Loading...
HomeMy WebLinkAbout48722-Z � TOWN OF SOUTHOLD „r BUILDING DEPARTMENT 7” sd TOWN CLERK'S OFFICE r SOUTHOLD, NY "tl 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#: 48722 Date: 1/11/2023 Permission is hereby granted to Kouvaras, George 29S ale Rd Port Washin ton NY 11050 To: Demolish existing house and construct new single family dwelling as applied for, with SCHD approval. At premises located at: 80 Soundview Ave, Mattituck SCTM # 473889 Sec/Block/Lot# 100.-1-1 Pursuant to application dated 11/7/2022 and approved by the Building Inspector, To expire on 7/12/2024. Fees: DEMOLITION $611.20 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,518.00 CO-NEW DWELLING $50.00 Total: $4,179.20 Building Inspector ttt 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 litt,s://www.sotitlioldtownt)V40V Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector:,, NOV 7 M Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date.11/4/22 OWNER(S)OF PROPERTY: Name:George Kouvaras SCTM#1000-100-1-1 Project Address:80 Soundview Ave Mattituck NY Phone#:917-592-8767 1 Email:george.kouvaras@kamconsultants.com Mailing Address:80 Soundview Ave Mattituck NY CONTACT PERSON: Name:AMP Architecture, Jess Magee Mailing Address: 10200 Main Rd Unit 3A PO Box 152 Mattituck NY Phone#:631-603-9092 il:jmagee@amparchitect.com DESIGNPROFESSIONAL INFORMATION: Name:AMP Architecture, Anthony Portillo Mailing Address: 10200 Main Rd Unit 3A PO Box 152 Mattituck NY Phone#:631-603-9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION • El - Estimated Cost of Proicrt• ®New Structure ❑Addition []Alteration uKepalr uuemoiluon �s��,,,a«u ��-•��• • •�,--�-• ❑Other $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION Existing use of property:Single Family DW@Illllg Intended use of property:Single Family Dwelling Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R- NC this property? Dyes *No IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professionat Is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the BuiidIng,Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and In building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print na e):AMP Architecture, Jess Magee BAuthorized/Agennt El Owner Signature of Applicant: Date: 1 ! as E STATE OF NEW YORK) SS: COUNTY OF suffo�k ) AMP Architecture, Jess Magee g being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the agent (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 14LI���7 20 ww"' u'bl` Orlowsli 's rvoTAW Notary Public,State of New �r PUBLIC No.01OR6290392 Qualified RI Suffolk County PROPERTY OWNER AUTHORIZATI Commission Expires OSf W2tY (Where the applicant is not the owner) VMXatm. residing at . AMP ARCHITECTURE Jess Magee y to apply on do hereby authorize my behalf to the n of Southo wilding Department for approval as described herein. 3wigftature Date fit Owner's Name 2 M P Architecture Address:10200 Main Road,Unit 3A,PO Box 152,Mattituck NY 11952 Phone:(631)603-9092 Design + Build November 9, 2022 Re: Kouvaras Residence 80 Soundview Ave Mattituck NY Amanda, Based on my site visit at 80 Soundview Ave Mattituck there is no natural gas on site,. Please contact our office if you have any questions. Thank-'Y-0-4, n Anthony Portillo, RA, LEED AP ' NOV 1112022 9/9/2022 ELIZABETH KOUVARAS Service To: 29 SUNNYVALE RD REEVE AV PORT WASHINGTON NY,NY 11050 MATTITUCK,NY 11952 Customer Project#:900000154784 Dear ELIZABETH KOUVARAS: This is to advise you that the PSEG-LI electric facilities at the above referenced location have been disconnected and removed off the building structure that is located on the property. Please note that there may still be PSEG LI facilities located within the property boundaries and that NYS law(NYCRR Part 753)requires all contractors to call for a utility locate (NY 811)prior to performing any ground excavation or regrade activity. The call to the 811 Call Center must be done at least 2 business days prior to the start of the work and confirmation of utility marks having been identified must be received from all the facility owners prior to any site work. You must also contact National Grid at 631-348-6150 to procure a letter of demolition associated with natural gas service, whether or not your home or business uses natural gas. If you have any questions regarding the above, please contact Building& Renovation Services at 1-844-341-6378 or via email at BRSLI@PSEG.com. Very truly yours, Katherine Gianelll"ii Building& Renovation Services PSEG-Ll 0LK COUN A i NOV 1 112022 It �d A; 1<10I 4060 Sunrise Highway, Oakdale, New York 11769-0901 September 20, 2022 RE: 80 SOUNDVIEW AVE, MATTITUCK To Whom It May Concern: On September 9, 2022, our representative confirmed that the water services were physically discorulected at the above referenced location. Please advise your contractor that care should be taken not to damage the existing vault and /or curb box, as the cost of any repairs would be billed to the premise and no service initiated until the balance is paid. Sincerely, Lisa Cetta New Construction Manager LC/db Ptl-tWoO0910-02-91S o ZS6llA x31 W p�ln8 + u6isap ee 3!u fl u!eZOt O �� DY g dV0331 vao,l,�od��ey�¢v aanjaajiyaJb d W VOtn s o Q s g tL ° gull, 0'k 56� Y�a � l� a 0 N 3 ' YYlys My I - oil, Y" a 7 • ^' a '`y G;m u4 ..� I� c� 1'E�o I � 4 !-. � � 1 �-• - u °uta u � � 4 ° 40 , AA n a w 9 0 u s ON ON pwk' gaga u e F� g ,�y r�i° L� n osa oVi5 a� no "ato ° v / iso' a �— a. °o 0 I Frt ' I Mad BIN "Mud 14HO fez z N� U g � a 4 R Fx g �"¢qyaks imp t� V} ' P 8 a irk a' r "Mimi dss�°, � too � 9� � ¢ g 6.� �$�Y Y F ;^ 8. Pt�°p q &� aux. s ga "R 8 �,� �4� ��d �@�� E � � 9�� ��� m p�� yv �$$��4� � G pp���. ��d �r a �� ygy� s_ sp5�ys� �y i{.7"{p� 8 T Art ¢¢9rv% 3 n t4u pd 4 a B 9' C�yF4 yC Yy ykw}W d4�E g C 6y96� YE k 1�,,. I +� b9r iy! tK� U..tti. 5% Mg gg �, g �6 E. �X'$Y �r '6'�W 11 H ,WMR �M z y 9 y }i;`III EE6 55 ++ tl ;Itltl q �` p }q Lµ{ p ¢ { {, ) ts9 4j1 5C` alb"„ th 91 6 �A ak kM. 03 p�f r P Y�i 1�,k Y p. Ulu C 4 M Y 9 S 3:1w*. PFP m6S k p $ u0.. 6 & 9 st d,� i R PII 111 � � �' P 11 N� w�bu t 3 g � g F@ M : 4 �� go son.god � m ��� a F g �� a �� }rP , xb & d a H Roo 6 d g 11M ����t y z neF �k & HI; �. a Fa3eppq � I'M t $r� � �CN� � �r¢n C' � � � � tin" o �tp �F CE Y o {,F 3 P�i." dEyka �dz &� Ctl e s aa SITE LAYOUT NOTES: SITE PLAN HATCH KEY: Me- J ZJ C) I. THIS IS AN ARCHITECT'S SITE PLAN 4 IS SUBJECT TO VERIFICATION B'( A LICENSED PROPOSED BUILDING SURVEYOR. THE INFORMATION REPRESENTED ON THIS SITE PLAN 15 TO THE ® PROPOSED ACCESSORY STRUCTURE R ARCHITECTS BEST OF KNOWL.EDSE. r\ n Q 2. SURVEY INFORMATION wA5 OBTAINEDZ, X\ A Uj 11 A r-!! ' w FROM A SURVEY DATED APRIL 15, 2022 J fB AND PREPARED BY: ('7 HAROLD F. TRANGHON Q +-+ CV LAND SURVEYOR Ln P.O. BOX 616 O VgAD WADING RIVER ROAD PR� I �� Q FADE <E'� : _ '� O WADING RIVER, NY 11792 �I � } � 00 C Z O (5-00 I ,QQ PROJECT LOCATION & SCOPE >, 0 PROPOSED NEW S I NC LE FAMILY' RES I DENGE; EX I STI NC SITE PLAN & ZONING DATA o o � N RES I DENGE TO E3E DEMOLISHED UNDER PERMIT # � o � Lo O CV CB (5-002 ,00 GENERAL NOTES a o 2 o �i PROP. I-STRY HD. ENERGY TABLE FR. ACCESSORY STRUCTURAL DESIGN CHARTS BUILDING ON SLAB PROJECT DATA : w/ STORAGE (0 BEDROOMS) PROP. WATER SUPPLY LINE; (56005.00 HOLDOWN, ANCHOR BOLT, i- F.F. EL. 71ci.5 STRAPPING, & NAILING DETAILS PROP. 6 �X4 DEEP TO MAINTAIN I O MIN. PROJECT / ZON I NC DATA DRYWEL.L FOR POOL HOUSEVNO TDOOR SHOWER SEPARATION FROM I - _ FASTENING SCHEDULE -}-� 70 4 OUTDOOR SHOWER (UNDERERMITTED TO BE SEWAGE DISPOSAL SYSTEM EL s-16' TAX MAP # 1000-100-1-1 U _ (5-004.00 FRAMING GRAPHICS �n11 SEPARATE APPLICATION) CONNECTED TO ` - - zoNINS DISTRICT R-40 NON-CONFORMING BEAM CONNECTION PATTERNS W NITARY SYSTEM 5�3°00'30" 152.50' FIREBLOCKING DETAILS 4-j W 0.7 ACRES _ I m ; SUFFOLK COUNTY HD APPROVAL PERMIT # BEDROOMS I ' ' I - Q Q PROPOSED FOUNDATION PLAN 1 O' AGC:ESSORY REAR YARD Efif�A K----- - ' �) m PROP. Ch'-O" H. - - - - - - - - - L.=aO'' 1 -� - U _ , , � � � I PROPOSED PROPOSED FENCE; APPROX. HABITABLE GROSS 2-10 LINEAR FEET I I s --------------- I I I I SPACE _ AREA BASEMENT AREA 92.5 S.F. 92.5 S.F. I Q� ,Q® PROPOSED FIRST FLOOR PLAN PROP. BURIED _ - " I I o I I ; 1 _ l ELECTRIC LINE I I - ' i , i I FIRST FLOOR AREA I,a2a.5 S.F. 2,456.5 S.F. W - , 'I I , EXIST. I - --- PROP1 WATER j SECOND FLOOR AREA 1,5 4.2 S.F. I,Q17.1 S.F. 20.0' � , METER I PROP. WATER I �� l �, ___�_ I AREA TOTALS 5,615 S.F. 4,4a6.1 S.F. PROPOSED SECOND FLOOR PLAN SUPPLY L I NE I , - - " ' ' - ---- I �/ z l 1 ' EXIST. UTILITY i Z 14 - - - - - - �1 0 � , � POLE w/ - 40.0' r ' O ' O\/ERHEAD 1 � REGU I RED 5ETBACK5 - MAIN BUILDING PROP. 6'OX4' DEEP I I -- ` O DRYWELL FOR 1 i I _ a.o' 1L1< ' ELEC. WIRES i lX -- SCHEDULES & PLAN NOTES )- I i W REQUIRED PROPOSED COMPLIES - I ® .00 I PROPOSED INOROUND DESIGN DETAILS POOL 4 HOT TUB I tJ ROPL O o - ly CQ - (D I SGONNEGT I E I I SWIMMIKO-P_OOL p I- O WIRES $ 14 - A F MR- (UNDER SEPARATE < I Dw/ � cv 4 W ,.n � I � FRONT YARD om I H.T (UNDER SEPARATE , nl n REATTACH 11- (PRIMARY) 40.0' 40.1' YES OA , . . APPLICATION,) - Ill I I I APPLICATION) � O q I m , FOLLOWING I I � I - � FRONT YARD EL•-a2 - - - - - ��Id m CONSTRUCTION) ' X (SECONDARY) 25.0' 40.0' YEs -�Q I ,00 PROPOSED EXTERIOR ELEVATIONS - f w < z 1 ua NOT B INq DE P MENT T [Y I j -1. I "� \ i , I SIDE YARD 15.0' 2a.7' YES 63171 BANITO PMF'OEi E Q 1 I I PROP. in 1 i � � cy � � i IFOLLOWVI INSF�ECTI NS: i REAR YARD 50.0' 78.7' YES w I I =BLUESTONE 1.-F UN ATIO •TW RE UI q I I i PATIo ; _ �t- ,®® PROPOSED EXTERIOR ELEVATIONS URE CO CR LOT GOVERASE & A IN �P a I 4�s� ' - ; LOT 4, F1 CON T1 Me, PROP. COVERED PORCH ` �' I / i DESCRIPTION (FOOTPRINT) AREA COVERAGE � B JIPI.E#E f0 C. . _--------- I' ' I ► I All. N UCCtIONAU TlHt 41 TOTAL LOT AREA 25 b23.0 S.F. AEQU S FTH CO ES NEW .®Q BUILDING SECTIONS PROPOSED DWELLING 5,775.0 S.F. 15.190 YORK ST N R SPO SIB FO�i I 1 I DES! CO N RS PROPOSED ACCESSORY BUILDING 400.0 S.F. 1.4Y - 1 PROPOSED 2-STORY HE I I ' I (SEPARATE FILING) I�� FR. DWELLING w/ I PROPOSED INSROUND POOL BUILDING SECTIONS V I /' ' I HOT TUB (SEPARATE FILING) ba0.0 S.F. z j BASEMENT 4 GARAGE i I ►� ,' - w PROP. 1 (6 BEDROOMS) " 41.4' II / TOTAL AREA OF ALL STRUCTURES 5055.0 S.F. 17.5% / / I "MAXIMUM LOT COVERASE ALLOWED - 20% �-�®I .®0 DESIGN DETAILS U F.F. EL.=84.5' / ' ' OARAOE SLAB EL.=82.1' ' EL.-�4'I 1 LtN���a• II PROP. 4'-0" H. FENCE; APPROX. I w � OP• 4b � DRAINAGE SYSTEM CALCULATIONS: 140 LINEAR FEET PROP50ED DWELLING IMPERVIOUS SURFACES = 5,7M5 Scf. Ft. �j- I ® I ,Q® PROPOSED STRUCTURAL PLANS o E1_.=82_ 29.7 � � � 1 5,775 Sq•. Ft. X 0.17= 641.75 1 ` ' 642/42.2= 15.2 VERTICAL FT. OF b' DIA POOL REQUIRED PROJECT: �1 PROP. COVERED PORCH , ARop 1 /i ' i� PROVIDE (5) V DIA. X 5' STORM DRAIN POOLS PROPOSED ,' ' " , ,� DRAINAGE SYSTEM INSTALLATION NOTES: �- 10� .00 PROPOSED STRUCTURAL PLANS KO UVARAS ' ASPHALT i • A MINIMUM OF 10 SEPARATION IS REQUIRED BETWEEN DRYWELLS s ,u DRIVEWAY / ��' / / WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC RESIDENCE PROP. I v / COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS AND THE �/® EDGE OF ALL FOUNDATION WALLS ly ' PROP. 1 - - ' '`� / A MINIMUM OF 5' SEPARATION 15 REQUIRED BETWEEN DRYWELLS 4 Dw , / / ;' O - // CONCRETE SLABS AND PROPERTY LINES �- 10�.00 PROPOSED STRUCTURAL PLANS 80 SOUNDVIEW AVENUE CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL A � MATTITUCK, N.Y. 11952 EL. 82' � � �� r00� �/� - - - a, _ - I Q ®Q PROPOSED STRUCTURAL PLANS DRAWING TITLE: PROP. DRYWE , - , _ '��'a �a' -�- � � LL5 TO BE I ' APPROX. 0 i ) t MINIMUM 5'-0" SEPARATION � � _ �lT LOCATION /� �� - _� ,' ' f "`l ��� PROJECT LOCATION & SCOPE FROM PROPERTY LINE - 0, �R,1M� p,CK OF TREE TO SITE PLAN & ZONING DATA 10 -O SEPARATION FROM 4 �,c�� REMAIN ® , ,� ' '; • ' « ;' /w' 1a _ 4 PROPOSED STRUCTURAL PLANS BUILDING (TYP.) s. � - - - - - - - - - - - - PAGE: APPROX. LOCATION OF /// „ ,. SUBJECT PROPERTY '�, ' ' .$ �. - 10 1 .00 DWV/ WATER SUPPLY RISER TREE TO REMAIN y ,� -001m00 EL.=��' � �� �" .� GAS RISER yJ��< - ., � DATE: 02 22 EXISTING , _ _, , .r �,. R. "' �' ;, 11/ / 1 OF 19 DRIVEWAY , '� _ � � - ��4q 141 + jr ENTRANCE ` ��: Nc ' ,g � }}{--- - - - - ' ' \/ ` // A�'l9 rt�'.r ft �,}y � rj¢■,' p,� R M" W� r,Y 'a. g ,•v�" ,,,.///'F , ,� � ys'" �,• �• •A ylw �j' W S," `'� �-^i lk !_L. �4 " } // �q .. • �:� � O .a I ' ��Y� i-Y `M d:6 S mod' � G„GF'.Y A �• � r} � sP., ,I° • � `z � •i,• � t 0 ` / ,> r di' S� _ ,°,.>± =-.,. ✓'• ,v^ -«1!" _ a - ..'$ " - -` • fit •a�4 r •' i, / �` as• '� 4 �r 1 '' , • �, .,' '� �T+_/ ,'p✓� ..� ' 'e^k, iL `L';gyp ,, ��f• ,+,' �,� w 9 /// i �.pJs r I �-, ',$ - e^ ,,.`l. .• P^'w';•, '_;"' $k � '� " ,t\'a� .,i�'fir '�;.y � �L •�. " .��:. �� i�`.a_..-�... � !M e.." peg SITE PLAN SCALE: I" = 15'-0" LOCATION MAP ` SCALE: NT5 NOTES $ SPEC:I F I GAT I ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS SITE WORK ABBRE Y I AT I O NS IT IS THE CONTRACTORS RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED I. ALL LUMBER SHALL BE DOUGLA5 FIR LARCH #2 d BETTER(Fb = 875) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED To PREVENT THE USE 1. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY BD. BOARD INSUL. INSULATION l TOGETHER AT ALL TIMES. IT IS ALSO THE CONTRACTORS RESPONSIBILITY-0 READ ALL NOTES, PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK RECEIVE CLARIFICATION FROM ARCHITEOVENGINEER PRIOR TO PROCEEDING. SFE BASE FLOOD ELEVATION INT. INTERIOR Q - 2. ALL LUMBER IN CRAWL SPACES TO BE IS' ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED CL &" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR _ __ GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. BLDG. 1 BUILDING K KIPS (1000 LBS) 0 GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT STOCKPILE TOP501L OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING -- W I. No WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. 51ZE OF SILL TO BE (2) 2"xb",UNLESS (1) 2"xb" (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD SITE. STOCKPILE ALL EXCAVATED MATERIALS. BM BEAM MANU. SPEG.'s MANUFACTURER'S SPECIFICATIONS J � APPLICABLE BUILDING DEPARTMENT. IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS - - - (y) 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. NEW AND EXISTING BACK FI_L MATERIAL ARE TO BE FREE OF WEEDS, TREE B.O. BOTTOM OF MAX. MAXIMUM 1. 41 ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TECO" OR ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE --- _ _ �___ Q E STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. BOT. BOTTOM MECH. MECHANICAL -I "� N PREFABRICATED WOOD I-JOISTS,STRUCTURAL COMPOSITE LUMBER, __ n Ln 3. ALL WORK SHALL CONFORM TO NATIONAL,STATE, AND LOCAL CODES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD,AND STRUCTURAL 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. B.D.W. BOTTOM OF WALL MIN. MINIMUM 0 FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING ____ __ �N, _ -6 0 O AND AUTHORITIES HAVING JURISDICTION.. RULES SPECIFIED IN 1.1 THROUGH I.B. FOUNDATION,CONCRETE, AND MASONRY G.J. CEILING JOIST 1 NAVD58 NORTH AMERIGAN VERTICAL DATUM OF Ila& z; � >_ C 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT L r- OF THE OWNER/BUILDER U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE COL. COLUMN NYC, BG NEW YORK CITY BUILDING CODE 0 0 Z O INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED SUB_GONTO THE NE IN SUCH A MANNER O ASSURE THAT THE CONDITIONS OF -- - � �� �- "(I5 -Y I 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS �• ALL BEAMS,GIRDERS, ETC. TO HAVE MIN. OF 3-I/2" BEARING BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION S THE THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. CONT. CONTINUOUS O.G. ON CENTER WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE _ _ c = (V SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING 5. MIN. HEADER TO BE (2) 2"xI0" UNLE55 OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE 0 o t WITH THE WORK. GRADEMARK SHALL INCLUDE AN EA51LY DISTINGUISHABLE MARK OR 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN,UNDISTURBED SOIL =BL. � DOUBLE OGG. OCCUPANCY _(__ 0 4- r- 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE cf. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE 3• SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. �FE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION � N c6 P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE PS20-qq. UNLESS APPROVED BY THE ARGHITEGT/E°N6INEER. -- ----- Q O � O 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE, UNLESS DIM. DIMENSION P. GONG. POURED CONCRETE 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS OTHERWISE NOTED ___-_- BEFORE THE START OF FRAMING ON PAGE 6-005. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALL5 AND THE PROVISIONS OF ANSI/ALTO A 1110.1 STRUCTURAL GLUED LAMINATED D.J. DECK JOISTS L. l�PLATE ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS,U.O.N. - FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. EA. EACH PLYWD. PLYWOOD ^ ` APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED b. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS --__ W WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM D5055 UNTIL 151 TIER OF FRAMING I5 IN PLACE. q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE ELEV. ELEVATION P.T. PRE55URE TREATED II. SUB FLOORING,GENERALLY, TO BE OF 3/4 THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUE U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS 10. OWNER/SUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, D, 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. EQUIP. EQUIPMENT J REQ'D � REQUIRED CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL _ 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE -- - 8. ALL OPENINGS FOR BEAM POCKETS,UTILITIES, ETC. TO BE FILLED EXIST. EXISTING [RI RISER 1 II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO,RA APPROVED EQUAL. EVALUATION REPORT. SOLID WITH CONCRETE. - 11- AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. BLOCK EXTERIOR STUD WALL5 AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES - EXTERIOR RM. ROOM PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. U51NO STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. / 1 - - v A5TM D5456 STANDARD SPECIFICATION FOR EVALUATION OF 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER • 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS 14. PROVIDE 'X' GROSS BRACING AT JOISTS,STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOGUMEN, THE n RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED &'-O" AND AT EVERY &'-O'. 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS DAYS OF 4,000 P.S.I.,U.O.N. FAR FLOOR AREA RATIO STL. STEEL (D 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. 11. GONG. SLABS TO REST ON MIN.OF 6" FINE GRAVEL OR SAND WITH m 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE b MIL. POLYETHYLENE VAPOR BARRIER UNDER F.A.V. FRESH AIR VENT S.V. SMART VENT "'�� 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 6-005. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U51NO PREFABRICATED • WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE FF FINISHED FLOOR TBD TO BE DETERMINED TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. 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 BROOM GLEAN. NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLASS CONNECTED WOOD TRUSS CONSTRUCTION, THE TRU55 DESIGN DRAWING5, (1) WALL TIE PER (3) 50. FT. FLOOR JOISTS - U c 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL IT PROVIDE ALL NAILING AND 5TRAPPIN6 ADDRESSED ON PAGES 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. F.J. THK. ][THICK. LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, L I8. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. lb. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL FOUND. FOUNDATION T.O.W. TOP OF WALL 0) AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR GYPSUM MAX. 32'-O" O.C.,TO DIRECT ANY CONDENSATION TO THE EXTERIOR. 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A IV' SPAN. WALLBOARD, ASTM 037 SPECIFICATION FOR GYPSUM LATH, OR ASTM C7q 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING To EXTERIOR OF FOUND. FRCS FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD n SPECIFICATION FOR GYPSUM SHEATHING BOARD. C/J THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER FROM FOOTING TO 2" ABOVE FIN15H GRADE. W COMPLETION OF PROJECT. Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING FR. FRAME -� TYP. TYPICAL AS PER PAGE 0-003. 1.'1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL - ---- -------- Ib. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES MEET THE PROVISIONS OF ANSI/AHA AI35.4 BASIC HARDBOARD OF FRPR. FIREPROOF U.O.N. UNLE55 OTHERWISE NOTED I Q IT THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, OF 40"F AND FALLING,UNLE55 APPROVED BY ARCHIT'EOVEN6INEER. NO ql� 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. - ---- - ARCHITECT/ENGINEER, AND THEIR AOENT5 AND EMPLOYEES FROM AND CONCRETE SHALL BE PLACED ON FROZEN SURFACES. AOAIN5T ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ACCORDANCE w/AWPA G22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTC. FOOTING RT. [VERTICAL TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER I.8 STRUCTURAL PANELS: ATTORNEYS FEES ARISING OUT OF OR F:ESULTING FROM THE PERFORMANCE OF 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD Am THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE,LOSS OR EXPENSE (A) ARCHITECT/ENGINEER. IS ATTRIBUTABLE TO BODILY INJURY,SICKNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, Lad. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL I FU.S. DEPARTMENT OF COMMERCE CONTRACTOR IS TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS O U 5 H.D. �I HOLD DOWN W/ WITH INJURY IN OR DESTRUCTION OF USE REI_E PROPERTY (OTHER THAN THE WORK MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND H PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (B) 15 CAUSED IN WHEF.E EVER APPLICABLE. - < WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OM155ION OF THE ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD,U.S. DEPARTMENT OF COMMERCE VOLUNTARY HDR HEADER WD. WOOD ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR - GONTRAGTOR, ANY SUBCONTRACTOR, AINYONE DIRECTLY OR INDIRECTLY Iq. UNLESS OTHERWISE INDICATED,ALL FOUNDATION FOOTINGS ARE TO BE A EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE MIN. 10" DEEP PROJECTING b" ON EACH SIDE OF THE FOUNDATION WALL. HNGR HANGER ZR ZONING RESOLUTION BE LIABLE R:EOARDLESS OF WHETHER OR NOT IT IS CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. PROVIDE TWo #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK PARTY INDEMNIFIED HEREUNDER. A. TRU55 JOIST MGMILLIAN 1.61E MICROLAM CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORGIN6. HOR. HORIZONTAL �E �� B. 6EOR61A PACIFIC 2.OE 6-P LAM 1.82. ORIENTED-STRAND BOARD (0513), WAFERBOARD ORIENTED-STRAND 0. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR KAFERBOARD USED IN STRUCTURAL IONS SHALL MEET 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED BUT NOT LIMITED TO FORM-WORK,BLOCK-WORK, FRAMING, NAILING, PLACING A. TRU55 JOIST MGMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY AS IN SOLID d SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. lb" WIDE x 8" ALL To BE INSTALLED AS PER MANU. 5PEC.'s PRODUCT STANDARD 2 (PS2) PERFORMANCE VOLUNTARY PRODUCT OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR DEEP 4 3'-O' BELOW GRADE. TO BE SURE THEY ARE IN ACCORDANCE: WITH THE DRAWIN65, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR INSULATION � FENESTRATION REQUIREMENTS APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. _------________ ._ AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, AUTHORIZATION OF THE ARCHITEGT/ENGINEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL 6LA55 WINDOWS AND DOORS PROPOSED DESIGN CODE PRESCRIPTIVE VALUE $ CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM To ANSI A205.1 AND ANY I. ALL 6LA55 TO BE INSULATED LOW-E,UNLESS OTHERWISE SPECIFIED. COMPONENT COMPLIES Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE VALUE CITATION (PER 2020 NY5ECCC) NEEDED,UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER PERTAINING ARE TO BE FIELD VERIFIED. NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE CLEARANCES ARE PROVIDED. - - - OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-51XTH OF THE ACTUAL 1.&A. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS U-VALUE = O25 MAX.U-VALUE -032 20. CONTRACTOR TO REMOVE 8 RELOCATE AS REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA A114.1 CELLULOSIC, 3. ALL 5LIDIN6 6LA55 DOORS,SKYLIGHTS, AND ANY 6LA55 UNIT INSTALLED FENESTRATION U-VALUE AIR LEAKAGE - 0.50 CFM/SF MAX. AIR LE AKACe t TABLE.5 02F.4/5 CLIMATE ZONE 4 YES WHICH INTERFERES WITH NEW CONSTRUCTION IN A W WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM G208 STANDARD SPECIFICATION FOR WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, -_ . IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. UNLE55 OTHERWISE NOTED. HOLE SHALL NOT BE CLOSER THAN 2 INCHES To THE TOP OR BOTTOM EDGES. CEILING R-VALUE R-41 BATT INSULATION MIN.R-VALUE = 4q YE5 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S PER TABLE R402.12-CLIMATE ZONE 4 SPECIFICATIONS, UNLE55 NOTED OTHERWISE. I.&S. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH _ _ 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. MANUFACTURER'S SPECIFICATIONS. CEILING R-VALUE R-41q SPRAY FOAM INSULATION;'i" MIN.R-VALUE - 4q 22. PROVIDE FIREBLOCKIN6 AS PER NEH YORK AGGE551511-ITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I (CATHEDRAL AREA5) (I"PER SPRAY FOAM= Rf) PER TABLE R402.12-CLIMATE ZONE 4 THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE GOVERNING BUILDING CODE,AND ANY ADDITIONAL 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION ENERGY CONSERVATION CONSTRUCTION CODE. EXTERIOR(2'xb") WOOD R-21 BAIT INSULATION MIN.R-VALUE = 20(CAVITY) YES THE UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS of THE HOLE SHALL NOT BE CLOSER THAN THE EDGE OF THE STUD. REPORTS. FRAME WALL R-VALUE PER TABLE R4o2.1.2-CLIMATE ZONE 4 COPYRIGHT PROTECTION ACT OF IggO ('AWGPA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME ME GROSS-SECTION. 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR ________ _____ -_ _____. _ _ 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. FLOOR R-VALUE R-3o BAIT INSULATION MIN R-VALUE = Iq YES 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE CONFORM To THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2."1. PER TABLE R402.12-CLIMATE ZONE 4 CODES AND REFERENCE STANDARD: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, -1. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL _ _ ___-_--_ _- - I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK NOTES, AND TABLES ON PAGE 6-003 4 0-004. THE FASTENING 50HEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 15.2.1 SQUARE AND 5G W REEN5 AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. COMPLIANCE STATEMENT: STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 SPECIFIES THE F.EQ'D NAILING FOR THE SHEATHING(ANY NAILING HEX BOLT5 AND SCREWS (INCH SERIES). To THE BEST OF MY KNOWLEDGE,BELIEF,AND PROFESSIONAL`AJD6MENT,THESE PLANS AND SPECIFICATIONS ARE IN Z NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING &. ALL 6LA55 15 To BE FREE OF SCRATCHES AND IMPERFECTIONS. CLASS COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4[RE]. 1 STATE ENERGY CONSERVATION CONSTRUCTION CODE. SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG 5GREW5: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. 2 SHEARHA%LL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. SPEG.'s). ASME 515.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). 0 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. cf. ALL WINDOWS TO BE MARVIN. IF CONTRACTOR IS TO SUBSTITUTE WITH V ANOTHER WINDOW , IT IS THE RESPONSIBILITY OF THE WOOD FRAMING, AND CONNECTION To FOUNDATION - 2018 WOOD FRAME 2.2.5. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES MANUFACTURER CONSTRUCTION MANUAL BY THE AMERICAN FOREST d PAPER ASSOCIATION 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGN CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, THE CHARACTERISTICS OF THE MARVIN WINDOW SPECIFIED. THE (AFdPA) AMERIGAN WOOD COUNCIL (A1�IG). TREATED WOOD d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE WALL w/ STEEL SHIMS $ A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. ROUGH OPENING, U-FACTOR,LIGHT AREA,VENT AREA, AND EGRESS PLUMBING CODE. SECURE w/(2) 1/2" (P ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® REQUIREMENTS. cii EXIST. WALLS 8 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING 51ZE AND10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIFJNAYS SHALL BE TEMPERED CLASS. Hp 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" GAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUGTUURAL QUALITY, T MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL E . TABLE R50I.-I HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY CLIMATIC $ OEOORAPHIC DESIGN CRITERIA II. EXTERIOR GLAZING SHALL BE PROTECTED FROM REQUIREMENTS DEBRIS. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE PROJECT: CODE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION STANDARD 5HEARWALL HARDWARE (w/NOTED VALUES) d ANCHOR BOLTS, CODE EVALUATION REPORTS. MISSILE TEST OF ASTM E141416 AND A5TM E188b AS MODIFIED BY 2020 NYS BG CONSTRUCTION CODE. U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET GROUND SNOW LOAD 25 LBS w/b" RISE 8 w/(2) s/4"m BOLTS THROUGH CENTER LINE OF VERTICAL LEGS 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTN( F 1667 STANDARD THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR ALLOWABLE KOUVARAS SPECIFICATION FOR DRIVEN FASTENERS: NAILS,SPIKES AND STAPLES. STRUCTURAL MEMBER BASIC WIND SPEED 150 MPH SET b" DIST.,U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE G-003. ANSImASMA 115. DEFLECTION RESIDENCE GENERAL WIND PROTECTION CONNECTION NOTES: . .6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES - - ----------_-- ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL 22 SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE i2. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATEGORY B CONSTRUCTION;55TD 10-qq AND 2018 5E3G HIGH WIND EDITION WOOD FRAME A THICKNESS OF NOT LE55 THAN " AND A SPAN OF NOT MORE THAN &' SHALL L/I80 CONSTRUCTION AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE I� - 1. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, MANUFACTURER'S CODE EVALUATION REPORTS. BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND W/NO FINISHED CEILING ATTACHED TO RAFTERS SEISMIC DESIGN CATEGORY B FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE ASPHALT ROOFING SHINOLE5 SCREWS: SCREWS SHALL COMPLY WITH AN51/ASME B I8.6.1 PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS 2.2.7. INTERIOR WALLS 4 PARTITIONS H/I80 I. ALL SLOPED ROOFING 5HINOLE5 SHALL BE OAF-GLA55-A ASPHALT ROOFING wOOD5GREWS (INCH SERIES). PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE WEATHERING SEVERE 80 SOUNDVIEW AVENUE 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT SHINGLES OR APPROVED EQUAL. R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF ISG SHALL CORRO5ION-RE515TANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED FLOORS d PLASTERED CEILINGS L/360 FROST LINE DEPTH 3'-0" MATTITUCK N.Y. 11952 BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT,UNLESS OTHERWISE ON THE BUILDING. NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE ALL OTHER STRUCTURAL MEMBERS L/2`0 DIRECTLY TO THE WEATHER OR SUBJECT 3. METAL PLATES,CONNECTORS, SG JE BOLTS AND NAILS EXPOSED AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL MECHANICAL CONNECTIONS: GT TO SALT CORROSION IN COASTAL LINE. a 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. PLUMBING TERMITE MODERATE TO HEAVY DRAWING TITLE: AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS 'SIMPSON" MAY BE I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT(DWV) EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 ICE BARRIER REQUIRED YES 3. PROVIDE FLA5HIN6 NECESSARY FOR WATER TIGHT AND WEATHERPROOF SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. SYSTEMS TO NYS PLUMBING CODE AND NYS DEC REGULATIONS. GENERAL NOTES 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUGTLRAL PANEL CONSTRUCTION. EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 SHEATHING AND 51DING, FRAMING ANCHORS OR CONNECTORS SHALL BE 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. ENERGY TABLE PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S BY 'SIMPSON" MANUFACTURER. AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. SPECIFICATIONS. 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS - -- -- -3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES AND AT BASE OF VERTICAL WASTE PIPES. ------- - -- - - --- --- - - -------- -- - - ---- - _ 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING 5. NAILING OF ROOFING SHALL SE TO CODE. INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL RAFTERS EXCEPT WHERE COLLAR TIES OF 1"xb" OR 2"x4' LUMBER IS LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 1/5" PER LOCATED IN UPPER THIRD OF ATTIC, SPACE AND ATTACH TO EACH PAIR OF 6. CORROSION RESISTANT II GAGE ROOFING NAILS AND I6 GAGE STAPLES ARE LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY 'SIMPSON" FOOT. RAFTERS. PERMITTED 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: STRUCTURAL DESIGN LOADS PAGE: 7. PROVIDE (2) LAYERS OF IS# 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. ASPHALT BUILDING FELT UNDERLAYMENT FOR 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED - DISH WASHER.........................................2" c 2:12 PITCHES TO 4:12 PITCHES 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER - KITCHEN SINK........................................2" --- - 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48' AND EVERY - LAVATORY...............................................2" G-002mOO MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. USE LIVE LOAD I�DEAD LOAD 16" WITHIN 4' OF EXTERIOR CORNER_. 5. ASPHALT SHINGLES SHALL BE TESTED To DETERMINE THE RESISTANCE OF - SHOWER/TUB..........................................2' �1_ THE SEALANT TO UPLIFT FORGES USING ASTM D b381. 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER - TOILET........................................................3 8. SILL PLATE TO FOUNDATION ANGHOF2A6E;SILL PLATE SHALL BE ANCHORED SPECIFICATIONS OF THE PRODUCT BEING INSTALLED - LAUNDRY .................................................2" EXTERIOR BALCONIES 40 psf 15 psf TO THE FOUNDATION WITH ANCHOR BOLT5 HAVING A MIN. BOLT DIAMETER - FLOOR DRAIN..........................................3" -- OF J" AND 3"x3"x�" WA5HER5. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY DECKS 40 psf 15 psf PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR ARCHITECT 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4' DATE: 11/02/22 2 OF 19 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN CONCRETE/MASONRY THROUGH ROOF. FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS GYPSUM WALL BOARD 8. ALL CONNECTORS SPECIFIED A5 A 'SIMPSON" TOP MOUNTED BEAM PA55ANOPR VEHICLE 6ARA6ES 50 psf AS PER PLAN AND AT SPACING NOT EXGEEDIN6 4' ON CENTER. I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED 7• PROVIDE FROST-PROOF HOSE 5155 WITH EASILY ACCESSIBLE DRAIN # COMPOUND METHOD. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. DRAIN GOCK5 AS REQ'D. HOSE BIBS SHALL BE PROVIDED WITH BAGKFLOW ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42") 10 psf 15 psf ELECTRICAL: PROTECTION. I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM 2. ALL GYPSUM BOARD SHALL BE I/2" ON WALLS AND CEILING, UNLESS TO 2017 NATIONAL ELECTRIC CODE, NFPA 70 AND 2020 NEW YORK STATE OTHERWISE NOTED. WATER RESISTANT (W.R.) AT BATHROOMS AND WHERE &. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf pp�� `" DEEMED APPLICABLE. INSULATION WITH BACK FLOW PROTECTION. pp���l� �Ar 'h ENERGY CONSERVATION CONSTRUCTION CODE. ��+ I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL PAGED ROOMS OTHER THAN SLEEPING ROOMS 40 psf IS psf �d ` . ;, P p li `l I �: ,a 2. CONTRACTOR WILL FURNISH A FIRE UINDERWRITERS CERTIFICATE UPON 3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL CJ �.,��-� ` J, a ' COMPLETION OF WORK. (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET FOIL TO BE PLACED TOWARD WARM SIDE. HEALTH DEPARTMENT STANDARDS AND REGULATIONS. �J .j�' ;� ,`y IN EACH DIRECTION BEYOND THE UNIT(S). AL50 AT HEAT PRODUCING SLEEPING ROOMS 30 psf 15 psf 4,' . o n 1,.,, k 3. SMOKE DETECTORS IN CONFORMANCE WITH NFPA 72: EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR � ` .;:fit I i,_ CONCRETE PANELS OF 5/&" THICKNESS MINIMUM. WALLS FROM 6" BELOW GRADE TO 24" BELOW 6RADE IF DESIRED BY TO CONGEALMENT OF PLUMBING. STAIRS 40 psf 15 psf * " , t,. - GENERALLY,VERIFY OR PROVIDE HARD WIRED p p ,t! t ,A. SMOKE DETECTORS w/ BATTERY' BACK-UP IN: CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE 9 4 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDOE5 SHALL BE FOUNDATION WATERPROOFING. II. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. f l i. . A. EACH 5LEEPING ROOM TAPED AND RECEIVE THREE COATS OF JOINT COMPOUND. ALLOW 24 HOURS NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED GUARDRAILS AND HANDRAILS 200 psf 15 psf y. � - . �� TO DRY BETWEEN COATS. FINAL GOAT TO BE SANDED SMOOTH. 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: NOR ANY POTENTIAL DAMAGE THEREOF. l 14, L B. OUTSIDE OF EACH SEPARATE SLEEPING - q" R-50 FOR FLAT CEILIN65 A ' 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND - 5.25" R-30G FOR VAULTED AND CATHEDRAL CEILINGS 12 psf FOR ATTIC S w �4 AREA IN THE IMMEDIATE VICINITY' OF MECHANICAL. FUEL 6A5: ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf FOR LATH. "'< owoc*Pt'�"� THE BEDROOMS (GENERALLY THE HALLWAY) ALL OPENINGS. - 55' R-15 FOR 2"x4" WALL CONSTRUCTION - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION 1. MECHANICAL AND FUEL 6A5 SYSTEMS SHALL COMPLY w/THE G. EVERY LEVEL OF DWELLING 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 0-005. - 5.25" R-21 FOR FLOORS NY5 MECHANICAL CODE AND FUEL GAS CODE *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH (BASMENT, FIRST FLOOR, 4 SECOND FLOOR, ETCJ ASCE 7-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) HOLDONN DETAILS TYF I GAL NAIL I NO/STRAFFI NO REOU I REMENTS FOR FASTENING SCHEDULE A ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER U P L I F T/ SHEAR/ I$ LATERAL N 1 N D R E S I S TA N G F- NOTE: TH 1 S SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS (SEE PAGE G-005 FOR STRAPPING AND NAILING REQUIREMENTS 0- SUBSTITUTIONS MAY BE MADE W ,WHEN LOAD CAPACITIES ARE MATCHED Q ALL STRAPPING TO BE ly4"x 20 GAUGE -- "SIMPSON" EQUIVALENT - G AND ROUGH OPENING FRAMING REQUIREMENTS) 0 S20 (COILED STRAP) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE Lu *USE IOd NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWC 200 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) J co HOEDOWN 'A' HOLDONN 'B' DESCRIPTION ][FASTENERSPFC. FASTENER Q CONNECTION A AND QUANTITY SPACING +1 NAILING GRID N FOP,FOUNDATIONST Ln � ROOF 4 CEILING FRAMING 0 .6 � O T I.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A Ibd +•, W ENDWALL COMMON NAIL w/o PREBORED HOLES. L ENDWALL -�_ 2, RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER RAFTER 0 c Z O (3) 2x FULL (5) 2x FULL CORNER STUD AT RAFTER TO RIDGE 2.k4OOD IS ASSUMED TO BE Or,#2 a BTR. IN DRY USE a •— HEIGHT STUD HEIGHT STUD CONNECTED TO R.R. 2++ iv SERVICE C>3 CORNER STUD TRANSFER SHEAR R.R. CONNECTION: CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE G-003 PER JOIST T V r- NNEGTED TO 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL N TRANSFER SHEAR f ry (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL 0 +� "SIMPSON" HDQS I FOR STRAP - 3 8 d COMMON • • ' ' • ' HOLES,SET NEw MEMBER. GEILIN6 JOIST TO PARALLEL RAFTER(PAGE-NAIL) SEE PAGE G-003 EACH LAP O 4-J Cfl HOLDOWN ANCHOR 0 2-16d COMMON � 2-Ibd COMMON NAILS 0 EA. END OF STRAP. • GEILIN6 JOIST LAPS OVER PARTITIONS (PAGE-NAIL) q-Ibd COMMON EACH LAP ca • • • NAILS ® 6"O.G. d LOCATIONS NOTED i, NAILS® 6" O.G. d 4.NO MIXING OF NAIL SIZES oR TYPES ALLOWED '�•'' CV A O.G. IF BLOCKED ON PLANS 10" O.G. IF BLOCKED cc -40" CORNER POST FOR ROOF SLOPES UNDER 5:12 WITH C.J./G.TIES ?4 • • 5.SEE SECTION b FOR ANY REQT TO CLINCH THE NAILS(TO Q O G CORNER POST ROOF SPANS OF 24' OR GREATER, x TIGHTLY BOND THE END OF THE NAIL TO A q0" ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 6-003 PER TIE USE 4 8 d COMMON NAILS ® GRAPHIC BELOW) "SIMPSON" HDQS b.DIMENSIONS ARE DERIVED FROM THE NOS COMMENTARY HOLDOWN ANCHOR 6 � ' EA. END OF STRAP FOR ROOF n SECTION 12.4-PLACEMENT OF NAILS 6 SPIKES t TABLE BLOCKING TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END LOCATIONS NOTED SLOPES OF 5:12 AND GREATER. cR 4-1. n 1 ON PLANS " RIM BOARD TO RAFTER (END-NAIL) 2-Ibd COMMON EACH END (D CONNECTION BI B2 AT RAFTER TO TOP PLATE TO STUD WALL FRAMING HOLDOWN INSTALLATION OPTIONS: - CONNECTION: FOR NEW P. GONG. FOUND.'s FOR STRAP - 3 S d COMMON NAILS ® B2 TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON I PER FOOT HOLDOWN CAST IN PLACE w/7/5"(P THREADED ROD " "• EA. END OF STRAP: - • • U •— �� WHEN IN TOWN OF ISLIP OR NAILING [ i TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE FOR EXIST. P. GONG. OR NEWLY CURBED FOUND.'s • • i 1 I • • n1 7/8"0 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO NOTE GEOMETRY EXCEEDS THAT PERMITTED IN W CONCRETE w/ "SIMPSON" SET(HIGH STRENGTH EPDXY i I B I • • MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. M ADHESIVE), d FOR TEMP.'S O°F-40°F USE "SIMPSON" AT 1 SIMP50N # H2A (OR EQUAL) RAFTER TIE 4_J I 1 1 (HIGH STRENGTH ACRYLIC ADHESIVE) HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES • FOR TOENAILING - 3 8 d COMMON NAILS _ FOR EXIST. /NEW G.M.U. (GONG. BLOCK) • TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD FILL TOP 2 COURSES SOLID d CAST IN PLACE HOLDOWN USE SAME • w/7/8"(P THREADED ROD REQUIREMENTS FOR BOTTOM PLATE TO FLOOR JOIST, BAND JOIST,CONNECTION "-- ___`,^�1 FOR G.J. TO R.R. - 1I6 d COMMON NAILS / 1 `f RAISED G.J.'s(WHEN AT G.J. TO G.J. CONNECTION: ENDJo15T, or BLOCKING (FACE-NAIL) 2-I6d COMMON I� PER FOOT APPLICABLE) FOR EA. PLATE TO STUD ABOVE 4 OR BELOW HOLDONN 'G' HOLDONN 'D' _2— _16_d COMMON NAILS FOR G.J. TO G.J. - q 16 d COMMON NAILS FLOOR FRAMING .