Loading...
HomeMy WebLinkAbout47326-Z �o�OSUFPO[�lp Town of Southold 1/27/2023 o y� P.O.Box 1179 53095 Main Rd W� � dao Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43771 " Date: 1/18/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 650 Brigantine Dr, Southold SCTM#: 473889 Sec/Block/Lot: 79:4-35 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/14/2021 pursuant to which Building Permit No. 47326 dated 1/12/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Alterations and additions, inlcluding bedroom, den, bathroom and butler pant1y(no kitchen)to an existing single family dwelling as applied for The certificate is issued to Munson,Mark&Susan of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47326 06-28-2022 PLUMBERS CERTIFICATION DATED 05-07-2022 A exaper Aguilarfl 0 A ho ize Si nature FFot TOWN OF SOUTHOLD BUILDING DEPARTMENT x TOWN CLERK'S OFFICE S, • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47326 Date: 1/12/2022 Permission is hereby granted to: Munson, Mark 4 Cedar Ct Laurel, NY 11948 To: Construct addition to existing single family dwelling as applied for. At premises located at: 650 Brigantine Dr, Southold SCTM #473889 Sec/Block/Lot# 79.-4-35 Pursuant to application dated 12/14/2021 and approved by the Building Inspector. To expire on 7/14/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $354.00 CO-ADDITION TO DWELLING $50.00 Total: $404.00 Building Inspector OF SO!/r�,ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlinCaD-town.southold.ny.us Southold,NY 11971-0959 Q �yOUNTV,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Mark Munson Address: 650 Brigantine Dr city:Southold st: NY zip: 11971 Building Permit#: 47326 Section: 79 Block: .4 Lot: 35 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Pumillo Electric License No: 2300ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 1$ Ceiling Fixtures Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 3 Smoke Detectors 3 Main Panel 100 A/C Condenser 1 Single Recpt Recessed Fixtures 20 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan 1 Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt Emergency StrobeHeat Detectors Disconnect Switches 1$ 4'LED Exit Fixtures Sump Pump Other Equipment: MiniSplit, 100A Panel 24 Circuits / 9 Used 4ARC115, 3COMB0120, 2-120 Notes: Addition Inspector Signature: Date: June 28, 2022 S. Devlin-Cert Electrical Compliance Form - • ���F SUUryo ~� Telephone(631)765-ISM Town Hall Annex Fax(631)765-9502 54375,Main Road CA E.O.Box 1179 Southold;NY 11971-0959 �'o �Q - UM BUILDING DEPARTMENT TOWN OF SOUTHOLDNN�1 '10t D CE`RTIFICATI0N Pate:-", 77 ILI Bur]din P ` .ermit No�! g Omer. -Qr P Plumber:._ (Please print) . J I certify that the solder used in the water supply system contains less than 2/10 of 1% C lead. I iv j (P1 tiers Signature) SWom to before me this /3 JILLIAN R DEGRENIER day of (/ - , 20 aZ NOTARY PUBLIC,STATE OF NEW YORK Registration No.OIDE6409931 Qualified in Suffolk Couad-0 t My Commission Expires: �O �` No Public, 5 tary P llc, � County; L` * �# TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [. ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: n er inI�. DATE S Zy INSPECTOR OF SOblyo6 TOWN OF SOUTHOLD BUILDING DEPT. courm��' 631-765-1802 -INSPECTION [ ] FOUNDATION 1ST [/] RUGH PLBG. [ ] FOUNDATION 2ND [ ULATION/CAULKING [ ] FRAMING /STRAPPING [ AL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O (�[ ] RENTAL RE MA KS: T o - l x4to rn VlAo, r",e fi • otoo/ On/ tfnf,� DATE INSPECTOR OFSOUIyO� Lj-7 �� �DE # * TOWN OF SOUTHOLD BUILDIN P o tm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: I I an A 4A,-n(9/j?- -rJK DATE INSPECTOR F ISC [HE 'TT1 EINGINS EIERING June 22, 2022 RE: 650 Brigantine -Permit#BP47326 Building Inspector Town of Southold Main Road Southold, NY 11971 Dear Sir, I have inspected the rough plumbing for the above referenced project. I certify to the best of my knowledge that the rough plumbing is in accordance with New York State Building Codes. pF�NE y SVC] ,q,,'�'o• os�i ��,��rT�F� 7'0�� '�OFES3{O �a a, ®.F s® BOARD CERTIFIED IN STRUCTURAL ENGINEERING JOSEPHQWFISCHETTI.COM FIS 0HETTIENGINEERING.COM 631 -765-2954 1 725 H O B A R T ROAD S O U T H O L D , N E W YORK 1 1 97 1 r 'A k � I 1 4A °4 ri ,'•eta t L �Y f i ke •r_ 1 K C. NTS FIELD:INSPE TIO. P', T. ; ;;.. :.:i;.,:,;: .Y{^1n' FOUNDA ION. .1ST �; /. :.h..; • .. iii'+`• •,L'.i+:e�:�rYw,�:;':,^':.• Li FOUNDATION' �r .)�. :.�r,�'> .it:�SC.',;''�}y�.s,�:i�y::�.:•1�''.'%::s,r:,.. .. tt ' -:.tf. \:!:L/:`:•..fl.S.:i.a� :•.;aaS:{'..':,;�!yu;.•�._:y:ii;�>• 9. ROUGHF$AlyIIhTG: PLUMBING' • • ;;: :a k _,.h,....:._ Ims INSUT,ATION,p A N. ::. ►H. '� STATE EARGY COI ' 'i*. •�::t:'•':i';.' T1s::.cS';':.:':.+ s�.':;. .. F�+77��pp,�T� ... ?�Ii: '•t]I'', ):�,. '!^y:}..+nu,,k„•+N���r`.,'.�w]trF.f�:i'a.�i:� •. J.L']''�7�L]�, ;rJ� �c,;_..y-. '.� rai�;'}`:24•;+•C;% z3i• )r' Nux. r4,�+�'��„f.^'.'•lid..:i y=r4.l,j•r 2!�'I .�'r,�: , '. . it O T Ywy Capp -1 -�; NL qr `;}'', Yom;...7 V'.i���' 7�*`+tt,°!fi':.,d',`i q•.'" j;l?"�' ►V.y ! :','• •'/,.;.i.r.i::!;:�4:,:}',:A;jf:S' 'wSr.::.14.! 'O;:t::,;:.'.+il.:,is. y"� \;1.3•P 4j•':Nt�i'4�,Y�>i SAY'.. • '`t S;lG'•�i€i�r?;cy ,y;yh:"+'t..�a,:��y�::'X c;:',"i :y:•:,C..i., .. °S�fF01,y�o TOWN OF SOUTHOLD—BUILDING DEPARTMENT y z 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.jzov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector. r DEC 1 4 2021 LU 4 Z 0 1 'Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted..Where the Applicant is not the owner,an TOWN OF.F,`Y�DEPT. SOUTHOLD Owner's Authorization form(Page 2)shall be completed. TOWN v.,,;,;r✓�D Date:12/14/21 OWNER(S)OF PROPERTY: Name:Susan Munson S_CTM#1000-79-4-35 Project Address:650 Brigantine Ave Southold NY 11971 Phone#:570-296-5062 _ Emai!:susanfromcb@yahoo.com Mailing Address:650 Brigantine Ave Southold NY 11971 CONTACT PERSON: Name:AMP.Architectu-re,__Jess Magee Mailing Address:1075 Frankliville Rd Laurel NY 11948 Phone#:51-6721-4-0-160-- _-T Email:jmagee@amparchitect.com DESIGN.PROFESSIONAL INFORMATION: Name:AM- Architecture,Anthony_Portillo Mailing Address:1075 Frankliville Rd Laurel NY 11948 Phone#:516-214-0160 _ Email:aportillo@amparchitect.com .CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF'P.ROPOSED CONSTRUCTION- ❑New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes ii No Will excess fill be removed from premises? ❑Yes ®No 1 --- - -- -- -------- I PROPERTY INFORMATION i Existing use of ropertrSingle Family_.Residence use of pro_pe_rty_:�S _le_.Family _Residence , t Zone or use.district In which-premises is situated: -Are there any covenants and restrictions with respect to R=40 NC this,property? OYe"s lig No. IF YES; PROVIDE A COPY. i B Check Box after Reading; The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by ! Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone ordinance of the Town of Southold,Suffolk,County,New York and other applicable laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and in bullding(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal law. Application Submitted B A P Architecture @Authorized Agent ❑Owner pp y(print name): _,. g �f � ! Signature of Applicant: Date: STATE OF NEW YORK) I SS: _ COUNTY OF Suffolk ) AMP Architecture I being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, agent (S)he is the i (Contractor,Agent, Corporate Officer,etc.) f 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 trueto the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of J c�? �� . 20� / ;y� x� - Natary Public ''. ` S......OF �. Deborah Orlowski Notary Public,&ate of New York *`_ No.01OR6280392 PM PROPERTY OWNER AUTHORIZATION.... `K - QoalirwdinSuffolk cooty CommissimEVim0Sn3n0Z(—;1 (Where the applicant Is not the owner) i !, residing at r (do hereby authorizeAMP ARCH TECTURE to apply on Valf to the-Town of Southold Building Department for approval as described herein. 12l Owner's Signature Date Print Owner's Name 2 SafFO[ -c IJI,LDING DEPARTMENT Electrical Inspector -9Y V TOWN OF SOUTHOLD61 ' own H I Annex - 54375 Main Road - PO Box 1179 y APR 2 B 202 Southold, New York 11971-0959 o • y�101 �agUILI)tNG D6PT v ephone (631) 765-1802 - FAX (631) 765-9502 TOWN OF S�ogerrCcr�southoldtownny qov (c� seandsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 4120 y Company Name: ea 0 2 Name: License No.: email: d� Address:; Phone No.: 2 JOB SITE..IN.FORMATION (All Information Required) Name: �1l Address: I e w� Cross Street: Phone No.: ,234 9 _ Bldg.Permit#: H'7 3 2 ,� email:�� .nCLD Tax Map District: 1000 Section: -7 9 Block: Lk BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YE NO Rough In Final Do you need a Temp Certificate?: ES -0 Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service -Fire Reconnect-Flood.Reconnect- Service Reconnected - Underground - Overhead Underground-Laterals. 1- 2 H Frame Pole• Work done on.Service? Y N. Additional Information: PAYMENT DUE WITH APPLICATION q_ /ZJ ea �q_D Request for Inspection Formals �el/ I b 159 v B,UL�DING DEPARTMENT- Electrical Inspector o��S�FFOI,f-C (� i5 TOWN OF SOUTHOLD :. ow H I Annex - 54375 Main Road - PO Box 1179 CZ APR 2 ��� Southold, New York 11971-0959 • y�ol �a BUILDING DEPT (631)(631) 765-1802 - FAX'(631) 765-9502 -TOWN ?oaerr(cr south old townny.gov — seand(a�southoldtownnY.�ov APPLICATION FOR ELECTRICAL INSPECTION- ELECTRICIAN INFORMATION (Ail Information Required) Date: +-} Company Name: ' `-1-ee t) (2 Name: License No.: email: Address:. Phone No.: 2 JOB SITE INFORMATION (All Information Required) Name: f1 Address: Cross Street: Phone No.: Bldg.Permit#: �-{� Tax Map District: 1000 Section: Block: L t: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YE NO Rough In Final Do you need a Temp Certificate?: YES . NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service -Fare Reco-nnect-Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals. 1- 2 H Frame Pole• Work done on.Service? Y N Additional Information: — RrAYMENT DUE WITH APPLICATION q 15g S Request for Inspection Formals l I PERMIT# Address: I 1 Switches Outlets 1 c� GFI's I Surface Sconces (' I H H's UC Lts '1 Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo I Cooktop T ransfer Hood Service Special. Amps Have Used 1 Comments j Bunch, Connie From: susan munson <susanfromcb@yahoo.com> Sent: Sunday,June 26, 2022 2:14 PM To: Bunch, Connie Subject: Fw: Attachments: IMG_6120 jpeg Good morning. The township inspector asked me to forward this information attached to you. 1. Plumbing rough opening inspection from the engineer is attached. 2. Photos with the doors removed are attached. 3. The final electrical inspection from the township will be done on this coming Tuesday 6-28-2022. 