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HomeMy WebLinkAbout52302-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 52302 Date: 09/26/2025 Permission is hereby granted to: Molly Brown 255 Founders Path Southold, NY 11971 To: Construct additions and alterations to existing single family dwelling as applied for. Premises Located at: 10575 Sound Ave, Mattituck, NY 11952 SCTM# 122.-1-4 Pursuant to application dated 08/19/2025 and approved by the Building Inspector. To expire on 09/26/2027. Contractors: Required Inspections: Fees: CO Single Family Dwelling-Addition /Alteration $100.00 Single Family Dwelling- Addition &Alteration $625.00 Total S725.00 Building Inspector r TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 ha s://www.southo[dLoNviltiv.aov Date Received APPLICATION FOR BUILDING PERMIT 9 For Office Use Only � ... PERMIT NO. Building Inspector: � ��•`i' PP y P 11C10 Applications and forms must be filled out in their entirety.Incomplete �p ci1 applications will;not be accepted. Where the Applicant is not the owner,an Iown of t Owner's Authorization form(Page 2)shall be completed. Date:08/14/25 OWNER(S)OF PROPERTY: Name:Molly and Jason Brown SCTM # 1000-122-01-04 Project Address: 10575 Old Sound Avenue, Mattituck Phone#:516-965-5946 Email:mollyrosel4l O@gmail.com Mailing Address: 10575 Old Sound Avenue, Mattituck CONTACT PERSON: Name:Brooke Epperson Mailing Address:PO Box 152, Mattituck, NY 11952 Phone#:631 603 9092 Email:bepperson@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address:PO Box 152, Mattituck, N.Y. 11952 Phone#:631 603 9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address:. Phone#: Email., DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure RAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $125,000 Will the lot be re-graded? ❑YesiiNo Will excess fill be removed from premises? RYes ❑No 1 m.,.. ..m PROPERTY INFOT ........... . ...., . ,�� wa .... ,.... rqw of i ni coly Singles Rtt �l �si tr �it U::tri d d qv; of f9m :1 erKj1C Family ReSidentiM i us:e d'istri II'n pW`rnikW:s 0 sVt%ti ,lt d.� re there any c "&F nanf and n IVY tiiuis ��r��pert ? � V ��, r�,r H tR °', �����.�VK0 (,C)Y ^�^� 119u�Nii�N umioi n��� 1 � . � :i; i m m!nm�` ��wu'Ru°lu V�v�i.II'aua iwl1R r~aa�4�aaiu4 aMarR � a�;� �`���� ,� r�'k^+r^ .. "��1 ,.. ���� �. mRRr��Gai tl u�rvwYb:�anw��aa�unrr ' a^ � i �`k'ih1hY fir»4 r��M" �b'11�,�".Tea 9�na�L"da �'� �',��Ma ^�am �a'uC�rrr���um N u uuummwr��,�� r� m lily ArVog how ( Wm a�'!� Rww°a *�w,*�nkkxw�M�� ro�"��,���a: �a�,aaaS � "�ork ATIA10014"f O I,t~ �i�rNtl�wwa°uv a �i uw R I o 11 a Ru 11vt r a,NUM„d wa�i,reRr,�r� awl RroanRlRw -rWA+ rf rw%VAAftk,1ns Sro 4n'oa'aA mak9'wa �xni In4. on%on 9 'l and Sri ur�i ai.^9µ9nm.y raowgm�^^a'D�vnrean R"'�4 rv�,�ww�n �xw n"�r�m+�aw I��m^w�Nwre��� � the New YoTk State Penal Law ati rtStobnItitted By(print name): -At/kV 4—U�_JC-0 R_Authorized Agent 00wmer of ' ant: Date: (711 -STATE OF YORK) t,X.t9TY O ANAP Architecture being duly sworn, deposes and says that (s)he is the applicant (game of individual signing contract) above named, (S g e is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this aptcation;that all statements contained in this application are true to the best of his/her knowledge and belief; and &iat the work will be performed in the manner set forth in the application file therewith. Swom G� before me this 1 I day of 2 Lary Public �J T RY G'UB 8 VATE OF NEW YC�RK l'� ( �'� 'l i i"wP11 E 1 I H—� 111' J , 10 ' n Registration f,9o.01 Auoo i 964 4 Quallfied m Suffolk County e`��� (Where the applicant is not the owner) Cruis � @atx+t:r —" - Molly Brown residing at 10575 Old Sound Avenue i Mattituck AMP Architecture do hereby authorize apply on my behalf to the Town of Southold Building Department for approval as described herein. 08/15/2025 r),jI �,ign ture Date Molly Brown Prim C)°I Name 2 CERTIFICATIONS HEREON SIGNIFY THAT THIS PLAT OF PROPERTY IS A TRUE AND CORRECT REPRESENTATION OF A RECENT SURVEY MADE UNDER MY DIRECTION IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON WHOM THE SURVEY WAS PREPARED AND ON THEIR BEHALF TO THE TT ANY. GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON. THIS CERnncATION IS ONLY FOR 111� LANDS DESCRIBED HEREON, ITS NOT A CERTIFICATION OF TITLE, ZONING, OR FREEDOM FROM ENCUMBRANCES. CERTIFICATIONS ARE NOT NOT TRANSFERABLE TO ADDITIONAL OR SUBSEQUENT OWNERS. I TAX LOT 2.5 I I F�m PIPE F , O.Lms N 76°18'50" E 82.50' END. FE FE CHAIN LINK FENCE 0.51S 0.1'S 2.1'E 0.6E 0 0 0 N N FE OA W 1� FE 2.3E FE 0.6E 1 TAX LOT TAX 3 LOT a Q 5.2 ?s~ 23' FE 0.9E w 7.5' 60 FRAME DECK SHED GATE FE 163' 0.9E o FE 2 STORY M O.L.E/W FRAME DWELLING w as -' 24.2' (� 0 1&3' 3.6' N N o0 R/O WOOD PORCH 0 _� 0 0 C ci a aF E 1400'=L- JLL PIPE R()`sV FND. PND. Wz t , . - ca Y S 76018'50" W 82.50' S AVE (OLD SOUND AVENUE) THE OFFSETS OR DIMENSIONS SHOWN FROM THE IMPROVEMENTS TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE, AND THEREFORE ARE NOT INTENDED TO BE USED AS A GUIDE IN THE ERECTION OF FENCES, WALLS, POOLS, PATIOS, BUILDINGS, ADDTKONS TO BUILDINGS OR ANY OTHER IMPROVEMENTS. SUBSURFACE AND ENVIORNMENTAL CONDITIONS NOT SHOWN. PROPERTY CORNER MARKERS WERE NOT SET AS A PART OF THIS SURVEY. EASEMENTS AND OR RIGHTS-OF-WAY OF RECORD, IF ANY. NOT SHOWN. PJM LAND SURVEYING, PLLC UNAUTHORIZED ALTERATION OR 132 CLYDE STREET/SUITE 16 ADDITION TO THIS SURVEY IS A WEST SAYVILLE, NY 11796 VIOLATION OF SECTION 7209 OF PHONE 631-563-0400 NEW YORK STATE EDUCATION LAW. FAX 631-563-5808 PJMSURVEYIN AOL.COM LOT:---- _ REVISIONS MAP OF:DESCRIBED PROPERTY REVISED 04/04/23 FILED: ---- NO: -=-- COUNTY: SUFFOLK SrrUATE:MA TOWN OF SOUTHOLD COPIES OF THIS SURVEY MAP NOT CERTIFIED TO: - ''NO.: 7404-016003 BEARING THE LAND SURVEYOR'S EMBOSSED SEAL AND SIGNATURE SHALL NOT BE CONSIDERED A TRUE MOLLY BROWN&JASON SCOTT AND VALID COPY FIDELITY NATIONAL TITLE INSURANCE COMPANY U.S.BANK,NATIONAL ASSOCIATION PROJECT NO.: 2023-73 IDATE: 04/032 DRAWN: CM CHECKED BY:PM SCALE: 1"=30' DISTRICT: 1000 SECTION: 122 BLOCK: 01 LOT(S): 04 5;-5-0 SITE PLAN HATCH KEY: PROPOSED BUILDING ADDITION NA ® PROPOSED ACCESSORY STRUCTURE QQ PROPOSED 2ND STORY 0 J m co Q +-� cm Lo o � APPROVED AS DOTED OCCUPANCY OR e� � CD DATE• •� �5-B.P..it ��23O.Q I : i 82.50' ,�s va USE IS UNLAWFUL _ _ 0 � z 0 ° i " •,-� ,•..,..a...`,.- - ..- -.,;.. ..t ,�;;+"'max -� • _ n ;.`'+ .�• ' � , N N76 1850E - 8Y: WITHOUT CERTIFICA E � ""` • ® � r�® PROJECT LOCATION NOTIFY BUILDING DEPARTMENTAT �h.�• "" � >;•�;'�Y -s .:�-'�• �, ' :Ta a ,, � � b^� fir.; 'F �a��. . i; , ` ;^ �,� &SCOPE � x D C\j p \\ 631-765-18Q2 8AM TO 4PM FOR THE 'y ���•�_., -a r •; _�:"�; # m 4- EX. CHAIN LINK I� OCCUPANCY �'` `!?�y r +` J' y , ;�:*< ° SITE PLAN A �., p �t FOLLOWING INSPECTIONS: O t_ 0 . , :� t .� ;i:.�' .. ,�;'" y _ ='�... Y _ �. fit' & ZONING DATA 0 FENCE I� ,., •-i ... '- i �,�..L �. •r � rt".•-• r i a--' d N 1. FOUNDATION-TWO REQUIRED 'T<r` . � ''+.' ;;, �, t ,. _ .? �. t ;•�•»}' .� ,.y• ': � ' " ' t" '�' N d cc I.f) c�v FOR POURED CONCRETE .-t. �.�,. � t ...,�� :?'�.fr�,' A4 �; 1 % ;'j,' r. ����'' Q 0 L O 2. ROUGH-FRAMINGPLUMBING 3. INSULATION . �'� , . 'i :'. . .l.,.x � a";., •- ,►x,�, :•:'�. . ,' :J GENERAL NOTES ENERGY TABLE 4. FINAL-CONSTRUCTION MUST COMPLY WITH ALL CODES OF ` = ` ` '„ }'`' ��'` �• ''' "`" " BE COMPLETE FOR C.O. j' :r V` \ N YORK STATE&TOWN CODES _ :` t'= �'. �`" ' .� "M;�•+,� `, ��;�;:; rt `� � STRUCTURAL DESIGN CHARTS QD ALL CONSTRUCTION SHALL MEET THE AS ,` .' ;., -. .�„ x';1 , ; '.; , , :, -,. �. `�==' ;«: -.,d - - - •.�� t' REQUIREMENTS OF THE CODES F REQUIRED ND CONDITIONS OF �+�,_, �. ,rr.._t ;• ,. �;; ,• .,� + , • ". ' ;..->?'3" �:'r ; '"`` ONEW c �- }'•.l'' •��1t ." il!M+► .? ;Y •-c^:. .� ,.. • s+ `,',' -I'1�! YORK STATE. NOT RESPONSIBLE FOR SOUTHOLOTOUMMA �'f M: ��� `i ; �` -, `"� .`'i,p� .,, T;: ;: '. C-00�.00 HOLDOWN, ANCHOR BOLT, o DESIGN OR CONSTRUCTON ERRORS SOUTHOW TOI<"!N PLANNING BOAR{) `; =� `'`• y"{:-"?_"` `;' _ =;;: r• ;: " '` `' �" r.�, s.: ,Z + ,`�� , STRAPPING, & NAILING DETAILS EX. STOCKADE SOUTNOLOTOt"!NTRUSTEES • ... ; �;- ...;,-4 , 'u`t "F,.+�' "• ; ' "r s�1 "tF • Y .v,;e^,1 a. �:? �; r. -I-� 0 FENCE I N.Y.S.DEC ',�:�; '• ):�.;.t� + `�" ' " , . " r- •,_ :�=' 't ' r: ,,Y'�, •:aR � `+ ' FASTENING SCHEDULE C 1/ •- ��)/� „ape , yam"ol qy7 4 1�.1 y ' ti• r 1 f ? d FRAMING GRAPHICS SOMOL1Jr- .,." r1 yy ' r'(Y"`* `' •✓ ~ � 4 tin "•' ,�1� r '+r``• ,, 1 : - , iy'ra r `!.'" .<.%„ ^�,, ♦` _ {r. K?�t- '•. •�.'�'.` Y��e1 . Ln• TRUSS PLACARDING REQUIRED SCHO ; ' " "a _ -- '' " ' ".':; •�',•1.�,-'� ,_;.; .:• ."-�� y:�• CONNECTION PATTERNS � �� - BEAM CONNE T `.:, 4_j m 50' AR YARD SETBACK I - "' . v `" ;-.'� ;-,; ` :� < � , '.. _<{'-;dam "'``�; � *ce FIREBLOCKING DETAILS • RETAIN STORM WATER RUNOFF - ' , r ►� ,.'P:� ' � ` �: '''� ;1 ; PROPOSED DEMOLITION PLANS PURSUANT TO CHAPTER 236 OF THE TOWN CODE. ��,. _�,�. L .��:;', ,';.. \ _ .`'. .. .�._.._ .,. �- �r. :- .__ L ter,: 's cn CD QLOCATION MAP �- � �� ,00 PROPOSED FOUNDATION PLAN � SCALE: NTS Q PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE PLUMBING ING WASTE CERTIFICATE OF OCCUPANCY &L WATER BLINES NEED - sJ,®® PROPOSED FIRST FLOOR PLAN SOLDER USED 1N WATER TESTING BEFORE COVERING F O�E S UPP LYSYSTEM CANNOT EXCEED 2/10 OF 1°/I L F/', I STOR`I' ADDITION WITH FULL 5ATHROOM FULL BASEMENT W/ - � 0 ,00 PROPOSED SECOND FLOOR PLAN EORESS WINDOW. EX. STOCKADE FENCE FRO.J E� DATA : A-2 01 ,O0 PROPOSED EXTERIOR ELEVATIONS PROJECT / ZONING DATA TAX MAP # 1000-122-01-04 A-50 � .O® BUILDING SECTIONS ( I m PLUMBING RISER DIAGRAMS to w ZONING DISTRICT R40 NON-CONFORMING FENGE� I LOT AREA O 5 ACRE DESIGN DETAILS EXIST. A-401 .00 DESIGN DETAILS INOROUND w I GofO - DWELLING #Z-510-7a; 05/05/2005 I I SWIMMING Ll m POOL i O GofO - REAR WOOD DECK #Z-51066; 0'1/26/2005 I cv GofO - INGROUND SWIMMING #55765; 06/21/2012 11 I I I POOL FLOOR AREAS PER SOUTHOLD TOWN GORE Z 23 rG 10, ACCE550 Y EXISTING EXISTING w Y SETBA K CONDITIONED OR055 0 I d 1 I I AREA AREA v �o I � z EXIST. SHED TO FIRST FLOOR AREA 646 S.F. 744 S.F. Q fA BE RELOCATED 10.0' Q X I TO 10' SETBACK I SECOND FLOOR AREA 436 S.F. 481 S.F. � O AREA TOTALS 1,082 S.F. 1,225 S.F. w m SOUTHOLD TOWN CODE 280-207 (A)(1) a PROPOSED PROPOSED CONDITIONED OROSS LOT SIZE / AREA IN ALLOWABLE TOTAL EXIST. WD. I I AREA AREA EXCESS of 20,000 21,77q.0 S.F. I,77q.o S.F. OFA OFA PROJECT: DECK FIRST FLOOR AREA 1,001 S.F. Ip88 S.F. (0) LOTS CONTAINING UP 4,350 S.F. G EXIST. OUTDOOR TO 50,000 S.F. MAX. BROWN SHOWER ( SECOND FLOOR AREA 436 S.F. 481 S.F. ALLOWABLE S.F. / PLUS--1 . 10% OF EXCESS LOT AREA 5,550.0 S.F. 177.q S.F. 5,527.Q S.F. 1,56q.0 S.F. ADDITION IAREA TOTALS 1,457 S.F. 1,56q S.F. OVER 20,000 APPROX. LOGATIONJ '\, OF EXISTING SEPTIC I u, EX. STOCKADE LOT COVERAGE 10575 OLD SOUND AVENUE O FENCE EXIST. SOUTHOLD TOWN CODE 250-124 (B) MATTITUCK N.Y. 11952 15.4' DWELLING I I go LOT ' 242' DESGRIPTION (FOOTPRINT) AREA COVERAGE /%PROP. I STORY / DRAWING TITLE: %ADDITION TOTAL LOT AREA 21,77q.0 S.F. i I PROJECT LOCATION &SCOPE PROP. j �m/6•8' EXISTING DWELLING 744.0 S.F. 5.49� EGRESS 14.2'/cV _ EXIST. GOV. � SITE PLAN &ZONING DATA WELL PORCH T 40' FRONT EX15TINO REAR WOOD DECK 405.0 S.F. 1.1% 24b' YARD SETBACK EXISTING FRONT COVERED 184.0 S.F. 0.5% PORCH EXISTING INOROUND SWIMMING 445.0 S.F. 2.0% PAGE: POOL EXISTING FRAME SHED 85.0 S.F. 0.4JY m PROPOSED DWELLING ADDITION 544.0 S.F. 1.6� G-001m00 f`I O 4 �t TOT/,L AREA OF ALL STRUCTURES 2,207.0 S.F. 10.190 I EXIST. ,lam p DRIVEWAY O STONE MAXIMUM LOT COVERAGE ALLOWED: 20% DATE: 08/14/25 1 OF 11 O O 131 I ZONING REGULATIONS MAIN BUILDING IJ r� fj z - - SITE LAYOUT NOTES: I - - - - - I. THIS IS AN ARCHITECT'S SITE PLAN Is SOUTHOLD TOWN CODE 280-124 (B) ..- 82.50' AUG S76°18'S0"W SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION REPRESENTED ON THIS SITE PLAN 15 TO THE EXIST. PROP. COMPLIES O L D NO O U I`� D Y I`4 U ARCHITECT'S BEST OF KNOWLEDGE.2. SURVEY INFORMATION WAS OBTAINED MIN. FRONT YARD 40.0 35.4 35.4 (EXISTING) FROM A SURVEY DATED 04/05/2025 AND MIN. BIDE YARD 15.0' 24.2' 15.4' YES 1 PREPARED BY: PJM LAND SURVEYING, PLLG MIN. COMBINED 55.0' 56.1' 5q.6' YES 152 GLYDE STREET / SUITE I6 51DE YARDS WEST SAYVILLE, N.Y. 117a6 MIN. REAR YARD 50.0' 185.1' 185.1' YES SITE FLAN MAXIMUM HEIGHT 55, 27.7' 27.7' YES SCALE: I" = 15'-O" * FROP05ED WORK DOES NOT INCREASE NON-CONFORMING YARD SETBACK ' I JJ�� aa�j \ / /� I I NOTES $ Si�EG 1 F I f,AT1 ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY l" B5 E Y I AT I O I�lS IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED 1. ALL LUMBER SHALL BE DOUGLA5 FIR LARCH #2 d BETTER (Fb = 675) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT APPLIES TO THE NEW OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY WORK BEING PERFORMED AND SHALL COORDINATE THE 5UB-CONTRACTOR5 IN SUCH A MANNER TO TOGETHER AT ALL TIMES. , 15 DE THE FAMILIARIZED K-114 RESPONSIBILITY TO READ ALL NOTES, PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAYING A55URE THAT THE CONDITIONS OF THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BD. BOARD INSUL. INSULATION SPEGIFIGATIONS,AND BE FAMILIARIZED WIT71 THE PLANS PRIOR TO WORK BFE BASE FLOOD ELEVATION INT. INTERIOR a 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED Q &" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN, UNDISTURBED 501E GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE BLDG. BUILDING K KIPS (1000 LBS) 6ENERRAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT 3. 501L TO HAVE MIN. BEARING CAPACITY OF (1) TON/5Q. FT., U.O.N. � 1. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD BM BEAM MANU. SPEG.'s MANUFACT)RER'S SPECIFICATIONS LLJ APPLICABLE BUILDING DEPARTMENT. IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCILS HOOD FRAME CONSTRUCTION MANUAL AND THIS IFS FORMAT, AS 4. FOOTIN05 TO REST A MIN. OF 4'-O" BELOW GRADE,UNLESS _J co 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). OTHERWISE NOTED B.O. BOTTOM OF MAX. MAXIMUM ALL DIMENSIONS,CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING `I• AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY "TEGO" OR Q 4- (\J STRUGTURE/5ITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER,GLUED LAMINATED TIMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS,U.O.N. BOT. BOTTOM MEGH. MECHANICAL -� C r- PREFABRICATED WOOD I-JOISTS,STRUCTURAL COMPOSITE LUMBER, _ m 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS B.O.W. BOTTOM OF WALL MIN. MINIMUM O FLOORS,ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING UNTIL I TIER OF FRAMING IS IN PLACE. AND AUTHORITIES HAVING JURISDICTION. - - � RULES SPECIFIED IN Lf THROUGH 1.5. G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF 1a88 +-+ >. C9 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, 7. FOOTINGS TO BE POURED CONCRETE O 51ZE SHOWN ON DRAWINGS. L •- 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY Z O OF THE OWNER/BUILDER U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, COL. COLUMN 11 NYG BG NEW YORK CITY BUILDING CODE O CV INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED &. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED '- L0 � 'f. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY SOLID WITH CONCRETE. - 5. ANY OMISSIONS OR DISCREPANCIES OF FLANS AND/OR JOB CONDITIONS CONT. CONTINUOUS O.G. ON CENTER � SHALL BE CLARIFIED WITH THE ARGHITECT/ENCINE:ER BEFORE PROCEEDING WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM,SUCH AS THE 0 X 0 (\J WITH THE WORK. 5. MIN. HEADER TO BE (2) 2"xl0" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE cl. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-005. 0 .4.� 6RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR DBL. DOUBLE OGG. OGGUPANGY 0 0 m .F (D 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE `I• ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DFE DESIGN FLOOD ELEVATION O.H. OVERHANG CVO L0 UNLESS APPROVED BY THE ARCHITECVEN6INEER. F.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE FS20-1111. DAYS OF 4,000 P.S.I.,U.O.N. 11 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING 50HEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET 11. GONG. SLABS TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH DIM. DIMENSION PBFE PRELIMINARY BASE FLOOD ELEVATION Q CL � (5BEFORE THE TSTART OFRFRAMIh16NSIONS OF FOUNDATION WITH FLOOR PLANS ON PACE 6-005. GENERALLY,SHEATHING 15 OF 1/2" THICKNESS ON WALL5 AND THE PROVISIONS OF AN51/ALTO A 190.1 STRUCTURAL GLUED LAMINATED 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER D.J. DECK JOISTS P1. . GONG. POURED CONCRETE ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL GORES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. PL. PLATE APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USINGEA. EACH PREFABRICATED ^ ` WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM D5055 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - ELEV. ELEVATION PLYWOOD 4. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE W PLYWD. II. SUB FLOORING, GENERALLY, TO BE OF 3/4 THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING (I) WALL TIE PER (3) SQ. FT. 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PAGE 0-005 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS EQUIP. EQUIPMENT P.T. PRESSURE TREATED L GERT. OF OCCUPANCY OR COMPLETION AND U.L.APPROVAL DOCUMENT, THE 60VEiRNING BUILDING CODE AND ANY ADDITIONAL 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, GERTIFIGATES, 12. EXTERIOR SHEATHING TO BE COVERED WITH DOCUMENT, HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S GORE MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. II. THESE SET OF DRAWINGS ARE THE PROPEERTY OF ANTHONY PORTILLO,RA APPROVED EQUAL. EVALUATION REPORT. EXIST. EXISTING REQ'D REQUIRED AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. APPLY GOAT " TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXTERIOR Ri RISER 4--JPERMISSION FROM THE ARCHITECT. 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES FROM FOOTI 2 NG TO 2 ABOVE FINISH GRADE. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. U51NO STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF F.A.I. FRESH AIR INTAKE RM. ROOM - 12. THE ARCHITECT 15 NOT RETAINED FOR 511PERVISION OF THE WORK AND 15 A5TM P5456 STANDARD SPECIFICATION FOR EVALUATION OF 16. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES OF 40°F AND 14. PROVIDE 'X' CROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THI5 DOCUMEN, THE FALLING, UNLESS APPROVED BY ARCHITECT/ENGINEER. NO CONCRETE SHALL BE PLACED ON n RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED ,V-0" AND AT EVERY 5'-O". GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS AS FROZEN SURFACES. FAR FLOOR AREA RATIO R.R. ROOF RAFTER W (�'� 13. THE CONTRACTOR SHALL OBTAIN or OF OGGUPANCY. SET FORTH IN THE MANUFACTURER'S GORE EVALUATION REPORT. F.A.V. FRESH AIR VENT STL. � STEEL 4-J W 15. TOP PLATES TO BE DOUBLED AND LAPPED AT GORNER5,5EE AL50 PACE I-1. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY ARCHITECT/ENGINEER. 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 6-004. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED ■ �. TIMES. AT THE COMPLETION OF WORK,THE CONTRACTOR SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT,THE I8. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND WHERE EVER FF FINISHED FLOOR S.V. SMART VENT RUBBISH, WASTE MATERIALS,TOOLS, ETC.,GLEAN GLASS AND LEAVE WORK 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS APPLICABLE. BROOM GLEAN. NECESSARY. SET FORTH IN AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE FF ELEV. FIRST FLOOR ELEVATION 11 TBD TO BE DETERMINED CONNECTED WOOD TRUSS CONSTRUCTION,THE TRUSS DESIGN DRAWINGS, IQ. UNLE55 OTHERWISE INDICATED,ALL FOUNDATION FOOTIN65 ARE TO BE A MIN. 10 DEEP r , 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 1-f. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-005. OR THE MANUFACTURER'S CODE EVALUATION REPORT. PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. PROVIDE TWO #4 DEFORMED BARS F.J. FLOOR JOISTS TEMP GL. TEMPERED GLASS V LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES CONTINUOUS IN THE FOOTING.ALL 4" THICK CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE FOUND. FOUNDATION THK. THICK AND ORDINANCES. 15. AT WET WALL PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GORE. 1.6. GYPSUM: 6YP5UM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL REINFORCING. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF A5TM 036 SPECIFICATION FOR GYPSUM 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A I6" 51FAN. WALLBOARD, ASTM G31 SPECIFICATION FOR 6YP5UM LATH, OR ASTM 0T9 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED AS IN SOLID b FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION T.O.W. TOP OF WALL < -' ^ THE 5UB-CONTRAGTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR GYPSUM SHEATHING BOARD. SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 5" DEEP 4 V-O" BELOW GRADE. t/ COMPLETION OF PROJECT. IQ. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING FR. FRAME Tr TREAD AS AS PER PAGE 6-005. I.'i. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL W I'T. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF AN51/AHA AI35.4 BASIC HARDBOARD OF FRPR. FIREPROOF TYP. TYPICAL unQ 20. "P.T." SPECIFIES PRE55URE PRE5ERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD 51DING. 6LAS5 WINDOWS AND DOORS A&AINS ALL CI AIMSEER, AND THEIR AGENTS AND EMPLOYEES FROM AND ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD I. ALL GLA55 TO BE INSULATED LOW-E, UNLE55 OTHERWISE SPECIFIED. FTC. FOOTING U.O.N. UNLESS OTHERWISE NOTED AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.5 STRUCTURAL PANELS: _? ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER CLEARANCES ARE METAL BY REPEATED BRUSHING,DIPPING, OR SOAKING UNTIL THE WOOD GYP. BD. GYPSUM BOARD VERT. � VERTICAL 15 ATTRIBUTABLE TO BODILY INJURY,51GKNIESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO,FOR HARDWARE USED WITH P.T. LUMBER, I.W. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL PROVIDED. INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROV1510N5 OF U.S. DEPARTMENT OF COMMERCE H.D. HOLD DOWN V.I.F. I VERIFY IN FIELD MANUFACTURER SUCH AS: HANGERS,NAfL5, 5GREW5, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND 3. ALL SLIDING 6LAS5 DOORS,SKYLI6HT5, AND ANY CLASS UNIT INSTALLED WITHIN IS" C - I < ITSELF INGLUDIN6 THE L055 OR USE RESULT'IN6 THEREFROM). (B) 15 CAUSED IN ETC. FOR LOCATIONS SUCH A5: LEDGER BD.,SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY FINISHED FLOOR SHALL BE OF INSULATED TEMPERED CLASS, UNLE55 OTHERWISE NOTED. HDR HEADER w/ WITH WHOLE C IN PART U ANY R C TOR, ANYONE ACTOR OMISSION OF THE ETC,. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE GORE 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S {-1NC�R HANGER ND. �OOD BELOYEDLIABLE E ANY OF THEM, H ANYONE FOR WHOSE ACTS ANY R THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. SPECIFICATIONS. _ BE LIABLE REGARDLESS OF WHETHER OR NOT IT IS CAUSED IN PART BY A A. WEYERHAEUSER TRUS JOIST 2.OE MIGROLLAM LVL HOR. HORIZONTAL ZR ZONING RESOLUTION PARTY INDEMNIFIED HEREUNDER. B. GEOR6IA PACIFIC 2.OE G-P LAM LVL 1.5.2. ORIENTED-STRAND BOARD (056), WAFERBOARD ORIENTED-STRAND 5. ALL WINDOWS TO BE CAULKED AND SEALED A5 PER NEW PORK STATE ENERGY CONSERVATION PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET CONSTRUCTION GORE. I8. ALL MATERIALS, ASSEMBLIES, AND ME TFIOD OF GON5TRUGTION INGLUDIN6 A. WEYERHAEUSER TRUS JOIST 2.2E PARALLAM PSL THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLA55 DOORS, WINDOWS, OR ANY OTHER TYPE /�I I �/� �I ALL TO BE INSTALLED AS PER MANU. SPEG.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT � INSULATION $ FENESTRATION R E`�C l� I R E I - I�I V�T S OF CONCRETE, ETC. ARE TO BE CAREFULLY' SUPERVISED BY THE CONTRACTOR STANDARD FOR WOOD (P52) STRUCTURAL- USE PANELS PR OF GLA55 UNIT WHEN WITHIN 6' OF AN EXTERIOR SURFACE. TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, 22 I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAKINC75 FRAMING MATERIAL STANDARDS SECTION,THE GOVERNING BUILDING APPLICABLE GODS EVALUATION REPORTS.CODE, -1. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL SCREENS AND AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. - AUTHORIZATION OF THE ARCHITECT/ENGINEER. CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY 8. ALL GLASS IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS SHOULD BE IQ. THE CONTRACTOR SHALL BE R.ESPONSIBI...E FOR ANY SHOP DRAWINGS 'S REQUIREMENTS AS SET FORTH IN THE MANUFACTURER CODE PROPOSED DES 1 C N CODE PRESGRI PT 1\/E VALUE $ CUARANTE:ED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID 5AWN RAFTERS SHALL EVALUATION REPORT. COMPONENT COMPLIES PERTAINING ARE TO BE FIELD VERIFIED. NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE 9. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH ANOTHER WINDOW VALUE CITATION (PER 2020 NYSECCC) OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL lb.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT THE I 11 RAFTER DEPTH. WHERE NOTCHES ARE MADE AT 5UPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AI44.1 CELLULOSIC HHI CONTRACTOR TCH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER.REMOVE 8 RELOCATE` AS REQUIRED ALL EXISTING WORK GHARACTERI5TIC5 OF THE WINDOW MATCH THE CHARACTERISTICS OF THE ANDERSEN WINDOW -- EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM G208 STANDARD SPECIFICATION FOR WHI IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER SPECIFIED. THE CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE,DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. U-VALUE = 0.25 MAX. U-VALUE = 0.52 HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM ED6E5. ROUGH OPENING, U-FACTOR, LIGHT AREA,VENT AREA, AND EORE55 REQUIREMENTS. FENESTRATION U-VALUE MAX. AIR LEAKAGE = 0.50 GFM/SF YES 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN AIR LEAKAGE = 0.30 GFM/SF PER R402.4.3 $ TABLE R402.1.4 - CLIMATE ZONE 4 SPEGIFIGATIONS, UNLESS NOTED OTHERWISE. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.5. 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE TEMPERED GLA55. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I 22. PROVIDE FIREBLOCKIN6 AS PER NEW YORK AGGESSIBILITY STANDARDS. H. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED OPENING R-49 SPRAY FOAM INSULATION MIN. R-VALUE = 49 THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- I), THE GOVERNING BUILDING GODS, AND ANY ADDITIONAL PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1946 AND CEILING R-VALUE YES HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION " THICK (R='1/INCH) PER TABLE R402.1.2 - CLIMATE ZONE 4 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY OF THE HOLE SHALL NOT BE CLOSER THAN 5/8 TO THE EDGE OF THE STUD. REPORTS. A5TM E188Be-,6 AS MODIFIED BY 2020 NY5 B SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GRO55-SECTION. PROTECTION SHALL MEET THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD COPYRIGHT PROTECTION ACT OF 1a40 (AWC:PA), WHICH HAS SEVERE PENALTIES. OR AN51/DASMA 115. EXTERIOR (2"xb") WOOD 2" THICK SPRAY FOAM INSULATION MIN. R-VALUE = 20 (CAVITY) 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE 22. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL FRAME WALL R-VALUE (R=?/INCH) W/ R-II GATT INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 YES CONFORM TO THE STANDARDS SPECIFIED IN M 22.1 THROUGH M 22.'1. 12. AS AN ALTERNATIVE TO NOTE#11 ABOVE, WOOD STRUCTURAL PANELS WITH A THICKNESS OF GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL NOTES, AND TABLES ON PAGE 6-003 $ 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN5I/A5ME B 18.2.1 SQUARE AND NOT LESS THAN a" AND A SPAN OF NOT MORE THAN 5' SHALL BE PERMITTED AS 6LAZINC N CONSTRUCTION;55TV 10-g4l AND 2015 SBC HIIGH WIND EDITION WOOD FRAME SPECIFIES THE REQ D NAILING FOR THE SHEATHING (ANY NAILING PROTECTION. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE R-50 BATT INSULATION W/ SPRAY MIN R-VALUE = la P CONSTRUCTION HEX BOLTS AND SCREWS (INCH SERIES). OPENING. PANELS SHALL BE PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE FLOOR R-VALUE FOAM AT RIM PER TABLE R402.1.2 - CLIMATE ZONE 4 YES w SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING 1. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG SCREWS: LA6 SCREWS OR LA6 BOLTS SHALL COMPLY WITH AN51/ PROVIDED AS PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE IR301.2.1.2. 2 FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. SPEG.'s). ATTACHMENT HARDWARE SHALL BE PERMANENT CORROSION-RESISTANT AND THE ANCHORS 2 A5ME BI82.1 SQUARE AND HEX BOLTS AND 5CREWS (INCH 5ERIE5). SHALL BE PERMANENTLY INSTALLED ON THE BUILDING. COMPLIANCE STATEMENT: 0 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN 0 INCLUDED IN THE STANDARD BUILDING GORE, SECTION 2306 OF IBC SHALL 22.3. TRUSS METAL CONNECTOR PLATES: TRU55 METAL CONNECTOR PLATES COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 ERE]. > 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN L BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. WOOD P05TIN5 TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, m TREATED WOOD $ FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS PLUMBING 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED WALL w/STEEL SHIMS a A MIN. 3/4" OF NON-5HRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT(DWV) SYSTEMS TO TABLE RHO I.-T DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL SECURE w/(2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® NY5 PLUMBING CODE AND NYS DEC REGULATIONS. CLIMATIC 4 GEOGRAPHIC DESIGN GRIT1RIA di AREA5 SHALL BE STAINLESS STEEL OR HOT DIPPED 6ALVANIZED. EXIST. WALLS 8 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 22.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND 2 PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS a POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. W' 6AO,E ARE SPECIFIED, MINIMUM ASTM A653,STRUCTURAL QUALITY, . . p 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL WIDE 3 COURSES OF 50LID BRICK MASONRY CENTERED ® POSTING, U.O.N). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL SHEATHING AND SIDING,FRAMING ANGH��RS OR CONNECTORS SHALL BE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GORE AND ANY 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION AND AT BASE OF GROUND SNOW LOAD 25 LBS PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUD5 HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE VERTICAL WASTE PIPES. ALLOWABLE AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. IN A 5HEARWALL,ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS STRUCTURAL MEMBER BASK WIND SPEED l28 MPH PROJECT: STANDARD 5HEARWALL HARDWARE (w/ NOTED VALUES) d ANCHOR BOLTS, CODE EVALUATION REPORTS. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 115" PER FOOT. DEFLECTION 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 5v LONG 225 NAILS: NAILS SHALL COMPLY WITH ASTM F 166'1 STANDARD RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE` CATEGORY B RAFTERS EXCEPT WHERE COLLAR TIES OF 1"xb" OR 2"x4" LUMBER IS w/b" R15E 8 w/(2) 5/4"O BOLTS THROUGH CENTER LINE OF VERTICAL LEG SPEGIFIGATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES.LEGS SPECIFICATION GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: L/f80 BROWN LOCATED IN UPPER THIRD OF ATTIC 5PAGE AND ATTACH TO EACH PAIR OF SET 6„ DIST.,U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 0-003. - DI5H WASHER........................................2" W/ NO FINISHED CEILING ATTACHED TO RAFTERS RAFTERS. 22.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES - KITCHEN SINK........................................2" SEISMIC DESIGN CATEGORY B ADDITION SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE - LAVATORY.............................................2" INTERIOR WALLS 4 PARTITIONS H1160 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE - 5HOWER/TUB•••••••••••••••••,••••••••••••••••••••••••2" WEATHERING SEVERE MANUFACTURER'S CODE EVALUATION REPORTS. - TOILET........................................................3" '1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 4&" AND EVERY - LAUNDRY ................................................2" FLOORS $ PLASTERED CEILINGS L/3(00 FROST LINE DEPTH 31-O" 16" WITHIN 4' OF EXTERIOR CORNERS. ASPHALT ROOFING SHINGLES 2.2.1. SCREWS: SCREWS SHALL COMPLY WITH AN51/A5ME B I8.b.1 - FLOOR DRAIN..........................................3" 1. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLASS-A ASPHALT ROOFIN6 WOODSGREWS (INCH SERIES). &. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED SHINGLES OR APPROVED EQUAL. b. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" THROUGH ROOF. ALL OTHER STRUCTURAL MEMBERS L✓240 TERMITE MODERATE TO HEAVY0575 OLD SOUND AVENUE TO THE FOUNDATION WITH ANCHOR BOL775 HAYING A MIN. BOLT DIAMETER MATTITUCK N.Y. 11952 OF J" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 2. 5HINGLES SHALL BE APPLIED OVER 15# BUILDING FELT,UNLESS OTHERWISE '1. PROVIDE FROST-PROOF HOSE BI55 WITH EASILY ACCESSIBLE DRAIN d DRAIN GOOKS AS EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/3b0 PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE REOV. HOSE BIBS SHALL BE PROVIDED WITH BAGKFLOW PROTECTION. ICE BARRIER REQUIRED YES BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 1" IN GONGRETE/MA50NRY AND WATER BARRIER FROM EDGE O EAVE TO 24" INSIDE EXTERIOR WALL MECHANICAL CONNECTIONS: EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR GORNER5 LINE. 4 24 FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. 8. WASTE FROM CLOTHES WA5HER5 AND LAUNDRY TUBS ARE TO BE PROVIDED WITH BACK FLOW DRAWING TITLE: AND AT SPACING NOT EXCEEDING 4' Ohl CENTER. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS 'SIMPSON" MAY BE PROTECTION. 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 GENERAL NOTES CONSTRUCTION. a. THE WATER SUPPLY AND 5AN17ARY SYSTEM SHALL COMPLY WITH LOCAL HEALTH DEPARTMENT CODES AND REFERENCE STANDARD: 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED STANDARDS AND REGULATIONS. ENERGY TABLE I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S BY 'SIMPSON" MANUFACTURER. STATE 13UILDINO CODE, 2020 NEW YORK 577ATE RESIDENTIAL CODE, 2020 SPECIFICATIONS. 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR TO CONGEALMENT STRUCTURAL DESIGN CHARTS NEW YORK STATE PROPERTY MAINTENANCE: CODE, AND 2020 NEW YORK 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES OF PLUMBING. STATE ENERGY CONSERVATION CONSTRUCTION CODE. 5. NAILING OF ROOFING SHALL BE TO CODE. INDICATED IN 'SIMPSON" PRODUCT LITERATURE. THERE MAY BE: SEVERAL LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY 11. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. NO NOTCHING STRUCTURAL DESION LOADS 2. REFERENCE STANDARD USED FOR ALL NJOOD FRAMING, CONNECTIONS OF b. CORRO5ION RE515TANT fl GAGE ROOFING NAILS AND I6 GAGE STAPLES ARE LOADING VALUES ARE LE55 THAN WHAT 15 SPECIFIED BY "SIMF5ON" AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED NOR ANY POTENTIAL DAMAGE WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME PERMITTED THEREOF. PAGE: CONSTRUCTION MANUAL BY THE AMERIGAN FOREST $ PAPER ASSOCIATION 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED USE LIVE LOAD DEAD LOAD (AFSPA) AMERIGAN WOOD COUNCIL (ANC). 'i. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR 12. PER NYS PG 425.4, A 4 x3 CLOSET BEND SHALL BE AN ACCEPTABLE WATER CLOSET 2:12 PITCHES TO 4:12 PITCHES 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER CONNECTION. WHERE A 3" BEND 15 UTILIZED, A 4"x3" FLANGE SHALL BE INSTALLED TO RECEIVE 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE: MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. THE FIXTURE HORN. EXTERIOR BALCONIES 40 psf 15 psfG-OO2mOO PLUMBING GORE. 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF THE SEALANT TO UPLIFT FORGES USING ASTM D 6351. 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER DECKS 40 psf 15 sf 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE SPECIFICATIONS OF THE PRODUCT BEING INSTALLED ELECTRICAL: P P MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS GODS. I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM 1. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY TO 201-1 NATIONAL ELECTRIC CODE, NFPA 70 AND 2020 NEW YORK STATE ENERGY PA551ENOER VEHICLE GARAGE5 50 psf AS PER PLAN 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC ARCHITECT CONSERVATION CONSTRUCTION CODE. DATE: 08 14 25 CODE, NFPA-10 AND 2020 NEW YORK STATE ENERGY CONSERVATION UNINHABITABLE ATTICS WITHOUT 5TORAGE 2 OF 11 CONSTRUCTION CODE. GYPSUM WALL BOARD &. ALL CONNECTORS SPECIFIED AS A 'SIMPSON" TOP MOUNTED BEAM 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON (MAX CLEAR HOT< 42"9 10 psf IS psf I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED COMPLETION OF WORK. COMPOUND METHOD. UNINHABITABLE ATTICS WITH STORAGE BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. 20 psf 15 psf 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA'12: (MAX CLEAR HOT > 42") , INSULATION 2. ALL GYPSUM BOARD SHALL BE f/2" ON WALLS AND CEILING, UNLESS - GENERALLY,VERIFY OR PROVIDE HARD WIRED HABITABLE ATTICS d , _ OTHERWISE NOTED. WATER RESISTANT (W.R) AT BATHROOMS AND WHERE 30 psf 15 sf 1. I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED DEEMED APPLICABLE. SMOKE DETECTORS w/EATTERY BACK-UP IN: ATTICS SERVED BY FIXED STAIRS p P FIBER BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. 11 r>. ,;',`+ ,_11 � FOIL TO BE PLACED TOWARD WARM SIDE. 51TE WORK A. EACH 5LEEPIN6 ROOM ROOMS OTHER THAN 5LEEPING ROOMS 40 psf 15 psf 3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON GEILIN6 AND WALLS I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR rI. `5 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET B. OUTSIDE OF EACH SEPARATE 5LEEPIN6 I ` �A AREA IN THE IMMEDIATE VICINITY OF SLEEPING ROOMS 30 sf 15 psf c <<• WALLS FROM b" BELOW GRADE TO 24" BEL.OW GRADE IF DESIRF>7 BY IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, p p p, ac EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL RECEIVE CLARIFICATION FROM ARCHITECT/ENGINEER PRIOR TO PROCEEDING. i ' Y` (I " CONTRACTOR OR OWNER. CARE SHOULD BE: TAKEN NOT TO DAMAGE THE BEDROOMS(6ENERA_LY THE HALLWAY) � c I, CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. STAIRS 40 sf 15 psf _ /,`."' FOUNDATION WATERPROOFING. p p \ ,,., - 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. G. EVERY LEVEL OF DWELLING -•.4 ,,y :«` :-`� 3. GENERALLY,UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: 4. FIN15H JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING (BASEMENT, FIRST FLOOR, d SECOND FLOOR, ETC) GUARDRAILS AND HANDRAILS 200 psf 15 sf f "',[.a Y Y d 9" R-30 FOR FLAT GE:ILINGS TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS SITE. STOCKPILE ALL EXCAVATED MATERIALS. P p "- ,f -��,Z. °�-, - 825" R-30G FOR VAULTED AND CATHEDRAL CEILINGS TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. - 3S" 1, R- FOR OR !^lALLCONSTRUCTIONADCATHEDRAL 4. NEW AND EX15TINO BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE , ,") - 5.25" R-21 FOR "x4" I WALL CONSTR 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf - 5.25" R-21 FOR 2"xb"FLOORS ALL OPENINGS• FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. b. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PACE 6-005. 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. 'BALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH A50E 1-I6 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) i WOL_DONN DETAILS T)"F I GAL_ NAIL_ I NO/STRAf=i=I NO REGU I REMENTS FOR FASTENING 5GHEDULE A ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER UFLs I FT/ SHEAR, I$ LATERAL_ Y 41 ND RESISTANCE NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED SEE PAGE 5-003 FOR STRAPPING AND NAILING REGtU I REMENTS, Q "ALL STRAPPING TO BE V4"x 20 GAUGE** -- "SIMP50W EQUIVALENT - G520 (COILED STRAP) AND ROUGH OPENING FRAMING REQUIREMENTS) 0 ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWI5E LLI FUSE IOd NAILS IF STRAPPING 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.0 J cu HOLE)OWN 'A' HOLDOWN B FASTENER SPEC. FASTENER DESCRIPTION AND QUANTITY SPACING Q � N CONNECTION A NA I L_ I N(5 CAR I DIn FOR NENFOUNDATIONS TEA - ROOF I$ GE I L I NO FRAM I NO AT RAFTER TO RIDGE — — 7 O CONNECTION: 1.