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HomeMy WebLinkAbout48539-Z ; o�SUF 1 TOWN OF SOUTHOLD 1 BUILDING DEPARTMENT V I TOWN CLERK'S OFFICE o • SOUTHOLD, NY JE- y�ol , A BUILDING PERMIT � -a' (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48539 Date: 11/30/2022 Permission is hereby granted to: Pippis, Nickolas 465 Burgundy Ct Southold, NY 11971 To: construct additions and alterations to existing dwelling as applied for. At premises located at: 465 Burgundy Ct, Southold SCTM #473889 Sec/Block/Lot# 51.-3-3.14 Pursuant to application dated 9/12/2022 and approved by the Building Inspector. To expire on 5/31/2024. I Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,366.80 CO-ADDITION TO DWELLING $50.00 Total: $1,416.80 I Building Inspector FIELD INSPECTION REPORT DATE COMMENTS -41.a FOUNDATION (1ST) _ ---------------------------------------- C FOUNDATION (2ND) cn �O y V , ROUGH FRAMING& PLUMBING 1 r INSULATION PER N.Y. STATE ENERGY CODE r-' FINAL ADDITIONAL COMMENTS -" �I -4- C-n I I(. 012\'l tAo � Mv z CD Z rn O X �o `J 7� O z x r� H — x d r b r:ao�°SU�F�ttoO�z TOWN OF SOUTHOLD—BUILDING DEPARTMENT w Town Hall Annex 54375 Main Road P. O. Box 1 179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only D [EC[EUVR PERMIT NO. Building Inspector: SEP 2 2022 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted.•Where the Applicant is not the owner,an BUILDING DEPT. Owner's Authorization form(Page 2)shall be completed. TOWN OF SOUTHOLD Date:09/09/2022 OWNER(S)OF PROPERTY: Name:Cathy Santis SCTM#1000-51-3- 3 - I y Project Address:465 Burgundy- Court Southold NY 1.1971 Phone#:917-751-5978 Email:NYFIDA VERIZON.NET Mailing Address:465 Burgundy Court Southold NY 11971 CONTACT PERSON: Name:Jessica Magee AMP Architecture Mailing Address:P,O BOX 152 Mattituck NY 11952 Phone#:631-603-9092 Email:JMAG EE AM PARCH ITECT.COM DESIGN PROFESSIONAL INFORMATION: _ Architecture Name: nt ony _Portillo AMP . _ w ._..._.. .-_..-_.._..___..______....._.._ _� . .. Mailing Address:P.O BOX 152 Mattituck NY 11952 Phon e#:631-603-9092 Emailaportillo@amparchitect.-com ____ CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other Proposed 1&2 storyframe additions,proposed frame decks,proposed storm water management. $ [Will the lot be re-graded? ❑Yes W No Will excess fill be removed from premises? ❑Yes B No 1 PROPE.TY:INFO NATION R r.� Existing use of property:Sfy1g�, Fam19 &S Intended use�of property: s► )r--aml ly Ot$ - J Zone or use cli trict in which premises is situated: Are there any covenan�ts,�and restrictions with respect to �( this property? ❑Yes EMo IF YES,PROVIDE A COPY. I1eck:BOX:Aft£ ea n :=The:owne. :.":�;:•:;.r;.;<.':n,:r „: ;,:.�. n'a; .f ,• '.';:'.;'nd-. =t ua,ai,ii ill d , ,, ,,,,, ,,,,, ,, , ,.,_, pp r/coM acto./desg•p ofesslor►a s respo s 6te orandra nage;a ,stonewafer�ss e, ,�p.ov,a b� Chapter236 of thelown Code-"APPLICATION IS HEREBY IUTADE to„tFie Buildipg•DepartgiEntfor the issuance"of a Building permit pursuant to the Building Zone,; Ordinance of the Town of Southold;Suffolk,Caunty New York and other appJiea6le Laws,"Ordinances"or Regulations;fof.the consti idion"of buildings ''-additions;atterations.orfor-removal craemotition,as.herein described:The applicant agrees to'comply,wftkall"applicable laws,ordiriarices,awitding code,' ': -housing code and regulatwns"and to admit authorized,irispectois'onpremises and:in tiuildmg(s)for necessary inspections.False statements made kereiri are .';punistiableas:a.LYass`AmisdemeanorpursuanttoSection'210:45;ofttie:New'YarkStatePenal"Law: .• ; .t;;,',:"'""�; Application Submitted By(print nam :�l� �� (5�S L�uthori ed Agent El Owner Signature of Applicant: Date: /�a STATE OF NEW YORK) �� f S: COUNTY OF W j 1" P" chi c —SSSu eing duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above name , (S)he is the (Contractor,Agent,.Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set.forth in the application file therewith. Sworn before me this day of 20 �- Notary Public ,,`,,,,111$1%,, �� St ATEp� DeborA Orlowski Notary Public,State of New York NOTAW PROPERTYAUTHORIZATIQN*% i _* No.010R6280392 Qualified in Suffolk County (Where the applicant is not the owner) .,NEi;>'00, Commission Expiresos/1312th S(a 1� residing at –I u '✓��IuAd � IJ hereby authorize AMP ARCHITECTURE to apply on my behalf to the Town of Southold Building Department for approval as described herein. I-) 1aa O s Signature Date Print Owner's Name 2 .Z Survey No.:89—070 OPEN SPACE ' Q1 gp Qf �� �Ty Awrohir NOO°50'30'W 415.44 (v �1 Ried September 2$ 1989 45 Hap No. 8022 14 � �Q \\ X435 X44.0 �s ` PUP• N—/ prellmg •� \ !fib 4 2 50.4 .gyp• � �.5 13 N \ 'so 3 / c d �6 433' ti e V ��7 ♦�3. / / 1�� F/na[ Location tion 09/17/94 / / oo temulhMzed atwatlan ar edaRion to a mw t+eadaq a pro}esan. // IOC.00`, 1m�3 9rtvyore 5eW U a Naboon of Section 7TD9.Std-Seetbn 2. (-/4J � M tM Ner York Stafs Education tar• ♦ \o- .r5fle R,ghts-ef-xay or e®emente of record not.hom on thU map me SlnQ at ad. C c«af.a5wo Iltl t h ei�iry that this wr..r ra.pr.Par d In asordence r1M fhe s>dadna Cade et Pmetlae'for Land Surreys adopted by the•Nap Yo.k State/ueada5mrto P-fWw et Pmfos.tarW lmd iir=rOLftCOUittY DEPARTMENT mom, prn�a Cie.hin•tn�w«�`R.sted �x l OF K .�QRVii3F.� .—not tran.ferabl.to aadltiara ineatu5ona er wbepu.nt SINGLE FMAILY DWELLING 0K.LY .rn� RN.r'rMVd of Cooessfev-.bd�°OSft4 Cwt..fiom the•oRlaNAI•of th;.aw.ey map oat m' WN on aid 6beall+nai ba.om der.d to eo a�w�truee�N �'inMed tet"to T Sf1Yoo l fr. jl4¢r�J'FL`!t'K`.t`J:iNr&:�}+ `a fa iteso have bomt1 lasv�.'fWPli for ceAdW by WS Depral rant os oth.r agWt;e4 east found+o be sad oq. i hereby aertllY that thffi map was made from an actual �+ M"ay aampleted by me on 07/30/90 (yb tar Chardonnay Esta A --c � . •. . chI f Edward A Bullock. Jr. rg w_ Pmf male",Land surAw a Enae«r 49 Miler Awnue L7 port Jefferson 9tatton NY 11776 516-473-5832 N-YS P.LS.No.4=4 k N.Y.S.P•E Na 53875 50' Taz Map Not 1000- 51 — 3 —314 j� 17-01-14 SITE PLAN HATCH KEY: PROPOSED BUILDING ADDITION lam/ PROPOSED FRAME DECK Q �➢I D w J C13 O LO O FA5E <E -r : ' , Z C9 C >1 caO O N 0 PROJECT LOCATION &SCOPE a -U-) � SITE PLAN & ZONING DATA 0 x � 1 . PROPOSED 1 2 STORY FRAME ADDITIONS 0 0 0 "OPEN SPACE B° 2. PROPOSED FRAME DECKS -J N o 5. PROPOSED STORM WATER MANAGEMENT (5-002 .00 GENERAL NOTES Q a O ENERGY TABLE NOOo50'30°w /- -- ------- ---- ----- - STRUCTURAL DESIGN CHARTS -J . .. o-.� - ----- 415_44----------- c4 -, ;Q W 7 `, o _-------- 10 ° ° -----"- ` s F O�IEGT DATA : (5-005.00 HOLDOWN, ANCHOR BOLT, �- RELOCATED N ) 0 2 SHED 8X12' EXIST.GONG.PATIO 1 / SHED m �, � o STRAPPING, & NAILING DETAILS x .� FASTENING SCHEDULE PLAT. cn EXIST. I.G. a '^ ` J. �fi PROJECT / ZONING DATA -�-� O O POOL 20'x40' ./ d1 � a TAX MAP # 1000-51-3-30.14 I �-00 ,00 FRAMING GRAPHICS U �% E 1ST. SHED T POOL Ex p,R P°R 41 V. - 1 n1 DECK I STORY BE REMOVED EQUIP. �' - / �V ZONING DISTRICT A-80 (A5 PER FILED MAP) BEAM CONNECTION PATTERNS W AP��yPy� R - ADDITION � - � FIREBLOCKING DETAILS "�� ROVED AS NOTED' AD ITION EXIS .I FRAME DEOGK --- / N/G 110X12'; ' LOT AREA 0.9 ACRES . � \� DECK iSHED_i _ � // DATE: B.P.# 5,5 \ 60' REAR YARD SETBACK -_ - __ - - -- ----- ---, - 6Rp,J�--- �/ ------------ - J ��Ilb" GofO - I FAMILY DWELLING W/ - PROPOSED DEMOLITION PLANS FL-E: BY: s, 21.6' i 14. I' GATE RELOG. p ATTACHED GARAGE 2 OPEN NO. Z-23309 z�r. m 25.6' /11.5'/ 25.4' ,q 4 FENCE ��� ,/ PORCHES NC TIFY PEDING DEPARTMENT AT �� /}°�_ ��ei/// )' ��� p%�-� ° / I STORY j/�! � /� V 755 RC2 E AM A PM FOR THE ��p� ,n,�p� tt> EXIST. 2 STORY ADDITION Dwi -(� GofO - I.G. POOL W/ FENCE NO. Z-33991 ti �- n FRAME HOUSE q 5' ti FOL: DWINC. 1 JSr tCT10?.S: 10.0'_ r94';ui _ •- fi\ �-Q o d GARAGE ?';I � o / PROPOSED FOUNDATION PL 1. �::, )NDF '�Oi� - TV-VO REOUiRED \� �c ��/mj° n /ry % Gofo - DECK ADDITION NO. 37323 AN Q F�)R -.-, POURED CO'N'CRETE '�� 6 ,m 41.2 �� TOUGH - FF & PLUMBING �o \� �yOG�� v 54'J � 215' / �' �� FEMA FLOOD ZONE X 3. I':>ULATION T% \�rE � PD - X' W 0 �C���� / ��tk� ��� WETLANDS DISTRICT N/A Q �. +L CONSTf-;11:,T►ON MUST \` q� �o --gyp MA RY WALK /. o PROPOSED FIRST r,"0MIPLETE FC:i C.0. 1 8 2 v' DEC DISTRICT N/A FLOOR PLAN A!.L C-"NSTRUCT0 SHALL MEET' THE \. STORY ' REO.'!RF":BENTS OF THE CODES OF NEW < ADDITION ry A ' SUFFOLK COUNTY HD APPROVAL RIO-94-23 YORKS1ATE. NOT RESPONSIBLE FOR \ 011 � DESIGN CR CONSTRUCTION ERRORS. c?' 6�\ \��� Oo HABITABLE SPACE -�- EXISTING PROPOSED ` APROPOSED SECOND FLOOR PLAN \ COMPLY WITH ALL CODES OF ��- vj� �0 BASEMENT AREA 0 S.F. 0 S.F. ,� R=50.00 - NEW YORK STATE TOWN CODES \.\%/ L=13.23 / - ---- --- FIRST FLOOR AREA 1,2-79 S.F. 2,9-74 S.F. AS REQUIRE[) AND CORDITiONS OF t� t�S� 3r0'4' �j� dual c) SECOND FLOOR AREA 1,251 S.F. 1,158 S.F. PROPOSED EXTERIOR ELEVATIONS � � �o� �-2®I .O® D, and � S a`' per Q' TOTAL BEDROOM COUNT 3 3 L �,.��E�A ,a nergy Code J . : fit 1�J� ,- SIEES 0 LOT COVERAGE U - _ -- --_- -_-- -_ A-202,00 PROPOSED EXTERIOR ELEVATIONS }� SITE LAYOUT NOTES: DESCRIPTION (FOOTPRINT) AREA % LOT ,6.,i, d Q I I. THIS IS AN ARCHITECT'S SITE PLAN B 15 COVERAGE Q r SUBJECT TO VERIFICATION BY A LICENSED aidd",�;w�L. SURVEYOR. THE INFORMATION TOTAL LOT AREA 40,001.0 S.F. _ DRAT NAGE SYSTEM CALCULATIONS (ADDITION ONLY): J REPRESENTED ON TH15 SITE PLAN 15 TO THEf BUILDING SECTIONS 1,518 ScL. Ft. X 0.1'1= 258.0 PROP. ROOF AREA = 1,517.7 5th,. Ft. test7rg r!_'g7ja ed� ARCHITECT'S BEST OF KNOWLEDGE. EXISTING 2 STORY HOUSE d GAR. I,-144.0 S.F. 4.430 6 259/42.2= 6.1 VERTICAL FT. OF 8' DIA POOL REQUIRED Q' 2. SURVEY INFORMATION WAS OBTAINED EXISTING DECK 45 1.0 S.F. 1.1% PROVIDE (2) 8'0 X 4' DEEP DRYWELLS J FROM A SURVEY DATED JANUARY (b, 2015 AND PREPARED BY: f DECK ADDITION 58.0 S.F. 0.1% DRAINAGE SYSTEM INSTALLATION NOTES: BARRETT BONAGGI $ VAN WEELE, PGMODIFIED COVERED PORCH 50.0 S.F. O.I� -��I •�O DESIGN DETAILS • A MINIMUM OF 10' SEPARATION 15 REQUIRED BETWEEN DRYWELL5 4 175A COMMERCE DRIVE rn WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC HAUPPAUGE N.Y. 11.788 COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS AND THE TELEPHONE: (631) 435 IIII EXISTING I.G. POOL 800.0 S.F. 2.090 uj Z EDGE OF ALL FOUNDATION WALLS RELOCATED SHED 9b.0 S.F. 0.2% 2 • A MINIMUM OF 5' SEPARATION 15 REQUIRED BETWEEN DRYWELLS 'L MBER CERTIFICATION -- - O CONCRETE SLAB5 AND PROPERTY LINES ;y PROPOSED ADDITION 1,51-7.7 S.F. 3.830 y • CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL ON EAD CONTENT BEFORE p - �- PROPOSED STRUCTURAL PLANS - GER1FICATE OF OCCUPANCY ��� TOTAL AREA OF ALL STRUCTURES 469b.-7 S.F. - 11.795 w W SOLDER USED IN WATER "MAXIMUM LOT COVERAGE ALLOWED - 2090 DRYWELL/DRAINAGE STRUCTURE NOTE: SUPPLYSI�ST�M CANN,3T A MINIMUM 10' SEPARATION IS REGUIRED EXCEED 2/10 iu 1,,'/) LEAD. ° REQUIRED SETBACKS - MAIN BUILDING �- 0�,00 PROPOSED STRUCTURAL PLANS o BETWEEN WATER SERVICE LINE/LATERALS/MAIN5/5EPTIC/L.EAGHING 1.'3 -- - - - - - /SEWER AND THE EDGE OF ALL STORMWATER C REQUIRED EXIST. PROPOSED COMPLIES PROJECT: DRAINAGE LEACHING STRUCTURES H LEADER NOTE: ` S FRONT YARD 50.0' 51.2' 51.2' YES CONNECT ALL LEADERS GOMINS FROM PLUMBING 5- 105.00 PROPOSED STRUCTURAL PLANS SANTIS GUTTERS TO NEAREST DRYWEL.L. ALL PLUV.BING WASTE T�/ SIDE YARD 20.0' 35.8' YES &WATER LINESCOV+�DIN� ADDITION �' 11vG,1BEF.OPs_ . BOTH SIDE YARD5 40.0' 87.8' b9.8' YES �y - �- ®�,®® PROPOSED STRUCTURAL PLANS 465 BURGUNDY COURT SITE PLAN I REAR YARD p b0.0' b5.3' b0.0' YES V II SOUTHOLD, NY 11971 SCALE: I" = 30'-O" All exterior lighting; installed, replaced or ,0O DWV/ WATER SUPPLY RISER DRAWING TITLE: OCCUPANCY OR repaired shall conform to r PROJECT LOCATION & SCOPE UNLAV&UL of the Town Code SITE PLAN & ZONING DATA WITHOUT CERTIFICATE OF OCCUPANCY 130 PAGE: RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 S�Ym - OO OF THE TOWN CODE. E. . / ® ■ f M B�N2c:nNUY Sf; :0 EL FC j ..� � DATE: 11/23/22 1 OF 17 /9 qR S J E O c SFW I'N!S`PEC'TION! I EOUIRIE: R yd'No SUBJECT PROPERTY i 4 p A& % Ch'v DO NOT PROCEED WITH FRAMING UNTIL SURVEY N(1V 9 ���2 OF FOUNDATION LOCATION 4y` , v �. r IFAS EES'J APPROVED. '' �. .,, . TOWN QF SnDlTMOILLI 0,,T4 LOCATION MAP SCALE: NTS NOTES � SFE C,F I GAT I ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY ABBRE Y I AT I O NS IT IS THE CONTRACTORS RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED 1. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 4 BETTER (Flo = 8"75) UNLE55 THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMEN51ONS OF EXISTING FOUNDATION AS IT -----------][BOARD - _ TOGETHER AT ALL TIMES. IT IS ALSO THE CONTRACTOR RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. of ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE BD. � BOARD _ INSUL. INSULATION PRESCRIBED HEREIN. WHEN IT CAN BE 5HOWN, AND THE AUTHORITY HAVING 5UB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF _ SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK BFE � BASE FLOOD ELEVATION INT. INTERIOR d 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE,MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR _ Q GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN,UNDISTURBED SOIL I BLDG. BUILDING [K KIPS (1000 LBS) I C) GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD,ALSO SHALL BE DEEMED To CONFORM TO THE REOUIREMENT5 OF THIS DOCUMENT _ I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLE55 (1) 2"xb" (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD 5. 501L TO HAVE MIN. BEARING CAPACITY OF (1) TON/5Q. FT.,U.O.N. LL APPLICABLE BUILDING DEPARTMENT. IS NECESSARY TO MATCH FLOOR HEIGHTS HITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS BM BEAM MANU. SPEG.'s MANUFACTURER'S SPEGIFIGATIONS LL APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW &RADE, UNLESS B.O. BOTTOM OF MAX. MAXIMUM J 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HANGERS BY "TECO" OR OTHERWISE NOTED _ _ _ ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING a--� EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER,GLUED LAMINATED TIMBER, BOT. BOTTOM -1 MEGH. i MECHANICAL � .O N STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. PREFABRICATED WOOD I-JOISTS,STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS,U.O.N. _ � 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, 6YF'SUM, HARDBOARD, AND STRUCTURAL B.O.W. BOTTOM OF WALL MIN. MINIMUM O W_ FLOORS, ROOFS, AND WALLS. PANELS,SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS -�_ �_ _ 0 AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN 1.1 THROUGH I.B. UNTIL 1�"' TIER OF FRAMING 15 IN PLACE. 