— FOR NE:W $ EXIST. FOUhIDATIONS FOR NEWLY POURED CONNECTION GI l$ G2 • JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-&d COMMON PER JOIST Aft FOUNDATION ® ONE STORY ONLY ; nD (5) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END Q HEIGHT STUD CORNER STUD NNEGTEO TO BLOCKING TO JOIST (TOE-NAIL) 2-Sd COMMON EACH END TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY "SIMPSON" HDQS (3) 2x FULL . ° BLOCKING TO SILL or HOLDOWN ANCHOR 0 2-I6d COMMON HEIGHT STUD . G2 �-' TO STUD CONNECTION: 3-I6d COMMON EACH BLOCK LOCATIONS NO NAILS ® b" O.G. 8 I ° TOP PLATE (TOE-NAIL) ON PLANS 10" O.G. IF BLOCKED CORNER POST G I I FOR STRAP - 3 8 d COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST •. NAILS ® EA. END OF STRAP JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-Sd COMMON PER JOIST ° N N, FOR EA. PLATE TO STUD ABOVE 4 OR 2-I6d G N BELOW - 2 16 d COMMON NAILS NAILS ® " O. I BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-Ibd COMMON I PER FOOT ROOF SHEATHING STRUCTURAL PANELS: SOLID° ) INTERIOR ZONE 5d COMMON 6" EDGE / 12" FIELD a "SIMPSON" ST 14RJ CONNECTION DI I$ D2 BLOCKING PERIMETER EDGE ZONE s Bid COMMON 6" EDGE / 6" FIELD HOLDOWN INSTALLATION OPTIONS: a EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ Od COMMON 4" O.G. FOR NEW P. GONG. FOUND.'s UP TO q" RAKE OVERHANG HOLDOWN CAST IN PLACE w/7/5"(P THREADED ROD --FOR EXIST. P. GONG. OR NEWLY GURR.ED FOUND.'s • -+�� AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NG SHEATHING �� • • 7/5"0 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATE(S) CONNECTION: D2 CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY I/2" MIN. N I GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD ADHESIVE), d FOR TEMP.'S O"F-40°F USE "51MP50N" AT CORNNER ° FOR STRAP - 3 S (HIGH STRENGTH ACRYLIC ADHESIVE) ONE4 REBAR • d COMMON NAILS ® EA. SPECIFIED oN ° END OF STRAP (WRAP STRAP UNDER SILL PL.) E NALL SHEATHING FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE • FOR EA. PLATE TO STUD ABOVE OR BELOW - I FILL TOP 2 COURSES SOLID 8 CAST IN PLACE HOLDOWN w/Wa P THREADED ROD ° ° _2 16_ d COMMON NAILS I STRUCTURAL PANELS 8d COMMON 6" EDGE / 12" FIELD a m e I ���� ALTERNATE CONFIGURATION - ABOVE STUD TO I GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD FLOOR CONNECTION w/ # LPT4 SIMPSON (OR ` STRAP w/(3) NA I L I NC/STRA�F I NG LaN I NDON/DOOR HEADER STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES OFeod'--_�,� NAILS R EA.END E OF EA.STRAP TO EA.JOIST-(FOR FLOOR SHEATH I NC (SUBFLOOR) o ALTERNATE USE SIMPSON H2.5A) U NOTATION: A - NUMBER OF ad NAILS® EA. END OF STRAPPING (2015 WFGM,TABLE 3.7,P. ISq) CONNECTION E STRUCTURAL PANELS: > B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 3.238,P. 2q1) ��^ I" or LESS: &d COMMON 6" EDGE / 12" FIELD w C - NUMBER OF FULL HEIGHT KING STUDS® EA. SIDE OF HEADER(2018 WFGM, TABLE 3.230, P. 292; • GREATER THAN I": IOd COMMON 6" EDGE / 12" FIELD ALTERNATE AS PER TABLE 5.250,P. 2cO) D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE • I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. A D (201b WFGM,TABLE 3.7,P. Oct) TAT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHINS NAILING IS REDUCED. E - NUMBER OF JACK STUDS® EA. END OF HEADER(201b WFGM,TABLE 3.22F,P. 255) ° FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER I G F - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(5) ® EA. SIDE PLATES) CONNECTION O ^a a a a a SHEAR CAPACITIES, NAILING REQUIREMENTS Flo STRUCTURAL MEMBERS SHALL BE DOUBLED, OR (DOES NOT APPLY TO DOOR5) (2018 WFGM,TABLE 3.5,P. Iql) ':� ' a a ,a a ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: B �� a °, • e a ° o a 2 - WH W F EN ALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER O E NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT.FOR STRAP - 3 S d COMMON NAILS ® EA. 3 - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDSE OF THE ROOF, INCLUDING 4' ON EACH as END OF STRAP (WRAP STRAP UNDER SILL PL.) SIDE OF THE ROOF PEAK, THE 4 PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE FASTENING SCHEDULE B ` a g USED. KOUVARAS F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS ��_ a FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - (IN ACCORDANCE W 2 WITH WOOD FRAME CONSTRUCTION MANUAL 01&EDITION) ``~ a _2_ _I6_ d COMMON NAILS RESIDENCE A NOTATION ROUGH A B G D E F G oPNG 80 SOUNDVIEW AVENUE 2'-0" 2 1 1 1 1 1 MATTITUCK, N.Y. 11952 4'-O" 4 1 2 2 2 2 SFL �s I NCB OF TOE ELATE GABLE ENDNALL • - PROVIDE (2) 2"x1O" HDR (MIN.) U.O.N. 6'-O" 5 1 5 5 5 5 BRACING/STRAFFING DRAWING TITLE: (B) - REQUIRES SILL PLATES OF 2"xb" (MIN.) BLOCKING 2 FOR RAKES 12"OR HOLDOWN, ANCHOR BOLT, TOP PLATE LE55 PROVIDE "i 2 3 4 4 4 SPLICE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK® BLOCKING 0 12"o.G. STRAPPING, & NAILING DETAILS LENGTH FOR WIND - EXPOSURES B8G - FOR WIND - EXPOSURES 54C - 4'-0" O.C. TO ACHEIVE RAKE O.H. ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE BUILDING MINIMUM SPLICE',` BUILDING MINIMUM SPLICE'",4 DIMENSION (FT.) LENGTH (FT) DIMENSION (FT) LENGTH (FT) TYP.STRAP w/(3) PAGE: 8d NAILS EA.END OF EA.STRAP - B®L T ���� 1 � I ��T I ®N� I b'-O" 3'-0"/3'-q" I6'-O' 4'-0 I - -- -- -- -- 003mOO TTIG - G— AN(f,HOR 20'-0" 4'-0"/5'-0" 20'-0" 5'-0" 6"- BLOCKING 2 BAYS 12" SPECIFICATION (2015 WFGM TABLES 3.2A 8 3.215, P. 157-160) 24--0" 4'-O"/5'-0" 24'-0" b'-O" BACK 0 4'-0" O.G. DATE: 11/02/22 CORNER 3 OF 19 CONDITION �" FOR ALL STRUCTURES: • 5/e"(D ANCHOR BOLTS ® 39" O.G. 25'-O" 5'-O"/6'-3" 28'-O" 7'-0" J • 52'-0" 61-011/7'-6" 52--0" 8'-O" it SECOND FLOOR NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE 36'-O" 7'-O"/8'-q" .. 1. MIN. 7" EMBEDMENT INTO CONCRETE LENGTHS,THE NAIL SPAGIN6 SHALL BE REDUCED IN ORDER TO 40'-0" S'-O"/IO'-O° 4D'-0" II'-O" BLOCKING 2 B r VIV: CONNECTION USINS 2-Ibd NAILS PER FOOT.FOR SHORTER SPLICE PROVIDE AN EQUIVALENT NUMBER OF NAILS BAYS "R� ��BACK® 4'-O" O.G. END w/ 3" 5QUARE WASHERS AND END NUT SETUP; 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-O" 10'-O"/12'-6" 50'-O" 13'-O" U� CONDITION 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 8 FILL IN EXPOSURE B TYP.STRAP w/(3) �`rp Cyr TOP TWO COURSES SOLID ad NAILS EA. EN ,v e (V F' :i•�•'h t 3.TABULATED SPLICE LENGTHS ARE BASED ON&FOOT WALL 60'-0" 12'-0"/15'-O" bD'-O" I6'-O" OF EA.STRAP 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEI6HT5 FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED BY H/b; FIRST FLOOR OR REPLACED BY HOLD DOWNS FOR 5HEARWALL5 FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE 70-O 14-O 70-O' PLAN DIAGRAM OF ZONES NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR �A " " (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): SO'-0' 22'-O �' 3. ANCHOR BOLTS ARE TO BE BETWEEN 6 12 " FROM ENDS AND CORNERS (TWO ® CORNERS) q'WALL- 1.125 (SEE DIAGRAM :I'TO LEFT) WALL- 125 BLOCKING 2 BAYS xcwr*` I'WALL-1 THIS COLUMN w/MULTIPLIER BACK® 4'-0" O.G. 4. COORDINATE w/ HOLDOWN LOCATIONS 12. 2 VdAALL- 1.5.s FOR 10'-O"WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAMING ORAPHICS CONTINUOUS BUILT-UP C IRDERS, OR MORE SUPPORTS (THAT EXCEED FRAMING STANDARDS, IT 15 REOV FOR FRAMER TO HAVE A F I RE5LOGK I NC FOR PLATFORM HOOD FRAM I N0 WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWC] DETAIL BOOK CONNECTION PATTERN SGHEDULE ASSEMBLY REOUIREMENTs: (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/6 a CONNECTION 4 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED < DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER BLOGKINO UNDER LOAD BEARING WALL PATTERN THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES 10 _--_ LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. W NON-LOAD BEAR I NO WALL OFFSET FROM SUPPORT A (2)ROWS IOd MAX.32°NAILS• 12"O.C. J THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST cc � STUDUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIR.ESLOPPIN6. STUDS B (3)ROWS 10d NAILS o 12'O.C.oc p THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE Q 4-J SUBFLOOR G (2)ROWS I/2" O BOLT5 0 12"O.G.5TA65ERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE •p CU SUBFLOOR DBL,m ENDS TWO-PIECE PLATE SERVE AS FIRESTOPPINO. � LO SOLE PLATE - -_ BUILT UP 61RDER P MAX.52" NAILING: 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE p D (2)ROWS I/2" m BOLTS o Ib'O.C. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE SOLE PLATE JOIST SERVES AS FIRESTOPPING. — SIDE WITH IOd NAILS, TWO NEAR EACH END OF a� E (2)ROWS I/2" 0 BOLTS o 24'O.G. L_ � BETWEEN 1/6 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE 3 5. FIRESTOPPING SHALL BE 2 INCHES OF WOOD BLOCKING p p Z O F (2)ROWS 3-5/6"TRU55LOOK SCREWS o 12"O.C. 1 4 I/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. p, '— 1 SCREWED ON(1)SIDE of MEMBER I LINE; OR ORDERS ARE TO BE NAILED FROM EACH V 6 (2)ROWS 3-3/8'TRU55LOGK SCREWS m 16"O.c. SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE C SCREWED ON(1)SIDE OF MEMBER JOIST, OTHERS STAGGERED w/ A DISTANCE OF 32" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN p O (2)ROWS 3-3/8"TRUSSLOGK SCREWS m 24'O.G. BETWEEN NAILS IN A HORIZONTAL LINE. - JOISTS SERVE AS FIRESTOPPIN6. 4-JO JOIST `CREVED ON(1)SIDE OF MEMBER ,�� N 4-J MAXIMUM OFFSET ��(2)ROWS 5"TRUSSLOGK SCREWS o 12"o.c. THREE-PIECE I IR -1. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND � N C6 J BUILT UP 61RDER MAX.52" THREE-PIECE ORDERS ARE TO BE NAILED w/ 20d 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS O JOIST DEPTH,d `50REWED ON BOTH`51ME OF MEMBER P i NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. — SERVE AS FIRESTOPPINO. Q MATCHED SIZE OF BLOCKING (2)RoWs 5"TRU55LOGK SCREWS O IV O.G. 4 = FIRESTOPPING AND K PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE — 3 UNDER NON-LOAD BEARING SCREWED ON BOTH 51M OF MEMBER PARTITIONS ® 52" O.G. BLOGKINO S� OTHERS STAGGERED W A DISTANCE OF NOT MORE 8. THE HEADER SERVES AS FIRE-STOPPING. ��(scREO V ON BrBOOTH SIDE OF MEEMMBER4"oG 4 1//44 OF AEN 6 THAN 32" BETWEEN NAILS IN A HORIZONTAL LINE. DOUBLE PLATE _ / 4. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL BETWEEN FOUR-PIECE CIDERS ARE TO BE A55EMLED A5 BE ADDED STUDS IN PARTITION ADJACENT TO W GE I L I NO BRAG I NO NOTE: / STRINGER TO SERVE AS FIRESTOPPINO. CANTILEVERED FLOOR I.BEAMS 4 HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED --6 IL SABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN'A'WHEN 5"OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR 4 CONNECTION PATTERN TY WHEN 10"OR LAR6ER p FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH FROM 2.WHEN SC REWING ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL l7 CREWING OR NAILING BOTH SIDES OF MEMBER- FOUR-PIECE HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH OFFSET FASTENERS I/2'FROM ONE SIDE TO THE OTHER BUILT UP GIRDER GIRDERS ARE TO BE SECURELY ANCHORED TO I FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF SUBFLOOR SOLE PLATE 2•x4" CONTINUOUS &ABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR THE VERTICAL OPENING IS SEALED BY PLASTER ON THE CEILING LATERAL BRACE• 60.0. TRUSS BOLTED TO STEEL COLUMNS. BAND AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE U J015T 2) IOd NAILS TRU55 OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G.J. HRINKACE CRACY BY AIR KS OF THE INTERIOR FINTS MOVIN(S INNI H.PLOASTER OUl GEI NO ON NORMAL n 1 NA I L I NO PATTERNS FOR SIDE LOADED BEAMS 00 . FLUSH BEAMS) PLATFORM FRAME CONSTRUCTION NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE V�J 10)8d -LOCATIONS REQUIRUNG FIRESTOPPING- AS FIRESTOPPINO. (LJTJI NAILS ■ FIRE- Fill WOOD FIRESTOPPIN6 FIRESTOPPING I STOPPING STOPPING FIRE- FIRE- SOLE 1t FASTENING RECOMMENDATIONS FOR 51DE-LOADED, STOPPING STOPPING MULTIPLE-PIECE MEMBERS rm JOIST d • 5d COOLER NAILS a 10"O.C. NAILED' BOLTED' " ' U 1 III IYII 2'x4"BLOCK NAILED TO EA.BRACE BLOCKING 2 ROh15 Ibd s ROws Ibd 2 ROYUr 15' 2 ROWS• 2 ROWS)Y FIRESTOPPINO"-EN w/(4) 10d NAILS COMMON COMMON BOLTS a 24• BOLTS BOLTS STUD 20 ga.STRAP O_12.OO' O 12.O.C.' OL.STA66ERED O 12'O.C. O 6"O.C. ■ COVERING IS APPLIED DE OF &YP5UM BOA TWO ROWS 12'O.G. THREE ROW5 12"O.G. To UNDER5II DOUBLE PLATE • 5d COOLER NAILS® 10"o.c. (10)ad NAIL BEAM SELECTION w/ 5TD. NAILING ° ° ° ° ° ° ° ° LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 NOTE: ENDWALL 5 AS NOTED IN NOTES '7 8 8 ° ° ° ° Q� JOIST HALL BE LOCATED DIRECTLY . ° s NONcoMeuSTIBLE L�ocrAnoNTe DENOTES ALT.FOR USE OF DRYWALL SCREWS FIRESTOPPINO OVER STUDS,UNLESS TOP PLATE IS 4•m EDGE/12"m FIELD FULLY BLOCKED I.TOP AND BOTTOM ROYls SHOULD BE 2"FROM EDGES SOLE WOOD FIRESTOPPINO of GIRDER Q DESIGNED TO CARRY THE LOAD SCREWS#6 - IYa'TYPE W OR 5 FlREsroPPIN6 B LOCATION 5 LOCATION 6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER A5 THE BOLT AND SHOULD BE LOCATED 2' TWO ROWS 24"O.G.5TA65Ei2ED TWO ROWS b"O.G. FROM THE TOP AND BOTTOM OF THE MEMBER EVERY BOLT MUST EXTEND THROUGH THE FULLI!' INTERIOR STUD DETAIL THICKNESS OF THE MEMBER USE WASHERS UNDER HEAD AND NUT. O o 0 0 0 0 0 0 o o aim OVERLAID D ROOF 8.STAGGER EAGH ROW OF FASTENERS BY 12'. 0° O 0° n 0° O CJ 0° �� 2'SPADE NOTkk ATTACHMENT @ /ALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING IS FROM EACH SIDE. l ll!I p,Ili'I; TO BE FILLED S © NONCOMBUSTIBLE FIRESTOPPING S.FOUR-PIECE MEMBERS SHOULD ONLY BE USED K-EN LOADS ARE APPLIED TO FIRESTOPPIN6 '�I \ APPROX.I INCH THICK BOTH SIDE OF THE MEMBER 6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6.O.G.OR TRIPLED FOR 4'O.G.NAIL SPACING. TION \ �LOGO -I STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: STRAPPING W/ -1.2 ROWS OF Ibd COMMON NAILS 02'O.GJ FOR DEPTHS 12'OR LESS FIRESTOPPIN6 4 ad NAILS LOCATION 8 LOCATION 9 ® A.END• R.R. 5.5 ROWS OF Ibd COMMON NAILS(12.O.G)FOR DEPTHS OF 14",Ib"4 Ill LOCATION 10 FULL WIDTH 2" BLOGKIN z O CONSTRUCTION DETAILS I$ WIND LOAD PATH CONNECTION DETAILS TOP PLATE DRILL 2"0 INTO ROOF INTERSECTION DETAIL DECK FOR STRAPPINO INSTL. NOT TO SCALE EX15T.OR NEW NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 IOd NTINUOUS LOWER TOE NAILS NOTED CONT.BLOGKIN6 TOP PLATE SPIKED TO R.R.'s ALIGN NEW 4 EX. R.R.AS 5HOWN O STUDS � PLAN VIEW NOTE: SIMILAR• 'SHED' WOOD JO 15 Q WOOD JOI\ 1S- ROOF,R.R. IN LINE CRIPPLE STUD _ fl BLOCK I NO O JOIST HANOER HEADER GENERAL REQUIREMENTS FOR GENERAL REQUIREMENTS FOR •-0 Z W INSTALLATION OF GL.INGHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADER ?. o JACK STUDS � WOOD GIRDER WOOD JOIST -0 MAIN MEMBER qo• 30" � Q JOIST FRAMI NO OVER WOOD OI RDER JOIST FRAM I NO FLUSH WITH OI RDER/HEADER TYP I GAL HEADER CONNECTION I. TOE-NAILS HALL BE DRIVEN ® AN ANGLE OF PROJECT: MEMBER/ I `DIAM.x 5 APPROX. 50' w/THE MAIN MEMBER 4 STARTED APPROX. )� THE LENGTH OF THE NAIL FROM THE MEMBER END, KOUVARAS I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAIGHT THROUH AND BENT OVER A MIN. OF (3) NAIL DIAM.'s AT A 90° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN RESIDENCE MEMBER,FOR THIS APPLICATION,SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTER —O 3. TO AVOID SPLITTINS,NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR CEILING JOIST WALL STUD (D WALL STUD O WHEN FASTENED TO A 2"x4" TOP PLATE OR 3 TOE NAILS BOTTOM PLATE BOTTOM PLATE (� IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB SUB FLOOR 80 SOUNDVIEW AVENUE DOUBLE JOIST DOUBLE JOIST TOP PLATE MATTITUCK, N.Y. 11952 G_H I M. CHASE SECURI NO @ STD. SIDE WALL DRAWING TITLE: WALL STUD O FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS NOTE: (SIM. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/STUDS TO ATTIC FLOOR d BLK'O TO R/L SIDES w/STRAPPINO TO R/L SIDES) tb 0 st PAGE: N I ND RESISTANT CONSTRUCTION CONNECTORS w J 0 TOP PLATE ® O GHIM. CHASE WALL QQ z Q G-004m00 `� o GONNEGTI ON LOCATION: PART NUMBER: NOTES: Q RIDOE-TO-RAFTERS 0520 (9 2I11 APPLY TO EACH PAIR OF RAFTERS °�z Q a z Q ® RAFTER-TO-WALL H-1 APPLY TO EACH RAFTER DATE: 11/02/22 4 OF 19 tu ROOF ° ~ RAFTER-TO-PLATE H8 or H2 3 APPLY TO EACH RAFTER to REQ'D BLOC:KINO �' Q PLATE-TO-WALL STUD C520 @ I TO ALIGN w/STRAPPINO 4 <w a APPLY TO EACH WALL STUD o EA. LEVEL ABOVE u1 N THE FIRiT FL. ®z w 2ND. FLOOR WALL-TO-I ST. FLOOR WALL LFTA or C520 (9 5611 APPLY TO EACH WALL STUD ��ED Ali, C� ® FLOOR/GLG. L HEADER-TO-JAGK STUD C520 @ 12" APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR SSTB1(b APPLY TO EACH SIDEWALL ENDAL * �' IST. FLOOR-UNDER-SILL PLATE C520 WRAP UNDER DOUBLE SILL PLATE ►�, >37/, SIDE \II EW PLAN \/I EW (USE WITH 3" SQUARE WASHERS) USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. OE I FERAL SNT`��50L <E I : SEE FAC-.-,,,E A= 104 .00 FOR K NI�)ON �00 5(�HEE�)ULES FOUNDATION PLAN NOTES EXISTING TO BE DEMOLISHED NEW PARTIAL HEI6HT TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: i WOOD FRAME (L.G. STL. a i (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD Q WHEN APPLICABLE) . ANCHOR BOLTSAS PER PACE 6-003 Lu EXISTING TO REMAIN • P. GONG. FOUND. WALL AS PER DETAIL UPON LJJ • P. GONG. FOOTING AS PER DETAIL Lu NEW WOOD FRAME (L.G. NEW FOUNDATION WALL . ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR J (D STL. WHEN APPLICABLE) • B.O. FOOTING 3'-0" BELOW GRADE MIN. Cy) • 1/2" EXPANSION JOINT® PERIMETER OF SLAB (WHEN Q a--j APPLICABLE) � N NEW F FIRE RATED MIN. (2) 2"x4" STRUCTURAL AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS/ ul ® POST FOR 4" WALLS WOOD FRAME (L.E STL. STOOPS (WHEN APPLICABLE) O G) WHEN APPLICABLE) (MIN. (2) 2 xb STRUCTURAL • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET O POST FOR b" WALLS), U.O.N. NEW 2-HR FIRE RATED FOR HEIGHT OF WALL 3 SLAB (WHEN APPLICABLE) 'i C9 WOOD FRAME (L.6. STL. p c Z O WHEN APPLICABLE) HOLDOWN: 0- �C O2 HOLDOWN 'D' AS PER PAGE 6-005 � N FREEZE PROOF HOSE BIB: O O ±2 (9 O3 FASTENED w/MASONRY ANCHORS (PRECISE ' N a4-J � CONSULT LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) C C6 Q O 6'-0" O EORE55 WINDOW WELL: PROVIDE NEW EGRESS WINDOW WELL b COVER BY D "ROCKWELL;ELITE SERIES" bb"W.X54"H. OR EQUIVALENT. to INSTALL AS PER MAN. SPECS. HO TO SELECT COLOR. O O WINDOW NOTE: _ 5 I. ALL NEW WINDOWS 8 DOORS SHALL BE MARVIN IL ELEVATE SERIES CASEMENT, DOUBLEHUN6,OR GLIDING(AS NOTED); INSTALL AS PER MANU. SPEC.'S. SEE NOTE " IN "6LAS5 WINDOWS AND DOORS" ON PAGE 6-002 FOR MINIMUM REQUIRED TJ — — — — — — — — — — — — — — WINDOW PERFORMANCE. IF CASEMENT WINDOWS - v — _ - - - - — — - - _ — - - _ - - — _ — _ - - - - - ALL GSMNTWNDWS SHALL HAVESTRAI6HTARM f , •� — — — — — V — — 6 - . = :. a 8 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BEF 1 - 1 n , _ TILT WASH —� �— — — — — — — — — — — — — 6 �— — — — — — — — — — F — — — — — — —Lt tJ — — — A-401 5.ALL OLAZIN6 WITHIN W' OF FF TO BE TEMP. O . (Y> 4.5EE PACE 6-005 FOR FRAMING ELEMENTS AROUND .�J I 1 1 7 WINDOWS (TYP. FOR ALL) U.O.N. EGRESS NOTE: STONE IN COMPLIANCE WITH NEW YORK STATE BUILDING PORCH y I I CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF ". ABOVE I I O EGRESS SHALL BE FOLLOWED: Ut O c NET CLEAR HEIGHT................ 24" MINIMUM �— NET CLEAR WIDTH. . . 20" MINIMUM _ TYPICAL CLOSED FOUNDATION • 0 0 PORCHES / PATIOS: I. SEE NOTED DETAILS 23'-2,�2" 2 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:46 AWAY ILL — — — _ — — — — •— - FROM BUILDING Q — — — — — — — — — — — — — — — — — — — — — — — — — — 3. FOR SLABS ABUTTIN& FRAMING, INSTALL COPPER •, ' , " FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, ' BED ALL FLASH N& IN ASPHALTIC MASTIC — — — — 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL TO MN FOUND P 5 P P P� I 6 B MAIN FOUND. a 6 O.G. VERTICAL TO EA. OTHER 5. PROVIDE 4" POURED CONCRETE SLAB W/bXb-IOXIO W.W.M. BETWEEN CENTER d UPPER j OF SLAB SECURED IN PLACE DURING POUR. 6. PROVIDE 6 MIL POLY ON 4" &RAVEL BASE BELOW I SLAB;SLATE FINISH ABOVE SLAB ® _ OPROVIDE 500 GALLON BURIED PROPANE TANK; � INSTALL AS PER MANUFAGT. SPECS ® A MINIMUM OF ---® ,. I F- -1 I I 10'-0" FROM EXTERIOR OF HOUSE; REFER TO SITE O I I PLAN FOR INSTALLATION LOCATION -1 I PROVIDE (1) NEW 4 TON HYDRONIG AIR HANDLER: 1. UNITS BY NFEM" OR APPROVED 2.PROVIDE TO NA6E FORFIST FLOOR 'ZONE 1" a "ZONE 2";UNIT LOCATED IN BASEMENT. 15 I :• I wI ( I I O 3.PROVIDE HOT WATER COIL AND CONNECT NEW HOT e O I IUP I I = I WATER/BOILER COMBO TO NEW COIL PROVIDE NEW WALL-HUNG OAS COMBINATION Oq BOILER: I. BY "RHEEM" OR APPROVED EQUAL ' I 001 I P 2.MAX OAS INPUT: 199,1100 BTU/HR;CONNECT TO NEW '°�'•I °' 4'_9" 3'_b" I PROPANE TANK PROPOSED- • — — .♦ — — — - - — — I A-aoi HEIGHT PROVIDE 120 GALLON HOT WATER STORAGE TANK; FULL _ IS BASEMENT ,{16 I ( 10 INSTALL AS PER MANUFAGT. SPECS Ib _ A-4O1 STAIR 8 RAILING NOTE: II I. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4" RI 4 3 4 MIN. 10" Tr - RISERS SHALL BE CLOSED O A-401 L — J A-4ol 10 J I • I 2. 42" H16H GUARDRAIL k SPINDLE SPAGIN6 NOT TO ALLOW PASSAGE OF A 4" 0 SPHERE; 5 I PA-401 — — 36" HIGH HANDRAIL d SPINDLE SPAGIN6 NOT wA-401 To ALLOH } 17 I 3. 6RIPPABLE RAILAAS PER CODE SPHERE O `PROVIDE FLOOR ' I I U FINISH BY I '... • STAIR TREADS, RAILING 8 POSTS TO BE WOOD "RUST-OLEUM" S MATCH PROPOSED FIRST FLOOR FLOORING W (OR EQUIV); • SPINDLES TO BE METAL 12 I COLOR TO BE A r - A-lo4 SELECTED BY 2 H.O. I _ A-104 O PROPOSED I II t' 12 PROVIDE 8" HORIZONTAL PAINTED SHIPLAP 6SLABE I I 5 FOYER WALLS d STAIRWELL o I-\1 I I , I I AI301 ='OI O NEW MEGH. AREA: PROJECT: °; I (Ib Rl ® AX 8. 