - APPROVED EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, --- - _�` - _ --- -- -- J-- - - - --- - _ 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-O' O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EXIST. - ; EXISTING RI - - J!i RISER - - - -- - - 1 r 1 -- - l `J AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD HALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (I) COAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. I EXT. EXTERIOR - - �;RM. �',ROOM PERMISSION FROM HE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH GRADE. - - - --- - F -- -II - -_ - Q) m ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF FRESH AIR INTAKE R.R. JI ROOF RAFTER 12. HE ARCHITECT FOR D NOT RETAINED FOR SUPERVISION OF HE WORK AND IS 14. PROVIDE 'X' CROSS BRACING AT JOISTS, STUDS,AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOGUMEN, THE 16. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES --- - - F.A.I. --- --- - __ RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED &'-O" AND AT EVERY 8'-O". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING,UNLESS APPROVED BY ARCHITEOVENGINEER. NO 1 FAR li FLOOR AREA RATIO STL. STEEL --- - - -- _ -� - -_ --- I 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. - -- - - _- ---- 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE I F.A.V. FRESH AIR VENT 11�S.V. SMART VENT '� - --- - -------------- --_ -JI --_ � -- --_-- --- ---- - --- ---__ -- --� AT G-003. L5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U51NG PREFABRICATED 1-7. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY ----- -- 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY CLEANALL WOOD T7ZU55E5 SHALL MEET THE PROVISIONS OF THI5 DOCUMENT,THE ARCHITECT/ENGINEER. FF FINISHED FLOOR I TBD j[TO BE DETERMINED i TIES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL -- -- 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS - - _-- �- RUBBISH, WASTE MATERIALS, Tools, ETC., GLEAN GLAss AND LEAVE WORK I FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLA55 NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE I8. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND U ; BROOM GLEAN. I;-- --- - -- -- - - -._.- - - -_- -___-- - -- -��__-- --__ - ------ ---- - ---_ CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, WHERE EVER APPLICABLE. - - --- -- 1� PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES G-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. i F.J. FLOOR JOISTS THK. THICK 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 19. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A - ------- _ - - - - - _-- - -- ]�-- - -- _- - _- - -__ LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES ' FOUND. 'I,FOUNDATION ll T.O.W. I TOP OF WALL AND ORDINANCES. 18. AT "WET WALL' PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GODS. L6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. ID" DEEP PROJECTING b" ON EACH SIDE OF THE FOUNDATION WALL. ---- GENERALLY,SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 036 SPEGIFIGATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4 THICK - - - 16. HE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A Ib" SPAN. WALLBOARD, ASTM Gal SPECIFICATION FOR GYPSUM LATH, OR ASTM C-79 CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. FRGE FLOOD RESISTANT CONS----- ON ELENATION Tr TREAD V J THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR GYPSUM SHEATHING BOARD. - - -_--- �� �� I - - - -- 20. FOR FR. RAM COMPLETION OF PROJECT. AS PER PAGE 6-003.T PROVIDE ALL APPLICABLE NAILING AND STRAPPING I.'1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID �NSOUND CONDITION WITH AN EXIST.FOUNDATIONS ARE OREMTO BE VERIFIED 8 FRAME - �[TY-- ,7PIGAL (7 1 _ __ -- - W I'/. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, EEP I FRPR I FIREPROOF - - - - U.C.N.�[ -- - �CNLESS OTHERWISE--NOTED---- - - --- J ET THE HA ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. P.T. SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANS%AHA PROVISIONS ARDBOARD SIDING135.4 BASIC HARDBOARD OF - _____ AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS,FIELD ,I, FTC. I FOOTING --] VERT. �[VERTICAL ] I TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.8 STRUCTURAL PANELS: GLASS WINDOWS AND DOORS --- -_--- - ::� RK PROVIDED THAT ANY SUCH CLAIM DAMAGE L055 OR EXPENSE (A) ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD I. ALL GLASS TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. I GYP. BD. i GYPSUM BOARD I.F.V. VERIFY IN FIELD THE WO PR ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, I.W. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL �� J� �'i IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO 1 INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR IS TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE 2. GLASS DOORS AND WINDOI^lS SHALL NOT BE INSTALLED UNTIL PROPER H.D. ; HOLD DOWN - =�/ WITH MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD 1 (P5 1) CONSTRUCTION AND CLEARANCES ARE PROVIDED. - - - ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (B) 15 CASED IN j WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF GOMMERGE VOLUNTARY Ili HDR - - -�I}-TEARER- -- - f WD. - WOODi < CONTRACTOR ANY SUBCONTRACTOR: ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT WOOD-BASED STRU�GTURAL2USE PANELS, APPLIGABLE) PERFORMANCE RGODE WIHLN IS'IOF�INISHED FLOOR SHALL( BE OF INSULATED TEMPERED GLASS,ANY GLASS UNIT 11'HNGR II --r- - -` _ -- - _ _ - - --!I ----- - ----- EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY HANGER ZR ZONING RESOLUTION BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A il'_-- - ---- -- - 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF HE FOLLOWING: EVALUATION REPORTS. UNLESS OTHERWISE NOTED. � - HORIZONTAL _ _��- PARTY INDEMNIFIED HEREUNDER. A. TRUSS JOIST MGMILLIAN 1.9E MIGROLAM HOR. - - II _ _ B. GEORGIA PACIFIC 2.OE G-P LAM Lb.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WIH -- - - - - - - - -- 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET MANUFACTURER'S SPECIFICATIONS. BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING A. TRUSS JOIST MGMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY ___ -- ' OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEC.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT 5. ALL WINDOWS To BE CAULKED AND SEALED AS PER NEW YORK STATE STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR ENERGY CONSERVATION CONSTRUCTION CODE. I I I I I� I I �'"� /� I I /'� ( �( I�� TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWING5, 5PEGIFIGATIONS, l� I �l I�{ I A I Nl Off( I" I I N4 APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WIH HE WOOD APPLICABLE CODE EVALUATION REPORTS. AND APPLICABLE SPECIFICATIONS WI NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, b. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR AUTHORIZATION OF THE ARGHITEGT/E=NGINEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.&.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. -" - I -__ CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A20&.1 AND ANY l 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN HE MANUFACTURERS CODE 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL PROPOSED DESIGN CODE PRESCRIPTIVE \FLUE � NEEDED, UNLESS OHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. COMPONENT I GOMPL I ES PERTAINING ARE TO BE FIELD VERIFIED. NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE VALUE G I T TI ON (PER 2020 NYSEGGG) OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF HE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 8. ALL GLA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS I RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN51/AHA AI94.1 CELLULOSIC SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. ------ _- ------_- - _ __ 1 -� 20. CONTRACTOR TO REMOVE 8 RELOCATE AS REQUIRED ALL EXISTING WORK - -- ---- ----- -----_-_--- ----- - --- -- - - - --_ --- WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0208 STANDARD SPECIFICATION FOR 1 IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. 9. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH MAX. U-VALUE = 0.52 U-VALUE = 0.25 !' I 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE FENESTRATION U-VALUE AIR LEAKAGE = 0.30 GFM/SF MAX. AIR LEAKAGE = 0.50 GFM/SF 11 YES SPECIFICATIONS, UNLE55 NOTED OTHERWI5E. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. - _-- - --- -- -_-_- _ _ ___ __ 1.9.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH PER R402.4.3 b TABLE R402.1.4 - CLIMATE ZONE 4 THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE _-___ - 22. PROVIDE FIREBLOGKING AS PER. NEW YORK ACCESSIBILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I CHARAr-TERISTIr-5 ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL ROUGH OPENING, U-FACTOR, LIGHT AREA,VENT AREA, AND EGRESS CEILING R.-VALUE I,R-4-1 FOAM INSULATION MIN. R-VALUE = 49 T HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE AGAINST ANY REQUIREMENTS ARE . PER TABLE R402.1.2 - CLIMATE ZONE 4 YES UNAUTHORIZED USE UNDER FEDER.AL25. PLEASE NOTE THAT THESE `LAN BY THE ARCDHITECTURAL WORKS OF THE HOLE SHALL NOT BE CLOSER THANIN T/& SAE GROGE OF THE STUD. REQUIREMENTS AS SET FORTH IN APPLICABLE GORE EVALUATION 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAY H REPORTS. =__ __ NOTCHES AND HOLES SHALL NOT OCCURHE CROSS-SECTION. 5 SHALL BE COPYRIGHT PROTECTION ACT OF 1990 (AWCPA), WHICH HAS SEVERE PENALTIES. TEMPERED GLASS. I EXTERIOR (2"xb") WOOD i R-14 FOAM INSULATION W/ R-11 1�MIN. R-VALUE = 20 (CAVITY) 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. HE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.•T. FRAME WALL R-VALUE GATT iI PER TABLE R402.L2 - CLIMATE ZONE 4 YES GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, II. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. li---- -- _ - -_--_---- _ _ __ ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL NOTES, AND TABLES ON PAGE 0-003 6 0-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN51/ASME B 0.2.1 SQUARE AND GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE COMPLIANCE STATEMENT: N CONSTRUCTION;SSTD 10-99 AND 2015 SBG HIGH WIND EDITION WOOD FRAME SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). MISSILE TEST OF A5TM EI996 AND ASTM E1886 AS MODIFIED BY 2020 NYS BC TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPEGIFIGATIONS ARE IN Z CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING SECTION 501.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET w I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION GONSTRUGTION GODS USING CHAPTER 4 [RE]. SCHEDULE). HOEDOWNS OPERATE IN CONJUNCTION WIT THE PERFORATED 2.2.2. LAG SCREWS: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. SPEC.'S). ANSI/DASMA 115. 0 , I ASME BI8.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). I HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. U � 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 12. AS AN ALTERNATIVE TO NOTE#11 ABOVE, WOOD STRUCTURAL PANELS WITH - ! --- -- ----I--- -_ -------- INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL 2.2.5. TRUSS METAL CONNECTOR PLATES: TRU55 METAL CONNECTOR PLATES BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2(o. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN A THICKNESS OF NOT LE55 THAN a" AND A SPAN OF NOT MORE THAN O' SHALL � I WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND it TREATED WOOD 8 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREENT5 ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE - -1 - -- - 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED WALL w/STEEL SHIMS 8 A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS I DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORRO5ION IN COASTAL SECURE w/(2) 1/2" (P ANCHOR BOLTS (4" LONG EXPANSION BOLTS 6 PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE �<o- , AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. EXIST. WALLS 8 12" LONG HOOKED BOLTS s NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" GAGE ARE SPECIFIED, MINIMUM A5TM A653, STRUCTURAL QUALITY, CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED - - -- - - - - -- ---- - -- __- - 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL L- � � WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL ON THE BUILDING. Iii l� 1 SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE TABLE R�OI• I PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUD5, HEADER STUDS HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY ill CLIMATIC GEOGRAPHIC DESIGN CRITERIA AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S I CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWv) ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS i( --.___ --_-_ - ____----- - - .__ -------- PROJECT: IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ PLUMBING il, _ GROUND SNOW LOAD 25 LBS 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) 8 ANCHOR BOLTS, ----- I RAFTERS EXCEPT WHERE COLLAR TIES OF I x6' OR 2 x4' LUMBER IS w/b" RISE d w/(2) 3/a"� BOLTS THROUGH CENTER LINE OF VERTICAL LEGS GOD EVALUATION REPORTS. ALLOWABLE i ,--:---I-- --_- 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR DF OPPOSING U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Ya BENT PLATE 8" LONG SYSTEMS TO NYS PLUMBING CODE AND NYS DEC REGULATIONS. �A�� SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. ' 5TRUGTURAL MEMBER BASIC WIND SPEED 150 MPH A LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF SET 6" D15T., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE G-003. 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. - RAFTERS. -_---- ------ -- ---- -DEFLECTION �, I ADDITION 2.2.6.SHA L MEETTHE: READDITIONAL REQUIREMENTS E SET FORHUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AINDTHE APLES ---- ---- ------ L/I80 - -- ---- ---------I __ __ -_-_- b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER SEARING. AND AT BASE OF VERTICAL WASTE PIPES. EXPOSURE CATEGORY 8 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION AND MANUFACTURER'S CODE EVALUATION REPORTS. W/ NO FINISHED CEILING ATTACHED TO RAFTERS '1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY SHALL MEET THE REQUIREMENTS OF THE GOVERNING $UILD G GOD 4. USE 4" CAST IRON THROI.GH FOUNDATION WALL AND PITCHED AT I/8" PER RAFTERS HAVING SLOPES GREATER THEN 3/12 - SEISMIC DESIGN CATEGORY B ------ -.-- --- -- ------ ---- I6' WITHIN 4' OF EXTERIOR CORNERS. ASPHALT ROOFING SHINGLES INTERIOR WALLS d PARTITIONS H/I80 - G c C c /� &. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED SHINGLES OR APPROVED EQUAL. i' _ 595 ROGERS ROAD I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLA55-A ASPHALT ROOFING 2.2.-I. SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASME B I8.6.1 FOOT. _ - WEATHERING SEVERE WOODSGREWS (INCH SERIES). 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A IMIN. BOLT DIAMETER DISH WASHER.......................................2" III FLOORS B PLASTERED CEILINGS ! L/360 OF g" AND 3'x5NI" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLE55 OTHERWISE KITCHEN SINK......................................2" -____- -___-_ _____-____ _ -_-_- _--____-_ _-_--_--_---_I FROST LINE DEPTH 3'-O" SOUTHOLD, NY 11971 PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE - LAVATORY...............................................2" - - ALL OTHER 5TRUGTURAL EMBERS L/240 TERMITE MODERATE TO HEAVY BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF �" IN CONCRETE/MASONRY AND WATER BARRIER FROM EDGE OF HEAVE TO 24" INSIDE EXTERIOR WALL MECHANICAL CONNECTIONS: _ SHOWER/TUB:..::......:...........................2" , -- -- - FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12' OR CORNERS LINE. d 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. TOILET..... 