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HomeMy WebLinkAbout48213-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT " TOWN CLERK'S OFFICE SOUTHOLD NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48213 Date: 8/25/2022 Permission is hereby granted to: Lazaro, Seberino 5496 Main Bayyiew Rd Southold NY 11971 To: Construct additions and alterations (town definition of a demo) to existing single family dwelling as applied for, with SCHD approval. At premises located at: 9330 Sound Ave. Mattituck SCTM #473889 Sec/Block/Lot# 122.-2-4 Pursuant to application dated 7/1/2022 and approved by the Building Inspector.. To expire on 2/24/2024. Fees: DEMOLITION $232.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,166.00 CO-RESIDENTIAL $50.00 Total: $2,448.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT AR J Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 littp,,://www.southold,towniiy.gov I I APPLICATION FOR BUILDING PERMIT JUL 0 12022 For Office use Only EG.III...i:)IN DEP"K. petted 0O( f p`� V"Y PERMIT NO. / 3 Building Inspector; 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. BUILDING G DEP1. OF Sou M Date:06/09/22 OWNER(S)OF PROPERTY. Name:Seberino Ramirez SCTM#1000-122-02-04 Project Address:9330 Sound Ave Mattituck NY 11952 Phone#:631-905-5929 1 Email:sebe8111 @gmail.com Mailing Address:9330 Sound Ave Mattituck NY 11952 CONTACT PERSON: Name:Michelle Sarabia AMP Architecture Mailing Address: 10200 Main Rd Unit 3A Mattituck NY 11952 Phone#:631-603-9092 Email:msarabia@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo AMP Architecture Mailing Address: 10200 Main Rd Unit 3A Mattituck NY 11952 Phone#:631-603-9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure iiiAddition ®Alteration ❑Repair ®Demolition Estimated Cost of Project: []Other $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ANo 1 a iG PROPERTY INFORMATION Existing use of property:Single Family Residence Intended use of property:Single Family Residence ' Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 Nonconforming this property? ❑Yes ®No IF YES, PROVIDE A COPY. 19 Check Box After Reading. The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in 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 Submitte p'r" t name): helle Sarabla @Authorized Agent ❑Owner Signature of Appli ant: Date: 06/09/22 STATE OF NEW YORK) SS: COUNTY OF . ) Michelle Sarabla being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)heisthe Agent AMP Architecture (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 t/O day of Ply `* °eor7Rr , 4 1 of NOW York fat; I�suc No.01 8� PROPEIRS l ' c ) )�^ Q�m9i11�dI in Suffolk poialty fhSl13Pl1 (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein, Owner's Signature Date Print Owner's Name 2 PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? Dyes ❑No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in 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 name): ❑Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 120 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, flyin Eu Mir Z residing at g330 Mai Wk do hereby authorize AMP ARCHITECTURE to apply on my behalf to the Town of Southold Building Department for approval as described herein. -rv° O ng, s . ` ur�e Date Print Owner's Name 2 top _ ..... _ ...... o f 0910-VTZ-9T9 0 011 wL,.I a ._ W U ¢ / 60ZTS'A'N'NAINOOHe 846TT A N I3HOV'i Y '^ Wr 6011NH'133HL$H19609b 'OH 3IIIANIINNVHH 9LOT uY..... 4Ty _.5 "'— 1- z ^ 0. w V �u � ry a dV033T'V'H 01111HONANOHINV 3HH10311H0HV rc"" ID7a W o m ~W llll � wwoa,ua aivo 2 i9 i9 n o N -------------- If qJ w RAY Rai ° 1 ° U h V a a _ r: k, �< t I w 7 s � o it I Rik wy .. J- w xr i 5 i , Ila ° 1 t IMP Uj yygg $ .x CL ci- s <L un s e Y z g k sa x a O A W,R ;es s p a x r �q B a gN Rz a Rb " g .;N 1 aY U r Q W t Yt L 4 k d"m 1' a R g P S - RU Px sa>1 r 1FBk S SA R g kx R$ S xo Sk YR 4 $. 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Y t $e s e N on hg £ d A 8 E .Y S d$�+A� a$E ) Wl c�{ >x 4 Sd tR' z HIS d 6FGsa �g' e e 1 e °s�,,�, $1 syy�i aP ys eN ¢ a8g ��z�c t ggR µ$d E 1Q $ �I" s i c m 3 9 R ,R s $ €up! k s e 'gye sh r x. n t _oR,a „x,�5 e:'k'� �,84x�e.,.�',.�F�✓R�e i�x r ��.��:�%._. <.eR-a^'i�^s ��te:�3a.sk .,_ a,a� _ O =8'4°27'p p 0)SITE PLAN HATCH KEY: c U 1 �_W PROPOSED BUILDING ADDITION COUNTY OPEN PROPOSED ACCESSORY 5TRUGTURE y.; LLI Z O SPACE ® r' / W O N EXIST. PROPOSED 2ND STORY J W POOL ui � EQUIPMENT �, Z O � Z FADE <E : _ _ FROJE�T 5�0fE : Lo PROJECT LOCATION & COPE O O -0 0 1 .0 o S APPRov o S mono o 1 I�z•e4, � - SITE PLAN & ZONING DATA DAM-a-ovZ � � Z/2..� Z � m DEMOLITION OF EXI STI NO 2 C,,AR DETACHED O ARAO - ALTERATIONS AND ADDITIONS TO EXISTINO 2 STOR'r SINOLE FEE`�a �� EXIST. PAVERS - - - - FAMILY RESIDENCE GENERAL NOTES "OTIFYBUILD►NG PARTMENTAT z rl SHEXIST.ED TO ' 6317M1�02 Bq��M 4PM FOR THE Q J ENERGY TABLE FOLl.OWINGINSPE ONS: II 00 REMOVED I �-� STRUCTURAL DESIGN CHARTS 1• F0U"�DATIO 0 REQUIRED (DRY I FOR P= D NCRETE Z 0) IL BLDG.) F O J E�� DATA : 0-005.00 HOLDOWN, ANCHOR BOLT, & INSUj,p� Gb P� N� Y 'H C) 1 ' EXIST. INGROUND POOL ' IB COMMPLPLE`i'E ` QM m N STRAPPING & NAILING DETAILS Q Z � - PROJECT / ZONING DATA FASTENING SCHEDULE -L ' Atl CONSTR SHALL.MEET THE w cD _-- _ - - DUIREMENTS'OF CODESOFNEW LA m r-I TAX MAP # 1000-122-02-04 .00 FRAMING GRAPHICS YSIGN ORNOT K STATE. R o O \ � 1 NSTi 1.1 CM ERRORS ZONING DISTRICT � R-40 NON-CONFORMING BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS LOT AREA 0.46 ACRES uj _ GofO - DWELLING $ DETACHED ,Q® PROPOSED DEMOLITION PLANS GARAGE ZI433q; APRIL Ig86 = EXIST. SEPTIC TANK 8 %0 CofO - ADDITION DECK LEACHING POOL TO I ADDITION d ALTERATIONS ZIg366; SEPT. IggO U PROPOSED 8'DIA. x 4'D ` Sp BE REMOVED PER DRYWELL CONNECTED = ?'ARD 5GDH5 STANDARDS GofO - INGROUND POOL Z2gq'18; JAN. 2004 = J - 102 •QQ PROPOSED FOUNDATION PLAN C) TO ADDITION GUTTERS cV S=g=CK SUFFOLK COUNTY HD APPROVAL PERMIT # # OF BED. W HABITABLE SPACE EXISTING PROPOSED � 0 ��--'� I-- PROPOSED FIRST FLOOR PLAN �� EXIST. 2 GAR �� I ®�•®® l- DETACHED FIRST FLOOR AREA 1,840 S.F. I,gg5 S.F. GARAGE TO BE DEMOLISHED i \ ' SECOND FLOOR AREA I,OgO S.F. 2,435 S.F. ' p1 / TOTAL BEDROOM COUNT s 5 �_ I O�•00 PROPOSED SECOND FLOOR PLAN LOT COVERAGE Iq.6'--�"i --- - --- 41'7' DESCRIPTION (FOOTPRINT) AREA COVERAGE PROPOSED EXTERIOR ELEVATIONS I ,��201 .00 to s iN TOTAL LOT AREA 20,Og2.0 S.F. cv EXIST. WOOD DECK EXISTING DWELLING 1 I 20A EXISTING WOOD DECK 4q4 S.F. 2.5% - •®® PROPOSED EXTERIOR ELEVATIONS 42 2' EXISTING INGROUND POOL 6"10 S.F. 3.3% k } 1'40 IlI 1'1.5' PROPOSED DWELLING ADDITIONS -_- 1,000 S.F. 5.0% - -� - A 1 2122 . 1 [ UI_D:v_:1 D TOTALAREAOF ALL STRUCTURES 4,OIq S.F. 20.0% -jn� rn�I r_ r P' - 1` PROPOSED "MAXIMUM LOT COVERAGE ALLOWED - 20% ���0 I •�O BUILDING SECTIONS �' SQA �I ADDITIONS EXIST. 2-5TORY WD. FR. DWELLING PROPOSED = -- -- H/ GRAWLSPAGE 4 PARTIAL A/C UNITS BASEMENT I I N p PROPOSED 2-STORY WD. FR. ' REQUIRED SETBACKS - DWELLING � •Q® BUILDING SECTIONS m ADDITION w/ GARAGE UPON GONG. SLAB 4 PARTIAL CRAWLSPAGE REQUIRED EXIST. PROPOSED COMPLIES (5 BEDROOMS) �� XIST. GONG. FRONT YARD I 40.0' 46.8' 45.6' YES w I REPLACE wi F.F. EL. = 42.3 � ---_- - ------------------ .®® DESIGN D ETA I LS � SPHALT 7.5' ' PROP. GARAGE SLAB EL. = 40.1' -----__` SIDE YARD 15.0' Iq.6' 15.5' YES 0 DR VEWAY AS 6.0 r l -- REQ.' TO MATCH BOTH SIDE YARDS 35.0' 46.0' 35.1' YES > PRO . GARAGE -- ___-- Lu LdCATION It Q I REAR YARD I 50.0' 6"1.067.0' YES � I 5- 101 .00 PROPOSED STRUCTURAL PLANS s 51TE LAYOUT NOTES: o / p I I. THI5 15 AN ARCHITECT'S 51TE PLAN 8 15 F�HLT Q 1 PROP. GAS METER SUBJECT TO VERIFICATION BY A LICENSED A $ BURIED NATURAL SURVEYOR. THE INFORMATION PROJECT: DRIY 265' ��� I GAS SUPPLY LINE; REPRESENTED ON THIS SITE PLAN 15 TO THE �°- 1 ®�,®® PROPOSED STRUCTURAL PLANS n 1 TO MAINTAIN 5' ARGHITEOV5 BEST OF KNOWLEDGE. - ; MIN. SEPARATION RAM I R EZ i PROPOSED O FROM SEWAGE 2.SURVEY INFORMATION WAS OBTAINED COVERED PORCH N DISPOSAL SYSTEM FROM A SURVEY DATED APRIL 2, 2022 AND PREPARED BY: RENOVATION .00 � EXIST. OVERHEAD II 1 � ROPOSED STRUCTURAL PLANS G 8 A LAND SURVEYING INC.LNG ELECTRIC WIRES I Ij PETER A. GROBEN 1 TO BE REMOVED I 4p 1 N.Y. STATE LAND SURVEYOR LIG. #5086q 9330 SOUND AVENUE P.O. Bax -too MATTITUCK N.Y. 11952 RIDGE, NY, IIg61 S- I O�'.O® PROPOSED STRUCTURAL PLANS " q51-640-48gq p II 1 NEW IA05 SYSTEM DRAWING TITLE: - - BASED ON TEST HOLE II APPROVED HEALTH _ 4i J `:�?::�`•. _........_ .._.._n _P ... ,_ .. _- PROJECT LOCATION &SCOPE I I DEPARTMENT PLANS *+� 1 DWV WATER SUPPLY RISER SITE PLAN & ZONING DATA 1 1 (SEE PLANS FOR 1 ,,, ••�*rt � ® •®® / SPECIFICATIONS) i ,� ., ;., .,;. GAS RISER Q, m 111 / 1 ,f:�,� I :;r.� �. PAGE: 1/91.57 p w, 1 1 � I ,/ i ' I.�,�;,,r., �„�;�, ' '"��"- :�„� { _ , - 5*0 � •.�'� � - O r ® t ®® N r EXIST. s ASPHALT 11 I ' :y ,'.:,: Ei--ij - - 0%,t '?4 DRIVEWAY DATE: 05/24/22 1 OF 18 584° 1 1 -: s • , . , .. F a (t rir, � � !I `( � ( -�.. � �. �. I 9; .: '.. I ' �, ,� _ f ',f ii I t � � ... A i ! - " e x.+, 'r a _ �'q ,,�.7' y� ..�F,«✓' ti: •`�. � ,.,.. „ e 777 , r ~ i °Umi ""�`�^��""";:��.- Y/q�?g;. �'a�.�;,'�",°����,-r,�.y~^,,._=+,+......=..,;„- ,` ., � �-, «R«. #''•"I �'� (" • y ;0., r.. /y �,L'g `'>,`r �. •�� .1 EXISTING WATER PROP. BURIED ELECTRIC LINE; T` c'M,.,*�„�•Y.`',� f ,. .r bV ' , � € I •.�� it � x0. METER 4 WATER MAINTAIN 5' 4 10' MIN. SEPARATIONS _ 1 c.,' SUPPLY LINE FROM WATER SUPPLY LINE SEWAGE DISPOSAL SYSTEM, RESPE7,TIVELY I K 1 L D loo• r 1 � 74r),:/? Lj SITE PLAN '� N N D p _ _ � v SCALE: 1" = IO'-o" i�fi�Oi�OSEO fi�E1�0Efi�11�10 LCG,ATION MAP SCALE: NT5 SCALE: NTS NOTES � SPE=G I F 10AT I ONS WOOD FRAMING MATERIAL STANDARDS CARPENTRY 6LA55 WINDOWS AND DOORS �� Y (1`�T I O I�4S 1 IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THI5 CONSTRUCTION DOCUMENT BINDER THE PROYI51oN5 OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. ALL LUMBER SHALL BE DOUOLA5 FIR LARCH #2 4 BETTER(Fb = 8'15) UNLESS I. ALL 6LA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. I 0- M TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, OF ANY MATERIAL OR METHOD of CONSTRUCTION NOT SPECIFICALLY OTHERWISE NOTED. F� U SPECIFICATIONS,AND BE FAMILIARIZIM WITH THE PLANS PRIOR TO WORK PRESCRIBED HEREIN. WHEN IT CAN BE 5HOWN, AND THE AUTHORITY HAVING 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER BD. BOARD INSUL. I INSULATION l Q F- d) JURISDICTION FINDS BY EXPERIENCE, MODELING,OR TESTING BY AN APPROVED 2. ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN CLEARANCES ARE PROVIDED. -- - Q AGENCY,THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR 6" MIN. FOUNDATION EXPOSURE. BFE BASE FLOOD ELEVATION � INT. INTERIOR LLJ Z O GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 3. ALL 5LIDIN6 6LA55 DOOR5,5KYLI6HT5, AND ANY &LA55 UNIT INSTALLED GENERAI- WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, BLDG. BUILDING K KIPS (1000 LBS) 'j Tq I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT 3. SILLS TO BE P.T. AND SECURELY FLASFfED WITH A TERMITE SHIELD,ALSO (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"x6", UNLESS (1) 2"xb" UNLESS OTHERWISE NOTED. APPLICABLE BUILDING DEPARTMENT. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING 5TRUGTURE. BM BEAM MANU. SPEC.'S MANUFACTURER'S SPECIFICATIONS -5 Lu >: 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH B.O. BOTTOM OF Z ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 4. AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HANGERS BY "TECO" OR MANUFACTURER'S SPECIFICATIONS. MAX. MAXIMUM � F_ STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, EQUAL. _ Q t/) PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. ALL WINDOW5 TO BE CALLKED AND SEALED AS PER NEW YORK STATE BOT. BOTTOM MEGH. MECHANICAL -� Z PREFABRICATED WOOD TRUSSES,GYPSUM, HARDBOARD, AND STRUCTURAL 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENIN65 IN ENERGY CONSERVATION GGNSTR:UGTION CODE. J = 3. ALL WORK SHALL CONFORM TO NATIONAL,STATE, AND LOCAL GORES B.O.W. BOTTOM OF WALL ~ J AND AUTHORITIES HAVING JURISDICTION. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING FLOORS, ROOFS,AND WALLS. _ ��MIN. MINIMUM � LO Y RULES SPECIFIED IN 1.1 THROUGH I.B. 6. PROVIDE FLASHING PANS UNDER ALL 5LIDIN6 6LA55 DOORS, WINDOWS,OR G.J. CEILING JOIST c 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. - NAVD88 NORTr� AMERICAN VERTICAL DATUM OF 1488 Q 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, U.O.N. 5. THE O ISSR/BUILDER INCLUDING END-JOINTED AND EDGE-GLUED LUMBER,SHALL BE IDENTIFIED '1. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL �COL. COLUMN NYG BG 1 NEW YORK CITY BUILDING CODE >..IL It m BY THE GRADEMARK OF A LUMBER 6RADIN6 OR INSPECTION A6ENGY -1. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-I/2" BEARING SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/EF JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE �GONT. CONTINUOUS -1O.G. ON CENTER -_1 OZ SHALL BE CLARIFIED WITH THE ARGHI'TEOVEN6INEEER BEFORE PROGEEDIN6 AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE 8. MIN. HEADER TO BE (2) 2"xl0" UNLESS OTHERWISE NOTED. 8. ALL &LA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS Q WITH THE WORK. ORADEMARK SHALL INCLUDE AN EA51LY DISTINGUISHABLE MARK OR SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. DBL. --I DOUBLE ��� _ OCG. OCCUPANCY 6. NO DEVIATIONS OR CHANCES TO THE STRUCTURAL SYSTEM SHALL BE MADE IN516NIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MA50NRY/CONCRETE TO BE q ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH DFE DESIGN FLOOD ELEVATION It UNLESS APPROVED BY THE ARCHMECT/ENCINEER. REG2UIREMENT5 OF U.S. DEPARTMENT OF COMMERCE P520-qq. P.T. [PB FE PRELIMINARY BASE FLOOD ELEVATION Z W ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE - Q J 1.2. GLUED LAMINATED TIMBERS: 6L.UED LAMINATED TIMBERS SHALL MEET CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH DIM. DIMENSION 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS O ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE __ ] P. GONG. POURED CONCRETE -1 -� OO BEFORE THE START OF FRAMING THE PROVISIONS OF ANSI/ALTO A I q0.1 STRUCTURAL GLUED LAMINATED ON PAGE G-003. GENERALLY, SHEATHING IS OF I/2" THICKNESS ON WALLS AND THE GHARAGTERISTIGS OF THE ANDERSEN WINDOW SPECIFIED. THE TIMBERS. ROOF AND 15 OF COX GRADE,UNLESS OTHERWISE NOTED. SEE FLOOR PLANS CHARACTERISTICS ARE A5 FOLLOW5, BUT NOT LIMITED TO: DESIGN PRESSURE, D.J. -- DECK JOIST5 PL. PLATE � d' 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN ROUGH OPENING, U-FACTOR,LI&HT AREA,VENT AREA,AND EGRESS - __ - z rq � 15. