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HomeMy WebLinkAbout51770-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#: 51770 Date: 03/21/2025 Permission is hereby granted to: Patrick J Dilollo 5 Washington Ave Bayville, NY 11709 To: construct additions/alterations and to legalize an "as built"deck addition to an existing single-family dwelling as applied for per Trustees approval&DEC Non-Jurisdiction letter. Premises Located at: 870 Inlet Ln, Greenport, NY 11944 SCTM#43.-2-8.1 Pursuant to application dated 02/13/2025 and approved by the Building Inspector. To expire on 03/21/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $302.00 As Built Addition/Alteration $126.00 CO-RESIDENTIAL $100.00 Total $528.00 Ik i �~ .dMi Inspector IN W � ,,"Mfa TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 a Telephone (631) 765-1802 Fax (631) 765-9502 huh /i��+�vw-soud"Oldt.o � .�Y Date Received APPLICATION FOR BUILDING PERMIT J �1' For Office Use Only . Q t PERMIT NO, 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 1di Owner's Authorization form(Page 2)shall be completed. Date:2/11/2025 OWNER(S)OF PROPERTY: Name:Patrick DiLollo scTM # 1000-43-2-8.1 Project Address:870 Inlet Lane, Greenport, NY 11944 Phone#:516-993-8322 Email:pjdilollo@gmail.com Mailing Address:5 Washington Ave, Bayville, NY 11709 CONTACT PERSON: Name:Darcee Oppici Mailing Address:PO Box 152, Mattituck, NY 11952 Phone#:631 603 9092 Email:doppici@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address:PO Box 152, Mattituck, N.Y. 11952 Phone#:631 603 9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: Enl0ther Legalization of storage and deck $40,000 Will the lot be re-graded? ❑Yes *No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of Intended use of property: Residential property: Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to property? VIDE A COPY. R-40 C ❑Yes ®No IF YES, PROVIDE this ro erty7� Ch Check 2O Town Code. APPLICATION IS HEREBY MADE tot g � B g' n professional is responsible for all drainage and storm water issues as provided by Chapter 236 of thehe 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 pursuan t to Section 210AS of the New York State Penal Law. � IT Application Submitted:BY;( rint name):AMP Architecture l:]Authorized Agent []owner Signature of Applicant; Date: 2-f 1 tI 2-5 STATE OF NEW YORK) SS: COUNTY OF Suffolk Shania Gordon being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the A ent (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 �, L� a �_ 20 any Public PROPERTY OWN FIR AI TH0.Bj A,T10 DARCEEAUFENANGER NOTARY PUBLIC STATE OF NEW YOR'K I, (Where the applicant is not the owner) Registration No. 01A00019644 Qualified in Suffolk County C-ommission Expires January 9,202 residing at J Y to'apply on do hereby authorize_ AMP Architecture my beh;wner o th ow a cold Building Department for approval as described herein. 