4. Anthony,the engineer who submitted my plans originally will be sending the township a letter this week stating that the doorway will be submitted as is. Thank you. Susan Munson 650 Brigantine Drive Southold,NY 11971 570-234-8476 i q-7 3A AM PArch itecture Address:10200 Main Road,Unit 3A,PO Box 152,Mattituck NY 11952 Phone:(631)603-9092 Design + Build September 26, 2022 SEP 2 F 2022 P i,I ILDIR�D�l=I: Re: Munson 650 Brigantine Ave Southold NY To Whom it May Concern, Enclosed please find four copies of the amended plans. Below are the following revisions per John's inspection: • Removed door from exist. hallway into new butler pantry(see page A-103.01) • Removed door from new butler pantry into new den (see page A-103.01) Please contact our office if you have any questions. Thank you, Jess Magee A"Uf an Page i of 1 (5ENERAL= Q U _ EX15TINO TO BE DEMOL15HED NEW PARTIAL HEIGHT WLu Z O WOOD FRAME (L.G. STL. `/ /' j W m N EXISTING TO REMAIN WHEN APPLICABLE) /'y� J F- TA NEW FOUNDATION WALL Lu �---{ NEW WOOD FRAME (L.G. Q W }: -----{ 5TL. WHEN APPLICABLE) = Z NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL = Z WOOD FRAME (L.G. STL. ® POST FOR 4 WALLS J J WHEN APPLICABLE'.) (MIN. (2) 2"xb" STRUCTURAL H Lo � POST FOR 6" WALLS), U.O.N. W O O NEW 2-HR FIRE RATED O WOOD FRAME (L.G. STL. a- LO m WHEN APPLICABLE) >- [t m Z O = O FLOOR PLAN NOTE'S z Z W Q J DOOR NOTE: 00 Oi I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON J PLANS BY 'JELD-WZ EN' (OR EQUAL). 0) O 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON Z O PLANS BY 'THERMATRU' (OR EQUAL). J O 3.DOOR TYPE TO SELECT Y 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS Q z 4 5.INSTALL AS PER MANU SPEC.'S vi 6.PROVIDE (2) 2"xa" HDR.,U.O.N. m J N 1. SEE PAGE 6-003 FOR ALL OTHER FRAMING LL. W CO ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. STAIR 4 RAILING NOTE: 2O I. ALL NEW STAIRS SHALL HAVE MAX. 7-5/4" R1 O Q # MIN. 10" Tr - RISERS SHALL BE CLOSED J O NATURAL LIGHT I$ VENTILATION NATURAL LIGHT 4 VENTILATION OSMOKE DETECTOR / GO DETECTOR NOTES: (HABITABLE SPACE) (HABITABLE SPACE) 3 I. CONTRACTOR SHALL PROVIDE CODE' COMPLIANT SMOKE /CARBON MONOXIDE COMBINATION DETECTOR FLOOR AREA 126 S.F. FLOOR AREA 175 S.F. W HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 2.INSTALL ALL AS PER MANU. SPEG.'s 3.SMOKE DETECTOR AND CARBON M0140XIDF DETECTOR % REQ. S.F. PROV. % REQ. S.F. PROV. IN COMPLIANCE WITH LOCAL CODE LIGHTING;MIN. 8% LIGHTING;MIN. b% V OF FLOOR AREA 10.1 S.F. 14.5 S.F. OF FLOOR AREA 14.0 S.F. I9>.5 S.F. H OWINDOW NOTE: VENTILATION;MIN. VENTILATION;MIN. = J 1. ALL NEW WINDOWS $ DOORS SHALL BE ANDERSON 4% OF FLOOR AREA 5.0 S.F. 14.3 S.F. 4% OF FLOOR AREA 7.0 S.F. 18.5 S.F. V J 2.CASEMENT,DOUBLEHUN6,OR 6LIDIN& (AS NOTED); 4 B 0-0), B 4 B INSTALL AS PER MANU. SPEC.'S. FOR SUBSTITUTIONS,SEE NOTE #q IN "6LA55 WINDOWS AND DOORS" ON PAGE 6-002 IF CASEMENT 6'-5" 13'-1" WINDOWS - ALL GSMNT WNDWS 5HAL_ HAVE STRAIGHT ARM HINGE WHEN V ___ _ _ 3.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE NEW(2) 2"xa" HDR TRP. POST NEW (2) 2"x10" HDR TILT WASH TO RIDGE 4.ALL &LAZING WITHIN Ib" OF FF TO BE TEMP. 6L. 5.SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND WINDOWS (TYP. FOR ALL) U.O.N. - PROVIDE (2) 2"x10" HDR. U.O.N. I-I ren EGRESS NOTE: r' 6 A b =N IN COMPLIANCE WITH NEW YORK STATE BUILDING z CODE,SECTION 8310.2.1;THE FOLLOWING MEANS OF = NEW Q1 \\ EGRESS SHALL BE FOLLOWED: _ t- p BEDROOM y2„ , NET CLEAR OPENINO........... 5.7 S.F. `r I � CATHEDRAL r b_5 NET CLEAR HEIGHT............... 24" MINIMUM - w OLENET CLEAR WIDTH................. 20" MINIMUM zcV QINEW EXHAUST FAN SHALL BE INSTALLED WHERE �Qr 3'5VENTILATION I5 NOT MET BY MEANS OF` NATURAL N Q OCIRCULATION THROUGH WINDOWS OR DOORS TO 4 SM O 1 �= NEW DENOUTDOOR SPACES AS PER NY5 MECH. CODE SECTION 1102GA HEDRAL403.3.2.3; INSTALL AS PER MANU. SPECS -11m xQ NEW DN NEW FLOOR: t- „ 3mMINR7.-15' I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE d SCREW); NEW 2'x8 G.J. Q NEW WALK-IN ® I6" o.C. m= I �SCREW PERIMETER OF 5HEATHING 4" O.G. d 12" O.G. GL. EM/GO INTERIOR. TRP. POST z x 22.NEW FINISHED FLOOR PER H.O. SELE6TION - — - - TO RIDGE N 102I�_c;J2NEW 4"x3" ALUM. DOWNSPOUT (TYP.) MODIFIED F. O GUTTER HIGH POINT (TYP.) LA -N 5 BATHROOMNEWWITHOOR 'I`OALL NEW WINDOWS SHALL BE ANDERSEN; 1145TALL AS PER MANU. SPEG.'s. SEE PAGE "G-003" FOR NAILING 4 STRAPPING DETAILS. � RELOCATED SINK L**SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER*� ° R � �;'Y iv inWINDOW CHAR S.F. EXIST. z ------------ =N 2'-0°�' KITCHEN x ® W EGRESS z CLEAR ' ROUGH OPENING WINDOW DIMENSION v O TAG TYPE MODEL # OPENING v WIDTH REQ'D: 20" - WIDTH HEIGHT WIDTH HEIGHT HEIGHT REQ'D:24" N-0 LAUNDRY m DW --- -- � -� OPEN REQV: 5.7 5.F. 6'-3" 6'-3" w Q ROOM ° NEW � � NEW \ °" A AWNING AAN210110 2'-10" i'-10" 2'-9 �" I'-4 �" I B� CASEMENT AGW263a 2'-6" L 3'-b" - L 2'-5 2'-II EGRESS m GL. GL. Q - - _ � t O DOOR SCHEDULE 1 EXIST. HDR � � PROJECT: _ DOOR MATERIAL EXIST._ r MUNSON � dj � WOODEN TAG DESGRI PTI ONp 4 NOTES DECK ADDITION = EXIST. EXIST. LIVING WIDTH HEIGHT p 1 j A 45 MIN. RATED ATTIC �r'� BATHROOM ROOM SELF-CLOSING LHATGH _- 11%-4' FLOOR O FFIRSIT _ _ __,__-__.__ _ _ o EXIST. 650 BRIGANTINE AVE X . 101 51NGLE SWING 2'-O" 6'-a" l BEDROOM o T ® SOUTHOLD, NY, 11971 102 SINGLE SWING 2'-6" 6'-b" • �I v - DRAWING TITLE: 103 BYPASS 4'-O" b'-b" • I EXIST. LJIIII PROPOSED FIRST FLOOR PLAN - � (� EXISh.� 2'-l0' � 104 SINGLE SWING I 2'-10" b'-a" • l 13'-II" 2'-0" O O L N N r'-01. 0 0 6' qvy PAGE: rn n b'-by cV ®N0 A-103m0 :1 - z DATE: 11/30/21 7 OF 11 PROPOSED FIRST FLOOR PLAN SEP 9 F 201) , 1 21�4 S.E. HASITA5LE SPADE- 12of4 S.F. CROSS AREA SCALE: I/4" = I'-o" '�5� y � y,;• Cj 07 SITE PLAN HATCH KEY: O PROPOSED BUILDING ADDITION a C.1 OCCUPANCY 0R Q i PROPOSED ACCESSORY STRUCTURE O W Z O APPROVED AS NOTED USE IS UNLAWFUL � VV u J _ � DATE: P. a �` I C I-IOUT CE�Ti�ICATE PROPOSED 2ND STORY F- . a. W FEE; 0. 0 - BY: OF OCCUPANCY NOTIFY BUILDING DEPARTMENT AT Z OJ � Z 765-1802 8 AM TO 4 PM FOR THE r' FOLLOWING INSPECTION& ' � F- Lf) Y 1. FOUNDATION - IWO REQUIRED FOR POURED CONCRETE �(,t F A(5E E� : 0 O IIXO 2. ROUGH - FRAMING & PLUMBI COMPLY WITH ALL CODES OF O >- dam' 00 3. INSULATION NEW YORK STATE & TOWN CODES 4. FINAL - CONSTRUCTION MUST AS REQUIRED AND CONDITIONS OF - S-OO PROJECT LOCATION &SCOPE � BE COMPLETE FOR C.O. FROFOSED I-STORY ADDITION SITE PLAN & ZONING DATA z 0 ALL CONSTRUCTION SHALL MEET THE i SOUTHOLDTUT]rZBA - RMO�I NC ONE EDROOM AND ?ADD I NC ONE 5DROOM Z REQUIREMENTS OF THE CODES OF NEW SOUTF!OLD TOV"J Flpl,",P.'s BOIRD YORK STATE. NOT RESPONSIBLE FOR Q J DESIGN OR CONSTRUCTION ERRORS. SOUTP%D TOVI TRUSTEES ,0 0 GENERAL NOTES 00 ENERGY TABLE Z � c04 N.`i.S.DEC rq r-I -c,(ec4-r, 'c,-C c �•S( _ _ STRUCTURAL DESIGN CHARTS Z 0 FO�E�T DATA : F ETA.!P1 STORM WRT ER RU `DOFF PJRSU;;sJT TO CE'•I,APTER 236 C�-OC.�j.00 HOEDOWN, ANCHOR BOLT, Q Z � All exterior lighting � CODE. � J N ;installed,repl4ced or OF THE TWIN STRAPPING, & NAILING DETAILS LO cc vq repaired shall conform I=ROJEGT / ZONINO DATA FASTENING SCHEDULE e-I _ O to Chapter 172 __�� ^� of Ch �� er172 TAX MAP # 1000-701-4-35 -.®® FRAMING GRAPHICS ZONING DISTRICT R-40 NG BEAM CONNECTION PATTERNS _.. .._ _. 1 .. - FIREBLOCKING DETAILS � ,., : LOT AREA 0.46 ACRES = PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE GofO - I FAMILY DWELLING Z11375; 12/16/10152 A- O .QD PROPOSED DEMOLITION PLANS w CERTIFICATE OF OCCUPANCY Gofo - ALTERATION 301612; 4/24/2018 116- 0 SOLDER USED IN WATER SUPPLY SYSTEM CANNOT FEMA FLOOD ZONE x � EXCEED 2/10 OF 1% LEAD. _ - - __ .. �_ __ A- O� .00 PROPOSED FOUNDATION PLAN Q HABITABLE SPACE EXISTING PROPOSED �1 �re.. BASEMENT AREA 40"1 S.F. 407 S.F. 56 4°05'10"E 100.0' FIRST FLOOR AREA 1,2014 S.F. 1,2x4 S.F. A- 05.00 PROPOSED FIRST FLOOR PLAN O 1 I TOTAL BEDROOM COUNT 2 2 10' SIDE YARD SETBACK A- 104.00 PROPOSED ROOF PLAN 51.0' 122.8' I LOT GOVT:'RAGE 1 %- ;; � ON/ 9b LOT r/��j� r STORY /•;i ,� v DESCRIPTION (FOOTPRINT) AREA COVERAGE it ADDITION;:i;� - -iii,/�' TOTAL LOT AREA 20,000.0 S.F. -�o .�® PROPOSED EXTERIOR ELEVATIONS -T fl) 48 5 EXISTING I-STORY HOME 1387.0 S.F. 6.0196 z �\\ � � EXISTING DECK 1,107.5 S.F. 5.595 w PROPOSED ADDITION 351.0 S.F. J IAS A-50 1 .00 BUILDING SECTIONS I STORY FRAMING HOUSE �' DESIGN DETAILS n SARASE UNDER ry I FRAME m I cy TOTAL AREA OF ALL STRUCTURES 2575.5 S.F. 14.495 DECK, ASPHALT DRIVEWAY I E { EGK _ "MAXIMUM LOT COVERASE ALLOWED - 20% DWV/ WATER SUPPLY RISER , I 17S' 6 N 7.0' O O b•6 50.o 101.5' AS RISER / REG2UIRED SETE3A0K5 - MAIN BUILDING �5' FROI'�T SETBACK I \ REQUIRED EXIST. PROPOSED COMPLIES N ASPHALT DRIVEWAY ( FROM YARD 35.0' 301.0' 301.0' Y w Fq / FRONT' YARD 35.0' 50.0' 50.0' Y v w 13 51 DE YARD 10.0' 30.5' 15.01' Y REAR YARD 35.0' 101.5' 1215.0 Y w u� \ P ►- _ \_ �-- - - - - - - - - - - - - - - - - - - � PROJECT. N64°05'1 O"W MUNSON ADDITION 5 R I C A N T I N E D R I P 650 BRIGANTINE AVE SOUTHOLD, NY, 11971 'a,:�' �k,q=�H•�.. .;�_ ..�, , . ... DRAWING TITLE: .'".,� 01' ,x^ r..�...-s,4•;,.y - - y`^ :cam 'tt+s "A•: c't` .�A, ^5' 3'. .„::�Y+^-t, ,.�a!r ^ •.,-.'is - .��'�i �'� ^�e '"�.- ,� c• v k �.arr�' ,;.z;u .r ('�.+'' ,..;'' 'E:°A�` ,'am•'.,= " ,e PROJECT LOCATION & SCOPE �l. ,F;.,t r a. }-'a Y .,{.,' dFe< � 4i Ra } .i" w,,n ;. k .� ,� # �., 4•., � a � r' .Y t� ffi�. SITE PLAN & ZONING DATA q3p, ,p a> "r� �-, � a �x�,ta '�„, ,� •@ �., ✓•� ,y `' t<.'�: :.{ 'da, ta' 'Y.;, `�a};,- g k •„ z- 7 ..t: w, "T , >* .S', k g .fix>8 �'. ? �., "�,�, �. �r�,, •<�•,�;; �, ,,,�^pa �, s�„ •` ,�� •;�;.,�. ��� �� y, ,�� ��. } ; �� =��a � � ��g eF' ,�: h�, PAGE: ,' } ';a,' � £`•"»�,��� � £,<,�r '+� r � ; �• i�. 't..�� fir' T' ! ,.fK �� vCA' ��. s�$. '"Iv��a� ems::„�., i .t:kx .�^.'4. •^� '"�..ktf.`8- i -�n�i, e� "i ,� _ ,.T„-. .�, t:. � r R�s#.��..,r_ ��.� a$ -0n ��"`, s�, i _ t y} e _ _ ay,;, 'r'§y'Y g - A _ �`x: fad • ..,, 00 ,a ��a z ¢ ~i'.,.& � ., :� �a-.�'�' .h' 'k, �^� Y - '+ #�, „ � / '' sM' �» }b:SF 'Y.• r1 k6 a'9q..•v4 _ \- i •,,y,� k'Y " ''� S. ^la + j a � � � €�`,2' R: ■ § .4. s ,,. ..�� -y'`� `'�•>ay_j �"' c i � ^'9 v �$az. �,e.� ',�' a � - h `da3�„ Vie. - Y'} � as � e. '}?t. >a.•`1��� i I r.Y- S 9 _v. P• ,.w �`'�e'`i.- , :'' Q a I s. Y s '+c I +1i t: "`- @£ `• "}'.a"ydt:'`e.: °fid riR, _^^«..;.F §Yi : , ' .' , , s_, ' �. DATE: 1/30/211 OF 11 p°'ai r 3; ,} 3°u..,' as _ ,� _ AOw,'. $ ..xa ;� ! YA, C 44 '�' i $0� 4F'S it d f 'a'K I.'R a• r.'rr " Y. SITE LAYOUT NOTES: I. THIS 15 AN ARCHITECT'S SITE PLAN 4 15 ; .. . ` '`'<�' ` �� .> N ` fl SUBJECT TO VERIFICATION BY A LICENSED �'.•` '£• '� r:�, Utz , 4,'.:. ?• V - .*.. ate' •p..o-..s;:,.:x x•r' "'�, .`' 'x -b`a �,� SURVEYOR. THE INFORMATION },� :a: s �r:�€t , <, ° ; REPRESENTED ON THIS SITE PLAN IS TO THE ARCHITECT'S BEST OF KNOWLEDGE. a , � `, � a k,d .,f�, S,o. �*<w•. ,., 01,5 �" I' �'` �t ': „5'ts, z' ^ !' r ,° ,1" ^, •st", a-, ,x' sE t x ;fir } ' dH. 2. SURVEY INFORMATION WAS OBTAINED a '} :•^a' �� fY``Y '� '4'+ § 'e*,t rei. ?,.:: tl"nz y�-.aNn�"v ':8; ,3,'ii-:�T^8'�?�. - .�^ .�;.i .p} „ ;. ^� �`, _ at tr �.f w.s .� y .' k i' j' "S'r'i•r_i�?''' FROM A SURVEY DATED OCT. 20, 2017 g _ .. y' q,.: x4 §}s § € \ x ' wpm m AND PREPARED BY: :> . '' �`r'. _ ' , 4 r a f r'a�=r.'}$ }x» .;E,i - ' b'y: 7¢ <• §£'. i.=„ .�4 D 2011 '�s' i -® "d•.r> - f fi ,x ;4(t s ra P, ";s 'v' r 'i" a „Y�" "`,' y' ,;a :q�,, `r '' •. an' :f' i<' 'q$<.t# �i+ '` ,gs`' ,$� ,t I - 'e ",��' '„ .' r iII�F�r ,t ': �,v a,,�j ..