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES U51NO PREFABRICATED APPLICABLE. REQUIREMENTS. EA. � EACH I PLYWD. I PLYWOOD -� r•I rq � -1. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM D5055 _ Y O STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 11. SUB FLOORING, GENERALLY,TO BE OF 3/4" THICKNESS AND OF COX GRADE. 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE ELEV. ELEVATION -� P.T. PRESSURE TREATED Z >- -I- STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS,THI5 TEMPERED CLASS. 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PAGE G-003 AND GLUED,U.O.N. - - __ Q Z r"I DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL EQUIP. EQUIPMENT �� N CERTIFICATES,CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL II. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. REQ D REQUIRED LL W REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S GODS 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA EVALUATION REPORT. APPROVED EQUAL. GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE EXIST. � EXISTING � Ri RISER = L(O AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN MISSILE TEST OF ASTM EIgg6 AND ASTM EI886 A5 MODIFIED BY 2020 NY5 BG PERMISSION FROM THE ARCHITECT. 1.4. STRUCTURAL COMPOSITE LUMBER: 51NOLE MEMBERS OR ASSEMBLIES 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEI6HT5 AND AT SECTION 301.2.1.2.1. 6ARA&E DOOR &LAZED OPENING PROTECTION SHALL MEET IXT. EXTERIOR I RM. ROOM C) Q U51N& 5TRUGTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR e,,I J Q 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF AN51/DA5MA 115. F.A.I. f FRESH AIR INTAKE R.R. l ROOF RAFTER STRUCTURAL COMPOSITE LUMBER PRODUCTS, THI5 DOGUMEN,THE RESPONSIBLE FOR DESIGN INTENT ONLY. 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH FAR FLOOR AREA RATIO GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS AS EXCEED 8'-O" AND AT EVERY 8'-O". � � � BTL. STEEL SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. A THICKNESS OF NOT LE55 THAN AND A SPAN OF NOT MORE THAN 8' SHALL 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND F.A.V. FRESH AIR VENT W 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE S.V. SMART VENT 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U51N0 PREFABRICATED 6-003. ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE Ir TIMES. AT THE COMPLETION OF WORK.,THE CONTRACTOR SHALL REMOVE ALL WOOD TRU55E5 SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS FF FINISHED FLOOR l GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS PER THE ANGHORA&E METHOD SELECTED IN ACCORDANCE WITH TABLE _ TBD 11 TO BE DETERMINED J 0 RUBBISH,WASTE MATERIALS, TOOLS,ETC., GLEAN GLASS AND LEAVE WORK Ib. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS BROOM GLEAN. SET FORTH IN AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE NECESSARY. 8301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT [PF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLASS CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED W 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL OR THE MANUFACTURER'S CODE EVALUATION REPORT. 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGE5 6-003. ON THE BUILDING. F.J. FLOOR JOISTS THK. THICK H U LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES I.b. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL AND ORDINANCES. 15. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. PLUMBING FOUND FOUNDATION T.O.W. TOP OF WALL U J MEET THE PROVISIONS OF ASTM G36 SPECIFICATION FOR GYPSUM GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB I. CONTRACTOR SHALL INSTALL WATER SUPPLY DRAIN WASTE AND VENT (DWV) w Ib. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF WALLBOARD, ASTM C37 SPECIFICATION FOR GYPSUM LATH, OR ASTM G7q FLOOR SHALL NEVER EXCEED A 16" SPAN. �RGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD Q THE 5UB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR GYPSUM SHEATHING BOARD. SYSTEMS TO NY5 PLUMBING CODE AND NYS DEC REGULATIONS. COMPLETION OF PROJECT. Iq. AT ROUGH OPENIN05 PROVIDE ALL APPLICABLE NAILING AND 5TRAPPIN6 FR. FRAME ."""! 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS PER PAGE 6-003. 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. TVP. TYPICAL 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF AN51/AHA AI35.4 BASIC HARDBOARD OF EF P--- FIREPROOF _ .,:1 `'',-' ANSI/AHA AL35.6 HARDBOARD SIDING. 3. ALL WATER PIPING TO HAVE GLEAN OUT5 AT ALL CHANCES IN DIRECTION FUO It OTHERWISE NOTED AR GHITEGT/EINGINEER, AND THEIR A&EENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN AND AT BASE OF VERTICAL WASTE PIPES. �f ' AGAINST ALL CLAIMS, DAMA&E5, LOSSES AND EXPENSES, INGLUDIN& ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD [FTG. FOOTING VERT. VERTICAL / ATTORNEYS FEES ARI51N5 OUT OF OR RESULTING FROM THE PERFORMANCE OF 1.8 STRUCTURAL PANELS: TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE,L055 OR EXPENSE (A) METAL BY REPEATED BRUSHING,DIPPING, OR SOAKING UNTIL THE WOOD 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER GYP. BD. GYPSUM BOARD 1.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL A55ORB5 NO MORE. ALSO,FOR HARDWARE USED WITH P.T. LUMBER, FOOT. E V.I.F. VERIFY IN FIELD IS ATTRIBUTABLE TO BODILY INJURY, 51GKNE55, DISEASE OR DEATH OR TO DEPARTMENT OF COMMERCEINJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK MEET THE PROVISIONS OF U.S. CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER 5 GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: H.D. HOLD DOWN w/ WITH ITSELF INCLUDING THE LOSS OR USE RE5ULTING THEREFROM). (B) 15 CAUSED IN VOLUNTARY PRODUCT STANDARD 1 (PS 1) CONSTRUCTION AND MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS,FLASHING, ANCHOR BOLTS, __ DI5H WASHER.........................................2" -- _ INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE,DECK GONSTRUGTION, - KITCHEN SINK.......................................2 WD. WOOD WHOLE OR IN PART BY ANY NE6LICEhdT ACT OR OMISSION OF THE HDR HEADER \ CONTRACTOR,ANY SUBCONTRACTOR,ANYONE DIRECTLY OR INDIRECTLY PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. - LAVATORY.K..........................................2" WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE GORE - SHOWER/'TU$ 2" �ZR ZONING RESOLUTION EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY HNGR HANGER BE LIABLE REGARDLESS OF WHETHEF: OR NOT IT IS CAUSED IN PART BY A EVALUATION REPORTS. 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: - TOILET........................................................3" - PARTY INDEMNIFIED HEREUNDER. 1.8.2. ORIENTED-STRAND BOARD (055),WAFER:BOARD ORIENTED-5TRAND A. TRUSS B. E6 OR&IA 15T Mc II 2.0E 6-P LAM OLAM - LAUNDRY .................................................2" HOR. HORIZONTAL I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CON5T2UGTION INCLUDING BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET P5L (PARALLEL STRAND LUMBER) DENOTES: - FLOOR G'RAIN..........................................3" BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK,FRAMING, NAILING,PLACING THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY A. TRUSS J015T MGMILLIAN 2.OE PARALLAM 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT ALL TO BE INSTALLED AS PER MANU. 5PEG.'s - ¢ TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR THROUGH ROOF. INSULATION`ISULP"tTl ON 4• FENESTRATION i��QU I R�M��ITS APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWING5 APPLICABLE CODE EVALUATION REPORTS. 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD LYPI AND SPECIFICATIONS WILL NOT BE PE:RMIT7ED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION,THE GOVERNING BUILDING CODE, T PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN 4 Q 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURERS DRAIN GOOKS A5 REQ'D. HOSE BIE35 SHALL BE PROVIDED WITH BACKFLOWL _ - -- - -- AUTHORIZATION OF THE ARGHITEGT/E1�GINEER. APPLICATIONS SHALL CONFORM TO AN51 A208.1 AND ANY CODE EVALUATION REPORT. PROTECTION. COMPONENT PROPOSED DESIGN CODE PRESCRIPTIVE VALUE ' PIL R. Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS CODE 8. WASTE FROM CLOTHES WA5HER5 AND LAUNDRY TUB5 ARE TO BE PROVIDED VALUE CITATION (PER 2020 NYSLUE 4 COMPLIES01 NEEDED,UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS EVALUATION REPORT. 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF 50LID SAWN RAFTERS SHALL WITH BACK FLOW PROTECTION. 5F PERTAINING ARE TO BE FIELD VERIFIED. NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE - _-- F4 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-51XTH OF THE ACTUAL e{• THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL = 025 MAX.U-VALUE = 032 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK SHALL MEET THE PROVISIONS OF ANSI/AHA AI14.1 CELLULOSIC RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT FENESTRATION U-VALUE MAX.AIR LEAKAGE = 030 CFM/SF YEs OF WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. FIBERBOARD OR ASTM 0208 STANDARD SPECIFICATION FOR EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED Al DEPARTMENT STANDARDS AND REGULATIONS. TYPI KASE = 030 GFMisF PER 8402.4.3 d TABLE 8402.1.4-CLIMATE ZONE 4 • OF CELLULOSIC FIBER INSULATING BOARD. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR _ - °� 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM ED&E5. TO CONGEALMENT OF PLUMBING. CEILING R-VALUE TT INSULATION W/5 MIN.R-VALUE = 4q ' 2. SPECIFICATIONS,UNLESS NOTED OTHERWISE. 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN FOAM(R-VALUE?PER INCH) PER TABLE R402.12-CLIMATE ZONE 4 � • IF STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE II. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. _� s/ 22. PROVIDE FIREBLOGKING AS PER 'NEW YORK ACCESSIBILITY STANDARDS. DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL $E PERMITTED EXTERIOR(2*��:J( TT INSULATION MIN_R-VALUE = 20(CAVITY) T X15, (PS- 1),THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED NOR ANY POTENTIAL DAMAGE THEREOF. FRAME�-L PER TABLE R4o2a2-CLIMATE ZONE 4 � � 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE - UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS REPORTS. OF THE HOLE SHALL NOT BE CLOSER THAN 5/6" TO THE EDGE OF THE STUD. EXTERIOR(2^x4•)WOOD 3•SPRAY FOAM INSULATION MIN.R-VALUE - 20(CAVITY) GOPYRI6HT PROTECTION ACT OF 1gg0 (AWGPA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GRO55-5ECTION. FRAME WALL R-VALUE (R-VALUE 7 PER INCH) PER TABLE R402.12-CLIMATE ZONE 4 � TYPIC 22. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL MECHANICAL.FUEL GAS: . New - -- --_ . 5/4' CONFORM TO THE STANDARDS SPECIFIED IN M 22.1 THROUGH M 2.2.7. 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE FLOOR R-VALUE R-30 BATT INSULATION MIN R-VALUE = Iq PLY GORES AND REFERENCE STANDARD: CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, I. MECHANICAL AND FUEL 6A5 SYSTEMS SHALL COMPLY w/THE PER TABLE 8402.12-CLIMATE ZONE 4 ' FU. I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK 2.2.1• BOLTS: BOLTS SHALL COMPLY WITH AN51/ASME B 18.2.1 SQUARE AND NOTES,AND TABLES ON PAGE 6-003 6-004. THE FASTENING SCHEDULE NY5 MECHANICAL GORE AND FUEL 6A5 GODS ---------- STATE _ -___- � � (NST STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL GORE, 2020 HEX BOLTS AND SCREWS (INCH SERIES). SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING COMPLIANCE STATEMENT- U.O.1 12 NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING TO THE BEST OF MY KNOWLEDGE,BELIEF,AND PROFESSIONAL JUDGMENT,THESE PLANS AND SPECIFICATIONS ARE IN � Z STATE ENERGY CONSERVATION GONS'TRUGTION CODE. 2.2.2. LAG SCREWS: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ SCHEDULE). HOEDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED FOUNDATION,GONG MASONRY COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION GODS USING CHAPTER 4[RE). BUIL Lu ASME BI8.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEG.'s). I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT 2 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING,CONNECTIONS OF HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE 0 WOOD FRAMING,AND CONNECTION TO, FOUNDATION - 2015 WOOD FRAME 2.2.3. TRU55 METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES SUB-CONTRACTORS IN SUCH,A MANNER TO ASSURE THAT THE CONDITIONS OF V CONSTRUCTION MANUAL BY THE AMERICAN FOREST 4 PAPER ASSOCIATION SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DE515M 26. COLUMN BEARING AS FOLLOWS: THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. (AF4PA) AMERICAN WOOD COUNCIL (AHO). STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, WOOD P05TING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, 2• ALL FOOTINGS TO BEAR ON FIRM,VIRGIN,UNDISTURBED SOIL � THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE AS SET FORTH IN THE MANUFACTURER'S GORE EVALUATION REPORTS. WALL w/STEEL SHIMS 4 A MIN. 3/4" OF NON-SHRINK GROUT. 5. 