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A 16d ;-, � >; C4 (3) 2x FULLENDKALL COMMON NAIL w/o PREBORED HOLES. i ENDWALL (3) 2x FULL CORNER STUD �^ �^ 2' 2.WOOD IS ASSUMED To BE DF,�2 d BTR. IN DRY USE RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER RAFTER O � N z 91­ OI HEIGHT STUD HEIGHT STUD NNEGTED TO FOR STRAP - 5 8 d* COMMON R.R. 2- n SERVICE a" ,Ci3 — -Y \ CORNER STUD TRANSFER SHEAR NAILS ® EA. END OF STRAP. CEILING J015T TO TOP PLATE (TOE-NAIL) SEE PAGE G-005 PER J015T >1 c U N CONNECTED TO G 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL � � � TRANSFER SHEAR �Y (EVIDENT DURING INITIAL INSTALLATION PREBORE THE NAIL O O "SIMPSON" HDQS ( I FOR ROOF SLOPES UNDER 5:12 WITH • • ' • ` • • • HOLES,5ET NEK MEMBER. CEILING JOIST TO PARALLEL RAFTER(PAGE-NAIL) SEE PAGE G-003 EACH LAP O m 4-) CU HOLDOWN ANCHOR® 2-Ibd COMMONIf 2-I6d COMMON ROOF SPANS OF 24 OR GREATER, • • • 4-+ -J L0 LOCATIONS NOTED NAILS ® 6" O.G. / ,• • • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED CEILING JOI5T LAP5 OVER PARTITIONS(FACE-NAIL) 01-16d COMMON EACH LAP � � 0 NAILS ® 6 O.G. 4 ON PLANS 10" O.G. IF BLOGKE USE 4 8 d COMMON NAILS ® EA. 7/ • • O" O.G. IF BLOCKED CORNER POST END OF STRAP. r-J. G.TIES '�* 5.5EE SECTION 6 FOR ANY R.EQ'T TO CLINCH THE NAILS(TO Q r- 0- � b CORNER POST TIGHTLY BOND THE END OF THE NAIL TO A 90'ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 0-003 PER TIE THE ABOVE ASSUMES A RAFTER GRAPHIC BELoN "SIMPSON" HDQS SPACING OF 16" O.G.; FOR SPACINGS 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END HOLDOWN ANCHOR® SECTION 12.4-PLACEMENT OF NAILS 4 SPIKES 4 TABLE LOCATIONS NOTED ° ° OF 24„ O.G., INCREASE NAILING BY A ON PLANS ° FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) 2-16d COMMON EACH END CONNECTION BI B2 AT RAFTER TO TOP PLATE TO STUD WALL FRAM I NO HOLDOWN INSTALLATION OP • --� TION5: CONNECTION: 2 TOP PLATE TO TOP PLATE (FACE-NAIL) 2-Ibd COMMON PER FOOT I J FOR NEW °P. GONG. FOUND.'s FOR STRAP - 3 8 d* COMMON NAILS ® EA. B HOEDOWN CAST IN PLACE w/7/5"4) THREADED ROD °• • END OF STRAP. . . U • R EXIST. P. GONG. OR NE Y CURRED OUND.s • • s� WHEN IN TOWN OF ISLIP OR NAILING I ' TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-Ibd COMMON JOISTS - EA. SIDE FO VyL F n l THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO f� GEOMETRY EXCEEDS THAT PERMITTED IN _ V/ CONCRETE w/ "SIMPSON" SET(HIGH STRENGTH EPDXY ---� BI • • MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.C. In ADHESIVE), 4 FOR TEMP.'S O°F-4 VE)USE "SIMPSON" AT I € SIMPSON #H2A (OR EQUAL) RAFTER TIE (HIGH STRENGTH ACRYLIC ADHESIVE HEADER TO HEADER (PAGE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES • i • FOR TOENAILING - 5 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 5TUV FILL TOP 2 COURSES SOLID d CAST IN PLACE HOLDOWN ,/-- - CONNECTION FOR G.J. TO R.R. - a I6 d COMMON NAILS w/7/8 � THREADED ROD REQUIREMENTS FOR BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2-I6d COMMON I'2 PER FOOT RAISED G.J.'s(€"(HEN AT G.J. TO G.J. CONNECTION: ENDJOI5T, or BLOCKING (FACE-NAIL) I-�OLDOWN 'G' HOEDOWN 'D' APPLICABLE) FOR EA. PLATE TO STUD ABOVE 4 OR BELOW L 2 16 d COMMON NAILS FOR G.J. TO G.J. - a 16 d COMMON NAILS FLOOR FRAMING VJ i FOR NEW 4 EXIST. FOR NEWLY POURED CONNECTION GI G2 • JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-5d COMMON PER JOIST n(D1 FOUNDATIONS FOUNDATION ® ONE STORY ONLY • (5) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END Q HEIGHT 51VD CORNER STUD ONNEGTED TO ° BLOCKING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY ANCHOR® 2-I "SIMPSON" HDQS DOWN -� 6d COMMON HEIGHT • TOP I-LATE (TOE NAIL) ( FULL • TO STUD CONNECTION: HOL 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS ® 6' O.G. 4 ON PLANS IGORNERIPOSOCKED G FOR STRAP - 5 5 d* COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 5-I6d COMMON EACH JOIST I € j ° € NAILS ® EA. END OF STRAP JOIST ON LEDGER TO BEAM (TOE-NAIL) 5-5d COMMON PER J015T ° € FOR EA. PLATE TO STUD ABOVE 4 OR 2-I6d N ° BELOW - 2 16 d COMMON NAILS BAND JOIST TO J015T (END-NAIL) 5-I6d COMMON PER J015T NAILS ® " O. . \ . BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON ' PER FOOT • ROOF 5HEATHINO a ° STRUCTURAL PANELS: INTERIOR ZONE 8d COMMON 6" EDGE / 12" FIELD SOLID a "SIMPSON" 5THP14R, CONNECTION DI 4 D2 HOEDOWN INSTALLATION OPTIONS: ING PERIMETER EDGE ZONE s a EA.SAY W ad COMMON b" EDGE / 6" FIELD EA. GABLE ENDALL RAKE OR RAKE TRUSS w/ 8d COMMON 4" O.G. UP TO q" RAKE OVERHANG FOR NEW P. GONG. FOUND.'s HOEDOWN CAST IN PLACE w/7/8"� THREADED ROD • AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NO SHEATH I NC FOR EXIST. P. GONG. OR NEWLY CURBED FOUND.'s • THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO ( PLATE(S) CONNECTION: D2 CONCRETE w/ " IMP DN" SET(HIGH 5TRENGTH EPDXY FR M N. j GYPSUM WALLBOARD 5d GOOLER5 7' EDGE / 10" FIELD ADHESIVE), 4 FOR TEMP.'s O°F-40°F USE "'SIMP50N" AT CORNER ° FOR STRAP - 5 8 d* COMMON NAILS ® EA. I (HIGH STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR • END OF STRAP (WRAP STRAP UNDER SILL PL) € 5PEGIFIED O D I ° € WALL SHEATH I NO FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE o FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - € FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOEDOWN 2 16 d COMMON NAILS 6 EDGE d 12 FIELD w/7/8",P THREADED ROD STRUCTURAL PANELS 8d COMMON ° ALTERNATE CONFIGURATION - ABOVE STUD TO i GYPSUM WALLBOARD 5d COOLERS T' EDGE /' 10" FIELD N FLOOR CONNECTION w/ # LPT4 51MP50N (OR i 8d NAISA® EA.END N A I L= I N C/S TRA F F I N O@ W I N D O W/D O O R HEADER STANDARD/ALTERNATE EQUAL) ® PLATFORM To SILL PLATES OF EA.STRAP TO EA.JOIST-(FOR FLOOR SHEATH I NC (SUBFLOOR) 2 ALTERNATE USE O SIMPSON H25A) U NOTATION: A - NUMBER OF Sd NAILS® EA. END OF STRAPPING (2018 WFGM,TABLE 5.1,P. 189);WHEN STRAPP G CONNECTION E _�--~ STRUI"or L 55: NHS 8d COMMON 6" EDGE / 12" FIELD LL' REQUIRE5 OVER 14 NAILS,USE SIMP50N 0516 STRAPPING (OR EQUAL). GREATER THAN I": IOd COMMON 6" EDGE / 12" FIELD B - NUMBER OF SILL 5TUD5-ON FLAT(DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 5255,P. 111) G - NUMBER OF FULL HEIGHT KING STUDS® EA. SIDE OF HEADER(200 WFGM,TABLE 5.250,P. 201 . ALTERNATE AS PER TABLE 5.25D,P. 293) ' I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. A D D - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. Q (2015 WFGM,TABLE 5.7,P. 18q) PLATES) CONNECTION FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER G E (2-PLY) - NUMBER OF JACK STUDS ® EA. END OF 2-PLY HEADER(2015 VAFCM,TABLE 5.22F,P. 5) € ° ° ° °a ° SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR E (3-PLY) - NUMBER OF JACK STUDS® EA. END OF 5-PLY HEADER(2015 WFGM,TABLE 5.22F,P. 2 5) ° ° o° ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: F -NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF 51LL(5) ® EA. IDE ° 44 ° ° ° 2 - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF B E (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.8,P. IQU ° ° NAILS SHALL BE PERMITTED To BE REDUCED To 1-16D NAIL PER FOOT.FOR STRAP - 5 5 d* COMMON NAILS ® EA. S - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH BROWN r °a END OF STRAP (WRAP STRAP UNDER SILL PL) SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE FASTEN I NO SCHEDULE B 4. ° ° F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS 9 FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - USED. D B ADDITION (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 201&EDITION 2 16 d COMMON NAILS A NOTATION SIONAOE FOR TRUSS TYPE, PRE-ENOINEERED ROUGH A B G D (2 PLY (s PLY F WOOD, AND/OR TIMBER CONSTRUCTION OPENING HDti "� THE FOLLOWING SIGNAGE SHALL BE AFFIXED TO THE ELECTRIC, METER BOX ATTACHED 10575 OLD SOUND AVENUE 2'-0" 2 1 1 2 1 I 2 TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE MATTITUCK, N.Y. 11952 /� RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR 4'-0" 5 1 2 5 1 I 3 S � I G I NC ® �`® �L-1 T OABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE BRACINO/5TRAPPINO AUTHORITY HAVING JURISDICTION: DRAWING TITLE: PROVIDE (2) 2"AO" HDR (MIN) U.O.N. 6-0" 4 1 3 4 1 1 4 FOR RAKES 12"OR HOEDOWN ANCHOR BOLT TOP PLATE BLOCKING 2 LE55 PROVIDE 8'-0" 6 2 5 5 1 1 5 {— SPLICE ---} TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK® LOCKING o 12"O.C. CONSTRUCTION TYPE DESIGNATION SHALL STRAPPING, & NAILING DETAILS LENGTH I 41-O"O.G.\<TOAGHEIVE RAKE O.H. BE "1", "11", "111", "IV", OR "V' TO INDICATE FOR WIND - EXPOSURES 540 - FOR WIND - EXPOSURES 540 - lo'-O" 7 2 4 6 2 I 6 ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE THE STRUCTURE UNDER SECTION 602 OF 2 5 8 2 I 8 BUILDING MINIMUM 5PLIGE',2-"4 BUILDING MINIMUM SPLICE'=,, THE NY5 BG. DIMENSION (FT) LENGTH (FT) DIMEN51ON (FT) LENGTH (FT) TYP. STRAP w/0) PAGE: ,5d NAILS EA.END DESIGNATION FOR STRUCTURAL 2'-0"/2'-6" 12'-0" 5'-0" OF EA.STRAP 6" DIAMETER 01 COMPONENTS THAT ARE OF TRUSS TYPE, I6-0„ 4-0" ATTIC PRE-ENGINEERED WOOD, OR TIMBER G-003mOO AGHOR BOLT SFEG I F I GATT O}� S I6-O 3-O /3-9 I V CONSTRUCTION AS FOLLOWS: -`'' - "F" = FLOOR FRAMING, INCLUDING 20'-0" 4'-075'-0" 20'-0" 5'-O" BLOCKING 2 BAYS GIRDERS 4 BEAMS SPECIFICATION (2018 WFGM TABLES 5.2A 4 5.213, P. 15-I-160) „ „ BACK® 4 CORNER "R" = ROOF FRAMING Sa- — 24-O 4-O /5-O 24-D 6-O / CONDITION � FOR ALL STRUCTURES: '�<; � - "FR" = FLOOR 4 ROOF FRAMING DATE: 08/14 25 3 OF 11 5/8"4P ANCHOR BOLTS ® 5,51" O.G. 521-0" 6'-O"/7'-6" 32'-O" 8'—O" iv SECOND FLOOR Q NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE CONNECTION U5IN6,2-I6d NAILS PER FOOT.FOR SHORTER SPLICE LENGTHS,THE NAIL 5PACING SHALL BE REDUCED IN ORDER TO 40'-O" 8'-O"/10'-O" 40'-O" II'-O" BLOCKING 2 BAYS I. MIN. 1" EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILS w/ 5" SQUARE WASHERS AND END NUT SETUP; BACK® 4'-0" O.G. „ END „ 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-O" 10'-O"/12'-6" 50'-O" 13'-O" CONDITION 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 4 FILL IN EXPOSURE B TYP.STRAP w/(3) STROKE TOP TWO COURSES SOLID Sd NAILS EA.END 5.TABULATED SPLICE LENOTH5 ARE BASED ON 8 FOOT WALL 60'-0" 12'-O"/15'-01, 60'-O" 16'-0" OF EA.STRAP HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS SHALL BE MULTIPLIED BY H/8; OR REPLACED BY HOLD DOWNSW FOR SHEARWALLS FOR ALTERNATIVE ALL HEIG€fT5 MULTIPLY THE ABOVE 70'-0" 14'-O" -10'-O" Iq'-O" FIRST FLOOR PLAN DIAGRAM OF ZONES NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 5. ANCHOR BOLTS ARE TO BE BETWEEN 6" 4 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT)- 80'-O" 22'-0" FROM ENDS AND CORNERS (TWO ® GORNER5) a'WALL- 1.125 REFLECTIVE REFLECTIVE (SEE DIAGRAM TO LEFT) lo'WALL-€2s _ BLOCKING 2 BAYS RED PANTONE WHITE -1 -M THIS COLUMN K/MULTIPLIER BACK® 4'-0" O.G. #I8.1 4. COORDINATE w/ HOLDOWN LOCATIONS 12'WALL 15 FOR 101-0"HALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD CRAVE MATERIAL I M 15GELLANEOUS FRAM I NC GRAPH I C5 CONTINUOUS BUILT-UP C I RDERS, 3 OR MORE SUPPORTS (THAT EXCEED FRAMING STANDARDS, IT IS REQ D FOR FRAMER TO HAVE A F I REBL.OGK I I O FOR FLATFORM WOO FRAM I NO WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [ANC] 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) BETI'lMN 1/6 Q- CONNECTION d 1/4 OF A WHEN GIRDERS MADE UP OF J015T5 NAILED Q DE50RIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER BLOCK I N5 UNDER LOAD BEARING WALL PATTERN THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES O NON-LOAD B =ARING WAL'_ OFFSET FROM SUPPORT A (2)ROWS IOd NAILS a 12'O.C. MAX.52° P LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. w THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOI5T J C6 STUDS STUD B M ROH5 10d NAILS a 12"O.G. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRESLOPPING. M SUBFLOOR P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE Q t CV SUBFLOO? C (2)ROWS i/2' m BOLTS a 12"O.G.5TA66ERED; TWO_PIEGE JOINTED ON THE SAME 51DE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE •� � SOLE PLATE \ DBL s ENDS PLATE SERVE AS FIRESTOPPING. O BUILT UP GIRDER P MAX.°32" NAILING: 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE Q .-- SOLE PLATE v l2)ROWS I/2•A BOLTS a Ib'O.C. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE _ r— O JOIST SERVES AS FIRE5TOPPIN5. }• O E (2)ROWS I/2"�BOLTS a 24`O.G. SIDE WITH IOd NAILS, TWO NEAR EACH END OF BETWEEN 1/6 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE i Z rj 5. FIRE5TOPPINO SHALL BE 2 INCHES OF WOOD BLOCKING Q Q cm O F (2)ROWS 3-3/8'TRU55LOGK SCREWS a 12"O.C. a V4 OF A OF I6 INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BU5TIBLE FILL. SCREWED ON(1)SIDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH N V �_ 6 (2)ROWS 3-3/8'TRU55LOGK SCREWS a 16"O.C. P SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE X Q N SCREWED ON(1)SIDE OF MEMBER " AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOIST, OTHERS STAGGERED w/ A DISTANCE OF 32 Q � Q .�..i H (2)ROw5 5-5/6'TRUSSLOCK SCREWS 0 24"O.C. p BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE A5 FIRE5TOPPIN5. m C9 JOIST SCREVED ON(1)SIDE OF MEMBER 4-+ O 4-1 THREE-PIECE 'T. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND N ku MAXIMUM OFFSET (2)ROWS 5'TRUSSLOGK SCREWS a I2"O.G. BUILT UP GIRDER MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS Q O J015T DEPTH,d SCREWED ' BOTH SIDE OF MEMBER P NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. SERVE AS FIRE5TOPPING. Q MATCHED SIZE OF BLOCKING (2)ROWS 5'TRUSSLOGK SCREWS a I6"O.G. Q• � UNDER NON-LOAD BEARIN FIRE5TOPPIN5 AND K JI 50REWED ON BOTH 51DE OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE 3 PARTITIONS a 52" O BLOCKIN SN (2)ROWS 5'TRUSSLOGK SCREWS a 24"O.G. BETWEEN I/6 OTHERS STAGGERED w/ A DISTANCE OF NOT MORE B. THE HEADER SERVES AS FIRE-STOPPING. L „ DOUBLE PLATE SCREWED ON BOTH SIDE OF MEMBER s v4 OF A THAN 32 BETWEEN NAILS IN A HORIZONTAL LINE. Q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL FOUR-PIECE CIDERS ARE TO BE ASSEMLED A5 BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO GE I L I NG BRAG I NGNOTE:N ° P STRINGER TO SERVE AS FIRESTOPPIN5. (W i/ CANT LEVI=RED FLOOR 1.BEAMS d HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN'A'WHEN&'OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR a CONNECTION PATTERN V WHEN 10"OR LARGER P FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH ,,STUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS I/2'FROM ONE SIDE TO THE OTHER BUILT UP GIRDER GIRDERS ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH T 5UBFLOOR LE PLATE 2"x4"CONTINUOUS &ABLE END P MASONRY PIERS, NAILED TO WOOD P05TS OR 70 LATERAL BRACE a 6'O.G. TRUSS FT EEVERTI AL SHALL NOT 15 SEEALED IB PLASTER ON THE CEILING BAND BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE U JOIST 2) IOd NAILS TRU55 OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED O.J. AKAY BY I J� I I/�' I I J� I I I J� PLATFORM FRAME CONSTRUCTION NKAGE CRACKS OF THE INTEERUIORR FINIHARD SH. PLASTER GEI ING ON AL ( 1 AI S I V A I L I I `l O F A T T R I `t S FOR SIDE LOADED BEAMS 0 0 • F L U S I I BEAMS) -LOCATIONS REQUIRUNG FIRESTOPPING- NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES,WILL SERVE V�J —A AS FIRESTOPPINS. (LT1Jl � NAILS ■ FIRE- FIRE_ WOOD FIRESTOPPING FIRESTOPPIN5 STOPPING 5TOFPING FIRE- FIRE- 550LE 1 FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING 5TOPPING MULTIPLE-PIECE MEMBERS JOIST • 5d COOLER NAILS a 10"O.G. NAILED' BOLTED' BLOCKING 2"x4"BLOCK NAILED TO EA.BRACE I FIREsroPPlNs vN 2 Rows IN s Rows Ibd Z ROYL4 2 2 ROM A2' 2 RONl5 J,' - VERTICAL W/(4) IOd NAILS COMMON COMMON BOLTS O 24• BOLTS BOLT� O 12'O.G. O 12"O.G.* OL.5TAfi6EREi� O 12.O.G. O 6'O.G. COVERING IS APPLIED _ STUD IDE Or- GYPSUM BO 20 ga.STRAP TM Rows 12•O.C. THREE Rows 12•o.c. LOCATION I LOCATION 2 LOCATION 3 TO UNDErLs.101srs I„ Ili, ■ DOUBLE PLATE (10)ad NA11 BEAM SELECTION w/ 5TD. NAILING ° ° ° ° ° LOCATION 4 v 5d COOLER NAILS a 10' O.G. ATE: ENDS rpLL 5 AS NOTED IN NOTES '7 4 8 ° ° ° ° s as JOIST SHALL BE LOCATED DIRECTLY *DENOTES ALT.FOR USE OF DRYWALL SCREW5 F�IRE OPP'INNS LBLE LOOGON VER STUDS, UNLESS TOP PLATE 15 4"a EDGE/12"0 FIELD FULLY BLOCKED I.TOP AND BOTTOM ROWS SHOULD BE 2•FROM EDGES SOLE HOOD FIRESTOPPING CP GIRDER DESIGNED TO CARRY THE LOAD SCREWS#6 - lj'4"TYPE W ORS FIRESTOPPING 2.BOLT HOLES ARE TO BE THE SAME DIAMETER A5 THE SHOULD BOLT AND BE LOCATED 2' TWO ROWS 24'O.G.STAG ED GER TWO ROWS 6"O.C. LOCATION 5 LOCATION 6 FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE RILL INTERIOR STUD DETAIL /� THICKNESS OF THE MEMBER.USE WASHERS UNDER HEAD AND NUT• O O O @ O O O O O O dhl' OVERLAID ROOF s.STA66M EACH ROw OF FASTeCR5 BY 12•. p O O p p p \. 2'SPACE NOT ATTACHMENT @ VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. TO Be FILLED \ ® NONCOMBUSTIBLE FIRE5TOPPING S.FOUR-PIECE MEMBERS SHOULD ONLY BE USED HHEN LOADS ARE APPLIED TO FIRESTOPPIN6 APPROX I INCH THICK 'i�, 0 0 BOTH 51DE OF THE MEMBER \ 6.VALUES FOR HAILING CONNECTIONS MAY BE DOUBLED FOR 6.O.G.OR TRIPLED \ ' \E FOR 4"OL.NAIL SPACING. LOCATION 7 STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: (� \ STRAPPING w/ -1.2 ROWS OF Ibd COMMON NAILS(12"OLJ FOR DEPTHS 12'OR Lf55 4 8d NAILS LOCATION 8 FIREsroPP1NG LOCATION q \ a EA.END a R.R. 6.s ROws OF Ibd COMMON NAILS 02'OLJ FOR DEPTHS OF 141,161! 151. LOCATION 10 FULL WIDTH 2" BLOGKI ZO 1- 0 GONSTRUGTI ON DETAILS Jul I ND LOAD FATH GONNEGT I ON DETAILS TOP PLATE ILL 2"m INTO ROOF INTERSECTION DETAIL DECK FOR��IN& INSTt. NOT TO SCALE NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 l od NTINUOU5 LONER TOE NAIL NOTED CONT.BLOGKIN6 TOP PLATE SPIKED TO R.R's \\\ ALIGN NEW d EX. R.R.AS SHOWN KING STUDS PLAN VIEW NOTE: SIMILAR a 'SHED' WOOD JO I S —0 WOOD JO ROOF,R.R. IN LINE CRIPPLE STUD BLOCKING0 JOIST HANGS HEADER GENERAL REG2U I REMENTS FOR GENERAL REG2U I REMENTS FOR W INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADER JACK STUDS WOOD G I RDER WOOD JOIST AIN MEMBER ��,• sue° � a JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH G 1 RDER/HEADER TYP I GAL HEADER CONNECTION 1. TOE-NAILS SHALL BE DRIVEN a AN ANGLE OF PROJECT: me� D1AM.x s APPROX. 50° w/THE MAIN MEMBER 4 STARTED APPROX. I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN TABOVETHE NAIL FROM THE MEMBER END, THE MEMBER,STRAIGHT THROUGH AND BENT GVER BROWN A MIN. OF (5) NAIL DIAM.'�s AT A a0° 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 RAFTE5. R BE INSTALLED TALLER N EA AVOID . SIDE OF RAFTER OR GEN0,NO MORE THAN 2 TOE LLING JOIILS ST WALL STUD WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 3 TOE NAILS BOTTOM PLAT BOTTOM PLAT 10575 OLD SOUND AVENUE IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB SUB FLOOR - DOUBLE JOIST DOUBLE JOIST TOP PLATE MATTITUCK, N.Y. 11952 GHIM. CHASE SECURING @ STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS NO I SIM. a CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB, ALL BATHROOMS WITH TILE FLOOR, DOUBLE JOIST FOR NON-BEARI NC WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION TE: w/STUDS TO ATTIC FLOOR 4 BLK'G TO RA_ SIDES w/5T'RAPPING TO R/L SIDES) O UNDER KITCHEN FLOORS AND RADIANT FLOORS WITH MUD. o st TOP PLATE a o 4 WIND RESISTANT GONSTRUT I ON GONNEGTORS PAGE: GHIM. CHASE WALL a�Q T_ G-004'm ■ CONNECTION LOCATION: PART NUMBER: NOTES: Q 00 z `' R I DOE-TO-RAFTERS C520 ® 21" APPLY TO EACH PAIR OF RAFTERS O\ Q o ® RAFTER-TO-WALL H7 APPLY TO EACH RAFTER o-z� DATE: 08/14/25 4 OF 11 ROOF p i z tlu RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER REQb BLOCKING -!-1 p O PLATE-TO-WALL STUD C520 @ 18" TO ALIGN w/STRAPPING w APPLY TO EACH WALL STUD �w ® EA LEVTHEEFIRST � ®zQ 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or 0520 (9 56" APPLY TO EACH WALL STUD Lu FLoowGLG. ® O HEADER-TO-JACK STUD 0520 © 12° APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD V SHEAR WALL HOLDDOWN ANCHOR SSTB16 APPLY TO EACH 51DEWALL END ; IST. FLOOR-UNDER-SILL PLATE G520 WRAP UNDER DOUBLE SILL PLATEY' ��, �° .a SIDE VIEW PLAN VIEW (USE W 1 TH 3 SQUARE WASHERS) , �O F tk� w�� USE THE FOLLOWING OR APPROVED 5IMP50N METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 0ENERAL SN'ME�OL. KENr : DEMOLITION NOTE: NEW PARTIAL HEIGHT PROVIDE SHORING AND SUPPORT TO ALL AFFECTED _ EXISTING TO BE DEMOLISHED WOOD FRAME (L.O. STL. STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT f `9 WHEN APPLICABLE) OF ANY DEMOLITION OR CONSTRUCTION. Q EXISTING TO REMAIN { LLII NEW WOOD FRAME (L.O. NEW FOUNDATION WALL �O I„ (1—� 13 STL. WHEN APPLICABLE) TEMPORARY SHORING/DEMO SEQUENCING NOTES: C'7 MIN. (2) 2"X4" STRUCTURAL I. INSTALL TEMP. POSTS d GIRDER PER DEMOLITION CU NEW I-HR FIRE RATED ® POST FOR 4" WALLS PLAN d PER DETAILS. WOOD FRAME (L.G. STL. (MIN. (2) 2"xb" STRUCTURAL Q a) „ 3.INSTALL NEW GIRDER PROPOSED PLANS;SECURE C) Z WHEN APPLICABLE) POST FOR 6 WALLS), U.O.N. EXIST. FLOOR JOISTS TO NEW GIRDER. 4.REMOVE TEMP. POSTS d GIRDERS. O NEW 2-HR FIRE RATED WOOD FRAME (L.O. STL. NEW PLUMBING WALL .� z C9 WHEN APPLICABLE) ISO- O CV z O . Lo cc T_ 57 X :3 CV 0 O O 4-+ ' Om a-' � � c\J C; cc Q � L2o L 70 4_J W wm® U c WOOD DECK 2f55F •/n W a O F KITCHEN 3 OUTDOOR 141.15F p I SHOWER 61.4 5F T IO" GLG. HGHT. a W o _j OD EXIST. HASTE PI BATHROOM o 77 SF DEN O III."/SF BEDROOM 2 1021 SF V5" GLG. HGHT. w u I LLI O I — V I ELECTRICAL METER TO BE I RELOCATED PER PROPOSED PLANS w Ru I w 1 0 REMOVE — — BASEMENT �`-4'-0" z u EX T. UP a F- (NON-HABITABLE) _ ry z= I o I If� Q (lo) RI GL. EXPOSE FOUNDATION AND gyp' I0- p*� 61 11 FOOTINGS AS NEEDED I 6'2" GLG. � y I I� ® ® �j u�j III w PROJECT: FOR UNDERPINNING. HGHT• PORTION OF EXISTING COVERED PORCH TO BE ���� N X X_ REMOVED. REST OF STRUCTURE TO REMAIN �� N to REMOVE PORTION OF EXISTING AND AFFECTED EDGE CONDITIONS TO BE I ADDITION ROOF WILL INTERSECT PORCH ROOF WHERE PROPOSED BROWN . REFRAMED TO MEET PROPOSED ADDITION. I I I SEE PROPOSED ROOF PLANS. ADDITION HALL LIVING ROOM --------- ---- BEDROOM I 55 5F I I 159.4 5F I 156.4 SF I1 ---------- I S3" CLO. I I j TIHGHTG. HT. 10575 OLD SOUND AVENUE MATTITUCK, N.Y. 11952 1 I GL. t-: GAS METER 11 �t I DRAWING TITLE: Nc® III ® I W III W 1 PROPOSED DEMOLITION PLANS I v COVERED PORCH 216.i 5F PAGE: X A-101m00 DATE: 08/14/25 5 OF 11 PROPOSEL) 5ASEMENT DEMOLITION PLAN PROPOSED FIRST FLOOR DEMOLITION PLAN PROPOSED SECOND FLOOR DEMOLITION PLAN /� ',;•.• SCALE: 1/4" = I'-O" SCALE: 1/4" = I'-O" SCALE: 1/4" = I'-O" - Nr lk n { rr�A _ +. f //�� I I WALL STUD FRAMING NOTE: ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "6-003" FOR NAILING S 5TRAPPING DETAILS. O I �l E A L I I " I O <E� : COORDINATE PLACEMENT OF WALL STUDS DIRECTLY " SEE DOOR SCHEDULE FOR ALL 6LA55 DOORS FROM SAME MANUFACTURER BENEATH SPECIFICALLY INDICATED JOISTS,BEAMS 4 POSTS; FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER THESE MEMBERS SHOULD NOT FALL 50LELY ON DOUBLE TOP CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOWS EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT PLATES WITHOUT A WALL STUD DIRECTLY BENEATH. WOOD FRAME (L.C. STL. ADDITIONALLY,ENSURE MULTIPLE PLY STUDS PROVIDED AS WINDOW CHART Q WHEN APPLICABLE) INDICATED BY POST/COLUMN DESIGNATIONS. Q EXI5TIN6 TO REMAIN EORES5 CLEAR NEW FOUNDATION WALL WALL 5TUD TOP/BOTTOM PLATE NAILING: ROUGH OPENING WINDOW DIMENSION OPENING LIGHT VENT LLJJ -{ NEW WOOD FRAME (L.G. PROV. PROV. I -I WHERE 4x OR bx STUD/POSTS SPECIFIED IN LIEU OF DOUBLE OR TAG COUNT TYPE MODEL # WIDTH REQV: 20" STL. WHEN APPLICABLE) TRIPLE 2x MEMBERS, INCREASE NAILING CONNECTIONS PER " AMP' PER UNIT PER UNIT J M �I 11 HEIGHT REQ'D: 24 MIN. (2) 2 x4 STRUCTURAL PAGE 0-005 BY DOUBLE OR TRIPLE,RESPECTIVELY. WIDTH HEIGHT WIDTH HEIGHT (S.F) (5.F) ^ �� NEW I-HR FIRE RATED ® POST FOR 4" WALLS OPEN REQV: 5.? S.F. .� LN " " THIS REQUIREMENT 15 NOT NECESSARY WHERE PLANS INDICATE A 3 DOUBLE-HUNG TW2446 2'-6 V8" 4'-8 VS" 2'-5 5/8" 4'-8 T/8" "1.65 4.31 WOOD FRAME (L.6. STD.. (MIN. (2) 2 xb STRUCTURAL b_7 POST FOR b" WALLS), U.O.N. SPECIFIC POST BA5E/GAP OR 5TRAPPIN6 CONNECTIONS THAT O O WHEN APPLICABLE) DIFFER FROM THE STANDARD CONNECTIONS ON PAGE 6-005. --] NEW 2-HR FIRE RATED B �:12 DOUBLE-HUNG TW3046 3'5'-:2VS" 4'-l5 VS" 3'-1 5/8" 4'-5 VS" 5.1 S.F. 10.31 5.T0 (� � z WOOD FRAME (L.G. STL. NEW PLUMBING WALL BT I DOUBLE-HUNG TW3046 3'-2 VS" 4'-8 VS" 3'-I 5/8" 4'-8 VS" 5.T S.F. [✓1 10.31 5.T0 CV �i WHEN APPLICABLE) a •� d. GT I DOUBLE-HUNG TW2452 2'-6 VS" V-4 VS" 2'-5 5/8" 3'-4 VS' [✓� 5 L .10 2.82 X N FLOOR PLAN NOTES STRUCTURAL PLAN NOTES 0 p0 m ,J � DOOR NOTE: NEW LAUNDRY AREA: STACKED POST/COLUMN: 4✓ (\J -J L0 Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON Og I. NEW WASH/DRY HOOK UP SI LOCATE INDICATED POST/COLUMN BENEATH POST/COLUMN PLANS BY 'JELD-WEN' (OR EQUAL). 