5" IS 13 I INSTALL ALL INDICATED EQUIPMENT AS PER MANU. (15) Tr ® MIN. 10, UP I SPEG.'s PROVIDE DE 4" POUR O W.W.M. I I - 002 Ib _ I I i 4 2.MAINTAIN 30"x30" CLEARANCE IN FRONT OF KO UVARAS BETWEEN CENTER B UPPER ' MECHANICAL UNITS AS PER NYS MG 306.1 `9 3.MAINTAIN ALL APPLICABLE VENTING CLEARANCES OF SLAB SECURED IN I O I — — — REQUIRED PER NYS MG 604. RESIDENCE PLACE 4.DISCONNECT,REROUTE, S RECONNECT EQUIPMENT TO PROVIDE MIL I POLY ON 4" I I L J L J 17 L `' EXISTING PIPING AS REQ'D GRAVELS S BELOW I i — — — — - - 9 F- 3 TYPICAL MECHANICAL AREA NOTES: 17 I I. FOR VV. FR. FLOOR - PROVIDE 1/2" CONC. BD. BY "DUROGK" (OR EQUAL) 80 SOUNDVIEW AVENUE 2. FOR HD. FR. WALLS - PROVIDE (1) LAYER OF 5/6" TYPE "X" GYP. BD. UL 005 (OMIT ON GONG. WALLS) MATTITUCK, N.Y. 11952 13 p 5. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. °. I I • • SPEC.'S AND AS PER NYS MECH. AND FUEL OAS CODE 4. WHEN EXIST.,MECH. EQUIP. SHALL BE VERIFIED THAT \ i IT CONFORMS TO NYS MECH. AND FUEL 6R5 CODE DRAWING TITLE: I I I I ` PROPOSED •. ;. ,. :• . ..• .x .•°.. .. .. �� I ',:�• I I �• S. COMB. AIR VOLUME A5 PER MANU. SPEG.'s - PROVIDE MECHANICAL FRESH AIR INTAKE FROM EXTERIOR PROPOSED FOUNDATION PLAN — — — — — ROOM I — — — — — — — ( I ( 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL 10 — = EMEROENGY SHUT OFF SWITCH FOR OA5— — — — - — — — — — — — — — -- — I STONE I I ( 6. LOCATE MECH.VEQUIP. T0 PROVIDE ITCH ALLOW FOR PROPER . . - P J t(1 PORCH — — — P — — — I CLEARANCES AS PER CODE N 2 I I I - - ABOVE - I 9. PROVIDE 3" FLOOR DRAIN IF REQ'D BY EQUIPMENT d °. CONNECT TO SANITARY SYSTEM AS PER NYS PLUMBING CODE ' - - - - - - - - - - - - - - - - PAGE: 7-0" NEW I-HR FIRE RESISTANT CEILING CONSTRUCTION -O _O PROVIDE 2" I 14 PROVIDE (2) LAYERS OF 5/6" "DENS -LASS' FIRE i- WIDE LEDGE I I RATED SHEATHING BY 6EOR61A PACIFIC" (OR EQUAL) O I OABOVER COVER JOIN PANELS AS PER MANU. SPECS (ASTM E 156) b REST UPON �` 5'-O" TYP.�I 14--O" 13'-O' 14'-O" 10'-5" [RATING A5 PER 2020 NYSBG TABLE -f22.6.2(I)] A-10mis00 — L — — — — — — — — — -J - L — — — — — — -I L — — J PROVIDE SHEATHING AROUND DROPPED BEAMS d — — — I g HEADERS AS REQV • - - A-401a PROVIDE FIRE RATED SEALANT® ALL SEAMS BY "3M" _ _ _ _ FASTEN AS PER MANU SPEC.'S DATE: 11/02/22 5 OF 19 — — — — — — — — — — — — — — — — — — — — '14'-10" . I INSTALL ALL AS PER MANU SPEC.'S NEW REINFORCED P. GONG. SLAB — 15 I. NEW 4" THK. P. GONG. SLAB w/6"xb"-10/IO W.W.M. UPON 2. 6 MIL POLY VAPOR BARRIER UPON 16'-2" 14'-6" IS'-2" 3. 4" (MIN) GRAVEL BASE w 16 BEAM POCKET (TYP) ED ARC�f yD 24"x24"x12" DEEP P. GONG. PAD FOOTING o I? AS PER NOTED DETAIL (TYP) FROFOSEID FOUNDATION PLAN 30"x30"xl6" DEEP P. GONG. PAD FOOTING C �.•� S.F. GROSS �� SCALE: 1/4" = P-O° IS AS PER NOTED DETAIL (TYP) L J ✓J �r,L. OE I FERAL S*Nr��BOL E*Nr : SEE FAOE A- ( 04.00 FOR �00R SC.,HEDULES FLOOR PLAN NOTES NEW PARTIAL HEIGHT DOOR NOTE: EXISTING TO BE DEMOLISHED „� , ,J WOOD FRAME (L.G. STL. OI I. INSTALL NEW INTERIOR DOORS WHEN GALLED a ALL 9 OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). Q EXISTING TO REMAIN WHEN APPLICABLE) 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED O OUT ON PLANS BY 'THERMATRU' (OR EQUAL). W NEW FOUNDATION WALL 3.DOOR TYPE TO SELECT NEW WOOD FRAME (L.G. 4.INSTALL AS PER MANU SPEC.'s J cu STL. WHEN APPLICABLE) \\ 3.PROVIDE (2) 2"x5" HDR.,U.O.N. (y) MIN. (2) 2"x4" STRUCTURAL �1 4.SEE PAGE 6-003 FOR ALL OTHER FRAMING Q 4-1 NEW I-HR FIRE RATED ® � �� N ELEMENTS AROUND DOORS TYP. FOR ALL U.O.N. WOOD FRAME (L.G. STL. POST FOR 4" WALLS WINDOW NOTE: WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O I. ALL NEW WINDOWS d DOORS SHALL BE MARVIN O POST FOR 6" WALLS), U.O.N. ELEVATE 5ERIE O5 CASEMENT,DOUBLEHUN6,OR 0 NEW 2-HR FIRE RATED GLIDING (AS NOTED); INSTALL AS PER MANU. i �- WOOD FRAME (L.G. STL. WHEN APPLICABLE) SPECS. SEE NOTE #�1 IN "GLASS WINDOWS AND a _ DOORS" ON PAGE 6-002 FOR, MINIMUM REQUIRED O O Z I WINDOW PERFORMANCE. IF CASEMENT WINDOWS - "CD -,e ALL CSMNT WNDWS SHALL HAVE STRAIGHT ARM V N HINGE WHEN 0 � i 2.IF DOUBLE HUNG - ALL DEL. HUNG WNDW5 TO BE 0 O 4-J TILT WASH O 3.ALL 6LAZIN6 WITHIN I8" OF FF TO BE TEMP. &L. (\j - 4.SEE PACE 6-005 FOR FRAMING ELEMENTS AROUND O WINDOWS (TYP. FOR ALL) U.O.N. - PROV. (2) 2"xIO" Q O 0 HDR U.O.N D N EGRE55 NOTE: IN COMPLIANCE WITH NEW YORK STATE BUILDING CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF /� E6RESS SHALL BE FOLLOWED: W 3 NET CLEAR OPENING........... 5.1 S.F. NET CLEAR HEIGHT............... 24" MINIMUM NET CLEAR WIDTH................. 20" MINIMUM 14'-by2" 14--by2" 8'-0" '1° STAIR $ RAILING NOTE: 4-j I. ALL NEW STAIRS SHALL HAVE MAX. E,-1/4" Ri ' ` r r 6 MIN. 10" Tr - RISERS SHALL BE GLO5ED V ON. 2. 42" HIGH GUARDRAIL S SPINDLE SPACING • PROPOSED NOT TO ALLOW PASSAGE OF A 4" 4) SPHERE;Ell n 1 36" HIGH HANDRAIL b SPINDLE 5PACIN& NOT �f COVERED TO ALLOW PASSAGE OF A 4" 0 SPHERE J PORCH 3. 6RIPPAELE RAIL AS PER ODE T 930 S.F. O ON. PROPOSED _ STAIR TREADS, RAILING d POSTS TO BE WOOD • BLUE-STONE - - PORCH d STEPS PROVIDE WOOD D ® 8 MATCH PROPOSED FLOORING p SLAT PANELS O SPINDLES TO BE METAL i FOR WINDOW O O s WELLS I v O PROVIDE NEW 50 GAL. BURIED DRYWELL -14'-10" • STAIR TREADS, RAILING SPINDLES TO BE 0) CONNECTED TO I 3B WOOD _ OUTDOOR SINK (5' I6'-II" 49'-b" 8'-5" •!n FROM DECK) SMOKE DETECTOR / GO DETECTOR NOTES: V O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT n, SMOKE /CARBON MONOXIDE COMBINATION DETECTOR an \ I 104 ( 1 HARD WIRED TO EACH OTHER w/BATTERY BACKUP. . - 2.INSTALL ALL AS PER MANU. SPEG.'s, AT HT'S POINT OF Q ROOM,5- MIN FROM \ • 3.SMOKE DETECTOR AN,D CARBON MONOXIDE E DETECTOR_6 PPLY AND RETURN VENTS IN COMPLIANCE WITH LOCAL CODE 2 = 3 m o \ �- U� � I I �" i Q ON. DW m NEW WOOD FLOOR: I. NEW J" PLYWOOD SUBFLOOR BENEATH (CLUE d SCREW); SCREW PERIMETER OF SHEATHING 4" O.G. 4 12" O.G. 111�111 INTERIOR. ' p O L _ - - - - - - - - - ? 2.NEW FINISHED FLOOR&" PLANK;LIGHT&RAY;H.O. TO F- j O O A N VERIFY COLOR AND FIN15H x z_ (©(a O NEW TILE FLOOR: POSS RAILING TO BE ® L - I"i O 1. NEW TILE FINISH (H.O. TO SELECT) UPON WOOD;SPINDLES - 0 0 NATURAL LIGHT $ I 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON 4'-O" 12-0 iN - TO BE METAL _ VENTILATION O 3.NEW DUROGK GEMENTBOARD (OR EQUAL) UPON R_ 4.NEW " PLYWOOD SUBFLOO BENEATH (CLUE d SCREW); PROPOSED FLOOR 465 m `a SCREW PERIMETER OF SHEATHING 4" O.G. d 12" O.G. m KITCHEN 5 AREA PROPOSED "' _ INTERIOR. 295 S.F. % REQ. S.F. PROV. GREAT ROOM A-301 REQ TD 3"1.2 S.F. 143.0 S.F. O I. WALL BOARD 15 28o S.F. G BATHROOM NOTE: VENT I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN 15.6 S.F. 108.2 S.F. BURNING ALL BATHROOMS _ REQ D FIREPLACE 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND O �p TUB SURROUNDS 105 2. SHOWER FLOORS PROPOSED 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON lob IO DINING ROOM 22. CONCRETE MUD-SET(SLOPE 115" PER FOOT 'ZONE I" 215 S.F. TOWARDS DRAIN) UPON iv 2.5. WATER PROOF MEMBRANE TO COVER SHOWER REF. FLOOR,WRAP DRAIN 3 ATLEAST 18" UP WALLS O� I NEW LAUNDRY ROOM/CLOSET: I. NEW WASH /DRY HOOK UP m 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s \ BUILT-IN CABINETS b SHELVING W/SIZE OF EQUIP. 3.PROVIDE HOOK UPS AS REQ'S PER MANU. 4'-5" DRYER EXHAUST NOTE: PROP. - - - - - -� .0 1. DUCT SHALL TERMINATE TO EXTERIOR F w \ I PANTRY 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY 1p-i 112 40 S.F. 114 PROP. CROP. = v O N OPENINGS O 3 GL. I ' Z �` 3.DUCT 51ZE AS PER MANU. V 4.DUCT SHALL BE EQUIPPED W/A BAGKDRAFT DAMPER to S.F. WALL-IN z m ' �p 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN / / I 38 I 50 S.F. 6 CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO 6 CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM / m (I ) I ® M <. 2 DN. SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO / I PROPOSED ON. 13 - / 2 GAR GARAGE (I ) r ® MII . I " EXCEED 8 FEET AND SHALL BE LISTED AND LABELED IIS PROPOSED iv IN ACCORDANCE WITH UL 2158A. � 520 S.F. O Q� `fl BATHROOM - 6.EXHAUST DUCTS SHALL BE MIN 0.0I6" THK RIGID QD _ _ 115 SM/GO 4 m 115 S.F. METAL W/SMOOTH INTERIOR SURFACES WITH JOINTS -II-I RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST A-301 �p 10 "ZONE 2" 1I� A-301 �'DUUCTTSSHALL NOT BE CONNECTED WITH SHEET-METAL PROJECT: O IOq c(1�-(I ) 1 ®, M 2 UP 16 16 40 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER \ (I ) r ® MI . I PROP. 5'-O" 5'-O" LOCATION TO THE WALL OR ROOF TERMINATION. THE 10 PROVIDE FLOOR ON. 3'-II" 3'-6' S'-2" � )` 5'-2" \ I FOYER O FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 40° FINISH BY 145 S.F. MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 ARAS \ "RUST-OLEUM' C \ I (OR EQUIV�; 3 BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES 5 LINEN NOT INCLUDE THE TRANSITION DUCT. RESIDENCE \ COLOR TO BE - SELECTED BY 4 �AeoV 1 PROP05ED O NEW ATTIC ACCESS - PULL DOWN STAIR: _ H.O. ` IO8 Ilo m 5 BEDROOM 9 I. MIN. 550 # CAPACITY 155 S.F. 2.SIZE TO FIT MEGH. EQUIP. THROUGH OPENING (MIN. 22"x30') 80 SOUNDVIEW AVENUE / MATTITUCK N Y. 11952 / I III NATURAL LIGHT D 3.DBL. FRAMING WHEN NEW OPENING / 6 101 VENTILATION iv in O 4.INSTALL AS PER MANU. SPEG.'s FLOOR 155 S.F. 5. CONSULT H.O. FOR PRECI5E LOCATION OF ACCESS AREA PWDR. / ./ PROP. - PROP. THERM05TAT: DRAWING TITLE: LAUNDRY % REQ. S.F. PROV. _ 10 I. PROVIDE THERMOSTAT FOR 3 ZONES;ZONE I p Ri„� ROOM 35 S.F. LIGHT - MASTER BEDROOM SUITE,zoNE 2 FIRST PROPOSED FIRST FLOOR PLAN 55 S.F. �Q,p 12.4 S.F. 25.0 S.F. FLOOR E ZONE 3 SECOND' 2. H.O. TO SELECT MODEL; INSTALL AS PER g E B VENT 6.2 S.F. 24.2 S.F. 102 N' MANUF. SPECS iv 7'-I' 4'-loy2" OPOSED 5'-O" II ELECTRICAL METER: COVERED REMOVE d RESET EXIST. ELEC. METER AS PER PORCH - NY5 MECH. CODE, d UTILITY CO. STANDARDS 'L O A A 560 S.F. A A ELECTRICAL PANEL: PAGE: b'-Sy2" 10'-O" 6'-Sy2" 3'-6" "i'-O" 3'-6" 2'-"I" 2'-5" 2'-5" 2'-"1" 3'-b" T'-O" 3'-6. 12 NEW ELECTRICAL PANEL LOCATION;ALL 10'-5" INSTALLATION A5 PER NYS ELECTRICAL CODE � -® � an O FIRE RATED DOOR: D OO PROPOSED 13 39-X6 I HR. SELF-GLO51N& STEEL DR. iu BLUESTONE � 410 a ON. PORCH d STEPS PROVIDE (1) NEW 4 TON HYDRONIC AIR HANDLER: r 4'-10" 13'-2" 4'-10' 14 I. UNITS BY "RHEEM" OR APPROVED EQUAL DATE: 11/02/22 6 OF 19 3'-10" 13'-2" � 7 2.PROVIDE TONNAGE FOR SECOND FLOOR "ZONE 3" d T- "ZONE 4";UNIT LOCATED IN ATTIC. 1-6 3 3.PROVIDE HOT WATER COIL AND CONNECT NEW HOT Q WATER/BOILER COMBO TO NEW COIL PROVIDE (2) NEW 4 TON A/C CONDENSERS: '14'-10" IS I. UNITS BY "RHEEM" OR APPROVED EQUAL D 2.PROVIDESECOND NAGE FOR FIRSTFLOOR "ZONE 5" FLOOR"ZONE 4" I" b "ZONE EGO D pa F( x jz�G� t+ p 1 4.INSTALL UPON5.INSTALL AS CONCRETE MANUFACTURER CONCRETEPAD AS PER DETAIL Fr O OSED FIRST FLOOR LAN Ib PROVIDE 8" HORIZONTAL PAINTED SHIPLAP ® � � �'• .:Y :;' '�,`, FOYER WALLS 8 STAIRWELL + 1,C`128.5 S.E. HABITABLE SPACE; 2,486.5 S.F. GROSS AREA SCALE: I/4" = P-O" lp 17 FIREPLACE TO HAVE WOOD MANTLE d LINEAR FINISHED BRICKS; H.O. TO SELECT FINISH �'y7 A �•, OF VA OE NERAL <EY : SEE FADE A- 104 .00 FO N I I DO `t DOOR 5�HEDULES FLOOR PLAN NOTES NE EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. DOOR NOTE, 0I. INSTALL NEW INTERIOR DOORS WHEN GALLED a OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). Q EXISTING TO REMAIN WHEN APPLICABLE) 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED 0 OUT ON PLANS BY THERMATRU' (OR EQUAL). LJJ NEW FOUNDATION WALL 3.DOOR TYPE TO SELECT NEW WOOD FRAME (L.G. 4.INSTALL AS PER MANU 5PEC.'5 J cc STL. WHEN APPLICABLE) \\ 3.PROVIDE (2) 2"xb" HDR.,U.O.N. (y) 4.SEE PAGE 6-005 FOR ALL OTHER FRAMING NEW ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N.I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL �1 Q �.r WOOD FRAME (L.G. STL. POST FOR 4" WALLS WI � 'E LN WINDOW NOTE: WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O I. ALL NEW WINDOWS 4 DOORS SHALL BE MARVIN O O O POST FOR 6" WALLS), U.D.N. ELEVATE SERIES CASEMENT,DOUBLEHUN6,OR O NEW 2-HR FIRE RATED GLIDING (AS NOTED); INSTALL AS PER MANU. i WDOD FRAME (L.G. STL. SPEC.'S. SEE NOTE #q IN "GLASS WINDOWS AND CL DOORS" ON PAGE G-002 FOR MINIMUM REQUIRED O z O WHEN APPLICABLE) O WINOOW PERFORMANCE. IF CASEMENT WINDOWS - .co -Y ALL GSMNT WNDW5 SHALL HAVE STRAIGHT ARM 2: U N HINGE WHEN O 2.IF DOUBLE HUNG - ALL DBL. HUNG MOOS TO BE 0 O t TILT WASH ate O 3.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. 6 --+L. (\J -J 4.5EE PAGE 0-005 FOR FRAMING ELEMENTS AROUND O cc WINDOWS (TYP. FOR ALL) U.O.N. - PROV. (2) 2"xIO" Q O G 0 HOP,U.O.N EGRESS NOTE: IN COMPLIANCE WITH NEW YORK STATE BUILDING ODE, SECTION R310.2.1;THE FOLLOWING MEANS OF ^ ` EGRESS SHALL BE FOLLOWED: W NET CLEAR OPENINO........... 5.1 S.F. L NET CLEAR HEIGHT............... 24" MINIMUM NET CLEAR WIDTH................. 20" MINIMUM STAIR 4 RAILING NOTE: 4J I. ALL NEW STAIRS SHALL HAVE MAX. b-1/4" R1 4 MIN. 10" Tr - RISERS SHALL BE CLOSED U D N 2. 42" HIGH GUARDRAIL 4 SPINDLE SPACING NOT TO ALLOW PA5SA6E OF A 4" 4) SPHERE; n 1 56" HIGH HANDRAIL $ SPINDLE SPACING NOT W TO ALLOW PA55A0E OF A 4" (P SPHERE J IS'-4" I 3. GRIPPABLE RAIL AS PER ODE ® • STAIR TREADS, RAILING 4 P05T5 TO BE WOOD 4 MATCH PROPOSED FLOORING 3B SPINDLES TO BE METAL 3B STAIR TREADS, RAILING 4 SPINDLES TO BE I PROPOSED I WOOD Q _^ BALCONY SMOKE DETECTOR / CO DETECTOR NOTES: •V , 250 S.F. 1 I O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT n 1 p SMOKE /CARBON MONOXIDE COMBINATION DETECTOR VJ - - - - - - _ _ _ _ _ HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 2.INSTALL ALL AS PER MANU. 5PEG.'s,AT HT-5 POINT OF Q -I I ROOM, 3' MIN FROM SUPPLY AND RETURN VENTS 64'-5" I I I 3.SMOKE DETECTOR ANGE WITH LOCAL G ODE MONOXIDE DETECTOR IN NEW WOOD FLOOR: -!'-O" I I I O I. NEW q" PLYWOOD SUBFLOOR BENEATH (GLUE 9 SCREW); K 201 I K SCREW PERIMETER OF 5HEATHING 4" O.G. 4 12" O.G. INTERIOR. 2 FINISHED PLANK;LIGHT GRAY;H.O. TO VERIFY COLOR AND FNI5H 2 SLIDER FAMILY PROPOSED NEW TILE FLOOR: NATURAL LIGHT � ROOM TOO BE o I VENTILATION INSTALLED 4" ABOVE MASTER I O I. NEW TILE FINISH (H.O. TO SELECT) UPON FINISHED FLOOR BEDROOM I 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON FLOO7 150 S.F. 18o S.F. AREA PROPOSED I I I 3.NEW " DUROGK GEMENTT30ARD (OR EQUAL) UPON D FAMILY ROOM NATURAL LIGHT 4 4.NEW " PLYWOOD SUBFLOOR BENEATH(GLUE 4 SCREW); 9l5 REQ. 5.F. PROV.1CREW PERIMETER OF SHEATHING 4" O.G. 4 12" O.G.1 LIGHT Iso S.F.. . VENTILATION I I - I8o S.F. INTERIOR. 12.0 S.F. 3q.0 S.F. - NATURAL LIGHT 4 FLOOR I I A-301 REQ'D d� AREA TYPICAL BATHROOM NOTE: ANT ' o VENTILATION D I I 5 ENT 6.0 S.F. 41.4 S.F. - FLOOR % REQ. S.F. PROV. I I I O I. WALL BOARD AREA 150 S.F. " I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN _ u I I PROPOSED LIGHT 14.4 S.F. 2b. S.F. ' I I I ALL BATHROOMS O BEDROOM % REQ. S.F. PROV. REQ'D �t I I 12. INSTALL CONCRETE BOARD IN ALL 5HOWER5 AND 150 S.F. VENT 1 TUB SURROUNDS �n CATHEDRAL LIGHT 12 O S.F. 28.6 5.F. p 1•2 S.F. 35.1 S.F. I 2. SHOWER FLOORS REQ'D I I 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON 5'- q'-7° 4'� CEILING SMOO VENT M L 6.0 S.F. 55.1 S.F. 5 22. CONCRETE MUD-SET(SLOPE Ilb" PER FOOT -I-_ - - - J 3'-6'-� 20q 3'-O" REQ'D CATHEDRAL I I TOWARDS DRAIN) UPON - - - - - - - - - - - �O b SM/OGO GEILIN6 I 2.5. WATER PROOF MEMBRANE TO OVER SHOWER 4 O I I I I FLOOR,WRAP DRAIN 4 ATLEAST W' UP WALLS 7'-II" ��b - PROP. P. 203 • W 208 GL. Y. SM/Co I I 8 NE LAUNDRY ROOM/CLOSET: _ I NICHE 6 O LF 20-1 1 IO "ZONE 3 I. NEW WASH /DRY HOOK UP 2.COORDINATE LAUND. ROOM d DOOR DIM.'s i I J w/SIZE OF EQUIP. m 5 I - - - 3.PROVIDE HOOK UPS AS REQ S PER MANU. ' PROPOSED _ q ZONE 4" 4'-6" 3'-O" 4'-6" N DRYER EXHAUST NOTE: ~ BATHROOM 210 I ��O 10 I I 1. DUCT SHALL TERMINATE TO EXTERIOR w -f5 S.F. 3B m 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY 2 OPENINGS 2 ATTIC - I 5.DUCT 51ZE AS PER MANU. V 4.DUCT FT DAMPER 4, O BENCH ® ® HATCH _ u� r�' I 5. TRANSSITTIONLDUCTS SHALL NOT BE CONDCE4ALED WITHIN -- m o �, PROF._�2 o PROP. N N to ( CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO WALK-IN WALK-IN � (I6) I ® MAX. .-75 ON. CL. CAL CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM C 2, 0 (15) r ® MIN. 1 " I SHALL BE LIMITED TO 51NOLE LEN6TH5, NOT TO {G 4 SM/O 40 S.F. 40 S.F. EXCEED 8 FEET AND SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 215&A. O 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID 0 4A-22-ij m 211I I-I METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS 3 A-301 UST DUCTS SHALL NOT BE RUNNINO IN THE TONNECTED WITION OF AIR OH SH ETAMETAL 0 2O6 I sCREws PROPOSED STORAGE 5'-5 PROJECT: cr y2 212" - UNFINISHEDNNHEATED I 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER I6 5,_5. NICHE LOCATION TO THE KALL I MAX. LENOTH R TERMINATION.ROOF E OF THE DUCT H BE REDUCED .5 2 D KOUVARAS O '� PROP. N _ I FEET FOR EACH 45' BEND AND 5 FEET FOR EACH q0° CL. BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES y NOT INCLUDE THE TRANSITION DUCT. RESIDENCE 5 28 S.F. 3-6" O q'-4" cc(�' ` [5NjrH - - - - - - - • CATHEDRAL - SM/O I OPEN TO - GEILIN6 `GATHERAL PROPOSED BELOW ) O NEW ATTIC ACCESS - PULL DOWN STAIR: GEILIN6 BEDROOM r I q I. MIN. 350 # CAPACITY 145 S.F. O PROP. MASTER 2.SIZE TO FIT MECH. EQUIP. THROUGH OPENING (MIN. 22"x30") 80 SOUNDVIEW AVENUE NATURAL LIGHT 14 BATHROOM 3.DBL. FRAMING WHEN NEW OPENING VENTILATION 153 S.F. O I 4.INSTALL AS PER MANU. SPEC.'S MATTITUCK N.Y 11952 FLOOR 145 S.F. T I 5. CONSULT H.O. FOR PRECISE LOCATION OF ACCESS G 2 G G AREA % EQ S.F. OV 6 • I THERMOSTAT: DRAWING TITLE: 4'-II" HT I 10 I. PROVIDE THERMOSTAT FOR 3 ZONES;ZONE I - LI6HT 11.6 S.F. 15.61 S.F. - MASTER BEDROOM SUITE, ZONE 2 FIRST - - - - - - - - - - REQ'D ;n E E fn = I FLOOR d ZONE 3 SEC.oND FLOOR PROPOSED SECOND FLOOR PLAN L- - - - - VENT .� .F. 2. H.O. TO SELECT MODEL; INSTALL AS PER 5.b S.F. I6 S - - - - - - - - - - - REQ'D `.yy"I -'f` � � �t MANUF. SPECS n H H n N HT i ELECTRICAL METER: II REMOVE k RESET EX15T. ELEC. METER AS PER NYS MEGH. CODE, 4 UTILITY GO. STANDARDS Q Q QT QT O" 3'-II" 3'-II" 2'-�" 3'-6" -T,-O" 3'-6" ELECTRICAL PANEL: PAGE: 14'-0" 14'-0" 13'-O" 14'-0" I 12 NEW ELECTRICAL PANEL LOCATION;ALL 64'-5" I INSTALLATION A5 PER NYS ELECTRICAL GODS AR � ®� �A I I FIRE RATED DOOR: OO 39-X6$ I HR. SELF-GLO51N6 STEEL DR. PROVIDE (1) NEW 4 TON HYDRONIG AIR HANDLER: O N 14 I. UNITS BY "RHEEM" OR APPROVED EQUAL DATE: 11/02/22 7 OF 19 2.PROVIDE TONNAGE FOR SECOND FLOOR "ZONE 3" 4 "ZONE 4";UNIT LOCATED IN ATTIC. 3.PROVIDE HOT WATER COIL AND CONNECT NEW HOT WATER/BOILER COMBO TO NEW OIL PROPOSED SEOOND FLOOR PLAN PROVIDE (2) NEW 4 TON A/G CONDENSERS: w 15 1. UNITS BY "RHEEM" OR APPROVED EQUAL •<�� '`�iX^ 5Q4.2 S.F. HABITABLE Si ACE; 1,011-7.1 S.F. OROSS AREA SCALE: I/4" = I'-O° 2.2" 4PRO SECOND FLOOR OZONE 3T 4 " ONE 4"NE I" a "ZONE 3.INSTALL AS PER MANUFACTURER SPECS 4.INSTALL UPON CONCRETE PAD AS PER DETAIL I6 PROVIDE 8" HORIZONTAL PAINTED SHIPLAP FOYER WALLS 4 STAIRWELL n FIREPLACE TO HAVE WOOD MANTLE 4 LINEAR �Fa � FINISHED BRICKS; H.O. TO SELECT FINISH DOOR SCHEDULE DOOR MATERIAL a TAG DESCRIPTION MANUFACTURER p J lt1 FIRE NOTES O WIDTH HEIGHT t- < RATING w 45 MIN. RATED W 3 SELF-CLOSING Jcu --- -- ---- --- HEADER AS --_ SECURE HANDRAIL TO WALL ON AT LEAST ONE SPECIFIED ON a-1 FIRST FLOOR PLANS SIDE OF STAIR IN ACCORDANCE w/MANU. SPEG.'s; Q _ -- - - - - - -- ---- -- - ------ -- ---------= - - _--- l -- - --- - ---- AND NOT PROJECTING MORE THAN INTO N 101 SWING THERMATRU 3'-O" 7'-O' • • 1 PITCHED METAL 11 STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT � ---- -- - - - — �' ---- JOIST HANGER BY ------._-- O f SIMPSON' OR EQUAL 102 SWING THERMATRU 2-6F 7- • ', • I � _ _ _ _ _ p 103 4 PANEL SLIDEIZS MARVIN il'-q" 7'-2" IE �'I • ELSPD12070 OXXO 0- •� �C d- N 104 4 PANEL SLIDEi?� MARVIN II'-q" 7'-2° ���Eel -- -- EL5PD12o70 OXXO \ 00 l \ (2 MIN. SPACE BETWEEN 105 SWING7] MARVIN 2'-b 7-2 • ELIFD2670 I WALL AND HANDRAILJZ N cu -- - -- - ----_- _- _--, - -= �I- - -- - --- Q o l ( s/a" PINE RISER \ 106 SWING THERMATRU 3'-O" 7'-O" -• J�- I 107 GARAGE q'-O" 8'-O" • - 5/4" PINE TREAD STANDARDS FOR GRIFFABLE HAND RAIL OVERHEAD IL [-- _�[� --- 1 108 GARAGE SCALE: NTS U OVERHEAD IOq 5WING JELD-WEN F3'-O" 7'-O" • [� MIN. z HANDRAIL GR055 SECTION ���� I" ROUNDED NOSING p �� � �� w/Ya" RADIUS `� Q CLEARANCE CIRCULAR NON-CIRCULAR 110 POCKET JELD-WEN 2-8 7-O 7- E-1EA w �J L (NOT INCLUDED IN --- -- ( III SWING JELD-WEN 2'-O" 7'-O" L •— - I�J f I TREAD DIMENSION J J I 4"-6y4" Iy4 FERI— 2Y4° • — �f 1 _ MIN. / / METER MAX. / Q� 112 SWING JELD-WEN / �� IILL11 z 113AF SWING JELD-WEN 2'-6" 7'-O" I • j / / LJ�J x 114 SWING JELD-WEN 2'-61. 7'-O" • I w E- E=10 115 DOUBLE POGKf'_� JELD-WEN (2) 2'-O" 7-O � I 116 BARN SLIDING JELD-WEN 3'-O" 7'-O" • m 0) 3 2"xIV STRINGERS ® w R-21 / / • � ill O INSULATION, IF UNDERSIDE IS FACING 117 SWING - JELD-WEN 2'-b" 7'-O" I . �� AF STORAGE/NON-HABITABLE SPACE n 1 SECOND FLOOR ------ --_.