501L TO HAVE MIN. BEARING CAPACITY OF (1) TOWSQ. FT., U.O.N. PLUMBING CODE. SECURE w/(2) 1/2" 4' ANCHOR BOLTS (4" LONG EXPANSION BOLTS 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY w 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE CAGE ARE SPECIFIED, MINIMUM A5TM A653, STRUCTURAL QUALITY, POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORGIN6 (® MIN. Ib" `E• FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE,UNLESS _ Q MECHANICAL CODE AND 2020 NEN YORK STATE FUFI OAS CODE. GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING,U.O.N.). OTHERWISE NOTED - p MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY TABLE R50I.�7 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201"7 NATIONAL ELECTRIC ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS,U.O.N. CLIMATIC GEOGRAPHIC DESIGN CRITERIA IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS _ PROJECT: GODS, UCTI 70 AND 2020 NEW YORK: STATE ENERGY CONSERVATION CODE EVALUATION REPORTS. STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) 4 ANCHOR BOLTS, 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS CONSTRUCTION CODE. U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG UNTIL Ifg TIER OF FRAMING IS IN PLACE. B5;GROUND 5NOW LOAD 25 L 22.5. NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. w/6" RISE 4 w/(2) 3/4"m BOLTS THROUGH CENTER LINE OF VERTICAL LEG5 ALLOWABLE GENERAL WIND PROTECTION CONNECTION NOTES: SET 6" DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PACE 6-003. 7. FOOTIN65 TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. STRUCTURAL MEMBER BASIC WIND SPEED 130 MPH RAM I R EZ ADAPTED FROM STANDARD FOR HURRICANE RE515TANT RESIDENTIAL 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES - DEFLECTION RENOVATION CONSTRUCTION;SSTD 10-qq AND 2018 550 HIGH WIND EDITION WOOD FRAME SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES,ETC. TO BE FILLED RAFTERS HAVING SLOPES GREATER THEN 3/12 EXPOSURE CATEGORY B CONSTRUCTION AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE SOLID WITH CONCRETE. L/180 I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, MANUFACTURER'S CODE EVALUATION REPORTS. q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. W/ NO FINISHED GEILINC ATTACHED TO RAFTERS SEISMIC DESIGN CATEGORY B _ FLOORS,STUDS AND ROOF FRAMING SHALL BE PROVIDED. ASPHALT ROOFING SHINGLES 2.2.7. SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASME B 18.6.1 2. APPROVED CONNECTORS, ANCHOR5 AND OTHER FASTENING DEVICES NOT WOODSGREEWS (INCH SERIES). 1. ALL SLOPED ROOFING 5HIN6LE5 SHALL BE OAF-GLA55-A ASPHALT ROOFING 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRE551VE 5TREN6TH AT 28 INTERIOR WALLS 4 PARTITIONS H1180 INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL SHINGLES OR APPROVED EQUAL. DAYS OF 4,000 P.5.1., U.O.N. WEATHERING SEVERE 9330 SOUND AVENUE BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2. SHINGLES SHALL BE APPLIED OVER 150 BUILDING FELT, UNLESS OTHERWISE II. GONG. SLABS TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH FLOORS 4 PLASTERED CEILINGS L/360 FROST LINE DEPTH 3'-O" MATTITUCK, N.Y. 11952 3. METAL PLATES, CONNECTORS, 50R.EW5, BOLTS AND NAILS EXPOSED NOTED. ALSO, CONTRACTORS OPTION TO APPLY OAF-WEATHER-WATCH ICE 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER ALL OTHER STRUCTURAL MEMBERS MECHANICAL CONNECTIONS: AND WATER BARRIER FROM EDGE OF EAVE TO 24" IN51PE EXTERIOR WALL L/240 DIRECTLY TO THE WEATHER OR SUBJECT TO SALT GORR0510N IN COASTAL LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. TERMITE MODERATE TO HEAVY AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. I. ALL MECHANICAL CONNECTIONS SPECIFIED A5 "SIMP50N" MAY BE EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 DRAWING TITLE: 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - ICE BARRIER REQUIRED 'E5 GENERAL NOTES SHEATHING AND 51DIN&,FRAMING .ANCHORS OR CONNECTORS SHALL BE CONSTRUCTION. (1) WALL TIE PER (3) 50. FT. EXTERIOR WALLS - WIND LOADS W/BRITTLE FINISHES L/240 PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS 2 THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED ENERGY TABLE AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. BY "SIMPSON MANUFACTURER. 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES SPECIFICATIONS. MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EXTERIOR WALLS - WIND LOADS W/FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS RAFTERS EXCEPT WHERE COLLAR TIES OF I INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL 5. NAILING OF ROOFING SHALL BE TO CODE. 15. APPLY (1) COAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. xs" OR 2"xLUMBER IS LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY FROM FOOTING TO 2" ABOVE FINISH GRADE. LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACHH TO EACH PAIR OF LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY "SIMPSON" 6. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE RAFTERS. PERMITTED 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED OF 40"F AND FALLING,UNLESS APPROVED BY ARGHITECT/ENCINEER. NO STi�UGTURL DES I C N LOADS PAGE: 7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR CONCRETE SHALL BE PLACED ON FROZEN SURFACES. 5. INSTALLATION PROCEDURES SHALL ALWAY5 BE CARRIED OUT AS PER 2:12 PITCHES TO 4:12 PITCHES 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48 AND EVERY MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. 16" WITHIN 4' OF EXTERIOR CORNERS. 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY LUSE LIVE LOAD DEAD LOAD 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF ARCHITECT/ENGINEER. ®® . 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER THE SEALANT TO UPLIFT FORGES U51NG ASTM D 6361. TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED 0. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND EXTERIOR BALCONIES 40 psf 15 psf OF J" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY WHERE EVER APPLICABLE. PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR ARCHITECT DECKS 40 psf 15 psf BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' IN GONCRETE/MA50NRY MI UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS AREA . A DATE: 05 FOUNDATIONS. ANCHOR BOLTS SHALL. BE LOCATED WITHIN 12" OR CORNERS OYP5UM WALL BOARD MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. �24�22 2 OF 18 8. ALL CONNECTORS SPECIFIED AS SIMPSON TOP MOUNTED BEAM AND AT SPACING NOT EXCEEDING 4' ON CENTER. PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK PASSANOER VEHICLE 6ARAGE5 50 psf AS PER PLAN HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT CONCRETE SLA55 TO HAVE bxb 10/10 WELDED WIRE REINFORCING. ATTIG5 WITHOUT 5TORA6E (MAX CLEAR HOT< 42") 10 psf 15 psf ELECTRICAL: BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. COMPOUND METHOD.2. ALL GYPSUM 50ARD SHALL BE 1/2" ON WALLS AND CEILING, UNLESS 20. FOR SECOND STORY ADDITIONS,EXIST. FOUNDATIONS ARE TO BE VERIFIED I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM A5 IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 8" r *�� TO 2017 NATIONAL ELECTRIC CODE, NFPA 70 AND 2020 NEW YORK STATE OTHERWISE NOTM. WATER RESISTANT (H.R.) AT BATHROOMS AND WHERE DEEP 4 3'-O" BELOW GRADE. ATTICS WITH STORAGE (MAX CLEAR HGT > 42") 20 psf 15 psf �( t` %, ENERGY CONSERVATION CONSTRUCTION CODE. DEEMED APPLICABLE. C7 !�D 'yrs INSULATION ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 sf G' `\'f. 'c' 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON 3. 5/8 ,ONE HOUR RATED, TYPE X GYPSUM BOARD ON CEILING AND WALLS p p '.^� ,I I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED SITE WORK C� �b�Ca � COMPLETION OF WORK. (WHERE APPLIGAELE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET �, 11 4 t��,l f FIBER.6LA55 BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR SLEEPING ROOMS 30 psf 15 psf •ifg ( ' FOIL TO BE PLACED TOWARD WARM SIDE. IN EACH DIRECT104 BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: EQUIPMENT, GONGPETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL * ' : . , 11 * c 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE I5 A DISCREPANCY . I( - GENERALLY,VERIFY OR PROVIDE HARD WIRED CONCRETE PANEL_OF 5/6" THICKNESS MINIMUM. '" SMOKE DETECTORS w/BATTERY BACK-UP IN: 2• PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION RECEIVE CLARIFICATION FROM ARGHITEGT/EN6INIEER PRIOR TO PROCEEDING. STAIRS 40 psf 15 psf (P '�' cti_ r`r WALLS FROM W BELOW &RADE TO 24" BELOW GRADE IF DESIRED BY 4. FIN15H JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDOE5 SHALL BE '�� (} s� CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGERECENE 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. GUARDRAILS AND HANDRAIL5 200 psf 15 psf 9>' 37 0 _1 A. EACH SLEEPING ROOM TAPED AND ,JEEN CO THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING F FOUNDATION WATERPROOFING. TO DRY BETWEEN COATS. FINAL GOAT TO BE SANDED SMOOTH. 0'c 5. OUTSIDE OF EACH SEPARATE: SLEEPING SITE. STOCKPILE ALL EXCAVATED MATERIALS. 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 sf 12 psf FOR ATTIC AREA IN THE IMMEDIATE VICINITY OF - q" R-30 FOR FLAT CEILINGS 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE P 15 psf FOR CATH. THE BEDROOMS (GENERALLY THE HALLWAY) - 8.25" R-300 FOR VAULTED AND CATHEDRAL CEILINGS ALL OPENIN65. ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE G. EVERY LEVEL OF DWELLING - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION 6. FASTEN GYPSUM BOARD AS PER FA5TENIN6 SCHEDULE ON PAGE 6-003. FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. (BASMENT, FIRST FLOOR, 4 SECOND FLOOR, ETC) - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH - 525 R-21 FOR FLOORS 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. A5GE 7-10 (MINIMUM DESIGN LOADS FOR BUILDIN65 AND OTHER STRUCTURES) HOLDONN DETAILS TY�I GAL= NA I L= I NO/STRAFF I NO REOU I R MENTS FOR 0) FASTENING SGHEDULE ?� a ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER U F L= I F T/ SHEAR, � LATERAL Y �I N 1e/ R E S I S TA N ci E NOTE: TH I5 SCHEDULE DOES NOT I NGLUDE NAILING FOR METAL FRAMING STRAPS p ~ 0)W SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-003 FOR STRAPPING AND NAILING REQUIREMENTS, UJZ ALL STRAPPING TO BE IY4"x 20 GAUGE -- "SIMPSON" EQUIVALENT - 0520 (COILED STRAP) AND ROUGH OPENING FRAMING REQUIREMENTS) J = rN-I ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE tj *USE IOd NAILS IF STRAPPING 15 OVER PLYHOOD; TYP. FOR ALL (SGHEDULE AS PER AWG 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.0 ?: HOLDONN 'A' HOLDONN 'B' DE50RIPTION FASTENER SPEC. FASTENER Z CONNECTION A NA I L= I NO OR I D AND QUANTITY SPACING J �ouNDATIONST � ;y ROOF � GE I L I NC FRAM I NO I- Lo R I.DIM's ARE ALL MIN.8,'s BASED ON USE OF ONLY A I6d _- 0 COMMON NAIL w/o PREBORED HOLES. 0 0 0 NDWALL ENDWP`LL 2" RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 5-003 PER RAFTER 0- U) x (3) 2x FULL (3) 2x FULL CORNER STUD AT RAFTER TO RIDGE 2.WOOD 15 ASSUMED TO BE DF,02 d BTR. IN DRY USE �p HEIGHT STUD HEIGHT STUD CONNECTED TO R-R- 2• iv SERVICE Z CORNER STUD CONNECTION: GEILIN6 JOIST TO TOP PLATE (TOE-NAIL)- SEE PAGE 6-003 PER J015T ONNECTED TO TRANSFER SHEAR 15.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL 0 TRANSFER SHEAR SIE �Y (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL = p "SIMPSON" HDOa FOR STRAP - 3 8 d GOMMON ' . • . • . . HOLES,5ET NEW MEMBER. GEILIN6 JOIST TO PARALLEL RAFTER(FACE NAIL) SEE PAGE 6-003 EACH LAP HOLDOWN ANCHOR a 2-I66 COMMON 2-I6d COMMON NAILS a EA. END OF STRAP. Z W LOCATIONS NOTED NAILS ® b" O.G. E / .• • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED NAILS ® 6" O.G. d ON PLANS 10" O.G. IF BLOCKED ,� / • • • • GEILIN6 J015T LAPS OVER PARTITIONS(FACE-NAIL) q-I6d COMMON EACH LAP Q J O" O.G. IF BLOCKED CORNER POST FOR ROOF SLOPES UNDER 5:12 WITH IES ?• 5.SEE SECTION b FOR ANY REOT TO CLINCH THE NAILS(TO J 00 CORNER P05TAL ROOF SPANS OF 24' OR GREATER, T�H G BOND THE END OF THE NAIL TO A q0"ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 6-003 PER TIE Z It O "SIMPSON" HDGta " i USE 4 �d COMMON NAILS a x iv HOLDONN ANCHOR EA. END OF STRAP FOR ROOF 6.DIMENSIONS ARE DERIVED FROM THE ND5 COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-ad COMMON EACH END J T SECTION 12.4-PLACEMENT OF NAILS 3 SPIKES d TABLE � 0 LOCATIONS NOTED d SLOPES OF 5:12 AND GREATER. OR 4-1. Y ON PLANS e RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END Q Z 4 CONNECTION BI I$ B2 W_ _j cv AT RAFTER TO TOP PLATE TO 5TUD HOEDOWN INSTALLATION OPTIONS: CONNECTION: NALL FRAMING lfl Ir vq • B2 1 � FOR NEW P. GONG. FOUND.'s FOR STRAP - 3 S d COMMON NAILS ® TOP PLATE TO TOP PLATE (PAGE-NAIL) 2-I6d COMMON PER FOOT Q O HOEDOWN CAST IN PLACE w/-7/a"IP THREADED ROD o• • EA. END OF STRAP: • . J FOR EXIST. P. GONG. OR NEWLY CURBED FOUND.'s . . � � WHEN IN TOWN OF (SLIP OR NAILING I • • TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. 