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, G.J. I1GEILING JOIST NAVD88 NORTH AMERICAN VERTICAL DATUM OF Ig88 i z C 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LORD-BEARING PURPOSES, -7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. COL. COLUMN NYC, BG NEW YORK CITY BUILDING GORE 1 O N OF THE OWNER/BUILDER INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED _ � O -- --- co 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 7• ALL BEAMS,GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED GOVT. 1 CONTINUOUS O.G. �ON CENTER >) 2 X 0 N WHICH PARTICIPATES IN AN ACCREDITATION PR06RAM, SUCH AS THE SOLID WITH CONCRETE. SHALL BE CLARIFIED WITH THE ARCHITEGT/ENGINEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"x10" UNLE55 OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE DBL. DOUBLE OCG. OCCUPANCY O O O WITH THE WORK. GRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. __ � m ;-, � 6. NO DEVIATIONS OR GRANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE q• ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/GONGRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION ON a-c � P.T. REOUIREMENT5 OF U.S. DEPARTMENT OF COMMERCE P520-qq. l0. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 1 O Q ft3 UNLESS APPROVED BY THE ARGHITEGT/ENGINEER. DAYS OF 4,000 P.S.L,U.O.N. -- l0. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 12. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. -- DIMENSION P. GONG. (POURED CONCRETE Q ,.- a- 2 7. CONTRACTOR To VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE IS OF GENERALLY, SHEATHING E HI E N THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTG A 1110.1 STRUCTURAL GLUED LAMINATED 11. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH BEFORE THE START OF FRAMING ROOF AND - 5 COX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. b MIL. POLYETHYLENE VAPOR BARRIER UNDER D.J. DECK JOISTS L. PLATE 8. DRY WELLS AS REQUIRED SY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN EA. EACH PLYWD. -1 PLYWOOD APPLICABLE. 1.3. PREFABRICATED HOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. ^ ` q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 ELEV. ELEVATION P.T. PRESSURE TREATED w 11. SUB FLOORING,GENERALLY, TO BE OF 3/4" THICKNESS AND OF COX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - NAILING AS PER FASTENING SCHEDULE ON PAGE 0-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED w00D I-JOISTS, TH15 (1) WALL TIE PER (3) 50. FT. EQUIP. EQUIPMENT REQ'D REQUIRED 10. OWNER/SUILDER ARE RESPONSIBLE= FOR ALL INSPECTIONS, APPROVALS, DOCUMENT, THE 60VERNING BUILDING CODE AND ANY ADDITIONAL CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE HRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, D APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. l EXIST. EXISTING Ri [RISER il. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO,RA - - .,�� AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY REIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BASED HATERPROOFIN6 TO EXTERIOR OF FOUND. EXT. EXTERIOR l RM11 . ROOM -� PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN6. U51NO STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH GRADE. - U ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF [F.A.I. FRESH AIR INTAKE R.R. �OOF RAFTER J ■- 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS 14. PROVIDE 'X' GROSS BRACING AT JOISTS,STUDS, AND RAFTERS HHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN,THE 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES - n RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 8'-O" AND AT EVERY &'-O". 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL REOUIREMENT5 AS OF 40"F AND FALLING, UNLESS APPROVED BY ARCH TECT/ENOI NEER. NO FAR I FLOOR AREA RATIO BTL. STEEL W SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. - - 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE F.A.V. FRESH AIR VENT - S.V. SMART VENT "IJ G-003. IS. PREFABRICATED WOOD TRU55ES: ASSEMBLIES USING PREFABRICATED 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY - -� ■ 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE ARCHITECT/ENGINEER. FF (FINISHED FLOOR TBD TO BE DETERMINED TIMES. AT THE COMPLETION OF HORK_THE CONTRACTOR SHALL REMOVE ALL I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS Il - -- RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN CLASS AND LEAVE WORK NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE I8. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION HALLS AND FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLA55 BROOM GLEAN. CONNECTED HOOD TRU55 CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, HHERE EVER APPLICABLE. -- ---- 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. F.J. FLOOR JOISTS 11 THK. THICK - � LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 111. UNLESS OTRERHISE INDICATED,ALL FOUNDATION FOOTINGS ARE TO 8E A I8. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. Ib. GYPSUM: GYPSUM 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 , 0) AND ORDINANCES. GENERALLY,SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF A5TM 036 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK --- - - I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A I6" SPAN. WALLBOARD, ASTM 03"1 SPECIFICATION FOR GYPSUM LATH, OR ASTM 0711 CONCRETE SLABS TO HAVE bxb 10/IO WELDED HIRE REINFORGINC. i FRCE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD � < -- THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR GYPSUM SHEATHING BOARD. V J COMPLETION OF PROJECT. let. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. _][FRAME TVP. _ TYPICAL - l n, AS PER PAGE 6-003. I.I. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. Ib" WIDE x 8" I VJ 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF DEEP 4 V-O" BELOW GRADE. I FRPR. FIREPROOF U.O.N. UNLESS OTHERWISE NOTED Q ARGHITEGT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PR.E5ERVATIVELY TREATED LUMBER IN AN51/AHA AL35.6 HARDBOARD SIDING. -- ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD �FTG. FOOTING VERT. VERTICAL AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING _ _ __ _ ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/COPPER NAPTHENATE HHICH SHALL CONTAIN 2% COPPER 1.8 STRUCTURAL PANELS: 6LA55 WINDOH5 AND DOORS -- - THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE,L055 OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING,OR SOAKING UNTIL THE WOOD I. ALL 6LA55 TO BE INSULATED LOW-E,UNLESS OTHERWISE SPECIFIED. i GYP. BD. GYPSUM BOARD rV.I.F. VERIFY IN FIELD ABSORBS NO MORE. ALSO, FOR HAROHARE USED WITH P.T. LUMBER, 1.8.1. PLYHOOD: PLYWOOD U5ED IN STRUCTURAL APPLICATIONS SHALL _1 �I 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER H.D. HOLD DOHN w/ WITH INJURY TO OR DESTRUCTION OF TAN015LE PROPERTY (OTHER THAN THE HORK MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD 1 (PS 1) CONSTRUCTION AND CLEARANCES ARE PROVIDED. -_ I - < ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (B) 15 CAU5ED IN ETC. FOR LOCATIONS SUCH AS: LEDGER BD.,SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD,U.S. DEPARTMENT OF GOMMERr-E VOLUNTARY HDR HEADER WD. WOOD WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OM155ION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR 3. ALL SLIDING CLASS DOORS, SKYLIGHTS, AND ANY GLASS UNIT INSTALLED 1 ---- ------ CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED &LASS, HNGR HANGER I ZR. ZONING RESOLUTION I EMPLOYED BY ANY OF THEM, OR ANYONE FOR HHOSE ACT5 ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. UNLESS OTHERWISE NOTED. - - BE LIABLE R.EOARDLE5S OF HHETHER OR NOT IT IS CAUSED IN PART BY A A. TRUSS JOIST MGMILLIAN IAE MIGROLAM HOR. HORIZONTAL PARTY INDEMNIFIED HEREUNDER. B. OEOR6IA PACIFIC 2.OE 6-P LAM 1.6.2. ORIENTED-STRAND BOARD (0513), KAFERBOARD ORIENTED-STRAND 4. ALL GLA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH I&. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR HAFERBOARD USED IN STRUCTURAL IONS SHALL MEET MANUFACTURER'S SPECIFICATIONS. --_- BUT NOT LIMITED TO FORM-HORK, BLOCK-HORK,FRAMING, NAILING, PLACING A. TRU55 JOIST MGMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY INSULATION FENESTRATION R �Cl� I R M I `�T� OF CONCRETE,ETC. ARE TO BE CARE=FULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEG.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR ENERGY CONSERVATION CONSTRUCTION CODE. APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE HITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. - ---- AND SPECIFICATIONS WH ILL NOT BE PERMITTED WITHOUT RITTEN FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING 00DE, 6. PROVIDE FLASHING PANS UNDER ALL SLIDING 6LA55 DOORS, WINDOWS, OR AUTHORIZATION OF THE ARCHITECT/ENGINEER. AND ANY ADDITIONAL REOUIREMENT5 SET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. PROPOSED DESIGNCODE PRESCRIPTIVE VALUE � CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY COMPONENT COMPLIES la. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL VALUE CITATION (PER 2020 NYSEGCC) NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAHN RAFTERS SHALL EVALUATION REPORT. SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. PERTAINING ARE TO BE FIELD VERIFIED. NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 8. ALL 6LA55 IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. &LASS 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK U-VALUE = 0.25 RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN51/AHA AlcWl GELLUL0510 SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. MAX. U-VALUE = 0.32 HHICH INTERFERES WITH NEW CONSTRUCTION IN A HORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0208 STANDARD SPECIFICATION FOR FENESTRATION U-VALUAIR LEAKAGE = 0 E MAX. AIR LEAKAGE = 0.30 CFM/SF YES IN DIAMETER TO ONE-THIRD THE: ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH .30 GFM/SF 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGE5. ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY of THE PER 8402.4.3 � TABLE 8402.1.4 - CLIMATE ZONE 4 SPECIFICATIONS,UNLE55 NOTED OTHf_RWISE. 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE HINDOW MATCH 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. THE CHARACTERISTICS OF THE ANDERSEN HINDOH SPECIFIED. THE MIN. R-VALUE = 411 22. PROVIDE FIREBLOCKING AS PER NEW YORK AGCE5511BILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, CEILING R-VALUE R-411 BATT INSULATION PER TABLE 8402.1.2 - CLIMATE ZONE 4 YES THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (P5- I), THE 60VERNIN6 BUILDING CODE,AND ANY ADDITIONAL ROUGH OPENING,U-FACTOR,LIGHT AREA,VENT AREA, AND EGRESS 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION REQUIREMENTS. i MIN. R-VALUE = 30 UNAUTHORIZED USE UNDER FEDERAL LAH BY THE ARCHITECTURAL WORKS OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. REPORTS. GOPYRIGFfT PROTECTION ACT OF IggO (AWGPA), HHIGR HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. 10. HINDOW5 IN TUB/SHOWER ENCLOSURES AND HITHIN STAIRKAYS SHALL BE FULL HEIGHT OF UNCOMPRESSED INSULATION TO 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL TEMPERED CLASS. CEILING R-VALUE EXTEND OVER THE WALL TOP PLATE AT EAVES; 25. FOR NEW WALLS, A PERFORATED SHEARHALL SYSTEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. (WITHOUT ATTIC SPACES) R-30 FOAM INSULATION CEILING AREA SHALL BE LIMITED TO 500 S.F. OR YES GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. 20% OF TOTAL INSULATED GEILIN6 AREA, - ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL NOTES, AND TABLES ON PACE 6-003 4 0-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 18.2.1 SQUARE AND GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE WHICHEVER IS LESS. i2 CONSTRUCTION;55TO 10-1111 AND 2018 5150 HIGH WIND EDI-ION WOOD FRAME SPECIFIES THE REOV NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCR.EHS (INCH SERIES). M1551LE TEST OF A5TM E1g116 AND A5TM EI886 AS MODIFIED BY 2020 NY5 BG PER R402.2.2 4 TABLE R402.1.2 - CLIMATE ZONE 4 z CONSTRUCTION SPEGIFICATION5 ON THE FLOOR PLANS SHALL SUPERSEDE THE FA5TENING SECTION 301.2.1.2.1. GARAGE DOOR&LAZED OPENING PROTECTION SHALL MEET - __-- -- I w I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION HALLS, SCHEDULE). HOLDOHNS OPERATE IN CONJUNCTION HITH THE PERFORATED 2.2,2• LAG SCREw5: LAG SCREWS OR LAG BOLTS SHALL COMPLY HITH ANSI/ THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR E EXTERIOR (2 x6 ) WOOD :, MIN. R-VALUE = 20 (CAVITY) 2 FLOORS,STUDS AND ROOF FRAMING SHALL BE PROVIDED. SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEC.'s). ASME 5I8.2.1 5OUARE AND HEX BOLTS AND SGR.EHS (INCH SERIES). AN51/DASMA 115. 2 FOAM W/ R-13 BATT TOTAL R-2-! YES 0 HOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. FRAME WALL R-VALUE PER TABLE 8402.1.2 - CLIMATE ZONE 4 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 12. AS AN ALTERNATIVE TO NOTE#11 ABOVE, WOOD STRUCTURAL PANELS WITH - - - -- _-___._ INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF ISG SHALL 22.3. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES BE USED IN ACCORDANCE WITH LVINO CODE, SE RECOMMENDATIONS. 