2.COORDINATE LAUNO ROOM d DOOR DIM.'s ON FLOOR ABOVE. 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON w/SIZE OF EQUIP. Q O STACKED POST COLUMN: PLANS BY rHEPmATRU' (OR EQUAL). 3.PROVIDE HOOK UPS AS REO'S PER MANU. 52 3.NOTE DOES NOT INDICATE EACH NEW DOOR PROPOSED; O LOCATE INDICATED P05T/COLUMN ABOVE POST/COLUMN ON SEE DE515NATIONS 4 DOOR SCHEDULE. DRYER EXHAUST NOTE: FLOOR BELOW. 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS, I. DUCT SHALL TERMINATE TO EXTERIOR LOAD BEARING WALL (ABOVE): U.O.N. 2.DUCT SHALL TERMINATE MIN. V-O" FROM ANY 53 AS INDICATED BY DASHED OUTLINE. ALIGN STUDS OF 5. INSTALL AS PER MANU 5PEG.'s OPENINGS BEARING WALLS TO LAND DIRECTLY UPON F.J. OR BEAM b.PROVIDE (2) 2"xlO" HDR.,U.O.N. 3.DUCT SIZE AS PER MANU. (WHEN APPLICABLE) BELOW. PROVIDE SOLID BRIDGING 1. SEE PAGE 6-005 FOR ALL OTHER FRAMING ELEMENTS 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER DIREGLTY BELOW LOAD BEARING WALL WHEN PERP TO F.J. AROUND DOORS (TYP. FOR ALL) U.O.N. 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO INTERIOR LOAD BEARING WALL: OSMOKE DETECTOR / GO DETECTOR NOTES: CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM O AS INDICATED BY HATCHING SHOWN BELOW. 2 I. CONTRACTOR SHALL PROVIDE CODE' COMPLIANT SHALL BE LIMITED TO 5INOLE LENOTH5,NOT TO ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY UPON SMOKE /CARBON MONOXIDE COMBINATION DETECTOR EXCEED & FEET AND SHALL BE LISTED AND LABELED F.J. OR BEAM (WHEN APPLICABLE) BELOW. HARD WIRED TO EACH OTHER w/BATTERY BACKUP. IN ACCORDANCE WITH UL 2I55A. 2.INTERCONNECTION BETWEEN NEW 8 EXI5TIN6 DEVICES 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID (\.IVY SHALL NOT BE REQUIRED WHERE EXISTING ALARMS METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS M ARE NOT INTERCONNECTED,AS PER NYS R314.4. RUNNIN6 IN THE DIRECTION OF AIR FLOW. EXHAUST EXTENDED FRAMING TO ROOF RAFTERS: - - - - - - - - - -- w 3.PROVIDE SMOKE/GO DETECTORS A5 INDICATED, AND DUCTS SHALL NOT BE CONNECTED WITH 5HEET-METAL O PROVIDE FRAMING EXTENDING FROM WALL, BEAM,OR PER GENERAL ELECTRICAL NOTES ON PACE 6-002. 50REWS HEADER(BELOW) TO SUPPORT R.R (ABOVE). / \ 4.SMOKE /GO DETECTORS TO MAINTAIN 5' MIN. T. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER / _ _ _ _ _ - - - - - - - --- \ HORIZONTAL SEPARATION FROM 5UPPLY/RETURN DUCTS LOCATION TO THE WALL OR ROOF TERMINATION. THE O HOLDOWN (FOUNDATION TO IST FLOOR): S OPENINGS TO BATHROOMS w/5HO1,ER OR TUB. MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 ' HOLDOWN V' AS PER PAGE 0-005. / / _ _ _ _ _ _ _ _ _ _ _ \ \ 5.INSTALL ALL AS PER MANU. 5PEG.'s FEET FOR EACH 45° BEND AND 5 FEET FOR g EACH 0" USE HOLDOWN MODEL 5THDI4 (RATHER THAN 5THD14RJ) / / �- -� 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR BEND. THE MAX. L.ENOTH OF THE EXHAUST DUCT DOES FOR FOUNDATION WALLS WITHOUT RIM JO15T5. IN COMPLIANCE WITH LOCAL CODE NOT INCLUDE THE TRANSITION DUCT. O NEW REINFORCED P. GONG. SLAB WINDOW NOTE: 5'F I. NEW 4" THK. P. CONG. SLAB w/b"xb"-10/10 W.W.M. UPON \ O 1 I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN STAIR S RAILING NOTE:10 � 2. b MIL POLY VAPOR BARRIER(OMIT FOR SLABS • CASEMENT,DOUBLE-HUNG, OR GLIDING (AS NOTED). 1. ALL NEW STAIRS SHALL HAVE MAX. 6-1/4' RI 4 MIN. 10" PROPOSED AT EXTERIOR LOGATION5) UPON INSTALL AS PER MANU. SPEC.'S. Tr - RISERS SHALL BF- CLOSED 3. 4" (MIN) GRAVEL BASE 2.NOTE DOES NOT INDICATE EACH NEI^I WINDOW PROPOSED; 2. GREATEST RISER HEI6F+T IN A FLIGHT OF STAIRS SHALL I I I I I I n 1 SEE DEVONATIONS 4 WINDOW SCHEDULE. NOT EXCEED THE SMALLEST BY MORE THAN ". PAD FOOTING W 3.FOR SUBSTITUTION5,5EE NOTE #q IN "6LA55 WINDOWS 5.4. HEADROOM SHALL HAVEKAY5 SHALL BE AT THE FOLLOWING CLEAR LEAST 6-5 .511 Sa NOTED"x15"ADETAIL.DEEP P. GONG. PAD FOOTING AS PER DETAIL AND DOORS ON PAGE 6-002. 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. 4.1. BETWEEN CLEAR HEI6HT S HANDRAILS: 56" MIN. 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH 4.2. BELOW HANDRAIL,RAIL ON ONE SIDE: 31.5" MIN. PAD FOOTING b.IN GENERAL,TEMP. 6L. SHALL BE PROVIDED: 4.5. BELOW HANDRAIL,RAILS ON BOTH SIDES: 27" MIN. sg 24"x24"x12" DEEP P. CONC. PAD FOOTING AS PER 6.1. FOR ALL SKYLIGHTS b OPERABLE PANELS OF S. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN DETAIL 12/A-402. 5WINCIN6, SLIDING, 4 BIFOLD DOORS ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR CONTINUOUS FOOTING 6.2. WITHIN 15" OF F.F. OR MORE RISERS,AND WHERE SHOWN ON PLANS. I6"xa" DE P. GONG. CONTINUOUS 6.5. WITHIN 24" OF A DOOR b. GUARDRAILS PEEP SHALL BE PROVIDED FOR OPEN-SIDED FOOTING EP PER NOTED DETAIL 6.4. WITHIN 5TAIRWAY5 S WITHIN 56" OF A LANDING WALKING SURFACES LOCATED MORE THAN 30 ABOVE 6.5. WITHIN TUB/SHOWER ENCLOSURES FINISHED FLOOR OR GRADE, S WHERE SHOWN ON PLANS. 6.6. SEE ALSO GENERAL NOTES ON PAGE 6-002 7. 56" HIGH GUARDRAIL S SPINDLE SPACING NOT TO 511 TYPICAL P. GONG. FOOTINGS WALL CONSTRUCTION: 'I. SEE PAGE 0-005 FOR FRAMING ELEMENTS AROUND ALLOW PASSAGE OF A 4" (P SPHERE;36" HIGH • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM HANDRAIL. S SILL SEAL 8. 6RIPPABLE RAIL AS R CODE. • ANCHOR BOLTS AS PER PAGE 0-003 b.WINDDOW (2) ON HEADER U.O.N.FALL PROTECTION SHALL BI° PROVIDED PER q. RAILING MR BE WOOD. • P. CONC. FOUND. WALL AS PER DETAIL UPON L- I- NY5 R3122 FOR OPERABLE WINDO?+5 WITH SILL HEIGHTS • P. GONG. FOOTING AS PER DETAIL LE55 THAN 24" ABOVE F.F.,THAT AF E MORE THAN-72" II THERMOSTAT: - ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR ABOVE GRADE OR THE ADJACENT SURFACE AT THE I. PROVIDE THERMOSTAT FOR ONE ZONE TO • B.O. FOOTING V-O" BELOW GRADE MIN. BUILDING EXTERIOR. CONNECT TO EXI5TIN6 SYSTEM: • 1/211 EXPANSION JOINT® PERIMETER OF SLAB (WHEN GRESS NOTE: - ZONE I: DEN APPLICABLE) E COMPLIANCE WITH NEW PORK STATE BUILDING 2. H.O. TO SELECT MODEL; INSTALL AS PER . AIR ENTRAIN P. GONG. FOR PORCHES/PATIOSIN / CODE,SECTION R3102.1;THE FOLLOWINS MEANS OF MANUF. SPECS STOOPS (WHEN APPLICABLE) EGRESS SHALL BE FOLLOWED: • MASON TO ACCOUNT FOR FIN15H STONE ON THIN SET NET CLEAR OPENIN&........... 5.1 5.F. 12 EXISTING AIR HANDLER NOTE: FOR HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) NET CLEAR HEIGHT............... 24" MINIMUM I. A/G COIL TO BE CONNECTED TO EXI5TIN6 AIR HANDLER. NET CLEAR WIDTH................. 20" MINIMUM INSTALLED PER MANUF. SPECS. TYPICAL LEDGER BOARD: 2.DUCTS TO BE RUN TO ADDITION. I. (1) 2"x BD. TO MATCH DEPTH OF JOISTS S UPSET NEW FLOOR: 3.PRECISE UNIT, PLACEMENT, d DUCTS SHALL BE DESIGNED BEAMS (WHEN APPLICABLE) O I. NEW i" PLYWOOD SUBFLOOR BENEATH (CLUE S SCREW); BY OTHERS. 2. P.T. BD. FOR EXTERIOR INSTALLATIONS SCREW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. ® 3. SECURED w/(2) 5/b" <P x 5" LONG H.D. GAL. LAC INTERIOR. RELOCATED ELECTRICAL METER: 2.NEW FINISHED WOOD FLOOR TO MATCH EXI5TIN6. 13 REMOVE 4 RESET EXIST. EL.EG. METER AND ADD BOLTS® Ib" O.G. DISCONNECT TO CONNECT TO EXI5TIN6 PANEL AS PER NY5 4. INSTALL H.O. 6ALV. JOIST HANGERS BY '5IMP50N' (OR TYPICAL BATHROOM NOTE- MECH. CODE, d UTILITY 00. STANDARDS. EQUAL) 5 I. WALL BOARD 5. FOR EXTERIOR INSTALLATIONS, PROVIDE FLASHING I.I. INSTALL MOISTURE RESISTANT GYPSUM B yy G TUCKED UNDERNEATH 51DIN6 d BENT OVER TOP EDGEOARD IN 14 NEUTTER OF LEDGER BD. ALL BATHROOMS SEE SPECIFICATIONS AT ELEVATION NOTES 1.2. INSTALL CONCRETE BOARD IN ALL 5HOWER5 AND BEAM POCKET: TUB SURROUNDS 2. SHOWER FLOORS 15 GUTTER HIGH POINT (TYP.) I. POCKET SHALL PROVIDE BEARING SUPPORT TO FULL N 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON WIDTH OF BEAM,FOR A LENGTH OF � THE WALL tr- 2.2. CONCRETE MUD-SET(SLOPE I/8" PER FOOT THICKNESS (3.5" MINIMUM). EXIST. WASTE PI I EXISTING Z TOWARDS DRAIN) UPON Ib NEW 4 x3 ALUM. DOWNSPOUT (TYP) 2. PROVIDE �' AIR SPACE AROUND ENDS AND TOP OF DUTCH g 2.5. WATER PROOF MEMBRANE TO COVER SHOWER BEAM TO PROMOTE AIR CIRCULATION Q I SEAL EXIST. WALL FLOOR,WRAP DRAIN S ATLEAST 15" UP WALLS IT EGRESS WINDOW WELL: 3. PROVIDE COPPER FLA514IN6 BETWEEN ALL WOOD AND $ kFLL 0 5. SHOWER WALLS - PROVIDE NEW EGRESS WINDOW WELL S COVER BY CONCRETE INTERFACES 3.1. PROVIDE TILE FINISH AT SHOWER WALLS "ROGKWELL;WET-6644.72 5ERIE5" 66"W.X'T2"D. OR 4. BEAM SHALL REST ON 6ALV. STEEL SHIMS;GROUT IN O Q x Q 5.1.1. NEW TILE AT SHOWER WALLS TO FROM FLOOR EQUIVALENT. PLACE ONCE BEAM PLACED. v m TO GEILIN6. (H.O. TO SELECT) CENTER 12"x24" - INSTALL AS PER MAN. SPECS. 6- f p NICHE ON SHOWER WALL W/O SHOWER HEAD. W UNDERPINNING NOTE: x a I EXIST.6A5 WRAP TILE. HOT WATER PIPING INSULATION: V.I.F. DEPTH OF EXIT. FOUND. WALL FOOTING AND UNDERPIN I6'-6" w VENTED VIA EXIST. w MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE NEW P. GONG. FT6 BENEATH IF REQUIRED PER NEW GONG. OAS INSULATED TO AN R-VALUE OF NOT LESS THAN R-3 FOR THE SLAB DEPTH ® BASEMENT PER NOTED DETAIL SII o I `}-�'� CHIMNEY FLUE. I INSTANT Q NEW EXHAUST FAN SHALL BE INSTALLED WHERE �t I- ( p OVENTILATION IS NOT MET BY MEANS OF NATURAL FOLLOWING CONDITIONS PER 2020 NYS EGG R403.4 b R403.5: c� m Q A-301 uj p I D.H.N. CIRCULATION THROUGH WINDOWS OR DOORS TO Q� OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION 1. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING POST S COLUMN DESIGNATIONS: - - - - - - - 0 NEW DN 403.32.3; INSTALL AS PER MANU. SPECS FLUIDS>105"F OR <55"F (R403.4) POSTS S COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED I X ' w 2 12 PROJECT: . PIPING J" AND LARGER IN NOMINAL DIAMETER AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY - - - - - -y i NEW PLUMBING FIXTURES: 3. PIPING SERVING MORE THAN (1) DWELLIN6 UNIT SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE,AS SPECIFIED O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE BY OTHER CONSTRUCTION DOCUMENT NOTES S STANDARD I T ' OBL JOIST - BROWN SEE AL50 PLUMBING GENERAL NOTES ON PAGE 5-002. 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD FRAMING REQUIREMENTS. I DRYER WA - BASEMENT 6. PIPING LOCATED UNDER A FLOOR SLAB I O _ (NON-HABITABLE) ADDITION NEW TILE FLOOR: 1. BURIED PIPING 6 � J sa Oa. SUPPLY $ RETURN PIPING IN RECIRCULATION SYSTEMS A2 (2) 2"x4" P05T B2 (2) 2"xb" POST A-401 - d) O - u- v I. NEW TILE FIN15H (H.O. TO SELECT) UPON OTHER THAN DEMAND RECIRCULATION SYSTEMS. I x= O 1 - 10 3-2 I m 51 2.ONE LAYER THIN5ET(LEVELED PROPERLY) UPON I ° , N g �_ _fix 5 3.NEW " DUROGK GEMENTBOARD (OR EQUAL) UPON HIGH EFFICIENCY LAMPS: Ej---R (3) 2"x4" P05T B5 (5) 2"xb" PO5T I w ® 2 (2) I.-IS"xq.25" I A-401 4.NEW " PLYWOOD SUBFLOOR BENEAi-H (GLUE d SCREW); NOT LE55 THAN qO% OF THE PERMANENTLY INSTALLED LIGHTING I z ® FLUSH BM EXIST. 2"xb"(TRUE) 5GREW PERIMETERFIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS OF SHEATHING 6" O.G. d 12" O.G. ® I 6 53 I - - = x �- F.J. ® 20" O.G. 10575 OLD SOUND AVENUE ,AS PER A4 (4) 2"x4" POST ®--� (4) 2"xb" POST I I -1 1 I 6 w INTERIOR. 2020 NY5 EGG R404.1 5M/ o " _ w 4 MATTITUCK, N.Y. 11952 -I _ NEW U I.'15 xq.25 NSW 3 -i5 x9.25 w 1 w� ®---H (5) 2"x4" POST ®'� (5) 2"xb" POST A-301 . 2.OE CV PROP BM 2.OE LVL DROP BM SEAL Q o HALLS Im� DRAWING TITLE: p---E 4"x4" P05T ®"� b"xb" POST 2 r 3 PROPOSED � ? I 58 N a BASEMENT I I= A-301 504 5F U sl &0" CL6. ' X Q \ry X Q = f o m w LL PROPOSED FOUNDATION PLAN 4"xb" POST 6"xl0" POST B I - V Q I"� N A-3ol 5 D F 3-I/2" O.D. SGH 40 5-I/2" O.D. SGH 40 17 I I N HGHT. rI I I3 0 r- z ® a I A-4ol 5TL. COL. (A5TM � J� 5TL. COL (A5TM I u�� ® ST �z u �,Iq�---_ +� EXISTING 6 TYPICAL DOOR/WINDOW HEADER NOTE: J AI23) BY SIMS v 1"J A125) BY SIM5 I I 1 X c® 6A5 METER PROVIDE (2) 2"xl0" HEADERS AT ALL DOORS S WINDOWS,U.O.N. STEEL (OR EQ) STEEL (OR EQJ I I _ _ _ _ w SEE PACE 0-003 FOR NAILING/STRAPPING/FRAMING REQUIREMENTS I SEW 2 1.15"xq_25" _ , , PAGE: (BY OPENING WIDTH) THAT SHALL BE PROVIDED, U.O.N. 501L BEARING CAPACITY NOTE: I I 2.OE LVL DROP BM SUCH TYPICAL HEADERS ARE PORTRAYED ON PLANS AS SUCH: STRUCTURAL DESIGN OF FOOTINGS ASSUMES A 501E - BEARIN6 CAPACITY OF 1.0 TON/S.F. 56 :;f � S6 A-102000 m BEARING CAPACITY OF SOIL MUST BE VERIFIED BY A fn q I GEOTEGHNIGAL ENGINEER,OR BY A TEST HOLE IDENTIFYING EXI5TIN6 SOIL TYPES ON SITE AND THEIR ASSOCIATED - - - - PRESUMPTIVE LOAD-BEARING VALUES. 56 EXI5TIN6 PORCH STRUCTURE I DATE: 08/14/25 6 OF 11 211�11 DOOR SCHEDULE DOOR MATERIAL L -� - - - - - FIRE RATING � - - - � � '•� `�r TAG DESCRIPTION MANUFACTURER Q Q 45 MIN. RATED NOTES WIDTH HEIGHT 0 W SELF-CLOSING � A� FIRST FLOOR 101 INTERIOR SWING JELD-WEN 2-4 6-8 DOUBLE SWING 2'-4" 6'-8" . I FROFOSE 7 FOUNDA71 ON PLAN 102 � JELD-WEN C103 -A DOUBLE SWING JELD-WEN 4'-O" 6'-8" 5GALE: 1/4" = 1'-O" 104 DOUBLE SWING JELD-WEN 4'-0" I i WALL STUD FRAMING NOTE: ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "0-003" FOR NAILING 4 STRAPPING DETAILS. COORDINATE PLACEMENT OF WALL STUDS DIRECTLY ** SEE DOOR 50HEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER BENEATH SPECIFICALLY INDICATED JOISTS, BEAMS 4 POSTS; FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER THESE MEMBERS SHOULD NOT FALL SOLELY ON DOUBLE TOP ** CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOWS NEW PARTIAL HEIGHT PLATES WITHOUT A WALL STUD DIRECTLY BENEATH. E1. _ EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. 5TL. ADDITIONALLY,ENSURE MULTIPLE PLY STUDS PROVIDED AS WINDOW CHART Q WHEN APPLICABLE) INDICATED BY POST/COLUMN DESIGNATIONS. EXISTING TO REMAIN Ld EGRESS CLEAR LIGHT VENT L1J NEW WOOD FRAME (L.G. NEW FOUNDATION WALL WALL STUD TOP/BOTTOM PLATE NAILING: TAG COUNT TYPE MODEL # ROUGH OPENING WINDOW DIMENSION OPENING 1 Lu ca 5TL. WHEN APPLICABLE) WHERE 4x OR bx 5TUD/POST5 SPECIFIED IN LIEU OF DOUBLE OR PER UNIT PROV. WIDTH REQ'D: 20 TEMP• PER UNIT PER UNIT J (� TRIPLE 2x MEMBERS, INCREASE NAILING CONNECTIONS PER HEIGHT REOV: 24" (S,F•) (S.F.) 4- PAGE 0-003 BY DOUBLE OR TRIPLE, RESPECTIVELY. WIDTH HEIGHTIF WIDTH HEIGHT OPEN REQ'D: 5.'1 S.F. Q - N NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL l/ Q' .c ® POST FOR 4" WALLS THIS REQUIREMENT 15 NOT NECESSARY WHERE PLANS INDICATE A 3 DOUBLE-HUNG TW2446 2'-6 V8" 4'-b VS" 2'-5 5/8" 4'-8 V8" '1.65 �4,51 WOOD FRAME (L.G. 5TL. SPECIFIC PO5T BA5E/GAP OR 5TRAPPIN5 CONNECTIONS THAT WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL DIFFER FROM THE STANDARD CONNECTIONS ON PAGE 6-003. _ O POST FOR 6" WALLS), U.O.N. B 2 DOUBLE-HUNG TW3046 V-2 V8" �E 4'-5 VS" 51-15 IV 4'-&VS" 5..75. .7 5.F. 10.51 5.70 }, >; (9 NEW 2-HR FIRE RATED r 0 Z WOOD FRAME (L.G. STL. NEW PLUMBING WALL BT I DOUBLE-HUNG TW3046 5'-2 V8" 4'-8 VS" 3'-I 5/8" 4'-8 VS' 5.7 S.F. [� 10.51 5.70 _� N O WHEN APPLICABLE) I- .� � GT I DOUBLE-HUNG TW2432 2'-6 VS" 3'-4 VS" 2'-5 5/8" 3'-41/8" [� 5.10 2.82 X N FLOOR PLAN NOTES STRUCTURAL PLAN NOTES m � Cfl DOOR NOTE: NEW LAUNDRY AREA: STACKED POST/COLUMN: Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON qO 1• NEW WASH/DRY HOOK UP 51 LOCATE INDICATED POST/COLUMN BENEATH POST/COLUMN ca 5 BY 'JELD-WEN' OR EQUAL). ROOM 4 DOOR DIM.'s N O PLAN ( 2.COORDINATE LAUND. ON FLOOR ABOVE. 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON F EQUIP Q O O w/SIZE O PLANS BY rHERMATRU' (OR EQUAL). 3.PROVIDE HOOK UPS AS REQ'5 PER MANU. STACKED POST/COLUMN: 3.NOTE DOES NOT INDICATE EACH MEW DOOR PROPOSED; S2 LOCATE INDICATED P05T/COLUMN ABOVE POST/COLUMN ON SEE DESIGNATIONS 4 DOOR SCHEDULE. DRYER EXHAUST NOTE: FLOOR BELOW. 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS, 1. DUCT SHALL TERMINATE TO EXTERIOR U.O.N. 2.DUCT SHALL TERMINATE MIN. V-O" FROM ANY S3 LOAD BEARING WALL (ABOVE): 5. INSTALL AS PER MANU SPEC.'s OPENINGS AS INDICATED BY DASHED OUTLINE. ALIGN STUDS OF 6.PROVIDE (2) 2NIO" HDR.,U.O.N. 3.DUCT 51ZE AS PER MANU. BEARING WALLS TO LAND DIRECTLY UPON F.J. OR BEAM 7. SEE PAGE 0-003 FOR ALL OTHER: FRAMING ELEMENTS 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER (WHEN APPLICABLE) BELOW. PROVIDE SOLID $RIDGING AROUND DOORS (TYP. FOR ALL) U.D.N. 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN DIRECLLY BELOW LOAD BEARING WALL WHEN PERP TO F.J. CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO INTERIOR LOAD BEARING WALL: 1 , O SMOKE DETECTOR / GO DETECTOR NOTES: CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM O AS INDICATED BY HATCHING 5HOWN BELOW. T 2 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SHALL BE LIMITED TO SINGLE LENGTHS,NOT TO SMOKE /CARBON MONOXIDE COMBINATION DETECTOR EXCEED 8 FEET AND (H SHALL BE LISTED AND LABELED ALIGN STUDS BEARING WALLS TO LAND DIRECTLY UPON HARD WIRED To EACH OTHER w/BATTERY BACKUP. IN ACCORDANCE WITH UL 2155A. F.J. OR BEAM (WHEN APPLICABLE) BELOW. 2.INTERCONNECTION BETWEEN NEW 4 EXI5TIN6 DEVICES b.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID n , SHALL NOT BE REQUIRED WHERE EXISTING ALARMS METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS W ARE NOT INTERCONNECTED,AS PER NY5 R314.4. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 3.PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 55 EXTENDED FRAMING TO ROOF RAFTERS: PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. 5CREW5 PROVIDE FRAMING EXTENDING FROM WALL, BEAM,OR 4.SMOKE /GO DETECTORS TO MAINTAIN V MIN. -I. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER HEADER(BELOW) TO SUPPORT R.R(ABOVE). • HORIZONTAL SEPARATION FROM EUPPLY/RETURN DUCTS LOCATION TO THE WALL OR ROOF TERMINATION. THE HOLDOWN (FOUNDATION TO IST FLOOR): 4 OPENINGS TO BATHROOMS w/SHOWER OR TUB. MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 O HOLDOWN V' AS PER PAGE 0-005. 5. INSTALL ALL AS PER MANU. SPEC.'S FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 410° USE HOLDOWN MODEL 5TH014 (RATHER THAN STHD14RJ) 6.SMOKE DETECTOR AND CARBONOR MONOXIDE DETECTOR BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES F FOUNDATION WALLS WITHOUT RIM JOISTS. z IN COMPLIANCE WITH LOCAL CODE_ NOT INCLUDE THE TRANSITION DUCT. � WINDOW NOTE: NEW REINFORCED P. GONG. SLAB ij w f OI. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN STAIR 4 RAILING NOTE: 57 I. NEW 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. UPONtu CASEMEENT,DOUBLE-HUNG, OR GLIDING (AS NOTED). IO I. ALL NEW STAIRS SHALL HAVE MAX. &-1/4" RI 4 MIN. 10" 2. 6 MIL POLY VAPOR BARRIER(OMIT FOR SLABS m® Q •/-/� INSTALL AS PER MANU. SPEC.'S. Tr - R15EPS SHALL BE CLOSED PROPOSED AT EXTERIOR LOCATIONS) UPON V J 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL 3. 4" (MIN) GRAVEL BASE I ( 1 SEE DF-51ONATIONS 4 WINDOW SCHEDULE. NOT EXCEED THE SMALLEST BY MORE THAN ". PAD FOOTING �jJ 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST V-8". 3.FOR SUBSTITUTIONS,SEE NOTE �i IN 'GLASS WINDOWS IS"x18"xl2" DEEP P. GONG. PAD FOOTING AS PER DETAIL AND DOORS" ON PAGE 6-002. 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: 58 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. 4.1. BE-TWEEN CLEAR HEIGHT 4 HANDRAILS: 36" MIN. NOTED DETAIL. 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. PAD FOOTING 6.IN GENERAL,TEMP. CL. SHALL BE PROVIDED: 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 27" MIN. Sq 24"x24NIV DEEP P. CONC. PAD FOOTING A5 PER EXIST. WOOD .1. FOR ALL 5KYLI6HTS 4 OPERABLE PANELS OF S. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN DETAIL 12/A-402.6 5WIN61N6,5LIDIN6, 4 BIFOLD DOORS ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR DECK 6.2. WITHIN IS" OF F.F. OR MORE RISERS, AND WHERE SHOWN ON PLANS. CONTINUOUS FOOTING 2T5 6.5. WITHIN 24" OF A DOOR b. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED I® I6"x8" DEEP P. GONG. CONTINUOUS 6.4. WITHIN 5TAIRWAY5 4 WITHIN 36 OF A LANDING WALKING SURFACES LOCATED MORE THAN 50" ABOVE FOOTING AS PER NOTED DETAIL 6.5. WITHIN TUB/SHOWER ENCLOSURES FINISHED FLOOR OR GRADE, 4 WHERE SHOWN ON PLANS. 6.6. SEE ALSO GENERAL NOTEi ON PAGE 0-002 7. 56" HIGH GUARDRAIL 4 SPINDLE 5PACIN6 NOT TO 511 TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: '1. SEE PACE 6-003 FOR FRAMING ELEMENTS AROUND ALLOW PA55A&E OF A 4" 0 SPHERE;36" H16H . (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM HANDRAIL. - - - - - - - - 8. GRIPPABLE RAIL AS PER CODE. 4 SILL SEAL I- X - (2) 2"xl0" HEADER U.O.N. q• RAILING TO BE WOOD. ANCHOR BOLTS AS PER PAGE 6-003 5.WINDOW FALL PROTECTION SHALL. BE PROVIDED PER • P. GONG. FOUND. WALL AS PER DETAIL UPON NYS R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS THERMOSTAT: P. CONC. FOOTING AS PER DETAIL LESS THAN 24" ABOVE F.F.,THAT ARE MORE THAN'72" I I I. PROVIDE THERMOSTAT FOR ONE ZONE TO • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR I - 2 5ILL: D.H. ABOVE GRADE OR THE ADJACENT* SURFACE AT THE CONNECT TO EXISTING SYSTEM: B.O. FOOTING 3'-0" BELOW 6RADE MIN. a 51LL:36" f BUILDING EXTERIOR. I pcV - ZONE I: DEN I/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN I u:I EGRESS NOTE: 2. H.O. TO SELECT MODEL; INSTALL AS PER APPLICABLE) IN COMPLIANCE WITH NEW PORK STATE BUILDING MANUF. 5PE05 AIR ENTRAIN P. GONG. FOR PORCHES/PATIOS / CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF STOOPS (WHEN APPLICABLE) E64ZE55 SHALL BE FOLLOWED: MASON TO ACCOUNT FOR FINISH STONE ON THIN SET NET CLEAR OPENING........... 5.7 S.F. 12 EXISTING AIR HANDLER NOTE: EXIST. NET CLEAR HEIGHT............... 24" MINIMUM I. A/C COIL TO BE CONNECTED TO EXISTING AIR HANDLER. FOR HEIGF+T OF WALL 4 SLAB (WHEN APPLICABLE) EXIST. NET CLEAR WIDTH................. 