�f ma "{,a JOHN G. FREERS i,, - � �. �, `� • >s,.,�`°Y �t , � `. �,f ,alb a at. >A � � ��r _�� ,`,. .� ,�J ,,, �,,,' a ,� i.�, ,� wa,,f4': b EAST MAIN STREET x• <' .. N RIVERHEAD, NY 110101 S) TE FLAN 631-3601-5255 LOCATION MAP SCALE: I" = 15'-0" 50ALE: NTS NOTES � 5PEG I F I(ATI ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS F=OUNDATION. CONCRETE. AND MASONRY A55� `E X I AT I O� `S (L O I. ALL LUMBER SHALL BE DOU&LAS FIR LARCH #2 d BETTER (Fb = 8l5) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTOR5 TO VERIFY ALL DIMENSIONS OF EXI5TIN6 FOUNDATION AS IT () IT THE CONTRACTOR'S RESPONSIBLITY NT KEEP THIS CONSTRUCTION DOCUMENT BINDER APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE Q OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY BD. BOARD INSUL. INSULATION I- T06ETHER AT ALL TIMES. IT IS ALSO THE CONTRACTORS RESPONSIBILITY TO READ ALL NOTES, SUB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF C� SPECIFICATIONS,AND BE FAMILIARIZED J^IITH THE PLANS PRIOR TO WORK PRESCRIBED HEREIN. WHEN IT CAN E, SHOWN, AND THE AUTHORITY HAVING THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED BFE BASE FLOOD ELEVATION INT. INTERIOR � W = N 5" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR 2 ALL FOOTINGS TO BEAR ON FIRM,VIRGIN,UNDISTURBED SOIL J eN GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE BLDG. BUILDING 1 K KIPS (1000 LBS) F- T-I GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT _. I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL 5EAL/IN5ULATION. 51ZE OF SILL TO BE (2) 2"x6", UNLE55 (1) 2"x6" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD 5. 501L TO HAVE MIN. BEARING CAPACITY OF (1) TOWSQ. FT., U.O.N. Q W APPLICABLE BUILDING DEPARTMENT. BM BEAM MANU. SPEC.s MANUFACTURERS SPECIFICATIONS �; IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THI5 PS FORMAT, A5 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE,UNLESS � 2. ALL CON5TRUCTION SHALL BE PERFORMED IN A WORKMAN LIE MANNER. :, APPLICABLE AS A DERIVED WORK). B.O. BOTTOM OF 11 MAX. MAXIMUM O ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 4. AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HAN&ERS BY TECO OR OTHERWISE NOTED EQUAL. I. IDENTIFICATION: ALL 5OLID-5A.WN LUMBER, GLUED LAMINATED TIMBER, BOT. BOTTOM MEGH. MEGHANIGAL _j _ >. STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. PREFABRICATED WOOD I-JOISTS,STRUCTURAL COMPOSITE LUMBER, S. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. J .J 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL B.O.W. BOTTOM OF WALL MIN. MINIMUM �-' LA Y 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE,AND LOCAL CODES FLOORS ROOFS, AND WALLS. PANEL5, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING U L BACK FILL SHALL O PLACED AGAINST FOUNDATION WALLS AND AUTHORITIES HAVING JURISDICTION. � RULES SPECIFIED IN 1.1 THROUGH I.B. UNTIL 151 TIER OF FRAMING IS IN PLACE. CEILING JOIST � NAVD5.5 NORTH AMERICAN VERTICAL DATUM OF O� O O G.J. 1x88 b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, O O 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 7• FOOTINC75 TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWIN65. f1 Lo I= OF THE OMER/BUILDER COL. COLUMN NYC BG NEW YORK CITY BUILDING CODE INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED m 7. ALL BEAMS, GIRDERS, ETC TO HAVE MIN. OF 3-I/2" BEARING BY THE 6RADEMARK OF A LUMBER GRADIN& OR INSPECTION AGENCY 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED Z 5. ANY OMISSIONS OR DISCREPANCIES OF: PLANS AND/OR JOB CONDITIONS SOLID WITH CONCRETE. CONT. CONTINUOUS � O.G. ON CENTER O WHICH PARTICIPATES IN AN ACCREDITATION PR06RAM, SUCH AS THE SHALL BE GLARY-IED WITH THE ARGHITEGT/ENGINEER BEFORE PROGEEDIN6 8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. AMERICAN LUMBER 5TANDARD5 COMMITTEE OR EQUIVALENT. THE DBL. DOUBLE OCG. OCCUPANCY = 0 WITH THE WORK. CRADEMARK SHALL INCLUDE AN EA51LY DI5TIN&U15HABLE MARK OR 9. ANCHOR BOLTS SHALL BE IV ACCORDANCE WITH PAGE 6-003. ( IIx 9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE 6RADIN6 A5ENGY WHICH COMPLIES WITH THE Z b. NO DEVIATIONS OR GRANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-99. N ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION Q LLI UNLE55 APPROVED BY THE ARCHITECT/ENCINEER. DAYS OF 4,000 P.5.1., U.O.N. -J 10. ALL EXTERIOR BREATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. DIMENSION P. GONG. POURED CONCRETE -j 00 7. FORE THE OR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE 6-003. &ENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A 190.1 STRUCTURAL GLUED LAMINATED 6 GONG. SLABSPOLYETHYLENE L REST ON MIN. OF 6" FINE &FENNEL OR SAND WITH - p BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRADE,UNLE55 OTHERWI5E NOTED. SEE FLOOR PLANS TIMBERS. b MIL. POLYETHYLENE VAPOR BARRIER UNDER D.J. DECK JOISTS PL. PLATE Z Ori O FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN J '� 8. DRY WELLS A5 REQUIRED BY STATE AND LOCAL GORES. APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. EA. EACHPLYWD. 11PLYWOOD � �"� p 9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM P5055 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - ELEV. ELEVATION P.T. PRESSURE TREATED Z > 11. SUB FLOORING,GENERALLY, TO BE OF 3/4 THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLI5HING AND MONITORING (I) WALL TIE PER T SQ. FT. Q Z NAILING AS PER FASTENING SCHEDULE ON PACE 0-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOI5T5, THI5 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, DOCUMENT, THE COVERNIN& BUILDING CODE AND ANY ADDITIONAL EQUIP. EQUIPMENT REQ'D l REQUIRED _I CV CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND UL. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, LLJ CD APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EXIST. EXISTING Rl RISER LO w i 11. THESE SET OF DRAWIN65 ARE THE PROPERTY OF ANTHONY PORTILLO, IRA -- --------------"----" " O LA AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEI6HT5 AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: 51NOLE MEMBERS OR ASSEMBLIES 15. APPLY (U GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXTERIOR RM. ROOM PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH GRADE. O A5TM D5456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS 14. PROVIDE 'X' GRO55 BRAGIN6 AT JOISTS, 5TUD5, AND RAFTERS WHEN SPANS STRUCTURAL COMP051TE LUMBER PRODUCTS, TH15 DOGUMEN, THE 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 5'-0" AND AT EVERY 5'-O". 6OVERNIN6 OUILDIN6 CODE, AND ANY ADDITIONAL REQUIREMENTS A5 OF 40°F AND FALLING, UNLESS APPROVED BY ARGHITEGT/ENOINEER. NO FAR FLOOR AREA RATIO � BTL. STEEL 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 F.A.V. FRESH AIR VENT [S.V. SMART VENT W 14. THE CONTRACTOR SHALL KEEP PREM15E5 REASONABLY GLEAN AT ALL 0-003. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BYm WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE ARCHITECT/ENGINEER. FF FINISHED FLOOR TBD TO BE DETERMINED TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL F- IG. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS RUBBISH, WA5TE MATERIALS, TOOLS, ETC.; GLEAN &LASS AND LEAVE WORK W NECESSARY. SET FORTH IN AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE I5. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND FF ELEV. FIRST FLOOR ELEVATION � TEMP GL. TEMPERED GLA55 BROOM GLEAN. CONNECTED WOOD TRU55 CONSTRUCTION, THE TRU55 DESIGN DRAWIN65, WHERE EVER APPLICABLE. 15. THE CONTRACTOR SHALL CARRY WOR'<MAN'S COMPENSATION AND GENERAL IT PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PA6E5 6-003. OR THE MANUFACTURER'S GORE EVALUATION REPORT. F.J. FLOOR JOISTS TRK. [THICK ~ V 19. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTIN05 ARE TO BEA --- U J LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES I5. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE J015T A5 PER CODE. I.6. 6YP5UM: &YP5UM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. FOUND. FOUNDATION T.O.W. TOP OF WALL AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THIGKNE55 OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK - Q 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, ASTM 037 SPECIFICATION FOR 6YP5UM LATH, OR A5TM Gla CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORGINO. FRGS FLOOD RESISTANT CONSTRUCTION ELEVATICN l�Tr TREAD THE SUB-GONTRAGTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR 6YP5UM SHEATHING BOARD. COMPLETION OF PROJECT. la. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. FRAME - TYP. TYPICAL 17. THE GONTRAGTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, A5 PER PAGE 6-003. I.1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL N5 IN SOLID 8 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. I6 WIDE x 8 MEET THE PROVI5ION5 OF ANSI/AHA A135.4 BASIC HARDBOARD OF DEEP # 3'-O" BELOW GRADE. FRPR. FIREPROOF U.O.N. �1 UNLE55 OTHERWISE NOTED �� I ARGRITEGT/EN6INEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. P.T. SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. AOAIN5T ALL GLAIM5, DAMAGES, L055E5 AND EXPENSES, INGLUDIN6 ACCORDANCE w/ AWPA G22;WHERE DRILLING AND/OR GUTTING OCCURS,FIELD GLASS WINDOWS AND DOORS FTG. FOOTING VERT. VERTICAL TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.5 STRUCTURAL PANELS:ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF I. ALL 6LA55 TO BE INSULATED LOW-E,UNLESS OTHERWISE SPECIFIED. THE WORK PROVIDED THAT ANY SUCH CLAIM,DAMAGE, LOSS OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL "F IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER - 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 CLEARANCES ARE PROVIDED. H.D. HOLD DOWN W/ WITH ITSELF INCLUDING THE LOSS OR USE 151-f! PRO THEREFROM). (B) IS CAUSED K MANUFACTURER SUCH AS: HANOER5, NAILS, SCREWS,FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD 1 (P5 1) CONSTRUCTION AND ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE,DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY HDR HEADER WD. WOOD 1 WHOLE OR IN PART BY ANY NEGLIGENT AOT OR OMISSION OF THE 3. ALL SLIDING 6LA55 DOORS, SKYLIGHTS, AND ANY 6LA55 UNIT INSTALLED CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR WOOD-BA5ED STRUCTURAL- USE PANELS, APPLICABLE CODE WITHIN IS HE FIMSRED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, HNGR HANGER ZR ZONING RESOLUTION EMPLOYED BY ANY OF THEM, OR ANYONE: FOR WHO5E ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. UNLESS OTHERWISE NOTED. BE LIABLE REGARDLE55 OF WHETHER OP: NOT IT 15 CAUSED IN PART BY A A. TRU55 JOIST MGMILLIAN 1.9E MIGROLAM 4. ALL &LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH HOR. HORIZONTAL PARTY INDEMNIFIED HEREUNDER. B. CEOROIA PACIFIC 2.OE 6-P LAM 1.8.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND - P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET MANUFACTURERS SPECIFICATIONS. I5. ALL MATERIALS, ASSEMBLIES, AND METHOD CONSTRUCTION INGLUDIN6 A. TRU55 JO15T MGMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY BUT NOT LIMITED TO FORM-WORK, BLOCK.