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REOUIREMENT5 OF ANSI/TPI I NATIONAL DESIGN A THICKNESS OF NOT LESS THAN J" AND A SPAN OF NOT MORE THAN &' SHALL MIN R-VALUE = 14 iul WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND FLOOR R-VALUE R-30 BATT INSULATION PER TABLE 8402.1.2 - CLIMATE ZONE 4 YES TREATED HOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE 3. METAL PLATES,CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED HALL w/STEEL SHIMS 4 A MIN. 3/4" OF NON-SHRINK &ROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS - DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL SECURE w/(2) 1/2" (P ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® PER THE ANGHORAOE METHOD SELECTED IN ACCORDANCE HITH TABLE COMPLIANCE STATEMENT: ui AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. HALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING 51ZE AND 8301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN Q 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL POSTING 0 G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" 6AOE ARE SPECIFIED, MINIMUM A5TM A653,STRUCTURAL QUALITY, CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED COMPLIANCE WITH THE 2020 NYS, ENERGY CONSERVATION CONSTRUCTION CODE U5INO CHAPTER 4 [RE]. SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE WIDE 3 COURSES OF 50LID BRICK MASONRY CENTERED ® POSTING, U.O.N.). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS 5HALL ON THE BUILDING. PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. IN A SHEARWALL,ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S PLUMBING TABLE R30I .-IPROJECT: STANDARD SHEARHALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, CODE EVALUATION REPORTS. I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, HASTE, AND VENT (DW) CLIMATIC 4 GEOGRAPHIC DESIGN CRITERIA 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG 225 NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD SYSTEMS To NYS PLUMBING CODE AND NYS DEC REGULATIONS. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS SANTIS RAFTERS EXCEPT WHERE COLLAR TIES OF 1"xb" OR 2"x4" LUMBER 15 w/b" RISE 4 w/(2) 3/4",P BOLTS THROUGH CENTER LINE OF VERTICAL LEC-5 SPECIFICATION FOR DRIVEN FASTENERS: NAILS,SPIKES, AND STAPLES. GROUND SNOW LOAD 25 LBS LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF SET b" DIST.,U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-003. 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. RAFTERS. 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES ALLOWABLE ADDITION SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION STRUCTURAL MEMBER DEFLECTION BASIC WIND SPEED 130 MPH b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE AND AT BASE OF VERTICAL WASTE PIPES. 7. FLOOR TO FLOOR HOLD-OOHN5 TO BE PROVIDED EVERY 48" AND EVERY MANUFACTURER'S CODE EVALUATION REPORTS. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 1/8" PER RAFTERS HAYING SLOPES GREATER THEN 3/12 EXPOSURE CATEGORY B 16" HITHIN 4' OF EXTERIOR CORNERS. ASPHALT ROOFING SHINGLES FOOT. L/180 I. ALL SLOPED ROOFING 5HINCLE5 SHALL BE GAF-GLA55-A ASPHALT ROOFING 2'2'7' SCREWS: SCREWS SHALL COMPLY WITH AN51/ASME B 18.6.1 W/ NO FINISHED GEILIN6 ATTACHED TO RAFTERS SEISMIC DESIGN CATEC70RY B wooDSGREWs (INCH SERIES). 465 BURGUNDY COURT &. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED SHINGLES OR APPROVED EQUAL. 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS,UNLESS OTHERHISE NOTED: TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER - DISH WASHER.........................................2" INTERIOR HALLS 4 PARTITIONS H/180 WEATHERING SEVERE SOUTHOLD NY 11971 OF J" AND 3"x3"xj" HASHERS. A 'MINIMUM OF ONE ANCHOR BOLT SHALL BE 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT,UNLESS OTHERWISE MECHANICAL CONNECTIONS: - KITCHEN SINK........................................2" PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR NOTED. ALSO,CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE - LAVATORY...............................................2" FLOORS 4 PLASTERED CEILINGS L/360 FROST LINE DEPTH 3'-O" BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF '7" SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. '" IN CONGRETE/MA50NRY AND HATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL I. ALL MECHANICAL CONNECTIONS SPECIFIED DUCT. - SHOWER/TUB2" SIMPSON MAY BE FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WIITHIN 12" OR CORNERS LINE. 4 24' FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. - TOILET........................................................3" DRAWING TITLE: AND AT SPAGIN6 NOT EXCEEDING 4' ON CENTER. - LAUNDRY .................................................2" ALL OTHER STRUCTURAL MEMBERS L/240 TERMITE MODERATE TO HEAVY 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED 3. PROVIDE FLASHING NECESSARY FOR HATER TIGHT AND WEATHERPROOF BY "SIMPSON" MANUFACTURER. - FLOOR DRAIN..........................................3" GENERAL NOTES CONSTRUCTION. EXTERIOR WALLS H/ PLASTER OR STUCCO FINISH H/360 ICE BARRIER REQUIRED YES CODES AND REFERENCE STANDARD:_ 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" _ - ENERGY TABLE I. ALL NEW WORK PERFORMED SHALL_ CONFORM TO THE 2020 NEW YORK 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL THROUGH ROOF. EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 STRUCTURAL DESIGN CHARTS SPECIFICATIONS. STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY 7. PROVIDE FROST-PROOF H05E BIBS HITH EA51LY ACCESSIBLE DRAIN 4 NEW YORK STATE PROPERTY MAINTENANCE GODS, AND 2020 NEW YORK 5. NAILING OF ROOFING SHALL BE TO CODE. LOADING VALUES ARE LE55 THAN HHAT IS SPECIFIED BY "SIMPSON" DRAIN COCKS AS REOV. HOSE BIBS SHALL BE PROVIDED HITH BACKFLOW EXTERIOR HALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 STATE ENERGY CONSERVATION CONSTRUCTION CODE. PROTECTION. 6. CORROSION RESISTANT II GAGE ROOFING NAILS AND Ib &ACE STAPLES ARE 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 2. REFERENCE STANDARD USED FOR. ALL WOOD FRAMING, CONNECTIONS OF PERMITTED 8. WASTE FROM CLOTHES HASHERS AND LAUNDRY TUB5 ARE TO BE PROVIDED HOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 HOOD FRAME 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER WITH BACK FLOW PROTECTION ^ PAGE: CONSTRUCTION MANUAL BY THE AMERICAN FOREST 4 PAPER ASSOCIATION 7, PROVIDE (2) LAYERS OF I5# ASPHALT BUILDING FELT UNDERLAYMENT FOR MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. . STRUCTURAL DESIGN LOADS (AF4PA) AMERICAN HOOD COUNCIL ('AWG). 2:12 PITCHES TO 4:12 PITCHES q. THE HATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER HEALTH DEPARTMENT STANDARDS AND REGULATIONS. - -- � 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE SPECIFICATIONS OF THE PRODUCT SEINC INSTALLED 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF USE LIVE LOAD DEAD LOAD ■ OO PLUMBING CODE. THE SEALANT TO UPLIFT FORGES USING ASTM D 6381. 10. APPROVAL AND INSPECTION IS REOUIR.ED BY LOCAL JURISDICTION PRIOR ___ 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY TO CONGEALMENT OF PLUMBING. 4. ALL MEGHANIGAL WORK SHALL CONFORM TO THE 2020 NEH YORK STATE ARCHITECT EXTERIOR BALCONIES 40 psf 15 psf MECHANICAL CODE AND 2020 NEW YORK STATE FUEL OAS CODE. 8. ALL CONNECTORS SPECIFIED ASA "SIMPSON" TOP MOUNTED BEAM 11. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE.5. ALL ELECTRICAL HORK SHALL CONFORM TO 2017 NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED NATIONAL ELECTRIC HANGER SHALL BE ALLOWED TO BE SUBSTITUTED HITH A TOP MOUNTED NOR ANY POTENTIAL DAMAGE THEREOF. DECKS 40 psf 15 psf DATE: 09/09/22 2 OF 17 CODE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION GYPSUM WALL BOARD BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. CONSTRUCTION CODE. I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT ELECTRICAL: PA55ANOER VEHICLE CARAOE5 50 psf AS PER PLAN COMPOUND METHOD. INSULATION I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM I. ALL EXTERIOR HALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED TO 2017 NATIONAL ELECTRIC CODE,NFPA 70 AND 2020 NEH YORK STATE ATTICS WITHOUT STORAGE (MAX CLEAR HOT< 429 10 psf 15 psf 2. ALL GYPSUM BOARD SHALL BE 1/2" ON HALLS AND GEILIN6, UNLESS FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. ENERGY CONSERVATION CONSTRUCTION CODE. OTHERWISE NOTED. HATER RESISTANT (H.RJ AT BATHROOMS AND HHERE FOIL TO BE PLACED TOWARD WARM SIDE. DEEMED APPLICABLE. ATTICS WITH 5TORA&E (MAX CLEAR HOT > 42") 20 psf 15 psf """"",f°�^,�...,...,� SITE WORK 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON , -L�i'1 , I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR 3. 5/8",ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON GEILIN6 AND WALLS WALLS FROM b" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY COMPLETION OF WORK. ROOMS OTHER THAN SLEEPING ROOMS 40 psf IS psf r� .-',___�., ,,,, (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET CONTRACTOR OR OWNER. GARS SHOULD BE TAKEN NOT TO DAMAGE 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: p p (�`s� �1.`( hP� r>(.)� <, 2. VERIFY ALL 61VEN DATA ON DRAHIN65. IF THERE IS A D15GREPANCY, IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING FOUNDATION WATERPROOFING. - GENERALLY,VERIFY OR PROVIDE HARD WIRED 4.(j � < � SLEEPING ROOMS 30 sf 15 psf RECEIVE CLARIFICATION FROM AROHITEGT/ENGINEER MDR TO PROCEEDING. EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON HOOD FRAME, INSTALL SMOKE DETECTORS w/ BATTERY BACK-UP IN: p p C>~ c ",�_`�,- c \ CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. 3. GENERALLY,UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: I`tip,4. ' .: ys}bate•C.) 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. - q" R-30 FOR FLAT CEILINGS A. EACH SLEEPING ROOM 5TAIR5 40 psf 15 psf : "' ! "' STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES,CORNERS,AND EDGES SHALL BE - 8.25" R-300 FOR VAULTED AND CATHEDRAL CEILINGS * 'µi SITE. STOCKPILE ALL EXCAVATED MATERIALS. TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION S. OUTSIDE OF EACH SEPARATE SLEEPING ter'_ : ,.- 4- }= GUARDRAILS AND HANDRAILS 200 psf 15 psf � TO DRY BETWEEN COATS. FINAL GOAT TO BE SANDED SMOOTH. - 5.25" R-21 FOR 2"x6" WALL CONSTRUCTION AREA IN THE IMMEDIATE VICINITY OF p p A %)�,' �. 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE - 5.25" R-21 FOR FLOORS THE BEDROOMS (GENERALLY THE HALLWAY) •dV. � ' .;;,,,� '^L '�-......"«�' .hit ROOTS,ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND tr FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. ALL OPENINGS. 25 psf 12 psf FOR ATTIC CJF `+. G. EVERY LEVEL OF DWELLING ROOF LOADING (LIVE = GROUND SNOW LOAD) p IS psf FOR CATH. ..,...,....". 5. PROTECT TREES HITHIN EIGHT FEET OF THE BUILDING. b. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-003. MECHANICAL, FUEL GAS: (BA5MENT, FIRST FLOOR, 4 5EOOND FLOOR, ETGJ I. MECHANICAL AND FUEL GAS SYSTEMS SHALL COMPLY w/THE *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH NYS MECHANICAL CODE AND FUEL 6A5 CODE ASCE 7-I6 MINIMUM DESIGN LOADS FOR BUILDING5 AND OTHER STRUCTURES HOLDONN DETAILS T`I'P I OAL NAI LIN G;7/STRAFFI NO REQUIREMENTS FOR FASTENING SCHEDULE A ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEC.'s;MANUFACTURER UFL I FT/ SHEAR/ I$ LATERAL W I I`lD RES I )TAI GE NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-005 FOR STRAPPING AND NAILING REQUIREMENTS, < ALL STRAPPING TO BE 4"x 20 GAUGE AND ROUGH OPENING FRAMING REQUIREMENTS) Q -- "SIMPSON" EQUIVALENT - 0520 (COILED STRAP) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE w w *USE IOd NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) J co HOEDOWN � � HOEDOWN �B� DESCRIPTION FASTENER SPEC. L��ASTENER Q 4-J N CONNECTION A NAIL �� �R I D AND QUANTITY PACING c 'E � FOR NEW 4 EXIST. O � m FOUNDATIONS ROOF GE I L I NCC FRAM I NC c o I.DIM's ARE ALL MIN.•'s BASED ON USE OF ONLY A Ibd — >: C0 ENDWALL „_ 'f COMMON NAIL w/o FREBORED HOLES. -- i O ENDWAI-L 2„ RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER RAFTER � � N z (3) 2x FULL (3) 2x FULL CORNER STUD AT RAFTER TO RIDGE 2.WOOD IS ASSUMED TO BE DF,#2 d BTR. IN DRY USE , HEIGHT STUD HEIGHT STUD NNECTED TO RR, 2„ iv SERVICE 0- � �C CORNER STUD TRANSFER SHEAR CONNECTION: Q CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PACE 6-003 PER JOIST � '_' 0 /CONNECTED TO 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL c x � (V TRANSFER SHEAR I ry • • • (EVIDENT DURING INITIAL INSTALLATION)PREEORE THE NAIL GEILINS JOIST TO PARALLEL RAFTER(FACE-NAIL) SEE PACE C-003 EACH LAP O O "SIMPSON" HDQa FOR STRAP - �✓ 8 d COMMON • • • • + HOLES,5Er NEW MEMBER. O m (� HOLDOWN ANCHOR® 2-Ibd COMMON NAIL COMMON NAILS EA. END OF STRAP. 