2� � ► fZ� fnature � Date p Print Owner's Name 2 BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 10680 DATE: NOVEMBER 13, 2024 ISSUED TO: PATRICK DILOLLO PROPERTY ADDRESS: 870 INILET LANE GREEN-PORT SCTM# 1000-43-2-8.1 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on Noveal er 1 ,2024, and in consideration of application fee in the sure of 1.2 .00 paid by P trick DiLo to and subject to the Terms and Conditions as stated its.the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit for the existing one-story dwelling with rear deck with steps,front patio with steps,and A/C units;two(2)existing 56.4sal.ft.of retaining walls;construct a one-story addition to dwelling; construct an in-ground swimming pool with pool equipment area and a drywell for pool backwash; install pool enclosure fencing with gates;construct a patio between pool house and pool;construct a pool house with gutters to leaders to drywells;install outdoor shower enclosure on side of pool house;install a pervious driveway; abandon existing septic system and install an I/A OWTS system landward of dwelling;with the condition that no additional retaining walls be constructed;a 1-to-1 tree replacement with native hardwoods with a minimum of 10 trees proposed;establish and perpetually maintain a 2 ' wide vegetated non-turf buffer landward of bulkhead area;establish and perpetually maintain a non disturbance buffer on the dogleg area of the property off of Manhasset Avenue,all as depicted on the site plan prepared by AMP Architecture,received on November 25,2024,and stamped approved on November 26,2624. IN WITNESS WHEREOF,the said Beard of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the day and year written above. t i . NEW D artment of KATHY HOCHUL Governor STATE Environmental Conservation SEAN MAHAR Interim Commissioner LETTER OF NO JURISDICTION - TIDAL WETLANDS ACT January 30, 2025 Patrick Dilollo 870 Inlet Ln. Greenport, NY 11944 Re: Application #1-4738-05027/00001 Dilollo Property: 870 Inlet Lane SCTM# 1000-43-2-8.1 Dear Patrick Dilollo: Based on the information you submitted, the Department of Environmental Conservation has determined that the portion of the property located landward of the 10' contour, as shown on the survey prepared by Scalice Land Surveying, last revised 12/26/2024 is beyond the jurisdiction of the Article 25 Tidal Wetlands Act. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661), no permit is required to conduct regulated activities landward of that contour. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit, It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result frorn your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project ( .e. a 15' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Ely sa Cott Permit Administrator cc AMP Arch itectu re BMHP File Division of Environmental Permits, Region 1 50 Circle Road, Stony Brook, NY 11790 1 dec.ny.gov I dep.r1@dec,ny,gov 1 (631) 444-0365 FRAME RESIDENCE ,#1130 INLET LANE NO SEPTIC OR WELL VISIBLE . . �- NO AVAILABLE RECORD DOCUMENT TAX LOT 25.1 - f BEARINGS SHOWN HERE / ON LIBER 12702 FRAME RESIDENCE If INLET LANE NO SEPTIC OR