-WORK,, FRAMING, NAILING, PLACING ALL TO BE INSTALLED AS PER MANUSPEG.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE . OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED THE CONTRACTOR ENERGY CONSERVATION CONSTRUCTION GORE. INSULATION ������I �� � FENESTRATION �� ����� ®� �� TO BE SURE THEY ARE IN ACCORDANCE INITR THE DRAWING0 S,SPECIFICATIONS, STANDARD FOR WOOD-BA5ED STRUCTURAL- USE PANELS OR APPLICABLE CODES AND GOOD PRAGT16E. DEVIATIONS FROM THE DRAWIN65 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. 6. PROVIDE FLA5HIN5 PANS UNDER ALL 5LIDINC 6LA55 DOORS, WINDOWS, OR AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE 60VERNIN6 BUILDING CODE, ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. AUTHORIZATION OF THE ARCHITECT/ENGINEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL GORE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A205.1 AND ANY 1. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWIN65 REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF 5UGH UNITS. PROPOSED DESIGN GORE PRESCRIPTIVE VALUE 4 NEEDED, UNLESS OTHERWISE SPECIFIED. /ALL DIMENSIONS AND CONDITIONS 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. COMPONENT GOMPJL I ES PERTAINING ARE TO BE FIELD VERIFIED. NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE 8. ALL 6LA55 I5 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 VALUE G I TTI ON (PER 2020 NYSEGGG) OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS SHOULD BE GUARANTEED BY THE: MANUFACTURER FOR A PERIOD OF 5 YEARS. 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA A194.1 CELLULOSIC WHICH INTERFERE5 WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0205 STANDARD SPECIFICATION FOR 9. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH 1 IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLUL0510 FIBER IN5ULATIN6 BOARD. ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE U-VALUE = 0.25 MAX. U-VALUE = 0.32 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. CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH FENESTRATION U-VALUE AIR LEAKAGE: = 0.30 GFM/5F � MAX. AIR LEAKAGE = 0.30 CFM/SF YES SPECIFICATIONS, UNLE55 NOTED OTHERWISE 1.5.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL 51DIN6 USED IN THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE I PER R402.4.3 TABLE R402.1.4 - CLIMATE ZONE: 4 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT f'F LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, ---" -1 MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I 22. PROVIDE FiREBLOGKINb AS PER NEh!YORK AGGE551BIL1'TY STANDARDS. ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (P5- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS. ROLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION R-4q SPRAY FOAM INSULATION MIN. R-VALUE = 49 YES UN PLEASE NOTE THAT TRESS PLANS ARE PROTECTED AGAINST ANYAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS REPORTSCEIL . 10. WINDOWS IN TUS/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL 8E 'I"OF THE HOLE SHALL NOT BE CLOSER THAN 5/5" TO THE EDGE OF THE STUD. ING R-VALUE THICK (R=7/INCH) PER TABLE R402.1.2 - CLIMATE ZONE 4 UN COPYRIGHT PROTECTION ACT OF 1990 (AWOPA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GRO55-5ECTION. TEMPERED CLASS. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL CODES AND REF-ERENCE STANDARD: 25. FOR NEW WALLS, A PERFORATED 5HEARWALL 5Y517EM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. 1. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE EXTERIOR (2"xb") WOOD R-21 BATT INSULATION MIN. R-VALUE = 20 (CAVITY) YES STATE BUILDING GOD=, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 NOTES, AND TABLES ON PAGE 6-003 d 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B (5.2.1 SQUARE AND MI551LE TEST OF A57M Ei99b AND ASTM E1556 AS MODIFIED BY 2020 NYS BG FRAME WALL R-VALUE PER TABLE R402.1.2 - CLIMATE ZONE 4 N NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND S0REW5 (INCH SERIES). SECTION 301.2.1.2.1. 6ARAOE DOOR GLAZED OPENING PROTECTION SHALL MEET - _ ~ STATE ENERGY CONSERVATION GON5TRUC:TION CODE. SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENIN6 THE REQUIREMENT5 OF AN APPROVED IMPACT-RE515TANT STANDARD OR w SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAO 50REW5: LAG SCREWS OR LAO BOLTS SHALL COMPLY WITH ANSI/ AN51/DA5MA 115. FLOOR R-30 BATT INSULATION MIN R-VALUE = R-30 PER TABLE R402.1.2 - 2 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEG.'s). ASME $15.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). CLIMATE ZONE 4 YES, 0O WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH _.-__ _ _- U CONSTRUCTION MANUAL BY THE AMERICAN FOREST 8 PAPER A550CIATION 2.2.3. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES A THICKNESS OF NOT LESS THAN J" AND A SPAN OF NOT MORE THAN 5' SHALL (AFBPA) AMERICAN WOOD COUNCIL (AWG). 26. COLUMN BEARING AS FOLLOW5: SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGN BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND COMPLIANCE STATEMENT: WOOD P05TINO TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE TREATED WOOD 4 FLA5HIN5. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. PLUMBING CODE. WALL w/STEEL SHIMS d A MIN. 3/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE SECURE w/(2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT w 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING 51ZE ANDCORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED Q MECHANICAL CODE AND 2020 NEW YORK; STATE FUEL OAS GORE. POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" &A&E ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, ON THE BUILDING. 0 WIDE 3 GOUR5E5 OF SOLID BRICK MA50NRY CENTERED ® P05TIN6, U.O.N). 6RADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL TABLE R501.1 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC HOWEVER, WHEN COLUMN OR P05TIN6 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE 60VERNING BUILDING CODE AND ANY CLIMATIC $ GEOGRAPHIC, DESIGN CRITERIA CODE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S PLUMBING CONSTRUCTION CODE. GODS EVALUATION REPORTS. I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS STANDARD SHEARWALL HARDWARE (w/NOTED VALUER) d ANCHOR BOLTS, ARD SYSTEMS TO NYS, PLUMBING GORE AND NYS DEC REGULATIONS. GROUND SNOW LOAD 25 LBS: U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4 BENT PLATE 5 LONG MUNSON N/b" R15E 4 W(2) 5/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LEGS 2.2.5 SPECIFICATION FOR DRIVEN FAS. NAILS: NAILS SHALL COMPLY ITENERS: NAIL5,75PI E5,AND STAPLES. 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. STRUCTURAL MEMBER ALLOWABLE BASIC WIND SPEED 130 MPH SET b DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE 6-003. DEFLECTION GENERAL WIND PROTECTION CONNECTION 1,407t5: 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC, NAILS AND STAPLES 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION ADDITION ADAPTED FROM STANDARD FOR HURRICANE RE515TANT RESIDENTIAL SHALL MEET THE REQUIREMENTS OF THE 6OVERNIN6 BUILDING CODE AND AT BASE OF VERTICAL WASTE PIPES. RAFTERS HAVING 5LOPE5 &RENTER THEN 3/12 EXPOSURE GATE60RY B CONSTRUCTION;55TD 10-99 AND 2015 5BC� HIGH WIND EDITION WOOD FRAME AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE L/150 CONSTRUCTION MANUFACTURER'S CODE EVALUATION REPORTS. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/5" PER W/ NO FINISHED CEILING ATTACHED TO RAFTERS I. A CONTINUOU5 LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, SEISMIC DESIGN GATE6ORY B FLOORS, 5TUD5 AND ROOF FRAMING SHALL BE PROVIDED. ASPHALT ROOFING 5HIN&LES FOOT. I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLA55-A ASPHALT ROOFING 2.2.7• SCREWS: SCREWS SHALL COMPLY WITH AN51/A5ME B 15.6.1 INTERIOR WALLS b PARTITIONS H/150 2. APPROVED CONNECTORS, ANCHORS AND OTHER FA5TENINC DEVICES NOT SHINGLES OR APPROVED EQUAL. WOOD50REW5 (INCH SERIES). 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: WEATHEERIN6 SEVERE: 650 BRIGANTINE AVE INCLUDED IN THE`. STANDARD BUILDINGS GORE, SECTION 2306 OF IBC SHALL - DISH WASHER.........................................2 BE USED IN ACCORDANCE WITH MANUf=AGTURER'5 RECOMMENDATIONS. 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE INSULATION - KITCHEN SINK........................................2" FLOORS B PLASTERED GEILIN65 L/360 FR05T LINE DEPTH 3'-0" SOUTHOLD, NY, 11971 - LAVATORY...............................................2" NOTED. ALSO, GONTRAGTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED , 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED AND WATER BARRIER FROM EDGE OF EAVE TO 24" IN51DE EXTERIOR WALL FIBF-ROLA55 BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. - 5HOWER/1UB"""""""""'•"'•••""""""""2 ALL OTHER STRUCTURAL MEMBERS L/240 DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORRO51ON IN COASTAL LINE. B 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. FOIL TO BE PLACED TOWARD WARM SIDE. - TOILET........................................................3" TERMITE MODERATE TO HEAVY AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. - LAUNDRY .................................................2" DRAWING TITLE: „ - FLOOR DRAIN..........................................3" �EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH Hr60 ICE BARRIER REQUIRED YES 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF 2. PROVIDE 2 R-10 RI61D FOAM INSULATION FOR EXTERIOR FOUNDATION GENERAL NOTES CONSTRUCTION. WALLS FROM 6" BELOW GRADE TO 24" BELOW KENDE IF DESIRED BY b. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" EXTERIOR WALL5 - WIND LOADS W/ BRITTLE FINISHES L/240 SHEATHING AND SIDING, FRAMING ANc:HORS OR CONNECTORS SHALL BE CONTRACTOR OR OWNER. GARS SHOULD BE TAKEN NOT TO DAMAGE 6. ROOF. ENERGY TABLE PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S FOUNDATION WATERPROOFIN6. AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. SPECIFICATIONS. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS 3. GENERALLY, UNLE55 NOTED OTHERWISE, INSULATE AS FOLLOWS: 7. PROVIDE FR05T-PROOF H05E 5155 WITH EASILY ACCESSIBLE DRAIN B 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING 5. NAILING OF ROOFING SHALL BE TO CODE. - 9 R-30 FOR FLAT GEILIN65 DRAIN GOOKS AS REQ'D. HOSE BIBS SHALL BE PROVIDED WITH BACKFLOW RAFTERS EXCEPT WHERE COLLAR TIES OF 1"xb" OR 2"x4" LUMBER 15 - 5.25" R-300 FOR VAULTED AND CATHEDRAL GEILIN65 PROTECTION. LOCATED IN UPPER THIRD OF ATTIC 5FACE AND ATTACH TO EACH PAIR OF 6. CORROSION RE515TANT II 6A5E ROOFING NAILS AND Ib GAGE STAPLES ARE - 5.5" R-13 FOR 2"x4" WALL CONSTRUCTION RAFTERS. PERMITTED - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION 5. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED - 5.25" R-21 FOR FLOORS WITH BACK FLOW PROTECTION. 5TRUGTUFAL PF-SICSN LOADS PAGE: 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. 7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR 2:12 PITCHES TO 4:12 PITCHES 9. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45" AND EVERY HEALTH DEPARTMENT STANDARDS AND REGULATIONS. USE LIVE LOAD 'DEAD LOAD G-002OO I6' WITHIN 4' OF EXTERIOR CORNERS. 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF THE SEALANT TO UPLIFT FORGES USING ASTM D 6381. ELECTRICAL: 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR - ■ 5. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO CONGEALMENT OF PLUMBING. EXTERIOR BALCONIES 40 psf 15 psf TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER TO 2017 NATIONAL ELECTRIC CODE, NFPA 70 AND 2020 NEW YORK STATE OF " AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE ENERGY CONSERVATION CONSTRUCTION CODE. 11. NOTCHING AND BORING OF SUDS,JOISTS, RAFTERS AS PER BUILDING CODE. PROVIDED WITHIN TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR NO NOTGHIN& AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED DECKS 40 psf 15 psf BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' IN CONCRETE/MASONRY 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON NOR ANY POTENTIAL DAMAGE'THEREOF. I- DATE: 11/30/21 2 OF 11 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS 5YP5UM WALL BOARD COMPLETION OF WORK. PA55ANCER VEHICLE 6ARA&E5 50 psf AS PER PLAN AND AT 5PAGIN6 NOT EXCEEDING WON CENTER. I. &YP5UM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT COMPOUND METHOD. 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 12: - GENERALLY,VERIFY OR PROVIDE HARD WIRED ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42") 10 psf 15 psf 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLESS SMOKE DETECTORS w/BATTERY BACK-UP IN: OTHERWISE NOTED. WATER RE515TANT (W.R) AT BATHROOMS AND WHERE ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf DEEMED APPLICABLE. A. EACH SLEEPING ROOM 3. 5/5", ONE HOUR RATED, TYPE 'X' 6YP5UM BOARD ON CEILING AND WALL5 B. OUTSIDE OF EACH SEPARATE SLEEPING ROOMS OTHER THAN 5LEEPING ROOMS 40 psf 15 psf (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET AREA IN THE IMMEDIATE VICINITY OF IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUGIN6 THE BEDROOMS (GENERALLY THE HALLWAY) 5LEEPIN6 ROOMS 30 psf 15 psf EQUIPMENT,CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL CONCRETE PANELS OF 5/8 G. EVERY LEVEL OF DWELLING THICKNESS MINIMUM. STAIRS 40 psf 15 psf l (BASMENT, FIRST FLOOR, d SECOND FLOOR, ETC) 4. FINISH JOINTS, J-BEAD5, NAIL DIMPLES, CORNERS,AND ED&E5 SHALL BE GUARDRAILS AND HANDRAIL5 200sf 15 psf TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS p TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 sf 12 psf FOR ATTIC ALL OPENINGS. P IS psf FOR CATH. 6. FASTEN 6YP5UM BOARD AS PER FASTENING SCHEDULE ON PACE 6-003. *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH A50E 7-10 (MINIMUM DEVON LOADS FOR BUILDINGS AND OTHER STRUCTURES) HOLDOI�N DETAILS TY ' GAL. NIA I L_ ��/ TRA I �� 'SOU I R M 1�T� FOR FASTENING SCHEDULE A a ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER UFL_ I FT, SHEAR, 4 LATERAL N I I VD RESISTANCE NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS p F= SUBSTITUTIONS MAY B= MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-003 FOR STRAPPING AND NAILING REQUIREMENTS, Z J ? �NI - ALL STRAPPING TO BE 0/4"x 20 GAUGE -- "SIMPSON" EQUIVALENT - 0520 (COILEDAND ROUGH OPENING FRAMING REQUIREMENTS)STRAP) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLE55 NOTED OTHERWISE �j FUSE IOd NAIL5 IF STRAPPING 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AN2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) � Lu R C. FASTENER Z HOLDONN A HOLDONN B DEFASTENESPE 5GRIPTION p CONNECTION A NlA I L I �� C R I AND QUANTITY SPACING _ 2 FOR F DDAT NNEXIST. � ROOF C E I L I NCS FRAM I NCS _ry � 0) p I.DIM 's ARE ALL MIN.O's BASED ON USE OF ONLY A 16d ENDWALL ENDWALL "-."-"""""-- COMMON NAIL w/o PREBORED HOLES. RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 0-003 PER RAFTER CL Lo III (5) :2x FULL (3) 2x FULL CORNER STUD -""� 'f AT RAFTER TO RIDGE 41 2, 2.WOOD 15 ASSUMED TO BE DF,#2 4 BTR. IN DRY USE HEIGHT STUD HEIGHT STUD CONNECTED TO "°=~ R.R• 2•TRANSFER SHEAR iV SERVICE Z CORNER STUD CONNECTION: � CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE G-003 PER JOIST ONNEGTED TO �I 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL OQ TRANSFER SHEAR "51MPSON" HDQB FOR STRAP - 3 8 d COMMON ry • •—� • � r MVIDHOLESUR11ET �6MIENIE INSTALLATION)PREBORE THE NAIL GEILIN6 JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE 6-003 EACH LAP -..� HOLDOWN ANCHOR a 2-I66 COMMON • • • Z Lu 2-I66 COMMON LOCATIONS NOTED NAILS a 6" O.G. 4 NAILS ® EA. END OF STRAP. / • • • 4.NO MIXING OF NAIL SIZES OR TYPE5 ALLOWED GEILIN6 J015T LAPS OVER PARTITIONS(FACE-NAIL) q-16d COMMON EACH LAP Q NAILS® b" O.G. 4 ON PLANS 10" O.G. IF BLOCKED J 10' O.G. IF BLOCKED CORNER POST `~"--~._` FOR ROOF SLOPES UNDER 5:12 WITH G.J G.TIES 2" 5.SEE SECTION 6 FOR ANY REG'T TO CLINCH THE NAIL5(TO �J00 CORNER POST TIGHTLY BOND THE END OF THE NAIL TO A 90° ANGLE,SEE } '` ROOF SPANS OF 24 OR GREATER n 6RAPHIG BELOW) COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 6-003 PER TIE Z � C) USE 4 8 d COMMON NAILS a _ 'SIMPSON" HDG,5 - ��`'~ EA. END OF STRAP FOR ROOF 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-Sd COMMON EACH END J TI 'r i HOEDOWN ANCHOR ® ;'i -' SECTION 12.4-PLACEMENT OF NAILS 4 SPIKES 4 TABLE LOCATIONS NOTED I1 f a SLOPES OF 5:12 AND GREATER. OR 4-1. T'i O ON PLANS ° RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END z Z N I i GONNEGTION BI 52 AT RAFTER TO TOP PLATE TO STUD U. -i ' a HOLDOWN INSTALLATION OPTIONS: r GONNEGTION: � �w, --" NALL FRAMING LO mw � �".E32 -~'� TOP PLATE TO TOP PLATE (FACE-NAIL) :2 Ibd COMMON 1 PER FOOT J O , I FOR NEW P. GONG. FOUND.'s ' - HOEDOWN CAST IN PLACE w/7/8"� THREADED ROD FOR STRAP - 3 8 d�GOMMON NAILS ' � or • EA. END OF STRAP: • • ° WHEN IN TOWN OF ISLIP OR NAILING TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE FOR EXIST. P. GONG. OR NEWLY CURBED FOUND.'s • • s� • • 7/8110 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO - NOTE i �` GEOMETRY EXCEEDS THAT PERMITTED IN STUD TO STUD (PAGE-NAIL) -Ibd COMMON 24" O.G. CONCRETE w/ 51MPSON' SET(HIGH STRENGTH EPDXY I I' MAX. NAILING GRID ABOVE UTILIZE Lu ADHESIVE), 4 FOR TEMP.'S O°F-40°F USE "SIMPSON' AT ( .IY 51MP50N # H2A (OR EQUAL) RAFTER TIE J (HIGH STRENGTH ACRYLIC ADHESIVE) HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES r FOR TOENAILIN6 - 5 8 d COMMON NAILS FOR EXIST. /NEW G.M.U. (GONG. BLOCK) ' TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD U FILL TOP 2 COURSES 50LIM 4 CAST IN PLACE HOLDOWN USE SAME • FOR G.J. TO R.R. - Q 16 d COMMON NAILS W CONNECTION --.. W 7/8"Q' THREADED ROD y__ ---- • REau1REMENTS FOR --_...~„••~� BOTTOM PLATE TO FLOOR J015T, BAND JOIST, 2-I6d COMMON 12 PER FOOT Lu U RAISED G.J.'s(WHEN AT G.J. TO G.J. CONNECTION: ENDJOIST, or BLOGKIN6 (FACE-NAIL) U APPLICABLE) FOR EA. PLATE TO STUD ABOVE 4 OR BELOW HOLDONN 'C' HOLDONN 'D' _ _16_d COMMON NAILS Q FOR G.J. TO G.J. - q 16d COMMON NAILS FLOOR FRAMING FORFOUNDATIONS FOR NEWLY POURED GONNEGTION GI 4 02 JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-5d COMMON PER JOIST FOUNDATION a ONE STORY ONLY r � (3) 2x FULL ENDWALL BRIDGING TO J015T (TOE-NAIL) 2-bd COMMON EACH END * " HEIGHT STUD CORNER STUD I •,; \ CONNECTED To , BLOCKING TO JOIST (TOE-NAIL) 2-Sd COMMON EACH END �,.Ir TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY "SIMPSON" HDQB (3) 2x FULL G2 - -----: TO STUD GONNEGTION: BLOCKING TO SILL or HOLDOWN ANCHOR a 2-I6d COMMON HEIGHT STUD • E 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS a 6" O.G. 4 -''" TOP PLATE (TOE-NAIL) ON PLANS 10" O.G. IF BLOCKED I ° CORNER POST G I FOR STRAP - 3 8 d COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH J015T is I ° I I ' NAIL5 ® EA. END OF STRAP ( I JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-5d COMMON PER JOIST VII' FOR EA. PLATE TO STUD ABOVE 4 OR 2-I6d cot—MCN ° BELOW - 2 16 d COMMON NAILS NAILS ® � O. BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST - � I BAND J015T TO SILL or TOP PLATE (TOE-NAIL) 2-Ibd COMMON ' PER FOOT ROOF SHEATHING j (I STRUCTURAL PANELS: INTERIOR ZONE 8d COMMON 6" EDGE / 112" FIELD 'SIMPSON" ST DI4RJ CONNECTION DI D2 soLly PERIMETER EDGE ZONE s 8d COMMON 6" EDGE /6" FIELD HOLDOWN INSTALLATION OPTIONS: BLOCKING • EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ 8d COMMON 4" O.G. FOR NEW P. GONG. FOUND.'s I -" UP TO 9" RAKE OVERHANG ��"" CEILING SHEATHINO HOEDOWN CAST IN PLACE w/-1/5"0 THREADED ROD � .•--"''""�"" r : AT STUD TO FLOOR ASSEMBLY TO SILL FOR EXIST. P. GONG. OR NEWLY GUR:RED FOUND.'s � ",- � • 7/8"c7 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATES) GONNEGTION: DZ CONCRETE w/ "SIMP50N" SET (HIGH STRENGTH EPDXY t7 1/2" MIN. i ----------f ADHESIVE), 4 FOR TEMP.'S O°F 40°F USE "51MP50N"' AT FROM I I GYPSUM WALLBOARD 5d COOLERS 7 ED / 10 FIELD (HIGH 5TRENOTH ACRYLIC ADHESIVE) CORNER ° FOR STRAP - 3 8 d COMMON NAILS a EA. i - ONE #4 REBAR END OF STRAP (WRAP STRAP UNDER SILL PL.) SPECIFIED ON DI o I I NALL SHEATHING OR EXIST:/ NEW G.M.U. (GONG. BLOGiG TYP. FOUND. NOTE • FILL TOP 2 COURSES 50LIM 4 CAST IN PLACE HOLDOWN o ° FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - _— w/7/V'(P THREADED ROD d COMMON NAILS I STRUCTURAL PANELS bd COMMON 6" EDGE / 12" FIELD ALTERNATE COt`IFIOURATION - ABOVE STUD TO --"� -"� GYPSUM WALLBOARD 5d COOLERS 'T" EDGE / 10" FIELD N FLOOR CONNECTION w/ # LPT4 SIMPSON (OR III STRAP w/C3) z N L I N0/S FZAFF I N0 Q Vel i DOI�!/BOOR HEADER ` STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES `"'�- OF EEAA.STRAPTE"D 2 EA.JOIST-(FOR FLOOR SHEATHING (SUBFLOOR) 2 ALTERNATE USE SIMPSON H25A) U NOTATION: STRUCTURAL PANELS: A - NUMBER OF bd NAILS a EA. END OF STRAPPING (2018 WFGM,TABLE 3.7,P. 189) GONNEGTION E - 8d COMMON 6 EDGE / 12 FIELD it " -11..11.. 1:: or LE55: " w B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.238,P. gal) 11,.11 -- -'" GREATER THAN I": IOd COMMON b" EDGE /� 12" FIELD M G - NUMBER OF FULL HEIGHT KING STUDS o EA. SIDE OF HEADER(2015 WFGM, TABLE 3.230,P. 292; 1111✓1111 • ALTERNATE A5 PER TABLE 3.23D,P. 293) ~1111" • Vi i'L D - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT KING STUD To END OF HEADER 0 EA. SIDE -";1111 " • 1 - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. cd A D (2018 WFGM, TABLE 3.7, P. I9>9) 41 A7 STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. a E - NUMBER OF JACK STUDS® EA. END OF HEADER(2018 WFGM,TABLE 3.22F,P. 288) ° FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER LII F - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF 51LL(5) ® EA. SIDE ° PLATE(S) CONNECTION °° ° ° ° SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR (DOES NOT APPLY To DOORS) (2018 Ar-CM,TABLE 3.6,P. I9U / ° ° ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: 2 - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF �3 III i ~ -~ ° ° ° NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-I6D NAIL PER FOOT. E _ ° ° FOR STRAP - 3 8 d COMMON NAILS ® EA. SII �' ~ • . - FOR ROOF 5HEATHING WITHIN 4 OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 ON EACH Illi "`- ° END OF STRAP (WRAP STRAP UNDER SILL PL) 51DE OF THE ROOF PEAK THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE FASTENING SCHEDULE B ---_ ° a a MUNSON IjII`F ROUGH OPENING FRAMING REQUIREMENT5 FOR WINDOW/DOOR OPENINGS `"^- . �° 9° USED. l I j (IN A.GORDANGE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITIOW FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - �`""'•~--. 