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED (\J Cls L0 LOCATIONS NOTED NAILS ® 6" O.G. d • • • • • • +� � NRILS ® b" O.G. E ON PLANS 10" O.G. IF BLOCKED ' • GEILINS JOIST LAPS OVER PARTITIONS (FACE-NAIL) el-16d COMMON EACH LAP C O O" O.G. IF BLOCKED CORNER POST ,., FOR ROOF SLOPES UNDER 5:12 WITH G.J G.TIES �° • 5.SEE SECTION 6 FOR ANY REQ'T TO CLINCH THE NAILS(TO Q Q Q CORNER POST ROOF SPANS OF 24' OR GREATER, TIGHTLY BOND THE END OF THE NAIL TO A 90^ ANGLE,SEE COLLAR TIE TO RAFTER (PAGE-NAIL) SEE PAGE 6-003 PER TIE _~~ USE 4 8 d COMMON NAILS a GRAPHIC BELOW) "SIMPSON" HDQS 1``~ EA. END OF STRAP FOR ROOF n 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY HOLDOWN ANCHOR® SECTION 12.4-PLACEMENT OF NAILS t SPIKES d TABLE BLOCKING TO RAFTER (TOE-NAIL) 2-ad COMMON EACH ENP n , LOCATIONS NOTED _ � ° SLOPES OF 5:12 AND GREATER. GR 4-I. ON PLANS RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END W CONNECTION BI I$ B2 AT RAFTER TO TOP PLATE TO STUD WALL FRAMING CONNECTION: HOLDOWN INSTALLATION OPTIONS: 70 132 TOP PLATE TO TOP PLATE (PAGE-NAIL) 2-I6d COMMON 1 PER FOOT FOR NEW P. CONC. FOUND.'s FOR STRAP - 3 8 d COMMON NAILS ® ! , HOLDOWN CAST IN PLACE w/-7/b"1 THREADED ROD " o• EA. END OF STRAP: . v • WHEN IN TOWN OF ISLIP OR NAILING ! TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-Ibd COMMON JOISTS - EA. SIDE FOR EXIST. P. GONG. OR NEWLY CURBED FOUND.'s • SIM rio GEOMETRY EXCEEDS THAT PERMITTED IN ' 7/a"O THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO • • MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (PAGE-NAIL) 2-I6d COMMON 24" O.G. CONCRETE w/ "SIMPSON" SET(HIGH STRENGTH �.l ADHESIVE), d FOR TEMP.'S O°F-40°F USE 'SIMPSON" AT Niv 5IMP50N # H2A (OR EQUAL) RAFTER TIE W (HIGH STRENGTH ACRYLIC ADHESIVE) f HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES • f FOR TOENAILING - 3 8 d COMMON NAILS FOR EXIST. /NEW G.M.U. (GONG. BLOCK) USE SAME TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD FILL TOP 2 COURSES SOLID d CAST IN PLACE HOEDOWN FOR G.J. TO R.R. - q 16 d COMMON NAILS CONNECTION ""-•--.._. w/7/8"m THREADED ROD REQUIREMENTS FOR "'---- _ _ ' BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 1� RAISED C.J.'s(WHEN AT G.J. TO G.J. CONNECTION: ENDJo15T, or BLOCKING (FACE-NAIL) :2-16d COMMON PER FOOT 0 APPLICABLE) FOR EA. PLATE TO STUD ABOVE 8 OR BELOW HOLDOWN '(�' }-{OL]�Ojn(N 'D' _2 _I_6_d COMMON NAILS FOR G.J. TO G.J. - Ol 16 d COMMON NAILS FLOOR FRAMING < [TOR NEW dEXIST. - v JJJ FOUNDATIONS FOUNDATION ® ONE STORY ONLY FOR NEWLY POURED CONNEGTI ON 01 4 G2 • JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-ad COMMON PER J0157 ( 1 � ; t (3) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-ad COMMON EACH END STUDS CRNER SQ HEIGHT CORNER CONNECTED TO ° BLOCKING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END TRANSFER SHEAR "51MPSON" HD06 AT STUD TO FLOOR ASSEMBLY HOLDOWN ANCHOR® 2-I6d COMMON HEIGHT SLTUD G2 TO STUD CONNECTION: BLOCKING To SILL or 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS ® 6' O.G. 6 ° TOP PLATE (TOE-NAIL) ON PLANS lo" O.G. IF BLOCKED (fw I _ 4 i € FOR STRAP - 3 8 d COMMON LEDGER STRIP TO BEAM (PAGE-NAIL) 3-Ibd COMMON EACH JOIST CORNER P05T ° ; i NAILS a EA. END OF STRAP _ JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-ad COMMON PER JOIST I FOR EA. PLATE TO STUD ABOVE d OR 2-I6d M N BELOW - 2 16 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST NAILS ® " OZ. ° BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-Ibd COMMON ' PER FOOT • ROOF SHEATHING STRUCTURAL PANELS: SOLID° INTERIOR ZONE ad COMMON 6" EDGE / 121" FIELD "SIMPSON" ST D14RJ CONNECTION DI D2 BLOCKING PERIMETER EDGE ZONE s ad COMMON b" EDGE /6"' FIELD HOLDOWN INSTALLATION OPTIONS: •EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ ad COMMON 4" O.G. UP TO 9" RAKE OVERHANG FOR NEW P. GONG. FOUND.'s _—� • HOEDOWN CAST IN PLACE w/-T/a"� THREADED ROD _ • • • AT STUD TO FLOOR ASSEMBLY TO SILL E -- GE I L I NG SHEATHING F_ OR EXIST. P. GONG. OR NEWLY CURBED FOUND.'s - • PLATS) CONNECTION: I>2 115"0 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO --- CONCRETE w/ SIMPSON" SET(HIGH STRENGTH EPDXY D 1/2" MIN. FROM I I GYPSUM WALLBOARD 5d COOLERS " EDGE / ICS" FIELD ADHESIVE), d FOR TEMP.'s O^F-40^F USE "SIMPSON" AT �E I W -f CORNER _ ° , FOR STRAP - 3 8 d COMMON NAILS ® EA. I _ (HIGH STRENGTH ACRYLIC: ADHESIVE) ONE #4 REBAR ° • END OF STRAP (WRAP STRAP UNDER SILL PL.) 1 WALL SHEATHING FOR EXIST. / NEW G.M.U. (GONG:. BLOCK) TYP. FOUND. NOTE SPECIFIED E ' D • E FILL TOP 2 COURSES 501-I0 8 CAST IN PLACE HOLDOWN o ° FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - w/ THREADED ROD _2 _j(?_ d COMMON NAILS STRUCTURAL PANELS ad COMMON 6" EDGE / 12" FIELD ° ALTERNATE CONFIGURATION - ABOVE STUD TO GYPSUM WALLBOARD 5d COOLERS 1" EDGE / ICJ" FIELD FLOOR CONNECTION w/ # LP74 51MP50N (OR I _•'. �``_4 STRAP w/(3) ►- NA I L I NO/STRAFF I NO @ WINDOW/DOOR HEADER STANDARD/ALTERNATE EQUAL) a PLATFORM TO SILL PLATES o NAILS I STRAP T"D EA.JOIST-(FOR FLOOR SHEATHING (SUBFLOOR) 2 ALTERNATE USE O NOTATION: SIMPSON H2.5A) C) A - NUMBER OF ad NAILS® EA. END OF STRAP (201a PI TABLE 3.7,P. Ib9) CONNECTION E STRUCTURAL PANELS: PING B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (201& WFGM,TABLE 3.2313,P. 291) --� -ter I" or LESS: ad COMMON b" EDGE / 12" FIELD G - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(201a WFGM,TABLE 3.230,P. 242; • GREATER THAN I": 10d COMMON b" EDGE / 12" FIELD ALTERNATE AS PER TABLE 3.23D,P. 293) D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING SND TO END OF HEADER® EA. SIDE - • 1 - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. w -D (201& WFGM,TABLE 3.7,P. Ib9) ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. Q A AT STUD TO FLOOR ASSEMBLY TO SILL E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2018 WFGM,TABLE 3.22F,P.255) ° FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER F - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT JACK STUD TD END OF SILL(S) ® EA. SIDE ! PLATE(S) CONNECTION _G r ° ° SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR (DOES NOT APPLY TO DOORS) (201a PI TABLE 3.6,P. 191) `! ° ° SLAB ON GRADE APPLICATION: 2 ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: ° - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF B E ° ° ° ° ° ° `° NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-160 NAIL PER FOOT. ~'�' FOR STRAP - 3 8 d COMMON NAILS a EA. S - FOR ROOF 5HEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' OlN EACH '--•� ° ° °a ° END OF STRAP (WRAP STRAP UNDER SILL PL.) FASTENING SCHEDULE B SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SMALL BE SANTIS ° ° a -F ROUGH OPENINO FRAMING REQUIREMENTS FOR WINDOW/DOOR G OPENINS (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION) FOR EA. PLATE TO STUD ABOVE d OR BELOW - USED. AD D ITI O N _2_ _16_ d COMMON NAILS NOTATION ROUGH A B G D E F G aPNG 465 BURGUNDY COURT 2'-0" 2 1 1 1 1 1 SOUTHOLD, NY 11971 4'-o" 4 1 2 2 2 2 GABLE ENDWALL SQL I �' I NO OF T®F FLATE BRACING/STRAPPING DRAWING TITLE: " - PROVIDE (2) 2"x10" HDR (MIN.) U.O.N. b'-O" 5 I 3 3 3 3 1111-- - (B) - REQUIRES SILL PLATES OF 2"xb" (MIN.) TOP PLATE BLOCKING 2 FOR RAKES 12.OR HOLDOWN7 ANCHOR BOLT, LE-55 PR 7 2 5 4 4 4 SPLICE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK® BLOGKINO 0 112 VIDE LENGTH FOR WIND - EXPOSURES 13IND 40 - FOR W - EXPOSURES B40 - 4'-O" o•G To ACHENE RAKE O.H. STRAPPING, & NAILING DETAILS ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE BUILDING MINIMUM SPLICE 12°'` BUILDING MINIMUM SPLICE'",4 DIMENSION (FT.) LENGTH (FT) DIMENSION (FT.) LENGTH (FT.) TYP.STRAP w/(3) ad NAILS EA.END PAGE: 12'-0" 2'-O"/2'-b" 12'-O" 3'-O" OF EA. STRAP ATTIC G-003m00 b'-O" 3'-O"/3'-9" I6'-O" 4'-O" - ANO�#OR BOLT SFEG I F i SAT I ONS ,, ;� 20'-0" 4'-O"/5'-O" 20'10" 5'-O" B /A- LOCKING 2 BAYS _ SPECIFICATION (2018 WFGM TABLES 3.2A d 3.26, P. 157-1650) , „ BACK® 4'-O" O.G. CORNER :24'-0" 4'-0'/5'-0" 24'-0" 6'-o DATE: 09/09/22 CONDITION 39^ FOR ALL STRUCTURES: 3 OF 17 • • %"(P ANCHOR BOLTS a 39" O.G. 2a'-O" 51-011/6'-3" 25'-0" -1'-0" 32'-O" SECOND FLOOR 36-0" NOTES: I.TABULATED SPLICE LENST'HS ASSUME TOP PLATE-TO-TOP PLATE CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE (. LENSTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-0" a'-OVIO.-O" 40'-O" II'-O" • I. MIN. 7' EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILS BA BACK® 4'-0YG END wW / 3" 5QUARE A5HERS AND END NUT SETUP; 15" EMBEDMENT FOR O.M.U. LOCK) FOUND. d FILL 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-O" 10'-O"/12'-6" 50'-0" 13'-0" .M.U. . CONDITION IN EXPOSURE B TYP.STRAP w/(3) TOP TWO COURSES SOLID &d NAILS EA. END _ T 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60'-0" 12'-O"/IB'-O" 60'-0" I6'-O" OF EA. STRAP `S HEI5HTS FOR OTHER KALL HEI&HT5,H,THE TABULATED UNIT ANCHORS NOTED HEREIN ARE PLAN DIAGRAM OF ZONES 2. OR REPLACED BY HOLD DOWNSOFOR BE EARWAL 5 LATERAL ALTERNATIVE IVE SHALL MULTIPLIED p ABOVE �O'-O" 14'-O" 70'-O" 19'-O" FIRST FLOOR - � �� .4 k d. ;y I',: NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR ` °.,•* `* 03740 C`+ (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): '� � 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" ff 12" � ,� � �� I � � •'�',�"' FROM ENDS AND CORNERS (TWD ® CORNERS) 9'WALL- 1.125 1 OF I6-O 80'-O 22-OOF (SEE DIAGRAM TO LEFT) IO'WALL- 1.25 - - � II'WALL- 1.315 THIS COLUMN W MULTIPLIER BLOCKING 2 BAYS 4. COORDINATE w/ HOLDOWN LOCATIONS 12 WALL- 1.5 FOR 10'1 KALE BACK® 4'-0"O.G. 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAM INO GRAPHICS CONTINUOUS BUILT-Uig OIRDERS 5 OR MORE SUPPORTS (THAT EXCEED FRAMING STANDARDS, IT 15 REOV FOR FRAMER TO HAVE A F I REBL or-X I NO FOR FL.ATFORM k4OOD FRAM I NO WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/6 CL ION E 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED Q CONNECTION PATTERN DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER BLOGKINC� UNDER LOAD BEARINO WALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES 0 MAX.32' LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. W NON-LOAD BEARI NO WALL OFFSET FROM SUPPORT A (2)ROWS IOd NAILS o 12'0.6. P J c6 . THE SPAN LENGTH FROM AN INTERMEDIATE STUDSUPPORT. NO TWO ADJOINING JOISTS NOR MORE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST STUDS B (3)Rows loa NAILS o 12"o.c. p THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE SERVES AS FIRESLOPPING. SUBFLOOR � - - Q �+ (U 5UBFLOOR G (DBLRoo ENS ALTS o 12'O.G.STAGGERED; TyyO_PIEGE JOINTED ON THE SAME SIDE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE p L0 SOLE PLATE BUILT UP GIRDER A MAX.52" NAILING: Q Z PLATE SERVE AS FIRESTOPPING. O D (2)ROWS 1/2"m BOLTS o Ib'O.C. 4. FOR PLATFORM FRAME GONSTRUGTION: THE DOUBLE SOLE PLATE _ TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE JOIST SERVES AS FIRESTOPPING. O E (2)ROWS I/2"m BOLTS a 24.O.C. SIDE WITH IOd NAILS, TWO NEAR EACH END OF Of C9 BETWEEN I/b EACH PIECE, OTHERS STAGGERED WITH A DISTANCE 5 5. FIRE5TOPPING SHALL BE 2 INCHES OF WOOD BLOCKING p _: (V z O F r(2)ROws 5-3/e•TRUssLocK 50l o 12.O.G. a v4 of A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL C OR OF NONCOM-BUSTIBLE FILL. Q• SCREWED ON(I)SIDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH •IL0 v & (2)ROWS 3-3/b'TRU5SLOCK 5GREW5 o Ib'O.G. P � scREWED ox(U SIDE OF MEMBER SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE p 2: x (V I JOI5T, OTHERS STAGGERED w/ A DISTANCE OF 52 _ AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN c: 4-J H (2)ROW5 3-3/b'TRUSSLOCK BCREw5.24.O.C. BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE AS FIRESTOPPING. p O m (9 SCREWED ON(1)SIDE OF MEMBER -� MAXIMUM OFFSET JOIST (2)Rows s'TRU55LOGK SCREWS o 12•o.C. THREE-PIECE "i. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND c: N C6 J BUILT UP&IRDER MAX.32" THREE-PIECE 6IRDER5 ARE TO BE NAILED w/ 20d p .. JOIST DEPTH, d --- SGREI^�D ox BOTH s1vE of MEMBER 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS ,Q O a O - - -- NAILS ON EA. 51DE w/ TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPING. MATCHED 51ZE OF BLOCKING (2)Rows 5'TRU55LOCK SCREWS o Ib•O.C. 4 UNDER NON-LOAD BEARING FIRESTOP LO AND K SCREWED ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE BLOCKING �- - ---- O.C. OTHERS STAGGERED w/ A D15TANCE OF NOT MORE _ 3 8. THE HEADER 5ERVE5 AS FIRE-STOPPING. PARTITIONS ® 32' O.G. STUD (2)Rows 5•TRu55Louc SCREWS o 24" . BETWEEN I/6 L SCREWED ON BOTH SIDE OF MEMBER a 1/4 OF A THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. DOUBLE PLATE j � —df Q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL CEILING BRACING NOTE: p FOUR-PIECE GIDER5 ARE TO BE A55EMLED AS _ ��© BE ADDED AGER SETHEEN T PIS IN PARTITION ADJACENT TO CANTILEVERED FLOOR I.BEAMS t HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED - � �� 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 P d CONNECTION PATTERN B'WHEN 10"OR LARGER FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH •STUD 2.WHEN SCREWING OR NAILING FROM 130TH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER p GIRDERS ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH SUBFLOOR /SOLE PLATE 2"x4"CONTINUOUS &ABLE END j MASONRY PIERS, NAILED TO WOOD PO5T5 OR � FIRE5TOPPIN5 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF LATERAL BRAGS O V O.C. TRUSSTHE VERTICAL OPENING 15 SEALED BY PLASTER ON THE CEILING BAND BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE U JOIST 2) IOd NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUSH NORMAL n 1 G.J. I I I Q SHRINKA&E CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON W !� I I�4OTTRI�lS ®R SIDE LOADED J3MS (I FLUSH BM5) PLATFORM FRAME GONSTRUGTION �, M NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES,WILL SERVE w 10)8d -LOCATIONS REQUIRUNG FIRESTOPPING- AS FIRESTOPPING. NAILS e FIR=- FIRE- WOOD FIRESTOPPING FIRE-STOPPING FASTENING RECOMMENDATIONS FOR SIDE-LOADED, 5T011 STOPPING FIRE- FIRE- + MULTIPLE-PIECE MEMBERS STOPPING SroPPING SOLE JOIST *sd COOLER NAILS 0 10" O.G. ( NAILED' BOLTED' V c BLOCKING 2"x4"BLOCK NAILED TO EA.BRACE 2 ROWS Ibd 5 ROWS Ibd 2 ROW=X2' 2 ROWS 15' Z ROWS J4' VERTICAL w/(4) IOd NAILS COMMON MMON. COMMON. OZTS eASSEREe a IB2 G. 0 b" O. COVMINIS IAPPLIEo STUD &YPSUM BOARD 20 ga.STRAP — - -- ---- TWO ROWS 12.O.G. THREE ROWS 12.O.G. TO UNDE-RSID F rr ^^ LOCATION I LOCATION 2 LOCATION 5 LOCATION 4 V J * DOUBLE PLATE *Sd COOLER NAILS a 10"O.G. (IO)8d NAIL BEAM SELECTION w/ STD. NAILING ° ° ° ° ° NOTE: ENDWALL 5 AS NOTED IN NOTES -1 40 ° ° 8 NONCor—uSTIBLE ALTERNATE J015T SHALL BE LOCATED DIRECTLY *DENOTES ALT.FOR USE OF DRYWALL SCREWS ° ° ° FIRE5TOPPING LOCATION VER STUDS,UNLESS TOP PLATE IS 4•a EDGE/12"o FIELD FULLY BLOCKED I TOP AND BOTTOM ROWS SHOULD BE 2"FROM EDGES 50LE HOOD FIRESTOPPINS OF GIRDER Q DESIGNED TO CARRY THE LOAD SCREWS#6- IY4^TYPE W OR 5 FIRESrOPPING 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2' TWO ROWS 24.O.G.STAO&ERED T'WO ROWS 6"O.C. LOCATION 5 LOCATION 6 FROM THE TOP AND BOTTOM OF THE MEMBER EVERY BOLT MUST EXTEND THROUEdi THE FULL �I THICKNESS OF THE MEMBER.USE WA5HERS UNDER HEAD AND NUT. O O O O 0 INTERIOR STUD DETAIL It>nm OVERLAID ROOF 5.STAGGER EACH ROK OF FASTENERS BY 12•. o 0 0 0 0 0 0 0 o I„ 2.51l NOT ATTACHMENT (9) T' 4.FOR A THREE-PIECE MEMBER THE SPECIFIED NAILING 15 FROM EACH SIDE. TO BE FILLED ® NONCOMBUSTIBLE FIRESTOPPING S.