WELL VISIBLE a NO AVAILABLE RECORD DOCUMENT t TAX LOT 26.1 i TLAND 200.19 ="AND o o m� FLiG.22 a h (1@, LAC 2 .. `� `vim IJ84'50'S0"�' °� }BRICK '44V �= }� i IWALL yqA ^ P- RE - I2.5 2 ;t (7D' J - [I1` '° � FLAG z4 i 6 D rLAG LINE --. S.0 - R 'aT , h ^� 4 13�1 3 �-,. X QD{�523"� p �. ��y3- ' 1 ORANGE FLAG LINE 17.4' a - WALL t1 }h. m` : ( � WEmAND qr L aVIP - FLAG 23 v o'. g lq 1 STORY or� FRAME [� RESIDENCE €' `ij S- M #870 �" -�` WETLAND �}�*— p F.F.12.31 DECK SWOOD ;S TLA 0 ry LAG€� *2+0' �#dIj PROPANE G F.10.66 4 m Jr TANK'S RIDGE=28.83 (26") M s M BLUE SLAG LINElp 8.62�`' TB) `a FLA 9 s 18*09'50"W V 2, �- 1 2' 55.5' 2Z 14 gg r �fz'Dr . �'''f d�r�} t to �V a0 I �I Cn`t Y W OD C. -r Ac aat f.T 7 8*00 5 E lb �, a - {• 2s.IY W .^ FLAG DEED LIME (24 Cl WEXAND FLAG t6 p�ARCEL ns; // RED FiAG Lr ' �.£..� � h P.0.8.(10) o WEE GRAVEL DRIVEWAY Wit` - (16H h JI- FLAG 5� i# a ( ^ Wv �. FLAG 14- I J ro° o ><s 'TLAaD -71 Via) — J(14") ^+ o k(14!')ko ;o") sCb p A? FLA 81 } h { k ° ,ya _ "} + WETLAND/ (10") (18") }vi- 't FLAG IV�� (,¢ TAX LOT 8.1 'A- `'1 � to at $ } J a (12") 60 lam' a WETLANDS_ o F (j4") klFL t ry +^ (T) ^ I -r' yefl 14 a h hk -� WETLAND' LF TL 5 � ry � O ,- {; 41 a' WETLAND WETLAND Aa A FL 7 FLAG 6 1" s. G. { - ry WrTL WEFLA - (I4') (I e) -{- +h. m° h' FLAG 3 LAG 2 All, 41 h' a ITLAND } ha pm -) .�`V a (B") + ^ FLAG 1 (1o") h A! �6")AF l yp s00"5 \(16") PARCEL[ .3 - - - _ > - -- (10") \ lb m \ N87005'00"W 3 hh ry - +' (12") -y" (16") i54 + �'a#` �St1.00, °. m !' (1T) �:1 °+ ryo �:� eta" lb t h EDGE OF PAVEMENT�l )WOOD BORE ^` ^. 0 h° , I�h 0^ ary ��/� NHA NS ET A VENUE' (VAR. WIDE) + k k -1—— — — mm — - _ —'®' "- m-.� EDGE OF PAVEMENT ——- - - —— ——— uM ENT RESIDENCE 5 12 26 2024 UPDATED SURVEY WO INLET LANE 4 10 05 /2024 UPDATED SURVEY Na SEPTIC OR WELL MSIBLRECORD DOCUMOCUM 3 05 21 2024 UPDATE TO BOIL_:.NO AVENT -. -- 2 10 25 2023 WETLAND FLAGS ADDED TAX LOT 1 * ALL ELEVATIONS REFER TO NAVD88' DATUM 1 09/27 2023 UPDATE- TO TOPOGRtP''1C SURVEY Y REV DATE I DESCRIPTION Y SS�SSQ� SITE PLAN HATCH KEY: Q PROPOSED BUILDING ADDITION LEGALIZE EXISTING STORAGE ui W _j LEGALIZE PORTION OF E> rw ;IST. J (� LO - •� ". a 4 .3 k .I. t , �..17, r ~� ,� »z T .,"� 5...ueww•9" � '� !9 .&°,d;4 'r - •� � • O O c Y J Z 3df ' ii 1rW: ,a p'R, =i 4 . ' ": _" -'.'ru" li ^ ` O V 'I^ i ifs L 1� ' 4 • i i QLO Q m .ice O e �e ;� t "p ,.k. . b -,��r'''„+ �•�„"'.t,{'"^ !: 3 m;«.fa33h I Y� . .-, �4 t•�.o � !' �� - ' � i � .,n ��."`i .ti f �'� ..r. -•s+a... .•Yi is �. .. LEGALIZE PORTION OF EXIST. PORTION OF EXIST. STORAGE TO BE rn STORAGE 8 CELLAR ENTRY &A ��" SUBJECT PROPERTY D--MOL I SHED EXISTING WOOD BETA NINO WALL p pq `� _ 2QQ.I� _ __ t� �" ` �'-, � ��,,.�''• "�', _� P , .... .�I�k :�. "*�• +y ti '�r.`,' IS ' � ' 'WJ CL ' EXIST. �.°��' QI�O - �` .:. :W �. .`\• :`:.� nI nW :p ELECT. eL.=10.7' - �` `, : - LOCATION MAP � METER --- '. +.' `. �O EXIST. BURIED ELEO. LINE ___ _ v, �. . --1.4' � SCALE: NTS V"6 \ O ��22. d. LEGALIZE * •.-.�. : .(:':'.`: O� �T ��0 � �I � I � T . . PORTION OF _ � -�, ,.