2 _16-- d COMMON NAILS ADDITION A jII iII� I NOTATION j � l' ROUGH A B G D E F 6 L Ir IlI OPNG 650 BRIGANTINE AVE 2'-0" 2 1 1 1 1 1 SOUTHOLD, NY, 11971 ' I 4'-0" 4 1 2 2 2 2 SFL I C I NC OF TOf= PLATE GABLE ENDNALL PROVIDE (2) 2"x10" HDR (MIN) U.O.N. 6'-0" 5 1 5 5 5 5 BRACING/STRAFFING DRAWING TITLE: (B) - REQUIRES SILL PLATES OF 2"x6" (MIN) FOR RAKE5 12"OR TOP PLATE BLOCKING 2 LESS PROVIDE HOLDOWN, ANCHOR BOLT, 5 4 4 4SPLICE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK a �To CKING 0 12"O.G. STRAPPING & NAILING DETAILS LENGTH FOR WIND - EXPOSURES 540 - FOR WIND - EXPOSURES B4C - 4'-0" O.G. HEIVE RAKE O.H. s ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE BUILDING MINIMUM SPLICE"}'` BUILDING MINIMUM SPLICE'''` DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT) TYP. STRAP w/(3) PAGE: -- bd NAILS EA. 12'-0" 21-011/21-61, 12'-0 " 3'-0" OF EA. STRAP Ib-O 3-O /3-Q Ib-O:: ATTIC 4-OG-.003MOOANGH®R aaJ®LT GFEGIFI �ATI ®NG p 20'-0" 41-075'-0" 20'-0" 5'-0" BLOCKING 2 BAYS 6"-12' SPECIFICATION (2015 WFGM TABLES 5.2A 4 3.2B, P. 157-160) 24'-O" 4'-O"/5'-O" 24'-O" b'-O" BACK m 4'-0" O.G. CORNER � 39„ DATE: 11/30/21 CONDITION FOR ALL STRUCTURES: 3 OF 11 5/b"O ANCHOR BOLTS ® 39" O.G. 28'-O" 5'-O"/b'-3" 28'-O" 7'-O" • 32'-O" b'-O"/7'-6" 32'-O" b'-O" r SECOND FLOOR _ (� T Ei NOTES: 1.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE CONNECTION U51NG 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE 1. MIN. 7" EMBEDMENT INTO CONCRETE LENGTHS,THE NAIL 51"AGIN6 SHALL BE REDUCED IN ORDER TO 40'-0" 8'-O"/10'-O" 40'-0" II'-O" BLOCKING 2 IS • END 3" SQUARE WASHERS AND END NUT SETUP; PROVIDE AN EQUIVALENT NUMBER OF NAILS BACK O 4'-0" O.G. rr w/ 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 4 FILL 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50-011101-011/121-61, 50-O 151-00, TYP.STRAP w/(3) CONDITION TOP TWO COURSES SOLID IN EXPOSURE B bd NAILS EA. END �; 3.TABULATED 5PLIGE LENGTHS ARE BASED ON 8 FOOT WALL 60'-O" 12'-O"/15'-O" 60'-O" Ib'-O" OF EA.STRAP .� HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS SHALL BE MULTIPLIED BY H/b; PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR 5HEARWALL5 FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE 70'-O" 14'-0" 70'-O" 19'-O" FIRST FLOOR -- NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 3. ANCHOR BOLTS ARE TO BE BETWEEN 6 4 12 501-011161-01, 80-O 22'-0" :� :: (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): � �� � " � f FROM ENDS AND CORNERS (TWO ® CORNERS) 9'WALL- 1.125 , (SEE DIAGRAM TO LEFT) lo'WALL- 1.25 BLOCKING 2 BAYS II'WALL- 1.375 12'WALL- I.5 THIS COLUMN w/MULTIPLIER BACK m 4-O„ O.G. 4. COORDINATE w/ HOLDOWN LOCATIONS FOR 10'-0”WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD 6RADE MATERIAL MISCELLANEOUS FRAMING ORAPHI05 CONTINUOUS BUILT-UP GIRDERS, 3 OR MORE SUFFORTS I ry�I/� /� 1-� (THAT EXCEED FRAMING STANDARDS, IT 15 REQ'D FOR FRAMER TO HAVE A F I REBL.OGK I I 0 FOR FLATFORM WOOD FRAM NCS a V WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE Q AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/6 ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER Do. WOOD I-JOISTS] SEE MANU. SPEC.'S FOR ADDITIONAL INFO.) W z o -- CONNECTION a 1/4 OF A WHEN GIRDER MADE UP OF J0I5T5 NAILED W Z N PATTERN DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER J BLOCKING UNDER LOAD BEARING WILL THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES NON-LOAD BEARI NO WALL OFFSET FROM SUPPORT A (2)ROWS IOd NAILS a 12"O.G. MAX.s2• P LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. Q W THE SPAN LENGTH FROM AN INTERMEDIATE W �': STUD SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE OI5T a' IIx STUDS 5UBFLOOR B - (3)ROWS IOd NAILS• 12"o.c. p THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE SERVES AS FIRESLOPPIN6. I' z SUBFLOOR c (2)ROWS 1/2" m BOLTS 012"O.C.5TA66ERED; JOINTED ON THE SAME SIDE OF THE SUPPORT, 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE O = 2 DBL.a ENDS TWO-PIECE SOLE PLATE -"--- - BUILT UP GIRDER P MAX.82" PLATE SERVE AS FIRE5TOPPIN6. J_ J ff NAILING: D (2)ROWS I/2" m BOLTS• I b"o c. 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE ~ L Y SOLE PLATE TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE O O E (2)Rows I/2" BOLTS t➢24"o.c. 1 SIDE WITH IOd NAILS, TWO NEAR EACH END OF JOIST SERVES AS FIRE5TOPPIN6. O 0 BETWEEN 116 EACH PIECE, OTHERS 5TA66ERED WITH A DISTANCE 1j 5. FIRE5TOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING a F (2)ROWS s-s/b"TRUSSLOGK SCREWS a 12"OZ. I a 1/4 OF A OF I6 INCHES BETWEEN NAILS IN A HORIZONTAL N(U SIDE OF MEMBER I OR OF NONCOM-BUSTIBLE FILL. SCREWED OLINE; OR GIRDERS ARE TO BE NAILED FROM EACH Z G (2)Rows 5-3/8"TDESS CK SCREWS• 16" SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH �/ 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE 0 SCREWED ox(U SIDE OF MEMBER JOIST, OTHERS 5TA66ERED w/ A DISTANCE OF 32" AND 2 INCHES OF WOOD BLOGKIN6 PLACED BETWEEN = H (2)ROWS s-s/b"TRU55LOCK SCREWS a 24°o.c. P BETWEEN NAIL5 IN A HORIZONTAL LINE. �\ JOISTS SERVE AS FIRESTOPPIN6. -- N JOIST 50REHW ON(1)"51M OF MEMBER MAXIMUM OFFSET (2)ROWS 5"TRU55LOGK SCREWS• 12"O.G. THREE-PIECE 'i. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND Z ' W J BUILT UP 61RDER MAX.s2" THREE-PIECE 61RDER5 ARE TO BE NAILED w/ 20d \ \ Q JOIST DEPTH,d ISCREwED ON BOTH SIDE OF MEMBER P _ ��'=� � �\� 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS MATCHED SIZE OF BLOCKING NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. J FIRESTOPPIN6 AND K I(2)Rows 5"TRUSSLOGK SCREWS• Ib"o.c. 4 � � �-�� _ SERVE AS FIRESTOPPIN6. _ QQ PIECE, INCLUDING INTERMIDIATE JOINTS, AND W THE i UNDER NON-LOAD BEARING 5GREwED ON BOTH SIDE OF MEMBER / � d' PARTITIONS ® 32" O.C. BLOCKING S.Up (2)Rows s"TRJSSLOGK SCREWS•24'o.c. BETWEEN 1/6 OTHERS STAGGERED w/ A DISTANCE OF NOT MORE �. 3 8. THE HEADER SERVES AS FIRE-STOPPING. Z O DOUBLE PLATE L 15GREWED ON BOTH SIDE OF MEMBER a 1/4 OF A THAN 32" BETWEEN NAILS IN A HORIZONTAL LINE. J vi �..� 9. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL 'r'I FOUR-PIECE CIDERS ARE TO BE A55EMLF-D AS / BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO GE I L I NO BRAG I NO P = STRINGER TO SERVE AS FIRESTOPPIN6. Z >. GANTI LEVERED FLOOR I.BEAMS a HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED W 20d NAILS AS SPECIFIED / / Q Z GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN b"OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR ..1 N a coNNEcr1oN PATTERx B'WHEN 10"OR LARGER P \ � � FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH LL W STUD 2.WHEN SGREWIN6 OR NAILIN6 FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 l\\' i// _ APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER ;i� HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH LO m � BUILT UP 61RDER p GIRDERS ARE TO BE SECURELY ANCHORED TO I � m Ln 5UBFLOCRI 2"x4"CONTINUOUS GABLE END �, /SOLE PLATE TRUSS MASONRY PIERS, NAILED TO WOOD POSTS OR �� FIRESTOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF Q LATERAL BRACE• b'O.G. BOLTED TO STEEL COLUMNS. ' THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE GEILIN6 J O SAND AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE JOIST 2) IOd NAILS TRU55 OR LEFT UNFILLED SO THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G. . AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL �(G PLATFORM FRAME CON5TRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON N LINO F A T TE RN S FOR SIDE LOADED BEAMS (i e . FLUSH B F_A I " I S) -LOCATIONS REQUIRUN6 FIRESTOPPIN6- NONCOMBUSTIBLE LATH,EXTENDING TO CHIMNEY FACES, WILL SERVE Lij 10) 8d NAILS A5 FIRE5TOPPIN6. 'rte FIRE- FIRE- WOOD FIRESTOPPIN6 FIRESTOPPIN6 FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING FIRE- FIRE- STOPPING 5TOPPING SOLE0 MULTIPLE-PIECE MEMBERS W rm J015T • 5d COOLER NAILS a 10" O.G. NAILED BOLTED' 2"x4"BLOCK NAILED TO EA.BRACE 2 ROWS Ibd 5 ROWS Ibd ROY15 II „ i, g ll', B OGKIN6 2 15 2 ROWS v 2 ROWS V VERTICAL J L U W/(4) IOd NAILS COMMON COMMON BOLTS•24 BOLTS BOLTS 1 FIRE5TOPPIN6 WHEN STUD 20 9a.STRAP a 12.O.G.' a 12"o.G.' [_OZ-sT a 12'O.G. a 6"OZ. COVERIN6TO�ISRAS SIE GYPSUM BOA Two ROWS 12"O.G. THREE ROWS 12"O.G. JOISTS pull DOUBLE PLATE w 5d COOLER NAILS• lo"O.G. (10) ad NAIL 5 BEAM SELECTION w/ STD. NAILING ° ° ° ° ° o 0 o LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 JOIST SHALL BE LOCATED DIRECTLY NOTE: ENDWALL STUD AS NOTED IN NOTES 7 $ 5 ° ° ° ° ° ° STUD-/ NONCOMBUSTIBLE ALTERNATE .. DENOTES ALT.FOR USE OF DRYWALL SCREWS FIRESTOPPING LOCATION OVER STUDS, UNLESS TOP PLATE 15 4"O EDGE/12"O FIELD FULLY BLOCKEDSOLE DESIGNED TO CARRY THE LOAD SCREWS#6- VW TYPE WOR 5 I.TOP AND BOTTOM ROWS SHOULD BE 2'FROM WOES 2. FIRESTOPPIN6 OF GIRDER 2.BOLT HOLES ARE TOTHE SAME DIAMETER THE BOLT AND SHOULD LOCATED TWO ROWS 24"O.G.5TA66ERED TWO ROWS 6"O.G. III FIRESTOPPIN6 LOCATION 5 LOCATION 6 I FROM THE TOP AND BOTTOM OM OF THE MEMBER.EVE RY BOLT MUST EXTEND THROUFiFi THE FULL L INTERIOR STUD DETAIL THIGKMBE1t NE55 OF THE MEUSE wA5HER5 UNDER HEAD AND NUT. O O OO J O C O O O C OVERLAID ROOF S.STA66ER EACH ROW OF FASTENERS BY 12•. O G o n O @ O ATTACHMENT @ VALLEY MEMBER 2•SPADE NOT 4.FOR ATHREE-PIECE THE SPECIFIED NAILING IS FROM EACH SIDE. TO BE FILLED NONCOMBUSTIBLE FIRESTOPPIN6 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED W-EN LOADS ARE APPLIED TO INC it FIRE5TOPPIN6 ! \ APPROX.I H THICK BOTH SIDE OF THE MEMBER. 6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6'O.G.OR TRIPLED FOR 4.O.G.NAIL SPACING. LOCATION 7 STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: �\ STRAPPIN6 w/ FIRESTOPPN6 ?.2 ROWS OF Ibd COMMON NAILS(12"O.G)FOR DEPTHS 12'OR LESS 4 ad NAILS LOCATION 8 LOCATION 4 EA. END a R.R. 8.5 ROWS of Ibd COMMON NAILS 02'oz)FOR DEPTHS OF 14",16'a V. LOCATION 10 PULL WIDTH 2"x BLOGKIN ZO w C.,ONSTRUGTI ON DETAILS W ND LOAD BATH C.,ONNEr_.,-,,T ON DETAILS TOP PLATE DRILL 2"4) INTO ROOF S R DECK FOR INSTL. INTERSECTION DETAIL = xISTRAW NOT TO 50ALE OR NE NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 IOd GONTINU4)US LOWER TOE NAILS/ NOTED CONT.BLOGKIN6 TOP PLATE SPIKED TO R.R.'s .i \� ALIGN NEW a EX. R.R.A5 SHOWN K I NO STUDS PLAN VIEW NOTE: SIIMR.RILAR 0'SHED' WOOD JO I S � WOOD JO I5 -. IN LINE GRI PPLE STUD BLOCK I NO JOIST HANGER HEADER N OE-NERAL REQUIREMENTS FOR GENERAL REQUIREMENTS FOR - W INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS G I RDERMEADER -0 � 0 JACK STUDS WOOD GIRDER WOOD JOIST � MAIN MEMBER 1 - a w Q �- JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH OIRDERMEADER TYPICAL HEADER CONNECTION MEMBERS/ I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: IAM.x s APPROX. 