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO ISI FIRESTOPPIN6 ' I N la APPROX.I INCH THICK BOTH SIDE OF THE MEMBER \� i b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b'O.G.OR TRIPLED \ FOR 4"O.C.NAIL SPACING. LOCATION 7 STNAILIN&FOR TOP LOADED MULTIPLE-PIE D. CE BEAMS: �\ STRAPPING w/ T.2 ROWS OF Ibd COMMON NAILS(12'OZ)FOR DEPTHS 12.OR LESS FIRESTOPPINIS 4 ad NAILS LOCATION 8 LOCATION 9 a EA.END a R.R. b.5 ROWS OF Ibd COMMON NAILS(12"04)FOR DEPTHS OF 141,Ib't 16'. LOCATION 10 FULL WIDTH 2" �BLOOKIN z O i= 0GONSTRUGT I ON DETAILS i WIND LOAD PATH CONNECTION DETAILS TOP PLATE. DRILL 2"m INTO ROOF INTERSECTION DETAIL DECK FOR STRAPPING IN5TL. NOT TO SCALE XIST.OR NEW NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 IOd NNUOUS LOWER TOE KAILV NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'9 ALIGN NEW S EX. R.R.AS SHOwN KING STUDS � PLAN VIEW NOTE: SIMILAR a 'SHED' WOOD JO I S WOOD JO I S ROOF,R.R. IN LINE CRIPPLE STUD _ BLOCKING JO I ST HANOER HEADER GENERAL REQUIREMENTS FOR GENERAL REOU I REMENT5 FOR - - z W INSTALLATION OF GL I NGHED NAILS INSTALLATION OF TOE-NAILS G I RDERHEADER —fl JACK STUDS N MEMBER 0 MA WOOD GIRDER E� WOOD JOIST W 0 at'" —i JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH OIRDERHEADER TYPIGAL HEADER CONNECTION II. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: IAM.X B APPROX. 30" w/THE MAIN MEMBER d STARTED APPROX. THE LENOTH OF I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVEE NAIL FROM THE MEMBER END, THE MEMBER,STRAIGHT THROUGH AND BENT OVER SANTIS A MIN. OF (3) NAIL DIAM.'s AT A c1O" ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN ADDITION MEMBER, FOR THIS APPLICATION,SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTER 5. To AVOID SPLITTING, NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR CEILING J015T WALL STUD O WALL STUD O WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLAT BOTTOM PLAT f� IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB SUB FLOOR 465 BURGUNDY COURT DOUBLE JOIST DOUBLE JOIST —0 TOP PLATE SOUTHOLD, NY JAI GHIM. CHASE SEGURINO @ STD. SIDE WALL DRAWING TITLE: WALL STUD fl FRAMING GRAPHICS BEAM CONNECTION PATTERNS NOT= FIREBLOCKING DETAILS (SIM. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARI NO WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION W STUDS TO ATTIC FLOOR d BLK'G TO R/L SIDES w/STRAPPING TO R/L SIDES) O w PAGE: TOP PLATE 0 O_j(a < WIND RESISTANT GONSTRUGTI ON GONNEGfiORS GHIM. CHASE WALL z O UAl 00 CT ON LOCATION: PART NUMBER: NOTES: G-004mOO w Q RI DOE-TO-RAFTERS 0520 @ 21" APPLY TO EACH PAIR OF RAFTERS I Z Q ® RAFTER-TO-WALL H7 APPLY TO EACH RAFTER DATE: 09/09/22 4 OF 17 Law z ROOF o Q RAFTER-TO-PLATE H,5 or H2.5 APPLY TO EACH RAFTER z K REOV BLOCKING TO ALIGN w/STRAPPING Q w a PLATE-TO-WALL STUD 0520 @ 18" APPLY TO EACH WALL STUD �., ® EA. LEVEL ABOVE w N n "' '�'6 THE FIRST FL. ®z w 2ND. FLOOR WALL-TO-15T. FLOOR WALL LFTA or 0520 @ 36" APPLY TO EACH WALL STUD ;��-�" ' �1 FLOOR/CLG. • HEADER—TO—JACK STUD 0520 @ 12" APPLY TO EACH JACK STUD �• F:,r CRIPPLE STUD—TO—HEADER H5 APPLY TO EACH CRIPPLE STUD (. "' ; ti.. ji, SHEAR WALL HOLDDOWN ANCHOR 55T816 APPLY TO EACH 51 DEWALL END WRAP UNDER DOUBLE SILL PLATE y n? �,"�� IST. FLOOR-UNDER-51 LL PLATE G520 cc)� SIDE V I EVq PLAN VIEW (USE WITH 5" SQUARE WASHERS) `�.�..-•.� USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. OENERAL ERAL 5 I t,-150L <E'� : EX15TINO TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.O. 5TL. OIL TANK EXISTING WINDOW EXISTING TO REMAIN WHEN APPLICABLE) /// 0 TO BE REMOVED 11 -�� NEW WOOD FRAME (L.O. NEW FOUNDATION WALL G�a 0 _____ LLj �----1 ---- w 5TL. WHEN APPLICABLE) � "'I � I NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL c: v) WOOD FRAME (L.O. 5TL. ' POST FOR 4" WALLS 0 0 WHEN APPLIGABLE) (MIN. (2) 2"xb" STRUCTURAL /j EXISTIN6 WALL AND DOORS O P05T FOR b" WALLS), U.O.N. // TO BE REMOVED - '� >: C09 NEW 2-HR FIRE RATED -+ WOOD FRAME (L.O. 5TL. =- 00 C N z O WHEN APPLICABLE) WH <\\� CL 'co �. X -J N B ❑ ii O O m 4-J cm 4-+ EXIST. I I O O co GL. II Q EXIST. EXIST. EXIST. UP MEGHAN I GAL r--- RECREATION ROOM I ALL EXISTING CABINETS, PLUMBING FIXTURES 4 ROOM APPLIANCES TO BE REMOVED n 1 W I ------ L -T-r- EXISTING STAIR TO BE I I I PARTIALLY DEMOLISHED I I I I EXIST. 1 I I I I I IUP I I I I I I I n I -_____J _L-L_I_1_L rr J I EXISTING BATHROOM U . — I ------------I F--I rt TO BE DEMOLISHED EXISTING EXIST. I 1 I W To BE REMOVED I GL. r� \ I t1J m I \ / I I II � �_L I I • EXISTING WINDOW L1 / I EXIST. TO BE REMOVED I /- GARAGE x I II I� I/ SLAB ABOVE r l r o=�� V E0-Eur-MT, R c �--1 I i _/// I 1 <Aft . W i=ROFOSED BASEMENT DEMOLITION PLAN EXIST. EXIST. UP SCALE: 1/4" = I'-O" UPI DEMOLITION NOTE: PROVIDE SHORING AND SUPPORT TO ALL AFFECTED EXIST. STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT DECK OF ANY DEMOLITION OR CONSTRUCTION. EXIST. DECK TEMPORARY SHORING/DEMO SEQUENCING NOTES: I. INSTALL TEMP. POSTS Q GIRDER PER DEMOLITION PLAN # PER DETAILS. 2.REMOVE EXIST. GIRDER. 3.INSTALL NEW 6IRDER PER PROPOSED PLANS;SECURE EXIST. FLOOR JOISTS TO NEW 61RDER. 4.REMOVE TEMP. POSTS 8 61RDER5. (2)EXI5T. b'3"WX4'4"H D.H. - -- 1 ------ I I 1 I I I I \ I I O O Z I III I I EXISTING WINDOWS) EXISTIN6 WINDOWS) EXISTIN6 I I EXISTIN6 WALLS I III I I TO BE REMOVED TO BE REMOVED TO BE DEMOLISHED I III LJ -- --- L- ---- --- ---- ----------- s---- I �I10 EXIST. v III T7------ ��--- -- EXIST. I I (nI - I I I WALK-IN I (p ® CL. I I �—�� EXIST. ir���\ I EXISTIN6 STOOP I I EXIST. t- PWD III 1 1 I GL. EXIST. MASTER 0 0cr I L _-J � 1 1 I TO BE DEMOLISHED EXISTING EXTERIOR WALL II IL � TO BE DEMOLISHED � i ------i � � GL' � I Luh�- � 0�� � I BATHROOM I EXIST. r T7-�-� I I EXIST. BEDROOM Fw-' r---r = EXIST. �� ��� /�I I \\\ 0----- 1 /��----a II I i I 3'x3 GL. ~ EXI5TIN6 DOOR(5) EAT-IN 1 I 111 }1 I I `�� / \ i// /j SHOWER 4 TO BE REMOVED KITCHEN _ EXIST. I���\ .>) �I J/ EXIST. /�/ I 1 IEXIST. _ �' rT-- KITCHEN I i III LAUNDRY/ /i I 1 �UP PROJECT: \ I III MUDROOM EXISTING OLO5ET ALL EXISTIN6 CABINETS, L 1 �JUI / 11 \ PLUMBING FIXTURES d I I I I I � SANTIS I I 1 �TO BE DEMOLISHED I I I I I I APPLIANCES TO BE REMOVED r� _ L—IT }� II ,_ � 1 10 I I_ ___ L_1_J_J x° ADDITION r I I EXISTIN6 EXTERIOR WALL w Q I 11 I I II I I I I 1 TO BE DEMOLISHED I III EXISTIN6 WINDOWS) I I III I I I J I 1 I II 1 I III TO BE REMOVED EXIST. I ___ - --- ��====J L__ II GL. I I 1 r 4--14-1 -------------- - -- ---- -- 1111 ------------------------ ----- I III I I I - -- -----_J F- ------------- j I III , I I ATTIC -_-- ------- ----- EXISTIN6 WINDOWS) TO BE REMOVED EXIST. GREAT 1 1 , REF -- I I I , ,\-EXISTINC7 HATCH 465 BURGUNDY COURT ROOM -- F----_--___�� -L---------- EXIST. I I O V O /XIO ED SOUTHOLD NY 11971 - .� TO BE REMOVED , EXIST. MASTER I I I I IEXIST. I II / I I I 11 I I DRAWING TITLE: UP I I EXISTING WALLS I // BEDROOM I I I I I I \ I I 1 1 I 1 1 TO BE DEMOLISHED PROPOSED DEMOLITION PLANS - I I I I U I // - Ll - -- - ------- EGILT. EXI5TIN6 GARAGE DOOR I / EXI5TIN6 STAIR TO BE EXIST. DINING TO BE REMOVED I // EXIST. PARTIALLY DEMOLISHED I / EXISTING DOORS) ROOM I / TO BE REMOVED BEDROOM uEXISTING WINDOWS) i III OTO BE REMOVED EXIST. )/ I II FOYER EXIST. I / PAGE: III r 2 GAR EXISTING WINDOW ) -I-T IIK1 EXIST.BE REMOVED GARAGE BEDROOM EXIST.' EXISTING EXTERIOR WALL / EXGILS.T . A-IOLOO TO BE DEMOLISHED L___O -- ------- - - ------------\ ---- - \ --- ----L --- - -------- DATE: 11/23/22 5 OF 17 EXI5TIN6 WINDOWS) i I \ TO BE REMOVED --- --1-- --_ i EXISTING WINDOWS) EXI5TIN6 EXTERIOR WALL EXIST. TO BE REMOVED \`� TO BE DEMOLISHED COVERED EXISTIN6 WINDOWS) I \\ EXOI5BTEIN6�VWI SOD 5) 1 TO BE REMOVED �--------- PORCH EXIST. ----- t�t.1)A ELECTRIC 1 __ _ - -- PANEL I-- ------ ----- ------- ---- ------------- --- - -- - ------- '' w EXIST. EXIST. PROPOSED SEOOND FLOOR DEMOLITION PLAN y'8 I I - 4, 3'O"WX4'3"H D.H. 3'0"WX4'3"H D.H. iRf q' SCALE: 1/4�� - 1'-0" EXISTIN6 COVERED PORCH ---------------------- TO BE DEMOLISHED . ----------®®--------- 4 . ''. 4- I ,k _-_--__--� FROPOSED FIRST FLOOR DEMOLITION PLAN N SCALE: 1/4" = 1'-0" X W 0 E N E A\L Y ; FOUNDATION PLAN NOTES TYPICAL P. GONG. FOOTING $ WALL CONSTRUCTION: FOUND 4 POSTS FOR WD. DECK: EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT0 I 0 WOOD FRAME (L.O. STL. 4 SILL SEAL SILL PLATES w/COPPER TERMITE SHIELD ND. P.T. POST d P. GONG. PIER UPON FOOTING AS PER EXISTING TO REMAIN WHEN APPLICABLE) - ANCHOR BOLTS AS PER PAGE 6-003 DECK DETAIL (TYP) Q • P. GONG. FOUND. WALL AS PER DETAIL UPON 0 NEW FOUNDATION WALL P. GONG. FOOTING AS PER DETAIL FOR WOOD STAIRS ® GRADE: LLI NEW WOOD FRAME (L.O. ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR 10 4" THK. P. GONG. PAD b" WIDE x REC'D LENGTH UPON W f(3 STL. WHEN APPLICABLE) B.O. FOOTING 3'-0" BELOW GRADE MIN. b" GRAVEL UNDER 2"x12" P.T. STAIR STRINGERS a -� • 1/2" EXPANSION JOINT® PERIMETER OF SLAB (WHEN MAX. 16" O.G., U.O.N. (MIN. 3 STRINGERS) co NEW I-HR FIRE RATED © MIN. (2) 2"x4" STRUCTURAL APPLICABLE) Q ;+_' N POST FOR 4" WALLS AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / TYPICAL LEDGER BOARD ® EXT. DECK: � � Ln WOOD FRAME (L.O. STL. STOOPS (WHEN APPLICABLE) II I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL MASON TO ACCOUNT FOR FINISH STONE ON THIN SET 2. SECURED w/(2) 5/b" 0 x 5" LONG H.D. GAL. LAO BOLTS O POST FOR Co" WALLS), U.O.N. FOR HEIGHT OF WALL b SLAB (WHEN APPLICABLE) ® I6" O.G. - -6 0 NEW 2-HR FIRE RATED 3. INSTALL H.D. 6ALV. JOIST HANGERS BY 'SIMPSON' (OR tY }. C-0 WOOD FRAME (L.G. STL. EQUAL) i Z O WHEN APPLICABLE) HOLDOWN: 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING SC N i O HOLDOWN 'D' AS PER PAGE 6-003 BENT OVER TOP EDGE OF LEDGER BD. a fcca 'd 5. SEE NOTED DETAIL G x N 0 O O 4-+ ' O BEAM POCKET (TYP.) 12 EXIST. MECH. ROOM: ate--+ O m Z I. EXIST. WATER TANK TO REMAIN -J N 0 C6 L. 2.EXIST. PEERLESS SERIE5 1211,000 BTU BOILER ONEW STL. CO (TYP.): MODEL NO. POV-03-110-W(RUN HOT WATER TO Q a 3-1/2" O.D. 5CH 40 STL. COL. (ASTM AI23) BY SIMS STEEL AIR HANDLERS AT ATTIC) (OR EQUAL);FTG. BELOW (SEE DETAIL) 3.EXIST. ATTIC AIR HANDLER 36,000 BTU MODEL FOUNDATION WALL OPENING: NO. BGRM5b63653N4 TO REMAIN OI. 3'-O"x4'-O" MASONRY OPENING IN FOUNDATION 4.ADD (2) NEW 36,000 BTU MODEL NO. 2.SEE NOTED DETAIL BCRM5663653144 AIR HANDLER(RUN HOT WATER TO NEW AIR HANDLERS) FREEZE PROOF HOSE BIB: 5. EXIST. ATTIC LEVEL AIR HANDLER TO REUSE (� FASTENED w/MASONRY ANCHORS (PRECISE b.F.A.I. AND FLUE TO REMAIN 7. MAINTAIN 30"x30" CLEARANCE IN FRONT OF LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) MECHANICAL UNITS AS PER NYS M0506.1 b.MAINTAIN ALL APPLICABLE VENTING O16"xb" DEEP P. GONG. CONTINUOUS FOOTING CLEARANCES RECUIRED PER NYS MG 804. AS PER NOTED DETAIL (TYP) q. REMOVE ALL EXIST. HOT WATER BASEBOARDS TYPICAL CLOSED FOUNDATION TYPICAL MECHANICAL ROOM NOTES—® PORCHES / PATIOS: I. FOR WD. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY ( I. SEE NOTED DETAILS "DUROGK" (OR EQUAL) I( Ti ,1 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:48 AWAY 2. FOR WD. FR. 011-6. AND/OR WALLS - PROVIDE (1) FROM BUILDING LAYER OF 5/5" TYPE "X" GYP. BD. UL U505 (OMIT ON IN 3. FOR SLABS ABUTTING FRAMING, INSTALL COPPER GONG. WALLS) - - - - FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. 1 I T BED ALL FLASHING IN ASPHALTIC, MASTIC 5PEC.'s AND AS PER NYS MECH. AND FUEL OAS CODE ` I I I I I I I 4. PORCH/ PATIO WALLS OF SEPARATE POURS SHALL 4. COMB. AIR VOLUME AS PER MANU. SEG.'s - PROVIDE V BE DOWELED w/#5 ® b" O.G. VERTICAL TO EA. OTHER FRESH AIR INTAKE FROM EXTERIOR I I I I d TO MAIN FOUND. 5. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL L T"Z1 I I I I I EMERGENCY SHUT OFF SWITCH I I I I EGRESS WINDOW WELL: 6. FOR OAS SERVICE, PROVIDE OAS SHUT OFF SWITCH • L _I L 1_ - - - _ - - _ 13 PROVIDE NEW EGRESS WINDOW WELL k COVER BY I. LOCATE MEGH. EQUIP. TO ALLOW FOR PROPER I I I I 1 "ROCKWELL;66 SERIES" b9>"W.X44"H. OR EQUIVALENT. CLEARANCES AS PER CODE W INSTALL AS PER MAN. SEGS. b. PROVIDE 3" FLOOR DRAIN d CONNECT TO SANITARY L —I 1 LINE OF EXISTING DECK SYSTEM AS PER NY5 PLUMBING CODE Q I 1 TO REMAIN 25'-5" 4 I I'-2" I I 6 5_4y2 5._42.. i I lz g 10 - - - 4A, - - - - I I_ d m 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I Q I I - - - - - - - - - - I AL16N FOUNDATION TO — - - - - - - - - - - - - 14'-3" ALIGN FRAMING WITH 1 I I I EXISTING SECOND -F - - - - - - - - - - - - - �- - - - - - - O / II ALIGN — — _ — — _ _ — — STORY CANTILEVER 13 O ® @ z ■ _ J C � O - ., o m N PROPOSED I I Q I m v OIL TANK GRAWLSPAGE I I - II - - - - — - - - - _ — ! — — ct Im 5-O' - - - I I '-2"�3'-O"� 53 S.F. � 16N ° ° .. - • - ' ri PROVIDE I — - - - - - - - FOUNDATION VENT I O - - - - - - — -- - - - - — FOR EVERY - - - - - - - - - - 2005F OF I - - 2 t7 ° SPACE FOUNDATION I 1- Q 2 7 I NEW CASEMENT ~ SS (q S.F. CLEAR O EN NG) PROVIDE FOUNDATION VENT I •, I A-301 I A-301 F w w �(` - FOR EVERY I - w WH 12 +� , 2005E OF U Q �o�C.J ,O FOUNDATION I I is Z // \ SPACE I N H w PROPOSED ( I O �y 3'x5 AGGESS OENING C 0 2 m I PROPOSED I I EXIST. ❑ 651 S.F. — — — GRAWLSPAGE 12 AH I I 660 S.F. I •' I EXIST. $ EXIST. GL. PROPOSED � . •• .• •• � � — UP MECHANICAL STORAGE CRAWL w PROPOSED I ROOM = -UNHEATED- � F- -UNHEATED- Q -FINISHED SPACE;3" L -UNFINISHED- UN-REINFORCED F GONG. SLAB L — — — — — — — A— _jl — 4 2 I PROJECT: PROVIDE STEEL COL. mIBELOW POST ABOVE ► SANTIS II a � _ I'-loy2" m^ ADDITION PROPOSED O' - ❑ — — GRAWL SPACE;3" to UN-REINFORCED 3'x5' AGGESS OPENING = I GONG. SLAB - - — — — —`— - _ - - — _ — 465 BURGUNDY COURT 4 6 SOUTHOLD, NY 11971 - - - - - LLL REROUTE EXISTING WATER SERVICE. MODIFIED o DRAWING TITLE: `' �EXISTIN6 LOCATION TO REMAIN. 1¢x68 GARAGE n1 ' -EXI5T.51LAB ON GRADE^• Q - PROPOSED FOUNDATION PLAN 3 I m A/G PAD — — -- — — — — — — I I PROPOSED PROPOSED PROVIDE GRAWLSPAGE FOUNDATION VENT FOR EVERY 154 S.F. SPACE;3" I I 2005% OF LIN-REINFORCED CONN. SLABFF — — — — — — — Q FOUNDATION LINE OF EXISTING ` — — — GONG. SLAB — BLUESTONE PATIO ABOVE I — SPACE— — — — 6ARAOE DOOR OPENING PAGE: BACKFILL ' L COMPACT EVERY J ® ■ ®® - - - - - - - - - - - - - - - � 6". PROVIDE L , O - — — — — — — — — — — . .r I ij /�_ GONG. SLAB W/ i STONE FINISH I °❑a I — A81 I � - - - - - - - - - - - ° I - - - ri DATE: 11/23/22 6 OF 17 - - - - _ - _ - _ BOTTOM RISE GONG. STEPS;PROVIDE GONG. O •T — _ _ _ _ �' RISERS AND TREAD W/ • STONE FINISH ." IS'-I" 11'-b" 14'-5" 21'-6" *Ski, �t v p ��•,� V 120.-P:2.. 1t� �y §1• '� ,(`'�^�.{'° �y 20 0 5 10 �� - PROP05ED FOUNDATION FLAN GRAPHIC SCALE 0 S.F. HABITABLE SPACE; 1,2-7cf S.F. GROSS AREA SCALE: 1/4" = 1'-0" � r_� �' FLOOR PLAN NOTES OE N E F�,,A _ ------ --- -- ---. - -. - O DOOR NOTE: O NEW LAUNDRY ROOM: I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON b I. NEW WASH/DRY HOOK UP 2.COORDINATE LAUND.ROOM t DOOR DIM.b 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON K/SIZE OF EQUIP. DOOR SCHEDULE PLANS BY-1171-VEN'(OR EOUAL). 