- ,'.•.` /� 4 _ Dock \` O I O EXIST. DECK a`. .`t '. . . 0 �: :'''`' • PROPOSED �D I T I ON ® DWELL I NOcf) C 4A '•`'" ` ' .', 3 rm • PROJECT / ZONING DATA EXIST. '. ..�.'. .:. . MOD I Y 4 LEOAL I ZE EX I STI NO ATTAGHED 5TORAOE © DWELL I NO _ Q_ QD 1 STORY nI TAX MAP # 1000-43 2-8.001 ' LEOAL I ZE PORTION OF EX I ST I NO DECK R-40 G /� • ZONING DISTRICT EXIST. _� � F ME HOUSE ' '` .`. '.'. ' WATER �' ` ` o METER W/ BASEMENT ' PROPOSED NON-TURF BUFFER � NON-D I STURBANGE 5UEI=ER LOT AREA (LANDWARD OF C d SLAB ON v ❑❑ ❑❑ ❑oOD `I N7C°2O���IIW • I i FLAGGED WETLANDS) 1.05 ACRES 1 GRADE ❑❑ ❑° PROPOSED 1 C x5C I N-OROUND POOL (SEPARATE APPLICATION) Al (4 BEDROOMS) 0 ❑❑❑° 5TEP5 ''. :;:'.'. .` (, 6 2 0&0 - MAIN DWELLING,RAMP d PATIO #3556308/05/12 o I PROPOSED POOL HOUSE SEPARATE APPL I GAT I ON # 0 °° HAY BAL 5 : .;. ,/ 5I O� �JO ( ) CofO -ALTERATIONS Z-204g6,01/23/g2 Q x ❑❑ AND/OR 1 !•;.;.'•'.'.'•'.' I • PROP. 5TORM WATER MfiANAOEMENT (SEPARATE APPLICATION) GofO - SHED #Z-32176; 02/05/07 I -4.4 � ❑❑ SILT FE �ING�• �'.'. .' 22.14 '► _ GofO - WOOD STOVE #55564; 0S/05/12 18.1 FEMA FLOOD ZONE ZONE X ; ZONE AE (EL (b) /'•'-,�•'•'•' ;•` •2-7 I WETLANDS DISTRICT PERMIT NO. 10680; NOV. 15, 2024 PROP. / � I 1 N ADDITION �'ROPt r' i ij�+J'-+ : : �� Q' DEC DISTRICT PENDING N/J X4 FOOL D.W.r :I - FADE <E • I EXISTING EXISTING 1U IL D.W. /- / 1 8'Dx4'H ry ,� = .' ' ±•: ',� /0 S HABITABLE GROSS _ SPACE AREA e , 0 2� w PROJECT LOCATION & SCOPE STONE PROF. SELF ,� 1I+.� 4 . ` -' I �r -Q Q .Q Q BASEMENT AREA O 1,05.7 1 p F- (� N CLOSING/L GhIING PAT10 557 5F :'.'�'.w �- ' � GL051N6/LAT H N6 PROF. SELF ° °I� GATE / ;'o SITE PLAN & ZONING DATA GATE wI ' / r °Q�Q' 2 FIRST FLOOR AREA 16�0.4 S.F. 18g0.7 S.F. p-' :� p SECOND FLOOR AREA O 45�1 0-002 .00 U.P. �,� n�� � o _ 6.0 O i ����- ��:I::`• ?'•: : :`. ' / Q � GENERAL NOTES EXIST. PROP a m° w o I ��� 'r ENERGY TABLE AREA TOTALS 1670.4 S.F. 1810.7 S.F. PROP. GRAVEL D.W.r a. 0 m +��� PROPOSED PROPOSED / �.: / STRUCTURAL DESIGN CHARTS HABITABLE GRosS NATIVE I DRIVEWAY 16.0' �' J SPACE AREA TREES HOLDOWN ANCHOR BOLT ,O, , '4`- • - Lf.' � r � BASEMENT AREA 0 1,03"i i PROP. _ o.�l } : : . . ' . . ., w 0 STRAPPING, & NAILING DETAILS FIRST FLOOR AREA 1,742.5 S.F. 1886.3 S.F. �� 111 3 ENCLOSURE °N� Eo�p_ -_---''`�� 46� �- : i w FASTENING SCHEDULE Z I q " U SECOND FLOOR AREA 0 45I PER CODE PROP OU 145 L.F. �'�' SHWR. TO DW �' ' Z � FRAMING GRAPHICS a hn 0 5177E LAYOUT NOTES: (5-OO4.00 f � 1 AREA TOTALS 1742.5 S.F. 2,545.5 S.F. v Q I. THIS IS AN AVERIFICATI SITE PLAN B Is BEAM CONNECTION PATTERNS 1 SUBJECT TO VERIFICATION BY A LICENSED � w 1 ; HAY BALES __- `. . . . : : . :J I r SURVEYOR. THE INFORMATION FIREBLOCKING DETAILS LOT COVERAGE I _ - - ••- • / � � REPRESENTED ON THIS SITE PLAN IS TO THE _ AND/OR / � ARCHITECT'S BEST OF KNOWLEDGE. ' i SILT FENCING �I .;� - Q •QQ PROPOSED DEMOLITION PLANS SOUTHOLD TOWN GODS ( 280 ATT. 3 ) 1 I 2. 