3' - LAUNDRY ........... - S - - - - DRAWING TITLE: __ SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. - H/360 ICE BARRIER REQUIRED YES - -- - I- AND AT SPACING NOT EXCEEDING 4' ON CENTER. GONSTRUGTION5. PROVIDE ASHING NECESSARY FOR WATER TIGHT AND WEAHERPROOF I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON' MAY BE FLOOR DRAIN......... ... . ..... .......3' 1,EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH I - - �! GENERAL NOTES �EXTERIOR HALLS - HIND LOADS V41 FINISHES 1 EXTERIOR WALLS - WIND LOADS W/ BLEXIB�E FINISHES L/240 -- -- -- - -- 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED b. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" ENERGY TABLE SPECIFICATIONS. - -- - F IS -- - --- - L/12o STRUCTURAL DESIGN CHARTS I. ALL NEW WORK PERFORMED SHALT_ CONFORM TO THE 2020 NEW YORK CODES AND REFERENCE STANDARD: 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S BY "SIMPSON" MANUFACTURER. THROUGH ROOF. STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES 1. PROVIDE FROST-PROOF HOSE BIBS WITH EA51LY ACCESSIBLE DRAIN $ -.-_-_ . _ __ _-_ --_ NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK 5. NAILING OF ROOFING SHALL BE TO CODE. INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL DRAIN COCKS AS REQ'D. HOSE BIBS SHALL BE PROVIDED WITH BAGKFLOW STATE ENERGY CONSERVATION CONSTRUCTION CODE. LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY PROTECTION. F----- - 2. REFERENCE STANDARD USED FOR: ALL WOOD FRAMING, CONNECTIONS OF b. CORROSION RESISTANT II GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY "SIMPSON" I PERMITTED WIH BACK F�OW PROTECT ON M CLOTHES HERS AND LAUNDRY TUBS ARE TO BE PROVIDED ! 5TRUGTURAL DES(CAN LOADS PAGE: WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED ----] CONSTRUCTION MANUAL BY THE AMERIGAN FOREST -$ PAPER ASSOCIATION 7• PROVIDE (2) LAYERS OF IS# ASPHALT BUILDING FELT UNDERLAYMENT FOR i (AFBPA) AMERIGAN WOOD COUNCIL (AWG)• 2:12 PITCHES TO 4:12 PITCHES 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER 9. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCALE-- - -- -_---- - -i - MANUFAGTUR:ER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. HEALTH DEPARTMENT STANDARDS AND REGULATIONS. USE LIVE LOAD , DEAD LOAD0 In 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE HE RESISTANCE OF --- - __-_- - _______ __ _____ _ ______ _ { - --- - -- - ---- - I ---- PLUMBING CODE. 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR oor V, 92 ■ THE SEALANT TO UPLIFT FORGES USING ASTM D 6381. b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT A5 PER MANUFACTURER 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE 0 113 SPECIFICATIONS OF THE PRODUCT BEING INSTALLED TO CONGEALMENT OF PLUMBING. EXTERIOR BALCONIES - 40 psf 15 psf MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. '1. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY II. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. DECKS 40 psf 15 psf ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC ARCHITECT NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED _____ ___ _-------_ - - ---- 5. DA.[E: �8 12 ,Z2 NOR ANY POTENTIAL DAMAGE THEREOF. / / 2 OF 12 CODE, NFPA l0 AND 2020 NEW YORK STATE ENERGY CONSERVATION GYPSUM WALL BOARD 5. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM PASSANGER VEHICLE GARAGES 50 psf AS PER PLAN GONSTRUGTION CODE. I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED -- --- - - - ---- --- COMPOUND METHOD. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. ELECTRICAL: ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42") 10 psf 15 psf 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM __ 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLESS TO 201� NATIONAL ELECTRIC CODE, NFPA 70 AND 2020 NEW YORK STATE - MEGHANIGAL. FUEL GAS: OTHERWISE NOTED. WATER RESISTANT (W.R.) AT BATHROOMS AND WHERE ENERGY CONSERVATION CONSTRUCTION CODE. ATTICS WITH STORAGE (MAX CLEAR HOT > 42") II 20 psf 15 psf _ DEEMED APPLICABLE. I. MECHANICAL AND FUEL GAS SYSTEMS SHALL COMPLY w/THE jI, �TD/.I NYS MECHANICAL CODE AND FUEL OAS CODE 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON t�.�-�`� °+. 3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS INSULATION COMPLETION OF WORK. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf , •^NYC'- - { ��I (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET 1. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED Ii - - - --- �,�f 7 `m .� IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUCING FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA -12: SLEEPING ROOMS I 30 psf 15 psf 4,E,r}�`o �..,'r �I.;`4, �.N EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL FOIL TO BE PLACED TOWARD WARM SIDE. - GENERALLY,VERIFY OR PROVIDE HARD WIRED -11- � 14"a r." ,.I CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. SMOKE DETECTORS w/BATTERY BACK-UP IN: STAIRS 40 psf 15 -psf Rz ,;.. , .,I,'' L? i,)2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION __ I p__ - �1,1!,,A,- .. , 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE WALLS FROM b" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY A. EACH SLEEPING ROOM p __ ;� II CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE GUARDRAILS AND HANDRAILS 200 sf IS sf rt ,7;_�'!li!.� TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS p p G• ,,*,J;'; y7', r ; FOUNDATION WATERPROOFING. B. OUTSIDE OF EACH SEPARATE SLEEPING -- - -- - - -- ' .A �_ ' .` �\ TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. , c� AREA IN THE IMMEDIATE VICINITY OF "5�?, 0`74�� ,ti} ,{ 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND 3. GENERALLY,UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: THE BEDROOMS (GENERALLY THE HALLWAY) ' 12 psf FOR ATTIC „A-tt.� ALL OPENINGS. - 9" R-30 FOR FLAT CEILINGS ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf FOR GATE+. I op r� - 5.25" R-300 FOR VAULTED AND CATHEDRAL CEILINGS C. EVERY LEVEL OF DWELLING 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE G-003. - 3.5" R-13 FOR 2 WA LL ALL CONSTRUCTION (BASMENT, FIRST FLOOR, 8 SECOND FLOOR, ETC.) - B - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION "ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH - 5.25" R-21 FOR FLOORS A50E -7-I6 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) T"'F I SAL NA I L I NO/STRAFF I NO REOU I RE1�ENTS FOR --_ --_ -- HOL.DOWN DETAILS --- - - - FASTENING SCHEDULE A -- - -- = Q ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s; MANUFACTURER UAL. I FT/ SHEAR/ I$ LATERAL. W I I D RESI STAN�E NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS p SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-005 FOR STRAPPING AND NAILING REQUIREMENTS, W AND ROUGH OPENING FRAMING REQUIREMENTS) W "ALL STRAPPING TO BE V4"x 20 GAUGE** -- 'SIMPSON" EQUIVALENT - 0520 (COILED STRAP) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE J v *USE IOd NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER ANC 20I8 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) - N L --- _ Q FASTENER SPEC. FASTENER •C NA I L_ I N� C R I D -_--- - -- - - _ --- _ -_- HOLDOWN 'A' HOEDOWN 'B' CONNECTION A DESCRIPTION AND QUANTITY SPACING p FOR NEW d EXIST. ROOF GE I L I NG FRAMING • 0 FOUNDATIONS � ^, II .- � N �- ____ I.DIM's ARE ALL MIN.