51DE -/a"4) THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO GEOMETRY EXCEEDS THAT PERMITTED IN CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY ---� BI • • MAX.NAILING GRID ABOVE UTILIZE • • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. LJJ ADHESIVE), B FOR TEMP.'S O"F-40"F USE "SIMPSON" AT 5IMP50N # 142A (OR EQUAL) RAFTER TIE � (HIGH STRENGTH ACRYLIC ADHESIVE) HEADER TO HEADER (FACE-NAIL) I6d COMMON 16" O.G. ALONG EDGES • FOR TOENAILING - 3 8 d COMMON NAILS H- FOR EXIST. /NEW G.M.U. (GONG. BLOCK) USE SAME BTOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD C. V FILL TOP 2 OUR5E5 SOLID # CAST IN PLACE HOLDOWN Lu w/ CONNECTION-1/a"� THREADED ROD ; FOR G.J. To R.R. - Q 16 d COMMON NAILS REGMJIREMENTS FOR BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, :2-16d COMMON I2 PER FOOT V RA15ED CVs(WHEN FOR EA. PLATE TO STUD ABOVE B OR BELOW AT G.J. TO G.J. CONNECTION: ENDJ_O15T, or BLOGKIN6 (FACE-NAIL) = J APPLICABLE) 16d FLOOR FRAMING HOLDONN 'G' HOLDONN 'D' _ _ _ COMMON NAILS FOR G.J. TO G.J. - q 16 d COMMON NAILS Q ..J 1-FOUNDATIONIST FOR NEWLY POURED CONNECTION GI C,2 JOIST TO SILL, TOP PLATE or 61RDER (TOE-NAIL) 4-ad COMMON PER JOIST FOUNDATION ® ONE STORY ONLY • y (3) 2x FULL WALL BRIDGING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END HEIGHT STUD CORNER STUD / ,tS ONNEGTED TO R ! AR o AT STUD TO FLOOR ASSEMBLY BLOCKING TO JOIST (TOE-NAIL) 2-5d COMMON EACH E HOEDOWN ANCHOR® 2-2-16c] COMMON "SIMPSON" H00a (3) 2x FULL G2 I TO STUD CONNECTION: TOP PLATE O SILL Ir 3-16d COMMON EACH BLOCK • LOCATIONS NOTED NAILS ® 6 O.G. d HEIGHT STUD ON PLANS 10" O.G. IF BLOCKED DG CORNER POST G I I I FOR STRAP - 3 8 d COMMON LEER STRIP TO BEAM (PAGE-NAIL) 3-I6d COMMON EACH J0I5T \ ( NAILS a EA. END OF STRAP JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-5d COMMON PER JOIST ° I FOR EA. PLATE TO STUD ABOVE B OR 2-I6d G No BELOW - 2 16 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST — NAILS ® 6" O. ` BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT ROOF SHEATH I NO e d STRUCTURAL PANELS: INTERIOR ZONE ad COMMON 6" EDGE / 12" FIELD a "SIMPSON" 5 14RJ CONNECTION DI s D2 SOLID CKINO PERIMETER EDGE ZONE g ad COMMON 6" EDGE /6" FIELD HOLDOWN INSTALLATION OPTIONS:. m EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ ad COMMON 4" O.G. UP TO q" RAKE OVERHANG FOR NEW P. GONG. FOUND.'s ..�-�~"'- HOLDOWN CAST IN PLACE w/-/a"(P THREADED ROD _ • • AT STUD TO FLOOR ASSEMBLY TO 51 LL GE I L I NO SHEATH I NCC FOR EXIST. P. GONG. OR NEWLY C.URRED FOUND.'s • 7/8,"0 THREADED ROD (r-RE-DRILLED) EMBEDDED 12" INTO PLATES) GONNEGTION: D2 t GYPSUM WAL5d COOLERS / 10" FIELD CONCRETE w/ "SIMPSON" SET(HIGH STRENGTH EPDXY J I/2" MIN. LBOARD "1" EDGE ADHESIVE), d FOR TEMP.'s 0"F-40"F U5E "SIMPSON" AT FROM (HIGH STRENGTH ACRYLIC, ADHESIVE) ONE #4 CORNER o FOR STRAP - 3 8 d COMMON NAILS a EA. I ----.-- SPE FLED OR DI a ' END OF STRAP (WRAP STRAP UNDER SILL PL) I M I HALL SHEATHING FOR EXIST. /NEW G.M.U. (GONG. BLOCK) I FILL TOP 2 COURSES SOLID B CAST IN PLACE HOLDOWN TYP FOUND. NOTE FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - w/ 7/a"41 THREADED ROD e _� _16_ d COMMON NAILS STRUCTURAL PANELS ad COMMON b" EDGE / 12" FIELD ALTERNATE CONFIGURATION - ABOVE STUD TO I 6YP5UM WALLBOARD 5d COOLERS T' EDGE: / 10" FIELD FLOOR CGNNEGTION w/ # LPT4 51MP50N (OR .STRAP w/CEJ z NAIL I NO/STRAFF I NO @ N I NDON/DOOR HEADER ° STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES 8d NAILS o EA.END � OF E STRAP To FLOOR SHEATH I NO (SUBFLOOR) o EA.JOIST-(FOR ALTERNATE USE NOTATION: SIMPSON 142.5A) 0 A -NUMBER OF ad NAILS® EA. END OF 5TRAPPIN6(2018, WFGM,TABLE 3.1,P. 1541) TION ON E STRUCTURAL PANELS: I" or LESS: ad COMMON 6" EDGE / 12" FIELD B -NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.235,P. 2"11) GREATER THAN I": IOd COMMON 6" EDGE: / 12" FIELD � G -NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(2018 WFGM,TABLE 3.230,P. 2q2; • _ ALTERNATE AS PER TABLE 3.23D,P. 2q3) • _ • D -NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA.51DE • I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. w A —D (201a WFGM,TABLE 3.71,P. 189) AT 5TUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. Q E -NUMBER OF JACK STUDS ® EA. END OF HEADER(2015 WFGM,TABLE 322F,P. 28,8,) ( K PLATE(5) CONNECTION FOR EXAMPLE, IF WALL SHEATHING IS NAIEED 3" O.G. AT THE PANEL EDGE TO OBTAIIN HIGHER -G F -NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF 51LL(S) ® EA. SIDE [ ° e ° ° SHEAR GAPAGITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.5,P. 110 ° a ° ed e SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. a 2 - WHEN WALL 5HEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF PROJECT: B E ° ° FOR STRAP - 3 8 d COMMON NAILS a EA. NAILS SHALL BE PERMITTED TO BE REDUCED TO I-16D NAIL PER FOOT. FASTENING SGHEDULE B END OF STRAP (WRAP STRAP UNDER SILL PL. s - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH RAM I R EZ ° 51DE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENT5 SHALL BE -F ROUGH OPENING FRAMING REQUIREMENT5 FOR WINDOW/DOOR OPENIN65 ° d d -.,.� g USED. (IN ACCORDANCE WITH WOOD FRAME GONSTRUGTION MANUAL 2018 EDITIOW FOR EA. PLATE TO STUD ABOVE B OR BELOW - _`" _2_ _16_ d COMMON NAILS RENOVATION A NOTATION ROU GH A B G D E F 6 7OPNG 9330 SOUND AVENUE 2'-0" 2 I MATTITUCK, N.Y. 11952 4'-0" 4 1 2 2 2 2 Sf=L= Ir_1 I NO OF TOF FLSATF_ GABLE ENDNALL * - PROVIDE (2) 2"x10" HDR (MIN.) U.O.N. 6'-0" 5 I 3 3 3 3 BRAG 1 NO/STRAFF 1 NO DRAWING TITLE: (B) - REQUIRES SILL PLATES OF :2"xb" (MIN.) _ _ TOP PLATE --- BLOCKING 2 FOR RAKES PROVIDE OR , ANCHOR B 0 LT, 7 2 5 4 4 4 }--- SPLICE —{TH TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK® BLOCKN&a 12" C, STRAPPING, & NAILING DETAILS �6 I FOR WIND - EXPOSURES BSG - FOR WIND - EXPOSURES BBC, - 4'-O" O.G. TO AGHEIVE RAKE O.H. ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE -_— ti BUILDING MINIMUM SPLICE'S°` BUILDING MINIMUM 5PLICE'�a` -- DIMEN51ON (FT) LENGTH (FT) DIMENSION (FT) LENGTH (FT) TYP.STRAP w/(3) PAGE: ad NAILS EA.END 12'-0 " 3'-0" OF EA. STRAP :: q :: :: ATTIC G-003mOO .ANG�#OR BOLT SFEG I F I GAT I ONS Ib-O 3-0�- " 16-0 4-0 20'-0" 4'-0"/5'-0" 20'-0" 5'-0" 6"-12" SPECIFICATION (20115 W24-O 41-0"/5'-0" 24-O 6-O BACK® 4'-0"0.0. CORNER 3q" FGM TABLES 5.2A B 5.25, P. IST-160) BLOCKING 2 BAYS DATE: 05/24/22 3 OF 18 CONDITION FOR ALL STRUCTURES: • • • 5/e"0 ANCHOR BOLTS a 51" O.G. 215'-O" 5'-O"/b'-3" 2a'-O"- b'-O"/i'-6" • - - 36'-O:: �:� /b'-q" 56'-O" q'-O" OR n GOD O NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE EDA c. CONNECTION U51N6 2-I6d NAILS PER FOOT.FOR SHORTER SPLICELEMSTH5 I. MIN. 7u EMBEDMENT INTO CONCRETE PROVIDE AN EGUIVASLENTSPACINNUMEER OF NAINAIL IS E44ALL BERLS�� IN ORDER TO 40'-O" BLO CKIN6 2 BAYS w/ 5" SQUARE WA5HER5 AND END NUT SETUP; BACK m 41-0" O.C. (Z END 2.TABULATED SPLICE LENSTASSUME A BUILDING LOCATED 50'-O". CONDITION 15:, EMBEDMENT FOR GM.U. (BLOCK) FOUND. B FILL H5IN FXP05URE B TYP.STRAP v8,/(3) < n TOP TWO COURSES SOLID _ - _ ad NAILS EA.END �+r 5.TABULATED 5PLIGE LENOTH5 ARE BASED ON a FOOT WALL 601-01, 12 O%15 O 60=0 I6 O OF EA. STRAP - 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEIGHTS FOR OTHER WALL kE16FT5,H,THE TABULATED UNIT �� �. 1111 , LATERAL LOADS SHALL BE MULTIPLIED BY Wb; PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR 5HEARWALLS FOR ALTERNATIVE WALL HEI6HT5 MULTIPLY THE ABOVE 70'-O" 14'-O" -10'-O" FIRST FLOOR "9 Q,O,b (� NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR A 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" B 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): ' 150-O 161-0a0-O 2:21-0U N� FROM ENDS AND CORNERS (TWO a CORNERS) q'WALL- 1.125 (SEE DIAGRAM TO LEFT) lo'WALL- las BLOCKING 2 BAYS 11'WALL- 1.15-5 THI5 COLUMN w/MULTIPLIER 4. COORDINATE w/ HOLDONN LOCATIONS 12 WALL- 15 FOR 10'-0BACK® 4'-O" O.G. 'WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAMING GRAPHICS CONTINUOUS BUILT-UP ORDERS, 5 OR MORE SUFFORTS a (THAT EXCEED FRAMING STANDARDS, IT IS REa'D FOR FRAMER TO HAVE A F I REBLOGK I NS FOR fi LATFORM HOOD FRAM I NS a 0 wORKINO KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBLY REQUIREMENTS (FOR ENC INEERED LUMBER kc. WOOD I-JOISTS] SEE MANU. SPEC.'s FOR ADDITIONAL INFO.) w z o AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN I/6 : CONNECTION d 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED CNJ PATTERN DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER J r-1 BLOGKINO UNDER LOAD BEARING WALL THREE OR 14ORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES F- vi � MAX.52" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-5TOPPING. Q W NON-LOAD BEARING WALL OFFSET FROM SUPPORT �(2)ROWS Loa NAILS a 12"o.c. . : � �; THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST Z -- ------ -- ._---I - � -.-__.___ - SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE Tt)D5 5 �(5)ROWS loci NAILS o 12•o.c. SERVES AS FIRESLOPPING. H SUBFLOOR THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE 0 (j) Z UBFLOOR l� E m BOLTS o 12'O.G.STAGGERED; THO PIECE JOINTED ON THE SAME 51DE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE -J _ PLATE SERVE AS FIRE5TOPPINO. -J SOLE PLATE LT - BUILT UP GIRDER P MAX.32" NAILING: 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE ~ Y SOLE PLATE D (2)ROWS I/2• BOLTS a Ib"O.C. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE JOIST SERVES AS FIRESTOPPING. � O (2)Rows I/2" m BOLTS a 24"O.C. SIDE WITH Od NAILS, TWO NEAR EACH END OF D _ __ BETWEEN 1/6 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE 5 S. FIR.E5TOPPINs SHALL BE 2 INCHES OF WOOD BLOCKING LL Ln w �[(2)ROWS 5-5/8'TRUSSLOCK SCREWS 0 12"O.C. 8 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. m SGRENED ON(1)51DE OF MEMBER LINE;OR GIRDERS ARE TO BE NAILED FROM EACH Z G (2)Rows 5-5/8'TRU55LOGK sGREWs 0 16"O.C. P SIDE w/ I51 NAILS, TWO NEAR EACH END OF EACH — �- 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE O 5CRE m ON(1)SIDE OF MEMBER JOIST, OTHERS STAGGERED w/ A DISTANCE OF 52" - AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN = H (2)ROWS 5-5/8'TRUSSLOGK SCREWS 0 24•o.C. P BETWEEN NAIL5 IN A HORIZONTAL LINE. _- — _ JOISTS SERVE AS FIR.ESTOPPINO. �- JOIST SCREWED ON(1)51DE OF MEMBER Z MAXIMUM OFFSET THREE-PIECE ?. FOR PLATFORM FRAME GONSTRUGTION: THE SOLE AND W J (2)ROWS 5"TRU55LOGK SCREWS O 12"O.G. BUILT UP 61RDER MAX.52" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d - Q J GIST DEPTH,d SCREWED ON BOTH SIDE of MEMBER 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS MATCHED SIZE OF BLOCKING P NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPING. J 00 (2)RDWS 5"TRUSSLOCK SCREWS O Ib"O.G. 4 UNDER NON-LOAD BEARIN FIRESTOP LO AND K 11 SCREWED ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE 0 PARTITIONS a 5.?" O.G. BLOGKIN STUDOTHERS STAGGERED w/ A DISTANCE OF NOT MORE / 3 8. THE HEADER SERVES AS FIRE-STOPPING. Z (p L (2)ROWS 5'TRUSSLOGK SGREY•IS O 24"O.G. BETI^�EN I/6 DOUBLE PLATE SCREWED ON BOTH SIDE OF MEMBER 4 1/4 OF THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. J meq_ q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL se r I 0 FOUR-PIECE 61DER5 ARE TO BE ASSEMLED A5 10 - BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO Z d, GE I L I NG BRAG I NG P - STRINGER TO SERVE AS FIRESTOPPINO. GANTI L IVERED FLOOR 1BEAMS a HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED Z OABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN VOR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR Ix J N t CONNECTION PATTERN'B'WHEN IO"OR LARGER p, FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH LL" w (� TUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FA5TENERS I/2'FROM ONE 51DE TO THE OTHER BUILT UP GIRDERGIRDERS ARE TO BE SECURELY ANCHORED TO j HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH 0 LO P I SUBFLOOR SOLE PLATE 2"x4"GONTINUOU5 GABLE END MASONRY PIERSFIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF 0 Q 5 , NAILED TO WOOD POSTS OR THE VERTICAL OPENING LED IS SEABY PLASTER ON THE CEILING LATERAL BRAGS a b'O.C. BOLTED TO STEEL COLUMNS. J SAND AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE JOIST 2) IOd NAILS TRU55 OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED C.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THR000,14 NORMAL �( PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON NA I L I NC FATTERNS FOR SIDE LOADED BEAMS (ic .. FLUSH BEAMS) NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES,WILL SERVE AS FIRE5TOPPING. 10) 8d -LOCATIONS R.EQUIRUNG FIR:ESTOPPIN6- W NAILS FIRE- WOOD FIRESTOPPINS FIRESTOPPING STOPPING FIRE- �. STOPPING FIRE- FIRE- FASTENING RECOMMENDATIONS FOR SIDE-LOADED, sTOPPII STOPPING sO1E W MULTIPLE-PIECE MEMBERSrm b JOIST * 5d COOLER NAILS a IO"O.G. NAILED' BOLTED' I ~ II Yi1 IiY'; _ .I BLOCKING 2'x4"BLOCK NAILED TO EA.BRACE VexncAL U •..� 2 ROWS Ibd 5 ROWS Ibd 7 ROW51i' 2 ROWS X,' 2 ROWS lz• w/(4) IOd NAILS 20 a.STRAP OZ• GOON. 8O1-T3 a 24• FlResT 1 BOLTS BOI_T'5 O 12.O.G. O 12'O.G. O.G.STA6613tETP O 12'O.G. O b'O.G. COVERING IS APPLIED STUD GYPSUM BOA 9 TWO ROWS 12.O.G. THREE ROWS 12"O.G. LOCATION I LOCATION 2 LOCATION 3 JOISTS DOUBLE PLATE- •5d COOLER NAILS a 10"O.G. (10) 8d NAIL BEAM SELECTION w/ STD. NAILING ° ° ° ° ° ° ° LOCATION 4 NOTE: ENDWALL s AS NOTED IN NOTES 7 $ 8 J015T SHALL BE LOCATED DIRECTLY *DENOTES ALT.FOR USE OF DRYWALL SCREWS ° ° ° ° 5 FOPPINONCOMBUSTIBLE LO��� \ LOCATION .." VER STUDS,UNLESS TOP PLATE 15 4•a EDGE/12"a FIELD FULLY BLOCKED 1.TOP AND BOTTOM ROWS SHOULD BE 2'FROM EDGES SOLE WOOD FIRESTOPPING OF GIRDER DESIGNED TO CARRY THE LOAD SCREWS*6- lY4"TYPE W OR 5 FIREsroPPING 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOUT BE LOCATED 2' TWO ROWS 24'0.r,.STA66ERED TWO RON5 6.O.G. LOCATION 5 LOCATION 6 FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL IiII INTERIOR STUD DETAIL 1HIGIQ.E55 OF TTS MEMS ME WASHERS UNDER HEAD AND NIT. � o " 01) " o 0 0 OVERLAID ROOF 5.STAGGER EACH ROW OF FAST'e,0I BY 12•. 0 0 0 0 o 0 0 0 o gli,l �„ 2.5PAGE Nor ATTACHMENT ® VALLEY 4.FOR A THREE-PIECE MM413 ,THE SPGGIFIED NAILING 15 FROM EACH SIDE. IIV,,I,i ro BE Fluor © APPROX. I INC T FIRESrOPPIN6 S.FOUR 41151 MEMBERS SHOUT ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPIN6 \ .� AFPROX.I INCH THICK \ BOTH SIDE OF THE MEMBER 31 6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6'O.G.OR TRIPLED FOR 4'O.G.NAIL SPADING. LOCATION "I � STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: STRAPPING W/ 7.2 ROWS OF II COMMON NAILS(12'O.GJ FOR DEPTH 12'OR LESS FIRESTOPPIN 4 ad NAIL5 LOCATION 8 6 LOCATION q O EA.END 0 R.R. b.5 ROWS OF Ibd COMMON NAILS 02"OC)FOR DEPTHS OF l4",I6•! W. LOCATION 10 FULL WIDTH 2" �BLOCKII ZO F- � GONSTRUCTI ON DETAILS III$ N I ND LOAD PATH CONNEGTI ON DETAILS TOP PLATE DRILL 2"0 INTO ROOF INTERSECTION DETAIL DECK FOP,STRAI IN6IN5TL. NOT TO SCALE XMT.OR NEN NEW R.R.SET w/ R.R BELOW UPPER TOP PLATE LAPS 4 loci DNTINUOUS LOWER TOE NAIL NOTED CONT.BLOGKIN6 TOP ATE SPIKED TO R.R.'e ALIGN NEW d EX. R.R.AS SHOWN K I NO STUDS— PLAN TUDS PLAN VIEW NOTE: SIMILAR a 'SHED' WOODJOIST O WOO ROOF,R.R. IN LINE I D JO GR I PPLE STUD fl BLOCK I NC - -0 JOIST HANG ER HEADER . : O z GENERAL REOU I REMENT5 FOR GENERAL REQUIREMENTS FOR - W INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADER -_o WOOD O I RDER JACK STUDS Q AIN MEMBER —O WOOD JOIST - w i O _ —0. Lu J 1-- `� f� 1 JOIST FRAM I NO OVER WOOD O I RDER JOIST FRAMING FLUSH W 1 TH G I RDER/HEADER TYPICAL HEADER CONNECTION a I. TOE-NAIL5 SHALL BE DRIVEN a AN ANGLE OF PROJECT: MEMS DIAM. X5 APPROX. 