5URVEY INFORMATION WAS OBTAINED H FROM A SURVEY DATED JANURARY 5, 2025 ME50RIPTION (FOOTPRINT) AREA 90, LOT p i (UPDATED 12.26.24) AND PREPARED BY: COVERAGE 1 ; i TOTAL LOT AREA I SCALIGE LAND SURVEYING 4q q75 S.F.s.F. PROJECT: ;V+ +; I SOUTH BAY AVENUE _ PROPOSED FOUNDATION PLAN TOTAL LOT AREA (LANDWARD OF 45,551.0 S.F. ISLIP, N.Y. 11751 �� •00 FLAGGED WETLANDS) TELEPHONE: (631) q57 2400 MODIFIED MAIN DWELLING 1886.3 S.F. 4.146 D I LO LLO NO OP EXISTING RESIDENCE 1 / , � / , OD DECK 623.0 S.F. 1.4Ro _`j WETLAND />_'1 - O�.00 PROPOSED FIRST FLOOR PLAN EXISTING PATIO II11.3 S.F. 0.5% FLA55 �6 } EXISTING WOOD STEPS I 52.5 S.F. 0.1 y 87 INLET 0 I ET LANE EXISTING RET. WALL5 1 56.4 S.F. 0.13b GREENPORT NY 11944 PROPOSED ADDITION 51.1 S.F. 0.15)0 ' PROPOSED EXTERIOR ELEVATIONS PROPOSED POOL 512.0 S.F. 1.1% PROPOSED POOL EQUIP. 52.0 S.F. 0.1% DRAWING TITLE: PROPOSED POOL HOUSE 335.q S.F. 0.1% PROJECT LOCATION & SCOPE , c / ' / , � � ,QQ BUILDING SECTION TOTAL AREA OF ALL STRUCTURES 3628.3 S.F. 8.03o SITE PLAN & ZONING DATA / Wo 17V ss�d�/ / i /, / /, o `�ti\ DESIGN DETAILS MAXIMUM LOT COVERAGE ALLOWED: 20% IMPERVIOUS SURFACES < 5" FROM GRADE PROP. POOL PATIO 557.0 S.F. L2Y PAGE: TOTAL LOT COVERAGE INCLUDING Q STRUCTURES <V' FROM GRADE 4185.3 S.F. q.2% WETLAN U O G-001m00 FLAGS/ // // // // /./ / N 4�1 ZONING REGULATIONS MAIN BUILDING - - ---�--- _ _ 61 / / / - SOUTHOLD TOWN GODS 280 - A N8-7'7(55 C0"W - _ - - __ 6�, / , // �, / I _ Ut ( TT. 3 ) DATE: 02/12/25 1 OF 9 EXIST. PROPOSED COMPLIES 2rJ0.00 I MIN. PRIMARY 50 0' 52 7' S2.7' Y1E5 e FRONT YARD MIN. SECONDARY 55.0' 154.4' 184.4' YES EDOE OF PAVEMENT FRONT YARD MIN. SIDE YARDS 15.01 11.5' 15.51 YES c. - tl. 10 <1'�` r M AN H ANSE T A Y E N U E I MIN. REAR YARD 50.01 55.01 55.01' YES �� r�� • a �a"��® SOUTHOLD TOWN CODE 280-207 (A)(1) 4{ _ FLAGGED 100.0' 4'7.5' 4"r.5' NO LOT SIZE / AREA IN ALLOWABLE TOTALq, WETLANDS L UENk 77T 4q,g75.0 S.F. g75.0 S.F. r " EXCESS OF 40,000 GFA GFA (e) LOTS CONTAINING UP 7,100 S.F. �' 37+ Oo TO 50,000 S.F. MAX. OF 1,1�� SITE PLAN ALLOWABLE S.F. / PLUS 5% """ "`"� ^" OF EXCESS LOT AREA 5,100.0 S.F. 4g8.8 S.F. 5,5 e>z S.F. 1,886.3 S.F. 50ALE: 1" = 20'-0" OVER 40,000 NOTES $ SPEC f I GATI ONS CARPENTRY WOOD FRAMING MATERIAL STANDARD5 FOUNDATION, CONCRETE, AND MASONRY ABBRE Y I AT I O I`1S �- IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THI5 CONSTRUCTION DOCUMENT BINDED I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 BETTER (Fb = 6'15) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTIN6 FOUNDATION AS IT Q TOGETHER AT ALL TIMES. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE BD. BOARD INSUL. INSULATION SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUB-CONTRAGTOR5 IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF Q 2. ALL LUMBER IN CRAWL SPACES TO BE I6 ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TE5TIN6 BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE [BASE FLOOD ELEVATION INT. INTERIOR W 5" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR GENERAL GREATER STRUCTURAL 5AFE7Y OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN, UNDISTURBED SOIL BLD6. BUILDING K KIPS (1000 LBS) -� J 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENT5 OF THIS DOCUMENT I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"x6" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TONI/50. FT., U.O.N. BM BEAM MANU. SPEG.'s MANUFACTURER'S SPEGIFIGATIONS APPLICABLE BUILDING DEPARTMENT. _ 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCIL 5 WOOD FRAME CONSTRUCTION MANUAL AND TH15 PS FORMAT, AS .