�'s BASED ON USE OF ONLY A Ibd �` - -- -- -- � L • ENDWALL ENDWALL 1 - - -- -- - - - - - - - --- _ _ Ln Z C}" COMMON NAIL w/o PREBORED HOLES. (3) 2x FULL ry 2- i! RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 j PER RAFTER ' _ �- (3) 2x FULL CORNER STUD AT RAFTER TO RIDGE 2.WOOD IS ASSUMED TO BE DF,+►2 d BTR. IN DRY USE I 0- •p N HEIGHT STUD HEIGHT STUD NNEGTED TO R•R• 21, iv SERVICE -- -- -- " -- x CORNER STUC CONNECTION: CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 0-003 PER JOIST � � O V TRANSFER SHEAR � � CD NNEGTED 70 �- I 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL f TRANSFER SHEAR �, �ry -_ (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL CEILING JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE 6-005 EACH LAP 0 O I 2-Ibd COMMON HOEDOWN ANCHOR ® 2-Ibd COMMONNOIR STRAP ES EA. END OF STRAP. OMMON ' : • : : HOLES,SET NEW MEMBER. - — ----- -r-+ N -r-+ • SIMPSON" HDQB _ • • • ON PLANS CORNER" O.C. IF BLOCKED FOR ROOF SLOPES UNDER 5:12 WITH ? • • 5.SEE SECTION b FOR ANY REQ'T TO CLINCH THE NAILS(TO CEILING JOIST LAPS OVER PARTITIONS (PAGE-NAIL) q-Ibd COMMON EACH LAP C O O c� .. GORNERIFP BNAILS a 6" LOCKED G.J G.TIES • • TIGHTLY BOND THE END OF THE NAIL TO A q0°ANGLE 5 -- - - - - -- C O LOCATIONS NOTED NAILS ® O.C. 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED �' ROOF SPANS OF 24 OR GREATER, '` GRAPHIC BELOW) ;I COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 6-003 PER TIE -- -- --USE 4 8 d COMMON NAILS ® - _ -- "SIMPSON" HDQB n HOLDOWN ANCHOR® '�=' = �! EA. END OF STRAP FOR ROOF b.DIMENSIONS ARE DERIVED FROM THE NOS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-Bd COMMON EACH END ON PLANS // - - ° SLOPES OF 5:12 AND GREATER. SECTION 12.4-PLACEMENT OF NAILS tSPIKES dTABLE - - LOCATIONS NOTED ,'",�� ° a --- ° RIM BOARD TO RAFTER (END-NAIL) 2-Ibd COMMON EACH END CONNECTION BI a B2 -_- ---__ -_=_ --__" _ - ---, --- ------ I- d AT RAFTER TO TOP PLATE TO STUD --- WALL FRAMING HOEDOWN INSTALLATION OPTIONS: �� !I _- - -- - _-_- -____--, -_-_ - -------- - - -- --- U CONNECTION: j TOP PLATE TO TOP PLATE (FACE-NAIL) 2-Ibd COMMON ' PER FOOT FOR NEW P. GONG. FOUNO.'s FOR STRAP - 3 8 d COMMON NAILS a m HOEDOWN CAST IN PLACE w/T/8"m THREADED ROD • TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-Ibd COMMON JOISTS - EA. 5 1 D E n l W • • EA. END OF STRAP: WHEN IN TOWN OF ISLIP OR NAILING FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.'s • • SEE • • j 7/8"m THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO NOTE I I, GEOMETRY EXCEEDS THAT PERMITTED IN -- - MAX. NAILING GRID ABOVE UTILIZE • STUD TO STUD (FACE-NAIL) 2-I6d COMMON i 24" O.G. • — CONCRETE w/ 'SIMPSON" SET (HIGH STRENGTH EPDXY - - �j I -- _ - - ----_ -- --- ------ -- ADHESIVE), dFOR TEMP.'S O°F-40°F USE "SIMPSON" AT t SIMPSON# H2O (OR EQUAL) RAFTER TIE (HIGH STRENGTH ACRYLIC ADHESIVE) s HEADER TO HEADER (FACE-NAIL) I Ibd COMMON 16' O.G. ALONG EDGES j FOR TOENAILINS - 5 8 d COMMON NAILS - --- FOR EXIST. /NEW G.M.U. (GONG. BLOCK) USESAME : TOP or BOTTOM PLATE TO STUD (END-NAIL) ! 2-I6d COMMON PER STUD FILL TOP 2 COURSES SOLID I$ CAST IN PLACE HOLDOWN CONNECTION FOR G.J. TO R.R. - Q 16 d COMMON NAILS w//b"4) THREADED ROD • B0770M PLATE TO--- D - -i --- - --- RAQu1Dr G�oE FOR EA. PLATE TO STUD ABOVE d OR BELOW AT G.J. TO G.J. CONNECTION: EN JO15T,, or BLOCK NG FLOOR JOIST, JOIST, 2-I6d COMMON I2 PER FOOT RAISED G.J.'s(WHEN -- --- --- - — - - --- - HOLDOWN 'C' HOLDOWN 'D' _ _16_d COMMON NAILS FOR G.J. TO G.J. - q 16 d COMMON NAILSF FLOOR FRAMING ----- ------- -- --- --- FOR NEW d EXIST. '- FOUNDATIONS FOR NEWLY POURED CONNECTION GI G2 • JOIST TO SILL, TOP PLATE or 61RDER (TOE-NAIL) 4-Sd COMMON PER JOIST n FOUNDATION ® ONE STORY ONLY - (I 2x FULL ENDWALL BRIDGINO TO JOIST (TOE-NAIL) 2-6d COMMON EACH END HEIGHT STUD r CORNER STUD - -- - --� - - ! CONNECTED TO BLOCKING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END AT STUD TO FLOOR ASSEMBLY I .' TRANSFER SHEAR ° BLOGKIN6 TO SILL or 3-Ibd COMMON EACH BLOCK (3) 2x FULL • G2 TO STUD CONNECTION: TOP PLATE (TOE-NAIL) SIMPSON' HDQB ,- HEIGHT STUD - - - - - HOEDOWN ANCHOR® � 2-I6d COMMON • � - ------- -- ---- -- LOCATIONS NOTED NAILS ® 6" O.G. B _ _ ON PLANS 10" O.G. IF BLOCKED CORNER POST I I FOR STRAP - 3 8 d COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST -- ° (I J J JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-Sd COMMON PER JOIST t ^, " I I FOR EA. PLATE TO STUD ABOVE ff OR 2-I6d Ca MON I BELOW - 2 I6 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST NAILS ® 6" 0.�. ° BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON PER FOOT y ' ROOF SHEATHINO I i STRUCTURAL PANELS: SOLID INTERIOR ZONE s ad COMMON 6" EDGE / 12" FIELD "51MPSON" STfiD14RJ CONNECTION DI D2 BLOCKING PERIMETER EDGE ZONE ad COMMON 6 EDGE /b" FIELD GABLE ENDWALL RAKE OR RAKE TRUSS w/ ad COMMON 4" O.G.HOEDOWN INSTALLATION OPTIONS: � ��! j �/ ® EA.BAY I FOR HOLDOW OCAS ON PLACE w/"1/8"d+ THREADED ROD ( - UP TO 9" RAKE OVERHANG /- AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NG SHEATHING WD'I THREADED ROD (PRE-DRILLED) EMBEDDED 12' INTO �— x • • PLATE(S) CONNECTION: --- FOR EXIST. P. GONG. OR NEWLY CURBED FOUNO.'s CONCRETE w/ 'SIMPSON" SET (HIGH STRENGTH EPDXY FRO11 MIN I 1 GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD ADHESIVE), s FOR TEMP.'S O*F-40°F USE "51MP50N" AT CORNER ° ° FOR STRAP - '� 8 d COMMON NAILS EA. �� - -- - -- - -- - -- -��- - ��-- (HIGH STRENGTH ACRYLIC ADHESIVE) -------------- - END OF STRAP (WRAP STRAP UNDER SILL PL.) I j °s ECIFIIEED ONN D ° a WALL SHEATHING FOR EXIST. /NEW G.M.U. (GONG. BLOCK TYP. FOUND. NOTE FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - w/Z/5"O THREADED ROD ° ° _2 _I6_ d COMMON NAILS ad COMMON b" EDGE / 12 FIELD FILL TOP 2 COURSES SOLID d' CAST IN PLACE HOLDOWN N STRUCTURAL PANELS " ALTERNATE CONFIGURATION - ABOVE STUD TO GYPSUM WALLBOARD 5d COOLERS '1 EDGE / IQ FIELD FLOOR GONNEGTION w/ # LPT4 51MP50N (OR STRAP w/(3) - - -- __ � __. Z ° EQUAL) m PLATFORM TO SILL PLATES OF EA.STRAP.END - -- -- - ---- - - NA I LQ I NO/�TRAFF I NO Jul I NDON/DOOR HEADER STANDARD/ALTERNATE - - EA.JOIST-(FOR FLOOR SHEATHING (SUBFLOOR) j ALTERNATE USE STRUCTURAL PANELS: -- � - - - ----- --- O NOTATION: SIMPSON H2.SA) U A - NUMBER OF Sd NAILS ® EA. END OF STRAPPING (2018 WFGM, TABLE 3.7,P. I8q) CONNECTION E I' or LESS: ad COMMON 6" EDGE / 12" FIELD ( j I�J! / B - NUMBER OF SILL STUD5-ON FLAT(DOES NOT APPLY TO DOORS) (201a WFGM,TABLE 3.255,P. 2qU GREATER THAN I": IOd COMMON 6' EDGE / 12" FIELD _ ALTERNATE AS PER TABLE 3.23D,P. 215) - - ---- - -- - " �, G - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(201.5 WFGM,TABLE 3.23G,P. 242; I ( � I � /� - 1 D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE • I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b" O.G. AT THE PANEL EDGE. W A II" T----- __ D (2015 WFGM,TABLE 3.7, P. 18q) AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. a E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2015 WFGM,TABLE 3.22F,P.256) � FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER O lj G F - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILLS) ® EA. SIDE ° ° ° ° ° PLATE(S) CONNECTION SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR (DOES NOT APPLY TO DOORS) (20145 WFGM,TABLE 5.8,P. Iql) °° a ° °a ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: ° � - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF B ° ° ° ° ° ° ° d FOR STRAP - 3 8 d COMMON NAILS ® EA. NAILS SHALL BE PERMITTED To BE REDUCED TO 1-I6D NAIL PER FOOT. E^ ° 3 - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH ° as END OF STRAP (WRAP STRAP UNDER SILL PL.) SIDE OF THE ROOF PEAK, THE 4- PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE FASTENING 5GHEDULE B g° USED. HALE } F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS ° FOR EA. PLATE TO STUD ABOVE # OR BELOW - ADDITION (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION _2_ _16_ d COMMON NAILS A \ � � �` \ NOTATION I ROUG-H A B G D E F 6 oPr�lc _ ___ii__-__ I 595 ROGERS ROAD 1 2'-011 2 I I I I I SOUTHOLD, NY 11971 4'-0° 1 4 -�'I 1— 2 1 2 � 2 2 GABLE ENDWALL - - - SPL= I � I NO OF TOP PLATE BRACING/STRAPPING DRAWING TITLE: • - PROVIDE (2) 2"xIO" HDR (MIN.) U.O.N. - (B) - REQUIRES SILL PLATES OF 2"xb" (MN.) I - _- - - FOR RAKE512"OR HOLDOWN ANCHOR BOLT TOP PLATE --- - BLOCKING 2 + + -7 2 5 4 4 4 }— SPLICE BAYS BACK® LESS PROVIDE I TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS <TO LOCKING m 12' O.C. STRAPPING & NAILING DETAILS LENGTH FOR WIND - EXPOSURES B8G - FDR WIND - EXPOSURES B$C - 4'-0' O.G. AGHEIVE RAKE O.H. + l ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE BUILDING MINIMUM SPLICE'-2,0,4 BUILDING I MINIMUM SPLIGE 1",4 DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) TYP. STRAP w/(5) PAGE: ------- -- -- —--- ----- - 8dNAILS E EA. END --------- -- 12'-O" O" 3'-0" A. STRAP }�,I - ----- -- AI V� OROL=T S � I I �ATI ONS r--- 4'-0" ATTIC U_00134,hmoo 20'-0" 4'-0"/5'-0" 20'-0" --- - BLOCKING 2 BAYS SPECIFICATION (2018 WFGM TABLES 3.2A s 5.25, P. 157-160) BACK® 4'-O" O.G. CORNER } gq" 24'-O" 4'-O"/5'-0" 24'-O' b'-O" DATE: 08/12/22 3 OF 12 CONDITION I I FOR ALL STRUCTURES: • g/e°� ANCHOR BOLTS a 3Q" O.G. 2a'-O" 5'-O"/6'-3" 28'-0" - 7'-0" -------- • 32'-O" b'-O"/T'-6" 52'-0" SECOND FLOOR Q 1 W ,,,,,,..w..x..,,� � NOTES 1.