---_ -- - „ 201 SLIDERS MARVIN b-O 7-2 • ELSPD6070 STORAGE UNDER )s GYP. SD. (WHEN AFFL I GALBE) 202 RESERVED 203 SWING JELD-WEN 2'-6" 7'-O" • 204 POCKET JELD-WEN - -2-b" 7'-O 1 • I'�I I \_ r� TREATED 2"A2" SILL FOR CONTACT \� 205 POCKET JELD-WEN 2'-6" 7'-O" I • �� w/GONG. (IF APPLICABLE) \\ 20b SWING JELD-WEN 2'-0" -O-O" r �� �F 207 SWING � JELD-WEN 2'-8" 208 SWING JELD-WEN 2'-6" 7'-0" [ -IF 20q SLIDING JELD-WEN (2J 2'-O" 7'-O., IE- III���JJJ —A. L=2 SWING - JELD-WEN 2'-0" 7'-O" • - ---- - - - INTERIOR HOOD STAIR DETAIL -��� INSULATED/SELF 211 SWING JELD-WEN 2'-6" 7'-O" • CLOSING ---- A-104.00 SCALE: 3/4 - I O 212 SWING JELD-WEN 2'-6" 7'-0" • l - " -IF 213 POCKET JELD-WEN 7'-0" I - --II-----� - - - -- BASEMENT 1 001 SWING THERMATRU .2 6" 7'-0 INSULATEI • 002 uj SWING �I JELD-WEN 2'-8" I 7'-O" - J GLOSNO, SELF l 11J _ -- 003 SWING _ --- JELD-WEN _II 2'-8' U NOTE: m AS ALL NEW WINDOWS SHALL BE MARVIN "ELEVATE" SERIES; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "0-005" FOR NAILING k I. IF FINISH MASONRY USED (SUCH T 5TRAPPING DETAILS; H.O. 4 CONTRACTOR TO VERIFY ALL WINDOW DETAILS BELOW BEFORE PURCHASING: BLUESTONE) - MASON TO ADJUST • EXTERIOR FINISH - COLOR "EBONY' HGHT OF LANDING AS REO D TO �Qui • INTERIOR FINISH - TBD ACCOUNT FOR FINISH MASONRY 0 • D - D 2. ALL HORZ.SURFACES SHALL BE PITCHED • DIVIDED LITES - GRILLES-BETWEEN-THE-GLASS; COLOR "EBONY'; PLEASE REFER TO ELEVATION DRAWINGS PAGES A-201 8 A-202 ® 1:48 AWAY FROM BUILDING OR GR P R S PROJECT: 3. FOR SLABS ABUTTING FRAMING, INSTALL ""SEE DOOR SCHEDULE FOR ALL OLA55 DOORS FROM SAME MANUFACTURER" COPPER FLASHING FROM 12"ABOVE AND WINDOW CHART ----------- --- -------- � ADJACENT TO SLAB, BED ALL FLASHING 4' P.GONG.SLAB IN ASPHALTIC MASTIC KO UVARAS w/bxb 10/10 WWM RESIDENCE EGRESSSTAIR ROUGH OPENING WINDOW DIMENSION CLEAR STAIR WIDTH =G5'bALGULATIONS: I° UPON COMPACTED TAG TYPE MODEL # OPENING TEMPERED GRADE FILL _ WIDTH REO D: 20" PROPOSED NEW AREA= 45.0 S.F. GRADE HEIGHT REOV:24" 45.0 Sq. Ft. X O.1-7= -7.51 REBAR SENT TO • � -- WIDTH HEIGHT WIDTH HEIGHT OPEN REO'D: 5.? S.F. "I.31/3.1= 2.4 VERT. FT. OF 2' DIA RING REO. SLAB AS SHOWN =�_===_ =�, PROVIDE (1) 2' DIA. X 3'-0" DEEP STORM • a \\ \\\\ z 80 SOUNDVIEW AVENUE A CASEMENT ELGA375q 3'-I" 4'-11 sg" 3'-O" 4'-11 �" oo Q WATER LEACHING SYSTEM d -i ° a ° \\//\\//\\//\\/ MATTITUCK, N.Y. 11952 6 CASEMENT IF ELGA2g5q 2'-5° -- 4'-II —=J� 2-4='---J -==-=4'-II-�" -__ - --------- \ G CASEMENT ELGA333q 2'-g" 3'-3 �g" 2'-8" 3'-3 �" (I) #4 REBAR® EA. DRAWING TITLE: STEP;3' GVR ® ENDS � � • / / / / / / / / D CASEMENT ELGA3347 2W 5'-5" 3'-II 5'-4" 3'-II �" 7.7 S.F. // // // // // // // // /��j///\\/\\,\\j\\/\\j\\j\\j SCHEDULES & PLAN NOTES E CASEMENT11 ELGA2g43 3W 2'-4" 3'-7-A L-2--5 __ \j/\\j/ DESIGN DETAILS LANDING MIN. �� /\/\/ COMPACTED F CASEMENT ELGA2g31 2-5" 2'-7 g" 2'-4" 2-7 — �9i /\ \\ \\ \ \ \ z FILL //\//\//\// • �i o \ \/\\/\\/\\�\�/�/�/ /\/\/\/ O m Q a• i� \\ \\ #4 REBAR. ® 10 G AWNING FELAWN4g27 2W f 8-I 2'-3 8-O 2'-3IF 1 �� • // / _1_ l - ; FINISHED 4" P.GONG.SLAB w/ 2"x4" I.C. (MIN. 5) /\/\/\/\IV / 6'xb"-10/IO W.W.M. KEYWAY a /ii \\ \\ \\ \ \ \ \ \ \ \ - IL PAGE: H CASEMENT ELGA2535 2'-I" 2'-II fig" 2'-O" 2'-II �" FLOOR UPON COMPACTED FILL •, , sir'' / // // // //\�/\�/\//\//\//\//\//\//\ - p /\ \ -- ---- -- --- ---� - -- -- -- - -- 4" DRAIN CONNECTED �� oTO EXIST.MAIN LINE / // // I-HTCASEMENT ELGA2535 2-I ' 2-II � 2-O' 2'-II � [� ;� FINISHED \\ \\ \ \ \\ A-1-014moo GRADE / ti // / / / / //�/ L i� \/\/\/\/\/ NOTE: /\/\/ O „ „ _ -• --=--_° \/\�\ /\/\/\/\/\/\ ALL P. GONG. J CASEMENT ELGA3-145 3W q-I 3-7 in q'-O 3-7 =----- a--- 1 \ \\/\ \/\\ /\\/\\/ SFfALL BE II \ �r�\ \ \ \ \ \ \/ 4000 P51 (MIND K CASEMENT ELGA3347 3W 8'-i" 3'-II 8'-O" 3'-II �"IL #4 REBAR CONT. ® 10" O.G. (MIN. 3) J a\\ \\ \\ \\ \\ \\ \ \ \ \ \ -- IL $ ----- / / / / / /\/\/\/ -- - - l ----_- - (1) #4 REBAR CONT. P \\ /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ DATE: 11/02/22 8 OF 19 L7� CASEMENT ELGA3335 2'-q" 2'-II J 2'-8" 2'-11 #5 BENT REBAR ® 12" O.G. \// M CASEMENT ELGA333q 'IN 5'-5' 3-3 5-4 3-3 m _ry 8" THK. P. GONG. WALL I \\/\\/\\/\\/ / P AWNING ELAWN3723 5.4. I'-II " 3'-o" I,-II �" '� (I) #4 REBAR GONT. IIA 9 \—A J //\//\//\//\//\//\//\//\//\//\//\//\//\//\//\// Q CASEMENT ELGA3347 2'-q" 3'-II BASEMENT `i IS" WIDE x 12" DEEP j\j j j\%j/\/j j/V j\/ Aft °°• /\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ l� ---- - - FLOORJi P. GONG. FT&. d m• \\/\\/\\/\\/\\/\\/\\/\\/\/\\/\\/\\/\\/\\/\\/\\/ ,;��` ;� ra QT CASEMENT ��-- ELGA3347- (2) #5 HOR. REBAR 2 EGRESS Val I NDON HELL DE7A I L � �XTER I OR, MASONRY STAIR DETAIL � A-104.00 SCALE: 1/4" = 1'-0" A-104.00 SCALE: 5/4" = 1'-0" Lu cy) 41 *c: c\j D 0 _0 . -- 0 v— El 0 C Z 0 o — I C >) c: 2 :3 c\j 1 0 1-1 4-J 0 4-J Lr) 4-J ------ co 4 0 < LIDA [A 4--J 70 4--J b —F.F. F. F.F. J1 U) X Fff, Frr 111 L L �411 Li — — Ld NORTH ELEVATION (FRONT) SCALE: 1/4" = 1'-0" ELEVATION NOTES (D NEW SIDING SEE ALSO NOTES AT SECTION IA HARDIE BOARD -$ BATTEN; WHITE/LIGHT ORA-t' z w IB HARDIE CEMENT LAP SIDING; WHITE/LIGHT GRAY 2 0 O NEW ROOFING NOTE (TYPE SEE ALSO NOTES AT SECTION NEW METAL ROOFING NEW ASPHALT SHINGLE ROOFING BY 'GAF' (OR EQUAL) (MIN 50 YR. WARRANTY) PROJECT: ONEW 6" SEAMLESS GUTTERS 4 DOWNSPOUTS; WHITE (TYP.) ALUMINUM HALF ROUND KOUVARAS ALL ROOF DRIP EDGES BE BLACK RESIDENCE CH D- OPROVIDE CONCEALED FLASHING AT ALL ROOF INTERFACES. le, 80 SOUNDVIEW AVENUE TYPICAL 5/4x(b 'AZEr,' V4HITE (OR EO.). MATTITUCK, N.Y. 11952 I. PROVIDE AT ALL FRIEZE BOARDS 4 SOFFITS 2. PROVIDE AT ALL FASCIAS F.F. OWINDOW 4 DOOR TRIM YP) ' Ile DRAWING-TITLE: 5/4x5 'AZEr,' WHITE (OR EO) PROVIDE AT ALL H11,00V45 4 PROPOSED EXTERIOR ELEVATIONS DOORS EXTEND CHIMNEY TO 5'-0" ABOVE ROOF WITHIN 101-01. NEPq CRICKET (TYP.): O 2"x4" FRAMING a 16" O.C.;PROVIDE ICE SHIELD i— LAPPED Ig?" IN ALL DIRECTIONS 4 FULLY FLASH. PAGE: 10 STRUCTURAL COLUMNS 4 HE,40ERS TO HAVE PqHlTz- FINISH; PROV. 1PERMACAST' OR Ea. a COLUMNS I-T /A-201m00 0 PROPOSED PATIO $ STEPS TO BE BLUESTONE OPROVIDE IDENTIFICATION OF BUILDING STRUCTURAL DATE: :11/02/22 9 OF 19 IZ TRUSS TYPE COMPONENTS; STICKER TO BF- PLACED AT ELECTRICAL METER 7e=—=7 1�1 Fif III I- PILL= D A& < NEST ELEVATION (RIOHT SIDE) 0.3 OF ELEVATION NOTES ONEW SIDING CL SEE ALSO NOTES AT SECTION < 0 ISHARDIE BOARD a BATTEN; WHITE/LIGHT GRAY Lu r� Lu cc IB HARDIE CEMENT LAP SIDING; WHITE/LIGHT SPAY cy) .4-J C\j ONEW ROOFING NOTE (TYP.): I ul) SEE ALSO NOTES AT SECTION C; 0-) o 4-J NEW METAL ROOFING 0 Z 0 cu d. (@ cCVNENEWASPHALT SHINGLE ROOFING BY 'GAF' (OR EQUAL) 0 4-J 0 (MIN 50 YR. WARRANTY) 4-J c\1 4-J Lo tu ONEN b" SEAMLESS GUTTERS 4 DOWNSPOUTS; WHITE (TYP.) ALUMINUM HALF ROUND 00 ALL ROOF DRIP EDGES TO BE BLACK C OPROVIDE CONCEALED FLASHING AT ALL ROOF ED INTERFACES. TYPICAL 5/4x6 'AZEK' WHITE (OR EO.): I. PROVIDE AT ALL FRIEZE SOARD5 4 SOFFITS V 2. PROVIDE ATALL FASCIAS OV4IN1::>OV4 4 DOOR TRIM (TYF1 D 5/4x5 'AZEK' WHITE (OR,EO.) Pl--',OVIDE AT ALL WINDOWS 4 m DOOR-5 F.F. F.F. F.F. EXTEND CHIMNEY TO 5'-0" ABOVE ROOF WITHIN 1111 11 I-L I I I I i I 1 11 11 11 11 11 11 11 11 11 11 1 11 11 11 17771 i I I 11 L I I L-NEW CRICKET (TYP.): 2"x4" FRAMING a 16" O.C.;PROVIDE ICE SHIELD c) c LAPPED 15" IN ALL DIRECTIONS 4 FULLY FLASH. 5TRJJCTURAL COLUMNS 4 HEADERS TO HAVE WHITE FINISH; 10 PROV. 'PE2MAr-A5T' OR EO. a (:OLUMN5 - \ / Q r n F-1 F Q LI Il 0 PROPOSED PATIO $ STEPS TO BE BLUE5TONE @PROVIDE IDENTIFICATION OF BUILDINO STRUCTURAL TRUSS TYPE COMPONENTS; STICKER TO BE GH) GD PLACED AT ELECTRICAL METER tt P --7 -�777 7— L LLLL Ld SOUTH ELEVATION (REAR) 5(f,ALE- 1/4" = 1'-0" z 0 Ell oo o" Lu 7 KOUVARAS RESIDENCE 80 SOUNDVIEW AVENUE it I I I I -L-j I I I MATTITUCK, N.Y. 11952 DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS - . . �- 12 ODa DODO -1 L-01 0 El— [Ell [Ell I=]- PAGE: FF711 r i - a000 DATE: 11/02/22 JLO OF 19 FF7T] FF771 IL J �U] lnnlil [u] lul I Iolrn-1 FF-11 Ill VaDA&C hi III �c_ I p EAST ELEVATION (LEFT SIDE) SCALE: 1/4" = 1'-0" FOF t4 BUILDING SECTION NOTES NEW ROOFING NOTE (TYP.): Oi I. INSTALL NEW ROOFING AS NOTED ON a ELEVATIONS Q 2. INSTALL ICE AND WATER SHIELD FROM FASCIA _—_—_—_—_—_—_—_—_—_—_—___—______________ _ PROPOSED RIDGE HEIGHT 0 UP TO 24" FROM INSIDE FACE OF STUD WALL ELEV. +27.9' Lu AND AT VALLEYS OVER LLI cu 3. INSTALL 15 # BUILDING FELT (U.O.N.) OVER �\ 12 -� 4. 1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) �\ 10 Q :-J 5. GAP SHINGLE OVER RIDGE 8 HIPS (AS REOV , � 6. PROVIDE RIDGE VENT (AS REG'D) 7. FLASH ALL VALLEYS PROPOSED \\ o B.INSTALL DRIP EDGE (BLACK) AS REQ'D ATTIC \ 4-�+ } a. INSTALL ALL AS PER MANU. SPEC.'S L a O c>3 TYPICAL ROOF 4 CEILING CONSTRUCTION: -Y 4 J � � � N• NEW ROOFING AS NOTED • 1/2" COX PLYND SHEATHING (BLOCKING ® ALL PLYIND O ,� i SEAMS) • R.R.,C.-I., d G.T. AS NOTED ON PLANS (® SPANS OVER - -- a.� N te a-+ Lo 8 O C6 ' INSTALL "X" BRIDGING ® GE:NTER OF SPAN,U.O.N) Q 0 c O • PROVIDE R-49 BATT INSULATION N/2" SPRAY FOAM G AT EAVES •• AT CATHEDRAL CEILING PROVIDE 7" SPRAY FOAM INSULATION (R-► PER INCH :: R-49) a O n ,TYPICAL EXTERIOR WALL CONSTRUCTION TYP. - -- --- - - ----- - -  W 3 • UPON "TYVEK" HOUSE WRAP (OR EQUAL) • UPON 1/2" COX PLYNO. SHEATHING (BLOCKING ® PROPOSED PROPOSE ALL PLYWD SEAMS) PROPOSED - WALK-IN WALK-IN • 2"xb" 5TUD5 ® W' O.G. w/DBL.. TOP PLATE STORAGE -- -- - CLOSET • PROVIDE 2" SPRAY FOAM (R-14);PLUS R-II BATT -- - ---- CLOSET PROPOSED SECOND FINISHED FLOOR INSULATION;TOTAL R-25 ELEV. +12.3 • 5/8" GYPSUMH BD. ALL FINISH --_------------ ONEW SIDING NOTE (TYP.): I. INSTALL NEW SIDING AS GALLED OUT ON ELEVATIONS 2. "TYVEK" HOUSE WRAP (OR EQUAL) 3. INSTALL ALL AS PER MANU. SPEG.'s • 4. PROVIDE ALL NECESSARY TRIM FOR PROPER O -�- INSTALLATION ❑� 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL U TYPICAL FLOOR CONSTRUCTION: , o RO OSE PROPOSED _ O NEN F.J. PER PLAN FO ER MASTER PROPOSED _ • 5/4" GDX PLYWD SHEATHING 03LOGKIN6 ® ALL • PLYYVD SEAMS) DINT ON HALLWAY BATHROOM PROPOSED FIRST FINISHED FLOOR • F.J. AS NOTED ON PLANS (® SPAN5 OVER 5' xXX XX XX xx XX)�\�xx7 �xx XXX� --------------------- n, U.o.NJ INSTALL "X" BRIDGING ® CENTER OF SPAN, (XXXYJCXX)CX)CX� X D✓ PROPOSED _ ELEV. +2.3' • PROVIDE R-50 BATT INSULATION GARAGE Q • SPRAY FOAM AT RIM JOIST;PERIMETER OF -----_—_------ BUILDING / / /. / / %/ / /. // / / // -- - --= BASE0. ELEV. +O.O' /j /j//j j//j j//j j//j%/j j%/j j%/j%//j%//j j//j%//j%//j%// � � • %%//Rjj%% /j%//j% PROPOSED BASEMENT BASEMENT FINISHED FLOOR ------ ELEV. -7.6' SEOT I Oil I -I/A-5O 1 SCALE: 1/4" = I'-O" O PROPOSED RIDGE HEIGHT ELEV. +21A 20 2 PROPOSED - ATTIC - -- 1 3 PROJECT: 4 SLIDER a FAMILY ROOM KOUVARAS INSTALLED 4D 4" ABOVE O O FINISHED FLOOR s RESIDENCE PROPOSED PROPOSED 12 PROPosED 80 SOUNDVIEW AVENUE BALCONY `r FAMILY ROOM - 6 PROPOSED SECOND FINISHED FLOOR -- 12 MASTER BEDROOM MATTITUCK N.Y. 11952 , J DRAWING TITLE: BUILDING SECTIONS _ o - 0 6 r PAGE: PROPOSED PROPOSED PROPOSED PROPOSED PROPOSED ' --- REAR PORCH - LIVING ROOM - FOYER 3 PROPOE�ED FIRST FINISHED FLOOR LIVING ROOM SIDE PORCH A- ELEV. +.2.3 ------ - -- �t BASELINE --_—_— IF5 � � ELEV. +o.o DATE: 11/02/22 11 OF 19 � r tin V�Fu a�� nu PROPOSED �` Qrl� C BASEMENT PROPOSED -------------------------- BASEMENT i�a BASEMENT FINISHED FLOOR e, ;•�1� �t".`A ELEV. =1.6' 'd , . •tt SEOTICN 2-2/A-50I (P 0 r o� Q� "�"'� ff SCALE: I/4" = I'-O" grfi 74 'r`�• SECTION 5-5/A-50 I ^�..�,, ,:, .: SCALE: 1/4" = P-O" BUILDING SECTION NOTES NEW ROOF INS NOTE (TYP.): OI I. INSTALL NEW ROOFING AS NOTED ON ELEVATIONS a a 2. INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD WALL Lu AND AT VALLEYS OVER _ _ 3. INSTALL 15 # BUILDINO FELT (U.O.N.) OVER _ 4. 1/2" GDX PLYWOOD SHEATHING (BLOCK ALL J _ - - --- SEAMS) _ _ - 5. GAP SHINGLE OVER RIDGE 4 HIPS (AS REQ'D) - - _ _ _ - -__ _ .� � 6. PROVIDE RIDOE VENT (AS REG'D) ------ -- _ - ---- —__----__—--- ------------------ -- c Q PROPOSED RIDGE HEIGHT ,. -f. FLASH ALL VALLEYS 5.INSTALL DRIP EDGE (BLACK) AS REO'D - - - _ ELEV. +25.0' -� Q 1. INSTALL ALL AS PER MANU. 5PEC.'s _12 -_ L- 4- - O c: Z O TYPICAL ROOF $ CEILING 00145TRUCTION: __ _ `� •C� O • NEW ROOFING AS NOTED C G N • 1/2" COX PLYWD SHEATHING (BLOCKING ® ALL PLYI^D SEAMS) O • R.R.,G.J., d G.T. AS NOTED ON PLANS (6 SPANS OVER J +J N -J Lo 5' INSTALL "X" BRIDGING ® CENTER OF SPAN,U.O.N.) C cu • PROVIDE R-44 BATT INSULATION W/2" SPRAY FOAM Q O AT EAVES •• AT CATHEDRAL CEILING PROVIDE-I" SPRAY F0,4M INSULATION (R-7 PER INCH = R-49) - O _ TYPICAL EXTERIOR HALL CONSTRUCTION (TYP.): 3 • UPON "TYVEK" HOUSE WRAP OR EQUAL) O ( • UPON 1/2" GDX PLYWD. SHEATHING (BLoGKING ® `fl ALL PLYWD SEAMS) • 2'xb" STUDS ® 16' O.G. w/DBL. TOP PLATE • PROVIDE 2" 5PRAY FOAM (R-14);PLUS R-11 BATT PROPOSED INSULATION;TOTAL R-25 -- - STORAGE • 5/5" OYP5UM BD. WALL FIN15H _--- PROPOSED SECOND FINISHED FLOG ELEV. +12.3' U ONEW 51DIN0 NOTE (TYPJ: I. INSTALL NEW SIDING AS CALLED OUT ON ELEVATIONS - "--- 2. "TYVEK" HOUSE WRAP (OR EQUAL) 3. INSTALL ALL AS PER MANU, 5PEC.'5 4. PROVIDE ALL NECE55ARY TRIM FOR PROPER INSTALLATION 5. SIDING SHALL EXTEND TO l-OP OF FOUNDATION W ALL 0 TYPICAL FLOOR CONSTRUCTION: O5 • NEW F.J. PER PLAN ` - - 0 o c • 3/4" GDX PLYWD SHEATHING (BLOCKING ® ALL c PLYWD SEAMS) o 0 0 0 0 0 o g U) • F.J. AS NOTED ON PLANS (® SPANS OVER 8' PROPOSED FIRST FINISHED FLOOR Q - - ---------------- PROPOSED --- - - ELEV. +2.3 INSTALL "X" BRIDGING ® CENTER OF SPAN, � U.O.NJ • PROVIDE R-50 BATT INSULATION - GARAGE • SPRAY FOAM AT RIM J0I5T;PERIMETER OF - - Rom BUILDING ' - BASELINE ELEEV.V. +0.0' IT //jjj% j /j% /////// /////// i j//j%/j jj/j j%/j j/j j%/j jj/j j/j j%/j j%/�j/j j%/jjj/j j/j j%/j�j j • ° SECTION 4-4/A-502 SCALE: 1/4" = 1'-0" ---- -------- _ - - ------- — 0 PROPOSED RID677E HPIGHTt+-, - - ELEV. +21.5' Q I PROJECT: 12 8 KOUVARAS RESIDENCE PROPOSED 2 ATTIC 80 SOUNDVIEW AVENUE MATTITUCK, N.Y. 11952 -L-LL-L I I �N DRAWING TITLE: - - - --- - BUILDING SECTIONS ❑o ❑❑ - 1 � 6 0 3 4 PAGE: PROP05ED BATHROOM - ----- -- - - - 3® ■ PROPOSED FIRST FINISHED FLOG - 00 5 BASELINE ELEV. +O.O' DATE: 11/02/22 12 OF 19 AR�� tr��.�'���� PROPOSED Q . ,R• BASEMENT SECTION 5-5/A-50203� g ,A v SCALE: 1/4" = I'-O" PROVIDE 3" (MIN) GONG. COVER PROVIDE STRAPPING d NAILING AS PER CONNECTION 'D' IN OF ALL REBAR WITHIN P. CONC. PROVIDE STRAPPING d NAILING PROVIDE 3" (MIN)GONG. COVER "TYPICAL NAILING/STRAPPING FOUND. WALLS d P. GONG. FT6'5. REQUIREMENTS FOR UPLIFT, AS PER CONNECTION 'D' IN OF ALL REBAR WTHIN P. GONG. SHEAR, d LATERAL RESISTANCE' FOUND. WALLS d P. GONG. FTG'S. ON PAGE 6-003 ® EA. STUD. CJ (4) 3/8 H.D.G. LAG Q "TYPICAL NAILING/STRAPPING BOLTS (PREDRILLED) 0 PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, BETWEEN CAVITIES SHEAR, d LATERAL RESISTANCE' PER ENERGY TABLE ON PAGE 0-003 ® EA. STUD. NEW (2) 2"xb" P.T. SILL PLATES _ (WHEN APPLICABLE) `� — U1J 4" P. GONG. SLAB TERMITE SHIELD UPON COPPER O // � J UJI � b"xb"-IOx'O W.W.M. BETWEEN 1 _ \ _ � FLOOR SYSTEM AS NEW (2) 2"xb" P.T. SILL PLATES FLOOR SYSTEM AS NEW 5/5"0 HOOKED ANCHOR — - A- .N NOTED ON PLAN UPON SILL SEAL UPON COPPER NOTED ON PLAN CENTER d UPPER ;OF SLAB BOLTS ® 3q" O.G. w/3" SQUARE i Q ' TERMITE SHIELD SECURED IN PLACE DURING POUR WASHER d ENONUT O �� // O E W NEW STL. GAP PL. 'A' FLOOR WOOD BEAM 6 MIL POLY O G) NEW B/b"O HOOKED ANCHOR WELDED TO COL.;SEE AS NOTED ON PLAN MOISTLRE RETARDER BOLTS ® 3q" O.G. w/3" SQUARE GAP FL. DETAILS - 3/S" THK. PL. _ O �I 3/8 THK. H.D. � � }- � GALV. PL WASHER d ENDNUT NEW 5-1/2" O.D. SGH 40 . 0 Z O• ° ° � 4 L' z 1 c WELDED TO COL.;SEE HOT DIP GALV. STL. COL. I� I/ " U r- NEW BASE PLATE A a ° a e I • d (ASTM AI23) AS PER I G �- CO BASE PL. DETAILS FOR FOUND. PLAN BY SIMS 5° C 11 STEEL (OR EQUAL) , J. ' II r-z GAP PLATE 'A' C G fV BOLTING 1 a-J 4" GRAVEL BASE I O C9 II �' PROVIDE GOLD JOINT GONG. SLAB I I FOR CONNECTION OF STL. COL. TO (2) 1-3/4" WIDE � O ,-, Lo v e.11 ZZi I` ' N cc II _ •. AT GONG. SEAMS (TYP) 11 GRADE LVL LUMBER OR (2) 2" WIDE= DIMEN51ONAL LUMBER Q O d .•11< °e GRADE •i - Cf 1i i t I i ° ° •• • .. •JI IL e ° m. . 41I1 I Sn n , X ----------------�f 4" GRAVEL BASE _ m NEW (5) #5 HOR. I I 1 1,11 (4) 3/8" H.D.G. LAG L #4 HOOKED VERT. REBAR UPON (3) #5 - _ BOLTS (PREDRILLED) REBAR ® 48" O.G. 1 — — I , ° HOR. REBAR (6 TOTAL) I ° _ #4 HOOKED VE'-RT. IL NEW 24"x24"xI2" I I I • .11y II DEEP P. CONC. PAD I I I I II REBAR ® 4&" O.G. d 1 __ COMPACTED FILL 1 O I FT6. (MIN. 4p00 P51) I ' ` •11 ASPHALTIC DAMP ' .• II —X - t — _ v II - —PROOFING TO EXTERIOR 11 d _ II° I � Q ASPHALTIC DAMP O — — -N- ' — � — — f— 4-j 11 O \PROOFING TO EXTERIOR / O• " I1e '° -O P - � • I I I1 Q-I O a I 11 °• t I I I ii . _ 3/8" THK. PL. /l/411 3/8" THK. H.D. I P. GONG. FOUND. WALL I I I�2 11 GALV. PL. c II ° (MIN. 4,000 P51)- iL P. GONG. FOUND. K&,LL °e1j Z I I I I II .e - I GAP PLATE 'B' (MIN. 4p00 I'S1) I1 -O -40 OO STEEL GOLUMi�I SOOT 11�C DETAIL ;II .- _ ' SCALE: 3 4" = I'-O" #4 HOR. CONT. REBAR I it ° FOR CONNECTION OF STL. COL. TO (3) I-3/4" WIDE 0 / 11 LVL LUMBER OR (3) 2" WIDE OR (4) 2"x WIDE /^� fl' m TOP, MIDDLE THIRDS, d II _ DIMENSIONAL LUMBER OR 5.25" WIDE PSL am (D #4 HOR. CONT. REBAR® BOTTOM OF WALL (4 TOTAL) ° I j° ° 11 d Q TOP, MIDDLE THIRDS, d °II I BOTTOM OF WALL (4 TOTAL) I ( ( 91 e - d° II a P. CONC. GONT. FT6. II 'A II <; - (MIN. 4,000 IF eC I I .4 P. GONG. CONT. FTG. —(3) #51 HOR. CONT. REBARI 11 (MIN. 4)000 1=151) 4 .11 (5) #5 HOR. CONT. REBAR .11 II d - 8n 4" P. GONG. SLAB d I• PROV. GLE AN - • G J 11 \ I I 0/2 • a , •-J 1 FLOOR SYSTEM AS CAM i A'T FILL I - I 1 •• }� / I I 1 NOTED ON PLAN d <m 1 6 MIL POLY - Q ' NEW STL. GAP PL. 'A' FLOOR WOOD BEAM 4 MOISTURE RETARDER i L I I,�_,q"— ( I 11 WELDED TO COL.;SEE AS NOTED ON PLAN I I' II 4" GRAVEL BASE - — GAP PL. DETAILS O O 3-I/2 O.D. SGH. 40 HOT -4" — NEW 3-1/2" O.D. SGH 40 DIP GALV. STL. COL. PROV. GLEAN HOT DIP 6ALV. STL. COL. -COMPACT FILL_ I NEW BASE PLATE A (A5TM AI23) AS PER = _ WELDED TO COL.;SEE (ASTM AI23) AS PER BASE PL. DETAILS FOR FOUND. PLAN BY SIMS PLAN WELDED TO PL. BOLTING STEEL (OR EQUAL) FOUND. MALL DETA I L. (C ARAC E � � � �� ST1 B,BAE"PL K PROVIDE GOLD JOINT NEW 4" P. ` AT GONG. 5EAM5 (TYP) GONG. SLAB A-401.00 SCALE: 3/4" = 1'-0" O /(4) 1/2" HOOKED ANCHOR FOUNDA-FION MALL DETAIL BOLTS EMBEDDED INTO A-401.00 SCALE: 3/4" = I'-O" ° a FOOTING MIN. 4" w/ OVERSIZED • L Jr ° ` WASHER AND END NUT SETUP 2'-O" LAP 4" GRAVEL BASE - - -------- — BASE PLATE 'A' (TYP-) Lam. COMPACTED FILL ° o f() NEW 30"x30"xI5" I i NEW(4) #5 HOR. DEEP P. GONG. PAD �" 3' FT6. (MIN. 4p00 P51) RESHOR. REBAR (8R UPON )TOTAL) z �I A-4ol.0o STEEL COLUMN GAS' 4 BASE PLATE DETAILS o SCALE: 3" = 1'-0' V ui I I 1 11 I I i 1 u.i �I TYP. ROOFING (5EE 0 #5 REBAR(TYP.) I 1 I i ( SECTION NOTES) J#5 BENTa N� I1'111� IIi III COLUMN TYP. ROOF CONSTRUCTION (SEE SECTION NOTES) PROJECT: REBAR (TYP) STEEL L TOOTI / DETAIL 51 �� A-4o.00 RAFTER TIE K LOUVARAS SCALE: 3/4 1 -0 RESIDENCE I I I I I PERMAGA5T COLUMN AS PER PLAN G.J. As PER PLAN 80 SOUNDVIEW AVENUE FASCIA BOARD GORNE�R CONNECTION 7p MATTITUCK, N.Y. 11952 BEAM AS PER PLAN DRAWING TITLE: "51MP50N" '51MP5014" 1`064 NEW "SIMPSON" LUS26 DESIGN DETAILS #5 REBAR (TYP) 2'-0" LAP POST BASE PER (FOR 3 PLY BM) GALVANIZED JOIST (TYP) POST SIZE HANGER SIMPSON BG52-2 4 (FOR 2 PLY BM) FINISHED STONE 4" GONG. SLAB PAGE: I I li AI1 \/�//X -40 :10 00 AZEK RAP AS I I I GRADE /��/�\/ BA W MPAGTED PER PLAN CRY b" DATE: 11/02/22 13 OF 19 #5 BENT O I I I REBAR(TYP.) j EXTEND FOUND. WALL d FT6. AT a %/�\/�\/ COL. PER FOUND. PLAN;PROVIDE ADDITIONAL (2) #5 VERT REBAR IN GONG. WALL BENEATH COLUMN POST i OSTOST BASE PER P .. d a� EXTERIOR MASONRY DECK i 0 FOUND. WALL d FTC. 'T' GONNEGTION 8 a J NEW STONE PATIOIM '� t • 0 REBAR OVERLAP DETAIL 8 COVERED FORC.,H FOUNIiDATION DETAIL COVERED PORCH DETAIL A-401.00 A-401.00 SCALE: 3/4" = I'-o" A-401.00 SCALE: 3/4" = 1'-0" SCALE: 3/4" = P-O" (5E I ` ERAL= 5 I �50L ICE) : EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.O. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) 0 H--{ NEW WOOD FRAME (L.O. NEW FOUNDATION WALL J cz Ii STL. WHEN APPLICABLE) NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL 4-1 E (V WOOD FRAME (L.O. 5TL. P05T FOR 4" WALLS ::) 0 W 2" HEN APPLICABLE) (MIN. (2) xb" STRUCTURAL O POST FOR 6" WALLS), U.O.N. _ 7 O NEW 2-HR FIRE RATED } WOOD FRAME (L.O. STL. 0 E: Z O WHEN APPLICABLE) a .O c � N O O :t 6 -O O � Lo C CV cu Q 026 W _ _ -f-J 70 V 14'-by2— — — — — — — 14'-by2" — — — — - b'_O. ^ ` mD - — — — — — — — — — — �'J W - - - °� - - - - -� �-- - - - - - - - - - � � - - - - - - - - - - - - - - - - i U c I ^ ' BAGKFILL I •. � I= I COMPACTED I - 0) IN 6" LIFTS L I I CL CL) 65'-6" W I I I — - - - - — — — — — — — — — — — — — - - — — — — — — - — — — — - - - — — — — — — — — — � — — --- - - - - - - - - - - -— — — — — — — — — — — — — — — — — — — — — — - - — W — - - - tn F � q ZQ� Q r p' NEW 2"xW PT F-I ® I6" O.G. T-2" ry PROV. CORD. DECK ABOVE . I - I � �� ` .�-- '-2"-•�` 5'-8" II NEW 2 x8 PT FJ _ ® I6" O.G. I - nGORG. DECK ABOVE Ln UP t I -� tuT Fin t- "' ' ". "• •• •r 4'-9' 3 b 14 6 12 I 13 8" -1 "i -► -1 "� -i 7 — � 1<< • - - - - - - - -� - - — — — — — — - — — •al i , :elH-� Z (4) I:FLUSH LVL C71RDERLLAM 1 - - ( I - - J L J L -O )�FLUSH LVL OIRDROLLAM • I V ER < <� I ' r I I ( (2) I.75"Al.,515" 2.OE MIGROLLAM I • I ai Lu 6 o o I I s PROJECT: X - z X X I I KOUVARAS " I RESIDENCE UP - FLUSH LVL GIRDER ••- I — — — —I— — — - - - L �(3) L75"xl4" 2.0 MICROLL�M J � ; FLUSH LVL IRDER • .. - • 80 SOUNDVIEW AVENUE W 10'-4" 12_�2 F — — — — MATTITUCK, N.Y. 11952 o o _ I I I DRAWING TITLE: o Ino I I PROPOSED STRUCTURAL PLAN In O W I - - • z - - - -• - - - -� - - - - - - - - I z ' - - - - - - - - - - - I I �- PAGE: I — — IS'-5" — — — — — — — — — - I m BACKFILL COMPACTED I — — — IN b" LIFTS t • _ S-101000 " I4'-0" I . I I •. I a . I DATE: 11/02/22 14 OF 19 : L - - - - - - - - �.� - - - - - - - --� - - - - - - - � � - - - - - - - 1 4'-10" — — — — — — 13'-2"— — — — 4'- �f' •• ; �ARC 5r'-o" — — — — — — — — — . •�YY" ►•;L �Cat r-• �- 9• FROPOSED FOUN ATION STRUCTURAL PLAN SCALE: 1/4" = 1'-011 7 OEI ERAL 5��BOL <E� _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.O. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) Lu NEW WOOD FRAME (L.O. NEW FOUNDATION WALL UJI 5TL. WHEN APPLICABLE) J (j NEW I-HR FIRE RATED © MIN. (2) 2"x4" 5TRUGTURAL �i - N WOOD FRAME Co. 5TL. POST FOR 4" WALLS Z) � WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O _ _ P05T FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED i }- WOOD FRAME (L.O. 5TL. WHEN APPLIGABLE) �0 O Z O .O >) 0 +, t O a-' CCV 4-1 � Q O W L -�J U •- 4� � 4-J m _T (5) I.'15"xl4" 2.OE MICROLLAM (3) 1."15" LLAM (3) 1.15"x14' 2.OE MICROLLAM + MAP AP W/ Ix AZEK Q HDR. 1QF01Ir AZEK Q HDR. WRAP W/ Ix AZEK 2"xa" G.JPORCH a ]roll D Q �1 p 1 a3o S.F l O �1 BEAD BOARD CEILING 1 U � tu () tu p z vW _ _ UW Z p ON I tu W Q -i (3) I."15"x9.5" 2.OE MIGROLLAM Q v x = tu w w L_ z LVL HEADER ill L tu T x •/r-�n O� �I vO� �-1 iu �� vO� �xl o� I nvlJ in> U >in W cva ? 'j N X_j LL 1 X-1 tv a p= m m to N ®m m x r p r, X�Q r, p x tH 1 1 m 2 I.75"xll.bTS" 2.OE MICROLLAM to m ze m TRP. POST LVL HEADER ✓ \ _ -- - _ F _ \ \ 1 2"xa" G.J. DBL. POST (3) I.'I5"xl4" 2.OE MIGROLLAM (3) I.'15"x14" 2.OE MIGROLLAM (3 I.-15"x T.5" 2.OE MIGROLLA \ a 16" O.G. � LVL HEADER LVL HEADER LVL HEADER DN. BE D BOARD CEILING DW 1 1 1 d 1 I O �w O I <W a4 Q IQ I Q d ® � -1 wi! ocn WwtOt�q w �w �tu w� ri� 0 p I y_w -1 PROPOSED I Y w 1 I tQu to T_-3 ® � KITCHEN ® � x ® � T-1 l x n , w , w w PROPOSED w `_r K 1 x = O-t � N 245 S.F. O a. U" O� p+ � O Q X p% ri =1Y 6> _4y N_j _ GREAT ROOM n 3 r p x O O - = O O O O 260 S.F. r Q z x� n ;' x� n � XO m rL U1 IM in rL- 1 r,w rILtpl PROPOSED 1 DINING ROOM 1 I 2"xa" G.J. 215 S.F. a 16" O.G. DBL. POST REF. BEAD BOARD GEILIN6 \ 3.5" STEEL COL. TRP. POST W \ TRP. POST (5) I.15"x14" 2.OE MICROLLAM (5) I.-15"xl4" 2.OE MICROLLAM FLUSH LVL HEADER FLUSH LVL HEADER BEARING WALL \ 3.5" STEEL COL. V \ PROP. d \ I PANTRY O ao S.F. z ® -� PROP. PROP. / < 1 a I WALK-IN E; z - IK ui Lu / / I ® L Q _ [A O 50 S.F. O I to 0 PROPOSED DN. O O O� I ON. Q' 2 GAR GARAGE t� �, ry I Q ( p I PROPOSED PROJECT: L 520 S.F. < = BATHROOM 00 x J v tu (2) I.'15"xl4" 2.OE MICROLLAM xl �1 2"xa" G.J. 115 S.F. KOUVARAS n - w l V Q FLUSH LVL HEADER N I N I ® I6" O.G. RESIDENCE - A p PROP. - - --- \ DN. FOYER TRP. POST \ _ 145 S.F. _ 2) I.T5"x14" 2.OE MIGROLLA _ O \ (2) I.-T5"xl4" 2.OE MICROLLAM in FZU�HLAD R LINEN \ FLUSH LVL HEADER I '= I TRP. POST 80 SOUNDVIEW AVENUE \ TRP. POST m z BEDROOM ' MATTITUCK, N.Y. 11952 / TRP. POST w ® � 155 s.F. 2"xa" G.J. -1 EAD BOARD GEI IN5 DRAWING TITLE: / / z PROPOSED STRUCTURAL PLAN / I PROP. PWDR. m x -� LAUNDRY RM w N ROOM 3s s.F. f Q X a 0 0�l N� PAGE: PROPOSED r B AP BOARD GEILIN6 to COVERED 0 O 3O0 RCH S.F. w r _ / S-102o00 ttuu O Q w $ N ®[0 1 sJ 1 p I z X t Q N X 1 DATE: 11/02/22 15 OF 19 N (2) I.75"xllb75" ZOE MICROLLAM (2) 1.'15"xll.b-15' 2.OE MICROLLAM (2) I.T5"xll.b"f5" 2.OE MICROLLAM m _ HDR. WRAP W/ Ix AZEK _ lui _ HDR. WRAP W/ Ix AZEK _ lug _ HDR. WRAP W/ Ix AZEK _ m FR01'05ED FIRST FLOOR STRUCTURAL FLAT SCALE: 114" = 1'-0" OE I ` ERAL <E� : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT CL , WOOD FRAME (L.G. STL. Q WHEN APPLICABLE) EXISTING TO REMAIN 0 --.-- -{ NEW WOOD FRAME (L.G. NEW FOUNDATION WALL \\ L U ------i 5TL. WHEN APPLICABLE) \\ w_I a NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL Q 4-1 WOOD FRAME (L.G. STL. POST FOR 4" WALLS .O N WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL m NEW 2-HR FIRE RATED POST FOR b" WALLS), U.O.N. O WOOD FRAME (L.G. STL. i } WHEN APPLICABLE) 0 C Z O .co c N O o t � O 4-, }' CV Lo a � ca � o (D I U •- - - - - - - - - - - — — — — - - - - - - - - - - - - I I m + - I U c � I Q .— U) PROPOSED BALCONY 250 S.F. I Q — - - - - — — — 5/4" DEGKIN6 II II I II II I II II I II II I (2) I.715"x9.5" L�/L HDR. (2) I.'f5"x9.5" LVL HD PROPOSED MASTER BEDROOM I Q I PROPOSED I I80 s.F. = FAMILY ROOM l i I 150 5.F. NEW 2"x8" G.J. PROPOSED f II I J QJQ ' I BEDROOM 3 I I 150 S.F. z II I < � I II — -- — — J lu ' — — — — — — — — — — — — J 3-6 —� (2)2"x,i0 HDR. 3'-O" Q PROP. MCSF GL. -m 11 s.F. N (2)2"xIEJ" HDR. I (— — — — — — U — — — W PROPOSED R' TRP.POST -I x �� BATHROOM Q F NEW 2"x8" G.J. lu z 'I5 S.F. / \ I O.G. NEW 2"x8" G.J. I U N ATTIC L161, O.G. N�HATCH - - - I I � 0 l a PROP. PROP. Q WALK-IN WALK-IN Q p DN. Cd 2 CL. CL. 40 S.F. 40 S.F. � II W 2"x8" G.J. I PRO JECT: x _ r PROPOSED STORAGE x KOUVARAS FIT Ir 9 o PROP. I i RESIDENCE Iiv %z GL. TRP. POST — — — =I NEW 2"xV G.J. 0 - — — — — — — — Z I Ib" O.G. PROPOSED I BEDROOM 80 SOUNDVIEW AVENUE 145 S.F. 3 0S) PROP. MASTER MATTITUCK, N.Y. 11952 (b BATHROOM 1xv z z iss s.F. � m t I DRAWING TITLE: PROVIDE 5.5" LVL STUD WALL O I PROPOSED STRUCTURAL PLAN I PAGE: I I S-103mOO I - - - - - - - - - - J DATE: 11/02/22 EJ16 OF19 FROPOSED SECOND FLOOR STRUCJURAL FLAN SCALE: 1/4" = P-O" � 0 ; OF N��3 OEI `FERAL 5 I I " I50L <E� EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT — WOOD FRAME (L.O. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) 0 Lu NEW WOOD FRAME (L.O. NEW FOUNDATION WALL ,J f6 STL. WHEN APPLICABLE) (y) 4-1 MIN. (2) 2"x4" STRUCTURAL Q E NEW I-HR FIRE RATED ® WOOD FRAME (L.O. STL. POST FOR 4" WALLS O O WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR b" WALLS), U.O.N. — T O NEW 2-HR FIRE RATED i WOOD FRAME (L.O. STL. O O Z O WHEN APPLICABLE) Q_ I c N 0 0 :, � O � FLOOR PLAN NOTES Q O 0 WINDOW NOTE: I. ALL NEW WINDOWS d DOORS SHALL BE MARVIN ELEVATE SERIES CASEMENT,DOLiBLEHUNO,OR GLIDING (AS NOTED); INSTALL AS PER MANU. SPEC.'S. SEE NOTE #4 IN "&LASS WINDOWS AND DOORS" ON PAGE 0-002 FOR MINIMUM REQUIRED WINDOW PERFORMANCE. IF CASEMENT WINDOWS - L� ALL 05MNT WNDWS SHALL HAVE STRAIGHT ARM ALUMINUM HALF ROUND HINGE WHEN 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE TILT WASH 3.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. OL. 4.SEE PAGE 0-003 FOR FRAMING ELEMENTS AROUND WINDOWS (TYP. FOR ALL) U.O.N. - PROV. (2) 2"xIO" U HDR U.O.N W EGRESS NOTE: IN COMPLIANCE WITH NEW YORK STATE BUILDING 1 CODE,SECTION R310.2.I;THE FOLLOWING MEANS OF T EORE55 SHALL BE FOLLOWED: i r�J �� i • NET CLEAR OPENIN5........... 5.1 S.F. >S,, `� + NET CLEAR HEIGHT............... 24" MINIMUM UQ'O NET CLEAR WIDTH................. 20 MINIMUM „ I �L>S„ � U � PROVIDE (I) NEW 4 TON HYDRONIG AIR HANDLER: I � L- 14 1. UNITS BY "RHEEM" OR APPROVED EQUAL ry 2.PROVIDE TONNAGE FOR SECOND FLOOR "ZONE 3" d I P O V to I • "ZONE 4";UNIT LOCATED IN ATTIC:. O +'v 4:1�_� ` ^ 3.PROVIDE HOT WATER COIL AND CONNECT NEW HOT V J WATER/BOILER COMBO TO NEW COIL - - ; n 1 z c_v z L I tJJ ry - - - - - - - - - - - -- - - - - - - r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — r I II II N CL I I II F FIL II 12 I ir II II I I II X I i NEW 2"xIO" R.R. I CATHEDRAL I 1 CEILING \CATHEDRAL CEILING I li I I iI r F — — — — - - - - - - - - - - - - -I I I I II II I I II I z F A I I I w 0 U ATTIC FLAT CEILING HATCH,I BELOW l FLAT CEILINO� x O dJ BELOW cV z II VAULTED IQ CEILING PROJECT: KOUVARAS RESIDENCE 80 SOUNDVIEW AVENUE l I I 4-1I MATTITUCK, N.Y. 11952 I I `CATHEDRAL GATHEDRAL I CEILING CEILING I I DRAWING TITLE: b.I2 PROPOSED STRUCTURAL PLAN L - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - — — — — — I I NEW 2"x8" R.R. Ib" O.G. NEW 2"xb" R.R. Ib° °j F PAGE: S-104m00 h — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - I DATE: 11/02./22 17 OF 19 54'-0" PROPOSED ATT I G FRAM I NO PLAN _ SCALE: I/4" = I'-oil "t'r, _D 4: ;��;a � Q`y �o of N�`N OENERAL 5�'1�BOL <E ' : EXISTING TO BE DEMOLISHEDi NEN WOO FRRAME (L.G. STL.TIAL HEIOHT Q Fes`=L 11 11 WHEN APPLICABLE) O EXISTING TO REMAIN � Lu NEW WOOD FRAME (L.O. NEW FOUNDATION WALL J cu STL. WHEN APPL I GABLE) Cy) NEW I-HR FIRE RATED ® MIN. (2) 2"x4" 5TRUCTURAL aa,' E (V WOOD FRAME (L.G. STL. PO5T FOR 4" WALLS In WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O � P05T FOR b" WALLS), U.O.N. - 0 NEW 2-HR FIRE RATED } WOOD FRAME (L.G. STL. a Z O WHEN APPLICABLE) .C(3 -*e N O O 2 (4 - O � J u) O N c6 Q O O W k --I-� -0 All[ U •- � m --------------------------------------- IT U � n� -- — — TRP. POST I— TRP. POST TO RIDGE NEW 2"AO" R.R. I TO RIDGE NEW 2"xl0" R.R. I — — --- -- - - - 16" O.G. I6" O.G. ---------._____.--- ---_---- 110 1I Q I I --- 10:12 a I I I I o 10:12 I I oQ I I I oQ - ? o o o o I II (2) 1.15"_LVL HEADER ROLLAM B I r p I I z NEW 2"xa" R.R. - I6" O.G. — 10:12 NEW 2"xlO" R.R. I I I NEW 2"xl0" --- NEW 2"x&" R.R. __� I I6" O.G. I6" O.G. ---_-- - Q 16, oG o I I I I - --- II II I _ J — — 10:12 _ F: av Iva wA - - - - - - - - - — - - — — — — N N Q ry J tV O N I TRP. POST I (2) 2"xl2" RIDGE I TRP. POST --- — I TO RIDGE TO RIDGE z x w J L�<<9S„ n L F I I I I —�—---- -- - - ------- w x ° II (2) I.'I5"xq.5" (2) I.-15"xq.5" 2.OE MICROLLAM I _ 2.OE _ LVL HEADER_ _ z TRP. POST MIGROLLAM I I _ TO RIDGE LVL HEADER TRP. POST TRP. POST ._— _s_=— ---- -- w TO RIDGE TO RIDGE q� O O I _ _ I I O — — o�P I (2) I.-IS"xLVL HEADER ROLLAM (2) L"15"xq.5" 2.OE MIGROLLAM I wLw- J LVL HEADER I I I z I — — - —_- P. POST �OQ, 0 I I TO RIDGE I w w TRP. POST PR w u~ w I TO RIDGE I I w w I I I PROJECT. O I n U n I NEW 2"xlO" R.R. I I N N rri N EN 2"xlO" R.R. I --- — - _ _ KOUVARAS x - x O - a I I6" O.G. Q - I I6" O.G. _ �> N �> I J II �� w �,> J �- —1 �� F-1 I o —A z X� I I o - w RESIDENCE z tN' z tT-, I I y NEW 2"xl0" R.R. I I r t'n-. I y NEW 2"AO" R.R. I w I6" O.G. I I y w 16" O.G. 2 tr0 10:12 10:12 pQ 10:12 I I � n� - � I (2) L-15"xq.5" 2.OE MIGROLLAM o I I r> I I - _ _ _ _ - - I �� I 80 SOUNDVIEW AVENUE LVL HEADER _ _ - I - - - - E3 MATTITUCK, N.Y. 11952 II r I I r II 16'-3y2" I I — DRAWING TITLE: -- 101 L- — — — — — — — — - L — — — — — — - — — - -- o PROPOSED STRUCTURAL PLAN 23'-5" — — — - — — - - — — — — — — — — — TRP. POST TRP. POST NEW 6" SEAMLESS GUTTERS 8 TO RIDGE TO RIDGE DOWNSPOUTS; WHITE (TYP.) ALUMINUM HALF ROUND PAGE: S-105m00 DATE: 11/02/22 18 OF 19 FROFOSED ROOF STRUCTURAL FLAN SCALE: 1/4" = I'—O" OF Q 0 W J C6 (y) Q 4 N -1 tt- E p 4" FRESH AIR VENT J j L THROUGH ROOF O . 0-) O v I — 0 4 3„I p C Z O a •co I :3 N O O :' c\l CD2" ---------- I ------- 2„ BATHROOI"1 r--------------------- I T -- -----_f -__-_ BATHROOM Q O O LAUNDRY I I ----�----I CLOSET I I I I I I O I I I I I I I I I I 21 2"1 2"I I I I 2,d 2"I 2"I I I 1 I I I ( I I I I IL PROVIDE "ABESGO FF200 FR p I I O I I I 12" I 12" I I I j 2" EXPANDING FOAM" (OR EQUAL) v I I I I I I AT ALL PENETRATIONS IN FIRE � I I I I RATED WALLS AND I ( I I I I FLOORS/CEILINGS. PRODUCT I 1- 14 ISHOWER 2 I 1_ „ 1_ „ 15HONER CONFORMS TO A5TM E SI4, 70 I I �g A5TM E 84, AND UL 14-T-1 WASHER I 1 L I :2 I :2 3„ 2 G.O. U • t' 2" _____-- ___ 2„ OUTDOOR KITCHEN KITCHEN NOTE: M ALL PLUMBING WORK 1 1 1 ROOM I I I I BATHROOM I 1 SHALL CONFORM TO I I LAUNDRY I I I I • I I ROOM I 1 I I I LOCAL PLUMBING GORE 2„1 2"i 1 2" 12" 12" u I I I I j j GLEAN OUT AS REQ'D 14, 1 I 1 I , „ PROVIDE F.A.I. • SHOWER Q 1 I-�' I-� wASHER DW nV 11J 2" 3' G.O. AML W O Q 4" O 4" HOUSE MAIN DRAIN G.O. U Lu 4„ TO SEPTIC w SYSTEM N 4 tQ NOTE: I/�' G ALL PLUMBING d FLUME'I I RI JER - DRAIN / NA5TE / NEAT � FUEL CA WORK p SHALL CONFORM � TO LOCAL PLUMBING CODE d 50ALE: NTS O FUEL OAS w N PIPING PENETRATIONS: I. PROVIDE "ABESCO FF200 FR EXPANDING FOAM" (OR EQUAL) AT ALL PENETRATIONS AT WALLS AND FLOORS/CEILIN6,5. 2.PRODUCT CONFORMS TO A5TM E 814, ASTM E 84, AND UL 1479 KITCHEN a O O Z t� w O RANGE O� m v U PROPOSED 500 j GALLON BURIED Q NOTE: PROPANE TANK ALL PLUMBING WORK AIR SHALL CONFORM TO HANDLER LOCAL PLUMBING CODE m 6A5 SUPPLYw Q VERIFY 51ZE W MANU. WALL HUNG I LEGEND �j BOILER/WATER PROJECT: I LAUNDRY BATHROOM I BATHROOM HEATER m KOUVARAS ROOM I < O GOLD WATER o �� �� SUPPLY RESIDENCE z 0 I I I I I :4 Q4 PROVIDE "ABE500 FF200 FR Qj Q4p4 v I �I v AT ALLN FIREINO FOAM" (OR ) LP 's'�-,`L �I �v 31 �vI I� - I �I �V XI �v I� x I - $ ii ' =1 �I `' �i i� FLOORS/�GELNGS PRODUCT /�' I Y 80 SOUNDVIEW AVENUE SHOWER I Iry QI I Iry I TUBN� : SHOWER CONFORMS TO ASTM E b14, CAS RISER — SUFf=L IWASH - - Al E 84, AND UL 1479MATTITUCK, N.Y. 11952 =----- L' ----L ---J=----------------I------- ----L' --L--- . �.._.._. _. Z.._. _.._r ._.._..L.._..- - -.._.._..1.._ — — — —..I.._.._.._.1- .—.._..L.._..T--- I .—.._.._---.._..—..J f - --— _ -- SCALE: NTS i KITCHEN DRAWING TITLE: POWDER ROOM LAUNDRY I BATHROOM I - - - ROOM I i! OUTDOOR KITCHEN PLUMBING RISER DIAGRAMS I Ij I I INTERIOR SHUT-OFF GAS RISER DIAGRAM Oi M i p� FOR HOSE BIB QQQI444 �"_QI� Ij I Q I NEW FREEZE PROOF H05E BIB I I vi w/VACUUM BREAK FASTENED I �K U I I V I I �v �I 'S - 1 I it I ? w/PIPE FASTENERS (PRECISE x1 dJ z x x� :V I cvl :v iv LOCATION T.B.D. IN FIELD - �V PAGE: ivl �c\v m cv� jn nj �N ryi I= SHOWER m I I 1= p�� CONSULT W/OWNER) IQ_ �I I- WASHER �I I QI N I g I DW REF. L. ----- ----- — =--I--L ---J=--------------1_J ----� -r—_- .__L — —..—..—..—..—..J.._..L..1_..— — — — --- P-101000 I j I I I I TO PUBLIC DATE: 11/02/22 19 OF 19 ----------------- I [HATER Hz _. _. _. _..�.._.._..L. i. W F� L------------------ VA ILJ ---------------- WALL HUNG BOILER/WATER m HEATER COMBOAIR HANDLER r' '.` lIN iF*� E1)Al .A FLUME I NIA RISER - SUFFLY SCALE: NTS SITE LAYOUT NOTES: SITE PLAN HATCH KEY: I. THIS IS AN ARCHITECT'S SITE PLAN 8 IS SUBJECT TO VERIFICATION BY A LICENSED PROPOSED BUILDING V, „ + SURVEYOR. THE INFORMATION REPRESENTED ON THIS SITE PLAN IS TO THE ® PROPOSED ACCESSORY STRUCTURE a ' ARCHITECT'S BEST OF KNOWLEDGE. Irk A Q 2. SURVEY INFORMATION WAS OBTAINED J cc FROM A SURVEY DATED APRIL 15, 2022 AND PREPARED BY: HAROLD F. TRANGHON N LAND SURVEYOR O Q 0 P.O. BOX 616 1566 WADING RIVER ROAD �� �� ��� � � - O +_+ 0 C Z O WADING RIVER, NY 117g2 -0O I ,00 PROJECT LOCATION &SCOPE N FROFOSED NEW S I NO LE EAM I L`I' RES 1 DENC E; EX I ST I NC SITE PLAN & ZONING DATA 0 O t c9 ❑ RES 1 DENGE TO BE DEMOL►SHED UNDER FERM 1 T # � oN -J n c 0-002 .00 GENERAL NOTES Q O ❑/ ENERGY TABLE STRUCTURAL DESIGN CHARTS nn 11 I-STRY WD. FR. AGGE550RY � 0'�E�T �A T A : W BUILDING ON SLAB w/ (5-005„00 HOLDOWN, ANCHOR BOLT, STORAGE (FILED SEPARATELY) STRAPPING, & NAILING DETAILS (0 BEDROOMS) PROJECT / ZONING DATA 70 FASTENING SCHEDULE -�--J EL -76 TAX MAP # 1000-100-I-I U ._ FRAMING GRAPHICS nn 11 ZONING DISTRICT R-40 NON-CONFORMING BEAM CONNECTION PATTERNS W 573°00'30"W _ _ _ _ 152.50' FIREBLOCKING DETAILS '"� _ " - - - i LOT AREA 0.7 ACRES WATER SUPPLY L I NES - " " - " tO SUFFOLK COUNTY HD APPROVAL PERMIT # 6 ----------------------------- . __________ _---- i BEDROOMS A- 101 ,00 PROPOSED FOUNDATION PLAN N I 1 0' ACCESSORY EAR ;Y�RD SETBA - ---------- -- �� ! m _ i U H. FENCE; I I � _ _ � =80, I � � � I PROPOSED PROPOSED APPROX. 270 // " - - ' - - - - " - - - ' I , HABITABLE GROSS - SPACE AREA LINEAR FEET .n�', " �' 1 1 I • FIRST FLOOR AREA I,g28.3 S.F. 2,486.5 S.F. A- 102 ,0® PROPOSED FIRST FLOOR PLAN Q _ - // n(j 1,000 GALLON / / j WATER SECOND FLOOR AREA 1,5g4.2 S.F. 2,155 S.F. METER AREA TOTALS 3 615 S.F. 4,621.5 S.F. PROPANE TANK I / PROPOSED SECOND FLOOR PLAN 8'(pX8' DEEP DRYWELL FOR - POOL $ HOT TUB W 40.0' r ®I I RF-aUIRED SETBACKS - MAIN BUILDING (UNDER SEPARATE i iI - -- I I Id [L 8.0' u-I� I � i w �- 10�.00 SCHEDULES & PLAN NOTES APPLICATION) I� INOROUND SWIMMING - UTILITY POLE 1 I-- REQUIRED PROPOSED COMPLIES o o � < DESIGN DETAILS p POOL (UNDER p D j FRONT YARD GENERATOR ON - SEPARATE < 40.0' 40.1' YES z CONCRETE PAD H.T. ` zl <t I (PRIMARY) O APPLICATION) ��Q I m FRONT YARD (SECONDARY) PROPOSED EXTERIOR ELEVATIONS 25.0 40.0 YES �-�O I .O O � �_ I D•W• ) i SIDE YARD 15.0' 2cll' YES z B UE O `� I il' i I coi L ST N \ REAR YARD 50.0' 78.7' YES c� PATIO ' I202 .00 PROPOSED EXTERIOR ELEVATIONS 0 �'- �64 ELEG. METER I� � LOT COVERAGE ON WD. c� CONDENSERS ON II �, 14�5' H-FRAME �o LOT Z DESCRIPTION (FOOTPRINT) AREA a CONCRETE PAD 1�15• G �//El;Z 0 F 0 R C H ¢ i COVERAGE v I I -�® 1 •O® BUILDING SECTIONS TOTAL LOT AREA 28,823 S.F. w a �Iv I j DWELLING 2,4&7 S.F. 8.6Y a m l LI /1/ z EXIST. DWELLING 4 I IU I I COVERED PORCHES 1,554 S.F. 4.79b N 2-STORY WD. R. I I -�O2 .00 BUILDING SECTIONS z WOOD DECK I I � I/A OWTS I W � DEMOLISHED I WELLING w/ BASEMENT BASEMENT ENTRY STAIRS 53 S.F. 0.2% ir GARAGE CONTROL PANEL ACCESSORY BUILDING o g ❑ - I ON WD. H-FRAME I 400 S.F. 1.4% o a 1 (6 BEDROOMS ______ 41.4 (SEPARATE FILING) 880 S.F. 3.1� DESIGN DETAILS , 1--- -7 INGROUND POOL $ HOT TUB (5EPARA-E FILING) 5'O - BURIED ELF-C. LINE 1 ?RACE SLAB EL.-82.1 \ I i 11 TOTAL AREA OF ALL STRUCTURES 5,174 S.F. 18.09b N EL =B4 l (BURIED APPROX. I �1 I � 36 BELOW I DRAINAGE SYSTEM CALCULATIONS: 0 SANITARY PIPING) PROP50ED DWELLING IMPERVIOUS SURFACES = 3,775 5ci. Ft. S- I O I .00 PROPOSED STRUCTURAL PLANS in 0 EL.=P�2' �\ -2a.�' / ❑ ` ' I 3,775 Sc�. Ft. X 0.1-1= 641.15 4'-O" H. FENCE 642/42.2= 15.2 VERTICAL FT. OF 8' DIA POOL REQUIRED PROJECT' \ _ COVERED PORCH ` APPROX. 140 PROVIDE (5) 8' DIA. X 5' STORM DRAIN POOLS II -BURIE1� � � �� �� '� � KOUVARAS W I �, GAS LINE - - ' �' � _ , LINEAR FEET / DRAINAGE SYSTEM INSTALLATION NOTES: PROPOSED STRUCTURAL PLANS - �' ' / • A MINIMUM OF IO SEPARATION IS REQUIRED BETWEEN DRYWELLS 8 RESIDENCE / .5 ❑ ❑ ❑ / � ,' ❑ � � o/ � ,�` / WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC y / COMPONENTS, LEACHING FIELDS, 5EWER COMPONENTS AND THE °� I D'W' � / EDGE OF ALL FOUNDATION WALLS EL.=a2' ���/, // A MINIMUM OF 5' SEPARATION IS REQUIRED BETWEEN DRYWELLS � I i � ❑ - - - - G PROPOSED STRUCTURAL PLANS v D•W / - / CONCRETE SLABS AND PROPERTY LINES S- I O .O O 80 SOUNDVIEW AVENUE • CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL MATTITUCK, N.Y. 11952 ® ASPHALT -EX157. SEPTIC / EL•=82 0 SYSTEM ABANDONED ' < DRIVEWAY m ❑ - PER SGDHS -` - - DRAWING TITLE: - - - - - - - - - - - - ~00� vl #"�^ !"e'' ` 46 -tl �9 I ®�.®® PROPOSED STRUCTURAL PLANS STANDARDS `� b" PROJECT LOCATION &SCOPE CRY ❑ / w p:@ . ,� s ' � ., +: . ; ' SITE PLAN & ZONING DATA / 4 ���L ❑ o d , / ® / 7F. 4' ' � •. q , t' y YP � ❑ PROPOSED STRUCTURAL PLANS - - - - - - - - - - - - - - - - - i/ i " M► ,Y4''k,. "�" �` � ;; R PAGE: >• �' �„ .ter �;,• , � �;E D G-00loOl SUBJECT PROPERTY .. ,, . ;,�* �- O � .00 WV/ WATER SUPPLY RISER EL.=78 1a.4' 18.0' , ' y .,. �/µ "' h e^ • .�► n1A '' ` GAS RISER ' - - - - - - .- - - - - _ _ _ - - /_ - - " // �' e `y r i +fY' v„J � {� �`y '•6p ie' `t rµ,��W'• y .$ , _ _ _ / // �...Yt,, '�y V IFFF w, •I f. ' ✓Y� ' d a '!'f'%s' i� Y DATE: 04 29 24 ,. ,a / / OF 19 ENTRANCE / .�,/�,�"!� �1 -: i .A ,.+r • 44, or EL.=76' tto ' �� 1 ❑ ;. f ,, ,,,'^/ "° '' . _�" 'r} `' '' °K'`"�5, ,",. ' ,6�. '� " ._ - :r�t,'�' P '` - YYY ..j / '`'.ti':'rs ,�4w ^�': i^ �•ie' .t, `';,,�a +�,� e�``~, ,„ 1 rp � ,,•, t a�,y+` .�... s,ffi fi„ � i,„ ,. ' � i�. EL.=74 „ ~; 1 >-.z t r .f "� ar p. R sty y • `� ��Y// �•',t , a • !may✓ �,;rw.` °;.h e,44':ra p,>• r+ ! 'a 14 F.. �.' i � f'\ � w, y re N,<777777� r ,?y r.; r '�," ^, aa•y a 4 w:. // 1{i Ae s a4k p{ g{✓. � ��, Pout V � 6 'a r f,µ �. .�`\ Ay ,. _. ... / ," �t L .. `���9 I .` Frt 5�' \��, '� .�,✓ � ` a/ g,S• ..\ „\`� M.A. .•A 1 P // �'p. vg..� V,�I .k'l•'r, ..�•y•.4. `�a• o + � ate^" ,, � a`� �- '4i y1 � A! °.0. ♦F,..{ #t' ' i 1' a a"b 4 0 - p�� - / d 3• • .p A Y; •fr; - •.,row ?' ' ...t.• *°•'., '° '' + �'' +�et W. .e y _v, 517F- PLAN ._ ;+s��;_-.,.�:.`•.; ., 4ea. „�� �4 .a�Y::.w!'..,.a�. .!" .•i. .f a1F'f+.��'4.�'��.-'"tU:. .`tic v'a+ I SCALE: 1" = 15'-0" I OGAT 1 ON MAP SCALE: NT5 OENER/6L 1=0UNDATI ON PLAN NOTES FOUNDATION PLAN NOTES G� � � - o ,�� � G� NEW TILE FLOOR: TYPICAL P. GONG FOOTING 4 WALL CONSTRUCTION. O I. NEW TILE FIN15H (H.O. TO SELECT) UPON •I NEW PARTIAL HEIGHT 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON O (2) xb P.T. SILL PLATES w/COPPER TERMITE SHIELD EXISTING TO BE DEMOLISHED �� t SILL SEAL d WOOD FRAME (L.6. STL. 3. NEW 4" DUROGK GEMENTBOARD (OR EQUAL) UPON • ANCHOR BOLTS AS PER PAGE 6-003 Q WHEN APPLICABLE) 4.CONCRETE SLAB • P. GONG. FOUND. WALL AS PER DETAIL UPON • P. GONG. FOOTING AS PER DETAIL EXISTING TO REMAIN • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR W NEW FOUNDATION WALL 21 TYPICAL BATHROOM NOTE: • B.O. FOOTING 3-O BELOW GRADE MIN. cu NEW WOOD FRAME (L.G. � �� W STL. WHEN APPLICABLE) !/ I.I. INSTALL MOISTURE RESISTANT 6YPSUM BOARD IN I/2" EXPANSION JOINT® PERIMETER OF SLAB (WHEN J (� ALL BATHROOMS APPLICABLE) Q a--+ NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL 1.2. INSTALL CONCRETE OARD IN ALL SHOWERS AND • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS/ WOOD FRAME (L.6. STL. POST FOR 4" WALLS TUB SURROUNDS STOOPS (WHEN APPLICABLE) � E 2. SHOWER FLOORS • MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET O ul WHEN APPLICABLE) (MIN. (2) 2"x&" STRUCTURAL 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON FOR HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) 0) POST FOR 6" WALLS), U.O.N. 2.2. CONCRETE MUD-5ET (SLOPE 1/6" PER FOOT - - O NEW 2-HR FIRE RATED TOWARDS DRAIN) UPON �L I- WOOD FRAME (L.6. STL. 2.5. WATER PROOF MEMBRANE TO COVER SHOWER HOLDOWN: 0 c Z O WHEN APPLICABLE) FLOOR,WRAP DRAIN 4 ATLEA5T 15" UP WALL5 O HOLDOWN '0' AS PER PAGE 6-003 '� 1 FREEZE PROOF HOSE BIB: N O3 FASTENED w/ MASONRY ANCHORS (PRECISE O O 4-J (� LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) - O 4-J N 4-1 L0 65-6 EGRESS WINDOW WELL: c O PROVIDE NEW EORE55 WINDOW WE LL d COVER BY Q r 2 ..ROCK-HELL;ELITE SERIES" 66"W.X64"H. OR EQUIVALENT. INSTALL AS PER MAN. SPECS. HO TO SELECT COLOR. OWINDOW NOTE: W I. ALL NEW WINDOWS b DOORS SHALL BE MARVIN W ELEVATE SERIES CASEMENT, DOUBLEHUN6, OR &LIVING (AS NOTED); INSTALL AS PER MANU. SPEC.'S. SEE NOTE #q IN "&LASS WINDOWS AND DOORS" ON PAGE 6-002 FOR MINIMUM REQUIRED WINDOW PERFORMANCE. IF CASEMENT WINDOWS - J H I N 6 E W H E N - - - - - - - - - - - - - - - - - - - - - - - - _ ALL G5MNT WNDWS SHALL HAVE STRAIGHT ARM 4- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2.IF DOUBLE HUN6 - ALL DBL. HUN6WNDWSTOBE U . - TILT WASH n , ' 8 3.ALL 6LAZIN6 WITHIN I6" OF FF TO BE TEMP. 6L. A-401 - - - - - - - - - - - - - - - - - - - - - 6 - - - - - - - - - - - - � - - - - - - - - - - - � J- - - - - 4.SEE PAGE6-003 FOR FRAMIN6 ELEMENTS AROUND WINDOWS (TYP. FOR ALL) U.O.N. EGRESS NOTE: IN COMPLIANCE WITH NEW YORK STATE BUILDING STONE I ' PORCH D I •' , EORESSE ESHALL BEIFOLL01 EDOLLOWIN6 MEANS OF VE 4 NET CLEAR OPENINO........... 