50° w/THE MAIN MEMBER d STARTED APPROX. I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AH�wN ABOVE NAIL FROM THE MEMBER END, THE MEMBER,STRA1014T THROUGH AND BENT OVER RAM I R EZ A MIN. OF (5) NAIL DIAM.'s AT A q0" ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN RENOVATION MEMBER,FOR THIS APPLICATION,SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTER 5. To AVOID MORE THAN 2 Tor: NAILS SHALL BE INSTALLED IN EAINSIDE F A RAFTER OR CEILING JOIST WALL STUD WALL STUD 0 WHEN FASTENED TO A 2'W TOP PLATE OR 5 TOE NAILS BOTTOM PLATE > BOTTOM PLATE IN EA. 51DE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB SUB FLOOR 9330 SOUND AVENUE DOUBLE JOIST � DOUBLE JOIST —0 TOP PLATE MATTITUCK, N.Y. 11952 GHIM. CHASE SECURING @ STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS O BEAM CONNECTION PATTERNS NOTE: FIREBLOCKING DETAILS (SIM. a CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARI NO WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/STUDS TO ATTIC, FLOOR 4 BLWO TO R/L SIDES w/STRAPPING TO R/L SIDES) O TOP PLATE a O J M Q N I ND RESISTANT CG ONSTRUCT ON GONNETORS PAGE: GHIM. CHASE WALL p U ®® ■ OO CONNECTION LOCATION: PART NUMBER: NOTES: RI DOE-TO-RAFTERS 0520 (921" APPLY TO EACH PAIR OF RAFTERS �Z DATE: 05/24/22 a_�Q ® RAFTER-TO-WALL H7 APPLY TO EACH RAFTER 4 OF 18 L w z �O o a RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER Nz OREa'D BLOCKING o D_ PLATE-TO-WALL STUD 0520 (918" TO ALIGN W/STRAPPING F a APPLY TO EACH WALL STUD ��p qac, tu a EA. LEVEL ABOVE ILI N THE FIRST FL. ®z w 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or 0520 @ 56" APPLY TO EACH WALL STUD o,�t Mf e OO �. FLOOR/61-0. ® HEADER-TO-JACK STUD G520 � 12" APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD .. SHEAR WALL HOLDDONN ANCHOR SSTB16 APPLY TO EACH SIDENALL END IST. FLOOR-UNDER-SILL PLATE 6520 WRAP UNDER DOUBLE SILL PLATE 9roF- SIDE V 1 EW FLAN VIEW (USE WITH 3 SQUARE WASHERS) USE THE FOLLOWING OR APPROVED 51MP50N METAL CONNECTORS FOR PROPER WIND RE515TANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. (5E NERAL 5 I �50L ISE) : Q U NEH HEIOHT t= 0) _ EX15TINO TO BE DEMOLISHED , HOOP FPARTIALRAME (L.O STL. W = N WHEN APPLICABLE) LLJ J W TA EXISTING TO REMAIN vi NEW WOOD FRAME (L.O. NEW FOUNDATION WALL� DEMOLITION NOTE: Q W }- 5TL. WHEN APPLICABLE) ENTIRETY OF EXI5TING 2 GAR DETACHED GARAGE TO BE REMOVED;440 S.F. C Z NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL 12'-2" HIGH GABLE RIDGE p WOOD FRAME (L.O. 5TL. P05T FOR 4" WALLS J J WHEN APPLICABLE) (MIN. (2 2"x6" STRUCTURAL 20'-0" 1- Lo Y NEW 2-HR RATED POST FOR b" WALLS), U.O.N. --------------------T---------- ---- -----I W O p FIRE° ' WOOD FRAME (L.O. 5TL. i i- ----- ----------T--------------- ----I I a O O WHEN APPLICABLE) I I I I I I Z I I I I I p r I I I I I I Z I I I I I II I II Q J I I J 00 I I I I zri (D Y r-I O I I EXIST. 2"X6Q " R.R. I I Z I I ixh� J, J F _---- — — -------------- ------ ------------------------------------- -------------— i cVfill � i 1111 Ln � r�-I I i t I In Q l u o r- =) ILn I EXISTING DECK I IIII III a lI IIII n O I RAILING5 TO BE 11 I II S O I REMOVED 11 - I I I ct I 11 1 1 I I I W L EXIST. WOOD l I I D T n DECK I I I 1 I I II 510 5.F. II I I I V I 11 II I I I I I W I II 11 I I I U J I II 11 I I I I I � I II 11 I I I I I Q I II 11 I I I I I II EXISTING PROPANE EXIST. DN. 1 --- --- I TANK TO BE 1 i_ - ---- ----_-__- 1 ---- -�1 F=== =__ _ _____JI .. ----- ----- --- REMOVED I I III 1 I I III 1 DEMOLITION NOTE: III 1 fi�fizOi�OSD Ci� C DEMOLITION LN I I ALL EXISTING WINDOWS d DOORS III IEXISTING WINDOW I I THROUGHOUT BOTH FLOORS TO BE REMOVED 1 SCALE: 1/4" = 1'-0" I I� 'I'/- BOX TO BE I I In I REMOVED I I 1 Ih II I I I 1111 EXIST. LIVING I I EXIST. ROOM BEDROOM 165 S.F. BEDROOM 1 i I3 S.F. I50 S.F. II II II r J I � I F == I I rr 1 -I-S -- J --- --------� Cin I -----�---] - - I r--� --- i 91 I I T I I , Ig1�llll 1 m g I I 11 _O I III ur �r---� r- �I+ -� I EXIST. L----J I EXIST. EXIST. I I EXIST. 111 I 1 1 _� Q I I r I ` � I I I BATHROOM I I 51 CLL-GL. j j GL. 1 I I _ fY F I 11 44 s.F.�_� ��n�l I 24 S.F. 1 1 26 S.F. III 1 I I t IR ry I IIII EXIST. I I I I III \ I _ quJl 1 I I 1 1 I F---� --I III \ KITCHEN I I - L- EXIST. AG UNITS I I I III 1 I r-------- � -- I �-- ---J L------- 125S.F. ( I 1_- _ i------ EXISTIN6 ELECTRIC L--- ---- / I EXIST. �� � -- � ---- " -- -- z 1EXIST. UP I a n -- - - -- METER TO BE ... --7 I I / I \ I I GL. !(� L I � I -- --� w RELOCATED I ����<J��j� I I / II L\ ----J� l l0 S.F. I ALL EXISTING CABINETS, I / O II II 11 V I I PLUMBING FIXTURES I I I ! 1 1 v I I DEMOLITION NOTE: I I ��� �� APPLIANCES TO BE REMOVED u-j--- I I / �} EXIST. I I I ALL EXISTING WINDOWS d DOORS BATHROOM I I i 1 I I n I I THROUGHOUT BOTH FLOORS TO BE REMOVED ---- L---� ---------- u, 11 1 I 45 5P. I I / I I I ------J �------- --� 1 I I - � I \�-�/ j IIII , III I I I III 1 EXISTING BURIED I J�___----- - L---- EXISTING BURIED J IIII / III I I I III 1 ui OIL TANK TO BE I __ _______________ III / III I F- REMOVED I r WATER TANK TO BE 1 I III I 1 1 IIII Q I II ! REMOVEDDEMOLITION NOTE: I p _-T_j 1 EXISTING CEILINC75 d ROOF TO BE REMOVED I PROJECT: EXIST. DINING I r 1I 1 IIII EXIST.BEDROOM i I I BEDROOM RAM I R EZ I I I IIII ROOM I I EXIST. IIII 205 S.F. 205 S.F. 150 S.F. BEDROOM Hill I EXIST. D . Hill RENOVATION I iEGIST. Hill R--\ --n 14 S.F. ___� 1. I I I I I d I L_ +O I_ 9330 SOUND AVENUE T---- IT_--a-`------ ------ ----+ T-� - � ---1 I � � �� � � � � �\ MATTITUCK, N.Y. 11952 ----- ---- I-�__ 4--------- �_�� rr�F------ In 1 17- _.T�--- I I I I �♦=____� DRAWING TITLE: 1 1 I I I — ---- T 11 r-—_ _---- --- r------- r--- PROPOSED DEMOLITION PLANS ---------------------------------- — --- ---------- --------------- I I I III 11 1 I I 1 y -- - I I ------------- ALL DEM�XISTI�G WINDOWS dDOORS - _J I III � -�\�\ I 11 ��� \��� 1 IQ Q \�� III I IL--- STOOP MASONRY L-J �---r li uI�- ---- SIJ 1 = I STOREMOVED I I I u u L L �' TT- Hill THROUGHOUT BOTH FLOORS TO BE REMOVED IIII I I // EXIST. IIII II II IIIIII-------------- ----------- Lj- \ II II I jII II I1 (1 _ II II \ EXIST.XIS q0 S.F. EXIST. II PAGE:. . Hill �� G� FT BATHROOM 1 111 1 ROOM ' ' 1 55 S.F. F-1 II \ 60 S.F. �I II IIII EXISTING BE I I ��ii I ) n IIII As FINISHED CEILING I �\_ 33 S.F. ABOVE TO BE I III I I I IUJ I III \ I I I --- 11A-101IIIII00 REMOVED EXIST. OREAT I III 1 I I I 1 1 I I ,�� 1 11 ROOM ------ ------ 1---- -- - - -------------- --j L----------1 I-- �- L----------------- 5055.F. EXISTING ------------- J------L-- ---I r----------------------- FIREPLACE ---------------------FIREPLACE 8 CHIMNEY TO REMAIN I I I I II II II DATE: 05/24/22 5 OF 18 II II II II II II II II --- — — ----JJ— FROPOSED FIRST FLOOR DEMOLITION PLAN PROPOSED SEGOND FLOOR DEMOLITION FLAN h�4���D�R4��f� SCALE: I/4" = I'-O" SCALE: I/4" = I'-O" ,�G ����� '%t 0 OENERAL 5Y1�50L <EY Q U _ EX15TINO TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.O. 5TL. WHEN APPLICABLE) W N EXISTING TO REMAIN �----�---•-� NEW FOUNDATION WALLJ W �--{ NEW WOOD FRAME (L.O. W >- F---� 5TL. WHEN APPLICABLE) Z Y NEW I-HR FIRE RATED ® - J MIN. (2) 2"x4" STRUCTURAL 67--2" Z WOOD FRAME (L.O. STL. POST FOR 4" WALLS J F- J WHEN APPLICABLE) (MIN. (2) 2"x6" 5TRUGTURAL 25'-6" 41'-8" F. Lo Y NEW 2-HR FIRE RATED POST FOR 6" WALLS), U.O.N. j O m O WOOD FRAME (L.O. 5TL. DN a m = WHEN APPLICABLE) p }- d' m - Z O - - — — — — — — — - — — — — FOUNDATION PLAN NOTES � ' = � m - - - - - - - - - Lu — — — — — — — Q PROVIDE NEW 5 TON HYDRONIC AIR HANDLER: O I. UNITS BY "RHEEM" OR APPROVED EQUAL 2 14'-Sy200 " 10'-0" 8 J 2.PROVIDE TONNAGE FOR FIRST FLOOR "ZONE 1";UNIT Z (o LOCATED IN BA5EME4T. PSI 3.PROVIDE HOT HATER HATER/BOILER COMBO OIL AND TO NEW COIL PROVIDE NEW HOT I I PROVIDE 4" POURED GONG. ( Y O SLAB W/6x6-10x10 W.W.M. I - — — Z >: 4 BETWEEN CENTER d UPPER Tq PROVIDE NEW WALL-'HUNG OAS BOILER: I I I- — — — — m Z N O I. BY "NAVIEN" OR APPROVED EQUAL I OF SLAB SECURED (V W co 2.MAX 6A5 INPUT: 1-75,000 BTU/HR PLACE DURING POUR; PROVIDE 5.CONNECT TO NEW NATURAL 6A5 LINE I 6 MIL POLY ON 4" � � m m 'o •• GRAVEL BASE BELOW I — — — — — — — — - — — — — — — — — — — — — — — � � =) Ln NEW 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. SLAB Q OREINFORCEMENT AS PER DETAIL. PRE015E LOCATION TO I I �g I � J 0 BE DETERMINED IN FIELD;VERIFY SIZE AGCORDIN6LY WITH AG UNITS. UNDER-FLOOR AREA VENTS - O NEW 9.5"XI-I.5'' FOUNDATION VENT w/MIN. I S.F. NET , VENTILATIONOPENIN6 PER 2020 IRC R405; INSTALL AS n I 6 CONCRETE OVID "_FOOR PA NT; PER MANU. SPECS WITHIN 5'-0OF BUILDING CORNERS OWNER TO SELECT COLOR OOAS METER: I I I EXISTING DECK I W PROVIDE NEW 6A5 METER REGULATOR/VENT AS PER NY5 I I STRUCTURE TO I U MECH. CODE, FUEL OAS GORE, d UTILITY CO. STANDARDS. OAS METER SHALL BE POSITIONED a GRADE I i D REMAIN I = J 7 TYPICAL P. GONG. FOOTING $ WALL CONSTRUCTION. O (2) 2"x6" P.T. SILL PLATES w/COPPER TERMITE SHIELD d SILL SEAL • ANCHOR BOLTS AS PER PAGE 6-003 I I qq� I '. I u_ • P. GONG. FOUND. WALL AS PER DETAIL UPON I Q ti • P. GONG. FOOTIN6 _i APER DETAIL 5 I Q • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR • B.O. FOOTING 3-0 " BELOW GRADE MIN. • 1/2" EXPAN51ON JOINT® PERIMETER OF SLAB (WHEN APPLICABLE) ( L • AIR ENTRAIN P. CONC. FOR PORCHES /PATIOS O (WHEN APPLICABLE) MA ■ — — — — — — — - - I \ • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET FOR HEIGHT OF WALL. b SLAB (WHEN APPLICABLE) - OT FOUND 4 POSTS FOR WD. DECK: EXI5TING WD. P.T. POST d P. CCN(:,. PIER UPON FOOTING AS PER I I WINDOW 6�HEAD -a HEIGHT EXISTING DECK DETAIL (TYPJ I I CRAW-SPACE VENT FOR WOOD STAIRS a GRADE: 2 I � O8 4" THK. P. GONG. PAD 8" WIDE x REQ'D LENGTH UPON A-401 b" GRAVEL UNDER 2"x12." P.T. STAIR STRINGERS 0 EXIST. UP r- MAX. 16" O.G.,U.O.N. (MIN. 5 STRINGERS) TYPICAL LEDGER BOARD ® EXT. DECK: ( EXIST. HA�HEAT Oq I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS 2. SECURED w/(2) 5/8" 0 x 5" LONG H.D. 6AL. LAO BOLTS I O a 16" O.G. 5. INSTALL H.D. 6ALV. MOIST HANGERS BY 'SIMPSON' (OR 4. EPROVIDE FLASHING I'UCKED UNDERNEATH SIDING d BENT OVER TOP EDGE OF LEDGER BD. I I V-II" HIGH DUTCH WALL 5. SEE NOTED DETAIL ' I I PROVIDE 3" n I UNRIENFORGED P. - 4 GONG. SLAB UNDER-FLOOR I I 5Qx3 VENTILATION FLOOR PROP. AREA 124 S.F. I GRAWL-SPACE ' ACCESS N I- 5G REQ. S.F. PROV. I I Z VENTO.S S.F. 0.0 S.F. 2 REOVI I PROPOSED 5 CRAWLSPAGEI GRAWLSPAGE O `f 1 I I A-501 PROP. A-501 UTILITY �• `• .. CHASE L I— — — 18 PROJECT: A-40I RAMIREZ 7-4 EXISTING L _ --J EXISTING VENT RENOVATION CRAWLSPACE� 9330 SOUND AVENUE MATTITUCK, N.Y. 11952 i o L DRAWING TITLE: PROPOSED FOUNDATION PLAN t- 4 q 6 3 � A-401 _ _ PAGE: - EXISTING CRAW5PAGE - — _ — --- -- — _ — _ — - - - - A-102m00 - - - - - - - - - - 2a'-Sy2„ s DATE: 05/24/22 6 OF 18 EXISTING WINDOW D N D ARC ��c� M. tiiA� 20'-Sy2 21'-Sy2" _ of 0, 74ab Oe- FROPOSED FCIJNI7ATION FLAN 2,620 S.F. OROSS AREA SCALE: 1/4" = I'-O" OENEF-?-,,AL SY1,-150L <E"i 121- Q U EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT Li IN ~ WOOD FRAME (L.G. 5TL. 0 O WHEN APPLICABLE) - J I EX15TINO TO REMAIN NEW FOUNDATION WALLW >" NEW WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) 25'-b" 41'-a" Z NEW I-HR FIRE RATEDMIN. (2) 2"x4" STRUCTURAL J © ' POST FOR 4" WALLS - L OWOOD FRAME (L..G. 5TLWHEN APPLICABLE) (MIN. (2) 2"x6I- Ln Y" STRUCTURAL V POST FOR b" WALL5), U.O.N. - O O O NEW 2-HR FIRE RATED -►' q" -i'-q" O O WOOD FRAME l5TL. / m WHEN APPLICABLE) Z O FLOOR PLAN NOTES 14 &J/:2'. Io'-o"_ 16'-1�2" Q J DOOR NOTE: QO O I. INSTALL NEW INTERIOR DOORS WHEN GALLED _ OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.INSTALL NEW RIOR:EXTEDOORS WHEN GALLED Z 0) (0 OUT ON PLANS BY 'THERMATRU' (OR EQUAL). - 3.DOOR TYPE TO SELECT 4.INSTALL AS PER MANU SPEG.'s 3.PROVIDE (2) 2'1 HDR.,U.O.N. - - --- -- - - - Q Z 4.5EE PAGE 6-003 FOR ALL OTHER FRAMING K I I NEW DN. - - - - ELEMENTS AROUND DOORS (TYP. FOR ALL)U.O.N. LL Li N 12 Ln w Tq O WINDOW NOTE: 2 I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN �_ ~ 400 SERIES CASEMENT, AWNING OR PICTURE (AS _ (b) RI ® MAX. -i.-15" NOTED); INSTALL AS PER MANU. SPEC.'S. SEE NOTE Oi ti O NATURAL VENTILATION O O " , n , PROPOSED �Q ,,,/� NEW 105 (T) Tr ® MIN. lo" �i IN GLASS WINDOW_ AND DOORS ON PAGE N 2 GAR GARAGE Y U� DN• FLOOR 1'10 S.F. 6-002 FOR MINIMUM REQUIRED WINDOW 500 S.F. AREA � PERFORMANCE. IF CASEMENT WINDOW5 - ALL GSMNT �� _ WNDW5 SHALL HAVE STRAIGHT ARM HINGE WHEN 1 EXIST. WOOD % REQ. S.F. P80V. i W iv OPEN - n -- -- -- DECK LIGHT 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE F / \ D 505 S.F. REQIp 13.6 S.F. 5q.17 S.F. TILT WASH 3.ALL GLAZING WITHIN IES" OF FF AND WNDWSS AT / \ i VENT BATH/SHOWERS TO BE TEMP. 6LREQ'D 6 b S.F. 102.2 S.F. U 4.SEE PACE 0-003 FOR.FRAMING ELEMENTS AROUND W WINDOWS lFOR AL 'x10".L) U.O.N.;PROV. (2) 2 / \ ~ _ J HDR. U.O.N. K ( \ lob EGRESS NOTE: IN COMPLIANCE WITH NEI,,,YORK STATE BUILDING / \ 0" M 2 Q CODE,SECTION 8310.2.1;THE FOLLOWING MEANS OF CED 4 O 103 3 EGRESS SHALL BE FOLLOWED: / \ -- 3, NET CLEAR OPENINO........... 5.1 S.F. / \ _ ---- 12'-b _ Ib'-I" �✓ NET CLEAR HEIGHT............... 24" MINIMUM / \ I IIS EXIST. I NET CLEAR WIDTH................. 20" MINIMUM // `J _ O - DN. --- .- --- J DW 4 * O - 4 3 STAIR RAILING NOT;= lob PR'�P- j I. ALL NEW b O STAIRS SHALL HAVE MAX. -1/4" RI 6 MIN. 10" Oi - GL. - MODIFIED r Tr - CLOSED RISERS I'-O" N _ 6 S.F.-. ! KITCHEN -1 2. 42" HIGH GUARDRAIL d SPINDLE SPAGIN6 NOT TO ALLOW PASSAGE OF A 4" 4) SPHERE;36" HIGH 215 S.F. HANDRAIL d SPINDLE SPACING NOT TO ALLOW -5..0. PASSAGE OF A 4" m SPHERE - z p 3. 