300 w/THE MAIN MEMBER d STARTED APPROX. I. NAILS SHALL BE DRIVEN PERPENDICULAR TO Y5 THE LENGTH OF THE NAIL FROM THE MEMBER END, AS SHOWN ABOVE MUNSON THE- MEMBER, STRAIGHT THFZDU6H AND BENT OVER � A MIN. OF (3) NAIL DIAM.'s AT A a0° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN MEMBER, FOR THIS APPLICATION,SHALL BE AT LEAST RAFTER ADDITION SIX TIMES THE DIAM. OF THE NAIL AVOID 5FLITTN&,No MORE THAN 2 TOE NAILS BE L3. IN TALLED IN EAI SIDE OF RAFTER OR GE LING OAI5T WALL STUD WALL STUD 0 WHEN FASTENED TO A 2"x4" TOP PLATE OR 3 TOE NAILS BOTTOM PLATE BOTTOM PLATE �J IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB - SUB FLOOR 650 BRIGANTINE AVE DOUBLE JOIST DOUBLE JOIST -0 TOP PLATE SOUTHOLD, NY, 11971 CH I M. CHASE SECUR I NO STD. SIDE WALL 10, DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS NOTE_ FIREBLOCKING DETAILS (SIM. a CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARI NO WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION N/ STUDS TO ATTIC FLOOR 8 BLK'6 To R/L SIDES w/STRAPPING TO R/L SIDES) TDP PLATE ® O 0 In N PAGE: HIM. CHASE WALL V�!I ND REST STANT �ONSTRU�T I ON � G ONNETORS Ga�p V CONNECTION LOCATION: PART NUMBER: NOTES: G-004mOO Q RIDGE-70-RAFTERS 6520 ® 21" APPLY TO EACH PAIR OF RAFTERS a zz RAFTER-TO-WALL H7 APPLY TO EACH RAFTER DATE: 11/30/21 4 OF 11 ROOF O D i`_ z 9 o RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER �z REO'D 15-OCKIN6 TO ALIGN w/57ZAPPIN6 Q d PLATE-TO-WALL STUD 0520 © 18" APPLY TO EACH WALL STUD ® EA. LEVEL_ ABOVE w N THE FIRST FL. ® z w X 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or C520 © 56" APPLY TO SIGH WALL STUD FLOOR/GL6. ® © HEADER-TO-JACK STUD 0520 a 12" APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDONN ANCHOR 55TB16 APPLY TO EACH SIDEWALL END IST. FLOOR-UNDER-SILL PLATE 6520 WRAP UNDER DOUBLE SILL PLATE SIDE VIEW PLAN VIEW (USE WITH 5" 5GUARE WASHERS) USE THE FOLLOWING OR APPROVED SIMP50N METAL CONNECTOR5 FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 0E I `CERA\L 5 I �50L "*r : � O -I EXI5TING TO BE DEMOLISHED NEW PARTIAL HEIGHT20Lu — -� WOOD FRAME (L.5. 5TL. Lu N WHEN APPLICABLE) � wN EXISTING TO REMAIN NEW FOUNDATION WALL \ NEW WOOD FRAME (L.O. >- Q W }- STL. WHEN APPLICABLE) j X Z NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL -J = Z � POST FOR 4" WALLS J-I WDOD FRAME (L.G. 5'TL. a F- Lo WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL P05T FOR 6" WALL5), U.O.N. M 6) O NEW 2-HR FIRE RATED O WOOD FRAME (L.O. 5TL. a Ln It WHEN APPLICABLE) O F-- Z � Q W J J C)o Z O (fl Ti 'ri � O � Z N W W (fl 1 it T-i r Lo e-i J O w ; � I U Lu E- U U J DEMOLITION NOTE: PROVIDE SHORING AND SUPPORT TO ALL AFFECTED Q STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT OF ANY DEMOLITION OR CONSTRUCTION. REMOVE PORTION OF WALL DEMO EXIST. WINDOWS REMOVE SINK V-61. ell 61. N Pi F. Tt EXIST. m BATHROOM 4 RELOCATE DOOR -77777-7-777= EXIST. \ — DEMO DOOR, BEDROOM `- _ EXIST. x KITCHEN X DEMO DOOR R \ V \II I EXIST. in LAUNDRY m DW --------- -------- w ROOM o EX15T- EX15 -EXIST CL. 11 CL. I I CL. ® ® 0. t oi dJ c c dJ - � N EXIST. Z ui OODE DECK U = EXIST. EXIST. LIVING LATTT BATHROOMROOM EXIST. O _ w Q BEDROOM V — — —� PROJECT: I EXIST. 2 " MUNSON ADDITION 13'-11" 2'-O" O O N N cl 650 BRIGANTINE AVE q_Sy2„ SOUTHOLD, NY, 11971 DRAWING TITLE: PROPOSED DEMOLITION PLANS PAGE: A-101. 00 PROPOSED DEMOLITION FLAN 50ALE: 1/4" = P-O" DATE: 11/30/21 5 OF 11 OEN RAS SNr�' 50L <E)"" : Q _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.6. 5TL. _ 0 ~ m WHEN APPLICABLE) Z_ O ri EXISTING TO REMAIN J vi E3 I NEW WOOD FRAME (L. . ' NEW FOUNDATION WALL � � W Q W >- 5TL. WHEN APPLIGABLI°) \ Z NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL !/ _ _ z WOOD FRAME (L.6. 5TL. El P05T FOR 4" WALL5 \ 2 WHEN APPL I GABLE) (MIN. (2) 2"xb" STRUCTURAL J P05T FOR 6" WALLS), U.O.N. Ix 0) 0 NEW 2-HR FIRE RATED Q WOOD FRAME (L.O. STL. CL Lo w WHEN APPLICABLE) >_ d' m Z O _ ' O FOUNDATION PLAN NOTE5 H Q W J TYPICAL P. GONG. FOOTING $ I^IALL GON5TRUGTION: O • (2) 2"x6" P.T. SILL PLATES W COPPER TERMITE SHIELD > Q 8 SILL SEAL Z m (D • ANCHOR BOLTS AS PER PAGE 6-005 J • P. GONG. FOUND. WALL AS PER DETAIL UPON O • P. GONG. FOOTING AS PER DETAIL • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR • B.O. FOOTING V-O" BELOW GRADE MIN. m Z • 1/2" EXPANSION JOINT 0 PERIMETER OF SLAB (WHEN LL. W cfl APPLICABLE) • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / STOOPS (WHEN APPLICABLE) • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET FOR HEIGHT OF WALL d SLAB (WHEN APPLICABLE) O HOL_DOWN_ HOLDOIN 'D' AS PER PAGE 6-003 W OIb"xb" DEEP P. GONG. CONTINUOUS FOOTING AS PER NOTED DETAIL (TYP) U NEW UN-REINFORCED P. GONG. SLAB W I_- O I. NEW 2" THK. UN-REINFORCED P. c:ONG. SLAB UPON 2 — - — — 2 U J 2. 4" (MIN) GRAVEL BASE UPON 5. 6 MIL POLY VAPOR BARRIER " TYPICALGLo5EDFOUNDATION - - - - - - - - - - - - - - - - - - �° Q O5 ® PORGHE5 / PATIOS: I. SEE NOTED DETAILS 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:48 AWAY FROM BUILDING 5. FOR 5LAB5 ABUTTING FRAMING, INSTALL COPPER FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, BED ALL FLASHING IN ASPHALTIC MASTIC I NEW6SLAB RADE ON 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL BE DOWELED w/#5 ® B" O.G. VERTICAL TO EA. OTHER I f E TO MAIN FOUND. 1 0 0 I O I tY Ob 18"x12" DEEP CONTINUOUS FTG. POUR. W/SLAB;FTG. BELOW BEARING WALL - 5 K 0 I ® 5 PROVIDE PINNING 12" O.G. VERTICALLY;EPDXY PIN #5 1L O REBAR INTO EXIST. FOUNDATION WALL EMBED 9", AND EXTEND G" INTO NEW FOOTING AND I=OUNDATION WALL 4 I I A-501 N 211-411 II 3' O" 12'-4" 12'-O" \ 200 AMP � � WELL PUMP ELEC. PANEL o (2) 2 GIRDER RDER O - O I Q EXIST. I BATHROO J H.W.H. UNFINISHEDX - ---- t1u11-�I NEW :2'Wo I to BASEMENT -- 0. P.T. D.J. ® 16" O.G. Z w EXIST. - U BOILER RECREATIONAL SPACE w H 22'-2" (2) 2"X10" 61RDER I p 3" PROJECT: o � X ° MUNSON N ® EXIST. ADDITION W tc UNFINISHED _ BASEMENT EXIST. 1 m GARAGE NEW 2"xb" P.T. D.J. ® 16" O.G. 1 650 BRIGANTINE AVE SOUTHOLD, NY, 11971 fi (2) 2"XIO" ORDER I DRAWING TITLE: 3'-5" PROPOSED FOUNDATION PLAN I J 1 p / PAGE: L - - - - - - - i��'Oi-'OS�l7 FOUNDATION PLAN A-:10;2% mou SCALE: I/4" = I'-O" 40-7 S.F. HABITAE31_E SFAGF_; 1,206 5.F. GROSS AREA DATE: 11/30/21 6 OF 11 0E1 ` ERAL S I �150L <E),*' : t NEW PARTIAL HEIGHT EXISTING TO BE DEMOLISHED WOOD FRAME (L.6. STL. W N �{ EXI5TIN6 TO REMAIN WHEN APPLICABLE) \\ /� J vq NEW WOOD FRAME (L.6• NEW FOUNDATION WALL Q W >- -� STL. WHEN APPLICABLE) X Z �-{ NEW I-HR FIRE RATEDQ MIN. (2) 2"x4" STRUCTURAL / 0 Z t-- -t ;-400D FRAME (L.6. 5TL. POST FOR 4" WALLS \ J J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL (.= LO Y POST FOR b" WALLS), U.O.N. 0 0 0 NEW 2-HR FIRE RATED WOOD FRAME (L.6. 5TL. Ln w WHEN APPLICABLE) q' m 0 FLOOR PLAN NOTES Q W J DOOR NOTE: Oj I. INSTALL NEW INTERIOR DOORS WHIEN CALLED OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). Z 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON 0 PLANS BY 'THERMATRU' (OR EQUAL). 'J 0 3.DOOR TYPE TO SELECT 4.PLACE DOORS 4' MIN. FROM PERPENDICULAR WALLS 5. INSTALL AS PER MANU SPEC.'S Q Z VA b.PROVIDE (2) 2"x8" HDR.,U.O.N. 7. SEE PAGE 0-003 FOR ALL OTHER. FRAMING V' W N Cfl ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. OSTAIR $ RAILING NOTE: ~ = Ln I. ALL NEW STAIRS SHALL HAVE: M/VC.-1-3/4" Rf d MIN. 10" Tr - RISERS SHALL BE CLOSED O J NATURAL LIGHT 4 VENTILATION NATURAL LIGHT 4 VENTILATION O SMOKE DETECTOR / GO DETECTOR NOTES: (HABITABLE SPACE) (HABITABLE 5PAGE) 3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SMOKE /CARBON MONOXIDE COMBINATION DETECTOR FLOOR AREA 126 S.F. FLOOR AREA 175 S.F. W HARD WIRED TO EACH OTHER w/BATTERY BACKUP. m 2.INSTALL ALL AS PER MANU. Sill 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR ` REQ. S.F. PROV. % REO. S.F. PROV. 11,_ IN COMPLIANCE WITH LOCAL CODE LI6HTIl MIN. 5% LIGHTING;MIN. 5% W OF FLOOR AREA 10.1 S.F. 14.3 S.F. OF FLOOR AREA 14.0 S.F. 18.5 S.F. I--' OWINDOW NOTE: VENTILATION;MIN. VENTILATION;MIN. = J I. ALL NEW WINDOWS $ DOORS SHALL BE ANDERSON 4% OF FLOOR AREA 5.0 S.F. 14.3 S.F. 4% OF FLOOR AREA 7.0 S.F. 18.5 S.F. U J 2.CASEMENT, DOUBLEHUN5, OR 6LIDIN6 (A5 NOTED); 4 B 4 B 4 B INSTALL AS PER MANU. SPEC.'S. FOR SUBSTITUTIONS, SEE NOTE #a IN "61_A55 WINDOWS AND DOORS" ON PAGE 6-002 IF CASEMENT WINDOWS - ALL CSMNT WNDWS SHALL HAVE 5TRA GH ARM HINGE WHEN \ � :.\ 3.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE \\ NEW(2) 2"x8" HDR TRP• POST NEW (2) 2"x10" HDR TILT WASH TO RIDGE 4.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. 6L. 5. SEE'. PAGE 0-003 FOR FRAMING ELEMENTS AROUND I A-301 WINDOWS (TYP. FOR ALL) U.O.N. - PROVIDE (2) 2"X10" I-I = - HDR. U.O.N. m ,o rn EORE55 NOTE: IN COMPLIANCE WITH NEW YORK STATE BUILDING T Z b GORE, SECTION R310.2.1;THE FOLLOYVIN6 MEANS OF = EGRESS SHALL BE FOLLOWED: h NEW i BEDROOM NET CLEAR OPENINO........... 5.7 S.F. -� I 126 s.F. r 8-3 NET CLEAR HEIGHT............... 24" MINIMUM - 3 x Qr CATHEDRAL NEW = T- NET CLEAR WIDTH................. 20" MINIMUM aw NEW EXHAUST FAN SHALL BE INSTALLED WHERE O VENTILATION 15 NOT MET BY MEANS OF NATURALSM a NEW DEN 101 CIRCULATION THROUGH OR DOORS TO \\ \ 4 0 �Q ROUGH W � - OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION I 102 N - 1'15 S.F. 403.3.2.3; INSTALL AS PER MANU. SPECS = '7'-11" `� CATHEDRAL 104 X Qr O N 7-I 11 \ I cV Q NEN DN NEW FLOOR: &, O \\ 103 NEW 2'l C.J. y 3 \ MIN.7.75' 6 I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE d SGR:EW); _ NEW WALK-IN ® I6" O.G. m 4 I lol -j SCREW PERIMETER OF SHEATHING 4 O.G. d 12 O.G. ® L. SM/GO INTERIOR to 1-15 S.F. I 31� NEW - \, 2.NEW FINISHED FLOOR PER H.O. SELECTION - - - TRP.POST x L GL. _O =. iV 2 TO RIDGE ix, 15_8 102 I'_�2: 35�; 5� Ui NEW 4"x3" ALUM. DOWNSPOUT (TYP.) }�" MODIFIED ' F. OS GUTTER H16H POINT (TYP.) 12'-II"� V ^_ 5 BATHROOM - F � s7 5 s.F. tt c) ALIGN NEW ' FLOOR WITH / A EXIST FLOOR p :. ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "6-003" FOR NAILING 4 STRAPPING DETAILS. RELOCATED SINK L J **5EE DOOR 5GHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER** o NEW RELOCATED � d v BUTLER DOOR - ... NTRY �' m EXIST. Q ~ WINDOW CHART n _ is .._.,, .... ,.... ..__.... ..rv�....� _ S.C. n.. KITCHEN X I - -- - - EGRESS CLEAR RO16H OPENING WINDOW DIMENSION OPENING S ` U 0TAG TYPE MODEL # WIDTH R:EOV: 20" ' EXIST. in WIDTH HEIGHT HEIGHT REQ'D:24" U1 WTH I AU HEIGHT OPEN R:EOV: 5.7 S.F. Will)b-3 ,-,3 L ROOMY ID m W -_-- O � NEW A AWNING AAN210110 2'-IO" I'-10" 2'-a I'-a = - r _ - - - - - - - r Q B CASEMENT - AGW2638 2'-b" II, °-8" 2'-5 " 2'-II " EGRESS - - _ Q _ -- ------ 18.75 S.F. 18.75 S.F. �@ ® O = 0 MOOR 5GHEDULE EXIST. HDR PROJECT: n ED, MUNSON � CEXIST. UNSON DOOR MATERIAL ' \ ti M WOODEN TA6 DESCRIPTION �- -� _ f ( _ NOTESV /��DECK / 1 D D I T I O N p t' 4 WIDTH HEIGHT © H• I EXIST. `t (, 45 MIN. RATED ASIC ' BATHROOM EXI5T. LIVING --- - HATCH II 4 SELF CLOSING ROOM FIRST FLOOR n o EXIST. X° . 