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40--0" 8'-O"/10'-O" 40--0" w 3" SQUARE WASHERS AND END NUT SETUP - - - - - - ---- - - BACK® 4'1 O.G. • 1. MIN. 7" EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILS BLOCKING 2 BAYS .�I END / 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-O" 10'-O"/12'-b" 50'-O" 13'-0" T' ' +' C CONDITION cz IS' EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 8 FILL IN EXPOSURE B i TYP.STRAP w/(3) 1''''' rtp,{; : 0 TOP TWO COURSES SOLID --- - - "- --- Sd NAILS EA. END5.TABULATED SPLICE LENOTHS,ARE BASED ON b FOOT WALL .p HEI5HT5 FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT 60'-O" 12'-O"/IB'-O" 60'-O" I6'-O" OF EA. STRAP '�- Pt OR REPLACED BY HOLD DOWN5 FOR SHEARWALLS FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE FIRST FLOOR ,� PLAN DIAGRAM OF ZONES 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS SHALL 8E MULTIPLIED 8Y H/8; it 70'-O" I 14'-O" I 70'-O" 19'-O" -_- - (J NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR _--- � (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): - 4a 3. ANCHOR BOLTS ARE TO BE BETWEEN b" 4 12" 22'-0" OF j`tiy " FROM ENDS AND CORNERS (TWO a CORNERS) q'wALL- 1.125 - (SEE DIAGRAM TO LEFT) IO'WALL- 1.25 BLOCKING 2 BAYS II'WALL- 1.515 THIS COLUMN w/MULTIPLIER BACK® 4'1 O.G. 4. COORDINATE w/ HOLDOWN LOCATIONS 12'WALL - I.s FOR 10'-0"WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD 6RADE MATERIAL MISCELLANEOUS FRAMING GRAPHICS CONTINUOUS BUILT-UP GIRDERS 5 OR MORE SUFFORTS Q(THAT EXCEED FRAMING STANDARDS, IT 15 REO'D FOR FRAMER TO HAVE A 1i 1 F I REBL�O�K I N0 FOR PLeATFORM MOOD FRAM I N� WORKINC-� KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEC.'S FOR ADDITIONAL INFO.) p AND ALL RELEVANT PORTIONS OF THE RF-51DENTIAL CODE) --- BETWEEN vb ASSEMBLY REQUIREMENTS: # 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED W CONNECTION - DESCRIPTION � I TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER � BLOCKING UNDER LOAD BEARING WALL PATTERN THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES N " ---- MAx.32" LOCATED BETVIEEN ONE SIXTH AND ONE QUARTER ON-LOAD B ARING WALL OFFSET FROM SUPPORT AS FIRE-STOPPING. (� II A (2)ROWS IOd NAILS 12"o.c. THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST Q N - SUPPORT. NO T�10 ADJOINING JOISTS NOR MORE — Ln STUDS STUD B (3)ROW5 10d NAILS o 12"OG SERVES AS FIRE5LOPPING. '� 5UBFLOOR P THAN ONE THIR7 THE TOTAL NUMBER, ARE TO BE - C) (2)ROWS 1/2'm BOLTS o 12 O.C.STA66ERED; JOINTED ON THE' SIDE OF THE SUPPORT. 3. FOR PLATFORM FRAME CONSTRUCTION: THE 50LE AND DOUBLE SUBFLOOR G TWO-PIECE \ O 9 •'— CO I DBL.o ENDS � � ( PLATE SERVE AS FIRESTOPPING. � � SOLE PLATE F BUILT UP GIRDER P MAX.32' TWO NAILINO (2)ROWS I/2" 4)BOLTS m ib"O.G. P EGE GIRDERS ARE TO BE NAILED FROM ONE I D L 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE •— � }' � SOLE PLATE -- -- - - - SIDE WITH IOd NAILS, TWO NEAR EACH END OF JOIST SERVES AS FIRE5TOPPING. N E (2)ROWS I/2" m BOLTS o 24"O.G. y' �- �__-_,_ EACH PIECE, O-HERS STAGGERED WITH A DISTANCE ;; 0 C - z BETWEEN I/b _ rj 5. FIRESTOPPING SHALL BE 2 INCHES OF WOOD BLOCKING � — •-- F (2)ROWS 3-3/8"TRUSSLOGK SCREWS® 12"O.C. l a 1/4 OF A OF Ib INCHES BETWEEN NAILS IN A HORIZONTAL = - \ OR OF NONCOM-BUSTIBLE FILL. •0 CV scREwED ON(U SIDE of MEMBER J LINE; OR GIRDERS ARE TO BE NAILED FROM EACH - = X - --- / - b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE O j _ -_ ---_--___-- --- _----_-_-__-___ JOIST, OTHERS STAGGERED w/ A DISTANCE OF 52 - (2)ROWS 3-3/8"TRUSSLOGK SCREWS® Ib"O.G. P l /% � l �,, ✓__ i I SCREWED ON(I)SIDE OF MEMBER (2)ROW5 3-3/b"TRUSSLOCK SGREWS® 24'0.0. i r--! \ / -_; AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN 0 m •r LO / -�� JOISTS SERVE AS FIRESTOPPING. 5GREWED ON(1)SIDE OF MEMBER THREE-PIECE BETWEEN NAILS IN A HORIZONTAL LINE. f _ Q }r ((� MAXIMUM OFFSET - III _ - \_ JOIST • (2)ROWS 5 TRU55LOC SCREW5 a 12 O.G. _ d -� ~1 I� -i. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND 0 Q O 0 H P JOIST DEPTH, d ]SCREWED ON BOTH SIDE OF MEMBER _ BUILT UP GIRDER P MAX.32' THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d \ �`// \� _ ;I 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. �. \ Q e-- m O MATCHED SIZE OF BLOCKING I \ � I � �I �. � : � SERVE AS FIRESTOPPING. n ` (2)ROWS 5"TRUSSLOGK SCREWS® Ib'O.G. 4 T �, FIRESTOPPING AND � PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE l I �' : t I J UNDERPART T NON-LOAD S ® 32'RIN7 5TU SCREWED ON BOTH SIDE OF MEMBER N b \ -- i.- _� W BLOCKING —I---- --- --- -- OTHERS STAGGERED w/ A DISTANCE OF NOT MORE \� 6 3 b. THE HEADER SERVES AS FIRE-STOPPING. ' F(2)ROWS 5"TRJ95LOGK SCREWS o 24"O.G. BET14EE 1/ L li 5GREWED ON BOTH SIDE OF MEMBER a 1/4 OF A THAN 32" BETIAEEN NAILS IN A HORIZONTAL LINE. �Y, C - DOUBLE PLATE —_---..___ -_ ---- ------ J ��� II� --- 9. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL p FOUR-PIECE CIDERS ARE TO BE ASSEMLED A5 /' l{✓o- IO BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO CEILING BRAG I NG I yam- -- I STRINGER TO SERVE AS FIRESTOPPING. CANTILEVERED FLOOR 1.BEAMS d HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED / `- PLAN SHALL USE CONNECTION PATTERN 'A'WHEN W OR SMALLER / / =1 r GABLE ENDWALL FOR THE THREE-PIECE GIRDER. !i // \mac\- �, - � - 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR E CONNECTION PATTERN B'WHEN 10"OR LARGER p \_ FRAMING SHALL BE FIRE5TOPPED AT THE BOTTOM WITH / WEN 2. EN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 \�/ \. APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL % HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH r l OFFSET FASTENERS I/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER GIRDERS ARE TO BE SECURELY ANCHORED TO / I V SOLE PLATE 2"x4"CONTINUOUS E"`��END �. /' FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF THE VERTICAL OPENING IS SEALED BY PLASTER ON THE CEILING W SUBFLOOR / TRUSS MASONRY PIERS, NAILED TO WOOD POSTS OR / I I I LATERAL BRACE® b'O.G. BOLTED TO STEEL COLUMNS. BAND AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE JOIST T 2) Iod NAILS TRUSS OR LEFT UNFILLED SO THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE • l0) 8d NA I L I NO PATTERNS FOR SIDE LOADED BEAMS Oc . FLUSH BEAMS) -LOCATIONS REQUIRJNG FIRESTOPPING- AS FIRESTOPPING. NAILS FIRE- FIB_ WOOD FIRESTOPPIN6 FIRE5TOPPIN6 ------ - -_----�- STOPPING STOPPING FIRE- FIRE- � lit FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING 5TOPPIN5 sow ;f MULTIPLE-PIECE MEMBERS rm JOIST • 5d COOLER NAILS a 10"O.G. NAILED BOLTED' l BLOCKING 2"x4" BLOCK NAILED TO EA.BRACE 2 ROWS I6d $ROWS Ibd 2 rOwsR 2 Rows)4^ 2 ROWs15• w/(4) IOd NAILS COMMON COMMON 50LT5 O 24' ,I �L �LTy VERTICAL / FIRRINS 15 5IAP WHEN •12'O.G.• O 12'O.G.