3.DOOR TYPE TO SELECT 3.PROVIDE HOOK UPS AS REQS PER MANU. a NEN RT G T _ PLANS BY'THERMATRU'(OR EQUAL). Q _ EXISTING TO BE DEMOLISHED DOOR - -MATERIAL 4.PLACE DOORS 4'MIN.FROM PERPENDICULAR WALLS i� WOOD FRAME (L.G. STL. WHEN APPLICABLE) FIRE 5.INSTALL AS PER MANU SPEG.y TAO DESCRIPTION MAMJFAGTURCR pmv� M�o NOTES DRYER EXHAUST NOTE: -� EXISTING TO REMAIN O RATING 6PROVIDE(2)0x5"HDR.,LL O _ __I.SEE PAGE 6-003 FOR ALL OTHER FRAMING WT 45 MIN.RATED ELEMENTS AROUND DOORS(TYP.FOR ALL)U.O.N. 2.DUCT 5HALL TERMINATE M N..4'-0 IFROM ANYNEW FOUNDATION WALLNEW WOOD FRAME (L.G. SELF-cLosIN6 oPENIN6s V„I 2 STAIR t RAILIN6 NOTE: 3.DUCT SIZE AS PER MANU. J Cu ` STL. WHEN APPLICABLE,) / -� FIRST FLOOR O I. ALL NEW 5TAIR5 SHALL HAVE MAX.b-1/4'RI 4, DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER t MIN.IO"Tr-RISERS SHALL BE CLOSED 5.TRANSITION CW-T5 SHALL NOT BE CONGEALED WITHIN 2. 42'HIGH GUARDRAIL t SPINDLE SPACING CONSTRUCTION.FLEXIBLE TRANSITION DUCTS USED TO Q 4-J (V NEW I-HR FIRE RATED MIN. (2) 2"X4" STRUCTURAL 101 GLIDERS 10'-0" b'-b' • LIVING ROOM NOT TO ALLOW PASSAGE OF A 4"m SPHERE; CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM '- ® POST FOR 4" WALLS - _`- _-_ 11 J - - - - - 36'HIGH HANDRAIL t SPINDLE SPACING NOT SHALL BE LIMITED TO SINGLE LENGTHS,NOT TO W�ENDAPPL GABLE)STL. --___- -- - -- - - - ----- - C ALLow PASSAGE PER 4"m SPHERE O OF EXCEED b FEET AND SHALL BE LISTED AND LABELED :: 102 SINGLE SWING 2'-b" b'-b° BASEMENT STAIR 3. 6RIPPABLE RAIL A5 PER CODE IN ACCORDANCE WITH UL 2I56A. = e- (MIN. (2) 2 X/O STRUCTURAL 4. RAILING TO BE WOOD 6.EXHAUST DUGTs SHALL BE MIN O.ol6'THK RIGID POST FOR 6" WALLS), U.O.N. SINGLE SWING llII 3'-0" b'-a" I • II • FRONT ENTRY METAL w/SMOOTH INTERIOR FACES WITH JOINTS - O NEW 2-HR FIRE RATED -_ 103_ ----1 -_OL -- - _J - ------ -- -- - _--_-- J�_ --=�L-= _ _- ------ _ -- CLOSED P.GONG.STAIR: RUNNING IN THE DIRECTION OF AIR FLOW.EXHAUST C9 ® I. TYP.42'RAIL AS NOTED DUCTS NOT BE CONNECTED WITH SHEET-METAL z WOOD FRAME (L.G. STL. l04 SINGLE SWING 2'-b" b'-b° ENTRY CLOSET 2.RAILING SHALL BE WROUGHT IRON OR&ALV.STL. 1 MAX LENGTH SHALL NOT EXCEED 25 FT FROM DRYER C_ N O WHEN APPLICABLE) _-- -- - -�_______ ----- -�---- FASTENING SHALL BE AS PER RAIL MANU. PROVIDE ." ------------------� ---- EXTERIOR GRADE PAINT AS REQ'D OR POWDER LOCATION TO THE WALL OR ROOF TERMINATION.THE �.. Lo 105 POCKET 2'-b" b'-b' (L • PANTRY CDU OATING MAx.LENGTH of THE CT SHALL BE REDUCED 25 cor- 3.SEE FOUND.PLAN t DETAIL FEET BEND.THE MAX.OR 4LEN6 OF THESFEET FOP EXHAUST DUGETGDOM c x � N ALL NEW WINDOWS SHALL BE PELLA;INSTALL AS PER MANU.SPEG.'s. SEE PACE "6-005"FOR NAILING t STRAPPING DETAILS. 106 POCKET 2'-b" b'-b" i • II MUDROOM 5MOKIE DETECTOR/GO DETECTOR NOTES: NOT INCLUDE THE TRANSITION DUCT. 0 O 0 •'"SEE DOOR SCHEDULE FOR ALL CLASS DOOFL5 FROM SAME MANUFACTURER"* tt JJII �L� 3 I. SMOKE CAR SHALL PROVIDE CODE COMPLIANT m \3d II SMOKE 1 CARBON MONOXIDE COMBINATION DETECTOR NEW EXHAUST FAN SHALL BE INSTALLED WHERE � 4-J u HARD WIRED TO EACH OTHER w/BATTERY BACKUP, 1 VENTILATION 15 NOT MET BY MEANS OF NATURAL � I IF SINGLE SWING 2'-b" b'-b' • v SELF CLOSING WINDOW CHART 2.INSTALL ALL As PER MANU.SPEG.'s 0 O 0 •• - - -- -- - - -- IOa SINGLE SWING 2'-0" b'-b" HALLhAY GL. 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR CIRCULATION THROUGH WINDOWS OR DOORS TO O -- - - ----- - - - -- -- -- - - EGRESS ----- - OUTDOOR SPACES AS PER NYS MECH.GODS SECTION Q a O ROUGH OPENING WINDOW DIMENSION CLEAR LIGHT VENT 4033.23;INSTALL AS PER MANU.SPECS TA6 TYPE MOD11 OPENING TE PR OV. PROV. 109 SINGLE SWING 2'-b" b'-b" • BATHROOM EXT. IN COMPLIANCE WITH LOCAL CODE _ WIDTH REOV, 20• PER PER WINDOW NOTE: [ WIDTH I kE16HT WIDTH HEIGHT HEIGHT REQb:24` UNIT UNIT I10 SINGLE SWING 2'-b" b'-b" BATH./HALLWAY O4 1. ALL NEW WINDOW5 t DOORS SHALL BE PELLA Ob NEW PLUNIBIN6 FIXTURES TO COMPLY WITH PG 405 OPEN REO 24 S.F. _ CASEMENT,DOIJEA M5 N6,OR&LIDIN6(As NOTED); ����� �� INSTALL TI PER MANU. *'t IN . FOR NEW FLOOR: A(b) DOUBLE-HUNG 2'-4" 5b" III POCKET 2'-b" b'-b' LAUNDRY ROOM AND DOORS"5,517E NOTE 1 IN'GLASS WINDOY5 --- -= -_-_--- --_-- --'-- - -- - AND DOORS'ON PAGE 6-002 IF CASEMENT O 1. NEW 'PLYWOOD 5UBFLOOR BENEATH(GLUE t SCREW); B(4) DOUBLE-HUNG 2'-0" - V-4" 112 SINGLE SWING 11 2'-b" 6'-b' • MASTER BDRM. WINDOWS-ALL IN6E WNDWS SHALL HAVE SCREW PERIMETER OF SHEATHING 4.O.G.t 12'O.G.• G(5) DOUBLE-HUNG �tl -- -----�1 5'-I" 6'-O" STRAIGHT ARM HINGE WHEN INTERIOR LL IIJJ 2.IF DOUBLE HUNG-ALL DBL.HUNG WNDWS TO BE 2•NEW FLOOR FINISH PER H.O.SELECTION 113 POCKET 2'-4" b'-a" • HIS W.I.G. TILT WASH -- - _- J _ -- 3.ALL GLAZING WITHIN Ib'OF FF TO BE TEMP.6L. A/C,NOTE: - - --- D(2) DOUBLE-HUNG 2'-4" 4'-b° - --- - lr - - - - - -- -- --_-- 4.SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND O I. NEW t EXIST.AIR HANDLER t - rI --- 10 �--- - -_-- -114 ---- ---_--- POCKET --=--.JL,=_------ 2-b' 6'-a" _.-- ._.•. ._ .- .:-::.� .__ -- -_ __--- `- HERS W.I.G. WINDOWS(TYP.FOR ALL)U.O.N.;PROVIDE AT A DUCTWORK IN ATTIC,AND BASEMENT E(2) DOUBLE-HUNG 2' 3'-4" MINIMUM(2)2"XIO"HEADER U.O.N. 2.ROUTE COOLANT LINE AS RECIV FROM 1� _ ( ( l I II U - -IIS I -- --GLIDER I 10'-0" b'-b'--- 1 JI I ---- MASTER BDRM.11 IN COMPLIANCE WITH NEW YORK STATE BUI11N6 A/G CONDENSER: • DOUBLE-HUNG 3-I' 4 ���--- ( I -- ---- CODE,SECTION 83102.1;THE FOLLOWING MEANS OF L NEW t EXIST.AIC CONDENSER O EXIST.CONDENSER 116 SINGLE 5WIN6 2'-b" b'-b" • �i-- II I MASTER BATH EGRESS SHALL BE FOLLOrIED: LOCATION /� 2'-6' 3'-6" �I ��lll��JJJL�111��JJJ 2. SIZE CONDENSER BASED ON NYS MECH.GODS. W MASTER BATH LL IIl SINGLE 5WIN6 2'-4" b'-b" • NET CLEAR OPENING...-_... S.F. 3. PROVIDE PROPER TONNAfiE TO ALLOW FOR COOLING ----- I NET CLEAR HEIGHT...............24 24°MINIMUM OF ENTIRE GU.FT. M H(I5) DOUBLE-HUNG ff 3'-I"�I 5'-0" 5.b1 10.45 S.bS NET CLEAR WIDTH.................20"MINIMUM 4. INSTALL CONDENSER ON GONG.PAD 4_jW �� I.----------- -- ------- -- 111 1YPIHAL BATHROOM NOTE: • I (`1) PICTURE I( a 2'-0' 3'-6' O I. WALL BOARD J(5) PICTURE - 11 �� `3 O• 4'�" �� JL- I.I. INSTALL MOISTURE RE-515TANT 6YPSUM BOARD IN ALL BATHROOMS 12. INSTALL CONCRETE BOARD IN ALL SHOWERS AND - - lUfpZRCUNDS r PICTURE '---IF-4 -- 2. SHOVER FLOORS K(2) 2.1. NEW TILE FINISH(H.O.TO SELECT)UPON 22. CONCRETE MUD-SET(SLOPE 1/6'PER FOOT TOWARDS DBAIW UPON L(I) PICTURE 3'-I" 5'-b" � 11 23. WATER PROOF MEMBRANE E COVER SHOWER M(5) PICTURE --� u 3-4' 1'-b' L�� FLOOR WRAP DRAIN t ATLEAST Ib"UP WALLS •(�� 120'-jy2" nn+)l 10'-O" 41'-1Oy2" 22'-10" W EXIST. EXIST. (4. RI q" UP (3) r a 10" - - - Fr EXIST. DECK • 14'-•10" ON CENTER ABOVE J I EXIST. 8'-0" b'-O" I i'-7" DECK H 4H A ____ z_ � --- � PROPOSED DECK - - 1 m ADDITION N d m H 40'-by2" b'-O" q'-6" b'-a" 14'-10" 13'-O" 10'-0" H 6 6Li 4 6 - -G -6 O IY� PROPOSED m I DECK Q d p 45" O O I l01 REF. 24" 24„ L _ - 2' 10'-O' 12'-5" i 115 I b 1 - - `} I LINEN MAKEUP CL' oco-) 0 O w 1Ln�_A I IOq STATION I _ � V. H MODIFIED I� 1 a I I 2-0 -r tu KITCHEN QQ O 8 I i x 5 • I I r v - a= O O in m� b 0 I-I I-I x I OO PROPOSED PROP. WALK-IN 114 4' x lo'-o" ISLAND -- IGRo. m p PROP. I i-�z CL. (HERS) PROPOSED tu A-3 I A-301 - - - - - - BUTLER'S BATHROOM Q qXQ 4'_0,: 3o"I PANTRY I 1 1 II6 MASTERN w= OVEN I O BATHROOM n to r 102 �I� I p PLOP. Ito -- I SHELVING PROPOSED 5 4 p iv MASTER H BEDROOM I Q PROPOSED DEN q 32 S.F. O F PROJECT: m 502 S.F. w 105 IOb -GATHEDR,�L GEILINO- 117 -CATHEDRAL CEILING- u - 3 4 p SM/GO m HALRLWAY I 112 SM/OGO NATURAL LIGHT l$ 4'-O" 3'-O" VENTILATION SANTIS 106 IIIFLOOR ADDITION O B 4 - AREA 320 S.F. _ - r - 5 '� Ir- COFFEE BAR 1 I13 % S.F. PROV. _ry EXIST. LIVING �• - -- 5'x5' ROOM PROPOSED PROP. PROP. REQ TD 25.6 S.F. 52.3 S.F. SHO 465 BURGUNDY COURT WALK-IN H MUDROOM LAUNDRY VENT m 12'-O" _ �Q,D 12.a S.F. 31.q S.F. _ SOUTHOLD, NY 11971 ROOM � GL. HIS + + 2 104 PROP. m b E E g 0- 22 GL. l07 t °� DRAWING TITLE: o a 2'-0" 2' 1, q �r m 1 I 1 r lu`s m PROPOSED FIRST FLOOR PLAN p MODIFIED VENT, FOYER 0 (4) 1 a 7" NEW 3'+ ABOVE E m ( ) T a 10"UP NEW b'W x 7'H GAR. DOOR tr D 4 I J I p } ON CENTER / MODIFIED - GARAGE DOOR- - Q l \\\ ABOVE 3'_O" OPEN TOl p DINING ROOM Fire se • H ABOVE / 202 S.F. 3,-q" P tion / 14'-10" m ANDERSEN ARTS 1/ rCquired P,t'jper / z d GRAFTS (402) j1,ys �•`t / m 1 PAGE: B 4 B WITH SIDELIGHTS Code / Q Q m (401) MODIFIED / m z -MODIFIED DRIVEWAY- A-103m00 PRO PROP. XIST. 1 iy GARAGE K O dJ AG AG G 103 ® ^-UNHEATED- q 3 -UNFINISHED- \ A A A 4 A A Z- \ ID 3'-O" 1 I = 14'-2" 11'-0" \ DATE: 11/23/22 7 OF 17 �� :o MODIFIED Fv N ON CENTER ABOVE COVERED RELOG. LINE OF EXISTING G G 4 G I PORCH G 4 G ELECTRIC, GARAGE DOOR OPENING PANEL ri A-401 l -i-- - - - - - EXIST. ROOF LINE - - - - - - - - - -- A I Q A A 4 `�,�.`" ® ® p ELECTRIC r�.�`"� r `" '�,° a 2B 1 m METER � 7' 6'-I 4'- 6'-b 6'-6 4'- �, �ti"• ,,�� y2" y2" �Q -�'2" �'2" 2y2:: y2.. y2.. 2y2:, LI t1I Ib'-O" 10'-O" 15'-5" II'-O" 21'-b" 2'-O" I6'-O" q'-5" 4'-O" +, 0 5 10 20j; PROPOSED FIRST FLOOR PLAN GRAPHIC SCALE 1/4"=1'-0" 21cf-14 S.F. HABITAE3LE SF>4GE; 5,262 S.F. GROSS AREA SCALE: 1/4" = 1'-0" (5ENERAL SYMBOL <E`I` FLOOR PLAN NOTES _ �NEW PARTIAL HEIGHT DOOR NOTE: NEW LAUNDRY ROOM: WOOD FRAME (L.6. STL. I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON O EXISTING TO BE DEMOLISHED a PLANS BY'JELD-WEN'(OR EQUAL). I. NEW WASH/DRY HOOK O /� 2.INSTALL NEW EXTERIOR DOORS WHEN CALLED OUT ON 2.COORDINATE LAUND.ROOM< DOOR DIM.'e Q WHEN APPLICABLE) O '/ PLANS EXISTING TO REMA114 �J� DOOR BY'r To SELECT(OR EAUALJ. w/SIZE OF EQUIP. NEW FOUNDATION WALL C� DOOR HDPE TO SELECT 3 �� AS�Q5 PER MAN). Q �---T-{ NEW WOOD FRAME (L.G. 4.PLACE DOORS 4'MIN.FROM PERPENDICULAR WALLS j J F -{ S.INSTALL ( PER MANU SPEG.b DRYER EXHAUST NOTE: W 6.PROVIDE(2)2"x8'HDR,U.O.N. co "!.SEE PAGE 6-003 FOR ALL OTHER FRAMING I. DUCT SHALL TERMINATE TO EXTERIOR J STL. WHEN APPLICABLE) 2.DUCT SHALL TERMINATE MIN.4'-0'FROM ANY C7 ELEMENTS AROUND DOORS!71 P.FOR AW U.O.N. OPENINGS STAIR t RAILIN6 NOTE: 3.DUCT SIZE AS PER MANU. Q .1-'I N NEW I-HR FIRE RATEDMIN. (2) 2"x4" STRUCTURAL O I. ALL NEW STAIRS SHALL HAVE MAX.8-1/4'RI 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER Qi 'c Lr) ® t MIN.10'Tr-RISERS SHALL BE CLOSED 5.TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN WOOD FRAME (L.6. STL. POST FOR 4" WALLS 2. 42'HIGH GUARDRAIL t SPINDLE SPACING CONSTRUCTION.FLEXIBLE TRANSITION DUCTS USED TO WHEN APPLICABLE) (MIN. (2) 2 xb STRUCTURAL SHALL BE LIMITED TO SINGLE LENGTHS,NOT TO CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 0 NOT TO ALLOW PASSAGE OF 4'm SPHERE; �-- 36'HIGH HANDRAIL t SPINDLE SPACING NOT NEW 2-HR FIRE RATED POST FOR 6" WALLS), U.O.N. a--I TO ALLOW PASSAGE OFA 4'a':^:�^F EXCEED 8 FEET AND SHALL BE LISTED AND LABELED 3. 6RIPPA5LE RAIL AS PER GODS IN ACCORDANCE WITH UL 2158A. 4. RAILING TO BE WOOD b.EXHAUST DUCTS SHALL BE MIN 0.016'THK RIGIDL- WOOD FRAME (L.6. STL. METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS 0 O (V z O OL05ED P.GONG.STAIR: RUNNING IN THE DIRECTION OF AIR FLOW.EXHAUST ©g I. TYP.42'RAIL AS NOTED ALL NOT BE CONNECTED WITH SHEET-METAL - cu LO Vqt 2.RAILING SHALL BE WROUGHT IRON IL 6ALV.STL. SCREIAIS T.MAX.LEN&TH SHALL NOT EXCEED 25 FT FROM DRYER O 2 x 0 (V WHEN APPLICABLE a Lf) FASTENING SHALL BE AS PER RAIL MAW. PROVIDE LOCATION TO THE _ COATI N GRADE PAINT A5 RCQb OR POWDER MAX LLEN6TH OF THE DUCT SHALL BOR ROOF E REDUCED 22RMINATIOK.5 0 3.SEE FOUND.PLAN t DETAIL PELT FOR EACH 45'BEND AND 5 FEET FOR EACH 40" O m ALL NEW WINDOWS SHALL BE PELLA;INSTALL A5 PER MANU.SPEG.'s. SEE PAGE "6-003"FOR NAILING t STRAPPING DETAILS. BEND.THE MAX LENGTH of THE CTHAUSr Durr DOES J O 4-J SMOKE DETECTOR/GO DETECTOR NOTES: NOT INCLUDE THE TRANSITION DUCT. '~ (�J '� **SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER** O I. SMOKE CAR SHALL PROVIDE GODS COMPLIANT O SMOKE/CARBON MONOXIDE COMBINATION DETECTOR NEW EXHAUST FAN SHALL BE INSTALLED WHERE Q O 0- O - __ - - --- HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 2.INSTALL ALL AS PER MANU.5PEC.'s VENTILATION IS NOT DOOR SCHEDE 3.SMOKE DETECTORAND CARBON MONOXIDE DETECTOR T BY MEANS OF ORSToNATURAL --- - -- - - G CATION THROUGH WINDOWS OR DOORS TO WINDOW CHART UL _ IN COMPLIANCE WITH LOCAL GODS SECTION OUTDOOR SPACES AS E6RE55 ----- CLEAR L16F+T VENT DOOR MATERIAL R NYS MEGH.GODS WINDOW DIMENSION 4033 .3•INSTALL AS PER MANU.SPECS TAO TYPE MODEL>< ROUGH OPENING OPENING TEMP PROV. PROW _____1 NOTH REOV: 20' PER PER -_ ____. .- _ FIRE _---_-_- - WINDOW NOTE: n O L ALL NEN WINDows t DOORS SHALL BE PELLA O ALL MEN PLUMBING FIXTURES TO COMPLY WITH Pc 4os W WIDTH HEIGHT WIDTI F HEIGHT OPEN REOV: 5.T S.F. WIDTH HEIGHT F Q RATING TAO DESCRIPTION MANUFACTURER Q CASEMENT,DOUBLEHUN6,OR GLIDING(AS NOT®); -- t HEIGHT REQb:24 UNIT T O I INSTALL AS PER MAN). SPEG.5. FOR pLEW FLOOR. 45 MIN.RATED SUBSTITUTIONS,SEE NOTE#i IN'GLASS WINDOWS A(8) -- I DOUBLE-HUNG --- Z'-4° 5'-0' ---� - SELF-0LOSIN6 AND DOORS' L PAGE 6-002 IF CASEMENT Oq L NEW E"PLYWOOD SUBFLOOR BENEATH(GLUE t S O.C.0); � IIrL�� II JJJ l -- -- �1 WINDOWS-ALL GSMNT WNDWS SHALL HAVE SCREW PERIMETER OF SHEATHING 4'O.G.t 12' .G.e L (4) DOUBLE-HUNG L-,--_-_--_---._JOO 2'-0' 5'-4" -- I��� SECOND FLOOR I STRAIGHT ARM HINGE WHEN INTERIOR. LLLL -------- ---- � f - _ 2.IF DOUBLE HUNS,-ALL pBL.MING WNDWS TO BE FLOOR FINISH PER H.O.SELECTION - 201 SINGLE SWING 2'-4" b'-8' " �- TILT WASH J ` I� 3.ALL GLAZING WITHIN IS'OF FF TO BE TEMP.6L. A/G NOTE: 4.SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND 1O I. NEW t EXIST.AIR HANDLER t D(2) DOUBLE-HUNG � - 2'-4' -8" � ��� WINDOWS(TYP.FOR ALL)U.O.N.;PROVIDE AT A DUCTWORK IN ATTIC AND BASEMENT � - �� - MINIMUM(2)2'X10'HEADER U.O.N. 2.ROUTE COOLANT LINE AS REQb FROM •IN COMP NOTE: A/G GOND. w IN C.OMPLIANGE WITH NEW YORK STATE BUILDING A/C CONDENSER: E(2) DOUBLE-HUNG 2�_O" - GORE,SECTION R310.2.1;THE FOLLOWING MEANS OF I. NEW t EXIST.A/C CONDENSER O EXIST.C.ONDEFSER /1/\ EGRESS SHALL BE FOLLOWED: LOCATION W Ir 2. SIZE CONDENSER BASED ON NYS MEGH.CODE. F(2) -_ DOUBLE-HUNG r�------. Ifs--��. '�-I" `{'�" �U-� NET CLEAR OPENINS...........5.77 S.F. 3. PROVIDE PROPER TONNAGE To ALLOW FOR COOLIN5 • - Lr --I I�� ���� NET CLEAR HEISHT....... 