20 MI NIMUM INSTALLED PER MANUF. SPECS. I Ll KITCHEN Q I OUTDOOR 2.DUCTS TO BE RUN TO ADDITION. � TYPICAL LEDGER BOARD: v I �� 147.1 SF � I 61.4 5F O NEW FLOOR: 3.PRECISE UNIT, PLACEMENT, 4 DUGT5 SHALL BE DE516NED I. (1) 2"x BD. TO MATCH DEPTH OF JOISTS 4 UPSET x-- q BY OTHERS. " PLYWOOD 5U5FLOOR BENEATH (GLUE 4 5GREW); BEAMS (WHEN APPLICABLE) I 7 1HGHT. I. NEW i6 SCREW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. ® 2. P.T. SD. FOR EXTERIOR INSTALLATIONS C pl INTERIOR. RELOCATED ELECTRICAL METER: 3. SECURED w/(2) 5/5" m x 5" LONG H.D. 6AL. LA6 13 REMOVE 4 RESET EXIST. ELEC. METER ADD AND 2.NEW FINISHED WOOD FLOOR TO MATCH EXISTING. BOLTS ® I6" O.G. p DISCONNECT TO CONNECT TO EXISTING PANEL AS PER NY5 4. INSTALL H.D. 6ALV. JOIST HANGERS BY 'SIMPSON' (OR � TYPICAL BATHROOM NOTE: MECH. CODE, 4 UTILITY CO. STANDARDS. EQUAL) � Q MTGRO� O I. WALL BOARD 5. FOR EXTERIOR INSTALLATIONS,PROVIDE FLASHING IU I.I. INSTALL MOISTURE RESISTANT 6YP5UM BOARD IN 14 NEW GUTTER TUCKED UNDERNEATH SIDING 4 BENT OVER TOP EDGE p I CHEST ALL BATHROOMS O SEE SPECIFICATIONS AT ELEVATION NOTES OF LEDGER BD. 12. INSTALL CONCRETE BOARD IN ALL SHOWERS AND brL TUB SURROUNDS GUTTER HIGH POINT (TYP BEAM POCKET: I �n 2. SHOWER FLOORS 15 .) I. POCKET SHALL PROVIDE BEARING SUPPORT TO FULL 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON WIDTH OF BEAM,FOR A LENGTH OF � THE WALL ~ 22. CONCRETE MUD-SET(SLOPE: I/8" PER FOOT 16 NEW 4"X3" ALUM. DOWNSPOUT (TYP.) THICKNESS (55' MINIMUM). 1/ E� G�A TOWARDS DRAIN) UPON N ry V w 2.3. WATER PROOF MEMBRANE 'TO COVER SHOWER 2. PROVIDE " AIR SPACE AROUND ENDS AND TOP OF x-1 4 ej O/V y� EGRESS WINDOW WELL: BEAM TO PROMOTE AIR CIRCULATION I Ul n N r- �ADV �/� O FLOOR, WRAP DRAIN 4 ATLEAST 18 UP WALLS 17 3. PROVIDE COPPER FLASHING BETWEEN ALL WOOD AND PLAN N' m a m t- c> 3. 5HOWER WALLS - PROVIDE NEW EGRESS WINDOW WELL 4 COVER BY 5.1. PROVIDE TILE FINISH AT SHOWER WALLS "ROGKWELL;WET-664472 SERIES" 66"W.X72"0. OR CONCRETE INTERFACES ALL INTERIORMAoRnEXISTIN G 3.1.1. NEW TILE AT SHOWER WALLS TO FROM FLOOR EQUIVALENT. 4. BEAM SHALL REST ON 6ALV. STEEL SHIMS;GROUT IN TRIM,BASEBOARD AND cRONAI � � I MODIFIED a+b � PLACE ONCE BEAM PLACED. MOULDING TO MATCH EXISTING m i DINING ROOM ry 1� 1[� D�Jl�✓ TO GEILIN6. (H.O. TO SELECT) CENTER 12"x24" - INSTALL AS PER MAN. SPECS. Q I ISq.7 SF Q �/J ��,/ NICHE ON SHOWER WALL. W/O 5HOWER HEAD. HOT WATER PIPING INSULATION: UNDERPINNING NOTE: tu WRAP TILE. V.I.F. DEPTH OF EXIT. FOUND. WALL FOOTING AND UNDERPIN Ib'-6" 88 GL6. Q W MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE NEVd P. GONG. FTG BENEATH IF REQUIRED PER NEW GONG. 5'-�2" 5'-`1�2" 3'-6" �t HOHT• N p H NEW EXHAUST FAN SHALL BE INSTALLED WHERE INSULATED TO AN R-VALUE OF NOT LE55 THAN R-3 FOR THE SLAB DEPTH ® BASEMENT PER NOTED DETAIL 6OVENTILATION 15 NOT MET BY MEANS OF NATURAL FOLLOWING CONDITIONS PER 2020 NY5 EGG R403.4 4 R405 5: - - - - 13 - GIRGULATION THROUGH WINDOWS OP:DOORS TO � �/ r, EXIST. HVAG x=� ❑ OUTDOOR SPACES AS PER NYE, MECH. GORE SECTION I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING Sq ;n m m J5 BELOW m N PROJECT: 405.5.2.5; INSTALL AS PER MANU. SPECS FLUIDS >l05°F OR <55°F (R4OMIN POST 4 COLUMN DESIGNATIONS: VN uw 2. PIPING �" AND LARGER IN NOMINAL DIAMETER POSTS 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED �RETURN 44i NEW PLUMBING FIXTURES: 3. PIPING SERVING MORE THAN (U DWELLING UNIT AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY _ CLOSET 115 5F LOSET 115 SF CLOSET T.O SF 4-O O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE,A5 SPECIFIED O - - _ _ O BROWN ES SEE AL50 PLUMBING 6ENERAL NOT ON PACE 6-002. 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD BY OTHER CONSTRUCTION DOCUMENT NOTES 4 STANDARD (V I 51 N DBL JOIST 6. PIPING LOCATED UNDER A FLOOR SLAB FRAMING REQUIREMENTS. t� 104 105 102 ba NEW TILE FLOOR: 7. BURIED PIPING �4 -r iy� EXIST. LIVING ADDITION OgI. NEW TILE FINISH (H.O. TO SELECT) UPON 5. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS / v �y z= I ROOM 24 x56 D.H. A2 (2) 2"x4" POST B2 (2) 2"xb" POST _ _ " 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON OTHER THAN DEMAND RECIRCULATION SYSTEMS. 1 N A2 I j Q ® 275 5F SILL:24" 3.NEW " DURoGK GEMENTBOARD (OR EQUAL) UPON HIGH EFFICIENCY LAMPS: " 3 PROPOSED ° III A2 m EW(2) a X A3 (3) 2 x4 POST B3 (3) 2 xb POST 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 4 SGREWU; NOT LESS THAN g09c OF THE PERMANENTLY INSTALLED LIGHTING DEN I 2-7Y2 `y2 2x10'HDR X-� 10575 OLD SOUND AVENUE SCREW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. ® FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, AS PER \ 1703 SF 2 II iu N I u1 J _ _ x� INTERIOR. 2020 NY5 EGG R404.1 A4 (4) 2"x4" Po5T ®--� (4) :2"x( POST I-I BT G GEIL�6 I • l01 ( I m°N MATTITUCK, N.Y. 11952 (5) 2"x4" POST B5 (5) 2"xb" POST A-301 -N� I 4 ISM/GO _ry 54 ��iv In A2 EXI 53. BALL 11 n p-� I DRAWING TITLE: C 4"x4" POST E 6"xb" POST I NATURAL LI HT 4 55 b I 815" GL6. �/�'1� ' z 111 ®� �� VENTILATION 015. m ( H6HfT. I I Q n n (� PROPOSED FIRST FLOOR PLAN 4"xb" POST ��� 6"xIO" P05T I FLOOR 17 S.F. ATH i Pj Yv AREA 6 .s 5F 0 m 17 I S.F. REQ.I S.F. PROV. 6 'n m 3-I/2" OD.SGH 40 5-I/2" O.D. 5GH 40 _ ® rl n E>r it a 24"x56" D.H. ,Q� C l CQ/ /I ,��n 5TL. COL. (A5TM n___n 5TL. COL (A5TM StEQ LIC7HD 13.Ei S.F. I 35.-1 S.F. Q L 7 �ry �_ � SILL:24" n ✓ ((// D W HEADER NOTE: `"'__ �U AI23) BY RIMS O- -U AI23) BY RIMS 3 =J � a m iVw� TYPICAL DOOR/WIN O STEEL (OR EQJ STEEL (OR EQ) p PROVIDE (2) 2"AO" HEADERS AT ALL DOORS 4 WINDOWS, U.O.N. �Q;D 6.8s S.F. I 20.0 S.F. 8, „ _� w 44"xSIV 5.H. OTTO. ��V� SEE PAGE 6-003 FOR NAILING/5TRAPPING/FRAMIN6 REQUIREMEENTS PAGE: (BY OPENING WIDTH) THAT SHALL BE PROVIDED, U.O.N. SOIL BEARING CAPACITY NOTE: B 51 BUILT-IN SHELF SUCH TYPICAL HEADERS ARE PORTRAYED ON PLANS AS SUCH: STRUCTURAL DESIGN OF FOOTIN05 A55UMES A 501L I = TAt BEARING CAPACITY OF 1.0 TON/5.F. ( ! 3 t A-103m00 BEARING CAPACITY OF 501L MUST BE VERIFIED BY A GEOTECHNICAL ENGINEER,OR BY A TEST HOLE IDENTIFYING - -b EEXISIINO5PRESUMPTIVE rr'PE5 ON SITEIN0 VALU THEIR ASSOCIATED _ I'-O" _ =� EXISTING 40' FRONT YARD SETB/'GK A 3 3 A I / COVERED PORCH I DATE: 08/14/25 7 OF 11 1-10.4 5F DOOR SCHEDULE DOOR MATERIAL � to FIRE RATING NOTES - - _ �,a�.-_��,�'� TAG DESCRIPTION MANUFACTURER op Q 45 MIN. RATED WIDTH HEIGHT Q SELF-CLOSING tu FIRST FLOOR 1, ��qq, 101 INTERIOR SWING JELD-WEN 2 4 6-8 FROFOSEID FIRST FLOOR PLAN 102 DOUBLE 5WING JELD-WEN 2-4„ 6-8 • ell I,001 5. I I 1N� FLR ; 188 5. SROSS FLOORR SCALE: I/4" = I'-O" =105 DOUBLE SWINcS� I JELD-WEN 4'-O" 6'-8" D TO D OOR 10 104 DOUBLE SWING5- JELD-WEN 4'-O" I � � . WALL STUD FRAMING NOTE: ALL NEW WINDOWS SHALL BE ANDERSEN 400 5ERIE5; INSTALL AS PER MANU. 5PEG.'s. 5EE PAGE "6-003" FOR NAILING 4 STRAPPING DETAILS. v I �j� COORDINATE PLACEMENT OF WALL STUDS DIRECTLY ' SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER lS BENEATH SPECIFICALLY INDICATED JOISTS,BEAMS 4 POSTS; FINAL DIMENSIONS FOR FRAMING OF WINDOW5 TO BE PROVIDED BY WINDOW MANUFACTURER THESE MEMBERS SHOULD NOT FALL SOLELY ON DOUBLE TOP * CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOWS NEW PARTIAL HEIGHT PLATES WITHOUT A WALL STUD DIRECTLY BENEATH. 0- - EX15TINO TO BE DEMOLI5HED ,, y400D FRAME (L.6. STL. ADDITIONALLY,ENSURE MULTIPLE PLY STUDS PROVIDED AS WINDOW CHART Q WHEN APPLICABLE) INDICATED BY POST/COLUMN DESIGNATIONS. _ __ _ EXISTING TO REMAIN EGRESS CLEAR LIGHT VENT LJJ NEW FOUNDATION WALL /� WALL STUD TOP/BOTTOM PLATE NAILING: ROUGH OPENING WINDOW DIMENSION OPENING PROV. PROV. Lu cc NEW WOOD FRAME (L.6. j TAG COUNT TYPE MODEL # TEMP. J WHERE 4x R bx STUD/POSTS SPECIFIED IN LIEU OF DOUBLE OR WIDTH REQ'D: 20" PER UNIT PER UNIT (� STL. WHEN APPLICABLE) TRIPLE 2x MEMBERS, INCREASE NAILING CONNECTIONS PER HEIGHT REO'D: 24" (S F) (5 F) Q � N PAGE 0-005 BY DOUBLE OR TRIPLE, RESPECTIVELY. WIDTH HEIGHT WIDTH HEIGHT OPEN REEQ D: 5.7 S.F. •- cm MIN. (2) 2"x4" 5TRUGTURAL LO NEW I-HR FIRE RATED ® THIS REQUIREMENT I5 NOT NECESSARY WHERE PLANS INDICATE n n n WOOD FRAME (L.6. STL. POST FOR 4" WALLS SPECIFIC POST BA5E/GAP OR STRAPPING CONNECTIONS THAT A 3 DOUBLE-HUNG TW2446 2-6 VS 4-8 V8 2-5 5/8 4-8 VS "1.b5 4.31 O "] (MIN. (2) 2'xb STRUCTURAL WHEN APPLICABLE) DIFFER FROM THE STANDARD CONNECTIONS ON PACE G-005. - N 1 _ '� O POST FOR b WALLS), U.O.N. B 2 DOUBLE-HUNG TW304b 3-2 V8 4=8 VS 3=1 5/8J 4=8 VS 5.-1 S.F. 10.31 5.'10 , (9 L_ NEW 2-HR FIRE RATED j 0 Z 0 WOOD FRAME (L.G. STL. � �%��I NEW PLUMBING KAL1 BT FI DOUBLE-HUNG TW3046 3'-2 V8" 4'-8 VS" 3'-I 5/8" 4'-8 VS" 5.'1 S.F. [� 10.31 5.'10 •� LN �C d' WHEN APPLICABLE) S"T2432 2-6 V8 3-4 S 2'-55/8" 3'-4-- --- - -- 1 F X NGT DOUBLE-HUN FLOOR PLAN NOTES STRUCTURAL PLAN NOTES 0 00 m DOOR NOTE: NEW LAUNDRY AREA: STACKED POST/COLUMN: OI I. INSTALL NEW INTERIOR DOORS W4EN GALLED OUT ON O 1. NEN KASH/DRY HOOK UP SI LOCATE INDICATED PO5T/COLUMN BENEATH POST/COLUMN < N O cocoPLANS BY JELD-WEN (OR EQUAL). 2.COORDINATE LAUND. ROOM d DOOR DIM.'s ON FLOOR ABOVE. 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON w/SIZE OF EQUIP. Q a 0 PLANS BY 'THERMATRU' (OR E0WkL). 3.PROVIDE HOOK UPS AS REO'S PER MANU. STACKED POST/COLUMN: 3.NOTE DOES NOT INDICATE EACH NEW DOOR PROPOSED; S2 LOCATE INDICATED POST/COLUMN ABOVE POST/COLUMN ON SEE DESIGNATIONS d DOOR SCHEDULE. DRYER EXHAUST NOTE: FLOOR BELOW. 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS, I. DUCT SHALL TERMINATE TO EXTERIOR U.O.N. 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANY 53 LOAD BEARING WALL (ABOVE): 5. INSTALL AS PER MANU SPEG.'s OPENINGS AS INDICATED BY DASHED OUTLINE. ALIGN STUDS OF b.PROVIDE (2) 2"xl0 HDR.,U.O.N. 3.DUCT SIZE AS PER MANU. BEARING WALL5 TO LAND DIRECTLY UPON F.J. OR BEAM 7. SEE PACE 6-003 FOR ALL OTHER FRAMING ELEMEN-5 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER (WHEN APPLICABLE) BELOW. PROVIDE SOLID BRIDGING AROUND DOORS (TYP. FOR ALL) U.O.N. 5. TRAN5ITION DUCTS SHALL NOT BE CONGEALED WITHIN DIRECLLY BELOW LOAD BEARING WALL WHEN PERP TO F.J. CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO INTERIOR LOAD BEARING WALL: OSMOKE DETECTOR / co DETECTOR NOTES: CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM O AS INDICATED BY HATCHING SHOWN BELOW. 2 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SHALL BE LIMITED TO SINGLE LENGTHS,NOT TO N SMOKE /CARBON MONOXIDE COMBINATION DETECTOR EXCEED 5 FEET AND SHALL BE LISTED AND LABELED ALIGN STUDS BEARING WALLS TO LAND DIRECTLY UPON HARD WIRED TO EACH OTHER w/BATTERY BACKUP. IN ACCORDANCE WITH UL 2158A. F.J. OR BEAM (WHEN APPLICABLE) BELOW. • 2.INTERCONNECTION BETWEEN NEW d EXISTING DEVIGEE b.EXHAUST DUCTS SHALL BE MIN 0.0I6" THK RI61D SHALL NOT BE REQUIRED WHERE EXISTING ALARMS METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS ARE NOT INTERCONNECTED,AS PER NY5 R314.4. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 3.PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 55 EXTENDED FRAMING TO ROOF RAFTERS: PER GENERAL ELECTRICAL NOTES ON PAGE 5-002. SCREWS PROVIDE FRAMING EXTENDING FROM WALL, BEAM, OR 4.SMOKE /GO DETECTORS TO MAINTAIN V MIN. 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER HEADER (BELON TO SUPPORT R.R(ABOVE). • HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS LOCATION TO THE WALL OR ROOF TERMINATION. THE HOLDOWN (FOUNDATION TO IST FLOOR): d OPENINC75 TO BATHROOMS w/SHOWER OR TUB. MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 O HOLDOWN 'D' AS PER PACE 6-003. 5. INSTALL ALL AS PER MANU. SPEG.'s FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 90° USE HOLDOWN MODEL 5THD14 (RATHER THAN STH0I4RJ) 6.SMOKE DETECTOR AND CARE30N MONOXIDE DETECTOR BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES FOR FOUNDATION WALLS WITHOUT RIM JOISTS. c IN COMPLIANCE WITH LOCAL GORE NOT INCLUDE THE TRANSITION DUCT. WINDOW NOTE: NEW REINFORCED P. GONG. SLAB O SHALL BE ANDERSEN O STAIR 4 RAILING NOTE: 57 I. NEW 4" THK. P. GONG. SLAB w/b"Lb"-10/10 W.W.M. UPON I. ALL NEW WINDOWS b DOORS CASEMENT,DOUBLE-HUNG, GLIDING (AS NOTED). IO 1. ALL NEW STAIRS SHALL HAVE MAX. 8 FOP,RI 4 MIN. 10" 2. b MIL POLY VAPOR BARRIER (OMIT F SLAB T S • INSTALL PER MANU. SPEC.S. Tr - RISERS SHALL BE CLOSED PROPOSED AT EXTERIOR LOGATION5) UPON v ' 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; 2• GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL 3. 4" (MIN) GRAVEL BASE n 1 SEE DESIGNATIONS d WINDOW SCHEDULE. NOT EXCEED THE SMALLEST BY MORE THAN ". PAD FOOTING �1/ 3.FOR SUBSTITUTIONS, SEE NOTE *1 IN "GLA55 WINDOWS 3. HEADROOM IN STAIRWAY5 SHALL BE AT LEAST 6-8". NOT AND DOORS" ON PAGE 0-002. 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: SS NOTED DEEP P. GONG. PAD FOOTING A5 PER DETAIL 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. 4.1. BETWEEN CLEAR HEIGHT 4 HANDRAIL5: 36" MIN. ED DETAIL. 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH 4.2. BELOW HANDRAIL, RAIL ON ONE 51DE: 31.5" MIN. PAD FOOTING 6.IN GENERAL,TEMP. GL. SHALL BE PROVIDED: 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 2-I" MIN. (� 24"x24"x12" DEEP P. CONC. PAD FOOTING AS PER 6.1. FOR ALL SKYLIGHTS d OPERABLE PANELS OF 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN DETAIL 12/A-402. SWIN61N6,SLIDING,, 4 BIFOLD DOORS ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR 6.2. WITHIN IS" OF F.F. OR MORE RISERS, AND WHERE SHOWN ON PLANS. CONTINUOUS FOOTING 6.5. WITHIN 24" OF A DOOR 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED Ib"x5" DEEP P. GONG. CONTINUOUS 6.4. WITHIN STAIRWAYS $ WITHIN 56" OF A LANDING WALKING SURFACES LOCATED MORE THAN 50" ABOVE FOOTING A5 PER NOTED DETAIL 6.5. WITHIN TUB/5HOWEER ENCLOSURES FINISHED FLOOR OR GRADE, d WHERE SHOWN ON PLANS. 6.6. SEE AL50 GENERAL NOTES ON PAGE 0-002 '1. 36" HIGH GUARDRAIL 8 SPINDLE SPACING NOT TO TYPICAL P. GONG. FOOTING 4 WALL GON5TRUGTION: 7. SEE PAGE 0-005 FOR FRAMING ELEMENTS AROUND ALLOW PASSAGE OF A 4' 0 SPHERE;56" HIGH 511 WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM HANDRAIL. 4 ILLS" P.T. SILL PLATES w/COPPER TERMITE SHIELD (2) 2"AO" HEADER U.O.N. 8. GRIPPABLE RAIL AS PER CODE. SILL SEAL O -ANCHOR BOLTS AS PER PAGE - - - - - - - - - - - - - - 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER Q• RAILING TO BE WOOD. DETAIL NY5 R512.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS P. GONG. FOUND. WALL AS PER DETAIL UPON _ _ _ _ _ „ THERMOSTAT: P. GONG. FOOTING A5 PER DETAIL � � LE55 THAN 24' ABOVE F.F.,THAT ARE MORE THAN 72 II I PROVIDE THERMOSTAT FOR ONE ZONE TO ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR ABOVE GRADE IO THE ADJACENT SURFACE AT THE CONNECT TO EXISTING SYSTEM: 1//2 EXPANSION JOIN® PERIELON METER R OF SLAB (WHEN BUILDING EXTERIOR. - ZONE I: DEN EGRESS NOTE: 2. H.O. TO SELECT MODEL; INSTALL AS PER APPLICABLE) IN COMPLIANCE WITH NEW YORK STATE BUILDING MANUF. 5PE05 AIR ENTRAIN P. GONG. FOR PORCHES/PATIOS / CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF STOOPS(WHEN APPLICABLE) ECRE55 SHALL BE FOLLOWED: NET CLEAR OPENINO........... 5:1 S.F. 12 EXISTING AIR HANDLER NOTE: MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET NET CLEAR HEIGHT............... 24" MINIMUM I. A/C COIL TO BE CONNECTED TO EXISTING AIR HANDLER. FOR HEIGHT OF WALL # SLAB(WHEN APPLICABLE) ROOF AREA NET CLEAR WIDTH................. 20" MINIMUM INSTALLED PER MANUF. 5PE05. 2.DUCTS TO BE RUN TO ADDITION. TYPICAL LEDGER BOARD: NEW FLOOR: 3.PRECISE UNIT,PLACEMENT, 8 DUCTS SHALL BE DESIGNED I. (1) 2"x BD.TO MATCH DEPTH OF JOISTS d UPSET O I. NEW i" PLYWOOD 5U$FLOOR BENEATH (CLUE 4 SCREW); BY OTHERS. BEAMS (WHEN APPLICABLE) 5GREW PERIMETER OF SHEATHING, b" O.G. d 12" O.G. ® 2. P.T. BD. FOR EXTERIOR IN5TALLATION5 INTERIOR. RELOCATED ELECTRICAL METER: 3. SECURED w/(2) 5/8" 4) x 5" LONG H.D. GAL. LAG, 2.NEW FINISHED WOOD FLOOR TO MATCH EXISTING. 13 REMOVE 8 RESET EX15T. ELEG. METER AND ADD BOLTS® 16" O.G. DISCONNECT TO CONNECT TO EXISTING PANEL AS PER NYS 4. INSTALL H.D. GALV. J015T HANGERS BY '51MP50N' (OR TYPICAL BATHROOM NOTE: MECH. CODE, 4 UTILITY 00. STANDARDS. O 1. WALL BOARD 5. FOR EXTERIOR INSTALLATIONS, PROVIDE FLASHING I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN NEW GUTTER TUCKED UNDERNEATH SIDING d BENT OVER TOP EDGE I 30"x54" D.H. ALL BATHROOMS 14 SEE SPECIFICATIONS AT ELEVATION NOTES I 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND OF LEDGER BD. SILL:24" O D TUB SURROUNDS BEAM POCKET: 2. SHOWER FLOORS 15 GUTTER HIGH POINT (TYP.) I. POCKET SHALL PROVIDE BEARING SUPPORT TO FULL 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON WIDTH OF BEAM,FOR A LENGTH OF �THE WALL p`r Z 2.2. CONCRETE MUD-5ET(SLOPE I/8" PER FOOT I6 NEW 4"x3" ALUM. DOWNSPOUT (TYP.) THICKNESS (55' MINIMUM). I I BATHROOM `t w TOWARDS DRAIN) UPON 2. PROVIDE �" AIR SPACE AROUND ENDS AND TOP OF ° SF x 2.5. WATER PROOF MEMBRANE TO COVER SHOWER BEAM TO PROMOTE AIR CIRCULATION m V FLOOR,WRAP DRAIN d ATLEAST IS" UP WALLS 1-7 EGRESS WINDOW WELL: 3. SHOWER WALLS - PROVIDE NEW EGRESS WINDOW WELL 4 COVER BY 3. PROVIDE COPPER FLASHING BETWEEN ALL WOOD AND 3.1. PROVIDE TILE FINISH AT SHOWER WALLS "ROCKWELL;WET-664472 SERIES" bb"W.X72"D. OR CONCRETE INTERFACES ' W TILE AT SHOWER WALLS TO FROM FLOOR EQUIVALENT. 4. BEAM SHALL REST ON 6ALV. STEEL SHIMS;GROUT IN Q I O S.I.I. NE PLACE ONCE BEAM PLACED. I I p BEDROOM 2 W TO CEILING. (H.O. TO SELECT) CENTER 12"x24" - INSTALL A5 PER MAN. SPECS. 'd,n 102:7 SF NICHE ON SHOWER WALL W/O SHOWER HEAD. UNDERPINNING NOTE: I I X WRAP TILE. HOT WATER PIPING INSULATION: WALL FOOTING AND UNDERPIN FOUND DEPTH OF EXIT. . . 52 MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE O N ui INSULATED TO AN R-VALUE OF NOT LESS THAN R-3 FOR THE ►��"� P. GONG. FT6 BENEATH IF REQUIRED PER NEW GONG. NEW EXHAUST FAN SHALL BE INSTALLED WHERE SLAB DEPTH ® BASEMENT MR NOTED DETAIL bO VENTILATION IS NOT MET BY MEANS OF NATURAL FOLLOWING CONDITIONS PER 2020 NY5 EGG R403.4 d R403.5: O S_11: ( ry�y+ +f;� 0 CIRCULATION THROUGH WINDOWS OR DOORS TO I. MECHANICAL 5Y5TEM PIPING CAPABLE OF CARRYING , OUTDOOR SPACES AS PER NYS MEC.H. CODE SECTION FLUIDS >105°F OR<55°F (R403.4) POST 4 COLUMN DESIGNATIONS: -� - - -� o '�4i a PROJECT: 403.3.2.3; INSTALL AS PER MANU. SPECS 2. PIPING J" AND LARGER IN NOMINAL DIAMETER POSTS d COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED El � - - - - - - - I D RpoF NEW PLUMBING FIXTURES: 3. PIPING SERVING MORE THAN (1) DWELLING UNIT AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY 16 NEW ILLS" RR. NEW 2"x8" R.R. �g BROWN OALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. 4. PIPING NG FROM EP OLJT51ME CONDITIONED HEATER TO A DISTRIBUTION CEMANIFOLD BYGOTHERBC.ON5TRUGTION DOCUMENT NOTES 4ERS ARE NOT NECESSARY ESTANDARDGIFIED I I ® I6" O.G. I ® I6" O.G. I- I II - - +sc� SEE AL50 PLUMBING GENERAL NOTES ON PAGE G-002. 5. PIPING - 6. PIPING LOCATED UNDER A FLOOR SLAB FRAMING REQUIREMENTS. ( 7:12 7:12 _ NEW TILE FLOOR: 7. BURIED PIPING I � Q-� 3 p n EX T. UP _ ADDITION OI. NEW TILE FINISH (H.O. TO SELECT) UPON 8. SUPPLY d RETURN PIPING IN RECIRCULATION SYSTEEMS W IJ (2) I"x4" PO5T B2 (2) 2"xb" P05T I I I I OC r (10) RI GL. 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON OTHER THAN DEMAND RECIRCULATION SYSTEMS. - LJ I p U_~i ® a`1•aL � I I o I I � n� GT W Is" W 3.NEW " DUROCK GEMENTBOARD (OR EQUAL) UPON HIGH EFFICIENCY LAMP5: A3 (5) 2"x4" P05T B3 (5) 2"xb" P05T 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 4 50REW); NOT LE55 THAN 90% OF THE PERMANENTLY INSTALLED LIGHTING I I I w ® �� I I 10575 OLD SOUND AVENUE SCREW PERIMETER OF SHEATHING b" O.G. d 12 O.G.® FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMP5,AS PER I 4ILS POST I z 10 INTERIOR. 2020 NY5 EGG R404.1 A (4) 2"x4" POST ® -� MATTITUCK, N.Y. 11952 I_I I I _ �LNEW 2x10 RIDGE BD _ p ®---R (5) 2"x4" P05T ®"� (5) 2"xb" POST A-501 I W I I BEDROOM I Nit o 136.4 SF X EXISTING DRAWING TITLE: - ROOF AREA) ®---� 4"x4" POST �- �E b"xb" P05T PROPOSED SECOND FLOOR PLAN 4"xb" P05T 1 1 6"xIO" P05T 3-1/2" O.D. SGH 40 5-1/2" O.D. SGH 40 i z ® Q I I STL. COL. (ASTM 5TL. COL (A5TM W I t0 - u AI23) BY 51MS U AI23) BY SIMS I I z I GL. ryty+ - - TYPICAL DOOR/WINDOW HEADER NOTE: STEEL (OR EO) STEEL (OR EO) I I �L 7_ •12 71_� I PROVIDE (2) ZxIO" HEADERS AT ALL DOORS d WINDOWS,U.O.N. 3 5ILL: D.H. 3 5ILL: D.H. - - SEE PAGE 6-003 FOR NAILING/5TRAPPING/FRAMIN6 REQUIREMENTS I U SILL:24" SILL:24° PAGE: (BY OPEENIN6 WIDTH) THAT SHALL BE PROVIDED,U.O.N. 501L BEARING CAPACITY NOTE: -- SUCH TYPICAL HEADERS ARE PORTRAYED ON PLANS AS SUCH: STRUCTURAL DESIGN OF FOOTINGS ASSUMES A 501L NEW 16" 0.R.R. NEW ILLS" R.R. ® I6" O.G. I ® I6" O.G. BEARING CAPACITY OF 1.0 TOW5.F. I I - - - I A-104mOO BEARING CAPACITY OF 501L MUST BE VERIFIED BY A O L L- _ _ _ _ _ _ - - -I J GEOTECHNICAL ENGINEER,OR BY A TEST HOLE IDENTIFYING = EXISTING SOIL TYPES ON SITE AND THEIR ASSOCIATED PRESUMPTIVE LOAD-BEARING VALUES. I EX15TINO 15 kl'-I" B4 ROOF AREA DATE: 08/14/25 8 OF 11 52 [POOR SCHEDULE FT FBI y rev Bey �y DOOR MATERIAL FIRE RATING TAG DESCRIPTION MANUFACTURER p 45 MIN. RATED NOTES ! .. WIDTH HEIGHT � ►- d 5ELF-CLOSING C ���40*t _'��P r:- FIRST FLOOR F=101r--- INTERIOR SWING JELD-WEN 2'-4" 6'-8" • f l ROFOSF_1�) SEG0Nr7) FLOOR PLAN � ROOF PLAN .���� DOUBLE SWI NG JELD-WEN 2'-4" 102 u 105 DOUBLE 5WIN�6 I JELD-WEN SCALE: I/4" = I'-O" 104 DOUBLE SWIN-G IF JELD-WEN 4'-O" ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. 5PEC.'s. SEE PAGE "0-005" FOR NAILING 4 5TRAPPING DETAILS. ELEVATION NOTE5 SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER * CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOWS a HATCHED AREAS INDICATE NEl^I WORK (TYP) WINDOW CHART Q I PERMITTED MAX. BUILDING OUTLINE PER ZR 23-63 EGRESS CLEAR � LLJ O LIGHT VENT J cu ROUGH OPENING WINDOW DIMENSION OPENING PROV. PROV. ALLOWABLE HEIGHT TAG COUNT TYPE MODEL # O TYPICAL ROOFING: WIDTH REa'D: 20 TEMP. - 2 I. 5EE NOTE AT BUILDING SECTION FOR MINIMUM PER UNIT PER UNIT CONSTRUCTION STANDARDS WIDTH HEIGHT WIDTH HEIGHT HEIGHT REa'D: 24" (S.FJ (S.F.) Q a--r LN 2. ASPHALT SHINGLES TO MATCH EXISTING. H.O. TO OPEN REa D: 5.-i S.F. O VERIFY FINAL COLOR # MATERIAL. SELECTION BEFORE A 3 DOUBLE-HUNG TW2446 2'-6 VS" 11 4'-8 VS" 2'-5 5/8" JF4-8 VS' O TW3 5 INSTALLATION E16 - 3-2 }J J Z PROVIDE O � NNGEALED FLASHING ATALL ROOF7 B 2 E-HUNG 046 QD . . . O INTERFACES. O BT I DOUBLE-HUNG TW3046 3'-2 V.D.