• O.G.S7A66ERED� O 12"O.G. O 6'OA. ��RI'UNDERS DE APPLIED STUD 20 ga.STRAP �- --- -- -- -- - TO— GYPSUM BOARD --- -- TWO ROWS 12"O.G. THREE ROW5 12"O.G. JOISTS DOUBLE PLATE •5d COOLER NAILS a 10"O.G. (10)8d NAILS BEAM SELECTION w/ STD. NAILING ° LOCATION I LOCATION 2 LOCATION 3 NOTE: END WALL S AS NOTED IN NOTES "I $ 8 ° ° , ° ° ° LOCATION 4 JOIST SHALL BE LOCATED DIRECTLY * DENOTES ALT.FOR USE OF DRYWALL SCREWS ° ° 5 NONCOMBUSTIBLE FIRESTOPP�IN�G L"*NIC OCATTIiON OVER STUDS,UNLESS TOP PLATE 15 4"a EDGE/12"® FIELD FULLY BLOCKED I.TOP AND BOTTOM RO1^5 SHOULD BE 2'FROM MCC-5 SOLE WOOD FIRESTOPPING OF GIRDER DESIGNED TO CARRY T14E LOAD SCREWS#b - LY4"TYPE W OR 5 FIRESTOPPIN6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2' TWO ROWS 24"O.G.STAGGERED TWO ROWS b"O.C. LOCATION 5 LOCATION b FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUEH THE FULL INTERIOR 51 U D DETAIL THIOO E55 OF THE MEMBER.USE WASHERS UNDER HEAD AND NUT. 6 O OVERLAID ROOF 5.STAS&ER EACH ROW OF FASTENERS BY 12". U O O O O O O 2'SPACE NOT ATTACHMENT G VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILIN5 15 FROM EACH SIDE. TO BE FILLED NONCOMBUSTIBLE FIRE5TOPPIN6 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPIN6 ftv APPROX.I INCH THICBOTH SIDE OF THE MEMBER 6.VALUES FOR NAILING CONNEGnONS MAY BE DOUBLED FOR 6"O.G.OR TRIPLED \\FOR 4'O.G.NAIL SPACING. LOCATION '1 STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: �\ STRAPPING W/ T 2 ROWS OF I6d COMMON NAILS(12'O.G)FOR DEFTH5 12'OR LESS FIRESTOPPING LOCATION G 4 bd NAILS LOCATION 6 ® EA.END a R.R. b.5 ROWS OF I6d COMMON NAILS(I2"0.0)FOR DEPTHS OF 14',16"d Ib'. LOCATION 10 I ! FULL WIDTH 2.x I BLOCKI N O H OONSTRUC.,TION DETAILS KND LOAD PATH CONNECTION DETAILS TOP PLAT_ DRILL 2"0 INTO ROOF DEGK FOR S NG 1N5rL. NOT TO SCALE INTERSECTION DETAIL XI .OR NEW NEW R.R. SET w/ R.R.BELOW I UPPER TOP PLATE LAPS 4 loci NTINUOUS LOWER TOE NAILS NOTED CONT.BLOCKING TOP PLATE ! SPIKED TO R.R.'S I � I ALIGN NEW d EX. R.R.AS SHOWN VIEW I KINGSTUDS- PLAN VI - ) � NOTE: SIMILAR® SHED' WOOD JO I ST O WOOD JO I S ROOF,R.R. IN LINE -t CRIPPLE STUD _ BLOCKING _ JOIST HANGER HEADER �J z GENERAL REQUIREMENTS FOR GENERAL REGU I REMENTS FOR - - W INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADER,-�� o JACK STUDS Ix WOOD GIRDER WOOD JOIST MAIN MEMBER i N 90• 300 � �"° � JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYPICAL HEADER CONNECTION � I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: MEMBERS/ DIAM.X 3 APPROX. 50° w/THE MAIN MEMBER d STARTED APPROX. THE LENGTH OF THE NAIL FROM THE MEMBER END, \ HALE I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAIGHT THROUGH AND BENT O`/ER A MIN. OF (3) NAIL DIAM.'s AT A 610° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN ADDITION MEMBER, FOR THIS APPLICATION,SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTER E� 3. TO AVOID SPLITTING, NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR CEILING JOIST WALL STUD _ WALL STUD -- - - WHEN FASTENED TO A 2"x4" TOP PLATE OR 3 TOE NAILS BOTTOM PLATE- - BOTTOM PLATE-- �� 595 ROGERS ROAD IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB SUB FLOOR -- --- -- r� DOUBLE JOIST DOUBLE JOIST -0 TOP PLATE SOUTHOLD, NY 11971 GHIM. CHASE SECURING (9 STD. SIDE WALL � DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS NOTE: (SIM. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/ STUDS TO ATTIC FLOOR d BLK'G TO R/L. SIDES w/STRAPPING TO R/L SIDES) TOP PLATE ® 0 M Q WIND RESISTANT CONSTRUCTION CONNECTORS PAGE: GHIM. CHASE WALL 0 zloop& ' 0 -------— -- - ----- - - — ----- x �o CONNECTION LOCATION: PART NUMBER: j NOTES: _u04, v o�Lu `' RIDOE-TO-RAFTERS C520 @ 2I' APPLY TO EACH PAIR OF RAFTERS ziu d — - — - -- -! -- - - - - ---- IZ w - - - - ------- I -- — --- z APPLY TO EACH RAFTER �a= ® -- -- -- _ RAFTER-TO-WALL H� I __--- —__-_ _ - _ DATE: 08/12/22 4 OF 12 Q ROOF ° o RAFTER-TO-PLATE R5 or H2.5 j APPLY TO EACH RAFTER ��u z �� REQ'D BLOCKING PLATE-TO-WALL STUD GS20 @ la" APP Y_TO_EACH WA T TO ALIGN w/STRAPPING d 4 z Q L LL STUD ® EA. LEVEL ABOVE "' "' 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or G520 @ 36 �t4`ti�y� THE FIRST FL. ® z APPLY TO EACH WALL STUD � � r. p �.�✓° n FLOOR/cLG. C j APPLY TO EACH JACK STUD = HEADER-TO-JACK STUD G520 � 12 � �,w� •�. � ^ CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD ti . - u � tp � . APPLY TO EACH SIDEWALL END c,•e '� { ' `' :_G °-' ' SHEAR WALL HOLDDOWN ANCHOR S5TB16 I - ---_-- _-- I ' WRAP UNDER DOUBLE SILL PLATE IST. FLOOR-UNDER-SILL PLATE CS20 (USE WITH 3" SQUARE WASHERS) OF 5: SIDE VIEW PLAN VIEW USE THE FOLLOWING OR APPROVED SIMP50N METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 0ENERA\L 5 M50L <E Q EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. W WHEN APPLICABLE) 41 W EXISTING TO REMAIN —� Q I- —{ NEW WOOD FRAME (L..G. NEW FOUNDATION WALL M -I STL. WHEN APPLICABLE) Q :}' N NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL El WOOD FRAME L.G. 5"rL. POST FOR 4" WALLS \� co ( V WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR b" WALLS), U.O.N. }, }' O N NEW 2-HR FIRE RATED 0 111.0 WOOD FRAME (L.G. 5TL. Q Z '- WHEN APPLICABLE) - -- ------ •Q .-- -N a 00 1 0 0 m -�- EXIS-ING RAILING TO BE REMOVED O 0 v < r- CL :20 U � m EXISTING ROOF MEMBRANE AND SHEATHING 1 TO BE REMOVED DOWN TO F.J� .I U) i I Q • - EXISTING RAILING TO BE REMOVED EXIST. WINI7JW(S) EXIST. WINDOWS) TO BE REMOVED TO BE REMOVED DEMOLITION NOTE: PROVIDE SHORING AND SUPPORT TO ALL AFFEOTED STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT -— —— OF ANY DEMOLITION OR CONSTRUCTION. WINDOWS) E�LT.I EXIST.I TO BE REMOVED J � I EXIST. DOOR EXIST. PORTION OF ALL ; EXIST. WINDOWS) TO BE REMOVED W TO BE DEMOLISHED TO BE REMOVED u NEW DOOR OPENING !II I III i II; EXIST. EXIST. EXIST. BEDROOM GL BEDROOM 48 S.F. 152 S.F. EXIST. DOOR TO BE RENOVED� A -- --� x EXIST. PORTION OF WALL in PTO BE DEMOLISHED ® U -- � NEW DOOR OPENING � —------ EXIST. z 0 BATHROOM w N EXIST. --- HALLWAY I � PROJECT: HALE ADDITION 5 EXIST. MASTER 95 ROGERS ROAD \ BEDROOM SOUTHOLD, NY 11971 247 S.F. DRAWING TITLE: PROPOSED DEMOLITION PLAN EXIST. EXIST. PAGE: 3'O"WX&'7"H D.H. 3'O"WX&'7"H D.H. —:10 i 0 0 EXIST. DATE: 08 12 22 i cPPORCH° / / 6 OF 12 i I, i r .. If ' d ' v a PROPOSED SECOND FLOOR DEMOLITION PLAN 50ALE: 1/4" = 1'-0" � fi 4 C) OEI ` EF".AL 5�'rI " I50L KE"*r : Q NEW PARTIAL HEIGHT _ EXISTING TO BE DEMOLISHED WOOD FRAME (L.O. 5TL. �c\' uj WHEN APPLICABLE) UJI EXISTING TO REMAIN J NEW FOUNDATION WALL v NEW WOOD FRAME (L.O. is (2)EXI5T. (2)EX15T. Q STL. WHEN APPLICABLE) 2'4"WXb'I'H D.H. 2'4"WXb'I"H D.H.. NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL \I, ? -- — - -- - - V � O WOOD FRAME (L.O. STL. POST FOR 4" WALLS , O " .— cD WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL - _ POST FOR b" WALLS), U.O.N. :�, I NEW 2-HR FIRE RATED 1 ( I L N WOOD FRAME (L.O. 5TL. Q Q 0 c L0 Z 't WHEN APPLICABLE) 2 _xx U i w 3 EXIST. 2"x12" F.J. X 3 o m .� V ® Ib" O.G. m N ASSUMED VIF m tV I 0 Lo EXIST. 1,0. F.J. �f� IQ Q . 0 0 ® Ib" O.G. SISTER 2"xi2" F.J. ® Ib" O.G. EXIST. GREAT ROOM -COFFERED GEILIN5- A-A A-A — A-501 A-501 A-A 1 A-501 A-501 v I I PROPOSED SECOND STORY CANTILEVER j EXISTING CRAWL SPACE DEL FJ UNDER WALL ABOVE 1 • Q Q SISTER 2"xl2" F.J. lu 0. 0_ ® Ib" O.G. Q. U EXIST. N (NIX, � , — i i I Q L EXIST. ZW5" F.J. EXIST. �I BATHROOM N_ wry EXIST. BEDROOM EXIST. GL. EXIS . - GL. ---- /SHOWER rEXFI5TT.)ANFa - c Q w cv EXIST. 2"x8" F.J. < EXIST. DINING j 1 O N ROOM EXIST. KITCHEN Lu Iwo Q Q EXIST. UP 1`r ' EXIST. IF AC I,I z o +1 +t Q —m ci -- o - lo. rs EXIST. EXIST. --- �' -- UP BASEMENT -® ® w PROJECT: EXIST. 2"x8" F.J. Q ~ EXIST. ING HALE ROOM Lu Z ADDITION a EXIST. -—- - - - -- AG _ 595 ROGERS ROAD X`fl SOUTHOLD, NY 11971 w LF w DRAWING TITLE: I _- - - - PROPOSED FOUNDATION PLAN j EXIST. EXIST. 