61RIPPABLE RAIL AS PER CODE 4 O" 5'-6' , ! MODIFIED MODIFIED A m BEDROOM O SMOKE DETECTOR / GO DETECTOR NOTES: _ _ � O LIVING ROOM 2 0 i -- 1-To S.F. I. PROVIDE CODE COMPLIANT SMOKE /CARBON ,; i m to 200 S.F. MONOXIDE COMBINATION DETECTOR HARD WIRED TO = r- - J EACH OTHER W BATTERY BACKUP. 2.INSTALL ALL AS PER MANU. SPEG.'s Q AGI^ cv 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IN COMPLIANCE WITH LOCAL CODE m 113 = = O NEW WOOD FLOOR: q -- 3'-6" O I 4'-O" 3=-'6" 2'-O" I'1'-3" 3 _b I. NEW J" PLYWOOD 5UBFLO0R BENEATH (GLUE b 5011 --- 7'-O" - - ITERIORERIMETER OF SHEATHING 4" O.G. 8 12" O.G. ® III In PROP. 4- 2.NEW FINISH FLOOR PER H.O. SELECTION m -' - - 114 IC 10 O6 NEW TILE FLOOR: _ - I. NEW TILE FINISH (H.O. 70SELECT) UPON 6 = n \ m PROP. 2.ONE LAYER THIN5ET(LEVELED PROPERLY) UPON r �+ - -- -- - - WALK-IN - �t -4'-0..:; GL. m 3.NEW�" DUROGK GEMEhITBOARD (08 EQUAL) UPON PROPOSED 116 4.NEW " PLYWOOD 5UBF'LOOR BENEATH (GLUE 4 5GREW); MUDROOM - - I 501 PERIMETER OF SHEATHING 4" O.G. d 12" O.G. ® loo S.F. - b'-5" -(V 5M/GO - ! INTERIOR. _ _ O I' LIN GLST. I' LIN. CL5T. -- BEF.; WZ ET BAR I X -"-.0,.- - O ® ® 7 NEW LAUNDRY ROOM PROP. UTILITY: -- I. NEW WASH/DRY HOOF: UP ' - z CHASE 4'-O" PROP. 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s `ti P41 51ZE OF EQUIP. O=� 265 S.F. cV �� _� ' � FOYER L ML 3.PROVIDE HOOK UPS A5 REQ'S PER MANU. I¢!^1.X3QH. 2-"i" 5'-5" m --- - w ACCESS r - - O fill 0 G HATCH r cY OPEN TO� - III 112 '' PROPOSED - U LD DUGTREXHAUST SHALL TERMINATE TO EXTERIOR n O PANTRY III ui - ABOVE I I BATHROOM � -- I- -- --- - - - - I-I 25 O NEW UP - 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY - PROP• -� I-I OPENIN65 A-301 O GL. t� - - - __ 1 A-301 3.DUCT SIZE AS PER MANU. 3'-3" 101 N 4.DUCT SHALL BE EQUIPPED H/A BACKDRAFT DAMPER O O I 5 S.F. 4 \ b 5. TRANSITION DUGT5 SHALL NOT BE CONCEALED WITHIN - - =' _ CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO IIS Qi CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM b'-O" 8'-10" SM/GO i6 m O Qp SHALL BE LIMIr To EXCEED b FEETEAND SHIALL NOLE BEELISTED AND LABELED iVII" 3'-3" 11 IN ACCORDANCE WITH UL 215aA. ! - �O, _ rj PROJECT: b.EXHAUST DUCTS SHALL. BE MIN 0.016" THK 81GID METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS D N IOq `moi PROP. RUNNINO IN THE vIREcrION OF AIR v RAMIREZ Ill SHAH NOT BE CONNECTED WL� 5HEET-METAL Sol _ O ' MODIFIED 6 viV 110 LAUNDRY L T ROOM GR.r 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER `' O' DINING ROOM PROP. 60 S.F.1P 6 RENOVATION LOCATION TO THE WALL OR ROOF TERMINATION. THE O - 145 S.F. - 1'-6' T MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 - PWDR. - r FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° �'-I T f �� 1 BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES p 28 S.F. _ m NOT INCLUDE THE TRANSITION DUCT. �p 102 1 5-o" 5'-4y2 9330 SOUND AVENUE �0 Oa TYPICAL BATHROOM NOTE: - I. WALL BOARD 14'-3y2" 3'-5" 2" MATTITUCK, N.Y. 11952 I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN ALL BATHROOMS --------- _. 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND j- TUB SURROUNDS E DRAWING TITLE: 2. SHOWER FLOORS b'-I" 8'-by2" 2'--►y2" PROPOSED FIRST FLOOR PLAN 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON 2.2. CONGR.E I E MUD-SET(SLOPE I/b" PER FOOT - PROPOSED 31 TOWARDS DRAIN) UPON Q COVERED - - - NATURAL LIGHT � 2.3. WATER PROOF MEMBRANE TO COVER SHOWER PORCH K VENTILATION FLOOR, WRAP DRAIN d ATLEA5T la UP WALLS 220 S.F. FLOOR 305 S.F. O ELECTRICAL METER: NEW 0 r AREA EXIST. GREAT 1. REMOVE d RESET EXIST. ELEC. METER A5 DN. �o % REQ. S.F. PROV. ROOM PER NY5 MECH. GORE, 8 UTILITY GO. cV - -- --- - ----- - 305 S.F. STANDARDS200 AMP PANEL 26'-5y2" LIGHT 24.4 S.F. 5-i.b S.F. PAGE: 2. INSTALL NEW ELECTRICAL m __-- - - --- _- --_ - -- -- - --_ NT 12 2 S.F. 32.4 S.F. 5 - AS PER NYS ELECTRICAL CODE VE ' 10 PROVIDE (2) NEW 5 TON A/C CONDENSERS: A-i 1. UNITS BY "RHEEM" OR APPROVED EQUAL ■ 2.PROVIDE TONNAGE FOR FIRST FLOOR "ZONE 1" d f? SECOND FLOOR "ZONE: 2" ® MASTER SUITE, "ZONE 3" K REMAINING SECOND FLOOR AREAS 3.INSTALL AS PER MANUFACTURER SPECS w � O' 4.INSTALL UPON CONCRETE PAD AS PER DETAIL DATE: 05/24/22 7 OF 18 O - N II PROVIDE (1) NEW 5 TON HYDRONIC AIR HANDLER: ili _j I. UNIT BY "RHEEM" OR APPROVED EQUAL 2.PROVIDE TONNAGE FOR SECOND FLOOR "ZONE 2" MASTER SUITE, "ZONE 5" REMAINING SECOND FLOOR D 2 D AREAS 3.UNIT TO BE INSTALLED IN ATTIC FIRE RATED GARAGE WALL AND CEILING: I.T. 7'-6" 20'-5y2" 21'-by2" (JPO 00 C�(A, pOC �� 12 PROVIDE J" "TYPE X" FIRE RATED SHEET ROCK 115w- AT CEILING AND WALLS r ^+ C �-A FROPOSEFIRST FLOOR PLAN j D a 1�� I'J � 4,� I( s � r�� �� �p I-���,0 � cn � ;' G �: S.F. `AE31TAE3LE SFAl 5,54cl S.F. OROSS AREA SCALE: I/4" = I'-o" SEE FA0E A-201 .00 FOR GENERAL S)"I'ME30L <E"*r : EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT Z WOOD FRAME (L.G. STL. W OO I EXISTING TO REMAIN -I WHEN APPLICABLE) 67'-2" L1J �//1"� J 1- r NEW WOOD FRAME (LLLI ..G. NEW FOUNDATION WALL 11 __ _ 25'-6" STL. WHEN APPLICABLE) v � Z NEW I-HR FIRE RATED © - O J MIN. (2) 2"x4" STRUCTURAL e O = Z WOOD FRAME (L.G. STL. POST FOR 4" WALLS - _J WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL POST FOR 6" WALLS), U.O.N. 8'-9" 8'-9" � O O NEW 2-HR FIRE RATED WOOD FRAME (LG. 5TL. A 0- L�n} 0:WHEN APPLICABLE) >_ 'V m _ � O FLOOR PLAN NOTES \ / / I Q W _ J O 1. INS ALL NEN INTERIOR DOORS WHEN GALLED T-4" HIGH WALL -7'-4" HIGH WALL _j 0 O OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED Z O m OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 3.DOOR TYPE TO SELECT I O 4.INSTALL AS PER MANU SPEC.'s - 3.PROVIDE (2) 2"x8" HDR.,U.O.N. - - -- - - - - 4.SEE PAGE 5-003 FOR ALL OTHER FRAMING ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. A IVAULTED ALL W CD WINDOW NOTE: CEILING L ) '� 1 ABOVE Vo- `" r- O Ln O I. ALL NEW WINDOWS b DOORSSHALL BE ANDERSEN ' Q 400 SERIES CASEMENT, AWNING OR PICTURE (AS _ _ NATURAL LIGHT NATURAL LIGHT $ NATURAL LIGHT I$ NOTED); INSTALL AS PER MANU. SPEC.'S. SEE NOTE Q o VENTILATION VENTILATION VENTILATION #9 IN "GLASS WINDOWS AND DOORS" ON PAGEFLOOR FLOOR in ry `9 - 6-002 FOR MINIMUM REQUIRED WINDOW � PROPOSED 620 S.F. 135 S.F. FLOOR 120 S.F. PERFORMANCE. IF CASEMENT WINDOWS - ALL GSMNT /T\\ MASTER AREA AREA AREA WNDWS SHALL HAVE STRAIC-+HT ARM HINGE WHEN BEDROOM % REQ. S.F. PROV. % REQ. S.F. PROV. % REQ, S.F. FROV. W OPEN 400 S.F. LIGHT LIGHT LIGHT 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE 2 49.6 S.F. 98.7 S.F. 10.8 S.F. 31.5 S.F. 9.6 S.F. 43.3 S.F. _ I REG REQ'D REQ'D TILT WASH / \ (LnN - - VENT VENT VENT U 3.ALL GLAZING WITHIN IS" OF FF AND WNDWS AT p 6 cu 24.8 S.F. 44.4 S.F. 5.4 S.F. 1-1.4 S.F. 4.8 S.F. 20.2 S.F. BATH/SHOWERS TO BE TEMP. GL. ' r O - REQ'D REQ'D REQ D LIJ 4.SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND H V WINDOWS (TYP. FOR ALL) U.O.N.;PROV. (2) 2"x10" _ ! J HDR. U.O.N. NEW -1'-I" 14'-8y2" 13'-4y2" 6'-6" � EGRESS NOTE: IN COMPLIANCE WITH NEW YORK STATE BUILDING -DN' -- - Q L Q P P Q d7 CODE,SECTION 8.310.2.1;THE FOLLOWING MEANS OF 7'-4" HIGH WALL - EGRESS SHALL BE FOLLOWED: - - - -- --- -- NET CLEAR OPENINO........... 5.1 5.F. rL rL p y NET CLEAR HEIGHT............... 24" MINIMUM -5"p 12'-O" NET CLEAR WIDTH................. 20" MINIMUM . ,. D77 3 STAIR # ROILING NOTE: I. ALL NEW STAIRS SHALL HAVE MAX. 8-I/4" RI 6 MIN. 10" - ® ® A Tr - CLOSED RISERS 2. 42" HIGH GUARDRAIL d SPINDLE SPACING NOT TO PROVIDE EXPOSED CATHEDRAL ALLOW PASSAGE OFA 4" SPHERE;36" HIGH NON-STRUCTURAL PROPOSED HANDRAIL d SPINDLE SPACING NOT TO ALLOW WOOD BEAMS CEILING ABOVE BEDROOM _ _ _ _ O PASSAGE of A 4" S SPHERE 120 S.F. PROPOSED @T PROPOSED SM/GO 3. 6RIPPABLE RAIL AS PER CODE I _ FAMILY ROOM H 04 SMOKE DETECTOR / GO DETECTOR NOTES: _ _ I BEDROOM MASTER 5M/GO 135 S.F. I. PROVIDE CODE COMPLIANT SMOKE /CARBON (V " MONOXIDE COMBINATION DETECTOR HARD WIRED TO _ 201 EACH OTHER w/BATTERY BACKUP. - - 2.INSTALL ALL AS PER MANU. SPEG.'s -- 3.SMOKE DETECTOR AND GAR'.BON MONOXIDE DETECTOR �_br"Y:2. - PROP.IN COMPLIANCE COMPLIANCE WITH LOCAL CODE WALK-IN _ N CCL Q - O NEW WOOD FLOOR: CATHEDRAL NEW II - 30 S.F. I. NEW " PLYWOOD SUBFL00R:BENEATH (GLUE d SCREW); O - DN. N 1- - SCREW PERIMETER OF SHEATHING 4" O.G. d 12" O.G. ® r CEILING ABOVE T 8'-3" • INTERIOR. 02 Q uji 5M/CO - - -- 2.NEW FINISH FLOOR PER H.O. SELECTION - - - Ii O NEW TILE FLOOR: O I m - - - I. NEW TILE FINISH (H.O. TO SELECT) UPON cV _ (( /GT 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON / - 3.NEW 4" DUROGK CEMENTBOARD (OR EQUAL) UPON 7 9'-II" 4' 0"- _ 6 00 4.NEW J" PLYWOOD SUBFL00R.BENEATH (GLUE t SCREW); r "i'-6" - 8 SCREW PERIMETER OF SHEATHING 4" O.G. $ 12" O.G. ® ---- INTERIOR. -- _- PROP. PROVIDE EXPOSED N WALK-IN - NON-STRUCTURAL PROPOSED O NEW LAUNDRY ROOM: ` BATHROOM WOOD BEAMS X `__- \' � 43 S.F. - 4 - - 55 S.F. I. NEW WASH /DRY HOOK UP r 2QW.X52H. 2.COORDINATE LAUND. ROOM d DOOR DIM.'s I ACCESS - - w/51ZE OF EQUIP. li }} 3.PROVIDE HOOK UPS AS REQ'S PER MANU. HATCH - _ C -� 5M/GO I Z OPEN TO IE� w r + in BELOW -DRYER EXHAUST NOTE: - / rvI. DUCT SHALL TERMINATE TO EXTERIOR n - - - - -- 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY t I] - OPENINGS 15 I AS PER MANU. - I-1 - ------ -- 3.DUCT SIZE A-301 � 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER T PROP. PROP. p A-301 5. TRANSITION DUCTS SHALL NOT BE CONGEALED y,ITHIN m CL• 212 211 WALK-IN �; p CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO B S•F• -(� -- CL• '� - m H CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 43 S.F. - NEkq p SHALL BE LIMITED TO 51NGL.E LENGTHS,NOT TO UP EXCEED 8 FEET AND SHALL BE LISTED AND LAEELED IN ACCORDANCE WITH UL 2159>A. - - - 6.EXHAUST DUCTS SHALL BE MIN O.OIb" THK RIGID / PROJECT: METAL w/SMOOTH INTERIOR.SURFACES WITH JOINTS RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST - '/�� \ _ DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 3'-I" "1'-O' SCREWS ��� �' = 8 � RANIIREZ '1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER _ PROP' Oi 214 r 6T LOCATION TO THE WALL OR ROOF TERMINATION. THEtu PROPOSED 'j Z O WALK-IN SM/GO = RENOVATION MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 ' CL• 204 - FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 90° �p BATHROOM / ; 3o S.F. 14o s.F. 6 �! � 8 6" _ PROPOSED ' I'-5" :t --- BATHROOM �_ 55 S.F. BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. -- - -_- - LINEN J 9330 SOUND AVENUE OS TYPICAL BATHROOM NOTE::_ PROP. I. WALL BOARD o 2O5 WALK-IN o MATTITUCK, N.Y. 11952 I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN ----_._---- � - F ALL BATHROOMS 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND N TUB SURROUNDS 207 O I 206- a S.F. - m - DRAWING TITLE: 2. SHOWER FLOORS G B SM/GO SM/GO R - - -- - ---- - 6'-I" b'-I" PROPOSED '�� ' 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON rL GL BEDROOM Fi b'-5" �" r PROPOSED SECOND FLOOR PLAN 2.2. CONCRETE MUD-5ET(`.SLOPE I/8" PER FOOT 12'-2" 8'-3y2„ 155 S.F. TOWARDS DRAIN) UPON 2.3. WATER PROOF MEMBRANE TO COVER SHOWER D i- F=LOOR, WRAP DRAIN $ ATLEAST IS" UP WALLS - ' O ! �- � PROPOSED O ELECTRICAL METER: N - BEDROOM cV 130 S.F. ❑ I. REMOVE d RESET EXIST.ELEC. METER AS 0 � PER N Y5 MECH. COVE, d UTILITY CO. it '" NATURAL LIGHT $ NATURAL LIGHT $ PAGE: STADS 2. INSTALL NEW ELECTRICAL 200 AMP PANEL m VENTILATION VENTILATION AS PER NYS ELECTRICAL CODEFLOOR FLOOR -- - - H AREA 155 S.F. AREA 130 S.F. - Olo PROVIDE (2) NEW 3 TON A/C CONDENSERS: I _ % REQ. S.F. PROV. % REQ. S.F. PROV. A-10 ALI SOO . UNITS BY "RHEEM" OR APPROVED EQUAL LIGHT LIGHT 2.PROVIDE TONNAGE FOR FIRST FLOOR "ZONE P d SECOND FLOOR "ZONE 2" ® MASTER SUITE, "ZONE 3" r REQ D 12.4 S.F. 52Z S.F. REQ,D 2 10.4 S.F. -18 S.F. Q D 6.2 S.F. 22.8 S.F. Q D 5_2 S.F. 17.8 S.F. F DATE: 05/24/22 8 O F 18 REMAINING SECOND FLOOR AREAS VE 3.INSTALL A5 PER MANUFACTURER SPECS 4.INSTALL UPON CONCRETE PAD AS PER DETAIL 10'-2" II PROVIDE (1) NEW 5 TON HYDRONIG AIR HANDLER: I. UNIT BY "RHEEM" OR APPROVED EQUAL 2.PROVIDE TONNAGE FOR SECOND FLOOR "ZONE 2" MASTER SUITE, "ZONE 3" REMAINING SECOND FLOOR R R AREAS 3.UNIT TO BE INSTALLED IN A-FTIG FIRE RATED GARAGE WALL AND CEILING: 25'-O" 2o'-5y2" 21'82" 12 PROVIDE J" "TYPE X" FIRE RATED SHEET ROCK 61-2 AT CEILING AND WALLS FROFC51:1� 5E00ND FLOOR FLAN ll /� SCALE: 1/4" = 1'-O" '. 2,�'3� S.F. T�TJ'"��I T>$�L� SP>�G�; 2,43�J S.F. CROSS ,4R�>4 � 0P NC�'� SEE FADE A-201 .00 FOR NINI:�)ON DOOR SCHEDULE ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "0-005" FOR NAILING 4 STRAPPING DETAILS. EXTERIOR FINISH TO BE BLACK. a **5EE DOOR 50HEDULE FOR ALL OLA55 DOORS FROM SAME MANUFACTURER** LLJ C) WINDOW CHART Lu C%j ELu GRESS ROUGH OPENING WINDOW DIMENSION CLEAR Q W � TAG TYPE MODEL # OPENING TEMPERED cc Ix WIDTFf REQ'D: 20 Ip Z -- �( HEIGHT REQ D:2 WIDTH HEIGHT I WIDTH HEIGHT OPEN REOb: 5.'t S.F. A (2) TW21036 5'-0 L3-8 JL:2-- LO J DOUBLE-HUNG - - -- B DOUBLE-HUNG TW2436 2'-6 3_5 2'_5 -- _ - 3'-a [�( -- - ---- ----- ---- -- -- -- r-- --.w - ------ - -- - . N 0 Lo w- 0 0 0 G DOUBLE-HUNG TW2646 2'-b 4'-5 2'_7 4'_5 --- - -- - ---- _-�.. -- -_ -- n - - _ �.,��.._:s=-�._li�- �:_-� D DOU�B(E)HUNGj (2) TW21046 3'-0 4'_5 l 2'-II 4'_5 - - -.-- - - -- ___-_- - = -- - - _- O - L -- __ - J -� - - - - -- E OU (5) TW21046 3'-O --1 - -4._5 -- DOUBLE-HUNG -- -- - --- ----- ------ - F AWNING AX51 3'-O 2'-b" 2'-11 Ell 2'--7 1" LLJ 00 -- - ----- --- - G DOUBLE-HUNG TW20210 2'-:2 5'-0 2'_I 5'_0 �� --- - - - - = -=_-�-- -�- - ---- - w=-_� - _- - - ---- _- - G ` - _ � (0 GT DOUBLE-HUNG TW20210 3-O -_- C ��� H (2) AWNING (2) AX31 3'-O " 2'-b" 2'-II " 2'--7 - - ` - - ---- J (3) AWNING (3) AX51 I -5'-0 IF2-b :2'-Il 2-�i - -- -- - -- = -- - - -- L!