- 4'-8 VS" 3'-1 5/8" 4'-8 VS' 5.'1 S.F. [� 10.51 5.'10 a' C6 � ROOF CRICKET (TYP.): O4 2"x4" FRAMING ® I6" O.G.;PROVIDE ICE SHIELD GT I n OUBLE-HUNG TW2432 2'-6 VS" 5'-4 78" 2'-5 5/8" V-4 V8" Q 5.10 2.52 0 O Q 4-J LAPPED IS" IN ALL DIRECTIONS d FULLY FLASH. 12 O m 4 5 TYPICAL SIDING: NO � cu � O I. SEE NOTE AT BUILDING SECTION FOR MI NIMUM to Q a O CONSTRUCTION STANDARDS 2. CEDAR 5HINGLE SIDING TO MATCH EXISTING. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION BEFORE INSTALLATION OTYPICAL 5/4"x4-1/2" 'AZEK' (OR: Ea.): I. PROVIDE AT GABLE FRIEZE BOARDS I O5/4"x5" 'AZEK' (OR Ea): I. PROVIDE AT HORIZONTAL FRIEZE BOARD To MATCH EXISTING. F.F. OTYPICAL 'AZEK' (OR EOJ WINDOW TRIM: 1 , I. PROVIDE AROUND WINDOWS To MATCH EXISTING. T ONEW 6" SEAMLESS GUTTERS $ '.DOWNSPOUTS; _ WHITE 4 ALUMINUM (TYP.) 1�, O10 REMOVE, RELOCATED, 4 RESET EXIST. ELEC. AS PER 2 T ELECTRICAL CODE 4 UTILITY CODE STANDARDS 11 NEW DRYER VENT: - - ---.. -- INSTALLED PER MANUF. SPEC. r , q --_ -- - --__— - -------- - — F.F. 45° ZONING — CONTRACTOR TO VERIFY ALL 'DOOR/WINDOW PYRAMID PLANE TRIM, FASCIAS, SOFFITS, ROOFING AND 51DINO I — — — • TO MATCH EXISTING 7 LOLL �I 4 nn 11 W -� 8 ll 1 0 j�Ll I A-401 SOUTH ELEVATION (FRONT) 50ALE: 1/4" = I'-O" to z w O >U W 12 10 w " PROJECT: F.F. BROWN _ _ _ - ADDITION GT 2 10575 OLD SOUND AVENUE D 2 ____.--__--_ - - ---_— - — MATTITUCK, N.Y. 11952 - r—= _ - - --- ----- 6 12 12 — — _____ ' DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS - F.F. ---- _-- — -— ---------- - a T l0 5 PAGE: A-201m00 Q a a a X Ll I n F.F. F.F.10 I FLF. I I - DATE: 08/14/25 9 OF 11 IIII i I I III — o II II II II � - - A M';• ti PIEST ELEVATION (LEFT) NORTH ELEVATION (REAR) SCALE: I/4" = I'-O" 5GALE: 1/4" = I'-O" t� { 4" FRESH AIR VENT THROUGH ROOF BUILDING SECTION NOTES I I TYPICAL ROOF t GEILINS CONSTRUCTION: 0- O 10 NEW ROOFING A5 NOTED Q I • 1/2" COX PLYWD SHEATHNG (BLOCKING ® ALL PLYWD 0 5111 "1 SEAMS) Lu tL 1 tL • R.R., G.J., 4 G.T. A5 NOTED ON PLANS(® SPANS OVER Lu I � 8' INSTALL "X" BRIDGING® CENTER OF SPAN,U.O.N) .__I cc p • R-41 SPRAY FOAM INSULATION'1" THICK (R=-1/INCH) Q � N 1 PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES v 1 v •- Lo Q I NEW EXTERIOR WALL 0045TRUGTION (TYPJ: b7 O2 • HOUSE MEMBRANE (SEE 5DING NOTE FOR SPEC.'S) UPON O 1 • 1/2" COX PLYWD. SHEATHING (BLOCKING ® ALL PLYWD = _0 O I 5EAM5) UPON w }: • 2"xb" STUDS 0 16" O.G. w/DBL. TOP PLATE EXIST.I O _O CV z 0 • R-14 SPRAY FOAM INSULATION W/R-11 BATT INSULATION ATTIC I 'O Ln U I • 5/&" 6YP5UM BD. WALL FIN15H 1 NEW SIDING NOTE (TYP.) 2 X :3 tV I. INSTALL NEW CEDAR SIDING AS PER ELEVATIONS UPON O O O 4- O 2."TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON _c O m Z; (� NOTE: 5.EXTERIOR WALL CON5TR:ILCTION AS NOTED SEPARATELY CONNECTION 'A' AS 4-J cmf J Ln ALL PLUMBING WORK 4.INSTALL ALL AS PER MAIV. SPEC.'s PER PAGE 6-005 O O 1 v SHALL CONFORM TO NEW RIDGE Q �- 5. PROVIDE ALL NECESSARY TRIM FOR PROPER � 1 LOCAL PLUMBING CODE INSTALLATION PR_OPOS_ED RIDGE_#1 HEIGHT 1 J 6.51DIN6 SHALL EXTEND TC TOP OF FOUNDATION WALL ------ 1 Q 1 PROVIDE "ABE5C0 FP200 FR tL ELEV. +15.3 l p I EXPANDING FOAM" (OR EQUAL) Q 4 TYPICAL FLOOR GONSTRUGTION: __ `EXIST., 0 1 AT ALL PENETRATIONS IN FIRE p O I. FINISH FLOORING TO SELECT - N yyyyy- RIDGE #2 PER PLAN STAIR w I RATED WALLS AND v EGEND 2. 5/4" T36 COX PLYWD. SLBFLOOR GLUED d 5GREWED ' P 1 �n w PROPOSED RIDGE #2 HEIGHT / 12 P� RR I FLOORS/CEILINGS. PRODUCT N HOT WATER 5. F.J. AS NOTED ON PLANS- AT SPANS OVER 8' INSTALL ------------/ F- AF II II ! II II II II II I CONFORMS TO ASTM E 514, -------I SUPPLY, X BRACE ® MID5PAN ELEV. +14.0 -1 g. �'A I 11 l PROP.ATTIC 11 11 I AST E 54, AND UL 14-7Q 4. R-50 BATT INSULATION(ONLY BETWEEN FIRST FLOOR I 4N II SPACE.ACCESS l II II AND FOUNDATION) II NOT Rea.PER 11 I I GOLD WATER II P-50-1•1 II II 2" ~ SUPPLY 5. 2 THK. SPRAY FOAM AT BLDG. PERIMETER RIM JOISTS NEW WOOD FLOOR: G.J. PER P AN � 70 - ___ PROPOSED 4� CONNECTION BI' A5 I T I- PROVIDE NOTE: BATHROOM PROVIDE "ABESGO FP200 FR I. NEW WOOD FLOOR TO MATCH EXISTING. PER PAGE 6-003 I PROPOSED I I ALL PLUMBING WORK EXPANDING FOAM" (OR EQUAL) NEW R.R. TO G.J. �, I BATHROOM I I SHALL CONFORM TO AT ALL PENETRATIONS IN FIRE NEW TILE FLOOR: (`1'/] IY O I. NEW TILE FINISH (H.O. TO SELECT) UPON m I LOCAL PLUMBING CODE RATED WALL5 AND 4B 2 m 0 „1 2 1 :2-11 1 0 CO DORMS ITO A5T E 514,PRODUCT 3 PROP. p �� 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON 4-1 -4 2 1 I -� Q4 q4 5.NEW �" DUROCK GEMENTBOARD (OR EQUAL) UPON w I I w 1 I 1 I A5TM E 54,AND UL 14-111 q - - 3 I I I I :: F- I I 4.NEW " Ta 6 PLYWOOD 5UBFLOOR PRODPEN ED m 5 BATHROOM m 2 GLEAN OUT N I I CONNECTION 'DI' A5 L I 1 AS REQ'D 0 I I3 I I� TYPICAL BATHROOM NOTE: PER NEW STUD TO WG• 1 I V 1 0 IF1 O5 1. WALL BOARD FLOOR ASSEMBLY 1 F A.I. AS READ m - 1 IN - I I- - 1 LU SHOWER I.I. INSTALL MOISTURE RE515TANT GYPSUM BOARD IN U c SHOWER cv 1 :� n I :� cv 1 �I :n ALL BATHROOMS PROP05EDFIIRST FINISHED FLOOR `EXIST., _ 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND - - - 4 4 4B 4 STAIR 2 1 J L ELEV. +I.4' 1 G.O. 1 3' G O L.. Z _. -- L i^E SURROUNDS F.F. /� • - � 2. SHOWER FLOORS ---- - _ I 1 I j 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON �1 PROP. F.J. PER PLA V 1 122. CONCRETE MUD-SET(SLOPE I/8" PER FOOT BASELINE (AVERAGE GRADE) \ I DROP BEAM PER PLAN I W 1 4 NEW I I I I TOWARDS DRAIN) Ui - - - - - - - - - - -I - - �✓ 12"� 4" HOUSE BASEMENT 1 I I I 2.5. WATER PROOF MEMBRANE TO COVER SHOWER ELEV. +O.O - - - 1 cl LAUNDRY 1 FLOOR, WRAP DRAIN 4 ATLEA5T IS" UP WALLS ( I 2 l EXIST. ,MAIN DRAIN G.O. I TO STREET 1 : 1 j j kgATER MAIN 5. SHOWER WALL5 I I A-401 11 ` 5.1. PROVIDE TILE FIN15H AT SHOWER WALLS NEW BASEMENT z I N 1 j �.._. _.._..� BASE-� 2"1 1 - 4 TO SEPTIC w 1 N 5.1.1. NEW TILE AT SHOWER WALL5 TO FROM FLOOR I - I PROP. STEPS MENT Lu LAUNDRY T z I .3 w TO CEILING. (H.O. TO SELECT) CENTER 12 x24" PROP05EP Q 1 I m N I :ry z ( `; BASEMENT o 0 0 0 1 SYSTEM w 11� v NICHE ON SHOWER WALL W/O SHOWER HEAD. e� W 1 WRAP TILE. I ( t 1 Ch' ,7 EXISTING WALLS NOTE: „2 Lojo 1�l I X* IN IRELOG w -FILL FRAMING OF EXISTING ALLS SHALL MATCH SIZE I I I 3 d SPACING OF EXISTING WALL STUDS,U.O.N. I I 0 0 1 WASHER WHERE THE CAVITIES OF EXI5TN6 EXTERIOR WALL5 ARE BA5_EMEN_T FINISHED FLOOR EXPOSED DURING CONSTRUCTION,FILL CAVITIES H/ ELEV. -1.4' -� S.P. FIBERGLASS BATT INSULATION. 6 2 I FLUMB I NO RISER - DRA I N / HASTE / VENT FLUME I NO RISER - SUFFL1' SECTION I -I/A-501 A�O1 A-401 SCALE: NTS SCALE: NTS SCALE: 1/4" = 1'-0" EXIST. EXTERIOR 5HEATHIN6 EXIST. SIDING MATERIAL BUILDING PAPER 8 HOUSE WRAP TO FULLY OVERLAP FLASHING NEW STUD WALL GAP FOR DRAINAGE 5/4'1 COMPOSITE DECKING N•O.N. ON FLAW 1p "Z" FLASHING SEGTIOWDETAILS) Q(2) - LAOZ FLASHINGw EXIST. FLOOR SYSTEMDRIP EDGE P.T. DECK JOIST NEW FLOOR SYSTEM AS NOTED ON PLANS COUNTER AS PER PLANAS NOTED ON PLANS JOISTS A5 PER PLAN FASTENED FLASHING5/8" (P x 5" LONG HEAVY DUTY GAL. w BOLTS ® 16" O.G. INTO MUD SILL 8 RIM BD.;WHEN ® FOUND. WALL FASTEN METAL P50OAL JOIST HANGER w/(2) 51&'1 x 5" LONG APPROVED EA. N'BY J (OR EQUAL) MASONRY ANCHORS ® 16" O.G. . OIST W H "Z" FLASHINGNEN 0 FOUNDATION HALL-[::�� PROJECT: I 1 I O I LEDOER OONNEOT I ON DETA I L I BROWN EXISTING FOUNDATION WALL I 1 PROVIDE S" (MIN) CONS:. COVER A-50 LOO „ _ ® I 1 1 12 ADDITION OF ALL REBAR WITHIN P. GONG. EXISTING CONT. FOOTING SCALE: 1 - 1'-0" ��------ I FOUND. WALLS d P. GONG. FT6'S. PROPOSED RIDGE #2 HEIGHT - 15 EXISTING GONG. SLAB --- ----�� p�N + RR I I �P�- K11- �' SPACE.AGGER 10575 OLD SOUND AVENUE #5 HOR. CONT. R EBAR ® ELEV. +14.0 �.Pti PROP.ATTIC TOP OF NEW FOUND. FIRST FLOOR I NOT'�a•''� WALL (2 TOTAL);MAY ----1 �°'' MATTITUCK N.Y. 11952 OMIT BOTH IF NEW G J. PER PLAN FOOTING ONLY 12" DEEP. I ( L DRAWING TITLE: °J1 al a FINISHED GRADE 5 BUILDING SECTIONS li ° ii L�L� P 7 PROP. CL. HAALL 1- BATHROOM 2 EDGE OF EXISTING PLUMBING RISER DIAGRAMS� 3 COVERED PORCH d ROOF DESIGN DETAILS II ° 1j ° NEW #4 HOOKED VERT. REBAR SPACED HORIZONTALLY ® 48" O.G. TO I ON MEET a Ii 11° (2 VERT. ROWS); DRILL 8 EPDXY PROPOSED ADDITION. .44 II -UNDERPIN 4" INTO EXIST. FOUND WALL L II J1 USING OUIKRETE HIGH-STRENGTH NEW ECLAS PROPOSED FIRST FINISHED FLOOR - - 3 PAGE: WINDOW. SEE PLANS ------- 4 4 4B 4 A-501 °11 X FOR BASEMENT ELEV. +I.4 ANCHORING EPDXY (OR EQJ � - °II 4 - -- - -- -- I1 II PROP. F.J. PER PLAN -- I n , BASELINE (AVERAGE GRADE) _____ A-30J. 00 (3) #5 HOR. CONT. REBAR I ° .I I I a IL r ELEV. +O.O I L CONNECTION VI' AS °II lb L PER PAGE 6-005 44" MAX. UD TO ° WINDOWSILL ____ PROPOSED L FLOOR TASSEMBLY DATE: 08/14/25 10 OF 11 411 THK. P. CONC. SLAB j1 al HEIGHT PER BASEMENT „ „ Ile .° .II R310.2.2 .• � _ L b xb -1Ox10 W.W.M.. BETYEEEN CENTER 8 UPPER A OF SLAB 1 I1 SECURED IN PLACE DURING POUR i� ° 11. I I L ° = 1 I- PROP. STEPS r- L •. I' I -ASPHALTIC, DAMP F--- -- L----- -------- - a I a =J _PROOFING OR 5LIND51DE �x L� 1 I WATERPROOFING TO cn a EXTERIOR 6 MIL POLY .�3" BASEMENT FINISHED FLOOR --- -- �Y,,. _\; - M015TURE RETARDER - _ PROP. P. GONG. FT6. I ----------- ' " C 4" GRAVEL BASE t I'-4" V.I.F. (MIN. 4,000 PSI), DEPENDANT ON WIDTH - -UNDERPINNED = J PROVIDE GLEAN OF EXIST. FTC. (I'-4" MIN)- BENEATH EXIST. COMPACTED FILLL GRAW1-5PACE FT6. SECTION 2-2/A-301 E SCALE: 1/4" = I'-O" QF. VA UNDSI;:FINNED FOOTI NO5 rf EORESS NI NDOkI NELL DETA I L A-301.00 SCALE: 5/4" = I'-O" A-301.00 SCALE: 1/2" = P-O" I i Q 0 Lu ILLII J f6 ° M ° I rn � i I / 7 (D CL � � � 0 I CD I I o 00 � N O M Z; W .N N � c O Q O O � i PROVIDE BEAM SPLICE CENTERED ABOVE COL. n l WHEN NOTED ON PLANS ( 'BOLTS (PREDRILLED) 1 O _ U •- - I. CREATE WINDOW OPENING 2. APPLY WATER-RESISTIVE BARRIER; 3. APPLY SILL FLA5HIN6 AND 4. INSTALL WINDOW AND APPLY 5. APPLY HEAD FLA5HIN6 b. FOLD WATER-RESISTIVE BARRIER OUT MODIFIED AND WRAP AROUND SILL WINDOW SEALANT JAMB FLASHING DOWN AND TAPE OVER GUTS AND SIDES OF WINDOW OPENING 1 , — — — — — — —---� — — — — — T 3/8" THK. . — 5TL. PL. /V43/8" THK. H.D. GALV. PL.NATER-RE515TIVE BARRIER VqI NDON FLASMINO (EXTERIOR DOOiz5 FROM NINDON MANUFACTUREF-v V4,11J GAP PLATE 'A' U A-401.00 SCALE: NTS L- FOR CONNECTION OF STL. COL. TO (2) I-3/4" WIDE < •�0- LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER OR 3.5" WIDE PSL n, Q PROVIDE BEAM SPLICE CENTERED ABOVE COL. 8 (4) 3/&" H.D.G. LAG WHEN NOTED ON PLANS BOLTS (PREDRILLED) I O FLOOR 5Y5TEM AS M 1 1 ) NOTED ON PLAN - - - — — O -\\� � � O - - - - - - PROVIDE 3" (MIN.) GONG. COVER NEW 5TL. GAP FL. 'A', 'B', / FLOOR WOOD BEAM OF ALL REBAR WITHIN P. GONG. OR 'G' (PER BEAM CONFI6) AS NOTED ON PLAN — — — — PROVIDE 5TRAPPIN6 # NAILING FOUND. WALL5 d P. GONG. FT6'5. WELDED TO COL.;SEE GAP PL.DETAILS „ „ 3/8" THK• II AS PER CONNECTION 'D' O NEW D O L N) O (AS STL. PL. I�4�� �4 3/&" THK. H.D. "TYPICAL NAILING/STRAPPING NOTED ON PLAN) OD. GALV. PL. REQUIREMENTS FOR UPLIFT, PROVIDE INSULATION NEW BASE PLATE 'A' SGH 40 HOT DIP 6ALV. SHEAR, b LATERAL RESISTANCE" BETWEEN CAVITIES WELDED TO COL.;SEE ON PAGE 6-003 ® EA. STUD. PER ENERGY TABLE 2-O' LAP STL. COL. (ASTM AI23) BASE PL. DETAILS FOR AS PER FOUND. PLAN BY CAP PLATE 'B' (WHEN APPLICABLE) (TYP) BOLTING 51M5 STEEL (OR EQUAL) FLOOR SYSTEM AS FOR CONNECTION OF STL. COL. TO (3) I-5/4" WIDE NEW (2) 2"xb" P.T. SILL PLATES PROVIDE GOLD JOINT UPON SILL SEAL UPON COPPER NOTED ON PLAN —————————— _ — __� AT GONG. SEAMS (TYP) EXIST. P. GONG. SLAB LVL LUMBER OR (5) 2" WIDE OR (4) 2" WIDE - - I I (PATCH AS REQ'D) TERMITE SHIELD I it DIMENSIONAL LUMBER OR 5.25" WIDE PSL NEW 5/5"0 HOOKED ANCHOR BOLTS ® 311" O.G. w/3" SQUARE- ——————————----- —-I--——-�——� .• e�� .• ��, WASHER d ENDNUT I I If irk I PROVIDE BEAM SPLICE all 00 l z - I EXIST. GRAVEL CENTERED ABOVE COL. (4) 3/8" H.D.G. LAG ----___ _ BASE NEW (2) #5 HOR. WHEN NOTED ON PLANS BOLTS (PREDRILLED)REBAR UPON (2) #5 J II #5 REBAR(TYP) Q NEW IS A "xI5"xl2" DEEP HO - REBAR (4 TOTAL) — — — - — _ P. GONG. PAD FT6. — — — Z I I . =ry,aIIII� IIII EXIST. FILL(MIN. 4,000 P50 >� OI� — 1 / O 2 #5 BENT /2 REBAR (TYP) VGRADE _ �. _ 0 Ird � W cr -W i I STEEL COLUMN l$ FOOT I NO DETAIL - - - - - - A-401.00 SCALE: 3/4" = I'-O" 515" THK. 1 II ;II I I STL. PL. 11/4 IV4 3/&" THK. H.D. o #6 HOOKED VERT. I GALV. PL. REBAR ® 52" O.G. GAP PLATE 'G' PROJECT: CORNER CONNECTION FOR CONNECTION OF STL. COL. TO (5) 1-5/4" WIDE LVL Q I Ip ASPHALTIC DAMP LUMBER OR (5) 2" WIDE OR (4) 2"x WIDE DIMENSIONAL BROWN Ii PROOFING TO EXTERIOR LUMBER OR 5.25" WIDE P5L, AS WELL AS (2) I-3/4" WIDE ADDITION LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER a. l #5 REBAR (TYP) 2'-O" LAP 1 (TYP) 10575 OLD SOUND AVENUE P. GONG. FOUND. WALL ——————- ————————— FLOOR SYSTEM AS MATTITUCK N.Y. 11952 (MIN. 4,000 P51) I I I NOTED ON PLAN 10 Irv �/2- - - - - — ------ OR EK ST . CAP BEAM L. W, T', FLOOR WOOD BEAMII--------�— ---�-------- A5 NOTED ON PLAN DRAWING TITLE: I WELDED TO COL.;SEE CAP 5 _ #4 HOR. CONT. REBAR 0 I I I II PL.DETAILS 1 i _ I I i I x NOTED 5-1/2" ON PLAN)IO O.D.(A5 �4 I I DESIGN DETAILS I TOP, MIDDLE THIRDS, II BOTTOM OF WALL (4 TOTAL) L——I NEW BASE PLATE 'A' ——_—— ——_�——I I I�—————— WELDED TO COL.;SEE SGH 40 HOT DIP 6ALV. lU I P. GONG. CONT. FT6. I I I I 5TL. COL. (A5TM AI23) BASE PL. DETAILS FOR O O - ( A �1 (MIN. 4p00 P51) I I I I BOLTING AS PER FOUND. PLAN BY 3-I/2" O.D. SGH. 40 HOT 11 a " i I li SIMS STEEL (OR EQUAL) DIP GALV. 5TL. COL. •11 4 P. GONG. SLAB Q I <�I „ " -1 D- I I I i #5 BENT PROVIDE GOLD JOINT _ (ASTM AI23) AS PER — II 6 x6 -IOxIO W.W.M. BETWEEN I I I REBAR(TYP) AT GONG. SEAMS (TYP.) NEW 4 THK. P. - = PLAN WELDED TO PL. If CENTER UPPER � OF SLAB GONG. SLAB 8 X8 X3/S THK. PAGE: SECURED IN PLACE DURING POUR r+ I I I I � \` STL. BASE'PL. a A-40loOO ., � �. � .., � I � �., .,` ' .. b •• •, J" -t- O O (4) I/2" HOOKED ANCHOR -4p,. �— �O EMBEDDEDINTO b MIL POLY BOOTING MIN. 4" / M015TURE RETARDER 4" GRAVEL BASE i 3 ( I 3 NEW(5) #5 HOR. OVERSIZED WASHER $ 3" 3" 4" GRAVEL BASE REBAR UPON (5) #5 /. END NUT SETUP (3) #5 R. GONT. REBAR I HOR. REBAR(6 TOTAL) ' DATE: 08/14/25 11 OF 11 NEA_ PROV. GLEAN DEEP P. GONG.PAD — _COMPACT FILL— _ FT6. (MIN. 4,000 PSI) COMPACTED FILL ' 'T' CONNECTION BASE PLATE i A fOUNDATI ON MALL DETAIL REBAR OVERLAP DETAIL STEEL COLUMN FOOTI NO DETAIL 2 STEEL COLUMN CAP BASE PLATE DETAILS 'e-° � t A-401.00 _ _ _ SCALE: 5/4" - 1'-O" SCALE: 5/4" - 1'-O" SCALE: 5/4" - 1'-O" = y,r A-401.00 �.-401.00 ,4-401.00 SCALE: 3" I'-O" �- ( $?; 51TE PLAN HATCH KEY: PROPOSED BUILDING ADDITION m, r ® PROPOSED ACCESSORY STRUCTURE Q PROPOSED 2ND STORY �. ��. W W nn cz o'• J c) Q a-' CV C I.r7 O FA(5E <E� : � >: (.00 O N z 0 N'76 la'50"E ,- _ w.-•,•�^ = ,;";". "'>,.. ;'; ;'::"' ;. ; ..' � +P',.` :; .� >a,;; �� °''''; `~"�s��' /� I PROJECT LOCATION co >' _. "'� �•. ' -i1 , . ., ,�: ?`- ;�t`k, U ;•� ,r, _ a �.�� ,. '_, & SCOPE ° o N 0 EX. CHAIN LINK p* -;.;; �.�•-; ;.�:' i.� : ,:., %:;` e,. ?` ' ;;.:,�' � 0 m + 0 0 •;�;; •-�^,w. ,, f SITE PLAN & ZONING DATA ° co FENCE kJ - t.. '� _ n i 0 co Lo '¢ I (V ' '' «,.t `� .. .�,,, '"1. ",�'xh�',."7°F ':":..(' .-. !" ^L`'+'A :. .y ;.+'�••, lt•. ,,w,,, .it.. r O ,,.�• ,',,'' *`v-w+'•- �.': 4 r.•r~ ' i�b`;3:..rM -:�,...� �" �..M..,;•�, •. ��"'...Y,. q,�, '$� T'.'ti�' `,�-'�4 '� P `;1 emu: - �.. ' . �,�r 1 002.00 GENERAL NOTES i I �:r -t �,< - , . -�`<�, .,,,,.ti. ..�,`.1�'' ,,.. i . " ' s. � � �> yr�•, F ' ' ENERGY TABLE r'4' „ . <�'•;,s, ^' �...1`...r':1•r..W, .4�; ,•A( �•�' 6. ...t '-� LZ ^.i+ ,� rla�. -; r -'` R�� {"* . �Y m.,, /� �� i: t : .� , . .��+►ti �,;� is ,� STRUCTURAL DESIGN CHARTS //�� ' �-., y ,. •i' `+ h=rti M lr 4•i 'try t ♦ f•'• .. r"►.,r, ` ;,..\{t•!'-.� !\'.r) ^'.a�"' 1e':. f : - 04 . �',�. '° ; : ,.�:� ` ti " '},,.%"�i `'`�` "►; :YtY ,, s ,'' ;'�,.,. ,� '--`r •� ; '�' "• "' C�-OO�J.00 HOLDOWN, ANCHOR BOLT, ;: a ,t.�,ir''.c;�x:7j .^ �,T ,. °''' STRAPPING, & NAILING DETAILS EX. STOCKADE , •� � ,^:-� Z}•:. ' .. . .ram=�, � "` 'A ,�;i��, ,,,:,, },�� ta,r; ; . '. ,; : ,� �x"^ FASTENING SCHEDULE ...�J FENCE I �► *, :' ' "4':' = %.',' ' -;; Y "'A.' .:. „r�' ,, ''. t �•�' .� T=: '�., * '?�'.,' �,ar.r•�{.. ,.. .�` ve �, • „+ , " ;; r :A» >~ =�.��� ° «: �, s:y, _ x, N OO4 O® FRAMI .�, :,'•s,r,� ...:.: ,,.. ;`.. ' " � ► - ,' '?' - C-7- NG GRAPHICS `.r`. ,. � _r,= . , : � � ,-�:,;, :,. �, ��;;1 ., � �� ,t°�,r .'•� L CONNECTION BEAM t• t r :d '. -� - `_ - " ,a, ., ��:� - ;,w '';�� ;; IO PATTERNS M• ' ,. - .. �"�`"`.1.r+-' s- ^t' ,,,'ter..: , `, ..a�-;, ' 1�► .•d► .; • ..M ,� 50' EAR YARD SETBACK :, �. '` '', \ { ,� M ;M,,'� \ Ea. •-y,,`.�, ;•a;��� �..'�.:{. '�*,,,�, ,�.+�.�._.••t�� ',y FIREBLOCKING DETAILS .•tit - " cA. :}• �.J; .�' • d: rr • PROPOSED DEMOLITION PLANS ( �ia�7^�?0?�.��iri�!. S`;z1"s>�.��\\','.,,.y� �.1•._ S. ,. ,.. _,.•� 2 .:.._�w/'r ,'/4a •�_~.....j�'17 <� - �."�_, -`� I I LOOATION MAP A- 102 .01 PROPOSED FOUNDATION PLAN n� SCALE: NTS W I I A- 105.01 PROPOSED FIRST FLOOR PLAN I I I I STORY ADDITION AITH FULL E3ATH, OM ORAWLSFACIE Q�-.Q� PROPOSED SECOND FLOOR PLAN I I I EX. STOCKADE FENCE I I � T F=,)AT A ; -2O ,Q I PROPOSED EXTERIOR ELEVATIONS ca W U d PROJECT / ZONING DATA u J -50 BUILDING SECTIONS a Q TAX M1AP # 1000-122-01-04 I • I a it p PLUMBING RISER DIAGRAMS W o W iu^ ZONINeG DISTRICT R40 NON-CONFORMING o �- > Ex. WIRE I DESIGN DETAILS 0 0 FENCE LOT AkREA 0.5 ACRE p 0 LU EXIST. -�-® I ,® I DESIGN DETAILS = = W INGROUND w O I GofO -- DWELLING #Z-310.7Q; 05/03/2005 m0 a SWIMMING p m POOL t11 CofO •- REAR WOOD DECK #Z-31066; 07/26/2005 z0 w o GofO •- INGROUND SWIMMING #35763; O6/21/2012 m g POOL 23' FLOOF, AREAS PER SOUTHOLD TOWN CODE z � w w G 10' AGGE550 Y U) N -� SETBA K EXISTING EXISTING Q 0a. o0. CONDITIONED GROSS F 00 4 I AREA AREA L) ? a as LuEXIST. SHED TO FIRST FLOOR AREA 646 S.F. 744 S.F. - 10.0' 0 TO 10' SETBACK RELOCATED I 5ECOWD FLOOR AREA 436 S.F. 451 S.F. Lo N N v AREA TOTALS 1,052 S.F. 1=5 o m SOUTHOLD TOWN CODE 2aO-207 (A)(1) 00 o 0 PROPOSED PROPOSED CONDITIONED GROSS LOT SIZE / AREA IN ALLOWABLE TOTAL EXIST. WD. AREA AREA EXCESS OF 20,000 21, .0 S.F. 1,77q.0 S.F. GFA GFA PROJECT: DECK FIRST FLOOR AREA 1,001 S.F. I,Oae, S.F. (C) LOTS CONTAINING UP 4,350 S.F.EXIST. OUTDOOR TO 50,000 S.F. MAX. BROWN G SHOWER 1 I SEGOMP FLOOR AREA 436 S.F. 4aI S.F. ALLOWABLE S.F. / PLUS ADDITION IOY OF EXCESS LOT AREA 3,350.0 S.F. 177.ci S.F. 3,527Q. S.F. 1,56q.0 S.F. IAREA TOTALS 1,437 S.F. 1,56ci S.F. OVER 20,000 APPROX. LOCATkON-'/ , OF EXISTING SEPTI•IG 'I in EX. STOCKADE LOT CO)VERAOE 10575 OLD SOUND AVENUE O EXIST. ( FENCE 5OUTHOLD TOWN GORE 2aO-124 (B) MATTITUCK, N.Y. 11952 �15.4' I 16.5'/ m DWELLING I /iN 24.2'I DESGiRIPTION (FOOTPRINT) AREA % LOT TRIO COVERAGE DRAWING TITLE: STORY TOTAL LOT AREA 21,77a.0 S.F. ADDITION I PROJECT LOCATION & SCOPE m/6,8 EXISTIING DWELLING 744.0 S.F. 5.4% SITE PLAN & ZONING DATA EXIST. GOV, PORCH 40' FRONT EXISTIING REAR WOOD DECK 405.0 S.F. I,g901 24.6 YARD SETBACK ( EXISTIING FRONT COVERED I b4.0 S.F. PORGI H 0.830 EXISTIING INOROUND SWIMMING 445.0 S.F. 2.0% PAGE: POOL I I � EXISTIING FRAME SHED 85.0 S.F. 0.4% n? PROPOSED DWELLING ADDITION 544.0 S.F. 1.6% G ®® .1. ® 1. N EXIST TOTAL AREA OF ALL STRUCTURES 2,207.0 S.F. 10.1% I . m p STONE DRIVEWAY MAXIMUM LOT COVERAGE ALLOWED: 2090 DATE: 03/27/26 1 OF 11 � O 0 N ZONING REGULATIONS MAIN BUILDING SITE LAYOUT NOTES: SOUTHO>LD TOWN CODE 2aO-124 (B) L 576°Ib'S0"W a2.50' I. THI5 IS AN ARCHITECT'S SITE PLAN $ IS SUBJECT TO VERIFICATION BY A LICENSED 5URVEYOR. THE INFORMATION REPRESENTED ON THIS SITE PLAN IS TO THE EXIST. PROP. COMPLIES ARCHITECT'S BEST OF KNOWLEDGE. O L D S O U N D A V E N U N0 2. SURVEY INFORMATION WA5 OBTAINED (EXISTING) FROM A SURVEY DATED 04/05/2025 AND PREPARED BY: MIN. 5IIME YARD 15.0' 24.2' 15.4' YES PJM LAND 5URVEYIN5, PLLG MIN. GrOMBI SIDE YARDS 55.0' 56.1' 3CI,6' YES z, 132 GLYDE STREET / SUITE 16 ���� ,.A r •"., WEST SAYVILLE, N.Y. 117116 MIN. REAR YARD 50.0' 155.1' I55.1' YES ; MAXII`11UM HEIGHT 55, 27.7' 271' YES SCALE: 1" = I5'-0" 11 * PROPOSED WORK DOES NOT INCREASE NON-CONFORMING YARD SETBACK '� (5ENEAL_ SYM50L pi DEMOLITION NOTE: NEW PARTIAL HEIGHT PROVIDE SHORING AND SUPPORT TO ALL AFFECTED — EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. STL. STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT Q WHEN APPLICABLE) OF ANY DEMOLITION OR CONSTRUCTION. EXISTING TO REMAIN 0 NEW W W OOD FRAME (L.O. NEW FOUNDATION ALL W cu 5TL. WHEN APPLICABLE) TEMPORARY SHORING/DEMO SEQUENCING NOTES: J C'7 MIN. (2) 2"x4" 5TRUGTURAL // I. INSTALL TEMP. POSTS E 61RDER PER DEMOLITION N NEW I-HR FIRE RATED ® POST FOR 4" WALL5 PLAN d PER DETAILS. (MIN. (2) 2"xb" STRUCTURAL 2.REMOVE EXIST. 61RDER. .� WOOD FRAME (L.G. 5TI_. 5.INSTALL NEW 61RDER PER PROPOSED PLANS;SECURE WHEN APPLICABLE) POST FOR 6 WALL5), U.O.N. EXIST. FLOOR JOISTS TO NEW 61RDER. NEW 2-HR FIRE RATED 4.REMOVE TEMP. POSTS d GIRDERS. WOOD FRAME (L.G. 5T1_. NEW PLUMBING O c N 0 WALL z WHEN APPLICABLE) m '� u) Z c � x :3 O O O 4- i Om a-' � N c O Q a O W 4J 70 z U - W D N a r ry 1 wm® 4-j LJJ IN U WOOD DECK • 215 5F n 1 LLW o a KITCHEN X OUTDOOR 141.1 5F 61.4 SF " IO. GL6. HGHT. dS W V a w rn — AROm _j � a W V (DE o W OO Z w w EXIST. WA5TE PIP O BATHROOM 5 = w 0 7 T SF m C) IX O Z )- Z ua pC DEN O N III.1 5F BEDROOM 2 102.1 5E pap g 8'3" GL6. Z HGHT. 00 Q 00 U Z a Oa. ELECTRICAL METER TO BE RELOCATED PER PROPOSED PLANSLu �, LO O O REMOVE — — — — N C BASEMENT �`-4'-O" ,y' b p o�it EX T. UP p ono c i EXPOSE FOUNDATION AND (NON-HABITABLE) z` O w 1 i� N * ®(IO) �RI 0 FOOTINC75 AS NEEDED FOR STEPPED PROP. 6'2" GL6 <\� I i , 11 11 w ® PROJECT: FOOTINGS. I �� (3 1 h ® ul IIIII HGHT. PORTION OF EXISTING COVERED PORCH TO BE �X xx >�— � I X-. UJ�- REMOVE PORTION OF EXISTING REMOVED. REST OF STRUCTURE TO REMAIN cv PORCH ROOF WHERE PROPOSED BROWN AND AFFECTED EDGE CONDITIONS TO BE W ADDITION ROOF WILL INTERSECT. _ REFRAMED TO MEET PROPOSED ADDITION. SEE PROPOSED ROOF PLANS. ADDITION HALL LIVING ROOM ------- ----- BEDROOM I O r------------- 535E I 159.45E r 136.45E ------------ V3" 01-6. 