3'0"WXb"7"H D.H. 3'O"WXb'7"H D.H. I I � EXIST. PAGE: COVERED PORCH I � e ■ I I J - DATE: 08/12/22 7 OF 12 EXIST FOUNDATION PLAN FROFOSED FIRST PLAN SCALE: I/4" = I'-O" SCALE: 1/4" = 1'-0" 'r T OF VW�� _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT 0 WOOD FRAME (L.G. STL. Lw WHEN APPLICABLE) EXISTING TO REMAIN ) NEW WOOD FRAME: (L.G. � NEW FOUNDATION WALL STL. WHEN APPLICABLE) ' Q +' N Lf NEW I-HR FIRE RATED X MIN. (2) 2 x4 STRUCTURAL 0 1 COO I HOOD FRAME (L.O. STL. a POST FOR 4 WALLS WHEN APPLICABLE`.) (MIN. (2) 2"xb" STRUCTURAL O POST FOR 6" WALLS), U.O.N. N I NEW 2-HR FIRE RATED L Lo WOOD FRAME (L.G. STL. TRP. P05T TO 0 C Z WHEN APPLICABLE:) RIDGE "0 N >, o ,j , o I _ %,,, C>ONN5POUT 4"x3" ALUM. i F � 4"x3" ALUM. O Om - DOWNSPOUT I I O ++ U,) (TYPJ (TYP) 4-1 C p "1:12 PITCH -1:12 PITCH I Q) f O MATCH EXIST. MATCH EXIST. tu � 1 II a II NEW 2"xIO" R.R. +-' ® I6" O.G. :x ° — x I U ,: III n I 6 x3 ALUM. I I 6"x5" ALUM. U W GUTTER(TYP) NEW 2"xIO" R.R. I GUTTER (TYP) ® Ib" O.G. I I i I I • A-A I -� A-501 A-301 TRP. POST TO I U RIDGE I— f CD II II II Q ° EXTEND WALL TO R.R. u "1:12 PITCH I w 7:12 PITCH � I MATCH EXIST. MATCH EXIST. I I I I l NEW 2"x8" R.R. - NEW 2"x8" R.R. ® Ib" O.G. ® 16" O.G. GUTTER HIGH I I PROVIDE GUTTER HIGH POINT (TYP) ACCESS INTO POINT(TYP) NEW ATTIC DBL. POST TO RIDGE a GUTTER HIGH POINT(TYP.) I NEW 2"x8" R.R. ® I6" O.G. ( CONNECT TO I 2:12 PITCH LOWER GUTTER i l NEW DORMER I I i 4"x3" ALUM. DOWNSPOUT (TYP.) �I I I I I I PITCH N ----v I I z II II II X II EXIST. 2"x6" R.R. EXIST. 2"xb" R.R. ® 24" O.G. ® 24" O.G. Lii I I a II � II PROJECT: HALE ADDITION 595 ROGERS ROAD SOUTHOLD, NY 11971 li II II DRAWING TITLE: _ PROPOSED FIRST FLOOR PLAN I ; II ul I II o II X II Z:12 PITCH w -1:12 PITCH I I PAGE: AM A-10 4 0 0 uimA, EXIST. 2'Ixb" R.R. EXIST. 2"xb" R.R. I I ® 24 O.G. ® 24 O.C. ( I DATE: 08/12/22 $ OF 12 � I II 0 5 1020 �rfi ., Y. GRAPHIC SCALEFROPOSED ROOF PLAN 7 D 5GALE: 1/4" = 1'-0" FLOOR PLAN NOTES NEW PARTIAL HEIGHT �, DOOR NOTE: INTERIOR DOORS WHEN GALLED 0 I W EXISTING TO BE DEMOLISHED , ,.;;, WOOD FRAME (L.G. STL. 3 OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). W WHEN APPLICABLE) 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED p EXISTING TO REMAIN OUT ON PLANS BY 'THERMATRU' (OR EQUAL). M 3.DOOR TYPE TO SELECT N 1 �--•_-----{ NEW WOOD FRAME (L..G. NEW FOUNDATION WALL ''%�, `\ STL. WHEN APPLICABLE) 4.INSTALL AS PER MANU SPEC.'S5.PROVIDE (2) 2"x8" HDR.,U.O.N. Q L0 4.SEE PAGE NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL ELEMENTS AROUND FOR ALL OTHER FRAMING C D DOORS (TYP. FOR ALL) U.O.N. 0 � � � WOOD FRAME (L.G. STL. El POST FOR 4 WALLS (MIN. (2) b" STRUCTURAL 20'-4" WHEN APPLICABLE) I9r_4" O2 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405 O 2"x POST FOR b" WALLS), U.O.N. ABOVE z TRP. POST TO RIDGE :� N ' NEW 2-HR FIRE RATED Lo Z 4'-I" WOOD FRAME (L.G. STL. (EGRESS)I -D 4 E �` 4"I L 4 D (EGRESS) 0 C WHEN APPLICABLE) SMOKE DETECTOR / CO DETECTOR NOTES: a- p ^N - 6 S - O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT X U FIRE E G VENTILATION;MIN. II.b S.F. 25.9 S.F. SMOKE /CARBON MONOXIDE COMBINATION DETECTOR 0 I 4% OF FLOOR AREA C p Cfl 4 HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 0 Q m ! b ILA( CENTER ON BEDROOM LIGHTING;MIN. &% 2.INSTALL ALL AS PER MANU. SPEG.'s O 4- Lo OF FLOOR AREA 23 2 S.F. 45.-1 S.F. 5.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "0-003" FOR NAILING $ STRAPPING DETAILS. IN COMPLIANCE WITH LOCAL CODE C O O 0 CENTER ON LOWER WINDOWS I C `Yo REO. S.F. PROV. ""SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER`* w 4 W NDOW NOTE: FLOOR AREA 2QO S.F. O I. TALL NEW WINDOWS $ DOORS SHALL BE ANDERSEN � � CASEMENT,DOUBLEHUNG, OR GLIDING (AS NOTED); NATURAL LIGHT $ VENTILATION INSTALL AS PER MANU. SPEC.'S. FOR WINDOW CHAR II SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS - ( EGRESS (HABITABLE SPACE) i NEW BEDROOM 4 4 AND DOORS" ON PAGE 6-002 IF CASEMENT 290 S.F. I ROUGH OPENING WINDOW DIMENSION CLEAR LIGHT VENT 0 A O WINDOWS - ALL 05MNT WNDW5 SHALL HAVE ---- - - --- --= OPENING PROV. PROV. w -CATHEDRAL GEILIN6� I x MODEL - ,' M�'• _ _ STRAIGHT ARM HINGE WHEN WIDTH HEIGHT WIDTH HEIGHT UNIT PER N r 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE TAG TYPE _ _ # II� --- l�=- OEPEN REQ DD 5�"S.F. PER UNIT TILT WASH N 5. ALL GLAZING WITHIN IS" OF FF TO BE TEMP. 6L. U �I - - �, n --- _-- - - -- - A (1) DOUBLE-HIJNG TW30410 - 3'-2 - 5-O 5-O 1 II 6 1-7 I 1I.I-I b� = 4.SEE PAGE G-003 FOR FRAMING ELEMENTS AROUND 8 I WINDOWS (TYP. FOR ALL) U.O.N.;(2) 2"xIO" HDR. U.O.N. n , tl/ „ „ _ „ - ' i „ � 1 it ---- Z 3 l �� 2-O - - - X J EGRESS NOTE: +J SMICO IN COMPLIANCE WITH NEW YORK STATE BUILDING B (I) - AWNING A281 2-� a G (3) DOUBLE TW24�10 2-6 5'-O �" IF 2-5 5'-O 8 28 4.74 p�_A I A_A CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF _1 8 - _ EGRESS SHALL BE FOLLOWED: 8 - -- - li -- 2-I I - - A-301 A-301 J 8 �„ AIR HANDLER ABOVE 8 NET CLEAR HEIGHT............... 24" MINIMUM - - - __- „ - -! 5.81 10.45 5.83 O 204 TRP. POST TO RI GE NET CLEAR OFENINO........... 5.7 S.F. TW21040 2-10 5 0 --- 5-O 1,-- E (1) SPECIALTY NET CLEAR WIDTH................. 20" MINIMUM D 2 DOUBLE-HIJNG i - GTN28 1�- 2'-10 �' j 14 -- ,. 2'-�f „ Ir_� b,r _ u �: O GAL BATHROOM FLOOR 5 . VgALL BOARD NOTE: --- F (U - �- -O" - 10. FAUCET I I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN , r rr G (3) PICTURE" -- TWTI81'1 - I'-Q 8'- i I'-9 g„ --i�-qr, ALL BATHROOMS _ l -_-- ---- -- --- ,; - - PROPOSED _ 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND ° z 3 r BATHROOM in TUB SURROUNDS 5 r10 2. SHOWER FLOORS O ((�•�� - 136 Ft. ! m Z 2 -TILE- x� B 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON =ry Q 5M/GO ;try I 2.2. CONCRETE MUD-SET(SLOPE I/8" PER FOOT .�'p NEW 2"x8" G.J. 4 TOWARDS DRAIN) UPON - --- --- --- ---- - Z m O I FRANKFORD d _ 2.5. WATER PROOF MEMBRANE TO COVER SHOWER DOOR SCHEDULE ry FLOOR, WRAP DRAIN d ATLEAST 18" UP WALLS ----------- - F 203 SHOWER DOOR ( - I N f-----_--- -- --- ---------- ( Z PROVIDE NEW GAS FIREPLACE UNIT. HOMEOWNER TO DOOR MATERIAL z z , - Ob SELECT, CONNECT AS PER MANUFACTURER SPECS; PROVIDE ALL NECESSARY VENTING THROUGH WALLS TAG DESCRIPTION MANUFACTURER O Q 0 RATING FIRE NOTES tu m 1 O TO EXTERIOR. SHOWER HEADS II WIDTH HEIGHT I j J 45 MIN. RATED z- ( - NEW EXHAUST FAN SHALL BE INSTALLED WHERE J STEAM3 6 x l0 5E)R O GIRGULATION ION I5 NOT HROU HEWINDOWS OR DOORS TOY MEANS OF -- ------ '` �--=- - - -SELF-CLOSING I� - - �I--� - OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION SECOND FLOOR p i =- LDRAIN 405.5.2.5; INSTALL AS PER MANU. SPECS �- - - -- ----- - -- - ------- - - --- Z -- - ----- CONTROLS 201- I' SINGLE SWING --- �Il-_ 2-b--� b'-8" •- - z c - 1. N NOTE: - � 3�- ' � O I. NEW AIR HANDLER 8 DUGT'WORK IN - ---- -- --- --` w w z ATTIC I I 2. 202 POCKET DOOR J 2'-6 b-8' - • - -, N z z ANT LINE AS REOV l� j r, ( t _ FROM A COOLANT - - - - �L I --_-_ �t-= ===SI ry LINE OF EXIST. ND. --_- - - - -- - f- - - - - DORMER ABOVE DB . POST TO RIDGE �I- - _ - v - - - - - _ GL. A A/C CONDENSER: 203 SINGLE SWING 2'-4' b'-8' - - m lr--\ I. NEW A/C CONDENSER ® EXIST. CONDENSER LOCATION SINGLE SWING ' 2'-b" b'-8° • ONEW 42. SIZE CONDENSER BASED ON NYS MECH. CODE. 204 I I' _� II HALLWAY/ ALIGN WITH LOWER I 5. PROVIDE PROPER TONNAGE TO ALLOW FOR COOLING to- WALK-IN WINDOW AT CHIMNEY N OF ENTIRE GU. FT.L. 4. INSTALL CONDENSER ON GONG. PAD 3a 1 ( � 6EX15T. EXIST. w Q 4 I z ! rn GL. BEDROOM 3 O = z 132 S.F. I a 6 w NATURAL LIGHT $ VENTILATION z I (HABITABLE SPACE) Lu 4 I LINE OF t DORMER ABOVE EXIST. G.J. FLOOR AREA 152 S.F. all 016110.0. % REO. S.F. PROV. 201 LIGHTING;MIN. a% N OF FLOOR AREA 10.6 S.F. 11.2 S.F. Z w VENTILATION;MIN. Q -- 5.3 S.F. = PROVIDE ACCESS EXIST,ATTIC) z 4% OF FLOOR AREA o INTO NEW ATTIC SPAGE� ACCESS z c� _-- tt tf� - -j EXIST. O w N - z Q - EXIST. - BATHROOM ' - -- - -- -- - HALLWAY N x- in w cv w -® �-- - ' PROJECT: N HALE x ADDITION w cv EXIST. 595 ROGERS ROAD BEDROOM 2 SOUTHOLD, NY 11971 24"� S.F. Q DRAWING TITLE: EXIST. in - - -- GL. - `r PROPOSED SECOND FLOOR PLAN IXl!(V l/ / i EXIST. EXIST. PAGE: 5'O"WX&"7"H D.H. 5'O"WX&7'H D.H. i A-i EXIST. DATE: 08 12 22 COVERED / / 9 OF 12 x r 1 �.waua 20 4"= GRAPH PROPOSED SECOND FLOOR PLAN SCALE 1IC 1'-0" d � ';° � , / ~-:.a " G —O"SCALE: I/4" = I' �"`�T 1,28-7 S.F. HA5ITAE3LE SFA E; 1,28-1 S.E. OROSS AREA Eo� I'l;,-�l A ELEVATION5 NOTE5 Q 0 !