5.1 S.F. N NET CLEAR HEIGHT............... 24" MINIMUM U I NET CLEAR WIDTH................. 20" MINIMUM L TYPICAL CLOSED FOUNDATION O 0 PORCHES / PATIOS: Q /1 1. 5EE NOTED DETAILS �I 2. ALL HORZ. SURFACES SHALL BE PITCHED 6 1:45 AWAY ANILn 1 FROM BUILDING W 3. FOR 5LA55 ABUTTING FRAMING, INSTALL COPPER Q - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FLASHIN6FROM12" ABOVE AND ADJACENT TOSLAB, BED ALL FLA5HIN& IN ASPHALTIC MASTIC, s .` 4. PORCH /PATIO WALL5 OF SEPARATE POURS SHALL - - - -- - - - - - - - - - t- - - - - - - - - - - - - - - - - - - -- -- - - BE DOWELEDw/#5aV1O.G. VERTICAL To EA. OTHER 4 TO MAIN FOUND. A - 5. PROVIDE 4" POURED CONCRETE SLAB W/bX6-IOXIO W.W.M. BETWEEN CENTER d UPPER j OF SLAB SECURED •, L111 SAUNA IN PLACE DURING POUR. 6 5LRAB;IDE 6 MIL POLY ON 4"SLATE FINISH ABOVE SLABBL BASE BELOW It O 5 r z P r r PROVIDE 500 GALLON BURIED PROPANE TANK; 1'f I OO INSTALL AS PER MANUFAGT. SPECS 0 A MINIMUM OF ® O ROP O 10'-0" FROM EXTERIOR OF HOUSE; REFER TO SITE Z nT _ , m PLAN FOR INSTALLATION LOCATION O - d4 Ia sr.. I PROVIDE (1) NEW 4 TON HYDRONIG AIR HANDLER: O I. UNITS BY "RHEEM" OR APPROVED EQUAL iv I 004 005 oo-t - 2.PROVIDE TONNAGE FOR FIRST FLOOR "ZONE I" $ "ZONE z A-501 2";UNIT LOCATED IN BASEMENT. L - J i - 3. PROVIDE HOT WATER COIL AND CONNECT NEW HOT 0 O WATER 30ILER COMBO TO NEW COIL Z UP I T PROVIDE NEW WALL-HUNG GAS COMBINATION O BOILER: I. BY "RHEEM" OR APPROVED EQUAL N 3 O 001 I A I 2.MAX OAS PROPANE TANK: Iaa,a00 BTU/HR;CONNECT TO NEW a 3'-6" O Z Q - - - - - - - - -- -- - - - - 2 006 PROPOSED I U PROVIDE 120 GALLON HOT WATER STORAGE TANK; ♦ . •• '� A-401 .� 7'-5" 2�_I 2�� FULL � I 10 � - - - - - - - - - - - - - - - - - - - - - - - H E 16 H T O INSTALL AS PER MANUFAGT. SPECS w -N BASEMENT I6 5 N STAIR 4 RAILING NOTE: � -1 I6 OD6 - - 17 - A�1 I m II I. ALL NEW STAIRS SHALL HAVE MAX. 6-1/4" RI Z (-�. 6 MIN. 10 Tr - RISERS SHALL BE CLOSED O Ln �'_ A-4ol A-4oi I I 2 NOT TO AALLOW PASSA6E OF A 45 0 SPHERE; Z - L - J L�/ 36" HIGH HANDRAIL d SPINDLE SPACING NOT W TO ALLOW PASSAGE OF A 4" 0 SPHERE Z `fl A�- 1 PA-40� NO ALL DELOWR. = `fl 3. GRIPPABLE RAIL AS PER CODE pSTA g Il � U a 3'-3" a'-5" - PROVIDE FLOOR ' STAIR TREADS, RAILING 4 POSTS TO BE WOOD •, - FINISH BY 4 MATCH PROPOSED FIRST FLOOR FLOORING �! "RUST-OLEUM" • SPINDLES TO BE METAL (OR EOUIV); 12 I COLOR TO BE A -104 SELECTED BY 2 N H.O. A-104 12 PROVIDE 8" HORIZONTAL PAINTED SHIPLAP°o I \,PROP05ED 11 m ooa s FOYER WALLS 4 STAIRWELL a 0 SARA6E O N I SLAB - I-I I I ►' ( I-I NEW MECH. AREA: A-301 ,' I I e• A-301 13 I INSTALL ALL INDICATED EQUIPMENT AS PER MANU. PROJECT: (I6 RI ® AX 6. 5" I6 SPEG.'s „ I (15) Tr ® IN. 10" UP =ry 4 2.MAINTAIN 30"x30" CLEARANCE IN FRONT OF PROVIDE 4 POURED GONG. 002 I6 I I MECHANICAL UNITS AS PER NY5 MG 506.1 KO UVARAS SLAB W/6x6-IOxIO W.W.M. r F - 1 - ® - - - 3.MAINTAIN ALL APPLICABLE VENTING CLEARANCES BETWEEN CENTER +E UPPER I 0 I __ I 4.DISCORECUINENECT, REROUTE, S RECONNECT EUIPMENT TO RESIDENCE OF SLAB SECURED IN - -"'�- EXISTING PIPING AS REOV PLACE DURING POUR; L J L J _l •, PROVIDE 6 MIL POLY ON 4" 1� _ _ _ TYPICAL MECHANICAL AREA NOTES: i 6RAVEL BASE BELOW I a 3 1. FOR NO. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY SLAB1� "DUROCK" (OR EQUAL) 2. FOR WD. FR. WALLS - PROVIDE (1) LAYER OF 5/6" 80 SOUNDVIEW AVENUE TYPE "X" GYP. BD. UL U505 (OMIT ON GONG. WALLS) MATTITUCK N.Y. 11952 003 Ut 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. 13 12 I , • ( N 4. WHEN EXIST.,MESPEC.'s AND ASCH. EQUIP. SHALL P,NYS MECH. ABE VERIFIED THAT ND FUEL OAS DE ' 14 _ IT CONFORMS TO NY5 MECH. AND FUEL GAS CODE 5. COMB. AIR VOLUME AS PER MANU. SPEC.'s - PROVIDE DRAWING TITLE: s FRESH AIR INTAKE FROM EXTERIOR - - - - - - 1 - - - - - - - - - - - - 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL ' .. � . . .. PROPOSED r.- - - - - - - - - - - - � I I - EMERGENCY SHUT OFF SWITCH PROPOSED FOUNDATION PLAN \ "1. FOR LOCATE SERVICE, PROVIDE 6A5 SHUT OFF SWITCH - - - - - - - - - - - - - - - 10 MEGROOM AL� STONE I I _ 6. LOCATE MECH. EUIP. TO ALLOW FOR PROPER CLEARANCES AS PER GORE L - - - - - - - - - - - m PORCH a. PROVIDE 3" FLOOR DRAIN IF REOV BY EQUIPMENT b cV 2 ° , : I ABOVE CONNECT TO SANITARY SYSTEM AS PER NY5 .. ,, �, I I PLUMBING CODE - - - - - - - - - - - - - NEW I-HR FIRE RESISTANT CEILIN6 CONSTRUCTION PAGE: - - - - - - - - - - - - 14 PROVIDE (2) LAYERS OF 5/6" "DENSOLA55" FIRE D RATED SHEATHING BY GEOR6IA PACIFIC" (OR EQUAL) JOIN PANELS AS PER MANU. SPE05 (A5TM E 136) CRAN I a , 6 „ PROTVIDE 5HINO AS EA HIIN62AROUND DROPPED BEAMS] 4 A-1011.001. 23'-5" 14'-O" 14'-O" 10'-5" HEADERS AS REQ'D ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - 8 POVIDEFIRE RATED SEALANT® ALL SEAMS BY "3M" • .. A-4ol (OR EQUAL) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FASTEN AS PER MANU SPEC.'S 'I4'-10" INSTALL ALL AS PER MANU SPEC.'S DATE: 04/29/24 5 OF 19 NEW REINFORCED P. GONG. SLAB - - - - - - - - - I. NEW 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. UPON - - - - - - - - - - 2. 6 MIL POLY VAPOR BARRIER UPON 3. 4" (MIN) GRAVEL BASE I6-2 „ O 5-SO 16-2 I6 BEAM POCKET (TYP) ' 24"x24"xIV DEEP P. GONG. PAD FOOTING 11 A5 PER NOTED DETAIL (TYP.) > FR01=OSMD FOUNDATION FLAN 30"x30"xlb" DEEP P. GONG. PAD FOOTING 18 A5 PER NOTED DETAIL (TYP) 202�.� S.F. Ci�055AREASCALE: I/4" = I -O° A, FURR AT rOUNDATION WAL AND ROUND WINDOW. EXTEND WINDOW CASING AND PROVIDE TRIM. FURR OUT WALL ADJACENT TO 5HOWER ENOUGH TO RUN PIPING TO MACERATOR PUMP. OE I ` EF l,AL SEE FAOE A- 104 .00 F0 E)OOR SCo HED LES FLOOR PLAN NOTES NEW PARTIAL HEIGHT DOOR NOTE: EXISTIN OI I. INSTALL NEW INTERIOR DOORS WHEN GALLED �- _ G TO BE DEMOLISHED WOOD FRAME (L.5. STL. OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). Q EXISTING TO REMAIN WHEN APPLICABLE) 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED O OUT ON PLANS BY 'THERMATRU' (OR EQUAL). LLI NEW WOOD FRAME (L.G. NEW FOUNDATION WALL 3.DOOR TYPE TO SELECT J 4.INSTALL AS PER MANU SPEC.'S cu STL. WHEN APPLICABLE) 3.PROVIDE (2) 2"x8" HDR.,U.O.N. M 4.SEE PAGE 5-003 FOR ALL OTHER FRAMING a--+ NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. � '� N WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS WINDOW NOTE: � ul WHEN APPLICABLE) (MIN. (2) 2"x(o" STRUCTURAL O I. ALL NEW WINDOWS d DOORS SHALL BE MARVIN 0 � O POST FOR 6 WALLS), U.O.N. ELEVATE SERIES CASEMENT,DOUBLEHUN6, OR 7 r- O NEW 2-HR FIRE RATED 6LIDIN6 (AS NOTED); INSTALL AS PER MANU. 0� r- WOOD FRAME (L.G. 57L. SPEC.'S. SEE NOTE #q IN "&LASS WINDOWS AND >✓ DOORS" ON PAGE 6-002 FOR MINIMUM REQUIRED a- O Z O WHEN APPLICABLE) a WINDOW PERFORMANCE. IF CASEMENT WINDOWS - �C6 -Y -t ALL CSMNT WNDWS SHALL HAVE STRAIGHT ARM >1 2: L) _N HINGE WHEN c � i 2.IF DOUBLE HUNG - ALL DEL. HUNG WNDW5 TO BE O O t TILT WASH _r_ O 3.ALL GLAZING WITHIN 16" OF FF TO BE TEMP. &L. 4.SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND 0 CD WINDOW5 (TYP. FOR ALL) U.O.N. - PROV. (2) 2"xl0" Q HDR U.O.N EORE55 NOTE: 0 INCOMPLIANCE WITH NEW YORK STATE BUILDING - CODE,SECTION R310.2.1;THE FOLLOWIN6 MEANS OF /� EORE55 SHALL BE FOLLOWED: W 3 I NET CLEAR OFENIN&........... 5.1 S.F. NET CLEAR HE16HT............... 24" MINIMUM NET CLEAR WIDTH................. 20" MINIMUM 14'-by2" 14'-by2" 8'-O" 7" STAIR 8 RAILING NOTE: --F-J I. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" RI ' ` r r 3 MIN. 10" Tr - RISERS SHALL BE CLOSED U MN. F171 Ell2. 42" HIGH GUARDRAIL SPINDLE SPACING • PROPOSED NOT TO ALLOW PASSAGE OF A 4" (P SPHERE; n COVERED 56" H16H HANDRAIL 6 SPINDLE SPAGIN6 NOT PORCH TO ALLOW PASSAGE OF A 4" 0 SPHERE J 0150 S.F. 3. 6RIPPABLE RAIL AS PER CODE DN. BR ESTO E - - - - - - - - - - - - 3 STAIR TREADS, RAILING 4 POSTS TO BE WOOD ■ PORCH 4 STEPS PROVIDE WOOD - D O 4 MATCH PROPOSED FLOORING p SLAT PANELS 1 iu • SPINDLES TO BE METAL j FOR WINDOW I Vt O 0 r 1 O � � _ �••J PROVIDE NEW 50 GAL. WELLS BURIED DRYWELL z -74'-10° STAIR TREADS, RAILING $ SPINDLES TO BE CONNECTED TO - I 3B WOOD Q • OUTDOOR SINK (5 161-111, FROM DECK) - I SMOKE DETECTOR / GO DETECTOR NOTES: V , 8'-0" 12'-I" 10'-O" I'-O" O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT n SMOKE /CARBON MONOXIDE COMBINATION DETECTOR (a) HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 2.INSTALL ALL AS PER MANU. SPEC.'s, AT HT'S POINT OF Q ROOM, 3' MIN FROM SUPPLY AND RETURN VENTS 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR b IN COMPLIANCE WITH LOCAL CODE _ - - - I - - n . m m i 3 m Q p \ m R DW m NEW WOOD FLOOR: \ Iq'-O" I O I. NEW J" PLYWOOD 5U5FLOOR BENEATH (6LUE d SCREW); - m SCREW PERIMETER OF SHEATHING 4" O.G. d 12" O.G. INTERIOR. 0 L - - - - - - - - - - - - - - 2.NEW FINISHED FLOOR 8" PLANK;LIGHT GRAY;H.O. TO VERIFY COLOR AND FINISH X NEW TIL I"IE FLOOR: RAILIN6 $ O OO b POSTS TO BE ® �i O I. NEW TILE FINISH (H.O. TO SELECT) UPON WOOD;SPINDLES 12 -0„ NATURAL LIGHT 4 I 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON Z TO BE METAL - dJ 4-O VENTILATION O 3.NEW " DUROGK CEMENTBOARD (OR EQUAL) UPON O PROPOSED FLOOR p 4.NEW " PLYWOOD 5U5FLO0R BENEATH (CLUE 4 SCREW); V 5 AREA 46� - SCREW PERIMETER OF 5HEATHING 4" O.G. 4 12" O.G. 6 M Q KITCHEN PROPOSED in INTERIOR. R 2q5 S.F. % REO. S.F. PROV. A-301 Z GREAT ROOM 280 S.F. LIGHT 512 S.F. 145.0 S.F. O TYPICAL TAHRpROOM NOTE: c) REND I.I. INSTALL MOISTURE RESISTANT 6YPSUM BOARD IN VENT WOOD Z D REQ,p I8.6 S.F. 108 ALL BATHROOMS S.F. BURNING � cV FIREPLACE 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND p r - 7 �i TUB SURROUNDS O N : 2. SHOWER FLOORS 1O5 `r PROPOSED 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON 0 106 L - J DINING ROOM 2.2. CONCRETE MUD-SET(SLOPE I/8" PER FOOT Z jl(10 "ZONE 1" 215 S.F. TOKARD5 DRAIN) UPON = cV 2.5. WATER PROOF MEMBRANE TO COVER SHOWER V REF, 2'-8" 12'-'1" - FLOOR, WRAP DRAIN 3 ATLEAST 15" UP WALLS w INEW LAUNDRY ROOM/01_05ET: a 1� n 3'-4y2" I. NEW WASH/DRY HOOK UP2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s Z BUILT-IN CABINETS d SHELVING w/SIZE OF EQUIP. O 5.PROVIDE HOOK UPS A5 RIMS PER MANU.I PROP. ° ; �� DRYER EXHAUST NOTE: W N PROP. I . PWDR. �- - -5 - I II I. DUCT SHALL TERMINATE TO EXTERIOR g Z PANTRY I RM PROP, 1111;,b" 4'-5" 3'- ' 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY O 5 OPENINGS 0 a 10-1 40 S.F. I 5_O„25 S.F. I WALL-IN 1 k tt 3.DUCT SIZE AS PER MANU. 1 / I v z 4.DUCT SHALL BE EQUIPPED W A BACKDRAFT DAMPER �i 55 S.F. IhII 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN / III O � 4 r IIIII II �1 b �' CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO M L/ - - - PROPOSED - J 13 m (I ) I ® 1 X. 2 DN. L] CONNECT THE DRYER T I THE EXHAUST DUCT SYSTEM SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO Lao EXCEED 8 FEET AND SHALL BE LISTED AND LABELED - - - - - 2-CAR-�ARAGE ( ) r ® MIl . I ' � _ 21_ ° IN ACCORDANCE WITH UL 2158A.52o S.F. � DN • b.EXHAUST DUCTS SHALL BE MIN 0.016" THK RI61D 113 Q METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS m - - - - - - - - ,� 5M/GO a I-I RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST A-501 I IOq T m II - A-501 DUCTS SHALL ALL NOT BE CONNECTED WITH SHEET-METAL PROJECT: - - - - - A-Io4 m (I ) I ® M X. 2 UP 16 n 3-5 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER \ - - (I ) Tr ® MI . I PROP. O"-* 6'-O" *-2'-O" ! LOCATION TO THE WALL OR ROOF TERMINATION. THE �� PROVIDE FLOOR 3'-II" E3'-b OVER „ZONE 2° MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 KO UVARAS FINISH BY 145 S.F. 10 O FEET FOR EACH 45° BEND AND 5 FEET FOR EACH qo° \ "RUST-OLEUM" 55 3 O . BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES RESIDENCE \ - 3 NOT INCLUDE THE TRANSITION DUCT. (OR EQUIVJ; �p �OMN COLOR TO BE TO \ SELECTED BY ABOVE PROPOSED 2'-0.1 5 - NEW ATTIC ACCESS - PULL DOWN STAIR: 108 / 2'-4"- Ilo O BEDROOM ' O 1. MIN. 350 # CAPACITY Iq2 S'F` 2.SIZE TO FIT MECH. EQUIP. THROUGH OPENING IN.22"x3o") 80 SOUNDVIEW AVENUE / PROF, O �p ,D 5.DEL. FRAMING WHEN NEW OPENING / - - � ry options m 0 4.INSTALL AS PER MANU. SM025 MATTITUCK, N.Y. 11952 / T S.F. 101 FLOOR fJ 5. CONSULT H.O. FOR PRECISE LOCATION OF ACCESS - - - - - - - - - - - - - � / : 114 AREA Iq2 S.F. - THERM05TAT: DRAWING TITLE: % REG. S.F. PROV, 10 I. PROVIDE THERMOSTAT FOR 3 ZONES;ZONE I 22'-l0" PRO L16HT - MASTER BEDROOM SUITE,ZONE 2 FIRST PROPOSED FIRST FLOOR PLAN p �Q p 15.4 S.F. 23.0 S.F. - FLOOR $ ZONE 3 SECOND FLOOR r- 1,d" ROOM I'-O" B B VENT O 2. H.O. TO SELECT MODEL; INSTALL AS PER 60 S.F. �Q p "1.'i 5.F. 24.2 S.F. 102 d MANUF. SPECS _T 2 ' ' in A A 12'-10" m ROPOSED 5'-O" II ELECTRICAL METER: COVERED REMOVE 4 RESET EXIST. ELEC. METER AS PER PORCH NYS MECH. CODE, t UTILITY CO. STANDARDS A A 7 S.F. A A PAGE: ELEGTRIGAL PANEL: b'-Sy2" 10'-O" b'-Sy2" 3'-b" '1'-O" 3'-6" 2'--I" -5" 2'-5" 2'-'1" 3'-6" 'i'-O" 3'-6" 12 NEW ELECTRICAL PANEL LOCATION;ALL 14'-0" 13'-O" 14'-O" - 10'-5" INSTALLATION AS PER NYS ELECTRICAL CODE A-102m0l O FIRE RATED DOOR: D r PROPOSED 13 5QXb I HR. SELF-CLOSING STEEL DR. N a �❑ DN. PORCH 4TONE STEPS� ❑� ❑❑ PROVIDE (1) NEW 4 TON HYDRONIG AIR HANDLER: r 4'-10" 13'-2" " 13'-2" * 4'-10" '1" 14 I. UNITS BY "RHEEM" OR APPROVED EQUAL DATE: 04/29/24 6 OF 19 2.PROVIDE TONNAGE FOR SECOND FLOOR "ZONE 3" # "ZONE 4";UNIT LOCATED I ATTIC.3.PROVIDE HOT WATER COIL AND CONNECT NEW HOT Q WATER/BOILER COMBO TO NEW COIL 51-O PROVIDE (2) NEW 4 TON A/C CONDENSERS: t f �- '74'-10" IS I. UNITS BY "RHEEM" OR APPROVED EQUAL ,,�; �,���, :•,. , 2.PROVIDE TONNAGE FOR FIRST FLOOR "ZONE 1" 8 "ZONE + D N 2" $ SECOND FLOOR "ZONE 3" k "ZONE 4" t� a 5.INSTALL A5 PER MANUFACTURER SPECS O 4.INSTALL UPON CONCRETE PAD AS PER DETAIL / PROOSD IST FLOOR L I6 PROVIDE 8„ HORIZONTAL PAINTED SHIPLAP ® FOYER WALLS 8 STAIRWELL , � . 11cf2a.5 S.F. HA517A5LE Sfi��4GF-; 2,4a&5 5F. OROSS AREA SCALE: I/4 I -O 1'1 FIREPLACE TO HAVE WOOD MANTLE 4 LINEAR FINISHED BRICKS; H.O. TO SELECT FIN15H 18 ARCHED OPENING. SEE SECTION 5-5 FOR PROFILE DIMENSIONS SE I ERAL <E I : SEE FADE A'" 04 .00 FOR NINE-,)ON $ DOOR SC-,,HEI-�)ULES FLOOR PLAN NOTES _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. DOOR NOTE: (D I. INSTALL NEW INTERIOR DOORS WHEN GALLED d OUT ON PLANS BY JELD-WEN (OR EQUAL). Q EXISTING TO REMAIN WHEN APPLICABLE) 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED 0 OUT ON PLANS BY 'THERMATRU' (OR EQUAL). uj NEW WOOD FRAME (L.G. NEW 5.DOOR TYPE TO SELECT FOUNDATION WALL 4.INSTALL AS PER MANU SPEC.'S J CO STL. WHEN APPLICABLE) !� 5.PROVIDE (2) 2N8," HDR.,U.O.N. Cy) MIN. (2) 2"x4" STRUCTURAL 4.SEE PACE 6-005 FOR ALL OTHER FRAMING ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. NEW I-HR FIRE RATED ® � �� N WOOD FRAME (L.G. 5TL. POST FOR 4" WALLSLo WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL WINDOW NOTE: O m O I. ALL NEW WINDOWS 3 DOORS SHALL BE MARVIN _ � 0 POST FOR 6 WALLS), U.O.N. ELEVATE SERIES CASEMENT, DOUBLEHUN6, OR '� r- (D NEW 2-HR FIRE RATED GLIDING(AS NOTED); INSTALL AS PER MANU. +-+ }- T_ WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) SPEC.'S. SEE NOTE #q IN "GLASS WINDOWS AND a DOORS" ON PAG 6 E -002 FOR MINIMUM REQUIRED O Z O WINDOW PERFORMANCE. IF CASEMENT WINDOWS - coB ALL CSMNT WNDWS SHALL HAVE STRAI6HT ARM >) V N HINGE WHEN O � i 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE 0 0 :L 0 TILT WASH c 0 4-J 5.ALL GLAZING WITHIN 15" OF FF TO BE TEMP. 6L. (V co 4.SEE PAGE 6-005 FOR FRAMING ELEMENTS AROUND 0 WINDOW5 (TYP. FOR ALL) U.O.N. - PROV. (2) 2"AO" Q 0 O HDR U.O.N EGRESS NOTE: IN COMPLIANCE WITH NEW YORK STATE BUILDING CODE, SECTION R510.2.1;THE FOLLOWING MEANS OF /� E6RES5 SHALL BE FOLLOWED: W NET CLEAR OFENINO........... 5.1 S.F. NET CLEAR HEIGHT............... 24" MINIMUM NET CLEAR WIDTH................. 20" MINIMUM STAIR 8 RAILING NOTE: •-�-� O I. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" RI - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3 MIN. 10' Tr - RISERS SHALL BE CLOSED U 2. 42" HIGH GUARDRAIL d SPINDLE 5PAGIN6 • NOT TO ALLOW PASSAGE OF A 4" 0 SPHERE; n \ D 56" HIGH HANDRAIL d SPINDLE 5PAGIN6 NOT (f TO ALLOW PASSAGE OF A 4" 0 SPHERE , J IS'-4" I 5. 6RIPPABLE RAIL AS PER CODE • STAIR TREADS, RAILING 4 POSTS TO BE WOOD w ( O 4 MATCH PROPOSED FLOORING BB lJt O ( SPINDLES TO BE METAL • STAIR TREADS, RAILING $ SPINDLES TO BE 56 WOOD _ PROPOSED I n BALCONY SMOKE DETECTOR / CO DETECTOR NOTES: C/ J `I 230 S.F. I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT n 1 ISMOKE / CARBON HARD WIRED TTO EAC MONOXIDE COMBINATION OR H OTHER W BATTERY BACKUP. 2.INSTALL ALL AS PER MANU. SPEC.'s, ATHT'S POINT OF Q f I ROOM, V MIN FROM SUPPLY AND RETURN VENT5 5.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IN COMPLIANCE WITH LOCAL CODE NEW WOOD FLOOR: 5 I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE # SOREN); lJo 201 I TO BE TEMPERED O SCREW PERIMETER OF 5HEATHIN6 4 O.G. 4 I2 O.G. INTERIOR. 2 VERIFY FINIGOLOR ANDSHED RF NISH PLANK;LIGHT GRAY;H.O. TO SLIDER a FAMILY • • `ROOF NATURAL LI5H7 $ ROOM TO BE 20 I NEW TILE FLOOR: o VENTILATION INSTALLED 4" ABOVE N O I. NEW TILE FINISH (H.O. TO SELECT) UPON T FLOOt� FINISHED FLOOR I I 2.ONE LAYER THIN5ET (LEVELED PROPERLY) UPON Z AREA I 150 S.F. PROPOSED 5.NEW " DUROGK GEMENTBOARD (OR EQUAL) UPON 0 D 95 REQ. S.F. PROV. FAMILY ROOM •ry _ PLYWOOD SUBFLOOR BENEATH (GLUE S SGREV); U 150 S.F. SCREW PERIMETER OF 5HEATHIN6 4 O.G. b 12 O.G. LI&HT'o 12.0 S.F. 5a.0 S.F. NATURAL LIGHT 8 m O 6 I • A-Sol INTERIOR. z ! VENT VENTILATION L 01 TYPICAL BATHROOM NOTE: 0 D I 5 �Q,D 6.0 S.F. 41.4 S.F. FLOOR 150 S.F. _ PROP. MASTER - I CHIMNEY I I O I. WALL BOARD 0 i PROPOSED AREA 4 1' BATHROOM I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN N ' I I % REO. S.F. PROV. BENCH ` I65 S.F. 0 I ENCLOSURE ALL BATHROOMS O DRO CATHEDRAL ( 12. INSTALL lJB SURROUNDS BOARD IN ALL SHOWERS AND 0 u� CATHEDRAL 150 S.F. R QD 12.0 S.F. 25.6 S.F. I GEILIN6 I a-�2„ I I 2. 5HOWER FLOORS W 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON (5 4:_�2: GEILIN6 I I_p VENT 2.2. CONCRETE MUD-SET(SLOPE I/8" PER FOOT z M L 6.0 S.F. 55.1 S.F. -10" 20Q REa D I I �GATHEDRAL I I TOWARDS DRAIN) UPON = - - - - - - - - - J 3'-0' • 214 I I GEILIN6 I I 2 5 FLOOR, WRAP DRATER PROOF IN MEMBRANE �IS"u P WALLS SM/CO Lu ?'-II" N NICNe CL PROP. INWeD_ '� '-bye",I - I - - - - - NEW LAUNDRY ROOM/CLOSET: N olvea ' 20'1 ND 4 208 �Qi E "- I PROP. SITTING D 8 Q NIGH 6 '� G m O 4 SM/G Nye I ROOM r O 2.COORDINATE AUND ROOM 3 DOOR DIM.'s Z to S.F. - - w/SIZE OF EQUIP. 0 i tQ T-11" t� 18 -MCI S.F.S.F_ in ""d°Y � 5'-2" "ZONE 5 •ry I PROP. 205 NATURAL LIGHT 5.PROVIDE HOOK UPS AS REQ'S PER MANU. z 2'-O" r i - i' yyALK-IN 206 O Z O _ VENTILATION 215 1 m 10 � 6• 9 8 I 10 c� GL. DRYER EXHAUST NOTE: Z 19 S.F. I. DUCT SHALL TERMINATE TO EXTERIOR g AREA FLOOR I59 S.F. 2 DUCTOPEN HALL TERMINATE MIN. 4'-0" FROM ANY 65 v 5 CL 4'-6" 5'-6" -IN 5.DUCT SIZE AS PER MANU. • 9Y� REQ. S.F. PROV. Oi BENCH 0 L' I Q 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER �u SM/GO 25 S.F. `� LI6HT F Y � - � 12.'1 S.F. 15.8 S.F. I 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN .fl REO D m CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO ' O 4 • (I ) I ® M X. .'i5 N. •ZpN�A3+� \ I Q;D 6.4 S.F. 19.4 S.F. SHALL BE LIMITED TO 51 GLE LENOHSCONNECT THE DRYER To THE EXHAUST NOT TCT O N �9 ���� Ep RRp 2 O 5M/O p (I ) r ® MI . I m 2O3 Ip O / - EXCEED 5 FEET AND SHALL BE LISTED AND LABELED N IN ACCORDANCE WITH UL 2155A. ' ARCH OPENING b.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID 0 0 I_I tl1 211 I-I METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS V4-501 I A-501 RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST PROPOSED DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 4 BEDROOM H 5CREW5 PROJECT: 5-5y2 212 I ROOF I MAX. LEN6TH LOCATION TO THHELNALLNOT OR ROOF TERMINATION. DRYER 290 S.F. 16 I ( MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 O N �OATHEDRAL I FEET FOR EACH 45° BEND AND 5 FEET FOR EACH CIO* KO UVARAS � = PROP. 1 � - GEILIN6 I PROPOSED - - - - - - - - J I BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES a'-4" MASTER - NOT INCLUDE THE TRANSITION DUCT. RESIDENCE 5 / 28 S.F. 5t6: _ _ _ _ _ _ _ -- ` SM//co I OPEN TO BEDROOM CATHEDRAL PROPOSED BELOW 5 9 NEW ATTIC ACCESS - PULL DOWN STAIR: GEILIN6 I BEDROOM = O I. MIN. 550 # CAPACITY 216 n 145 S.F. 4 2.SIZE TO FIT MEGH. EQUIP. THROUGH OPENING(MIN. NATURAL LIGHT o cDu 22"x50"� 80 SOUNDVIEW AVENUE �, 0 5.DBL. FRAMING WHEN NEW OPENING MATTITUCK N.Y. 11952 VENTILATION N 4.INSTALL AS PER MANU. SPEG.s , 12'-10" • FLOOR 145 S.F. 5. CONSULT H.O. FOR PRECISE LOCATION OF ACCESS G 2 G G AREA H THERM05TAT: DRAWING TITLE: - - - - REQ. S.F. ROV. S.F. PROV. 10 I. PROVIDE THERMOSTAT FOR 5 ZONES;ZONE I - - - - LIGHT 1 E E GHT MA5TER BEDROOM SUITE,ZONE _ _ _ - - - - - - - - - - - - - - - �Q,D REQ, II.6 S.F. 15.6I S.F. LID ######### 28.6 S.F. I FLOOR $ ZONE 5 SECOND FLOOR PROPOSED FIRST PROPOSED SECOND FLOOR PLAN - VENT _ _ VENT 2. H.O. TO SELECT MODEL; INSTALL AS PER 2 ReQ,D 5.8 S.F. I6.