111 H6HT. HGHT CREATE OPENING IN ; 10575 OLD SOUND AVENUE FCR PROPOSEDUNDATION CRAWL PACE o ' 1 — 1 MATTITUCK N.Y. 11952 ACCESS DOOR. p G S METER III +� X� DRAWING TITLE: EXPOSE FOUNDATION AND uJ 1 1 1 wX 1 FOOTINGS AS NEEDED FOR STEPPED PROP. 1 PROPOSED DEMOLITION PLANS FOOTIN05. 1 I I I COVERED PORCH 216.1 sF PAGE: El A-10loOl DATE: 03/27/26 5 OF 11 FROP05ED BASEMENT DEMOLITION PLAN PROPOSED FIRST FLOOR DEMOL I TI Orel FLAN FROFCSF—D SECOND FLOOR DEMOLITION PLAN 5GALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: I/4" = I'-D" t //�� �I J� �/� I �,/ WALL STUD FRAMING NOTE: ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. 5PEC.'s. SEE PAGE "6-003" FOR NAILING 4 STRAPPING DETAILS. O E I �E RA L S� 15O L < I : COORDINATE PLACEMENT OF WALL STUDS DIRECTLY SEE DOOR SCHEDULE FOR ALL GLA55 DOORS FROM SAME MANUFACTURER PY BENEATH SPECIFICALLY INDICATED JOISTS,BEAMS 4 POSTS; FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER THESE MEMBERS SHOULD NOT FALL SOLELY ON DOUBLE TOP CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOWS - EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT PLATES WITHOUT A WALL STUD DIRECTLY BENEATH. t2 WOOD FRAME (L.G. 5TL. ADDITIONALLY, ENSURE MULTIPLE PLY STUDS PROVIDED AS WINDOW CHART Q WHEN APPLICABLE) INDICATED BY POST/COLUMN DESIGNATIONS. EXISTING TO REMAIN EGRESS CLEAR 0 NEW FOUNDATION WALL WALL STUD TOP/BOTTOM PLATE NAILING: ROUGH OPENING WINDOW DIMENSION OPENING LIGHT VENT LLu NEW WOOD FRAME (L.G. PROV. PROV. 5TL. WHEN APPLICABLE) WHERE 4x OR bx MEMBERS, INCREASE S SPECIFIED IN LIEU OF DOUBLE OR TAG COUNT TYPE MODEL # WIDTH REO'D: 20" TEMP• PER UNIT PER UNIT J v) TRIPLE 2x MEMBERS, INCREASE NAILING CONNECTIONS PER „ M „ „ HEIGHT REG'D: 24 ® MIN. (2) 2 x4 STRUCTURAL / PACE 0-003 BY DOUBLE OR TRIPLE, RESPECTIVELY. WIDTH HEIGHT WIDTH HEIGHT (S.F.) (S.FJ Q a-' N �/ OPEN REO D: 5.'1 S.F. ATED WOOD FRAME(RL.GS'fL. (MIN.r(2) 2"xb" S FOR 4" TRUCTURAL THIS REQUIREMENT 15 NOT NECESSARY WHERE PLANS INDICATE A 3 DOUBLE-HUNG TW2446 2'-b VS" 4'-6 V6" 2'-5 5/6" 4'-6 V6" '1.65 4.31 i POST FOR b" WALLS), U.O.N. SPECIFIC Po5T BASE/GAP OR STRAPPING CONNECTIONS THAT p WHEN APPLICABLE) DIFFER FROM THE STANDARD CONNECTIONS ON PAGE 6-005. B I DOUBLE-HUNG TW3046 3'-2 V8" 4'-6 V6" 3'-I 5/6" 4'-6 76" 5.-i S.F. 10.31 5 0O - _0 (o NEW 2-HR FIRE RATED +� z WOOD FRAME (L.G. S rL. NEW PLUMBING WALL BT I DOUBLE-HUNG TW3046 3'-2 VS" 4'-6 V6" 3'-I 5/6" 4'-6 V6" 5.'I S.F. [� 10.51 5.-10 a0 C N O WHEN APPLICABLE) 'cz u') � 't GT I DOUBLE-HUNG TW2452 2'-b V8" 5'-4 76" 2'-5 5/V 5'-4'1/6" [� 5.10 A IF2.52 C 2 X m N FLOOR PLAN T 5 STRUCTURAL PLAN NOTES o Q o �' O m � DOOR NOTE: 1 UNDER-FLOOR AREA VENTS STACKED POST/COLUMN: N cu OI. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON / O I. NEW Ib"x&" (MIN. SIZE) VENT TO PROVIDE MIN. I S.F. NET S1 LOCATE INDICATED POST/COLUMN BENEATH POS C T/COLUMN Q PLANS BY 'JELD-WEN' (OR EQUAL). VENTILATION OPENING FOR EACH 150 S.F. OF ON FLOOR ABOVE. Q O 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON UNDER-FLOOR SPACE,PER 2025 RCNY5 R40b. : STACKED POST/COLUMN PLANS BY 'THERMATRU' (OR EQUAL). 2. INSTALL AS PER MANU. SPECS WITHIN 3'-0" OF 52 LOCATE INDICATED OLUMNOLUMN ABOVE POST/COLUMN ON 3.NOTE DOES NOT INDICATE EACH NEW DOOR PROPOSED• BUILDING CORNERS. 5EE DE5I6NATIONS 4 DOOR SCHEDULE. 3. SITUATE VENTS WITHIN F.J. BAYS/BETWEEN STUDS AND FLOOR BELOW. 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS, AVOID POINT LOADS FROM ABOVE. IF POINT LOADS LOAD BEARING WALL (ABOVE): U.O.N. UNAVOIDABLE, PROVIDE VBL. RIM J015T ABOVE. 53 AS INDICATED BY DASHED OUTLINE. ALIGN STUDS OF 5. INSTALL AS PER MANU 5PEC.'s 4. PROVIDE FOUNDATION VENT WELL 4 COVER AT ALL BEARING WALLS TO LAND DIRECTLY UPON F.J. OR BEAM 6.PROVIDE (2) 2NIO" HDR.,U.O.N. VENTS BELOW &RAVE; INSTALL PER MANU. SPECS. (WHEN APPLICABLE) BELOW. PROVIDE SOLID BRIDCIN& 7. SEE PAGE 6-003 FOR ALL OTHER FRAMING ELEMENTS DIREGLTY BELOW LOAD BEARING WALL WHEN PERP TO F.J. AROUND DOORS (TYP. FOR ALL) U.O.N. 10 CRAWL SPACE ACCESS DOOR: I. 24"Wx30"H AGGE55 HATGH 54 INTERIOR LOAD BEARING WALL: OSMOKE DETECTOR / GO DETECTOR NOTES: AS INDICATED BY HATCHING SHOWN BELOW. 2 I. CONTRACTOR SHALL PROVIDE COVE COMPLIANT ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY UPON SMOKE /CARBON MONOXIDE COMBINATION DETECTOR 71. R o5T T: F.J. OR BEAM (WHEN APPLICABLE) BELOW. UHARD WIRED TO EACH OTHER w/BATTERY BACKUP. PROVIDE THF-RM05TAT FOR ONE ZONE TO 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES CONNECT TO EXISTING SYSTEM: W SHALL NOT BE REQUIRED WHERE EXISTING ALARMS - ZONE I: DEN M ARE NOT INTERCONNECTED, AS PER NYS R314.4. 2. H.O. TO SELECT MODEL; INSTALL A5 PER EXTENDED FRAMING TO ROOF RAFTERS: - - - - - - - - - - - - -\ 4 J w 5. PROVIDE SMOKE/ Go DETECTORS AS INDICATED, AND MANUF. SPECS 55 PROVIDE FRAMING EXTENDING FROM WALL, BEAM, OR PER GENERAL ELECTRICAL NOTES ON PAGE &-002. HEADER (BELOW) TO SUPPORT R.R(ABOVE). / - - . - - - - - - \ • 4.SMOKE /CO DETECTORS TO MAINTAIN 5' MIN. 12 EXISTING AIR HANDLER NOTE: / \ HORIZONTAL SEPARATION FROM 5UPPLY/RETURN DUCTS O I. A/C COIL TO BE CONNECTED TO EXI5TIN6 AIR HANDLER. 56 HOLDOWN (FOUNDATION TO I5T FLOOR): 4 OPENIN55 TO BATHROOMS W SHOWER OR TUB. INSTALLED PER MANUF. SPECS. HOLDONN 'D' AS PER PAGE 6-003. - - - - - - - - - - - \ \ 5. INSTALL ALL AS PER MANU. SPEG.':s 2.DUCTS TO BE RUN TO ADDITION. USE HOEDOWN MODEL 5THDI4 (RATHER THAN 5THDI4RJ) 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR, FOR FOUNDATION WALLS WITHOUT RIM JOISTS. IN COMPLIANCE WITH LOCAL GORE 3•PRECISE UNIT, PLACEMENT, 4 DUCTS SHALL BE DESIGNED BY OTHERS. O NEW REINFORCED P. GONG. SLAB / \ WINDOW NOTE: 5"1 I. NEW 4" THK. P. GONG. SLAB w/b"xb"-IO/IO W.W.M. UPON I \ O I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN RELOCATED ELECTRICAL METER: 2. 6 MIL POLY VAPOR BARRIER (OMIT FOR SLABS 1 CASEMENT, DOUBLE-HUNG, OR GLIDING (A5 NOTED). 13 REMOVE 4 RESET EXIST. ELEC. METER AND ADD PROPOSED AT EXTERIOR LOCATIONS) UPON INSTALL AS PER MANU. SPEC.'S. DISCONNECT TO CONNECT TO EXISTING PANEL AS PER NYE, 3. 4" (MIN) GRAVEL BASE nl SEE 2.NOTE DOES NOT OIONS WINDOW SCHEDULE .E DON PROPOSED; MECH. CODE, 4 UTILITY CO. STANDARDS. PAD FOOTING I I I W 3. FOR SUBSTITUTIONS, SEE NOTE #q IN "GLA55 WINDOWS NEN NEW GUTTER 58 NOxTEDxDETAIL P P. GONG. PAD FOOTING AS PER DETAIL I Q AND DOORS ON PACE 6-002. SEE SPECIFICATIONS AT ELEVATION NOTES 4.ALL CASEMENT NINDOW5 TO HAVE STRAIGHT ARM HINC-7E. 5. ALL DOUBLE HUNG WINDOWS TO BE: TILT WASH PAD FOOTING b.IN GENERAL, TEMP. GL. SHALL BE PROVIDED: I5 GUTTER HIGH POINT (TYP) SQ 24N24"AV DEEP P. GONG. PAD FOOTING AS PER 6.1. FOR ALL 5KYLIGHT5 4 OPERABLE PANELS OF DETAIL 12/A-402. SWIN61N6, SLIDING, 4 BIFOLD DOORS I6 NEW 4"x3" ALUM. DOWNSPOUT (TYP.) CONTINUOUS FOOTING 6.2. WITHIN IS" OF F.F. HOT WATER PIPING INSULATION: FOOTIN6 AS PER NOTED DETAILS 6.3. WITHIN 24 OF A DOOR 6.4. WITHIN STAIRWAYS 4 WITHIN 36' OF A LANDING 6.5. WITHIN TUB/SHOWER ENCLOSURES MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE b.b. SEE ALSO GENERAL NOTES ON PACE 6-002 INSULATED TO AN R-VALUE OF NOT LESS THAN R-3 FOR THE 511 TYPICAL P. GONG. FOOTING 8 WALL CONSTRUCTION: "1. SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND FOLLOWING CONDITIONS PER 2020 NYE, EGG R403.4 4 R403.5: (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD NINDONS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM1 4 SILL SEAL I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING ANCHOR BOLTS AS PER PAGE 6-003 - L - - - - 8.WINDOW J (2) 2ON HEADER U.O.N.FALL PROTECTION SHALL BE PROVIDED PER FLUIDS >105°F OR <55°F (R403.4) • P. GONG. FOUND. WALL A5 PER DETAIL UPON NYS R512.2 FOR OPERABLE WINDOWS WITH SILL HEI&HTfS 2. PIPING J" AND LARGER IN NOMINAL DIAMETER P. GONG. FOOTING AS PER DETAIL LF-55 THAN 24" ABOVE F.F., THAT ARE MORE THAN -72" 5. PIPING SERVING MORE THAN (1) DWELLING UNIT ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR ABOVE GRADE OR THE ADJACENT SURFACE AT THE 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE B.O. FOOTING 3'-0" BELON GRADE MIN. BUILDING EXTERIOR. 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD • I/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN EGRE55 NOTE: b. PIPING LOCATED UNDER A FLOOR SLAB APPLICABLE) IN COMPLIANCE WITH NEW YORK STATE BUILDING 1. BURIED PIPING • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / I U GORE, SECTION R310.2.1;THE FOLLOWING MEANS OF 5. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS STOOPS (WHEN APPLICABLE) F- a. < EGRE55 SHALL BE FOLLOWED: OTHER THAN DEMAND RECIRCULATION SYSTEMS. . MASON TO ACCOUNT FOR FINISH STONE ON THIN SET w N NET CLEAR OPENIN6........... 5.1 S.F. FOR HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) -j NET CLEAR HEIG a:HT............... 24" MINIMUM HIGH EFFICIENCY LAMPS: a NOT LESS THAN C10% OF THE PERMANENTLY INSTALLED LI6HTIN6 NET CLEAR WIDTH................. 20 MINIMUM TYPICAL LEDGER BOARD: I a it , FIXTURES SHALL CONTAIN ONLY H16H-EFFICACY LAMPS, AS PER ®I (I) 2" w U NEW FLOOR: 2020 NYS E I. x BD. TO MATCH DEPTH OF JOISTS 4 UPSET EGG R404.1 O w BEAMS (NHEN APPLICABLE) o t` > O I. NEN J" PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW);; 2. P.T. gD. FOR EXTERIOR INSTALLATIONS O SCREN PERIMETER OF SHEATHIN6 6" O.G. 4 12" O.G. ® 3. SECURED w/(2) 5/8" 0 x 5" LONG H.V. GAL. LAO Z ui a w INTERIOR. BOLTS ® 16" O.G. Z 2.NEN FINISHED WOOD FLOOR TO MATCH EXI5TIN6. 4. INSTALL H.D. 6ALV. J015T HANGERS BY 5IMP50N (OR Q TYPICAL BATHROOM NOTE: EQUAL) 00 V it O I. WALL BOARD 5. FOR EXTERIOR INSTALLATIONS, PROVIDE FLASHING _ _ 00 1.- } I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN TUCKED UNDERNEATH 51DINO 4 BENT OVER TOP EDGE ALL BATHROOMS OF LEDGER BD. c/O_� 2 0 1.2. INSTALL CONCRETE BOARD IN ALL SHONER5 AND I N Q m TUB SURROUNDS BEAM POCKET: I. POCKET SHALL PROVIDE BEARING SUPPORT TO FULL m . 2. SHOWER FLOORS N pp NIDTH OF BEAM, FOR A LENGTH OF � THE WALL H O 2.1. NEN TILE FINISH (H.O. TO SELECT) UPON w w THICKNESS (3.5" MINIMUM). EXI . WASTE PI EXISTING Z (n N N 2.2. CONCRETE MUD-SET (SLOPE 115 PER FOOT I w TOWARDS DRAIN) UPON 2. PROVIDE �" AIR SPACE AROUND ENDS AND TOP OF w DUTCH g a a a 2.5. WATER PROOF MEMBRANE TO COVER SHOWER BEAM TO PROMOTE AIR CIRCULATION 4 I SEAL EXIST. WALL LL o p 00 pm FLOOR, WRAP DRAIN 4 ATLE:A5T 15" UP WALLS 3. PROVIDE COPPER FLASHING BETWEEN ALL NooD AND a m 0 Z a a 3. SHOWER WALLS CONCRETE INTERFACES 0° 5.1. PROVIDE TILE FINISH AT SHOWER WALLS 4. BEAM SHALL REST ON &ALV. STEEL SHIMS;GROUT IN m m 5.1.1. NEN TILE AT SHOWER WALLS TO FROM FLOOR PLACE ONCE BEAM PLACED. Q TO CEILING. (H.O. TO SELECT) CENTER I2"x24"' ~_ UNDERPINNING NOTE: EXIST. 6A5 N N NICHE ON 5HOWER WALL W/O SHOWER HEAD. ®I FUT &A WRAP TILE. V.I.F. DEPTH OF EXIT. FOUND. WALL FOOTING AND UNDERPIN I6'-6° 1 EXIST. 4. 8- NICHE P. GONG. FTG BENEATH IF REQUIRED PER NEW GONG. R TED VIA I 6A5 vi N NEW EXHAUST FAN SHALL BE INSTALLED WHERE SLAB DEPTH ® BASEMENT PER NOTED DETAIL 511 GHIK1 EY FLUE. INSTANT Q M O6 VENTILATION 15 NOT MET BY MEANS OF NATURAL 56 I 0. D.H.W. O El CIRCULATION THROUGH WINDOWS OR DOORS TO 3'-O" A-3ol 5'-4" w V.I.F.THAT E.P. O O OUTDOOR SPACES AS PER NYS MECH. CODE SECTION - - - - - - - - N REMAINS POST d COLUMN DESIGNATIONS: AGE551BLE i^U PROJECT: 405.5.2.5; INSTALL AS PER MANU. SPECS POSTS 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED _ X ''. w PROP.WASTE 12 I AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY - - - - - - PIPE NEW PLUMBING FIXTURES: SUCH MEMBERS ARE NOT NECESSARY EL5ENHERE, AS SPECIFIED a 56LL LOCATION. BROWN O ALL NEN PLUMBING FIXTURES TO COMPLY NITH PG 405. BY OTHER CONSTRUCTION DOCUMENT NOTES 4 STANDARD SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. FRAMIN6 REQUIREMENTS. I � NEW TILE FLOOR: A2 (2) 2"x4" POST B2 (2) 2"xb -4 " POST AIL o - ` � L011 , 58 �"�"""` "� ' ADDITION O I. NEN TILE FINISH (H.O. TO SELECT) UPON b Q O ( m 51 2.ONE LAYER THIN5ET (LEVELED PROPERLY) UPON I r x= 5 I- 3.NEN " DUROCK CEMENTBOARD (OR EQUAL) UPON A3 (5) 2"x4" POST g3 (5) 2"x6" P057 ® 2 6q(2) I.-5" 5" A-401 F 4.NEW " PLYWOOD 5U5FLOOR BENEATH (GLUE 4 SCREN);; ® FLUS B EXIST. 2"xb"(TRUE) SOREN PERIMETER OF 5HEATHIN6 6" O.G. 4 12" O.G. ® A4 (4) 2"x4" POST B4 (4) 2"xb" POST 6 53 I = Ex ^I 6 F.J. ® 20" O.G. �� 10575 OLD SOUND AVENUE INTERIOR. ®- ®`-❑ I •., I Q MATTITUCK, N.Y. 11952 I-I _ 5 xQ.25 NEW 0 1:.'1 NEW q.25 ►= AS (5) 2"x4" POST B5 (5) 2"x6" POST I A-501 .ry 2.OE LVL DROP BM 2.25E LVL DROP BM Q WASEAL LLS 4 I�° Io'-2" zx FLOOR 1 m ' DRAWING TITLE: ®---�G 4"x4" POST ®---F 6"xb" POST 58 � $ ry w o x o m 51 iu° PROPOSED FOUNDATION PLAN D 4"xb" P05T F b"xl0" P05T ' 5 . • I 0 v I ,cv r X ® I to A-401 3-1/2" D.D. SCH 40 5-1/2" O.D. SCH 40 \ 3 !,xu ° I L 5TL. COL. (A5TM 0-7[H] 5TL. COL (ASTM I z ® 57 u 1 +� EXISTING 6AI23) BY SIMS u AI23) BY SIM5 I 6A5 METER TYPICAL DOOR/WINDOW HEADER NOTE: ,• I I � PROVIDE (2) VxIO" HEADERS AT ALL DOORS 4 NINDONS, U.O.N. STEEL (OR ED.) STEEL (OR EO) I I A-301 SEE PAGE G-003 FOR NAILING/STRAPPIN6/FRAMIN6 REQUIREMENTS _ NE}� ,m, _ o PAGE: (BY OPENING WIDTH) THAT SHALL BE PROVIDED, U.O.N. 501L BEARING CAPACITY NOTE: 2.OE :LVL DROP BM SUCH TYPICAL HEADERS ARE PORTRAYED ON PLANS AS SUCH: STRUCTURAL DESIGN OF FOOTINGS ASSUMES A 501L - - BEARING CAPACIT'f OF 1.0 TOWS.F. - - - - - - - - - - -� J I56 56 BEARING CAPACITY OF 501E MUST BE VERIFIED BY A �• I � r Q I A-102001 6EOTECHNICAL ENGINEER, OR BY A TEST HOLE IDENTIFYING - _ EXISTING SOIL TYPES ON 51TE AND THEIR ASSOCIATED PRESUMPTIVE LOAD-BEARING VALUES. 56 3'-0" 9 �3'-O" 56 EXISTING PORCH I4'-2" 6'-10" 5TRUCTUIRZ DATE: 03/27/26 6 OF 11 DOOR SCHEDULE DOOR �F- MATERIAL - - - - - - - - - - - - - - - FIRE RATING - - - - ,- TAG DESCRIPTION MANUFAtOTURER p 45 MIN. RATED NOTES - - - WIDTH HEIGHT O I, F- < SELF-CLOSING /f. ti FIRST FLOOR 101 INTERIOR SWING; I JELD-WEN 2'-4" b'-8" • 102 DOUBLE SWING JELD-WEN 2'-4" 6'-8" 1037F DOUBLE SWING JELD--WEN 4'-O" b'-8" i • I�� SCALE: I/4" = I'-O" = iiIl A� 4�21 d F✓ 104 DO UBLE SWING JELD--WEN 4'-O" 6'-8" ��� 0EI �1�/� I WALL STUD FRAMING NOTE: ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "G-003" FOR NAILING 4 STRAPPING DETAILS. I `tE RAC I I I O J� : COORDINATE PLACEMENT OF WALL STUDS DIRECTLY SEE DOOR SCHEDULE FOR ALL 5LA55 DOORS FROM SAME MANUFACTURER BENEATH SPECIFICALLY INDICATED JOISTS,BEAMS 4 POSTS; FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER THESE MEMBERS SHOULD NOT FALL SOLELY ON DOUBLE TOP ** CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOWS NEW PARTIAL HEIGHT PLATES WITHOUT A WALL STUD DIRECTLY BENEATH. a - EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. 57L. ADDITIONALLY, ENSURE MULTIPLE PLY 5TUD5 PROVIDED AS WINDOW CHART Q EXISTING TO REMAIN WHEN APPLICABLE) INDICATED BY POST/COLUMN DESIGNATIONS. EGRESS CLEAR 0 NEW FOUNDATION WALL WALL STUD TOP/BOTTOM PLATE NAILING: ROUGH OPENING WINDOW DIMENSION OPENING LIGHT VENT W NEW WOOD FRAME (L.G. PROV. PRO\/. STL. WHEN APPLICABLE) WHERE 4x OR bx STUD/POSTS SPECIFIED IN LIEU OF DOUBLE OR TAG COUNT TYPE MODEL # TEMP. J C6 WIDTH REC;Z D: 20 PER UNIT PER UNIT � TRIPLE 2x MEMBERS, INCREASE NAILING CONNECTIONS PER HEIGHT REOV: 24" PAGE 6-003 BY DOUBLE OR TRIPLE, RESPECTIVELY. WIDTTH HEIGHT WIDTH HEIGHT OPEN REO'D: 5.7 S.F. (S.F.) (S.F) Q a..r N WOOD FRAME (LL..G.STL. ® P05T FOR 4" HALLS,UCTURAL �/ THI5 REQUIREMENT IS NOT NECESSARY WHERE PLANS INDICATE A 3- I- DOUBLE-HUNG TW2446 2-6 VS 4-6 VSIF 2-5 5/8 4-6 V6 -1.65 4.31 0 WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL SPECIFIC POST BASE/GAP OR 5TRAPPIN6 CONNECTIONS THAT O w Q P05T FOR 6" WALLS), U.O.N. DIFFER FROM THE STANDARD CONNECTIONS ON PAGE 6-003. B I DOUBLE-HUNG TW3046 3'-2 V8" 4'-6 V6" 3'-I 5/6" 4'-6 V6" 5.-1 S.F. 10.31 5.,70 (� NEW 2-HR FIRE RATED z WOOD FRAME (L.G. 51'L. NEW PLUMBING WALL BT I DOUBLE-HUNG TW3046 3'-2 V8" 4'-8 V6" 3'-I 5/6" 4'-8 V6" 5.'7 S.F. [� 10.31 5.70 a0 C N Q WHEN APPLICABLE) 'ca Ln � I GT I DOUBLE-HUNG ETW2452 2'-6 V8" V-4 V6' 2'-5 5/6" V-4 7V' [� 5.I0 2.82 X CV FLOOR PLAN T S p .- STRUCTURAL PLAN NOTES o Q m (.0 DOOR NOTE: U STACKED POST/COLUMN:NDER-FLOOR AREA VENTS 4-J Q +� q Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON / I. NEW I6"x8" (MIN. SIZE) VENT TO PROVIDE MIN. I S.F. NET SI C NO PLANS BY 'JELD-WEN' (OR EQUAL). I VENTILATION OPENING FOR EACH 150 S.F. OF LOCATE INDICATED POST/COLUMN BENEATH POST/COLUMN Q Q d O 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON \ UNDER-FLOOR SPACE, PER 2025 RCNYS R405. ON FLOOR ABOVE. PLANS BY 'THERMATRU' (OR EQUAL), 2. INSTALL AS PER MANU. SPECS WITHIN V-O" OF STACKED P05T/COLUMN: 3.NOTE DOES NOT INDICATE EACH NEW DOOR PROPOSED- BUILDING CORNERS. 52 LOCATE INDICATED P05T/COLUMN ABOVE POST/COLUMN ON SEE DE516NATIONS 4 DOOR SCHEDULE. 3. SITUATE VENTS WITHIN F.J. BAYS/BETWEEN STUDS AND FLOOR BELOW. 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS, AVOID POINT LOADS FROM ABOVE. IF POINT LOADS ^ ` U.O.N. UNAVOIDABLE, PROVIDE DBL. RIM J015T ABOVE. LOAD BEARING WALL (ABOVE): W 5. INSTALL AS PER MANU SPEG.'s ( 4. PROVIDE FOUNDATION VENT WELL 4 COVER AT ALL 53 AS INDICATED BY DASHED OUTLINE. ALIGN STUDS OF 6.PROVIDE (2) 2"xl0" HDR., U.O.N. VENTS BELOW GRADE; INSTALL PER MANU. SPECS. BEARING WALLS TO LAND DIRECTLY UPON F.J. OR BEAM �..� 7. SEE PAGE 6-003 FOR ALL OTHER FRAMING ELEMENTS (WHEN APPLICABLE) BELOW. PROVIDE SOLID BRIDGING AROUND DOOR5 (TYP. FOR ALL) U.O.N. CRAWL SPACE AGGE55 DOOR: DIREGLTY BELOW LOAD BEARING WALL WHEN PERP TO F.J. l0 SMOKE DETECTOR / GO DETECTOR NOTES: I. 24"Wx30"H AGGE55 HATCH INTERIOR LOAD BEARING WALL: O O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT AS INDICATED BY HATCHING SHOWN BELOW. T SMOKE /CARBON MONOXIDE COMBINATION DETECTOR ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY UPON r 1 HARD WIRED TO EACH OTHER N/ BATTERY BACKUP. II I. PROVIDE THERMOSTAT FOR ONE ZONE TO F.J. OR BEAM (WHEN APPLICABLE) BELOW. `�f • 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES CONNECT TO EX15TINS SYSTEM: ^ ` SHALL NOT BE REQUIRED WHERE EXI5TIN6 ALARMS - ZONE I: DEN W ARE NOT INTERCONNECTED, A5 PER NY5 R314.4. 2. H.O. TO SELECT MODEL; INSTALL AS PER M 3.PROVIDE SMOKE/CO DETECTORS AS INDICATED, AND MANUF. SPECS EXTENDED FRAMING TO ROOF RAFTERS: 1 1 1 PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. SS PROVIDE FRAMING EXTENDING FROM WALL, BEAM, OR • 4.5MOKE /GO DETECTORS TO MAINTAIN 5' MIN. HEADER (BELOW) TO SUPPORT R.R (ABOVE). HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS 12 EXISTING AIR HANDLER NOTE: I. A/C COIL TO BE CONNECTED TO EXISTING AIR HANDLER. HOEDOWN (FOUNDATION TO IST FLOOR): 4 OPENIN65 TO BATHROOMS W SHOWER OR TUB. INSTALLED PER MANUF. SPECS. O 5. INSTALL ALL AS PER MANU. SPEC.'s HOEDOWN 'D' AS PER PAGE 6-003. 2.DUCTS TO BE RUN TO ADDITION. USE HOLDOWN MODEL STHDI4 (RATHER THAN STHDI4RJ) 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 3.PRECISE UNIT, PLACEMENT, 4 DUCTS SHALL BE DESIGNED FOR FOUNDATION WALLS WITHOUT RIM J0I5T5. Q IN COMPLIANCE WITH LOCAL CODE BY OTHERS. WINDOW NOTE: NEW REINFORCED P. GONG. SLAB i- O3 I. ALL NEW WINDOWS 4 DOORS SHALL. BE ANDERSEN RELOCATED ELECTRICAL METER: 57 I. NEW 4" THK. P. GONG. SLAB w/6"xb"-10/I0 W.W.M. UPON +' 13 2. 6 MIL POLY VAPOR BARRIER (OMIT FOR SLABS CASEMENT,DOUBLE-HUNG,OR GLIDING (AS NOTED). O REMOVE 4 RESET EXIST. ELEC. METER AND ADD W m® • INSTALL AS PER MANU. SPEC.'S. DISCONNECT TO CONNECT TO EXI5TIN6 PANEL AS PER NYS PROPOSED AT EXTERIOR LOCATIONS) UPON 2.NOTE DOES NOT INDICATE EACH NE:W WINDOW PROPOSED; MECH. CODE, 4 UTILITY CO. STANDARDS. 3. 4" (MIN,) GRAVEL BASE nl SEE DESIGNATIONS 4 WINDOW SCHEDULE. PAD FOOTING W 5.FOR SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS 14 NEW GUTTER Sg IS"x18"xl2" DEEP P. GONG. PAD FOOTING AS PER DETAIL Q AND DOORS" ON PAGE 6-002. SEE SPECIFICATIONS AT ELEVATION NOTES NOTED DETAIL. 4.ALL CASEMENT WINDOWS TO HAVE 57RAIOHT ARM HIN&'E. 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH PAD FOOTING b.IN 6ENERAL, TEMP. &L. SHALL BE PROVIDED: IS GUTTER HIGH POINT (TYP.) O 6.1. FOR ALL SKYL16HT5 4 OPERABLE PANELS OF S9 24"x24"x12" DEEP P. GONG. PAD FOOTING AS PER EXIST, WOOD SWINGING, SLIDING, 4 BIFOLD DOORS „ „ DETAIL 12/A-402. DECK I6 6.2. WITHIN 15" OF F.F. NEW 4 x3 ALUM. DOWNSPOUT (TYP) CONTINUOUS FOOTING 275 5F 6.5. WITHIN 24" OF A DOOR >I 16"x5" DEEP P. GONG. CONTINUOUS 6.4. WITHIN STAIRWAY5 4 WITHIN 36 OF A LANDING HOT WATER PIPING INSULATION: FOOTING AS PER NOTED DETAIL 6.5. WITHIN TUB/SHOWER ENCLOSURES MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE 6.6. SEE ALSO GENERAL NOTES ON PAGE 6-002 INSULATED TO AN R-VALUE OF NOT LE55 THAN R-3 FOR THE TYPICAL P. GONG. FOOTING WALL CONSTRUCTION: 7. SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND FOLLOWING CONDITIONS PER 2020 NYS EGG R403.4 4 R405.5: Sil WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM • (2) 2 xb P.T. SILL PLATES w/COPPER TERMITE SHIELD (2) ovis HEADER U.O.N. I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING 4 SILL SEAL - - - - - - - - - - 5.WINDOW FALL PROTECTION SHALL BE PROVIDED PER FLUIDS >l05°F OR <55°F (R403.4) • ANCHOR BOLTS AS PER PAGE El�� DETAIL P. GONG. FOUND. WALL AS PER DETAIL UPON NY5 R512.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS 2. PIPING AND LARGER IN NOMINAL DIAMETER • P. GONG. FOOTING AS PER DETAIL LESS THAN 24" ABOVE F.F.,THAT ARE MORE THAN 72" 3. PIPING SERVING MORE THAN N DWELLING UNIT I 26"x44" D.H. ABOVE GRADE OR THE ADJACENT SURFACE AT THE 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR _ SILL:36' BUILDING EXTERIOR. 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD • B.O. FOOTING 3'-O' BELOW GRADE MIN. 6. PIPING LOCATED UNDER A FLOOR SLAB • 1/2 EXPANSION JOINT ® PERIMETER OF SLAB (WHEN N EGRESS NOTE: '1. BURIED PIPING APPLICABLE) � IN COMPLIANCE WITH NEW YORK STATE BUILDIN6 1ul.�� w 5. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS AIR ENTRAIN P. GONG. FOR PORCHES/PATIOS GORE, SECTION BE FO.I;THE FOLLOWING MEANS OF OTHER THAN DEMAND RECIRCULATION SYSTEMS. STOOPS (WHEN APPLICABLE) I� - I- nQ. EGRESS SHALL BE FOLLOWED: MASON TO ACCOUNT FOR FINISH STONE ON THIN SET EXIST. w U) NET CLEAR OPENIN(S........... 5.7 S.F. NET CLEAR HEIGHT............... 24" MINIMUM HIGH EFFICIENCY LAMPS: FOR HEIG OUTDOOR HT OF WALL 4 SLAB (WHEN APPLICABLE) � i � ��NOT LE55 THAN 410% OF THE PERMANENTLY INSTALLED L16 Q:t KITCHEN p HTING N � _NET CLEAR WIDTH................. 20" MINIMUM SHOWER � Q FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, AS PER ® TYPICAL LEDGER BOARD: �L 141.I SF 61.4 5F Q w NEW FLOOR: 2020 NYS EGG R404.1 I I. (1) 2"x BD. TO MATCH DEPTH OF JOISTS 4 UPSET < o w C) p O4 a N 7'10' GL6. p w I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); BEAMS (WHEN APPLICABLE) � 1 � HGHT. I p ~ O SCREW PERIMETER OF SHEATHING b" O.G. 4 12" O.G. ® 2. P.T. BD. FOR EXTERIOR INSTALLATIONS - O p INTERIOR. 3. SECURED w/(2) 5/6" O x 5" LONG H.D. GAL. LAO Uhl 0 � w 2.NEW FINISHED WOOD FLOOR TO MATCH EXI5TIN6. BOLTS a 16" O.G. p I } = Z a 4. INSTALL H.D. 6ALV. JOIST HANGERS BY '51MPSON' (OR IY = w TYPICAL BATHROOM NOTE: EQUAL) 4 O5 1. WALL BOARD - O 5. FOR EXTERIOR INSTALLATIONS, PROVIDE FLASHING F- Q I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN Li - Z >- ALL BATHROOMS TUCKED UNDERNEATH SIDING 4 BENT OVER TOP EDGE CHEST Z w W_ OF LEDGER BD. 1.2. INSTALL CONCRETE BOARD IN ALL 5HOWER5 AND, w Z TUB SURROUNDS BEAM POCKET: _� m g 2. SHOWER FLOORS I. POCKET SHALL PROVIDE BEARING SUPPORT TO FULL 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON ? ? to m p p WIDTH OF BEAM, FOR A LENGTH OF � THE WALL A` - H O w w 2.2. CONCRETE MUD-SET (SLOPE I/8" PER FOOT THICKNESS (3.5" MINIMUM). - c�V p N w TOWARDS DRAIN) UPON Q 0 0 2.5. WATER PROOF MEMBRANE TO COVER SHOWER 2. PROVIDE " AIR SPACE AROUND ENDS AND TOP OF x J x-1 Q 00 FLOOR, WRAP DRAIN 4 ATLEAST 15" UP WALLS BEAM TO PROMOTE AIR CIRCULATION m`� m 0 0 ~ a a 3. SHOWER WALLS 5. PROVIDE COPPER FLASHING BETWEEN ALL WOOD AND PLAN NOTE: Z CONCRETE INTERFACES ALL INTERIOR DOORMIWODH _ Ip 5.1. PROVIDE TILE FINISH AT SHOWER WALLS TRIM,BA5EBOARD AND MOM MODIFIED 4. BEAM SHALL REST ON 6ALV. STEEL SHIMS;GROUT IN i DINING ROOM 5.1.1. NEW TILE AT 5HOWER WALLS TO FROM FLOOR MOULDIN6 TO MATCH EXISTriN6 m TO CEILING. (H.O. TO SELECT) CENTER 12"x24" PLACE ONCE BEAM PLACED. Q I Isa.T 5F NICHE ON SHOWER WALL H/O SHOWER HEAD. UNDERPINNING NOTE: N co WRAP TILE. V.I.F. DEPTH OF EXIT. FOUND. WALL FOOTING AND UNDERPIN I6'-6" GL6. ? w � C NEW P. GONG. FT6 BENEATH IF REQUIRED PER NEW GONG. 5'-�2" 5'-�2" 3'-6" p:t HGHT. p�t p SLAB DEPTH 0 BASEMENT PER NOTED DETAIL Q O O ONEW EXHAUST FAN SHALL BE INSTALLED WHERE 13 �� N o0 M 6 VENTILATION 15 NOT MET BY MEANS OF NATURAL ui x J p CIRCULATION THROUGH WINDOWS OR DOORS TO - - - - - F - x q) EXIST. HVAG OUTDOOR SPACES AS PER NYS MECH. GORE SECTION 54 in m`� RETURN BELOW m N 0 405.5.2.5; INSTALL AS PER MANU. SPECS P05T 4 COLUMN DESIGNATIONS: PROJECT: P05T5 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED NEW PLUMBING FIXTURES: AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY _ CLOSET 11.5 5F LOSET 11.5 5F CLOSET 7.0 5F O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED O _ _ - B4F - _ 4'-O"- BROWN SEE ALSO PLUMBING GENERAL NOTES ON PAGE 0-002. BY OTHER CONSTRUCTION DOCUMENT NOTES 4 57ANDARD cV 51 it DBL J015T NEW TILE FLOOR: FRAMING REQUIREMENTS. k I � v I � v I ry b� A2 ,� EXIST. LIVING 24"x56" D.H. ADDITION O I. NEW TILE FINISH (H.O. TO SELECT) UPON A2 (2) 2"x4" POST B2 (2) 2"xb" POST z• ROOM 2.ONE LAYER THIN5ET(LEVELED PROPERLY) UPON 3.NEW " DUROGK CEMENTBOARD (OF: EQUAL) UPON 3 o Q I tt ? p ® rr5 5F SILL:24"s 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); A3 (5) 2"x4" POST B3 (5) 2"xb" 1-05T I PROPC PROPOSED cxv 2 \ m EH2 xSCREW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. ® E 1_7)DEN -� 4 2"xlR wINTERIOR. IEB­A4 (4) 2"x4" POST B4 (4) 2"xb" POST BT `GAT �RALcos 5F I x N 10575 OLD SOUND AVENUE -I I GEILINt� • m° MATTITUCK, N.Y. 11952 (5) 2"x4" POST BS (5) 2"xb" POST A-301 _ 1111 5M/GO m 4 I EXIST. FALL _ DRAWING TITLE: r � O I ®---� 4"x4" POST �-� 6"xb" POST - (V N RAL LI HT 4 �t 8 8'3" GL6. 'V NTILATION 5 I HGHT. I o PROPOSED FIRST FLOOR PLAN D 4"xb" P05T F 6"xl0" P05T FLOOi� 17 S.F. = 7t, 3-1/2" O.D. SGH 40 5-1/2" O.D. SCH 40 S.F. REQ. S.F. PROV. J '^ 1 mSTL. COL. (ASTM STL. COL (ASTM LIGH 24 x56 D.H. O---a REO; 13.6 S.F. 35.Q S.F. � O. L SILL:24" TYPICAL DOOR/WINDOW HEADER NOTE: AI23) BY SIMS AI23) BY SIMS 5 mSTEEL (OR EO) STEEL (OR EO) VENT PROVIDE (2) 2"xl0" HEADERS AT ALL DOORS 4 WINDOWS, U.O.N. 6.5 S.F. 20.0 5. 44"x5cl" S.H. OTTO. SEE PAGE 6-003 FOR NAILING/57RAPPIN6/FRAMIN6 REQUIREMENTS REQD 1 6 -- PAGE: (BY OPENING WIDTH) THAT SHALL BE PROVIDED, U.O.N. SOIL BEARING CAPACITY NOTE: B I I __DiI`LT-IN 5HELF SUCH TYPICAL HEADERS ARE PORTRAYED ON PLANS AS SUCH: STRUCTURAL ME51ON OF FOOTINGS ASSUMES A SOIL - ,I/ BEARIN6 CAPACITY OF 1.0 TON/5.F. m B4 1 =� 3 A 11-811 t 7,_44y2„ t 7 -� -� 103mOl BEARING CAPACITY OF 501E MUST BE VERIFIED BY A / 1 6EOTECHNICAL ENGINEER, OR BY A TEST HOLE IDENTIFYING - - EXISTING SOIL TYPES ON 51TE AND THEIR ASSOCIATED I_O _ / 1 40' FRONT YARD 5ETBAGK PRESUMPTIVE LOAD-BEARING VALUES. A 3S 3 R T / EXISTING COVERED PORCH1-10.4 5F DATE: 03/27/26 7 OF 11 DOOR SCHEDULE DOOR MATERIAL _ - - - - - - - - - - FIRE RATING � TAG DESCRIPTION MANUFAC, p -1 45 MIN. RATED NOTES WIDTH HEIGHT � F- 4 SELF-CLOSING 417, +^ `. �?• ({ FIRST FLOOR r, 101 INTERIOR SWING : :: PROPOSED FIRST FLOOR PLAN 102 DOUBLE SWING 77 JELD-1WEN 2-4 6-8 , • I�) .� sir •;- <, , 103 DOUBLE SWING JELD 1WEN_7 4-O 6 8 I7F 11001 S.F. GONDITIONED FLOOR AREA; 1,088 S.F. OROSS FLOOR AREA SCALE: I/4" I'-O" i�J I 1047F DOUBLE SWING JELD-1WEN 4'-O" 6'-8" ��� ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. 5PEC.'s. SEE PAGE "0-005" FOR NAILING 8 STRAPPING DETAILS. ELEVATION NOTES ** SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOWS d HATCHED AREAS INDICATE NEW WORK (TYP.) WINDOW CHART Lu OIcuPERMITTED MAX. BUILDING OUTLINE PER ZR 23 65 EORE55 CLEAR W ROUGH OPENING WINDOW DIMENSION OPENING LIGHT VENT 35' MAXIMUM PROV. PROV. ALLOWABLE HEIGHT J (� TYPICAL ROOFING: TAG COUNT TYPE MODEL # " TEMP. Q WIDTH REQ D: 20 PER UNIT PER UNIT +-+ (V HEIGHT REQ D: 24 2 I. SEE NOTE AT BUILDING SECTION FOR MINIMUM (S.F.) (S.F.) � � L!) CONSTRUCTION STANDARDS WIDTH HEIGHT WIDTH11 HEIGHT OPEN REO'D: 5.1 S.F. 2. ASPHALT 5HINC7LE5 TO MATCH EXISTING. H.O. TO VERIFY FINAL COLOR $ MATERIAL SELECTION BEFORE /� 3 DOUBLE-HUNG TW2446 2'-6 V8" 4'-8 VS" 2'-5 5/8" 4'-8 V8" 7.65 4.31 INSTALLATION ;4-J �: OO PROVIDE CONCEALED FLASHING AT ALL ROOF B I DOUBLE-HUNG TW3046 3'-2 V8" 4'-5 VS" V-1 5 IV' 4'-5 TV' 5.-i S.F. 10.51 5.170 L O O (U 0 J L I DOUBLE-HUNG TW3O46 3'-2 V8" 4'-8•VS" 3'-15/5" 4'-5 TV 5.'7 5.F. [� 10.51 f 5.-70 aRF--B •O U) OOF c X R CRICKET (TYPJ: CV O4 OO FRAMING ® I6" O.G.;PROVIDE ICE SHIELD CT71= i DOUBLE-HUNG TW2452 2'-6 V8" V-4 VS" 2'-5 5/8" 5-4 TV [� 5.10 2.82 O 0 O a-' LAPPED I8" IN ALL DIRECTIONS ,t FULLY FLASH. 12 � � O � � O TYPICAL SIDING: 5 I. SEE NOTE AT BUILDING SE R CTION FOP,MINIMUM Io Q CONSTRUCTION STANDARDS 2. CEDAR 5HINOLE SIDING TO MATCH EXISTING. H.O. 70 VERIFY FINAL COLOR AND MATERIAL SELECTION BEFORE INSTALLATION OTYPICAL 5/4"x4-I/2" 'AZEK' (OR EQ. : N I. PROVIDE AT GABLE FRIEZE BOARDS O5/4"x8" 'AZEK' (OR EG.): I. PROVIDE AT HORIZONTAL FRIEZE BOARD TO MATCH EXISTING. F._ _ b OTYPICAL 'AZEK' (OR EQ.) WINDOW TRIM: — — — I. PROVIDE AROUND WINDOWS TO MATCH EXISTING. ONEW 6" SEAMLESS GUTTERS $ DOWNSPOUTS; WHITE 8 ALUMINUM (TYP.) REMOVE, RELOCATED, $ RESET EXIST. ELEC. AS PER �LE�I G� GO E� T� I�.l-'T�'�GO�E TA DA � `' � • — I I NEW UNDER-FLOOR AREA VE.NT5; SEE _ -_ - --- FOUNDATION PLAN FOR 51Z11`10 REQUIREMENTS U 12 q _ --- -- - F.F. 45° ZONING B CONTRACTOR TO VERIFY ALL DOOR/WINDOW PYRAMID PLANE _ _ _ \` • TRIM, FASCIAS, SOFFITS, ROOFING AND 51DINGi 4 TO MATCH EXISTING Qm (D 5 X I � lu U it Li F.F. I I ; I A-401 ca W SOUTH ELEVATION (FRONT) a Z N W .J SCALE: 1/4" = 1'-0" ir Q W U Q W O Z W 0 a W J Z � 2 W m U � O Z Z W O 20 NW Z N =D mg l Z W y 00 Q O. d 00 O H m m U ? as In ID 10 w o 0 0 PROJECT: N BROWN F.F_ — _ _ _ ADDITION 10575 OLD SOUND AVENUE -- -- - _ --- - - 6 MATTITUCK N.Y. 11952 -------- --- -- --- — 12 — - - DRAWING TITLE: 2 -- — —------ — —=-= ___`__ 3 I I I q PROPOSED EXTERIOR ELEVATIONS F.F. ----- ------ -- - - --- — - - F.F. - - q L 7 5 m IO 5 PAGE: itLil o A-20101. 'o DATE: 03/27/26 9 OF 11 F.F. F.F•, — — ii — — — F.F. I I I . .. .... ....... 0. rcggpL " _ NESTL `� TION (LEFT) NORTH ELEVATION (REAR) SCALE: 1/4" = I'-O" SCALE: 1/4" = P-0" N. FRESH AIR VENT BUILDING SECTION NOTES I THROUGH ROOF j� OI TYPICAL ROOF 8 GEILINC CONSTRUCTION: Q I • NEW ROOFING A5 NOTED 3"I • 1/2" GDX PLYWD SHEATHINIG (BLOCKING ® ALL PLYWD 5EAM5) Lu 1 tL • R.R., G.J., t G.T. AS NOTED> ON PLANS (® SPANS OVER W 8' INSTALL "X" BRIDGING a® CENTER OF SPAN,U.O.N) -J c I • R-49 SPRAY FOAM INSULATION T' THICK (R=7/INCH) Q � N • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES Q I Q NEW EXTERIOR WALL CONSTRUCTION (TYII O2 • HOUSE MEMBRANE (SEE SIDING NOTE FOR SPEC.'5) UPON O >: C9 • I/2" GDX PLYWD. SHEATHING (BLOCKING ® ALL PLYWD SEAMS) UPON / i • 2"xb" STUDS ® 16" O.G. w/;DBL. TOP PLATE `EXIST. O CV z O 1 • R-14 SPRAY FOAM INSULATION W/ R-II BATT INSULATION 1 I ATTIC ` a Ln Y �- • 5/8" 6YPSUM BD. WALL FINISH r- U NEW SIDING NOTE (TYP.): C 2 x0 m CV I. INSTALL NEW CEDAR SIDINI6 AS PER ELEVATIONS UPON p O _ C0 O 2."TYVEK" HOUSE WRAP (VENMED) (OR EQUAL) UPON .0 O m +� 1- 1 NOTE: 5.EXTERIOR WALL CONSTRUCTION AS NOTED SEPARATELY CONNECTION 'A' A5 a-J N L0 Qr I ALL PLUMBING WORK 4.INSTALL ALL AS PER MANLJ. SPEC.'s PER PAGE 6-005 � 0 cu 0 I p SHALL CONFORM TO 5.PROVIDE ALL NECESSARY' TRIM FOR PROPER NEW RIDGE Q a O LOCAL PLUMBING CODE INSTALLATION PROPOSED RIDGE #1 HEIGHT---_-----_---_ I 6.SIDING SHALL EXTEND TO 'TOP OF FOUNDATION WALL ELEV. +1KV 1 PROVIDE "ABESCO FP200 FR u EXPANDING FOAM" (OR EQUAL) Q TYPICAL FLOOR CONSTRUCTION: EXIST.I v I AT ALL PENETRATIONS IN FIRE O I. FINISH FLOORING TO SELEtGT �- STAIR W I RATED WALLS AND EGEND 2. 5/4" Td6 GDX PLYWD. SUE3FLOOR GLUED $ SCREWED . p.� R RIDGE #2 PER PLAN 1 W PROPOSED RIDGE #2 HEIGHT 12 N I FLOORS/CEILIN65. PRODUCT N 5. F.J. AS NOTED ON PLANS - AT SPANS OVER 5' INSTALL - ---------� � p II II 1 II II II l II I CONFORMS TO A5TM E 514, -----� HOT WATER X' BRACE ® MID5PAN ELEV. +14.0' 7 �Q ��p I II ( PROP.ATTIC II II SUPPLY I < I ASTM E 84, AND UL 14'7a 4. R-30 BATT INSULATION (ONLY BETWEEN FIRST FLOOR '4^, II SPADE.AGGE551 II II GOLD WATER AND FOUNDATION) 'I NOT REQ.PER `1 II II �-••-••-••-{ 5. 2 THK. SPRAY FOAM AT E5LD6. PERIMETER RIM J01575 SUPPLY NEW WOOD FLOOR: G.J. PER PAN 4-J _ PROPOSED 4� CONNECTION 'BI' AS T I NOTE: BATHROOM PROVIDE "ABE5G0 FF200 FIR 1. NEW WOOD FLOOR TO MATCH EXI5TING. PER PAGE 6-005 U • I PROPOSED I I ALL PLUMBIN6 WORK EXPANDING FOAM" (OR EQUAL) � F I BATHROOM I I SHALL CONFORM TO AT ALL PENETRATIONS IN FIRE NEW TILE FLOOR: NEW R.R. TO O.J.GJ �• I I I LOCAL PLUMBING CODE w RATED WALLS AND 4B I. NEW TILE FINISH (H.O. TO SELECT) UPON 2 m � I „1 „1 I p FLOORS/CEILINGS. PRODUCT 2 1 2 I 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON �� 0 2::1 I O CONFORMS TO ASTM E b14, g PROP. e I I I I LL ASTM E 54 AND UL 14111 5.NEW " DUROCK CEMENTBOIARD (OR EQUAL) UPON PROPOSED _ 5 1 1 q4 , in BATHROOM in N 51 I � I j 1 a° GLEAN OUT � I �Q I I� 4.NEW�" Tb6 PLYWOOD 5USPLOOft CONNECTION 'DI' AS DEN ' ' OC 1 I AS REO'D R� I I I Q4 PER PAGE 6-003 � � u I I u 0 j� I I x TYPICAL BATHROOM NOTE: NEW STUD TO .v I ix 13 O 1. WALL BOARD FLOOR ASSEMBLY U „ F.A.I. AS REO'D I _ I p I.I. INSTALL MOISTURE RIE515TANT 6YP5UM BOARD IN m 1' �` - i SiHOWER iv 1 N I �_ N �= SHOWER -� 4 4 4 4 I � _ � �I .� ALL BATHROOMS PROPOSED FIRST FINISHED FLOOR EXIST. I I I 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND ------------ STAIR - � ---L ' 1 TUB SURROUNDS LEV. +1.4' . G,.O. L..-.. _. �..-.._..L.. _.. 2. SHOWER FLOORS F I 2.1. NEW TILE FINISH (H.O.. TO SELECT) UPON ---------- -- 1 PROP. F. . PER PLA V 2.2. CONCRETE MUD-SET (SLOPE I/8" PER FOOT BASELINE (AVERAGE GRADE) \ DROP BEAM PER PLAN 4" I I I TOWARDS DRAIN) UPON - - - - I _ 4 HOUSE i 2.5. WATER PROOF MEMBRANE TO COVER SHOWER ELEV. +0.0' - C :-_ - '- PROPOSED Q FLOOR, WRAP DRAINd 3 ATLEAST IS UP WALLS dJ z CRAWL SPACE j MAIN DRAIN G.O. 1 1 � TO STREET �� I G WATER MAIN 5. SHOWER WALLS 1 1 I i Q r � EXIST. 3.1. PROVIDE TILE FINI5H� AT SHOWER WALLS PROP. CRAWL SPACE FLOOR m � 1 4" N 1 1 `-"-' -' -"� 5.1.1. NEW TILE AT SHOWER WALLS TO FROM FLOOR ---- ------ BASE- ` SEPTIC w „ „ ELEV. -2.5 : MENT 5 STEM e TO CEILING. (H.O. TO SELECT) CENTER 12 x24 NICHE ON SHOWEFR WALL W/0 SHOWER HEAD. - L - 2 Q[ta WRAP TILE. (� A-40I EXISTING WALL5 NOTE: A-4oi N IN-FILL FRAMING OF EXISTING WIALL5 SHALL MATCH 51ZE L j� E 5PAGIN6 OF EXISTIN6 WALL V)TUDS, U.O.N. WHERE THE CAVITIES OF EXISTIN45 EXTERIOR HALLS ARE EXPOSED DURING CONSTRUCTIOTN,FILL CAVITIES H/ FIBERGLASS BATT INSULATION. FLUME3 1 NO RISER - r�)RA I N / NA57E / VENT FLUMB I NO RISER - SUFFL.Y S G� - - co W SCALE: NTS SCALE: NTS SCALE: 1/4" = P-O" a z rn W J � a W Lo 0 W o > 0 z W n O W z � m U � O Q z W IX T o 20 � mg zon W N a ILa o E mm z o. 0- HORIZONTAL REINFORCEMENT OF FOUNDATION WALLS PROVIDE STEPPED FOUNDATION WALLS b'-O" OR GREATER IN HEIGHT WITH ADDITIONAL CONTINUOUS HORIZONTAL REINFORCEMENT AS FOLLOWS: LO N N NEW #4 CONT. HOR. REBAR 6'-8 #4 REBAR ® BOTTOM, MIDDLE, 3 TOP OF WALL (5 TOTAL) .I N ® TOP 8 BOTTOM OF >8': #4 REBAR ® BOTTOM, MIDDLE THIRDS, B TOP OF WALL (4 TOTAL) Q \ \ NEW P. GONG. FOUND. FOUND WALL (2 TOTAL) O O -------�WALL (MIN. 4p00 P51) � PROJECT: I 1 NEW #4 VERT. 1 O I EXIST. FOUND. WALL " I REBAR ® 48 O.G. BROWN I I I NEW #5 HOR. REBAR � n . �° 8 a 4 ',. ;, . ° d a ° - �n 1AA X I I I ADDITION SPACED VERTICALLY c== l====�___=_=___ -= =�- --- - 1="s= - ------I 12 �----- --�=aft==-=_._________ _____ --,--- 1 II GRADE PROPOSED RIDGE #2 HEIGHT 12" O.G.;DRILL 8 PIN .°4. ° 811' °d II II, 4 4" INT'O EXIST. FOUND. ♦ de ° e . . ♦WALL USING OUIKRETE 4".. ♦ .11 ELEV. +14.0' �fL1R1HIGH-STRENGTH =_ __ _� . e °,' ° , e � c II ♦ ° .. °, ' 4 ° P PROP.ATTIC �D a< II, e ° II ♦ ° I ' - �� SPACE.AGGE55� �� ' 10575 OLD SOUND AVENUE ANCHORING (OR e. ° ♦ .II c " e II °, .a ° <, ° °�I a e4'.A a °d, NOT RE00.PER EQUAL) 114 d°.♦ eda ♦ 11 , , d'ed a .e ae' II ♦ " 1 ----� F2807.I MATTITUCK, N.Y. 11952 �\> I I : ♦ . . 4 : < . 4 ° I L--- G.J. PER PLAN • d'4 114 .e d ♦,. .4 °'I °e ♦ 'a II ♦. ♦ e L ° ♦ad e° e ell 4 e II n z a _ DRAWING TITLE: qu I1 ° ♦ d II ° ♦ ♦ ii ii° L� 5 BUILDING SECTIONS e IP c=7.=-�= _#________________ _ L II e ° II ° ° II PROP _ PROP L PROF. PLUMBING RISER DIAGRAMS - ___-_ {I, 4 ♦. d III BATHROOM 2 p ♦ e GL. m HALL L EDGE OF EXISTING - ° dl e ° COVERED PORCH a ROOF DESIGN DETAILS I I ♦ IIII ° C�=u=______-__= s===�#1-====a.a= 3 e L TO BE REF > TO MEET II II d"< e ° ell° ° °. e. ♦ ' d to ` . IIII° a e II, d L PROPOSED ADDITION. ef{1j-- d° PROPOSED FIRST FINISHED FLOOR - '1 PAGE: NEW #5 HOR. REBAR II . fl d ell a IIII V.I.F. NUMBER OF STEPS REQUIRED + 4 L - - A-401 (5 TOTAL) - DRILL $ d a ♦ ° ♦ PIN b" INTO EXIST. ° n ~� "IIe '. II ICI a _ PROVIDE 5" (MIN.) GONG. COVER �- d ♦ :�==11---- 1 ROP. F.J. PER PLAN A-30 =OLOI FTC. USING QUIKRETE g <{I .______ =�i=�� �j---�a-< U OF ALL REBAR WITHIN P. GONG. BASELINE (AVERAGE GRADE) �----- \HIGH-STRENGTH II 1 II II FOUND. HALLS 8 P. GONG. FTG 5. _ ANCHORING EPDXY c= _°-__=a"Iln' {1 • .. II ° ELEV. +O.O' ------ ° CONNECTION 'DI' A5 (OR EQUAL) 4 IIII • A LL-____' NEW 4 BENT VERT. REBAR ® I6" O.G. _ I PROPOSED L _ 'z ER PAGE 6-005 - e 11-°d ---.U_- HOOKED BENEATH HORIZ. REBAR p z I I CRAWL SPACE T 9- / 11 '� d .e � - L� / EH STUD TO d e ♦ PROP. CRAWL SPACE FLOOR _-_m�_ - FLOOR ASSEMBLY DATE: 03/27/26 10 OF 11 I`6 1111 . d °II NEW 16" WIDE x 8" DEEP. P. GONG. ---- -- STEPPED FTG. (MIN. 4,000 P51) ELEV. -2.5 m q" ° NEW #5 HOR. REBAR (5 TOTAL) A�ol i L L 3 MIN. --- MIN. L EXIST. FTG. S"TEFFE7 FOUN1�ATION 17ETAIL_ SECTION 2-2/A-50If,. -501.01 _ A SCALE: 5/4 - I -O SCALE: 1/4" = 1'-O" a 0 w w co J m ° IN C p = } O J (D X U fV I C � I O a-+ p � pm °DLO I Q p 0 0 a: O PROVIDE BEAM SPLICE CENTERED ABOVE COL. (� 1 WHEN NOTED ON PLANS BOLTS (PREDRILLED) I. CREATE WINDOW OPENING 2. APPLY WATER-RESISTIVE BARRIER; 5. APPLY SILL FLASHING AND 4. INSTALL WINDOW AND APPLY 5. APPLY HEAD FLASHING b. FOLD WATER-RESISTIVE BARRIER T I W GUT MODIFIED AND WRAP AROUND SILL WINDOW SEALANT JAMB FLASHING DOWN AND TAPE OVER GUTS AND SIDES OF WINDOW OPENING — — — 4-1 W 3/8" THK. • STL. PL. /41I 5/8" THK^ H.D. 1 I��II GALV. PL. NATER-�:ES I STI VE 5ARRI ER loll N1�ON FLASH I NO (EXTERIOR DOORS FROM lol l Nr�)CN MANUFACTURER) U c -401.01 CAP L,4TE A � SCALE: NTB FOR CONNECTION OF STL. COL. TO (2) 1-5/4" WIDE • — LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER (J) OR 5.5" WIDE PSL Askn 1 Q PROVIDE BEAM SPLICE EXIST. EXTERIOR CENTERED ABOVE COL. 8 (4) 5/5" H.D.G. LAC SHEATHING WHEN NOTED ON PLANS BOLTS (PREDRILLED) EXIST. 51DING MATERIAL BUILDING PAPER E HOUSE WRAP TO FULLY OVERLAP FLASHING f \ NEW STUD WALL I GAP FOR FLOOR SYSTEM AS U I DRAINAGE 5/4"xb" COMPOSITE NOTED ON PLAN 0 — — — — —DECKING N.O.N. ON PLAN/ NEW 5TL. GAP RL. 'A', V, FLOOR WOOD BEAM "Z" FLASHING SEGTION/DETAILS) OR 'G' (PER BEAM GONFIG) AS NOTED ON PLAN — — — — — — — — WELDED TO COL.;15EE GAP LI PL. DETAILS NEW 5-1/2" OR 5-1/2" (AS 35�5TL. I I II �411 - FLASHING NOTED ON PLAN) O.D. /Q- 3/8" THK. H.D. a DRIP EDGE NEW BASE PLATE 'A' SGH 40 HOT DIP GALV. GALV. PL. H a P.T. DECK J015T Z WELDED TO COL.;SEE STL. COL. (A5TM A125) w COUNTER A5 PER PLAN 2'-0" LAP w JOISTS A5 PER PLAN FASTENED w/(2) FLASHING (�,P) BASE PL. DETAILS FOR AS PER FOUND. PLAN BY GAF PLATE S' !BOLTING SIMS STEEL (OR EQUAL) Ix Q 5/5" 0 x 5" LONG HEAVY DUTY GAL. LAC BOLTS ® I6" O.G. INTO MUD SILL E METAL GALV. JOIST HANGER FOR CONNECTION OF STL. COL. TO (5) 1-5/4" WIDE i- 06 RIM BD.;WHEN ® FOUND. WALL FASTEN PROVIDE GOLD JOINT ZZEXIST. P. GONG. SLAB w O w BY SIMPSON (OR EQUAL) ® ____�-__— AT GONG. SEAM•tS (TYPJ LVL LUMBER OR (3) 2 WIDE OR (4) 2 WIDE � � > DIMENSIONAL LUMBER OR 5.25 WIDE PSL z I.0 w/(2) 5/8"� x 5" LONG APPROVED EA. JOIST ' (PATCH AS REO'D) O no MASONRY ANCHORS ® I6" O.G. I I iI CS w "Z" FLASHING I I °ii• Z NEW FOUNDATION WALL fi ?I ✓ U �� , [J "e i �, 00 c) ix I II I .° �---_� PROVIDE BEAM SPLICE 8" o 2 o ------- ------ _�I__ II EXIST. GRAVEL m - CENTERED ABOVE COL. (4) 5/8" H.D.G. LAG ------- --�- I � BASE _ NEW (2) #5 HOR. w Z 3" I 5" REBAR UPON (2) #5 WHEN NOTED ON PLANS BOLTS (PREDRILLED) a g II II I m --r L17OR GON1'�1GT I ON 17T I HOR. REBAR (4 TOTAL) — — — li I� _ N m o 0 #5 REBAR (TYP) (L I NEW 18 xl8 xt2 DEEP z M w w A-401.01 SCALE: I" = I'-O° Q I II I P. GONG. PAD FTC. EXIST. FILL I "' J O O #5 BENT I I I (MIN. 4p00 PSI) - - - — O f �\ I�2 I I 2 O O REBAR (TYP) N I I IcOi ? a a.. L_j� - - - - - 1ilu I STEEL COLUMN I$ FOOT I NO DETAIL - - - - - - - - - N w I I04 -401.01 - - - - — - - 0 0 I I I SCALE: 3/4" - I'-O" 515" THK. � N PROVIDE 3" (MIN.) GONG. COVER - ALL REBAR WITHIN F'. GONG. I I 5TL. PL. Vq II �41I Q O O FOUND. WALLS E P. HIN F FTG'S. PROVIDE STRAPPING E NAILING I OAL THK. H.D. a 0 in- OF GALV. PL. AS PER CONNECTION 'D' IN GAP PLATE "TYPICAL NAILING/STRAPPING PROJECT: i i PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, G BETWEEN CAVITIES SHEAR, E LATERAL RESISTANCE" PER ENERGY TABLE ON PAGE G-005 ® EA. STUD. CORNER CONNECTION FOR CONNECTION OF STL. COL. TO (3) I-3/4" WIDE LVL BROWN (WHEN APPLICABLE) LUMBER OR (3) 2" WIDE OR (4) 2"x WIDE DIMENSIONAL NEW (2) 2"xb" P.T. SILL PLATES LUMBER OR 5.25" WIDE PSL, AS WELL AS (2) 1-5/4" WIDE ADDITION FLOOR SYSTEM AS UPON SILL SEAL UPON COPPER NOTED ON PLAN TERMITE SHIELD LVL LUMBER OR (2) :2" WIDE DIMENSIONAL LUMBER #5 REBAR (TYP) 2'-0" LAP NEW 5/8"4> HOOKED ANCHOR (TYP) BOLTS ® 511 O.G. W 5" 5OUARE 10575 OLD SOUND AVENUE WASHER E ENDNUT -- FLOOR SYSTEM AS MATTITUCK N.Y. 11952 NOTED ON PLAN ASPHALT DAMP ------I- I--I ------ 811 f #4 HOOKED VERT. PROOFING TO EXTERIOR -------------- NEW 5%. GAP Pl'L. A, B, FLOOR WOOD SEAM = I I ( I I REBAR ® 48" O.G. I _ __ I __ I OR G (PER BEAM� •; - - GONFIG.) � � 2 DRAWING TITLE: GRADE - - -I - AS NOTED ON PLAN II. .. I I WELDED TO COL.;:5EE GAP —_ #4 HOR. CONT. REBAR ® TOPE II f8 - II FL. '.DETAILS NEW 5-1/2" OR 5-1/2" (AS �41I DESIGN DETAILS BOTTOM OF WALL (2 TOTAL) I I I I NOTED ON PLAN) O.D. _— —_-- --IL---I------ NEW BASE PLATE 'A' 5TL. HOT DIP OALV.A 23) P. GONG. FOUND. WALL 11 - WELDED TO COL.;SEE (MIN. •4,000 P51) II I I BASE PL. DETAILS FOR A5 PER FOUND. PLAN BY IBOLTIN6 3-I/2" O.D. SGH. 40 HOT P. GONG. CONT. FTC. II p z I I II SIMS STEEL (OR EQUAL) DIP GALV. STL. COL. (MIN. •4,000 P51) II° p II I #5 BENT PROVIDE GOLD JOINT _ - (A5TM A125) AS PER (5) #5 HOR. CONT. REBAR .•I O I AT GONG. 5EAi�IS (TYP) zz NEW 4 THK. P. - - PLAN WELDED TO PL. I 0 I I I REBAR (TYP) GONG. SLAB (S) if) PAGE: 4" P. GONG. SLAB II m N (I I I r 8"x8"x5/5" THK. JI - - I I a `J • I`; , STL. BASE L. `' O -40101a 142" HOOKED ANCHOR A BOLTS EMBEDDED INTO 6 MIL POLY MOISTURE RETARDER _ • d m FOOTING MIN. 4" W/ I I I I I I 4" GRAVEL BASE ++ NEW(5) #5 HOR. OVERSIZED WASHER 4 4" " GRAVVEL BASE - 3" — I I 3" I - 3" — I 3 11'-4" I HORAR UPON REBAR (6)TOTAL) /�, END NUT SETUP DATE: 03/27/26 11 OF U. PROV. GLEAN 1_I I OMPAGLT I I�- NE W 24"x24"xla" FILL7 DEEP P. CONC. FAIr. COMPACTED FILLFT6 (MN. 4,000 PS ) SASE PLATE 'A' 'T' CONNECTION FOUN17)AT I ON MALL DETAIL REBAR OVERLAP DETAIL STEEL COLUMN I$ FOOT I NO DETAIL 2 STEEL COLUMN CAP I$ 5ASE PLATE I7ETA I LS ?A-401.01 A-401.01 /�-401.0I A-401.01 SCALE: 5/4" = I'-a" SCALE: 5/4" = I'-O" SCALE: 5/4" = I'-O" _ SCALE: 3" I'-O"