� LO Q K DOUBLE-HUNG TW21046 3'-O 4'_811 2'-II �� 4'_5 �� --- 3 - -_ --- - =--- -- r-I J 0 L PICTURE DHF410410 4'-II �" 5'-O �" 4'-II " 5'-O �" \ - /O \� 7 --- - M f (2) (2) TW2652 2'-b J" 51-4 g" 2'--7 J" 11 3�_4 J" S O O O O O uj DOUBLE-HUNG N (2) AWNING (2) AX251 2'-5" 2'-b" 2'-7 " 2'-7 P l3) �� (3) I�L--5'-O 5'-O -- - 2'-I I 5�_p 5.81 S.F. W DOUBLE-HUNG (5) 51-0 - - — U - - 0 DOUBLE-HUNG � TW210410 5'-0 �" 5'-0 �" 2'-II �" 5'-O �" 5.51 S.F. R f (2) (2) GXW145 3'-0 4'-5 2'-I I a" 4'-4 Ell 10.0 S.-F. .� - I CASEMENT 11 - - - --- - DOOR SCHEDULE ■ El D ■ El F-1 [:11:11 0OG) O D 1-1 [[A:] 4 DOOR ------- -MATERIAL1:1 F1- a -- - [A TAG DESCRIPTION MANUFACTURER p U1 NOTES WIDTH HEIGHT I� 4 El ■ P11 ❑ 1:1 EJ ■ ■ 5 101 -_ --- 102 F.F. FIRST FLOOR =--- ---- ❑ ❑ ❑ ❑ ❑ ❑ ■ -- - - 101 �5WINO THERMATRU 2'-6" .7'-0" NORTH ELEVATION (F ISO I�T) 102 SWING THERMATRU 3'-O" 7'-O" F-01 �� 50ALE: 1/4" = 1'-0" -77 I __�C____ 105 5 PANEL SLIDERS q'-O" 7'-O" • 104 4 PANEL SLIDERS 12'-O" 105 SWING THERMATRU 2'-5" ?'-O" I • II I�- �,I 106 SWING THERMA'7RU 2'-8" 7'-O" i 0 HOUR, SELF � J CLOSING, STEEL 1017 5AOVERHEAD I� I6'-O" 7'-O" I- • I� -II GARAGE I 11 IOb DOUBLE 5WING 10'-O" 7'-O" • IOq -- ----SWING-- --� JELD-WEN __ 2'-0' 7'-O° IL� 110 SWING JELD-WIEN 2'-5" 7'-O" • ����' III SWING � JELD-WEN 2'-b" 7'-O" ! • I�� I g O 112 SWING JELD-WEN 2-oil 7-O • v -IF - -- -' L��L-� -- - ------ -- I 113 DOUBLE SWING JELD-WEN 4-O 7-O • - I '- I ------ --- -------- -- --- -- 114 SWING JELD WEN 2 6 -V-0 • � '`"s"�"�' - ___ ___- _ _____ - 15 POCKET 11--J-ELD-P�ENJ 2'-O" 7'-O" • - - -- -- - -_---- -_ _- ---- -_ -- - - - o IIb I SWING JELD-WEN 5'-0" 7'-0" • - -- -- -- --- PR0 ECT• 117 SWING l JELD-WEN 2'-b" 7'-o" • - - - - - --_-__-- - RAMIREZ I lb SWING JELD-WEN 2 Oil -71-01. • _ N - - - --- -- ENOVATIO -- - -- 1. -PIE � --IIq SWING CUSTOM 2-O 4-O -- - ---- - -- - - - - --- - --- --- - - -= - SEGOND FLOOR - -- - ---- --- - 201 SWING JELD-WEN 2'-6" 7'-O" --- 9330 SOUND AVENUE - - MATTITUCK, N.Y. 11952 202 SLIDING JELD-WEN 4'-O" 7'-O" • - --- --- - 205 5WING JF -WEN 2'-0" 7'-o" DRAWING TITLE: T - � \ / \ [/hH \\ // \� PROPOSED EXTERIOR ELEVATIONS 204 SWING JELD-WEN :21-0- 7-O �� � �� 205 SWING JELD-WEN-- -- 2'-b" 7'_011 • �I J O E-206 SLIDING :11 JELD-WEN 4'-0" 7'-0" • II - 207 SWING AJELD-WEN 2'-b" 7'-O° �11L�I II I II -F.F. F.F. \ PAGE: 205 DOUBLE SWING JELD-WEN 4'-O" 7'-O" • I� - �� -1 1 2® m ® 20q SWING JELD-VJEN 2'-6" 7'-O" • -IF - 210 SWING JELD-WEN 2'-O" f 7'-O" l ( 1 l 211 SWING JELD-WEN 2'-0" 7'-0" - --- --- DATE: 05/24/22 9 OF 18 o - 212 - - SWING JELD-WEN L2'-O" 7'-O" • O LLQ- O O -----IF- -IF-�l _ t� 213 SWING JELD-WEN----- - 21-oil - -IL A - --- _ 21471 5wING JELD-WEN 2'-b" 7'-O" • ! F.F. _ _ ` �Yr F.F. NEST ELEVATION LEFT S I 1 )E � � �_: :� � � 50ALE: 1/4" = 1'-O" Q�374 �' �a4 a. O ELEVATION NOTE 3 Q U p L O Z O SEE AL50 NOTES AT SECTION J = N IA WHITE HARDIE BOARD b BATTEN W cc IB HARDIE GEMENT LAP SIDING; WHITE Z NEW ROOFING NOTE (TYP): O J Z O SEE ALSO NOTES AT SECTION _� - �. 0) C) NEW METAL ROOFING -- ---- ---- ---- - -- - -- -- - -- - _ u- Cr m -------- ---- - -- -- - 2B NEW ASPHALT SHINGLE ROOFING BY 'SAF' (OR EQUAL) = p (MIN 50 YR. WARRANTY) _- �. - _--=— \\ ^-=— - --= Z it UJI NEW 6" SEAMLESS GUTTERS 4 DOWNSPOUTS; WHITE - - -_------ 3 (TYP) ALUMINUM HALF ROUND - --- -_- - - - - ----- - ,d O STRUCTURAL COLUMNS b HEADERS TO HAVE WHITE FINISH; --. _ 4 —-- _-==-- — - =-- BUILDING SECTION NOTES d 0)Q U NEW ROOFING NOTE (TYP.): 67 OI I. INSTALL NEW ROOFING AS NOTED ON ELEVATIONS -J TA 2.INSTALL ICE AND WATER SHIELD FROM FASCIA /��J �- Ti uj UP TO 24" FROM IN51DE FACE OF STUD WALL AND AT VALLEYS OVER _P_ROPO_SED_RIDOE HEIGHT Q W >: 3. INSTALL 15 # BUILDING FELT (U,O.N) OVER ELEV. +31.5' Z 4. 1/2" GDX PLYWOOD 5HEATHINO (BLOCK ALL Z SEAMS) Y 5. GAP SHINGLE OVER RIDGE d HIPS (AS REQ'D) Lo b. PROVIDE RIDGE VENT (AS REO'D) 7. FLASH ALL VALLEYS 0 c) 0 S.INSTALL DRIP EDGE (BLACK) A5 REO'D a Lo w 9. INSTALL ALL A5 PER MANU. SFEG.'s Z OTYPICAL ROOF 8 CEILING CONSTRUCTION: • NEW ROOFING AS NOTED • 1/2" GDX PLYWD SHEATHINO(BLOCKINCv ® ALL F- � PLYWD SEAM5) Z LLL • R.R.,G.J., d G.T. AS NOTED ON PLANS (® SPANS ---_- - Q OVER V INSTALL "X" BRIDGING a CENTER OF SPAN,U.O.N) - - - - - ---_ - J 00 Ict C) • PROVIDE R-50 BATT INSULATION 1^,V 5" SPRAY - --- 2 Q Z FOAM — --— R� - --- - —LL> TYPICAL EXTERIOR WALL CONSTi?UCTION (TYPJ: _ - -__ -- --- --- -- O3 • UPON "TYVEK" HOUSE WRAP (OR EQUAL) - - - — __-- -- -_-_ ---- - - V QZ >: • UPON 1/2" GDX PLYWD. SHEATHING (BLOCKING ® -- -- - - m ALL PLYWD SEAMS) ----- ---- n1 O ----- m J CV • 2"xb" 5TUD5 ® Ib" O.G. w/DBL. TOP PLATE _ ----- - --- _ ---_ w V- W (D • PROVIDE 2" SPRAY FOAM (R-14);PLUS R-II BATT INSULATION;TOTAL R-25 _ ---- _ z I,.- m Lo tu • 5/8" GYP5UM BD. WALL FINISH — - ® 0 EXIST. EXTERIOR 2"X4" STUD WALLS PROVIDE NEW 3" O SPRAY FOAM (R-21) ONEW SIDING NOTE (TYP.): W I. INSTALL NEW SIDING A5 CALLED OUT ON ELEVATIONS EX_15TIN_O SECOND_FINISHED FLOOR 2."TYVEK" HOUSE WRAP (OR EQUAL) PROP. PROP. PROP. P. PROP. OP05ED ELEV. +10.9' I=- 00 5. INSTALL ALL AS PER MANU. 5PEG.'s j 0 4.PROVIDE ALL NECESSARY TRIM FOR PROPER c GL. HALLWAY WALK IN CLOSET FAMIL RM. HALLWAY —/ Lu INSTALLATION BATHROOM 5. 51DING SHALL EXTEND TO TOP OF FOUNDATION l 3 = J WALL - - ---- U J TYPICAL FLOOR CONSTRUCTION: ------_- ---_ -_ -- -- 4 Q O5 NEW F.J. PER PLAN • 3/PLYWD SEAM5)4" GDX PLYWD SHEATHING (BLOC:KINO ® ALL [1E11J � � IL � ❑ = H • F.J. AS NOTED ON PLANS (® SPAN°, OVER 8' _ INSTALL "X" BRIDGING ® CENTER OF SPAN, o r w U.O.N �.. .- . • PROVIDE R-300 BATT INSULATION • SPRAY FOAM AT RIM JOIST;PERIMETER OF ❑ 1[j] lu ❑ PROP. PROPOSED 5 11-:11 El ID 0 ED 0 :1 EXIST. FIRST FINISHED FLOOR BUILDING ❑ ❑ ❑ PROPOSED PROP. PROP. FOYER HALLWAY BATHROOM ,�_ ELEV. +2.2' ITMUDROOM XXI �XXzz��� �xx���� �������77 zzPXXxxA>>NTxxR��Y>> xx������� �xx -������-��- XX�������� ������-��)- xxxxxx��-�KITGHEN-))_L.R. >>_BExxY))OND��)>>---- > � �_-_-----)-----7 -- ) ���7 ���7 �t��>- -xx-xx XXxX7 ����) xxx� ----� \ UC �XXm mW6"SWA<XXXXS mWi CXXXYJ mwi �XXXX) .XXXJU CXXXX) �XXXXS .JCXXYJ ITC .'XJCJC4BEYOND) '%7(SX3'c]lXSX3 :XXJUU YJ(XYJ XJCXS3 AX, :XXXXS CXXXX) :YXXX) CXX XJC3 <XXX_XS MW, tommi ■ ■ ■ ■ El ❑ [Ell ■ BASELINE PROP05ED EXISTING ELEV. +O.O' CRAWLSPAGE CRAWL5PACE ------------- GRAWLSPAGE ELEV. SEOT 1 ON I -I/A-301 SCALE: 1/4" = I'-0" z w O U - -- - — PROJECT: 2 --- PROPOSED RIDGE HEIGHT - _ - - - -- - --- - - - ----------------------------- - ELEV. +23.5' RAMIREZ RENOVATION GT AS PER PLAN11 11 11 L11 11 11 1-r - -- -- -- - - 9330 SOUND AVENUE MATTITUCK, N.Y. 11952 DRAWING TITLE: 3 BUILDING SECTIONS r EXISTING SECOND FINISHED FLOOR - ELEV. +10.9' PROPOSED -- - - --_- - MASTER BEDROOM - -- - -- - BU I LD I NC SEOTI ON NOTE5 Q U NEW ROOFING NOTE (TYP-): OI I. INSTALL NEW ROOFING AS NOTED ON ELEVATIONS —i ? r 2.INSTALL ICE AND WATER SHIELD FROM FASCIA rj UP TO 24 FROM INSIDE FACIE OF STUD WALLrl AND AT VALLEYS OVER Q W Z 2' 5. INSTALL 15 # BUILDING FELT (U.O.N.) OVER 4. 1/2" GPX PLYWOOD SHEATHING (BLOCK ALL O Z J .! }, SEAMS) J : 5. GAP SHINGLE OVER RIDGE $ HIPS (AS REO'D) J 1 u) Y 6. PROVIDE RIDGE VENT (A5 REO'D) car: 6 0) 7. FLASH ALL VALLEYS 8.INSTALL DRIP EDGE (BLACK:) AS REO'D Q. Q. INSTALL ALL AS PER MANU. 5PEC.'s `VAULTED CEILING It m TYPICAL ROOF 8 CEILING CONSTRUCTION: TYz O NEW ROOFING AS NOTED BELOW = Q • 142" GDX PLYWD SHEATHING (BLOCKING ® ALL I— fr PLYWD SEAMS) Z LLJ • R.R.,G.J., 3 G.T. AS NOTED ON PLANS (® SPANS J OVER 8' INSTALL "X" BRIDGING ® CENTER O D _ J 00 SPAN, U.O.N.) O i Z C) • PROVIDE R-30 BATT INSULATION W/3" SPRAY FOAM TYPICAL EXTERIOR WALL CON15TRUCTION (TYP.): JT-i O Y O3 • UPON "TYVEK" HOUSE WRAP (OR, EQUAL) Z >: 4 • UPON 1/2" GDX PLYWD. SHEATHING (BLOCKING Z ALL PLYWD SEAMS) W 2 • "xb" STUDS ® 16" O.G. w/DBL. TOP PLATE • PROVIDE 2" SPRAY FOAM PLUS R-II BATT RAFTER ENDS-NO WALL HEIGHT L' T-i INSULATION;TOTAL R-25 I` Lo • 5/8" GYPSUM BD. WALL FINISH ( O EXIST. EXTERIOR 2"X4" STUD WALL.5 PROVIDE NEW 5" SPRAY FOAM (R-21) ONEW 51DINO NOTE (TYP.): Lu I. INSTALL NEW SIDING AS GALLED OUT ON Ix ELEVATIONS 2. "TYVEK" HOUSE WRAP (OR EQUAL) GEILIN&S LE ow� 1 5. INSTALL ALL AS PER MANU. 5PEC.'s n IU 4. PROVIDE ALL NECESSARY 'TRIM FOR PROPER G� INSTALLATION 0 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL TYPICAL FLOOR CONSTRUCTION: r O5 NEW F.J. PER PLAN • 3/4" GDX PLYWD SHEATHING (B!-orKING ® ALL PLYWD SEAMS) • F.J. A5 NOTED ON PLANS (® SPANS OVER 8' INSTALL "X" BRIDGING ® CENTER OF SPAN,. U.O.N) • PROVIDE R-506 BATT INSULATION t • SPRAY FOAM AT RIM JOIST;PERIMETER OF O �u CATHEDRAL NEN BUILDING >� GEILIN6 BELOW _D_N_. RIDGE HEIGHT - 10'-1/2" _ D43 ww PROPOSED ATTIC IUNFINI $> UNCONDITIONEDzl� I-I --- I-I i A-501 A-501 O i1 \ – w Li > WALL HEIGHT -4'-7" / \ r � I \ 12 ui W mac--i - - — -- x O _ -_ - - _ - _ p I PROPOSED ATTIC U --- ---- __ F I UNFINISHED; _ am UNCONDITIONED cc Lu --- _ Q Io:12 SLOPE 10:12 SLOPE ? o - - ABOVE ABOVE PROJECT: LL PROPOSED R A 1 r 1 I R EZ BATHROOM — � R E IV OVATI 0 RI o j ---- --- _- -= - G 9330 SOUND AVENUE i 10-1�2„ �,2 ' -' " MATTITUCK, N.Y. 11952 0 0 o Y i DRAWING TITLE: PROPOSED FROFOSEO ) ATTIO PLAN MASTER BEDROOM - -- - - - - - -- = BUILDING SECTION - - SCALE: 1/4" = I'-O" PROPAN P -- - - -- - - -,-- - - ATTIC PLAN 3 -_ -- - - - F - X PAGE: - X - A-3002m00 5I I PROPOSED --- FZOP. KITCHE L DINING ROOM LIVINS ROOM BEYON - - --- - DATE: 05/24/22 12 OF 1S XN'MidMrau.eey 'A /371 ter i SEGT I ON I -I/A-502 SCALE: 1/4" = I'-O" Q U TYP. ROOFING (SEE W Z O SECTION NOTES) W CV TYP. ROOF CONSTRUCTION = (SEE SECTION NOTES) N Q W R pLp` W >; SIMP50N' H2.5A R FLOOR SYSTEM AS RAFTER TIE fL• O NOTED ON PLAN J = NEW b STL. GAP PL. 'A' FLOOR WOOD BEAM O ) 0 WELDED TO COL.;SEE AS NOTED ON PLAN GAP PL. DETAILS NEW 3-I/2" O.D. SGH 40a �- NEW BASE PLATE 'A' HOT DIP QALY. STL. COL. FASCIA BOARD G.J. AS PER PLAN 't m WELDED TO COL.;SEE (ASTM AI25) AS PER 0 BASE PL. DETAILS FOR FOUND. PLAN BY SIMS Z H BOLTING STEEL (OR EQUAL) � EXIST. P. GONG. SLAB BEAM AS PER PLAN Z Lu PROVIDE GOLD JOINT (PATCH AS REQ'D) Q AT CONC. SEAMS (TYP.) J 00 "SIMPSON" P064 NEH "SIMPSON" LUS26 (FOR 5 PLY BM) Z 0) O �; •°;i "51MP50N" 5052-2/4 GALVANIZED JOIST (FOR 2 PLY BM) HANGER v ✓C a° ° J DECK BOARDS P.T. DECK JOISTS AS Z >; d" NOTED ON PLANS Q Z r-I EXIST. GRAVEL - ° BASENEW (5) #5 HOR. W W " I REBAR UPON (5) #5L0 Im %-I 5/4" x REQ'D HOR. REBAR((o TOTAL) HEIGHT P.T. RISER ° o ° ° EXIST. EXTERIOR NEW 24"x24"x12" SHEATHING O = � DEEP P. GONG. PAD EXIST5/4"xb" P.T. - - - �5TRINSER . FILL J O FTG. (MIN. 4,000 PSI) DECK BOARDS EX15T. SIDING MATERIAL 2"x BLOCKING ® EA. TO MATCH SIZE BUILDING PAPER 4 HOUSE WRAP P.T. POST AS OF P.T. DECK JOISTS TO FULLY OVERLAP FLASHING PER PLAN EXIST. STUD WALLW FASTEN STRINGER TO OAP FOR BLOCKING (MIN. DRAINAGE 5/4"xb" COMPOSITE 6 DECKING N.O.N. ON PLAN/ FASTENERS) V Z FLASHING 5EGTION/DETAIL5) W Noll (rYPJ -- -- 2"x12" P.T. STRINGERS ® 16" ~ V 4" THK. x 8" WIDE x WIDTH O.G. (MIN. 5 STRINGERS ® y = J "51MPSON" OF STAIR P. GONG. PAD r EA. STAIRWAY) � FLASHING POST BASE PER IPED PJOIST COLUMN SOOT1 � C DATAIL POST SIZE COUNTER AS PER PLAN UQ .--� 2"xb" P.T. BLOCK IN BETWEEN - JOISTS AS PER PLAN FASTENED w/(2) ff FLA5HIN6 �`-401.00 50ALE: 5/4" = I'-O" EA. STRINGER. FASTENED TO ^' Off` " XX 5/8 x 5" LONG HEAVY DUTY GAL. P. GONG.PAD w/ 101/64' x m d ALL DEGKIN6 SHALL BE FASTENED LAG BOLTS ® 16" O.G. INTO MUD SILL d P.T. DEGKIN6 i w/COATED DECKING SCREWS BY METAL r--ALV. J015T HANGER _ 5-1/2" CONCRETE SCREWS BY _ r "DECK MATE" (OR EQUAL) RIM BD.;WHEN ® FOUND. WALL FASTEN � GALIBURN (OR i=QUAL) - MIN. �� BY 'SIMPSON' (OR EQUAL) N/(2) 5SON x 5 LONG APPROVED (5) SCREWS PER BLOCK O MIN. MASONRY ANCHORS ® I6" O.G. EA. JOIST P.T. D.J. AS PER PLAN GRADE GRADE "Z" FLASHIN& EXIST. FOUNDATION WALL PROVIDE 3" (MIN) CONIC. COVER ` OF ALL REBAR WITHIN!P. GONG. FOUND. WALLS d P. GONG. FTG'S. PROVIDE 5TRAPPING d NAILING AS PER CONNECTION b' IN "TYPICAL NAILING/STRAPPING PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, COVERED PORCH DETAIL �, EXTERIOR MOOD STAIR DETAIL �1 LEDOER G0NNF-GT10N DETAIL I L PER ENERGY TABLE ON PAGE 0-00FAR, 4 LATERAL EEA. STUD.SISTANBETHEEN CAVITIESGE A-401.00 (WHEN APPLICABLE) SCALE: 5/4" = 1'-0" A-401.00 SCALE: 5/4 - I -0 A-401.00 SCALE: I - I -O" AS NEW (2) 2"xb" P.T. SILL PLATES FLOOR SYSTEM NOTED PLAN UPON SILL SEAL UPON COPPER TERMITE SHIELD NEW 5/8"(P HOOKED ANCHOR (4) 3/8" H.D.G. LAG BOLTS ® 5q" O.G. w/5" SQUARE WASHER d ENDNUT BOLTS (PREDRILLED) i ASPHALT DAMP - Z ) PROOFING TO EXTERIOR O �� #4 HOOKED VERT. - II REBAR® 45" O.G. G T- GRADE — — #4 HOR. CONT. REBAR ® TOP d BOTTOM OF WALL (2 TOTAL) X- P. CONC. FOUND. WALL II Q - 3/8" THK. PL. (MIN. 4,000 P51) II HEADER As �4 5/5" THK. H.D. SECURE HANDRAIL TO WALL ON AT LEAST ONE SPECIFIED ON P. GONG;. CONT. FTG. I O z 51DE OF STAIR IN ACCORDANCE w/MANU. SPEG:s; 014 (MIN. 4,000 PSI) Ild_� - � ii PLANS AND NOT PROJECTING MORE THAN 41'=" INTO (5) #5 HOR. CONT. REBAR ..11 _ O PITCHED METAL STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT J015T HANGER BY GAF PLATE 'A' 4" P. GONG. SLAB Il°a . - '51MP50N' OR EQUAL Z d<ll _ O SECOND FINISHED FLOOR FOR CONNECTION OF STL. COL. TO (2) I-3/4" WIDE g ✓ �� �U 1 — "��( �_� ° G- � •—�- - -- I � L\/L LUMBER OR (2) 2 WIDE DIMENSIONAL LUMBER U 64 POLY MOISTURE FZETARDER I <l I \ 4" aeAVEL BASE " — IYY MIN. SPACE BETWEEN WALL AND HANDRAIL _ PROV. GLEAN COMPACT FILL i \ s/4" PINE RISER W (4) 3/8" H.D.G. LAG Q \ �°/4" PINE TREAD STANDARDS FOR ORIFPABLE HAND RAIL BOLTS (PREDRILLED)_ SCALE: NT5 = - PROJECT: � N FOUNDATION V Y`ALL DETAIL GROSS SECTION MIN. �z� HANDRAIL RAMIREZ A-401.00 SCALE: 5/4" = I'-O" I" ROUNDED NOSING VR CLEARANCE CIRCULAR NON-CIRCULAR RENOVATION w/Y4" RADIUS - — \ (NOT INCLUDED IN � O \ `- / O TREAD DIMENSION) / O 4"-6y4„ _ MIN. j �4��-2�� PERI- j A4X 3/8" THK. PL. �4ii 9330 SOUND AVENUE / METER / / 5/8" THK. H.D. Fz01 I O O O �2 CALY. PL. MATTITUCK, N.Y. 11952 SIMPSON 142.5A RAFTER w / / j / GAF FLATE TIE (OR EQUAL) O o -'w / j / FOR CONNECTION OF STL. COL. TO (5) 1-5/4" WIDE DRAWING TITLE: 5/4"xb" P.T. DECK V N LVL LUMBER OR (5) 2" WIDE OR (4) :2"x WIDE BOARDS 1 DIMENSIONAL LUMBER OR 5.25" WIDE PSL DESIGN DETAILS m (5) 2"x12" STRINGERS ® w/R-21 INSULATION, IF UNDERSIDE 15 FACING (2) 1/2"(P HOT DIPPED &ALV. STORACe NON-HABITAL SPACE m BOLTS ® EA. P05T w/OVERSIZED P.T. D:J. AS _ Z = WASHERS 4 END NUT PREBORED PER PLAN cV INTO BEAM,POST,DECK TIE d _ RIM BOARD ASSEMBELY8�� PAGE: z"-- P.T. BEAM AS NOTED STORAO� UNDER Ys GYP. BD. SOLID BLOCK ® 12" O.G. (WHEN AFFL I CALBE) N = '01A-40LOO(2) SIMPSON DJT14Z (1) 1/2"4) H.D. GALV. THRU ii ��ii DECK J015T TIE ® BOLT w/OVERSIZED WASHER \ EA. POST d END NUT PREBORED INTO I' POST 8 DECK JOIST TIE - y4�� "SIN'IPSON" ABA44 ® COLUMN BASE I O 3-1/2" O.D. SCH. 40 HOT DATE: 05/24/22 13 OF 18 H/COSILL (IF APPLICABLE) iv 4"x4" P.T. POST TREATED SILL FOR CONTACT DIP GALV. STL. COL. &RADE w/GO (ASTM A125) AS PER F I RST FLOOR PLAN WELDED TO PL. 12"(P '50NIOTUBE' FILLED D II SOLID w/P. CONC. N ,LI (MIN. 4,000 PSI) p z 8"XS"X3/8" THK. �R�p R / �� STL. BASE PL. � h1 AC�y/%�} C) O O O (4) 1/2 HOOKED ANCHOR �v y;. ti BOLTS EMBEDDED INTO = rG FOOTING MIN. 4" w/ OVERSIZED < Yfi-i. WASHER AND END NUT SETUP INTERIOR MOOD STAIR DETAIL EXTERIOR N00D DF-0< DETA I L IA-401.00 - 8 COLUMN GAF $ BASE DETAILS A-401.00 SCALE: 3/4„ - 1'-0” I'-O" A-401.00 SCALE: 3" SCALE: 5/4" = 1'-0" = 0ENEFZA L 5`r1' BOL <E"',r : Q U NEW PARTIAL HEIGHT ~ 0) _ EXISTING TO BE DEMOLISHED W Z O WOOD FRAME (L.O. 5TL. EXISTING TO REMAIN D 04 WHEN APPLICABLE) J NEW WOOD FRAME (L.O. NEW FOUNDATION WALL tz T-1 5TL. WHEN APPLICABLE) _ m Z NEW I-HR FIRE RATED' MIN. (2) 2"x4" STRUCTURAL 0 = Z WJ OOD FRAME (L.O. STL. POST FOR 4" WALLS J WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL H LA �c POST FOR 6" WALLS), U.O.N. (3) 0 NEW 2-HR FIRE RATED O WOOD FRAME (L.6. 