� S.F. �D ######## 55.1 S.F. MANUF. SPECS_ 4'-4" 4_ 2:_8 : REQ D (V I m N H H ELECTRICAL METER: REMOVE E RESET EXIST. ELEC. METER AS PER NYS MECH. CODE, d UTILITY GO. STANDARDS I a Q Q Q I O" 3'-6" 2'-'f" 3'-II" 3'-il" 2'- 5'-6" 5'-6" PAGE: ELECTRICAL PANEL: 4'-2,,V2" 14'-O" 5' " 14'-O" IB'-O" 14'-O" 12 NEW ELECTRICAL PANEL LOCATION;ALL 64'-5" INSTALLATION A5 PER NYS ELECTRICAL GORE _ ®� ■ D I FIRE RATED DOOR: 01 59X6 I HR. SELF-CLOSING STEEL DR. PROVIDE (U NEW 4 TON HYDRONIG AIR HANDLER: 14 I. UNITS BY "RHEEM" OR APPROVED EQUAL DATE: 04/29/24 7 OF 19 2.PROVIDE TONNAGE FOR SECOND FLOOR "ZONE 5" d "ZONE 4";UNIT LOCATED IN ATTIC. 5.PROVIDE HOT WATER COIL AND CONNECT NEW HOT WATER/BOILER COMBO TO NEW COIL PROPOSED SEG01ND FLOOR PLAN PROVIDE (2) NEW 4 TON A/C CONDENSERS: 15 I. UNITS BY "RHEEM" OR APPROVED EQUAL 1,�J' 014.2 S.F. HA51TAE3LE SFAC E; 2,155 S.F. GROSS AREA SCALE: I/4" = I'-OII 2 2" $ SEGO DPROVIDE NFLOOR "ZONE 5" 4 ZONE 4'NE I° 4 "ZONE .AOE FOR FIRST FLOOR �„ �j, r i 5.INSTALL AS PER MANUFACTURER SPECS 4.INSTALL UPON CONCRETE PAD AS PER DETAIL Ca I6 PROVIDE 8" HORIZONTAL PAINTED 5HIPLAP a / FOYER WALLS 8 STAIRWELL I� FIREPLACE TO HAVE WOOD MANTLE 8 LINEAR FINISHED BRICKS; H.O. TO SELECT FINISH 18 ARCHED OPENING. SEE SECTION 5-5 FOR PROFILE DIMENSIONS / DOOR SCHEDULE > DOOR MATERIAL 45 MIN. RATED SELF-CLOSING TAG DESCRIPTION MANUFACTURER O RATING Q WIDTH HEIGHT w Q FIRE NOTES >10 FIRST FLOOR LVLu cc/ 101 F- SWING THERMATRU �E 3'-0" ,'-011 HEA J SPECIER AS FIED m �ED ON SECURE HANDRAIL TO WALL ON AT LEAST ONE SIDE OF STAIR IN ACCORDANCE H/ MANU. SPEC.'s; Q a--� SW 2 \ 102 ING THERMATRU -6 ,-0 PLANS�• �� AND NOT PROJECTING MORE THAN 4/2 INTO IY E N 11 PITCHED METAL STAIRWAY;SEE HANDRAIL GRIP 51ZE5 ADJACENT 5 Lr) 105 4 PANEL SLIDERS MARVIN II'-q" ,'-2" FEL5FD120,0 OXXO J015T HANGER BY -00 'SIMPSON' OR EQUAL `- /J 104 4 PANEL SLIDERS MARVIN II'-q" ,'-2" ELSPD120,0 OXXO _ _ _ _ _ - - - - _ - - - - - - - - 00 Z O /I 105 5WIN6 MARVIN 2'-6 ,'-2" ELIFD26,0 U JJ c N \ � 0 4, 1 IOb 5WING THERMATRU 3'-O" '71-011 • - 10, OVERHEAD q'-O 8' N - �HALL 1 AND HANDRAN. SPACE WEEN \ 0 1 IIJJ 1015 OVERHEAD q'-O" 8'-O" • 3/a" PINE RISER � ODD f 1 IOqF- SWING JELD-WEN 3'-011 ,'-O" 5/4" PINE TREAD STANDARDS FOR O RI FFABLE HAND RAIL >j� SCALE: NT5�l I 110 BARN DOOR JELD-WEN 3'-011 -1'-01, ��� I JJJ II��J p GROSS SECTION 1 III 5WING JELD-WEN 2'-4" ,'-O" q'IHANDRAIL l I� I M1N' I" ROUNDED NO51N6 p CLEARANCE CIRCULAR NON-CIRCULAR > 112 FBARN SLIDING JELD-WEN 2'-6" ,'-O" ��� (NOT" RADIUS Q 1 (NOT INCLUDED IN TREAD DIMENSION) � -6J4�� U • 1 113F- SWING JELD-WEN 2'-6" ,'-O" • 114 DOUBLE 5WING JELD-WEN 2'-8" ,'-O" • �4 _2 FERI- �4�� ^ ` J �2 11 1I METER W MIN. MAX. 115 BARN SLIDING 17JELD-NEN 3'-01, ,'-O" 1 4-j m I • I�; -- O 116 SWING JELD-WEN 2'-6" ,'_pll Lu 0 0 c- + F - SECOND FLOOR U N U 1 201 SLIDERS MARVIN 6'-O" ,'-2" ELSPD60,0 m 202 RESERVED INSULATION, IF UNDERSIDE 5MN515 FACING tt • 5TORAGE/NON-HABITABLE SPACEAft n, 205 5WING JELD-WEN 2'-6" ,'-O" • - / / / / W > 204 POCKET JELD-WEN 2'-6" ,'-O" • ' STORAOE UNDER " GYP. BD. > 205 5WING JELD-WEN ! 2'-4" �L ,'-O" ((WHEN AFFL I GALBE) 206 F- SWING JELD-WEN 2'-4" ,'-O" 201F- SWING JELD-WEN 2'-8" ,'-O" 208 5WING JELD-WEN 2'-6" ,'-011 TREATED 2"xl2" SILL FOR CONTACT _ 20q SWING JELD-WEN 2'-0" -1'-0" I • I H/GONG. (IF APPLICABLE) O 210 5WING JELD-WEN 2'-4" ,'-O" �� v 211 SWING JELD-WEN 2'-6" 1'-O" ��� GL05 NO SELF N / 212F- 5WING JELD-WEN 2'-6'I yl1_pll ��u�17F U U cs -IF- Z 213 POCKET JELM-WEN 2'-4" ,'-O" • �� 214 5WING JELD-WEN 2'-6" ,'-O" i • i���l w 215 5WING 2'-O" ,'_pl' I INTERIOR hIOOD STAIR DETAIL a 216 5WING 2'-O" ,'-O" A-IO4.0� SCALE: 3/4" _ ('-O" > 21, 5WING �F 2'-0" ,'-0" Q BASEMENT 0 Z O 001 SWING THERMATRU 2'-6" ,'-O" Z m 002 SWING JELD-WEN 2'-8" ,'-O" • , INSULATED/SELF Now' O g ���- CLOSING I. IF FINISH MASONRY USED (SUCH AS 005 5WING JELD-WEN 2'-8" ,1-0" i I [.7� HOWBLUE OF - MASON TO ADJUST v a 1J HGHT OF LANDING A5 REQ'D TO ACCOUNT FOR FINISH MASONRY 0047F SWING JELD-WEN 2'-b" ,'-O" I • I�� ILLL7F ���� 2. ALL HORZ.SURFACES SHALL BE PITCHED 005 5WING JELD-WEN 2'-6" ,'-O" ' • 1�� ® 1148 AWAY FROM BUILDING N -IF- (u� 5. FOR SLABS ABUTTING FRAMING, INSTALL w N 006 5WING JELD-WEN (2) 2'-411 ,'-011 I • I�� COPPER FLASHING FROM 12" ABOVE AND �J ADJACENT TO SLAB, BED ALL FLASHING Q et IN ASPHALTIC MASTIC 4" P. GONG. SLAB 0 0 I" UPON COMPACTED PROJECT: 00, F 5WING JELD-WEN 3'-O" ,'-011 �� H/bxb 10/10 WWM > 005 SWING JELD-WEN (2) 3'-0" ,'-0" STAIR DRAINAGE GALGULATIONS: STAIR WIDTH = 3'-6" �(TYPJ FILL PROPOSED NEW AREA= 45.0 S.F. GRADE KOUVARAS Oct SWING JELD-WEN I 2'-6" ,'-O" ' • REBAR BENT TO - ___JJJ LL 45.0 5q,. Ft. X O.I"I= '1.31 .• g__a__= 2.4 VERT. FT. OF 2' DIA RING REG. SLAB AS SHOWN , �� _=-__--__° ALL NEW WINDOWS SHALL BE MARVIN "ELEVATE" SERIES; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "G-003" FOR NAILING 6 5TRAPPING DETAILS; H.O. 8 PROVIDE (1) 2' PIA. X 3'-O" DEEP STORM y a \ \ \ z CONTRACTOR TO VERIFY ALL WINDOW DETAILS BELOW BEFORE PURCHASING: WATER LEACHING SYSTEM \�\� RESIDENCE • • . ; •�• EXTERIOR FINISH - COLOR EBO /� \//\\/ //\\// �U • INTERIOR FINISH - TBD • HARDWARE FIN15H - TBD • %' 1 • DIVIDED LITE5 - GRILLES-BETWEEN-THE-GLASS; COLOR "EBONY"; PLEASE REFER TO ELEVATION DRAWINGS PAGES A-201 8 A-202 FOR GRILLE PATTERNS •°�% °.� s\ / 6/ / **SEE DOOR SCHEDULE FOR ALL OLA55 DOORS FROM SAME MANUFACTURER** STEP; REBAR ® ENDS c �y,� • \\\/�\\ti\\//\\//\\//\\//\\// 80 SOUNDVIEW AVENUE \ \ \ \ \ \ \ \ N.Y. 11952 WINDOW CHART \/\/\/\ \/\/\/ MATTITUCK, \//\/ \ \ \// EGRESS • " ° •, /\/ \/\/\/\/ ROUGH OPENING WINDOW DIMENSION CLEAR 31_/'1 10" •��'� \\ \\ \ \\ \\ \\ \\ \\ \\ TAG TYPE MODEL # OPENING TEMPERED LANDVING MIN. ° �� //\\/\\// �GOMPAGTED�//\�//\�//\�// z DRAWING TITLE: WIDTH REOD: 20 -�`- ice' /\/\/ / FILL HEIGHT REOV:24'1 v a• ,�:• // // // �/ �/ WIDTH HEIGHT WIDTH HEIGHT 11 OPEN REO'D: 5.1 5.F. m °y ���': \ \�\\,�\\,�\\,�\ \ \ \ \ \ o SCHEDULES & PLAN NOTES 1_ 11 1_ 11 I_ II 1_ II " n_ : •�//. /\\ \ #4 REBAR ® 161./\\/\\/ /\\/\\/\\/ Z 0 4" P.GONG.SLAB H/ 211x411 1L i� /\//\ \#4 (MIN. 3) / IL A CASEMENT ELGA3,5q 3 I 4 I I 3 O 4 I I Q b xb 10/10 W.W.M. { YLyp,Y ° �� , . , \\ \\ \\ �, �, �, �, \\ \\ \\ \\ \\ \\ - DESIGN DETAILS UPON COMPACTED FILL .. . • ,%,� /` // // // // // // // // // // // // o 0 B CASEMENT ELGA2g5q 2'-5" 4'-II " 2'-4" 4'-II �" 4" DRAIN CONNECTED ,� �� /\\ \\j\\j\\j\\j\\j m o TO EXIST.MAIN LINE ✓ii%° �' / / / / / / / / / / / / / / G CASEMENT ELGA333q 2'-q" 31_3II 2'_8'I 3'_3 111 / / �ti, / NOTE: S \/\ \ \ \ \ \ \/ ALL P. GONG. FINISHED / -------=- a--------= 1 \ \/ e \/\/\/\/\/\/ /\\j\\j PAGE: D CASEMENT ELGA334, 2W 5'-5" 3'-I I 5'-4" 3'-I I �" ,., S.F. FLOOR 11 /\/���� �\/\/\/\/\/\/ SHALL BE #4 REBAR COW. ® 10" O.G. (MIN. 3) • . jl.° \/\\/� ��\�/\\/\\/\\/\\/\\/\\ 4A00 PSI (MIN) ;� FINISHED (I) #4 REBAR CONT. P \\ /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ E GA5EMENT ELGA2c145 3W 2'-511 31_-1 J" 2'_4" 31_7 41' A-10 41 1111 GRADE 9I /\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ ■ 0 1 F CASEMENT ELGA2g3I 2'-511 21_-} J" 21_41' 2'_-1 11' J #5 BENT REBAR ® 1211 O.G. /\\//\\/ I S S II •• I I • . //\//\//\//\//\//\//\//\//\//\/ / 8 THK. P. GONG. WALL I \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ 6 AWNING ELAWN4g2, 2W 8-I 2-3 8-O 2-3 [� I \ \\/\\/\\/\\/\\/\\ \\/\\ I° \//\//\/ \ \// \ \ \ \ \//\ \// DATE: 04/29/24 8 OF 19 H CASEMENT ELGA2535 2'-I" 2'-I I11IF 2'-O" 2'-11 i" N c lI •• \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ (I) #4 REBAR CONT. I o 1� l //\//\//\//\//\ \ \ \ \ \ \ \/ /\/ \/\/\/\/\/\ / " " ' `cV 15" WIDE x 121, DEEP . ' ;• \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ HT7 CASEMENT ELGA2535 2-I 2-I I 2-O 2-I I [ 1 P. GONG. FTC. a • J CASEMENT ELCA3,43 3W q-O -1 3-, ' 11 I 11 (2) #5 HOR. REBAP K CASEMENT ELGA334, 3W 81-I" 3'-11 i" 51-O" 3'-iI �" ,.8 S.F. BASEMENT D-0 EXTERIOR MASONR)' STAIR DETAIL ye a Coy, dp. +i L Ec� EMENT ELGA5555 2'-q" 2'-il 2'-8" 2'-II �" 0 /�-104.01kil F, r M CASEMENT ELGA333q 2W 5-5 3-3 5-4 3-3 SCALE: 3/4" = I'-O" K 1 n 1 n I n 1 P AWNING ELAWN3,23 3'-I" I'-II i" 3'-O" I'-II k 2 ORESS k4I NDON WELL DETAIL 1 �-104.01 SCALE: I/4" = I'-O" O CASEMENT ELGA334, 2'-q" 3'-II �" 2'-8" 3'-II 4" ,.8 SF OT CASEMENT ELGA334, 2-q 3-I f 28 I II 3- -11 II ,.8 5F 1 II I 11 I F-7 11 R CASEMENT ELOA2143 I'-q" 3'-, Lu uj CU (y) 41 'c: cu m Lr) 0 a) 76 0 r7 0 c Z 0 rZ cu :3 CV ozoll 0 o -c 4 O 4-J Lr) co 126 (D F IA —0 A —7— l"I j (a) • I I L 4-O F.F. F. F.F. (D zx 15 A L/L(dj IA 101 0 4 0 C) NORTH ELEVATION (FRONT) 50ALE: 1/4" = 1'-011 cs CL ELEVATION NOTES (D z NEW 0 SEE AL50 NOTES AT SECTION Ln IA z HARDIE BOARD 4 BATTEN; WHITE/LIGHT GRAY ilu m z IB HARDIE CEMENT LAP SIDING; WHITE/LIGHT GRAY 0 (L --,7- -7 NEW ROOFINC, NOTE (TYPI 5EE AL50 NOTES AT 5EOTI0N C14 NEW METAL ROOFING w 04 a NEW ASPHALT SHINGLE ROOFING BY '6AF' (OR EQUAL) PROJECT: (MIN 50 YR. WARRANTY) rzm ONEkq b" SEAMLE55 OUTTER.5 4 DOWNSPOUTS; WHITE KOUVARAS (7YF.) ALUMINUM HALF ROUND GALL ROOF DRIP ED6E5 TO BE BLACK < RESIDENCE ) CH OPROVIDE CONCEALED FLASHING AT ALL ROOF INTERFACES. KE� 80 SOUNDVIEW AVENUE I O < TYPICAL 5/4x(o 'AZEK' V4HITE.(OR Ea): MATTITUCK, N.Y. 11952 I. PROVIDE AT ALL FRIEZE WARDS $ SOFFITS 2. PROVIDE AT ALL FASCIAS F.F. lo lz000 DRAWING TITLE: OWINDOW $ DOOR TRIM (TYP) E —1-1 -1 1 IJ oloe, 77 5/4x5 'AZEK' NHITE (OR EOJ PROVIDE AT ALL V41NDOV45 4 PROPOSED EXTERIOR ELEVATIONS MOORS EXTEND CHIMNEY TO 5'-0" ABOVE ROOF WITHIN NEW CRICKET (T"(P.): Oq 2"x4" FRAMING a 16" O.C.;PROVIDE ICE SHIELD LAPPED 15" IN ALL DIRECTIONS $ FULLY FLASH, GE: STRUCTURALA-2010l COLUMNS 4 HEADERS TO HAVE WHITE FINISH; 10 PROV. 'PERMACAST' OR EO. 0 COLUMNS m II PROPOSED PATIO 4 STEPS TO BE BLUE5TONE12 PROVIDE IDENTIFICATION OF BUILDING STRUCTURAL DATE: 04/29/24 9 OF 19 TRU55 7*1'PE COMFONENT5; 5TICKER TO BE PLACED AT ELECTRICAL METER _ i III III � _ IF NEST ELEVA710N (RIOH7 Slr7)F-) SCALE: 1/411 = 11-011 ELEVATION NOTE5 ONEW SIDING QL SEE AL50 NOTES AT SECTION Q IA HARDIE BOARD 4 BATTEN; WHITE/LIGHT GRAY Lu W W co J IB HARDIE CEMENT LAP 5IDING; WHITE/LIGHT GRAY (f) Q ;N 8 O NEW ROOFING NOTE (TYPJ m: 8-6 O OJ 5EE AL50 NOTES AT SECTIONo _ O L � � NEW METAL ROOFING / -- --- a 0 B NEW ASPHALT SHINGLE ROOFING BY 'GAF' (OR EQUAL) / - - ---_ -- (MIN 50 YR. WARRANTY) O W •+-+ .- - - -------- - - - - - cu O3 NEW 6" SEAMLESS GUTTERS 4 DOWNSPOUTS; WHITE — O O (TYPJ ALUMINUM HALF ROUND _--- __---__ O4 ALL ROOF DRIP EDGES TO BE BLACK 201 OPROVIDE CONGEALED FLASHING AT ALL ROOF 5 INTERFACES. OTYPICAL 5/4x6 'AZEK' WHITE (OR EQ.): -- -- --- `� r I. PROVIDE AT ALL FRIEZE BOARDS 4 SOFFITS O K K 2. PROVIDE AT ALL FASCIAS = -- __— r" . � OWINDOW 4 DOOR TRIM (TYP) _ _ - .-_ -- -- --- ---- --- ---- — — — -- --_-:--_ 5/4x5 'AZEK' WHITE (OR EO) PROVIDE AT ALL WINDOWS 4 _ m _.......-- — — — 3 � 1...l..J DOORS _ F.F. EXTEND CHIMNEY TO 5'-0" ABOVE ROOF WITHIN 6 NEW CRICKET (TYP.): IB r l O 2"x4" FRAMING ® 16" O.G.;PROVIDE ICE SHIELD V LAPPED IS" IN ALL DIRECTIONS 4 FULLY FLASH. STRUCTURAL COLUMNS 4 HEADERS TO HAVE WHITE FINISH; 10 PROV. 'PERMACA5T' OR EG. ® COLUMNSLL \ / •/ �1 O\ 11 l Il PROPOSED PATIO 4 5TEP5 TO BE BLUE5TONE O CL r � O12 PROVIDE IDENTIFICATION OF BUILDING STRUCTURAL O TRU55 TYPE COMPONENTS; STICKER TO BE 103 PLACED AT ELECTRICAL METER lwl I I I L--j 10 I I SOUTH ELEVATION (REAR) z 0 U SCALE: 1/4" = 1'-0" m z O U O z 0 W 0 z a x U W n. N a N z Oiu - - - - - - - 0 a — ___- v- 04 W N / Q F / 0 O / KOUVARAS RESIDENCE F _ _ F.F. 80 SOUNDVIEW AVENUE MATTITUCK, N.Y. 11952 DRAWING TITLE: 105 PROPOSED EXTERIOR ELEVATIONS A DO DO OODa 12 R LLLWA F1 0 0 0 F= -1 F7 F=-] a F=-] PAGE: F=-7 F=-] F= F=7 F= A-202mOl FF ��I DATE: 04/29/24 10 OF 19 11 III IIn7I �, 4.+Y+ L — — — — — — — — P rn EAST ELEVATION (LEFT SIDE) 50ALE: 1/4" = P-O" F.�I1K' b BUILDING 5EOTION NOTES NEW ROOFING NOTE (T`(PJ: OI I. INSTALL NEW ROOFING AS NOTED ON CL ELEVATIONS Q 2. INSTALL ICE AND HATER SHIELD FROM FASCIA _—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—PROPOSED RIDGE HEIGHT O UP TO 24" FROM INSIDE FACE OF STUD NALL ELEV. +2 7. AND AT VALLEYS OVER q' LLI 3. INSTALL 15 # BUILDING FELT (U.O.N.) OVER 12 -� 4. 1/2" GDX PLYWOOD SHEATHING (BLOCK ALL m SEAMS) 10 Q }' 5. GAP SHINGLE OVER RIDGE $ HIPS (AS REGV) O (V 6. PROVIDE RIDGE VENT (A5 REQ'D) '7. FLASH ALL VALLEYS PROPOSE O D 6.INSTALL DRIP EDGE (BLACK) A5 REQ'D ATTIC (D q. INSTALL ALL AS PER MANU. 5PEG.'s -� O` Z O TYPICAL ROOF 4 CEILING CONSTRUCTION: [1 co U 2 • NEW ROOFING AS NOTED O O �"' • I/2" GDX PLYWD SHEATHING W(BLOCKING ® ALL PLYD CV SEAMS) • R.R., G.J., $ G.T. AS NOTED ON PLANS (® SPANS OVER '-' O 4 8' INSTALL "X" BRIDGING ® CENTER OF SPAN,U.O.N) CV ca Q O � O • PROVIDE R-4q BATT INSULATION W/2" SPRAY FOAM AT EAVES •• AT CATHEDRAL CEILING PROVIDE T' SPRAY FOAM Q INSULATION (R'i PER INCH = R-4q) O TYPICAL EXTERIOR NALL CONSTRUCTION (TYP): W 3 • UPON "TYVEK" HOUSE WRAP (OR EQUAL) W • UPON 1/2" GDX PLYWD. SHEATHING (BLOGKIN6 ® PROPOSED PROPOSE ALL PLYWD SEAMS) PROP05ED WALK-IN NALK-IN • 2"x6" STUDS ® 16" O.G. w/DBL. TOP PLATE BEDROOM CLOSET G 05ETPR_OP05_ED SECOND FINISHED FLOOR • PROVIDE ; SPRAY FOAM (R-14);PLUS R-II BATT ELEV. +12.3' �J INSULATION;TOTAL R-25 • 5/5" GYPSUM BD. WALL FIN15H 00 U • - ONEN SIDING NOTE (TYP.): nn 11 I. INSTALL NEW SIDING A5 GALLED OUT ON W ELEVATIONS 2 "TYVEK" HOUSE WRAP (OR EQUAL) 4-) 3. INSTALL ALL AS PER MANU. SPEC.'S 4. PROVIDE ALL NECESSARY TRIM FOR PROPER Q --�- INSTALLATION ❑❑ ❑❑ iF 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION NALL TYPICAL FLOOR CONSTRUCTION: O NEW F.J. PER PLAN ° PRO OSE PROP05EM • 5/4" GDX PLYPO 5HEATHIN6 (BLOGKIN6 ® ALL FO ER MASTER PROPOSED PLYWD 5EAM5) D�NI HALLWAY BATHROOM •rr^^ PROPOSED FIRST FINISHED FLOOR V --------------------- n,• F.J. AS NOTED ON PLANS (® SPANS OVER 8' VJ INSTALL "X" BRID61N6 ® CENTER OF SPAN, PROPOSED ELEV. +2.3' VON) • PROVIDE R-50 BATT INSULATION GARAGE • SPRAY FOAM AT RIM JOIST;PERIMETER OF ; ; __—_—_—_—_—_—_ BASELINE BUILDING /.�.• .• .' /�. //.� /�.� /i. /�, /�.,.• /�' //� /i /�'//�'j/�' / ELEV. +0. O.O' • //�j//�j//�//�j////j//�j//j j//j j//j j//j j/j j j/j j//j j//j j// i/� . z BASEMENT -------- o BASEMENT FINISHED FLOOR v ------ ELEV. --7.6' SECT 10N I -I/A-501 0 0 U f3 SCALE: 1/4" = 1'-0" z D 0 w C3 z a x U W a N a Q z z PROPOSED RIDGE HEIGHT ---------------------------------- m " '' ELEV. +2"Lq' _x... .- ,..Ny..- ,_ ...-_.-... a-_ - ,-_..- -- _ —..�a�,..-..,�.....-�,.�.�.._�_._-,u_. �_,...,_=-== _.._-....._•__»- ----• W z o g - = 2 ATTIC - --- N —- -- Lu --_-------- - - - -- a 0 0 3 PROJECT: 4 SLIDER a FAMILY ROOM T KOUVARAS INSTALLED 4D 4 ABOVE Q FINISHED FLOOR Q r RESIDENCE PROPOSED PROPOSED 12 PROP05ED 80 SOUNDVIEW AVENUE BALCONY FAMILY ROOM PROPOSED SECOND FINISHED FLOOR 12 �6 MASTER BEDROOM MATTITUCK N.Y. 11952 ELEV. +12.3' 5 r -N �o DRAWING TITLE: BUILDING SECTIONS LL 0 4 r r PAGE: PROPOSED PROPOSED PROPOSED --- REAR PORCH LIVING ROOM SIDE PORCH PROPOSED PROPOSED 01m O PROPOSED FIRST FINISHED FLOOR - A-30l BASELINE 5 iv ELEV. +O.O' ------ DATE: 04/29/24 11 OF 19 ' V i ' / �" rP.' ., •off,�, �� PROPOSED PROPOSED BASEMENT FINISHED FLOOR BASEMENT BASEMENT ELEV. -'1.6' ------------------------ — � � S � • SEG710N 2-2/A-501 R. `'� SCALE: I/4" = I'-O" SECTION 5-5/A-501 50ALE: 1/4" = I'-O" BUILDING SECTION NOTES NEW ROOFING NOTE (TYP.): OI I. INSTALL NEW ROOFING AS NOTED ON d ELEVATIONS Q 2. INSTALL ICE AND WATER SHIELD FROM FASCIA p UP TO 24" FROM INSIDE FACE OF STUD WALL Lu AND AT VALLEYS OVER J co 3. INSTALL 15 # BUILDING FELT N.O.NJ OVER m 4. 1/2" GDX PLYWOOD SHEATHING (BLOCK ALL - SEAMS) — - 0f N 5. GAP SHINGLE OVER RIDGE 8 HIP5 (AS REG'7) — _ ----- -- In 6. PROVIDE RIDGE VENT (AS REQ'D) - - - _ _—_—_—_—_—_ PROPOSED RIDGE HEISH b') '1. FLASH ALL VALLEYS ELEV. +25.0' _ -0 O 8.INSTALL DRIP EDGE (BLACK) AS REO'D -� -12- L IY >- C-0 q. INSTALL ALL AS PER MANU. 5PEC.'s 4- -- - p C Z O TYPICAL ROOF 8 CEILING CON51RUGTION: -- a 'co O • NEW ROOFING AS NOTED c ;-> =3 (\J • 1/2" GDX PLYWD SHEATHING (BLOGKINS ® ALL PLYWD -- - - ---- O . J SEAMS) l ,� O 4 • R.R.,G.J., a G.T. AS NOTED ON PLANS (® SPANS OVER 4 J N -J Lf) V INSTALL "X" BRIDSINS ® CENTER OF SPAN,U.O.N.) • PROVIDE R-4q BATT IN5ULATION W/2" SPRAY FOAM Q O AT EAVES •• AT CATHEDRAL CEILING PROVIDE I" SPRAY FOAM INSULATION (R'i PER INCH = R-4q) O _ OTYPICAL EXTERIOR WALL CONSTRUCTION (TYPJ: • UPON "TYVEK" HOUSE WRAP (OR EQUAL) r • UPON 1/2" GDX PLYWD. SHEATHING (BLOCKINS ALL PL)WD 5EAM5) • 2"xb" STUDS ® 16" O.G. H/DBL. TOP PLATE • PROVIDE 2" SPRAY FOAM (R-14);PLUS R-II BATT INSULATION;TOTAL R-25 - 4-J PROPOSED SECOND FINISHED FLOOR I • 5/5" SYP5UM BD. WALL FINISH U i ------ ELEV. +12.3' — ONEW SIDING NOTE (TYP.): W I. INSTALL NEW SIDING AS GALLED OUT ON W ELEVATIONS �J 2. "TYVEK" HOUSE WRAP (OR EQUAL) 3. INSTALL ALL AS PER MANU. SPEC.'S 4.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION W r , ALL V TYPICAL FLOOR CONSTRUCTION: us • NEW F.J. PER PLAN .— • 5/4" GDX PLYWD 5HEATHINS (BLOCKING ® ALL /1 PLYWD SEAMS) W • F.J. AS NOTED ON PLANS (® SPANS OVER V INSTALL "X" BRIDGING ® CENTER OF SPAN, - - - -- PROPOSED FIRST FINISHED) FLOOR Q U.O.N.) PROPOSED -- -- --- - • ELEV. +2.3' PROVIDE R-50 BATT INSULATION GARAGE • SPRAY FOAM AT RIM JOIST;PERIMETER OF BUILDINSOF L==T __BASELINE 3 ELEV. +O.O' FO I i/j j j/j j//j j//j j//j//j j///j j/jjjj/jjj/j j//j j//j///j///jj//%/ •. j j// 0 //j%//j%//j%//j%////j j j jj j j//jjj//j/j j//j j/jjjj/jj/j j%/jjj/ •. • i// / //j z 0 SEOTION 4-4/A-302 z SCALE: 1/4" = I'-O" 0 w 0 z 2 U w d Q N z 0 --- N -- z - PROPOSED RIDGE HEIGHT a�i 0 04 I PROJECT: 12 KOUVARAS - RESIDENCE - OPEN Q in PROPOSED 5ITTIN6 ROOM 80 SOUNDVIEW AVENUE MATTITUCK, N.Y. 11952 DRAWING TITLE: BUILDING SECTIONS LLLjl0 3 4 -__ PAGE: PROPOSED BATHROOM _ - PROPOSED FIRST FINISHED FLOORA-302m0l ELEV. +2.3' 5 BASELINE ELEV. +0.0' DATE: 04/29/24 12 OF 19 g a4., PROPOSED s' ' =•�,' BASEMENT , SECTION 5-5/A-302 SCALE: 1/4" = P-0" � ' a a 0 w w CD J M LL C N 4" FRESH AIR VENT O J 1 L THROUGH ROOF O 0 I " O Q 3I 0 c: ZO a- 1 cV 0 O t ' -C O a-'1 21 1 2 Z--- N4-0 �y^ BATHROOM �---------- ______ -- BATHROOM c O (D a LAUNDRY I O 1 I I I OL05ET I I I I I I I I I I I 2d 2"1 2"I I 1 I 2„1 2"I 2"1 I IL I W z4 I I I I I I I I I 1 PROVIDE "ABESCO FF200 FR 1 I 12 2 1 1 I I I 1 2 EXPANDING FOAM" (OR EQUAL) 3 I I I I I I AT ALL PENETRATIONS IN FIRE N I I I I RATED WALLS AND I I I I 1 I FLOORS/GEILINOS. PRODUCT 1 14" I- " 15HOWER 2 I I I- I- 15HOWER CONFORMS TO ASTM E 814, 1 I TUB ASTM E 64, AND UL 14-41 JKASHeR I ' ` 2 3f 2 G.O. V • � 2„ OUTDOOR, KITCHEN n , R POWDE -2-° I R KITCHEN NOTE: W-- ---------- -----i---T------_�___- ____ ALL PLUMBING WORK ROOM I I I I 1 1 LAUNDRY I BATHROOM SHALL CONFORM TO I I ROOM I I I I LOCAL PLUMBING CODE 0 2::1 211I 2.:I I 2::1 12" 12" J I I I I I I I GLEAN OUT 1 I I I2: 1 I I AS REOV Fk U I I I I I `J IL 1-1�" 2 1' 1 1PROVIDE F.A.I. • 1- 15HOWER 1 I- 14, r^ w4sHER DW G.O. 3 3f 2 3 G.O. n 1 CL W G.O. Q i-----, ,4" HOUSE U 1 1 I MAIN DRAIN G.O. I I2� I2„ BATHROOM D.W. d I I I 4 TO SEPTIC 2„I I I SYSTEM m I 1 I amI 1- 1SHOWER 2 z 0 MACERATOR v PUMP NOTE: ALL PLUMBING M FL.UM51 NC R 15F-R - r7)RA I N / NA5TF / VENT O FUEL CA WORK z O SHALL CONFORM fn � TO LOCAL OZ PLUMBING CODE $ V SCALE: NTS FUEL 6A5 cs z w � N PIPING PENETRATIONS: 0 1. PROVIDE "ABE500 FF200 FR to EXPANDING FOAM" (OR EQUAL) AT ALL PENETRATIONS AT WALLS z AND FLOOR5/GEILIN6S. S 2.PRODUCT CONFORMS TO ASTM E U 514, ASTM E 84, AND UL 14'la OC KITCHEN a Q O Z O O o) F- Z 2 z IL 2 Z ILRANGE V a m U PROPOSED 500 rl k — GALLON BURIED Q NOTE: PROPANE TANK ALL PLUMBING WORK CV AIR SHALL CONFORM TO it p�j HANDLER I LOCAL PLUMBING CODE m GAS SUPPLY Q �F VERIFY SIZE WALL HUNG w/MANU. COMBINATION 1 EL LEND ER/WATER HEA LAUNDRY I HEATER PROJECT: 0 ROOM BATHROOM I BATHROOM -------{ SUP ,TER Q LY COLr WATER KOUVARAS SUPP�4 rc:;�7 RESIDENCE i I I I I Q4PROVIDE "ABE5G0 FF200 FR Q I Q4 3 I I I I I I Q4 X EXPANDIN5 FOAM" (OR EQUAL) .3 I I U I I I v AT ALL PENETRATIONS IN FIRE I I v 31 �v 31 !0 I� I 3 I !v 3I !v =I IC I I� RATED WALLS AND 80 SOUNDVIEW AVENUE �I I° �IIU sl jU m FLOORS/GEILINSS. PRODUCT OAS RISER — ������ iv I I iv I iv I iv !' SHOWER m iv I iv I iv 5HOwER WASHER I I I I �I 11 I I I I TUB �1 CONFORMS TO ASTM E 814, A5TM E 84, AND UL 14'19 MATTITUCK, N.Y. 11952 L------�-' ----�-' ---�— ------------- 1 ----L ' ----L--- J r.._.._.._r.._.._.. .._.._.._.._.._.._..1.._.�-._-_.-_.-..I.._. _..-.r_.._.._..L.._..T--.-. SCALE: NTS i KITCHEN DRAWING TITLE: POWDER ROOM LAUNDRY I BATHROOM 1 ROOM I I ! OUTDOOR KITCHEN PLUMBING RISER DIAGRAMS I Ij I 1 ' INTERIOR SHUT-OFF GAS RISER DIAGRAM I II FOR HOSE BIB IL I � N I �ry� ryIQiryIryI 7c;�:7 ry 1 NE FREEZE PROOF HOSE BIB II � H/VACUUM BREAK FASTENED I am w/PIPE FASTENERS (PRECISE 10 =1 i v PAGE: ILOCATION T.B.D. IN FIELD -5HOWER CONSULT W/OWNER) I�ry �- Q4 EKA , �I I �1 .N I : 1 :N DW REF. -- - - - - - J__�_J---- 1=------------=- ---� '---J ._.._.._.._.._.._.I. _.._.._..- ._.- -' .- _.- ._ -.._�.._..I_.._.I_.._._.. .._.._.._.._.._.._.._.I._..J.._.-L.._. _.._.._.._.._.. P-101mol I I I I ii in i TO PUBLIC DATE: 04/29/24 FKATER19 OF 19 I �11U ------------L------------------ z NII� IU L------------------ �� $ATHROOM m tu N ---------------- WALL HUNG TER HEATER OMBO N SHOWER AIR � HANDLER OCrd.. ,f FLUME3 I NO RISER - SUFPLY << 4, SCALE: NTS