650 BRIGANTINE AVE - 101 SINGLE SWING J 2'-0" --b'-8' - BEDROOM SOUTHOLD w ® , NY, 11971 102 51N6LE 5WIN6 DRAWING TITLE: 103 BYPASS 4'-0" b'-8" 17- + �; � EXIST.U 'I ->. ---- G o PROPOSED FIRST FLOOR PLAN i �I 104 SINGLE SWING l 2'-10" b'-8" • 3 ( EXIS V-10" 13'-11" 2'-p" O O L - - N N t"4/2'. PAGE: m ®NN - - A-103m00 _ z DATE: 11/30/21 7 OF 11 i ROFOSEO7 FIRST FLOOR PLAN 1,2cf4 5.f. HABITA5LE 5i=AGE; 1,2C14 S.F. OIROSS AREA SCALE: 1/4" = P-O" EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHTLLI - QC4 WHEN APPLICABLE) J EXISTING TO REMAIN vi W � NEW WOOD FRAME (L.O. NEW FOUNDATION WALL �- Q W 5TL. WHEN APPLICABLE:) � � Z Q ' � NEW I-HR FIRE RATED a MIN. (2) 2"x4" STRUCTURAL / J Z WOOD FRAME: (L.O. 5TL.. P05T FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL F- L Y P05T FOR 6" WALLS), U.O.N. 0 O NEW 2-HR FIRE RATED O WOOD FRAME: (L.O. 5TL.. a LO m WHEN APPLICABLE) tr m Z O FLOOR PLAN NOTE=S Q W J DOOR NOTE: Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). ZCfl 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON � PLANS BY 'THERMATRU' (OR EQUAL,. 3.DOOR TYPE TO SELECT 4.PLAGE DOOR5 4" MIN. FROM PERPENDICULAR WALLS 5. INSTALL AS PER MANU SPEC.'s QZrq 6.PROVIDE (2) 2"x8" HDR., U.O.N. 'I. SEE PACE 0-003 FOR ALL OTHER FRAMING W W N CO ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. OSTAIR a RAILING NOTE: I. ALL NEW 5TAIR5 SHALL HAVE MAX.'1-3/4" RI 8 MIN, 10" Tr - R15ER5 SHALL BE CLOSED OSMOKE DETECTOR / GO DETECTOR NOTES: 3 I. CONTRACTOR SHALL PROVIDE GORE COMPLIANT SMOKE / CARBON MONOXIDE COMBINATION DETECTOR LLJ HARD WIRED TO EACH OTHER W BATTERY BACKUP. 2.INSTALL ALL A5 PER MANU. 5PEOA 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR H IN COMPLIANCE WITH LOCAL CODE U WINDOW NOTE_ W F_ O I. ALL NEW WINDOWS 6 DOORS SHALT_ BE ANDERSON 8 8 V U J 2.CASEMENT, DOUBLEHUN6,OR GLIDING (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR Q ` 5UB5TITUTION5, 5EE NOTE #-I IN "6LA55 WINDOWS / AND DOORS" ON PAGE 6-002 IF CASEMENT - - — — WINDOWS - ALL G5MNT WNDW5 SHALL HAVE STRAIGHT ARM HINGE WHEN 3.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE \ TILT WASH 4.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. 6L. A-301 . 5. SEE PAGE 0-003 FOR FRAMING ELEMENTS AROUND -� WINDOWS (T1'P. FOR ALL) U.O.N. - PROVIDE (2) 2"x10" HDR. U.O.N. �. EGRESS NOTE: IN COMPLIANCE WITH NEW YORK STAI7F BUILDING CODE, SECTION 83102.1;THE FOLLOWING MEANS OF / EGRES5 SHALL BE FOLLOWED: / NET CLEAR OFENINO........... 5.7 S.F. W 2"x10" W 2"xl0"• NET CLEAR HEIGHT............... 24" MINIMUM NET CLEAR WIDTH................. 20" MINIMUM R.R. ® I6" O.G. R.R. ® I6" O.G. NEW EXHAUST FAN SHALL BE INSTALLED WHERE (�5 VENTILATION 15 NOT MET BY MEANS OF NATURAL CIRCULATION THROUGH WINDOWS OR DOORS TO OUTDOOR 5pAGE5 AS PER NY5 MECH. CODE SECTION 403.3.2.3; INSTALL AS PER MANU. SPECS NEW FLOOR: O I. NEW J" PLYWOOD SUBFLOOR BENEATH (6LUE d SCREW); � ��A SCREW PERIMETER OF SHEATHING 4" O.G. d 12" O.G. INTERIOR. O t X X 2.NEW FINISHED FLOOR PER H.O. SELECTION / O 1 — — — — — — — — — — — — — — — — — O NEW 4"x3" ALUM. DOWNSPOUT (TYP) 3 Q. O8 GUTTER H16H POINT (TYP.) P N z w X ELS, o � / lu x° N Q / W Lu EXIST. RIDGE PROJECT: MUNSON ADDITION 0 o � o � x° 650 BRIGANTINE AVE XX X SOUTHOLD, NY, 11971 Lu � lu lu I I DRAWING TITLE: PROPOSED ROOF PLAN I I - - - - - - - - - - --j L- - - - - - - - - - - - J PAGE: FROFOSF-17 ROOF FLAN A-ml04m00 SCALE: I/4" = I'—O" DATE: 11/30/21 8 OF 11 � O ELEVATION NOTE'S Q C-) NEW ROOFINO I _ _ H I. SEE NOT)--® SECTION W F � O N J 2. ROOFING TO BE ASPHALT SHINGLES;TO MATCH EXIST. W vi 2 NEW SIDiN: \ Q ZI. SCE NOTE ® SECTION 2. SIDING TO BE BOARD d BATTEN;TO MATCH EXIST. NEW 'AZEK (OR EQ.) WINDOW/DC'OR CASING: _O Z O PROVIDE AT ALL NEW WINDOWS/DOORS (TYP.);TO MATCH I . LAY EXIST. I I ( it o O O 4 NEW CLOSED P. GONG. STAIR ` 2 ~,� 3 Z Cr m O --- Z w a J J 00 Z cp vqO ei Z >: 4 JN 4 w 0 O a I w H . V w � v NEST ELEVATION (REAR) 0 Iw Q SCALE: 1/4" = 1'-0" p »IIIA I ao 3 11 _J III =[7] r7 F=-� O -=- z LLI 0 0 F-7 Da ODaO 0 NORTH ELEVATION RICHT SIDE PROJECT: SOALE: 1/4" = I'-O" MUNSON ADDITION 650 BRIGANTINE AVE SOUTHOLD, NY, 11971 DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS I PAGE: -201m00 .......... 5 { - ! DATE: 11/30/21 9 OF 11 2 I I - SOUTH ELEVATION (LEFT SIDE) SCALE: 1/4" = P-O" BUILDING 5EG7I0N NOTES Q U O NEW ROOF I N5 NOTE (TYP): CN I. INSTALL NEW ASPHALT 5HINGLE5;MATCH EXIST. _j Z O 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO W = N 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS J OVER W 5.INSTALL 15 # BUILDING FELT (U.O.N) OVER 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) Z 5. GAP 5HIN&LE OVER RIDGE Q HIPS (AS REOV) b.PROVIDE RIDGE VENT(AS REO'D) O Z 7. FLASH ALL VALLEYS a.INSTALL DRIP ED6E AS REaV JLo 9. INSTALL ALL AS PER MANU. SPEG.'s a) 0 O O O TYPICAL ROOF $ CEILING CONSTRUCTION: CL In m O • NEW ROOFING AS NOTED I/2" GDX PLYWD SHEATH INC BLOCKING ® ALL Z m PLYWD 5EAM5) • R.R., G.J., 8 G.T. AS NOTED ON PLANS (® SPANS A OVER a' INSTALL "X" 5RID61N6 ® CENTER OF -oo Z ErNEW RIDGE SPAN; U.O.N.) L J _ AS PER PLAN PROPOSED RIDGE HEIGHT Q • MIN. O R-4q FOAM INSULATION (7") ELEV. 14.a' J O J TYPICAL EXTERIOR WALL CONSTRUCO TION (TYP):UPON "TYVEK" HOUSE WRAP (OR'.EQUAL) Z 0) � UPON 1/2" GDX PLYWD. 5HEATHI'N6 (BLOCKING ® I 2 �s i Y -_ J TA ALL• 2 x61STUDSS®SEAMS) (D@-\ w/DBL. TOP PLATE gI P�� ��R AS � }- O lit • MIN. R-20 INSULATION W/ R-21 BATT INSULATION p • 5/a" GYPSUM BD. WALL FINISH O /N EtR' �R p , \ NEw Q Z e-I NEW SIDINLL G NOTE (TYP): / } 1_ RECREATIONAL NEl" - N 4 1. INSTALL NEW BOARD d BATTEN;TO MATCH � I� O ,tN SPACE BEDROOM �_1 4�_ LO EXIST. 2."TYVEK" HOUSE WRAP (OR EQUAL.) 5.INSTALL ALL AS PER MANU. SPEC.'s 4.PROVIDE ALL NECESSARY TRINI FOR N HEADER ABOVE ALL WINDOWS 4 DOORS PROPER INSTALLATION PER PLAN 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL LLL OTYPICAL FLOOR CONSTRUCTIC)N: I. FIN15H FLOORING TO SELECT r 2. 5/4" T$0 GDX PLYWD. 5UBFLOOR 6LUED k 50REWED 3 QQ 5. F.J. AS NOTED ON PLANS - AT SPANS OVER b' INSTALL 'X' BRACE ® MIDSPAN U Lu 4 NEW.F.J. AS PER PLAN EXI5T.FIRST FINISHED FLOOR 4 IN. R-30 BATT INSULATION (ONLY BETWEEN FIRST 5 _j ELEV. +1.4 — V . M ( FLOOR AND FOUNDATION);FOAM RIM BOARD _� J _ BASELINE Q TRIPLE FJ ABOVE FTSI I ------ ELEV. +O.O' :: . I,` ® BEARING WALL NEA 2" THK. UN-REINFORCED :.. .a:.r.:n°. Oi P. GONG. SLAB UPON 4" (MIN) m GRAVEL BASE UPON b MIL POLY VAPOR BARRIER I I L 2 SECTION 1 -I/A-5O 1 SCALE: 1/4" = P-0" z W O U W NOTE: I. IF FINISH MASONRY USED (SUCH AS W H BLUESTONE) - MA50N TO ADJUST HCHT OF LANDING AS REOV TO 4" P.GONG.SLAB ACCOUNT FOR FINISH MASONRY „ w/bxb 10/10 KW i UPON COMPACTED 2. ALL HORZ.SURFACES SHALL BE PITCHED (TYP.) FILL ® 1:46 AWAY FROM BUILDING PROJECT: 5. FOR 5LA55 ABUTTING FRAMING, INSTALL REBAR BENT TO - COPPER FLASHING FROM 12"ABOVE ANDSLAB AS SHOWN M U N S O N - - ADJACENT TO SLAB, BED ALL FLASHING IN ASPHALTIC MASTIC ° /i° \` / ADDITION � � \L11 /' (2) 2"xb"P.T. SILL PLATES \ \ \ v 2" UN-REINFORCED PON SILL SEALUPON / / / POURED GONG.// � SLAB ° I J COPPER TERMITE SHIELD /6'' \/ % / / Il 5/5" (P HOOKED ANCHOR BOLTS (I) #4 REBAR ® EA. c ,� /i° ° ° //'�j. // // // // //' O II STEP;5" GVR 0 ENDS /�(, . • /\\\/\X/\%\%\\%\\/�% b MMIL POLY ° °II�) ° O T. w/ 3" SQUARE WASHER d / // // // // // // // // 11�� ALSO SEE ANCHOR BOLT 650 BRIGANTINE AVE �< \\ \\, x \\/\\ \\ \\ RETARDER a , �l SECTION ON PAGE A-200 SOUTHOLD NY 11971 \/\�\/\/\ ° ° I PITCH GRADE / / / / / 4" GRAVEL BASE °/ ° \ \ \ \/\ \ \ UPON GLEAN /// / / COMPACT FILL '- ";" -°3�•�'��=' COMPACTED \; \ \\/ B I DRAWING TITLE: FILL 8 (1) # 5 REBAR I 8 THK. (MIN) P. \\ CONTINUOUS ° a' GONG. BUILDING SECTIONS #4 REBAR ® 10"' \// \/ GRADE BM. r / /\ \/MIN3)O.G.2x4" KEYWAY \ / ® 48" O.G. °a ° \/\\/\/\/\ (I) #5 BENT GRADE ° /i//' �•/ / / /� �: // / // // // // // // // III /\, \ /\/\ \ \ \ \ \ BAR ® NOTE: #4 REBAR CONT. %/\%/ �/.\/- ./\,�\//\//\\//�%% NOTE: `��\//\\�, ° Ihl 4b" O.G. 1. REFER TO PACE A-200 ® 10" O.G. (MIN. 5) :\�\/ / \/\/\/\/\�\\ ALL P. GONG. \/ \/\/ I \, � /\ /\� SHALL BE / \ Ihl - "' FOR NAILING AND \ \ \ \ \ \ ASPHALTIC 0 z / //\//\tie\ \/\/\/\/\�\/ 4,000 PSI (MIN) \/\/\/ 1 COMPONENTSINO F ALL PAGE: (I) #4 REBAR CONT. 1 ° �/ / / / / / / / / / Ihl DAMP m #5 BENT REBAR ® 12" O.C. ' //\//\//\//\//\//\//\//\X\//\//\\/\//\//\//\// 9 h i \ \ \\ \\ \ \\ �\ \\ \\ \\ \ \\ \\ \ \\ \\ \\ \ Ihl ° (1) #5REBAR z (U #4 REBAR CONT. I1 /// X' // // // / // // // �// �/ °° I ha I1 \\ \\/\\/\\/\\/\\ A-301m0o \/�X\\/\\/�/\,/\, I 1 CONTINUOUS \ /\/\ 8° THK. P. GONG. WALL i ° \ \�\\!�� \%\%\/\%�/\%\ //� \ , \ \ \ \ \ \ \ \ \ \ \ II Ib" WI DE x 12" DEEP 1 \/;//j \//,//j//j//j//�\////j/////%///��/%/////j/// #5 REBAR o- . j1 11° 9 \\ \\ \\'\\ \\' \\ \` \ \\\ \\ \\ \; \` \\ \\ \\ bo O.C. _ _ a DATE: 11/30/21 10 OF 11 P. GONG. FTG. `//\ \//\//\ \//\//\//`//\//\//\//\//\//\//\// -=----- _ (2) #5 HOR. REBAR.—,,, ° \\/\\ \\/\\/\\/\\/\\�\\/\ \\ \\ \\/\\/\\/\/\\/ _ Li .1 11 1 1 .. /\\/\\/\/\\\/%/\\/\ /\\/\\/\/\\/\ 5" MIN 4 113" EX7ER I Off' MASONR--r STAIR PE7A I L K2 MONCL 1 TH I G SLA5 PETA I L A-301.00 5r-,ALE: 5/4" = 1'-0" A-501.00 SCALE: 5/4" = I'-0" Q. O Q U O W O N J Wrl Q w }- � � Z Lo J H J 0 C) OC) . Li'l m Z O Z Q w J J 00 z M 0 Q Z 'r i CN Li WC4 Lo Ix X-i r- LD w " c U w it Q 4." FRE5H AIR tL THROUGH ROOF f I PROVIDE ABESCO FP200 FR lL 5111 EXPANDING FOAM" (OR EQUAL) U AT ALL PENETRATIONS IN FIRE RATED WALLS AND 0 Q FLOORS/GEILIN65. PRODUCT k CONFORMS TO A5TM E 814, Q ASTM E 84,AND UL 14?Q I I BUTLER FULL BATH LAUNDRY KITCHEN FULL BAT NOTE PANTRY ALL PLUMBING WORK BUT ER FULL BATH LAUNDRY KITCHEN FULL BATH _ SHALL CONFORM TO PANTRY LEGEND LOCAL PLUMBING CODE HOT WATER SUPPLY —'T 21 1211 1 2"1 2"1 GLEAN OUT LL I I 1 5 1 AS REOV 2 I �� �� I .._.._.. SUPPLY WATER I EXIST. F.A.I. TO I I c Q I91 I 1 REMAIN I 1 5 p� I I W•�. WIG 1 FL I I I : v �j I I I I U PROVIDE "ABESGO FP200 FR I I I- SHOWERI 1 �v I I �v W.G. *I I v *1 I V _� 10 W.G. \ EXPANDING FOAM' (OR EQUAL) 1- ISHOWER I- � 2 1- I _ I j- �I 'v �I 1= 11= = 1 - IU AT ALL PENETRATIONS IN FIRE WASHER DW ry N nl I- cV I •ry ttl :ry ry1 Iry - I 1= SHOWER I ry n1 _-__- 2 \I :ry SHOWER \ NI I� NI :N N1 RATED WALLS AND 3 3 -I I- y -I I- WASHER - �I DW G.D. 2 G.O __ I- I I- FL R5 GE LINOS. 00 / I PRODUCT — — -- ' —�— — ------ —� � CONFORMS TO ASTM E 514, Z G.O. ..__ --. _ _.. .._.._._ ._—.—. —.._.._---.._.. ASTM E 8 D UL 14fa 4, AND w g RECREATIONAL FULL BATH 411 �1 1]6 BASEMENT j IK RECREATIONAL CONNECT TO p SPACE _ -"I 4 HOUSE v v _ 2 MAIN DRAIN G.O. N i Iry BATHROOM 71ex N i Iry SPACE EXIST. WATER j U I 1 i— I i— SUPPLY SYSTEM I TO PUBLIC w 21 I I I I WATER Z 2"� I 1 2 1 2 411 TO 5EPTIG I I 1 I I SYSTEM 4 1 I 12 I I KI : b4 04Lii m i 1 N T-110 4 Q mmALL FLUME31NO nl 'ry ba �T€ 14, I- " 15HOWER j I \1 04 W.G. U SHALL GO FORMOTRO I 5HOWER dJ LOCAL PLUMBING CODE PROJECT: m 5.P. MUNSON ADDITION 650 BRIGANTINE AVE FLUME31 NO R15ER - r�)RA I N / NA57E / VEN7 FLUME31 NCS RISER — SUPPLY SOUTHOLD, NY, 11971 SCALE: NTS SCALE: NTS DRAWING TITLE: PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: P-101000 DATE: 11/30/21 11 OF 11