5TL. 1 �- LLo it WHEN APPLICABLE) d' m - - - - - - - - - - - - - - - - - - - - - - - - - - Z POURED CONCRETE AND STEEL REINFORCEMENT NOTES: CONCETE - GOLD WEATHER POURING b CONCRETE MIXTURE • I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF I 14'-Sy2" lo'-O" Z W FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND HAS BEEN U TEMPERATURES UNDER 45 F IF THAT TEMPERATURE I I 6 Q HAS BEEN SUSTAINED FOR 24 HOUR PERIOD OR MORE DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS -J 00 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION 2. 5PEGIFICI1Y OF CONCRETE DESIGN MIX SHALL BE BY OTHERS I I I z q 0 SHALL BE DEWATERED. THE POUR SITE SHALL REMAIN DRY FOR 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL I : I ( p J TA O ENTIRETY OFPOURCONTACT ARCHITECT WHEN WATER CONFORM TO AGI 306. z It 3. POURED CONCRETE SHALL BE KEPT 1101ST FOR A MIN. OF 14 DAYS 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / I % ' I I I _ _ _ Q Z It SURFACES. FROZEN 6ROUND MAY BE REMOVED OR HEATED TO _ _ _ 4. ALL FOUNDATION WORK SHALL BE 41D00 PSI POURED CONCRETE AT TEMPERATURES WITHIN 10° F OF CONCRETE. I I I I I u_ W 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 CODE 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. I I I I I Lo wT-i Lo _ � 5. ALL REINFORCEMENT BARS SHALL B:= DEFORMED EPDXY COATED REMOVE AS REOV. e CARBON TO BE EPDXY COAD E 60. WWM FOR SLABS DO NOT 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE I I 3 I I I 0 PERMITTED WHEN NECESSARY. 6. U.O.N.,REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS -T. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR HIGHER SHALL BE 5TAG6ERED AND SHALL BE WITHIN lo° F OF CONCRETE TEMPERATURE. LU '7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE IN 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. PLACE T TIME O PLUMBNE55 MAINTAIN REQUIRED CLEARANCES, COVERA I I I = r 4. NON-CHLORIDE,NON-CORROSIVE ACCELERANT ADMIXTURES ARE I F- 8. GEMENT SHALL CONFORM TO A5TM 0-33 FOR STANDARD WEI6HT PERMITTED To BE ADDED TO CONCRETE MIXTURE A5 PER AGI 306 I I I LuU CONCRETE (ASTM C494/0494M,TYPES G AND E). 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL I SLOPE I = J AREAS EXCEED ONE SQUARE INCH. I I I I C II. GE CONCRETE 15 PLACED.REPEATED FREEZING AND T AWING UNETE SHALL EXPOSED CONCRETE HAS TOI I I I I Q REACHED A COMPRESSIVE STRENGTH OF 800 PSI. 12. PLACEMENT TEMPERATURES SHALL CONFORM To AGI 306 I I PROVIDE #5 PINNING I' O.G. VERT.;EPDXY INTO EXIST. WALL 6";ALLOW 1 FOR 9'' INTO NEW P. GONG. WALL_ STRUCTURAL PLAN NOTES L . HOEDOWN: L 16 — — — — — — — O HOLDOWN 'A' AS PER PACE 6-00= I STL. COL. (TYP): O2 3-1/2" O.D. 50H 40 5TL. COL. (A5T1-1 AI23) BY SIMS STEEL I U (OR EQUAL) I I (V O TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: N� O • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD W d SILL SEAL i I PROVIDE SOLID • ANCHOR BOLTS AS PER PAGE 65-005 I BLOCKING TO SILL • P. GONG. FOUND. WALL AS PER DETAIL UPON i PLATE UNDER ALL P05T • P. GONG. FOOTING AS PER DETAIL I I AT FOUND. WALL (TYP) • ASPHALTIC MASTIC, DAMP PROOFING TO EXTERIOR • B.O. FOOTING 3'-0" BELOW GRADE MIN. • 1/2" EXPANSION JOINT a PERIMETER OF SLAB (WHEN APPLICABLE) • AIR ENTRAIN P. GONG. FOR PORCHES/PATIOS/ STOOPS (WHEN APPLICABLE)MA50N To Il N FOR HEIGHT CCOUNT 0 SLAB(WHEN APPLICABLE)T I I $ (3) 2"X8" Q RSTONE ON THIN OF Q O 24"x24"xl2" DEEP P. CONC. r, PAD FOOTING Q. I �p I �O rya rya rya TYPICAL LEDGER BOARD a EXT. DECK: I A I mlu OI. (1) 2'k P.T. BD. TO MATCH DEPTH OF JOISTS LLI 2. SECURED w/(2) 5/8" 0 x 5" LONS H.D. GAL. LAO BOLTS I 4 a 16" O.G. 3. INSTALL H.D. GALV. JOIST HANGERS BY 'SIMP5014'(OR I •; NEW 2"XS" FJ _ EQUAL) a 16" O.G. 0 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING d (V O Z BENT OVER TOP EDGE OF LEDGER BD. I _ 5. SEE DETAIL 13/A-402. x ® FOR WOOD STAIRS a GRADE: s w 0 O6 4" THK. P. GONG. PAD 8" WIDE x R=Q'D LENGTH UPON 6" GRAVEL UNDER 2"x12" P.T. STAIR 5TRIN&ER5 MAX. 16" O.G.,U.O.N. (MIN. 3 STRINOI=RS) OTOP OF FOUND. WALL MAY BE STEPPED DOWN AS ? REO.V TO ACCOMMODATE GARAGE DOOR CLOSURE 1 L Lu (VERIFY DIM. IN FIELD) O 501E BEARING CAPACITY NOTf_ STRUCTURAL DESIGN OF FOOTIN65 A55UMES A SOIL I 4 W PROJECT: BEARING CAPACITY OF 0.75 TON5/5.F. I I I I p I Q O n PROVIDE SOLIDL _ J I=Q N RAM I R EZ BLOGKIN6 TO SILL J I PLATE UNDER ALL POST -2'-°"- o w ® I AT FOUND. WALL (TYP) .� RENOVATION PROVIDE #5 PINNING 1' tt1 O 6 I O.G. VERT.;EPDXY INTO I w j 5 EXIST. WALL 6";ALLOW z m NEW 2"XS"PT DJ FOR q" INTO NEW P. ® I6" O.G. GONG. WALL 9330 SOUND AVENUE I MATTITUCK, N.Y. 11952 NL - - - - - - - - - - - - DRAWING TITLE: PROVIDE #5 PINNING 1' uO.G.VERT.;EPDXY INTO WPROPOSED STRUCTURAL PLAN o - V EXIST. ALL 6";ALLOW r I I V `) O FOR cl" INTO NEW P. O in GONG.WALL 3 Lu z ® N A 3 ® � (2) 2"X'O" PT DRP. GIRDER _ T _ _ (2) 2"XIO" PT DRP. 61RD_ER N O L — — — — — — — — - - - — — — — PAGE: LuX -101000 DATE: 05/24/22 14 OF 18 � RCFOSEI7 FOUNDATION STRUOTURAL PLAN �D ARcy� �• SCALE: 1/4" = 1'-0" s.4 ; (51..� 0ENER. L S I MMOL <E)"00' : NENQ U EXISTING TO BE DEMOLISHED HO PARTIAL HEIGHT W � N WOOD FRAME (L.G. STL. EXISTING TO REMAIN WHEN APPLICABLE) LLJ � J LU- NEN r'1 NEW WOOD FRAME (L.G. NEW FOUNDATION WALL / Q W >- 5TL. WHEN APPLICABLE) !/ m Z NEW I-HR FIRE RATEDEl J MIN. (2) 2"x4" STRUCTURAL O Z WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS - J J WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL NEW 2-HR FIRE RATED POST FOR b" WALL5), U.O.N. O O ��l O WOOD FRAME (L.G. 5TL. Lo w WHEN APPLICABLE, m Z O , (5) 1.75x9.5 2.OE 6P LAM HEADER ~ Cc Cc Z Q W J 1 J 00 Zt0) to LL $ Y r-I O I Q z >: 4 F Q Z r-I o -- LLJN O X NEW ON. LLJ (D Lo w TA X I0 tiOLo u- -1 � � O tj� ® PROPOSED I ►x NEw D W 4 2 GAR GARAGE �' DN• N 500 S.F. N w EXIST. WOOD I=- DECK C) F / 1 505 S.F. L LI (2) 1.75x9.5 LVL HDR. / \ - EXIST. ® (5) 1.715x11.8?5 2.0E 6P LAM HEADER (2) 1:75x11.8"15 2.oE 6P LAM HEADER / \ - DW (5) 1.75x16 2.0E 6P LAM HEADER PROP. I \ �L. MODIFIED KITCHEN 215 S.F. x0 in x0 z X �+ MODIFIED x Q -� MODIFIED BEDROOM r 1 O O to ® o I w ® LIVING ROOM ] z ®D1-10 S.F. m 200 S.F. U O NEW UP I a Ll I I I I W.O J I PROP. — (4) POST 15 F. (2) 2"x 10" (2) 2"x 10" (5) I.-Mx9.5 2.0E 6P LAM W/(2) .575" 5.5" STEEL COLUMN FLUSH HDR. FLUSH HDR. NEW. 2"X10" STEEL. FLITCH PLATE FLUSH 61RDER - - - - (5) POST PROP. t- r� WALK-IN PROPOSED MUDROOM 5M/GO loo S.F. REF. PROP. X O Z v �I FOYERIg13 X 0 m 265 S.F. w ® -j >L n= d I z ic v PROP. U w ® m PROPOSED -- PANTRY �J z Q I Q BATHROOM m 25 S.F. 1 I NEN UP 70 S.F. PROP. I GL. a _ p o l m (5) POST SM/GO PROJECT: 3.5 STEEL COLUMN j (5) POST (4) POST (5) 1.75x9.5 2.0E 6P LAM wr(2) .5-75" (2) 2"x O" (2) 2"xl0" RA M I R EZ x STEEL FLITCH PLATE FLUSH 61RDER FLUSH DR. FLU5H HD PROP. ® LAUNDRY x ROOM RENOVATION 0 MODIFIED " N w d DINING ROOM _ 1 bo S.F. rn r Q 145 S.F. �? PWDR. _ w ® -- -j iv 0 RM O a D 1" ' z® 1 2b S.F. 9330 SOUND AVENUE 1 x MATTITUCK, N.Y. 11952 T- I >D FLUSH HDR. (4) P05T (2) 1.75x11.875 2.0E GP LAM HEADER 1� - - --- 1 DRAWING TITLE: PROPOSED STRUCTURAL PLAN ix PROPOSED W 14 COVERED - 1tL} 9— X PORCH220 S.F. -j .87(2) 1.75x115 2.OE 6P LAM HEADER WRAP W/ Ix AZEKNewwEXIST. GREATPAGE: DH. ®1 n O ROOM W 305 S.F. mw ® ■ ®® 1 r.QQ DATE: 05/24/22 15 OF 18 1 (2) 1.75x9.5 (4) POST (2) 1.75x9.5 LVL HDR. LVL HDR. FROFOSEI7 FIRST FLOOR STRUCTURAL PLAN 50ALE: 1/4" = 1'-0" 0374k)'b cOFNS4,� 0E EF"AL 5 I I " IBOL < I : 24 Q U EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT W uj 2 N WOOFRAME (L.G. 5TL. N D EXISTING TO REMAIN WHEN APPLICABLE) r-I J r-i ru NEW WOOD FRAME (L.O. � NEW FOUNDATION WALL Q W > 5TL. WHEN APPLICABLE) O m Z NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.O. 5TL. POST FOR 4" WALLS O Z WHEN APPLICABLE) (MIN. (2) 2"x6" 5TRUGTURAL Lo F- J POST FOR 6" WALLS), U.O.N. p p NEW 2-HR FIRE RATED O WOOD FRAME (L.O. 5TL. (L Lo cr WHEN APPLICABLE) >- * m Z O F — — m: p LVL HDR. ( Z W 00 \ / > d' p \ / J � rm-I-I \ / Z Q T-i w J N tnX - - - - - - - O O PROPOSED Lu U z A MASTER NQ t"O BEDROOM 400 S.F. I U ujU LVL HEADER J / \ RR FRON GARAGE Q DSL. POST ROOF FLUSH FRAME / I \WRAP W/ Ix INTO HEATER (2) 1.15x11.815 2.OE GP LAM HEADER (2) 1.15x95 2.OE GP LAM HEADER (2) 1.15x9.5 2.0E GP LAM HEADER \ a I I POST TO RIDGE 5 2"x10" LVL HDR. Q NEW. 2"X6" I N \ � I O PROPOSED = I' CENTER LINE OF CATHEDRAL mO BEDROOMiu d p — — — — — — — — -- PROPOSED • I2o S.F. C7 _ 5M/Go PROPOSED O• Q FAMILY ROOM u� a MASTER 5M/CO a 135 S.F. w BEDROOM 2 ij 220 S.F. F- tL O O Q � X iv ® PROP. - _ O WALK-IN NEW \ 50 S.F. R' DRP. HDR. Q O p SM/GO x* CENTER LINE OF CATHEDRAL N lip P05T TO POST TO P05T TO POST TO RIDGE --RID RIDGE RIDGE _ \ PROP. PROPOSED SGL-IN a Q BATHROOM N Lu Ld Ir 55 S.F. Z NEW. 2"X6" 43 S.F. N P05T TO W ® 16" O.G. O O RIDGE g NEW. 2"X8" R.R. J SM/GO 0 ® 16" O.G. -cxV ® D_ t n r x Lil PROP. PROP. Q GL. WALK-IN o 8 S.F. CIL. r. —-- 43 S.F. NEW up- - PROJECT: x:12 O- -� Q , \ RAMIREZ A.0 0 � a U130 RENOVATION PROP. • WALK-IN IL PROP05ED GL. �U- BATHROOMso S.F. ;� NE 2'Xb" PROPOSED 140 S.F. x N BUILD WALL UP ® I6" o.G. \ BATHROOM 9330 SOUND AVENUE m m ® 55 S.F. TO MEET R.R. MATTITUCK, N.Y. 11952 PROP. WALK-IN DRAWING TITLE: PROPOSED STRUCTURAL PLAN SM/GO 5M/GO V PROPOSED v V BEDROOM v 155 S.F. O d� O X� JN - + m PROPOSED lu BEDROOM m p z a 150 S.F. \ PAGE: rn dp w0 NEW. 2"X6" F NEW. 2"X6" _ ®� ■ �� 0 ® 16" O.G. O ® I6" O.G. 000. i DATE: 05/24/22 16 OF 1S ���F_D A C FROFOSE7) FIRST FLOOR 5TRUGTURAL PLAN 1✓O 50ALE: 1/4" = I'-O" '740 gyp' OF NES �3N :3p .>� ..o-.1 -:6 4 - O� �n NVlc 0 r x . 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PRODUCT O � I 1 � � i I I � Q FUEL 6A5 � � ri I 1-�" 1-4" i 71JB 15HOWER 1_ 1 jSHOWER 1_�� CONFORMS v ~ _ Lo CONFORMS TO ASTM E 814, I 1 ASTM E 84,AND UL 14-7 Lo PENETRATIONS: J Q G.O. 2 ru 2 2 I 3" 2' C.O. I. PROVIDE "ABE5G0 FF200 FR 3" EXPANDING FOAM" (OR EQUAL) POWDER RGOM LAUNDRY FULL BATHROOM AT ALL PENETRATIONS AT WALL5 2��_ 2 AND FLOORS/GEILIN05. _ _ _ __ NOTE: 2.PRODUCT CONFORMS TO A5TM E W T------ I I 1 1 1 I KITCHEN I ALL PLUMBING WORK V4,ASTM E 84,AND UL 14'1q I I 1 I I I I SHALL CONFORM TO I I I 1 I I w 1 1 I LOCAL PLUMBING CODE KITCHEN I I 1 I I I 1 I p 2) 2"I 2"I 2 1 2"I 2"I i 2"I i 2 LLI GLEAN OUT O F_- V I I 1211 AS REQb O F I I 1LL = J I I 1 I EXIST. F.A.I. TO I- V J I I REMAIN ►� Q 141.141. 14, 2" VENT � 14, 1-�' ISHOWER 14, LDW - 2 G.O. 3 3 G.O. m REGULATOR -01 4-1 4" HOUSE GAS SUPPLY MAIN DRAIN G.O. m TO GAS \ w i41TO SEPTIC VERIFY SIZE4 WALL HUNG MAIN w/MANU. X SYSTEM z COMBINATION BOILER/wATER Q HEATER to d [Q FLUME3I NC RISER - DRAIN / HASTE / VENT CAS RISER - SUFFLY SCALE: NTS SCALE: NTS n z w O 0 u- Q< NOTE: Q ALL PLUMBING WORK AIR SHALL CONFORM TO HANDLER I LOCAL PLUMBING CODE PROJECT: I 1LEGEND RAM I R EZ MASTER BATHROOM j FULL BATHROOM FULL BATHROOM HOT WATER 1 1------� SUPPLY RENOVATION O 1 I SUPPLY ---- N4a i �4 PROVIDE "ABESGO FP200 FR 9330 SOUND AVENUE I i I I Q4 I I I 3 Q4 I I 3 Q4 EXPANDING FOAM" (OR EQUAL) zl '' $1 �O i 1 Iv aJ *I '' I 1 .v dJ I '� 1 .� dJ *I RATED L WALL5TRANDIONS IN FIRE 1 1 MATTITUCK, N.Y. 11952 �1 K:�O I1 - ISHOWER nm � SHOWER 1 ISHOWER FLOORS/GEILING5. PRODUCT N \ � I 'N I 1 :� �I .ry 1 :� ryl .N GONFORMS TO ASTM E 814, -I I -I_t 1_l-�_-� --1- I Jai I-- 1 -I Imo- A5TM E 84,AND UL 14"!q DRAWING TITLE: 1 i PLUMBING RISER DIAGRAMS POWDER ROOM LAUNDRY I FULL BATHROOM KITCHEN GAS RISER DIAGRAM I I� I Ij p� p� I p4 p� O 1 I 1 I I ILL I I I I O :Q i :Q Q i i :Q i :Q qa I: i Q4 i Q4 PAGE: I I 3 I I Q 1 I I I I I 3 11 1 I 1 I INTERIOR SHUT-OFF I U I 1 1 I I I 3 U 3I 31 a3 31 Ivu(iill, - 31 Iv 31 I v I 31 1v 31 M 13 - I =t j3 =t j3 FOR HOSE BIB 1 Xx zdIP- ®L � p� 0 0 I I -I_I WASh�R �_ _ j =I_I -I I 1- I 1 1 :1 I I DW REF. NEW FREEZE PROOF H05E BIB L ----- -----� -- - r--L�-�-L ---1 ---1 ' ---------=-L- 1 '-----� ----� w/VACUUM BREAK FASTENED C.._.._.._..1.._.._..—.�.._. _. _ i_..� .._.t..-..-.Z..-.._...L..-..-..-.._..-..I_..J..-.Z..-..-..1-.._ ._..-..-..-.. w/PIPE FASTENERS(PRECISE - - - - 1 1 LOCATION T.B.D. IN FIELD - I 1 _ CONSULT W OWNER) DATE: 05/24/22 18 OF 18 1 I I I TO STREET I I WATER MAIN L-------------------------- _.._.._.._. _.._.._..I_.._.._.._.. �ED ARCS Q � -----------------------\-KALL v�G ,,-- O BlwATER .* � O HEATER COMBO N AIR Q HANDLER = ; FLUME31 NIC RISER - SUFf= LY �"F N E�a 5GALE: NT5