24 MINIMUM OF ENTIRE CU.FT. LLJJ II NET CLEAR WIDTH........_.......20'MINIMUM 4. INSTALL CONDENSER ON CONC.PAD 6(s) DOUBLE-HUNG 2'-b' 3'-b (y 1 TYPICAL BATHROOM NOTE: =[= ��� O 1. WALL BOARD H(IS) DOUBLE-HUNG l l 3' I" 5'-O" 5.81 10.45 5.83 1 (7) PICTURE J 2'-O' 3'-b" �0 �� -_--_==--� --- ---- _ LI. INSTALL MOISTURE RESISTANT ALL&YP5UM BOARD IN / V (3) PICTURE -_- -_ - - - 3'-0" 4'-b" TUB BATHROOMS SURROUWS ` L 12. INSTALL CONCRETE BOARD IN ALL SHOWERS AND i1- 2. SHOWER FLOORS TT K(2) PICTURE 2'�^ 4'�n vJ _JJ _ 2.1. NEW TILE FINISH M.O.TO SELECT)UPON ----------- 22. CONCRETE OF MET(SLOPE I/8"PER FOOT • TOWARDS DRAIN)UPON L(I) PICTURE L� ll�l -- --- ----- 2.3. WATER PROOF MEMBRANE 4 ATE COVER SHOWER N t ATLEAST IB'UP WALLS n, M L � Q F - - - - - - - - - - I O 41'-10y2" , 1 (2)EXIST. EXIST. 1 b'3"WX4'4"H D.H. 3'I"WX4'4"H D.H. 4 H m I 1 O � � O 1 1 I I Io o - EXIST. X WALK-IN wEXIST. 1 I Lu 1 1 r Lu � 1 I CL• � BATHROOM O 0S � a + EXIST_ I 3x3 GL. I-I I-I SHOWER A-301 1 A-301 2¢xb$ I I n � •, 1 1 SM/GO Xo I Z 1 ,L,0 EXIST. PULL-\, 1 O DOWN STAIR �� 2x6$ MODIFIED SM/C.O - \\\\\\ BEDROOM 3 1 dJ SM//00 -- 363 S.F. - U I m *+ 1 1 1 EXIST. iY � 1 to HATCH _ _ - - - - - - LUO NATURAL LIGHT4 -- �� w VENTILATION I a MODIFIED FLOOR = BEDROOM 2 AREA 363 S.F. 1 � 343 S.F. _ - - - � PROJECT: � Q 5G REQ. S.F. PROV. LIGHT 201.0 S.F. 40.0 S.F. NATURAL LIGHT 4 EXIST. REQ'D 1 VENTILATION C� RREEQb 14.5 S.F. 22.3 S.F. F- - - -1 SANTIS AREA 343 S.F. 1 I v - - ADDITION 95 REQ. S.F. PROV. � I � - - - - - - - - - - J LIOH TO R G D 2'7.4 S.F. 33.5 S.F. OPEN VENT 13.1 S.F. 18.6 S.F. o I 465 BURGUNDY COURT REQD E i I I I m I SOUTHOLD, NY 11971 - - - - - 6v 201 ( I I Q � 1 DRAWING TITLE: L - - - - J (2)EXIST. 1 PROPOSED SECOND FLOOR PLAN - - - - - - - - MODIFIED - - 6'3"WX4'4"H D.H. ATTIC _ -UNHEATED K L 4 K 1 ^UNFINISpHED 1 f - - - - - - _ __ M M 4 M H H11' 4 H I PAGE: 104m00 6-2" - - - - - - - - - - - - - - - 6,_4y2n 4'-4y2" 12'-9" O m 4'-4y2" DATE: 09/09/22 Ak 41'-10)/2" , Q ' 8 OF 17 cv Q 0 5 10 20 PROPOSED SEGONP FLOOR PLAN GRAPHICSCALE 1,158 S.F. HABITAE3LE SPACE; 1,158 S.F. OROSS AREA _ SCALE: I/4" I'-O" Xl) �.<',;"r.•�,,.:.f''`, :�_-�„`°:°'� of OF O LuLj co c) N C Lr) 0 0 C z C\j CD -Z 12 c x n cm 0 0 0 4- M -Z Qo 0 r- 4-J — Lr) C\J C5 co 0 < a: 26 zi--------- :2 (3) iL L 1:22 lill Mill 111111 [U-11111 1111 1 4-J CM 'xi I 011 -c 0 Tj. ; L 0 (AD 0 AL �0' K i Q QO ju i 9 9 9 11 EEI ] L Ddi � La 0 LLI -Lu iLtu _u 2 L (D -L lullL WLi J-H Lulu; ILdiii LJLj =J1 20 ULU UaLLIL iLuLiLL 5c, rb/ J-CT 1111111 1 11 11 11 1 1 Xc--�/ X-�r'7K 11 IT % 1111 11 11 1111 LI 11 ill"I I /4xzc:i EAST ELEVATION (FRONT) SCALE: 1/4" = 1'-0" ALL NEW NIND0Vq5 SHALL BE FELLA; INSTALL AS PER MANU. SPEC.'S. SEE PAGE "6-005" FOR NAILING $ 5TRAPPINO DETAILS. ELEVATION NOTE=-5 **SEE DOOR SCHEDULE FOR ALL OLA55 DOORS FROM SAME MANUFACTURER" (D HATCHED AREAS INDICATE NEW WORK (-rYP.) WINDOW CHART EGRESS TYPICAL ROOFING: ROUGH OPENING WINDOW DIMENSION CLEAR I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS TAO TYPE MODEL # OPENING TEMP. z NfDTH REG'D: 20 w2. H.O. TO VERIFY FINAL COLOR 4 MATERIAL SELECTION ----------------- HEIOHT�"' REG'D:24"1 WIDTHH OPEN REO'D: 5. S.F. BEFORE INSTALLATION WIDTHHT OAF 50 SHINGLES YER OR AR ACHITECTURAL ASPHALT A W DOUBLE-HUNG ( EOUAL) B (4) DOUBLEHUNG � - O0PROVIDE CONCEALED FLASHINGAT ALL ROOF INTERFACES. LU D (2) DOUBLE-HUNG OTYPICAL SIDING: 1. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS DOUBLE-HUNG 2'-O"2'-O"2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SIELECTIDN PROJECT: BEFORE INSTALLATION [:44�-�J[ F (2) DOUBLE-HUNG -HUN I L—DOUBLE 0—Ua-L WHITE NUCEDAR SIDING; (0" EXPOSURE 6 (5) SANTIS E A ADDITION REMOVE 4 RESET EXIST. ELECT. METER H (15) DOUBLE-HUNG G 2'-0" 1 (1) FiTU PICTURE -011 =4 465 BURGUNDY COURT 1:2 11 21- PICTURE01, 4'-0" SOUTHOLD, NY 11971 DRAWING TITLE: 15 L (1) P107IJ M (5) PICTURE V-4" 1'-8" PROPOSED EXTERIOR ELEVATIONS L lh-LLLUL III PAGE: tiLILILL F 1-11 LiLiLLL jLajLL LL lil11j A lLiLmu L llu A--201. 00 .fuL HhffL lul IL�- -LLLLU k i LL LmUl DATE: 11/23/22 9 OF 17 a- w -LL Km I) M. NORTH ELEVATION (RIOHT 51ISE) SCALE: 1/4" = 1'-0" 4r o Lu Lu cc cy) < ±2 c\1 C 76 0 >: C C\J 0I 0 . Lr) cad. X cm 00 4 - 0 in 0 4-J cm C5 4-J c cu < R 2 2 J --- -0 ull LI ull C.) (D L ------- l m (D _e.��u ��� _ _TT�� .. .. m.. — — ­ ------ JUL �Jl IL�L_ � LL-1 111 UAITI 11 11 h < LL AVIL ULLUL Lh ------------------- A P111 - ------------------------ LILLLLIL L1 LLLLiL H t -111 Jill 11 T NEST ELEVATION (REAR) SCALE: 1/4" ALL NEW WINDOWS SHALL BE FELLA; INSTALL AS PER MANU. 5PEr_.'5. SEE PAGE "0-003" FOR NAILING 4 STRAPPING DETAILS. ELEVATION NOTES **5EE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER** ( HATCHED AREAS INDICATE NEW WORK (7YP.) LKNDON CHART OTYPICAL ROOFING: EGRESS I. SEE NOTE AT BUILDING SECTION FOR MINIMUM ROUGH OPENING WINDOW DIMENSION CLEAR CONSTRUCTION STANDARDS TAO TYPE MODEL # OPENINO z 2. H.O. TO VERIFY FINAL COLOR 4 MATERIAL SELECTION WIDTH REO'D: 20 TEMP. w HEIGHT WIDTH HEIGHT REOV:24" BEFORE INSTALLATION NIDTH HEIGHT OPEN REO'D: 5.1 S.F. 0 SHINO5 (OR EaUAL) OAF 50 LEYEAR ARCHITECTURAL ASPHALT A (5) DOUBLE-HUNG \5'-0" L) A 13 (4) ��\ 5'-4" OPROVIDE CONCEALED FLASHING AT ALL ROOF INTERFACES. - - \i 3' I" I b'-O" OV TYPICAL SIDINO: Z-4" --\\ 4--&' I. SEE NOTE AT BUILDING SECTION FOP, MINIMUM \`- \-.._ _\ ___ _ - D (2) DOUBLE-HUNG \---- -_---I\ -\ E (2) DOUBLE- CONSTRUCTIONION STANDARDS 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION BEFORE INSTALLATION DOUBLE-HUNG :21-011 PROJECT: F (2) DOUBLE HUNG 51 4_011 �JF 11 o WHITE NUCEDAR 51DINO;b" EXPOSURE O (5) DOUBLE-HUNG SANTIS 1�� -- REMOVE 4 RESET EXIST. ELECT. METER H Do E3LF_HUN(S _ —__ - - l�___ \ \ . _ 5-0 .51 __ ____ ___ _ _ _ — _ _ ___ _ _ __ ___ _ _ - -- --f- ADDITION PICTURE ---------- _j (5) PICTU �_ \RE 465 BURGUNDY COURT 41-0 PICITU11 SOUTHOLD, NY 11971 :2 L ( RE 1) PICTURE DRAWING TITLE: M (5) [:F�ORE PROPOSED EXTERIOR ELEVATIONS PAGE: LJ A JU jLLLj 0 2 0 0 0 4 41 11 Ii I LLRIL LLILLLIL �I I I IJ IJ i t JhLLLL1 L11.1 LiLWL LLLLil DATE: 11/23/22 10 OF 17 iu iLLIU A-LB-IL ffiff& LL SOUTH ELEVATION (LEFT SIEDE) tt SCALE: 1/4 = 1'-0" �p % aiuLd"L!LL I Lu EXIST. RIDGE HEIGHT ELE\/. +55.2' M Luui Lu CO CONNECTION 'A' AS cy) PER PACE 0-005 c\l ATTIC Lr) NEW RIDGE �� �� A<4\ c: C; 0 RIDGE HE=IGHT , >: Zo ------------------ 0 4- 0� EELE�7/-+2-1.4- tu z x 0 C\j 0 (b iN C.L K m G.J.r-j. PEP. PLAN Lr) 0>� >1 x r -1< c M C\l 12_ ALL NDOV45 NEN HEADERS AE300 0 0 4-J -c 0 m -Z HI4 VE 4-J 4-j Lr) DOORS PEP, cm d cu 15 STRUCTURAL PLANS 0 < d. SECOND FLOORI t- , dj 2"xb" SILL < EXIST. SECOND FLOOR r..j. PER PLAN - NEW HEADERS ABOVE NEW HEADERS ABOVE • ALL WINDOWS 4 ALL WINDOWS 4 DOORS PER DOORS PER (D STRUCTURAL PLANS4. STRUCTURAL PLANS m 4-J NEW STUD TO IFIRST FLOOR] 2"xb" SILL FLOOR ASSEMBLY dl) LLJr-ONNECTION 'DI'DIAS PLATE I + WINDOWS. PER FACE 6-003 PLATE 2"xb" SILL ® WINDOWS. 0 FIRST FLOOR EXIST./PROP. FIRST FLOOR EXIST./PROP. FIRST FLOOR ELEV. +&.&' lmm%wwwwRmF.,J. PER PLAN )F.J. PERPLA F.J. PER I-LAN -j Lu DROPPED GIRDER PER PLAN tu%.) (D PITCH PITCH :'ITCH 0 PITCH ---�ORADE .- t-K AVERAGE rFADrz --'ORADE AVERAGE GRADE CRADF--- J, RADF r ELEV. +5.5' ELEV. +5.5' FG��F,Aorz < �-Fzju() F Z BASEMENTNBASEMENTLU < -UNHEATED- PROF. CRANI-SPACE SLAB < PROF. CRANI-5PACE SLAB -UNFINISHED- < ELEV. +2.&' Lj EXIST. BASEMENT SLAB----- EXIST. BASEMENT SLAB ELEV. +0.0' ELEV. +0.0' Lj SEOTION 1 -1/A-501 SECTION 2-2/A-301 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" BUILDINO SECTION NOTES ONEW ROOFING NOTE (T-1-P.): I. INSTALL NEW ASPHALT ROOF 5HIN&LE5 2.INSTALL ICE AND WATER SHIELD FROM FA501A UP TO 24" FROM IN51DE FACE OF STUD WALL AND AT VALLEYS OVER 5.INSTALL 15 # BUILDING FELT(U.O.N.) OVER 4.1/2" CDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) 5. CAP SHINSLE OVER RIDGE $ HIPS (AS REG'D) 6.PROVIDE RIDGE VENT(A5 REG'D) 7. FLASH ALL VALLEYS &.INSTALL DRIP EDGE AS REO'D cl. INSTALL ALL AS PER MANU. SPEC.'s TYPICAL ROOF 4 CEILING CONSTRUCTION: O NEW ROOFING AS NOTED 1/2" CDX PLYPV SHEATHING (BLOC<INCa ALL RIDGE HEI5HT (D-\\ -- z : FLYND SEAMS) ELEV. +33.5- RIDGE PER PLAN 2 • R.R., 4 C.T. AS NOTED ON PLANS (a SPANS 0 OVER&' INSTALL "X" BRIVOINO a CENTER OF SPAN,U.O.N) • MIN. OF R-50 SPRAY FOAM INSULATION CATH.; R-4Q BATT FLAT CEILINGS PICAL EXTERIOR WALL CONSTRUCTION (-rYP.): Li l o UPON "VENTED TYVEK" HOUSE WRAP (OR EQUAL) • UPON 1/2" COX PLYIAV. SHEATHINS, (5LOC<INr, ® ALL PLYV0 SEAMS) ROP. RIDGE HEIGHT ----------------------- • 2"xb" STUDS a Iro" O.C. Pq/013L. TOP PLATE ELEV`. +26.5' • 2" FOAM INSULATION I^V R-15 BATT INSULATION (R-2-7) PROJECT: • 5/8," GYPSUM 8D. WALL FINISH ONEW 51DINO NOTE (T'i'P.): I. INSTALL NEW NUCEDAR 510INC7 SANTIS 2.-TYVr=r," HOUSE WRAP (OR EQUAL) 5.INSTALL ALL AS PER MANU. SPEC.'5 RR. ADDITION 4.PROVIDE ALL NECESSARY TRIM FOR . R PL-AN- PROPER INSTALLATION 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL Lu TYPICAL FLOOR CONSTRUCTION- 465 BURGUNDY COURT I. FINISH FLOORING TO SELECT Z 2. 5/4" T$& CDX PLYI�0. SUSFLOOR SLUED 4 SCREWED SOUTHOLD, NY 11971 5. F.J. AS NOTED ON PLANS - AT SPANS OVER&' INSTALL 'X' BRACE a MIDSPAN 0 SF.j. PER PLAN 4. MIN R-50 BATT INSULATION (ONLY BETWEEN FIRST DRAWING TITLE: FL�'05PA ATION);FOAM RIM BOARD 0 < L BUILDING SECTIONS ONEW 5" THK. P. CONC. SLAB NON-11ZIENFORCED PER PLAN NEW HEADERS ABOVE NOTES GARAGE ALL WINDOWS 4 ry �] DOORS PER FIRST FLOOR STRUCTURAL PLANS FIRST FLOOR PAGE: Apt EXIST./PROP. FIRST FLOOR _____+&.&' ----------- 2"xb" SILL ELEV.+8.8' - \\-.PLATE EXIST./PROP. FIRST FLOOR A-301. 00 F.J. PER PLAN a WINDOWS. ELEV. +5.95' EXIST. GARAGE SLAB F.J. PER PLAN ELEV. +6.0' PITCH /-K AVERAGE GRADE ------------- ORAK-5PACE]: CG4r-- 5LAB ORADE PITCH DATE: 09/09/22 li OF 17 N ORADE--- ELEV. +53' AVERASE ORADE <I- JU ELEV. +53' ICRANI-5FACE] F�-Zlu PROF. CRAHL5FACE SLAB in Q------ ------ ------- j ELEV +2.8' < PROF. CRANILSFACE 5LAS in ELEV. +2.8' < EXIST. BASEMENT SLAB ----------------- -EL-EV-+0.0' EXIST. BASEMENT SLAB ELEV. +0.0' SEC,TION 5-5/A-501SECTION 4-4/A-501 SCALE: 1/4" = 1'-0" SCALE: 1/4" 1'-0" OF N EXTERIOR SHEATHING AS PER SECTION NOTES d. SIDING MATERIAL AS Q PER SECTION NOTES 0 W BUILDING PAPER d HOUSE WRAP TO FULLY OVERLAP FLASHING J (( EXIST. STUD WALL 1 cy) HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE II "Z" FLASHING W SPECIFIED ON SIDE OF STAIR IN ACCORDANCE w/MANU. SPEG.'s; 5/4 xb P.T. DECKING m PLANS AND NOT PROJECTING MORE THAN 4Y2" INTO O.N. ON PLAW O `- STAIRWAY;SEE HANDRAIL GRIP SIZE ADJACENT GAP FOR SECTION/DETAIL5) - -� PITCHED METAL DRAINAGE�IMP5ON' OR EQUAL *z; � >: � -- __ _ __ O 10157 HANGER B _ O N Z FIRST FINISHED FLOOR C -= .� d c x = N ° 0 0 4 c4 METAL DTT DECK TENSION _r_ O m -z .— JOISTS AS PER PLAN FASTENED w/(2) Z„ TIE BY 'SIMPSON' (OR N O ca -- IY2' MIN. SPACE BETWEEN \ 5/8" (V x 5" LONG HEAVY DUTY GAL. FLASHING EQUAL) Q VC-) a \ WALL AND HANDRAIL \ LAG BOLTS ® 16" O.G. INTO MUD SILL E RIM BD.;WHEN ® FOUND. WALL FASTEN COUNTER s/4" PINE RI5ER \ w/(2) 5/8"Q x 5" LONG APPROVED FLASHING P.T. DECK JOIST MASONRY ANCHORS ® 16" O.G. AS PER PLAN 5/4" PINE TREAD STANDARDS FOR O RI FPABLE HAND RAIL EXIST. FOUNDATION WALL SCALE: NTS lo" ix p GROSS SECTION 2 LEDOER 0ONNECTI Oil DETAIL < HANDRAIL MIN' I" ROUNDED NOSING 4 CLEARANCECIRCULAR NON-CIRCULAR A-401.00 SCALE: P P-0" w/Y4" RADIUS tu (NOT INCLUDED IN U TREAD DIMENSION) • 4"-6Y4" IY2" 4"-2" PERI— 21/4 ly " W MIN. / METER MAX. / �J / EXTERIOR SHEATHING AS PER SECTION NOTES t / SIDING MATERIAL AS J / PER SECTION NOTES f 1 N BUILDING PAPER d HOUSE WRAP / TO FULLY OVERLAP FLASHING m / j TYP. ROOFING (SEE Q • (3) 2"x12" STRINGERS ® w/R-21 ' INSULATION, IF UNDERSIDE IS PAGING c}- "Z" FLASHING SECTION NOTES) STORAGUNDER IDE 1 L SPACE j ro 5/4"x6" P.T. DEGKIN6/ I 5EGTION/DETAILS) TYP. ROOF CONSTRUCTION �f Ll GAP FOR DRAINff-��AGE (SEE SECTION NOTES) N Q � PLA . 9 - SIMPSON' H2.5A ASS STORAcSE UNDER Y� GYP. BD. RAFTER TIE _ -- (WHEN Af'FL I OALBE) j METAL DTT DECK TENSION N JOISTS AS PER PLAN FASTENED w/(2) 7.FLASHING TIE BY 'SIMP50N' (OR 5/5" (P x 5" LONG HEAVY DUTY GAL. EQUAL) LAG BOLTS ® 16" O.G. INTO MUD SILL k COUNTER G.J. A5 PER PLAN RIM BD.;WHEN ® FOUND. WALL FASTEN FLASHING P.T. DECK JOIST FASCIA BOARD W/(2) 5/8"C> x 5" LONG APPROVED F. PER PLAN TREATED 2"x12" SILL FOR CONTACT MASONRY ANCHORS 0 16" O.G. AS w/GONG. (IF APPLICABLE) FOUNDATION WALL BEAM AS PER PLAN I BASEMENT LEDOER ( 0wONNEOT 101 DETAIL NEW "SIMPSON" LUS26 A-401.00 6ALVANIZED JB15T SCALE: 1" = 1'-O" HANGER PERMAGAST COLUMNS AS PER PLAN N/ "SIMPSON" PC64 (FOR 3 PLY BM) OR "SIMPSON" BC52-2/4 (FOR 2 PLY INTERIOR WOOD STAIR DETAIL BM) P05T GAPS A-401.00 SCALE: 3/4" = V-0-- PROVIDE '-O"PROVIDE 3" (MIN) GONG. GOVEF: ^ < OF ALL REBAR WITHIN P. GONG, w w WC- FOUND. ALLS d P. GONG. FTG' PROVIDE STRAPPING 4 NAILING - p AS PER CONNECTION 'D' IN W 0 pAF 2 "TYPICAL NAILING/STRAPPING m pl Y 4 2 PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, v_ MIN. 4" BETWEEN EDGES OF 5/4"xb" P.T. BETWEEN CAVITIES SHEAR, $ LATERAL RESISTANCE" Q u.i O V PER ENERGY TABLE ON PAGE 6-003 ® EA. STUD. 0 to 1-1/2" SQUARE BALUSTER DECK BOARDS P.T. DECK JOISTS AS (WHEN APPLICABLE) (STYLE TO SELECT) NOTED ON PLANS COVERED PORCH DETAIL NEW (2) 2"xb" P.T. SILL PLATES FLOOR SYSTEM AS 5/4" x REG'D NOTED ON PLAN UPON SILL SEAL UPON COPPER SIMPSON H2.5A RAFTER HEIGHT P.T. RISER � " � �� _ �_ -- A-401.00 SCALE: 3/4 I O TERMITE SHIELD TIE (OR EQUAL) w DECK BOARDS Q 5/4"xb" P.T. DECK \ NEW 5/5"4P HOOKED ANCHOR BOARDS A. BOLTS ® 9" O.C. RE \2"x BLOCKING ® C I L 3 /3 SQUA __-, _--_ _- _-__ _ __ I STRINGER TO MATCH SIZE WASHER s ENDNUT OF P.T. DECK JOISTS PROJECT: 1- ASPHALT DAMP I I FASTEN STRINGER TO z PROOFING TO EXTERIOR (2) I/2"0 HOT DIPPED GALV. BLOCKING (MIN. b SANTIS REE BAR ® 48" O.G.HOOKED VERT. t- .,f�\ BOLTS ® EA. P05T w/OVERSIZED 1 G -- GRADE P.T. D.J. AS _ - -WFASTENERS) z WASHERS $ END NUT PRE50RED ADDITION #4 HCR. CONT. REBAR® TOP B 11 i PER PLAN N z INTO BEAM, POST, DECK TIE 6 Noll 8„ RIM BOARD A55EMBELY ln'PJ BOTTOM OF WALL (2 TOTAL) 1 - - 2"x12" P.T. STRINGERS ® Ib" •II X. _ z P.T. BEAM AS NOTED 4" THK. x b" WIDE x WIDTH O.G. (MIN. 3 STRINGERS ® PERMAGAST COLUMNS AS PER PLAN P. GONG. FOUND. V"LL 11 Q _ ci = SOLID BLOCK ® 12" O.G. OF STAIR P. GONG. PAD EA. STAIRWAY) w/ "SIMPSON" P064 (FOR 3 PLY BM) (MIN. 4,000 PSI) I1 OR "SIMPSON" 15052-2/4 (FOR 2 PLY 1I = (2) SIMP50N DJT14Z (1) 1/2"m H.D. GALV. THRU BM) P05T CAP5 465 BURGUNDY COURT P. GONG. CONT. FTG. 11 O z (MIN. 4,000 PSI) I - ! �- 1 DECK JOIST TIE ® BOLT W OVERSIZED WASHER - II< EA. POST d END NUT PREBORED INTO 2"xW P.T. BLOCK IN BETWEEN °d -. NOTE e , II P05T S DECK JOIST TIE EA. STRINGER. FASTENED TO (3) #5 HCR. CONT. REBAR SOUTHOLD, NY 11971 O P. GONG. PAD w/ IQ/64" xALL DEGKIN6 SHALL BE FASTENED 11. 