�I HATCHED AREAS INDICATE NEW WORK (TYP) W W ONEW ROOFING: I. SEE NOTE ® SECTION M 2. NEW ROOFING, COLOR b 57YLE BY 'GAF' (OR EQUAL) w ^' (MIN 50 YR. WARRANTY) Q L!7 3 PROVIDE CONGEALED FLA5HNG AT ALL ROOF U C INTERFACES. � O C O a--- O O ONEW SIDING (� I SEE NOTE ® SECTION O � Z 't 2 •v �- CV O �a NEW A/C CONDENSER _ o Y I 2 O O m v c0 - 3 s O , to - Q O O I I �I I!' U � I I I' III I' II I II I'I I I! • i I I' I II i'' I' II' I I I I I i I, I I III II f i {I Q ° — i -- - ! ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEC.'S. SEE PAGE "0-005" FOR NAILING 4 STRAPPING DETAILS. VJ n l "`SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER** i WINDOW CHART -- ---- - � - - -, --- -- - -- -- -EGRESS - --- - -- - R000H OPENING WINDOW DIMENSION CLEAR LIGHT VENT L_--- TYPE MODEL # WIDTH REQ DN 20" PROV. PROV. — TAG TEMP. PER PER Q - - _ WIDTH HEIGHT ,I WIDTH HEIGHT SIGHT REGYD:24" UNIT UNIT DOUBLE-HUNG TW30410 3-2 �' 5-O " OPEN REOV: 5.'1 S.F. ll 5 -- - - b.l� _�J�_ i 11.17 6.2 --5'-1 5 0 �' -�-- - l rr B (i) AWNING - - A281 ---_� -_ - !� - - - I- 2-� � J' 2'-O G (3) DOUBLE-HUNG t TW24410 2-6 5-O 2-5 5'-0 8.28 I' SOUTHV�IEST ELEVATION (FRONT) --I - - __- II D (2) �', DOUBLE-HUNG TW21040 - 2 10 = 5'-0 2'-I I " 5' O 5.81 -- --- 10.45 SCALE: 1/4" = I'-O" E (1) SPECIALTY GTN2& l 2'-IO j" 1'-i " 1' 2'-q " I'-7 - - t - ------- -- - -- - -- __ _ IF - - - - - -- - _ -- - li --- -- - -- F (I) GLIDING 0336 3 O' 3 6 2-I I 3-5 G (3) PICTURE TWT181'1 I'-q fig" I,--I I I I i I� i I w U j I iY i _-....- --. -- ......... ..... .. ._.---_... _ -. uii 3 - - PROJECT: -- HALE - ADDITION _ ---- - - - _ .:. - -- -- - ------ ------ - I- 595 ROGERS ROAD SOUTHOLD NY 11971 - -- - - ---- - _ -- - N ------ __ - ---a=_- O O O I � ! RAW NG TITLE: ----- - - _ PROPOSED EXTERIOR ELEVATIONS I I ; - - - - - - PAGE: A-401m0o I 'I I -- - - I I I I Ll I I I!I Lj DATE: 1 II 08/ 2/22 10 OF 12 I- 1'''4.4✓ � .vim �, N�j�, SOUTHEAST ELEVATION (Rl C HT SIDE) SCALE: 1/4" = 1'-0" ELEVATIONS NOTES Q 0 OI HATCHED AREAS INDICATE NEW WORK (TYF-) IW ONEW ROOFING: 2 I. SEE NOTE ® SECTION 2. NEW ROOFING, COLOR 3 STYLE 13Y 'GAF' (OR EQUAL) Q +� N (MIN 50 YR. WARRANTY) CONNECTION 'A' AS Lo 3 PER PAGE G PROVIDE CONGEALED FLASHING AT ALL ROOF O MATCH NEW RIDGE MATCH EXIST HT. _ 0 INTERFACES. C O � O O-- ONEW SIDING O SEE NOTE ® SECTION (2) 2"x8" HDR. PROPOSED RIDGE HEIGHT --- -------_-------------_ I i CV z — --- 2 O � L[) Z � ELEV. +38.1' � � v w N 5 NEW A/C CONDENSER - -_-- CC � 5 ' ; •- 2 ` O MATCH EXIST. PITCH 12 -/��� — 2 — 2 T. MATCH EXIST. ROOF PITCH 12 P� > � O U I __ _ / �.; c v co --- E - I c 0 � v .. NON---ST-RU--GT- ----- U _ --- •-------------- S `}��� - �. a -L_ T DECORATION ONLY .1� l Q r- � :2 O BUILDING SECTION NOTES - - [w TO 1' Aca AM KNWA CATHEDRAL O Lu CEILING NEW ROOFING NOTE (TYP.): 7 2.INSTALL ICE AND WATER SHIELD NGLES ---------____ - -- - - —-- 18 _ N __ ---._ FROM FASCIA UP TO - -u - ---- -- I Z NEW 2XIO DBL r ; 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS _.._-.. ---- ---- --------------- --- _ ----- ---.-I p X -- EGOND FLO HEADER ABOVE --- - ' J OVER _.-___-_- _-_. - OWS b -; _ - -- _. T ------ -1 _. ...3' MIN.-- , 3' MIN.-- i � -� �Q > - - ----� _ 5.INSTALL 15 # BUILDING FELT N.O.N.) OVER I O, — -' _-______ m x U 0, NEW -Ii DOORS D -'4.1/2 GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) -----.-- _.___-_.__-_.__.__..,.__.___________.________ III BEDROOM 5. GAP SHINGLE OVER RIDGE d HIPS (AS REO'D) b.PROVIDE RIDGE VENT (AS REO'D) --------- I ------------------------ O I --- } O I I -- -- '/. FLASH ALL VALLEYS26- S I .INSTALL DRIP EDGE AS REO'D 9. INSTALL ALL AS PER MANU. SPEc:.'s I c" ON M M, AT u i i I �- - --` PROPOSED SECOND FLOOR FINISH I 2X6 SILL • — TYPICAL ROOF 4 CEILING CONSTRUCTION: -- - - -- ---- --- --- ------ -- - - -- --- --- - 8_EV. PLATE ;I O • NEW ROOFING AS NOTED ----...---____-_---._-----_-__-._ __.__5•F•._._.-_______..v__-__________._.____.________.�__-- � EXIST. SECOND FL_OOR_FINIS_H • 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL PLYWD SEAMS) � ELEV. +22.6' � F.J. PER PLAN �` �_� � y�-�• 1 ' • R.R.,G.J., d G.T. AS NOTED ON PLANS (® SPANS � I' C O 1 1 1 1 n AO US S61 W bjo&j@U OVER 8' INSTALL "X" BRIDGING ® CENTER OF -`; r- �I -- -- f--- -- SPAN, U.O.N.) T-_ MIN. OF R-49 SPRAY FOAM INSULATION f f CONNECTION 'GI' AS • PER PAGE G-003 --� PROPOSED CANTILEVER f- -- -- - -- _ ALIGN WITH EXISTING NEW STUD TO ` - ! '' -- "' SECOND STORY I TYPICAL EXTERIOR WALL CONSTRUCTION (TYP.): -_ � FLOOR ASSEMBLY 4.' O --' - if t FIRST FLOORcn __.__ .- - - It I I I' R-30 BAIT INSULATION UPON 1/2" GDX PLYWD. SHEATHING (BLOCKING ® ALL I L__._I ! I-_ {! I it 1 i UPON TYVEK HOUSE WRAP (OR EQUAL) -1 I I • PLYWD SEAMS) ! �_ i - J i_ +j�- -- a i I I EXIST. li,'-- ! n VJ • 2 xb' STUDS ® 16" O.G. w/DBL. TOP PLATE II 2" FOAM INSULATION W/R-11 BATT INSULATION (R-25) - ( • • 5/8" GYPSUM BD. WALL FINISH o NEW SIDING NOTE (TYPJ: i — O I. INSTALL NEW SIDING TO MATCH EXIST. ! EXIST. FIRST FLOOR FINISH _-- -- -- 2."TYVEK" HOUSE WRAP (OR EOUAL) i ELEV. +12.8' 5.INSTALL ALL AS PER MANU. SPEG.'s _ Q 4.PROVIDE ALL NECESSARY TRIM FOR -= PROPER INSTALLATION _ 5. SIDING SHALL EXTEND TO TOP OF _- AVERAGE OR_ADE_______ FOUNDATION WALL ELEV. +11.0' CRAWLSPAGE 5 I NORTHEAST ELEVATION (REAR) SCALE: 1/4" = I'-O" I ! SECTION A—A I SCALE: 1/4" = 1'-0" I I I I I ! z uj 2 2 � PROJECT: HALE - ADDITION If 1 --- ---- - -- _- ----- - i I - ---------- ----- — I 595 ROGERS ROAD F == - -=-- __ _-----�_ _ --� -- -- -- - - - - ---- SOUTHOLD, NY 11971 LL� DRAWING TITLE: ---------- ------- --- --- - -- -- -- ---- -- ----- ---- I i - -- -- - -- -- -- - - --- -- - - - - -- - - ------ - - --- - - - - - -- R ELEVATIONS PROPOSED EXTERIO - -- - PAGE: A—'e'ro& U;�& 0 0 0 'II I I � III Ll DATE: 08/12/22 10 OF 12 s NOTt�1�ISTELEVATION (LTS I I� ) (4101t SCALE: 1/4" = I'-O" Q 0 Ld v Q .,, N c � 1 O O cq p io Z -}- .v N � o t O ++ to 04 nQ O . :2O W o — U � m 4-J : U � � U —_� 4" FRESH AIR VENT L THROUGH ROOF I 4 _ I MASTER BATH I ----1- --1 MASTER BATH ----i-- i a ! MASTER BEDROOM ALL PLUMBING d 2111 2 i 1 1 p O GAS FIREPLACE FUEL GAS WORK I I I PROVIDE "ABESGO FP200 FR 1 NOTE: O SHALL CONFORM p 1 I ( ALL PLUMBING WORK TO LOCAL z 1 7 1 1 2 12' 1 EXPANDING FOAM" (OR EQUAL) p I :� O 1 I AT ALL PENETRATIONS IN FIRE z K I I � SHALL CONFORM TO p PLUMBING CODE # v 1 I O LOCAL PLUMBING CODE z FUEL GAS w I I RATED WALLS AND v V I '� I Q� 1 O W�• I I FLOORS/CEILINGS. PRODUCT N W.G. = K 1 �v 21 :. =1 0 VERIFY 51ZE SHOWER i -- - CONFORMS E 84, AND ULr14.71 14 -- - �j-j -j� �— — LEGEND N w/MANU. 1. PINO PENETRATIONS: ROVIDE "ABESCO FP200 FR I 2 G.O. n - -� ---SHOWER-- -- EXPANDING FOAM OR I TUB � TUB � � � I G.O. I SUPPLY - - AND FLOORS/CEILINGS EQUAL) .-..-..-_-.. —. ._- — -- _ ___ HOT WATER - -- -- - - AT ALL PENETRATIONS AT WALLS EXIST. SYSTEM CONNECT TO I I 2.PRODUCT CONFORMS TO ASTM E NOTE: EXIST. WATER i _ _ GOLD WATER ALL PLUMBING WORK SUPPLY SYSTEM I ~ SUPPLY b14,ASTM E 84, AND UL 147q SHALL CONFORM TO I j ` LOCAL PLUMBING CODE j I PROVIDE "ABESGD FP200 FR I EXPANDING FOAM" (OR EQUAL) O Ow 3" CLEAN OUT Ow i I AT ALL PENETRATIONS IN FIRE RATED WALLS AND U- N N I I FLOORS/CEILINGS. PRODUCT ly EXIST. F.A.I. TO R I I N IL REMAIN IL TO ASTM E 814, N j ASTM E 54, AND UL 14"IG IL z g i I G.O. E--------- ----�I - - I G.O. - G.O. 4 SUPPLY SYSTEM I I EXIST. 6A5 SUPPLY -- - --i --- 4" HOUSE I j EXIST. SYSTEM MAIN DRAIN C.O. I TO STREET I W[ ATER MAIN z 4" o w TO SEPTIC w PROJECT: Lu w SYSTEM w I Q Q = I N 10 m w HALE --- ----- ADDITION FLUME31 NC RISER - DRAIN / NASTE / VENT FLUME31 NO RISER - SUFFL Nr CAS RISER - SUFFLY 595 ROGERS ROAD SOUTHOLD, NY 11971 SCALE: NTS SCALE: NTS SCALE: NT5 DRAWING TITLE: PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM v PAGE: ® . uo�■ DATE: 08/12/22 12 OF 12 �. .. 0t* :'