1 "SIMPSON" ABA44 m w/COATED DECKING 50REWS BY 4" P. GONG. SLAB 11° m ® OBASE 3-1/2" CONCRETE SCREWS BY _ r "DECK MATE" (OR EQUAL) COLUMN DRAWING TITLE: I CALIBURN" (OR EQUAL) - MIN. 4"x4" P.T. POST (3) SCREWS PER BLOCK O" MIN. -- - -- �� GRADE JJII I_ _ i i GRADE GRADE POOSSTT BASE SIZPER DESIGN D ETA I LS b LI' } -�ll 5"(P 'SONOTUBE' FILLED MIL POII `t MOISTURE MIL POEF: - <m - SOLID W P. GONG. nlJ I I— 4" GRAVEL $HSE (MIN. 4,000 P51) p 1 1 FINISHED STONE FRO -4" 11 11 4" GONG. SLAB GLEAN EXTERIOR WOOD STAIR DETA I L - COMPACT AGT FILL - I m � PAGE: (2) #4 HOR. REBAR I A-401.00 a a I I I I I I I SCALE: 3/4" = 1'-O" 1 v (2) #5 BENT ,X,/ 12"x12"x8" P. GONG. PAD �L REBAR \ � \ A-401m00 4 FOUNDATION `TALL DETAIL FTG. (MIN. 4,000 1=51) GRADE /\rrr\\r BACKFILL A-401.00 SCALE: 3/4" - 1'-0" (01," EXTERIOR WOOD DECX DETAIL a �j �rD EVERY- \\ /\\ DATE: 09/09/22 12 OF 17 A-401.00 SCALE: 3/4" = 1'-0" 4 >k' � EXTEND FOUND. WALL 4 FTG. AT // // / COL. PER FOUND. PLAN;PROVIDE z �\ ADDITIONAL (2) #5 VERT REBAR O a \\r r\\\ IN CONC. WALL BENEATH COLUMN '.{ a i P. GONG. FOUND. WALL d FT6 AS v. " a.':Y:�!;'`�'-•;,,�. 8 i PER DETAIL IO/A-401 {�. Al tp OP COVERED PORCH DETAIL A-401.00 SCALE: 3/4" = I'-O" EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT — LZ22Zd WOOD FRAME (L.a 5TL. Q I EXISTING TO REMAIN WHEN APPLICABLE) �O NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Lu J 5TL. WHEN APPLICABLE) // _ co NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL !� WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS 0)WHEN APPLICABLE) (MIN. (2) 2"x6" 5TRUGTURAL C O � P05T FOR b" WALLS), U.O.N. _ "O 0 NEW 2-HR FIRE RATED _ WOOD FRAME (L.O. STL. O O N0 0 WHEN APPLICABLE) CL Ln OO O .N � � m � L0 ( c O c13 V Q a: O lI L- O O_ - _ - - - F. TI L(2 ��x10" P.T. DRP HEA - R ��I I I f�l I I I I v • I I I x�6 �j I I M 1 1 1 lu0wad 1 • z ® z I I I r , I I V 70 LL (2) x " P.T. DNP HEADER) l 1 Q LLI I W - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I — — — — — — — — — — - X a� w Q� I I I 1 z ® z ® I 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I III : I I , - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ; - - --� ��0- - _ - O,�O - - - - - - ♦� (2� 2"x10" P.T. DRP HE—AD�p)� -L�:ji : "x10" P.T. DRP HEAD�R�p>�— � ' I Q?v x p0 I NEW 2'"x10" F.J. I 1 ry p 0 - - - — — — — — PROPOSED - Iz D- o O.G. 12" I GRAWLSPAGE x- 535.F. cv� ( ( I - - - - - - - - _ — — in — o O — — — — — — O - - - - - - - - — O L - �J (2) 2"x8" HDR L • EXIST. 2"x10" F.J. I •. I •• I ® Ib" O.G. ' I EXIST. 2"x10" F.J. ? Qr ; ILl ® I6" O.G. u z L rn r x n � ro ® � n L ® N PROPOSED I N X x qN X GRAWLSPAGE r 0 0 rn I ' [�] ry- O Q 651 5.F. � (� GRAWLSPAGE I PROPOSEDI EX15T. m (A n �- < L J ' -Ti GL. O . . ••• I I UP IST. EXIST. � PROPOSED I� I I ME ROOM AL ( STORAGE — — - - - Z I w ' I - `� v. tc J . 1 = p ® N`fl N`fl - - a F a F w ® ® (2) 1.�5" x LS 1 DRP. HDR. — — — _ — _ — : I m^ z z N u NEW 2:"x10" F.J. Q O I 5 c Q O x O O I Q 012" O.G. j O O z _ - 1 x N EXIST. 2"x10" F.J. EXIST. 2"x10" F.J. _ _ - - -_9- - -— - - —- O ,! — — — — — O - - - - - - �• tu ® (3) 1."15" x �1.5' ILV DOP. HEADERL — J (3) 1."15" x 9.5" LVL DRP. HEADER - 1 1 1 1 - - - - - - - - - - - - - - 0 PROJECT: x z 0 0 1 SANTIS N 41 - - - - ADDITION MODIFIED I � - - --- - - --- -- --- --- -- --- O GARAGE � — rn rn 465 BURGUNDY COURT • • >o SOUTHOLD, NY 11971 PROPOSED ® � — — n ® � GRAWLSPAGE — — — — " �- - 0 .. I I O - - - - - - DRAW-INGTITLE: PROPOSED STRUCTURAL PLAN L - - - - - - — — — — — — — — - L � � +� F - - - - - - - - - — - - � - - - - - - - - - - - PAGE: L - - - - JAI -101000 , - - — — — — — J DATE: 09/09/22 13 OF 17 PROPOSED FOUNDATION STRUCTURAL FLAN :z. 0.:t�� "u •I t� SCALE: 1/4" = 1'-0" a. � �t '' � 5ENERAL ERAL 5�'ME30L <E) : EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT — WOOD FRAME (L.6. 5TL. Q � I EXISTING TO REMAIN WHEN APPLICABLE) A 0 NEW WOOD FRAME (L.O. �T NEW FOUNDATION WALL mll J 5TL. WHEN APPLICABLE) cc (IO NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL • IN WOOD FRAME (L.G. 5'T L. P05T FOR 4" WALLS O) WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL p POST FOR 6" WALLS), U.O.N. = 'O >: C09 NEW 2-HR FIRE RATED 'N � _ WOOD FRAME (L.O. STL. LO O (V0 0 WHEN APPLICABLE) tl •� I X -1 N OO O 4--+ -c O m Z (� � N c a VC-) a: EXIST. EXIST. (4,' R1 ID q" UP UP (3) rr ® 10" 4--J EXIST. ( , DECK V (D W EXIST. DECK _ PROPOSED z= U ('2) IL I.15"Xq.5" LV_L HDR. DECK ADDITION O I I U) 1 1 (5) 2"xb" P05T (3) 1.5"x'15 LVL HEADER(TRP. JACK STUD) I I (PROV. DBL. POST BETWEEN EA. WINDOW) PROPOSED Q DECK _ EXIST. (E) G.T. -- z -- �- -- L 5/4" DECKIN ® 43" O.G. (SEE SECT. FOR HT) LVL HDR. I (2) 1.75"X11.875" LVL HDR. WRAP W/ IX P.P.P Q I LINEN Imo_" EUP O I EXIST. 2"x10" F.J. I MA GL. . 0)) STA ION I O.G. L) z MODIFIED I V I 0S IU I " " KITCHEN ,0 U1 � 2"Xb" FALSE R.R_ I Ul o �o x O x ® Ib O.G. EXIST. 2 xIO G.J. LL - I FPROP. W LK-IN<< PROP. PROPOSED N I PROPOSED SED BUTLERS o v X x - MASTER in -Z m_ _ X xQ u� U Q PANTRY w l I w i BATHROOM X ry 1 L"U i I 1 I X in O j PROP. I tL PROF N J Nw� GL. w MM �� 1 Q 1 PROPOSED DEN �?Np d pi BEDROOM I Q X BEARING WALL BEARING WALL Q m I -CATHEDRAL CEILING- w �'m EXIST. 2"xIO" F.J. PROP. p O z j m ® Ib" O.G. Q I HALLWAY w Q 1 I to EXIST. 2"x10" F.J. O.G. N V Q cV 1 l4 (5) 2"x4" P05T _ I 4 z • (2) 2"xb" POST(TYP.) x o I z Q EXIST. LIVING il� _ -- --- ROOM tn y 1 (2) 2"X10" DRP. HDR. (2) 2"XIO" DRP. HDR. PROPOSED PROP X ® PROP. I Q 1 W w C _ EXIST. (2) 2"xb" G.T. I I _ 0 12'-0" MUDROOM LAUNDRY w WALK-IN --- ® 48" O.G. (SEE SECT. FOR HTJ d `� - ROOM GL. HIS O 1 WRAP W/ IX P.P.P Q Q (3) 2�x4,. �. + z I H PROP. 7r, m= v 2 POST _ ® GL. �. � w 2"Xb" FALSE R.R. g X � 6 = J R H ® 16" O.G. r LL ivy a w l r m 1 v N 00 MODIFIED BEARING WALL w Q FOYER EXIST. 2"xIO" F.J. l ) i ® , NEW EXTEND WALL TO R.R. ir ir w a ® Ib" O.G. j J p MODIFIED l ) T ® lo"UP DINING ROOM (2) 2"x6" POST(TYPJ X lu LnnlIS -- --- / 1 Q r" L (5) 2"xb" a PROJECT: POST dJ V (2) 1.75"X11.8'75" LVL HDR. m (3) 2"x4" MODIFIED (3) 1."15"xq.5' 2.0E MIGROLLAM W/ N= -- _ - - - -- PROP. [A001. REXIST. FROM DOTTED LINE TO FRONT ADDITION NEW F.J. _ POST _ �) .5" STEEL FLITCH PLATES _ GARAGE F K �� I SANTIS - - - AG AG (3) 2"xb" z V FLUSH HEADER X ® \ POST (2) I. 5'Xq.5" LVL HDR. v w X 3�� � 1 ADDITION NEW. 2"xIO" F.J. \ m Ci \ N V z U~1 ® 1 (2) 1.75"Xq.5" LVL HDR. X (2) 1.-15"Xq.5" LVL HDR. \ MODIFIED x Ow lot --- --- --- — COVERED N�� 465 BURGUNDY COURT PORCH N alli SOUTHOLD NY 11971 3 I.7s"Xq.S" LVL HDR. X _ r s WRAP W/ IX AZEK _ - I DRAWING TITLE: - - - - -r - - - - - - - - - - - - Fy PROPOSED STRUCTURAL PLAN X w PAGE: fi ROFOSE7) FIRST FLOOR STRUCTURAL FLAN S-102mOO SCALE: 1/4" = I'-O" DATE: 11/23/22 14 OF 17 f QPM A �� •. C . `V iv tM X r •'�� OE I ` E RAL I I " 50L <E� : EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT -� WOOD FRAME (L.O. STL. QD� EXISTING TO REMAIN WHEN APPLICABLE) c- W NEW WOOD FRAME (L.O. NEW FOUNDATION WALL _ W cc �---I STL. WHEN APPLICABLE) J (y) Q +� N NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL IX c: LI) WOOD FRAME (L.G. STL.. ® POST FOR 4" WALLS m WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O POST FOR b" WALLS), U.O.N. - >: o NEW 2-HR FIRE RATED WOOD FRAME (L.O. STL.. p C N0 O WHEN APPLICABLE) 11 - V) ca � 2 X :3 N 00 O 4-J ' O m T4 C NO � c>3 Q(a) a O W IL 4—J U •- Cll D - -J m U Q .- I I balm 0 (2)EXIST. EXIST. 63"WX4'4"H D.H. 3'I"WX4'4"H D.H. I 1 � O �jo a EXIST. ? EXIST. WALK-INtu GL. v EXIST. m x N BATHROOM . 0 c::a N ® EXIST. X X I vU w wQ � ® MODIFIED =� Lu BEDROOM 3 J EXISTING FLUSH HDR. TO REMAIN \\ (2) 1.75"x11.8'15" LVL FLUSH HDR. I - - - - - - - - - ^n LVA MODIFIED BEDROOM 2 I H w i 5"x11.8"15" LVL FLUSH HDR. N v p V - - - EXIST. I v ® - J t, l I I o PROJECT: (3) 2"xb" (3) :2'Wo I I I SANTIS POST (3) I.-15'X14" LVL FLUSH HDR. POST - - - - - ADDITION — -- — — — — — — V 6'3"WX4'4"H D.H. MODIFIED O - I ATTIC fj0 tu ® - _ - - 465 BURGUNDY COURT Z . -- - - � SOUTHOLD, NY 11971 — - - - - - - - - - - -1 L _ — L - - _ — — — — — _ _ -DRAWING TITLE: PROPOSED STRUCTURAL PLAN FROFOSEID SECOND FLOOR STRUCTURAL PLAN PAGE: SCALE-. 1/4" = 1'-0" S-103m00 DATE: 09/09/22 15 OF 17 .1k 10 03 7 WD OF 1v ax 0ENERAL` ERAL 5 I �iiiiiilE30L KE)" : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) NEW FOUNDATION WALL W �-----� -•-� NEW WOOD FRAME (L.G. J cz F-- STL. WHEN APPLICABLE) NEW I-HR FIRE RATED © MIN. (2) 2"x4" STRUCTURAL - N !L) WOOD FRAME (L.G. STL. POST FOR 4 WALL O7 WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL O POST FOR 6" WALLS), U.O.N. _ 7 } C09 NEW 2-HR FIRE RATED + � _ WOOD FRAME (L.G. STL. 00 C N z O WHEN APPLICABLE) a. •C13 Y �. c X :3 N O 4-J ' O 00 m C9 C N O c>3 Q a: O W 4-J U •- 4"x3" ALUM. DOWNSPOUT DBL. POST(TYP) (TMP, J0} I 4"x3" ALUM. (V Q 4'x3" ALUM. V Q D- I DOWNSPOUT 6"x3" ALUM. DOWNSPOUT GUTTER(TYP) = I (TYP) GUTTER HIGH (TYP) xI POINT(TYP.) '`t Q I I _ - Q Cn O ^` 15:12 PITCH 15:12 PITCHIAlok - - - — — — - - - - - - - - - - - - - - - - - - - - - - - 4"x3" ALUM. mfn Q � w DOWNSPOUT 6"x3" ALUM. LLO (TYP) GUTTER (TYP) Q GUTTER HIGH POINT (TYPJ DBL. POST (TYP) DOWNSPOU Q w GUTTER(TYP) (Tyr m I - - - - - - - - - - - - — - - - - - - - - - T - NEW 2"x10" R.R. NEW 2"x10" R.R. NEW 2"x10" R.R. NEW 2"x10" R.R. I EXIST. AIR Qi I ® I6" O.G. ® I6" O.G. ® 16" O.G. 616110.0. I HANDLER IN ATTIC Qi Qi I rJPv i F + " 3: X x A-301 I A-301 Q ij ® N X ® 0. I w ® " " W ® � 15:12 PITCH a 15:12 PITS OBLI. POST(TYP) NEW(2) 2"x10" R.R. NEW(2) 2"x10" R.R. I L uX1 I w " z _ d NEW 2"x12" GE ® 48" O.G. ® 48" O.G. I r I 10 r I z a v X � I K I ��'' O OL X I GUTTER HIGH L — _J DBL. POST(TYP) DBL. POST(TYP) z +�0,, ' I POINT(TMP.) I F p I 9 I 1 �� I 15:12 PITCH " 15:12 PITCH I NEW 2"x12" RIDGE �p 0. 4"x3" ALUM. I I I X I <<�� w v DOWNSPOUT GUTTER HIGH EXIST. 2"x12" RIDGE I w Qi I z I (�) POINT (TYP.) to IUJ O I _ — _ — L L I � I I 4"x3" ALUM. Q I I �-' �j � �j � 15:1 PI'S I 15:I�T� I DOWN`�00U; FLLARSHING V. AT I I O�q I I O _ v WALL (TYP.) - ��{0 ry O _ I w ® ® (2) 1.•75"X9.5" LVL R.R. (2) 1.•15"X9.5" LVL R.R. _ I " ►O z z O _i " w ® a n I NEW 2"x10" R.R. N z I " " ( (2) 1.15"X9.5" LVL HDR. I I = 6 I6" O.G. I GUTTER HIGH \_60TTER. HIGH Z t= r O O r I — — — — z 15:12 PITCH I POINT (TYP) POINT (TYP) NEW 2"x10" RIDGE I ��' =x — NEW 2"x10" R.R. (V v 0 w 9 - I ® I6" O.G. d � V Q o 0 a a — w p v — — — — 3 — — — — — — — O tp I � al <���"�p w I 4"x3" ALUM. DOWN POUT NEW 2"X10" R.R. O 3 ® in Q; DOWNSPOUT (lYP) j I ® I6" O.G. " z PITCH Z 1:1 I��G'H ( in U Ri O U Q, (TYP) m 1 LU w LU Q D I NEW 2"x10" R.R. ® 16" O.G. I " O� II DBL. POST(TYP) I ® I6p ®m YNEW 2x8R.R. NEW 2x8R.R. p 1s:1� PITCH 1512 PITCH P � PzIN ) O.G. _ — I PROJECT: m UPPER I 0 I I SANTIS 4"x3" ALUM. GUTTER HIGH — — DOWNSPOUT POINT(TYP) O R' ADDITION (TYP) N 1:12 PIS I y p I I GUTTER HIGH UPPER 4"x3" ALUM. 3 N= I &UTTER® DOWNSPOUT L - - - - - - w - - - - - - L - - - — — - -- L POINT(TYP) z ® I DORMER (TYPJ 4"x3" ALUM. w - - - I 465 BURGUNDY COURT DowNrT�) �- - - - - - - - SOUTHOLD, NY11971 - - 6"x3" ALUM. _ DRAWING TITLE: 4"x3" ALUM. p m 4"x3" ALUM. --- — - -- DOWNSPOUTO POINT(TYP)GUTTER HIGH GUTTER(TMP) m ' DOWNSPOUT PROPOSED STRUCTURAL PLAN (lYP) Q (TYP) ' N Q FROFOJED ROOF FRAM I NO FLAN PAGE: 50ALE: 1/4" = I'-O" S-104mOO DATE: 09/09/22 16 OF 17 11" Fv �.. •�^ ;�.t'y{sill` "�'L�.� A' �`, Or �. CL a 0 Lu w Jcc Q 4-J N � O � O � � O >: O O O N z 0 CL •co Lr) c 2: x N o 4--� 0 omZ c N O cc Q a O W L --�-� U • - Cv 4-J m U Q '- LL (D 4" FRESH AIR VENT k J L THROUGH ROOF V Q I Q 3"1 I I I I I I I I - a I - 0 I o I � � I o • p I PROVIDE "ASESCO FP200 FR z I EXPANDING FOAM" (OR EQUAL) u I AT ALL PENETRATIONS IN FIRE Q N I RATED WALLS AND z FLOORS/CEILINGS. PRODUCT OU NOTE: CONFORMS TO ASTM E 814, Lu ALL PLUMBIN& ASTM E 54,AND UL 1479 10) WATER ATER SHALL CONFORM TO SUPPLY SYSTEM LOCAL PLUMBING CODE ------------ ———————————————— -- G.O. MASTER BATH FULL BATH LAUNDRY KITCHEN NOTE: MASTER BATH FULL BATH KITCHEN I I LEGEND LAUNDRY- _ -- _ --_-------- — _—_� ALL PLUMBING WORK I ____ HOT WATER —T—— ------ r 2 2 I SHALL CONFORM TO I —-1 SUPPLY ———1_ I I I LOCAL PLUMBING CODE I 1 v COL O 2 1 1 1 1 1 1 t 1 2 1 12„ GLEAN OUT I I 04 I ~ — _ SUPPDLY WATER I I I I I 1 I I 3 AS REQ'D IL I I I I I I I I I I N j I I i 2 j 2 i 2 I I S EXIST. F.A.I. TO I I I I I I I Q I S 1 PROVIDE "ABESCO FF200 FR REMAIN HIE � � � I EXPANDING FOAM" (OR EQUAL) N W I I Wim. I pI I �� V I '3 I I3 j I AT ALL PENETRATIONS IN FIRE Z 1 I- I 2.. W.G. =1 .v =1 .vI I� �I 13 �I I �I .V W.G. - _ �I I I- I- " I 15HOWER ISHOWER I- z I I v v :v �I =I Iv N Iv N 1 I RATED WALLS AND W I m - 1- - I- SHOWER - I SHOWER I .ry iv I FLOORS/CEILINGS. PRODUCT TUB WASHER DW DW n I •c\v n I c�—v ryl I_ �B Q'i �N c\vl �n � n I �� p� I CONFORMS TO ASTM E 814, - f—I I I ( I Iry i — —I I DW , I DW I ASTM E 8 AND UL 1479 V G.O. 3.. 2 2 2' 3" G.O. � -- � " ---�-------�-- - - �=-------� ---- --------- --•�----- ---�----- 4, A G.O. - -.._.. y._.._.. ._..-.._..-..ply_._ ------ .. y..-.._.._ _.._.._.._.._. .._.._.. 1 I � 4" CONNECT TO I 4" HOUSE EXIST. WATER I 1 MAIN DRAIN G.O. SUPPLY SYSTEM I TO PRIVATE IW— w 4" TO SEPTIC zI WELL Q I SYSTEM t -------- [6-.._. _..� w PROJECT: SANTIS W EXIST. —BOILER ADDITION FLUMI N R 15ER - DRAIN / NASTE / VENT PLUMB I NO RISER _ SUFFLY 465 BURGUNDY COURT ;B SOUTHOLD, NY 11971 SCALE: NTS SCALE: NTS DRAWING TITLE: PLUMBING RISER DIAGRAMS PAGE: P-101moo DATE: 09/09/22 17 OF 17 74,