}+ 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. FOOTIN65 TO REST A MIN. OF 4'-0" BELOW GRADE, UNLESS B.O. BOTTOM OF MAX. MAXIMUM �i C 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANCER5 BY TEGO OR OTHERWISE NOTED ALL DIMENSIONS, CONDITIONS,AND APPLICABLE INFORMATION OF EXI5TIN6 T_ O EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, CLUED LAMINATED TIMBER, BOT. BOTTOM MEGH. MEGHANIGAL STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. O (0 PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. _ 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRU55E5, 6YP5UM, HARDBOARD, AND STRUCTURAL B.O.W. BOTTOM OF WALL MIN. MINIMUM _ O FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AOAIN5T FOUNDATION WALLS AND AUTHORITIES HAVING JURISDICTION. 52 ++ RULES SPECIFIED IN I.l THROUGH I.B. UNTIL I TIER OF FRAMING IS IN PLACE. � N 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITION5, POSTS, AND BATH TUBS, G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF Ici88 � Z �- 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 1. FOOTING5 TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWIN65. O •C T OF THE OWNER/BUILDER COL. COLUMN NYC Br, NEW PORK CITY BUILDING CODE 0 p N INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED 7. ALL BEAMS, 61RDER5, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 6. ALL OPENINC75 FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED � x U 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. GOUT. CONTINUOUS O.G. ON CENTER C m p CO SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING 6. MIN. HEADER TO BE (2) 2NIO" UNLE55 OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE 0 C) WITH THE WORK. CRADEMARK SHALL INCLUDE AN EA51LY DISTINGUISHABLE MARK OR q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. DBE. DOUBLE OGG. OCCUPANCY q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE IN516NIA OF THE GRADING AOENGY WHICH COMPLIES WITH THE N b. NO DEVIATIONS OR GRANGES TO THE 5T'RUGTIJRAL SYSTEM SHALL BE MADE DIME DESIGN FLOOD ELEVATION O.H. - � OVERHANG `� 0 UNLESS APPROVED BY THE ARCHITECT/ENGINEER. P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. D ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 26 Q O O DAYS OF 4poo P.S.I., U.O.N. DIM. f DIMENSION PRIME PRELIMINARY BASE FLOOD ELEVATION 10. ALL EXTERIOR BREATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBER5 SHALL MEET n l 1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS :: f ON PACE 6-003. GENERALLY, 5HEATHIN6 15 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A I q0.1 STRUCTURAL GLUED LAMINATED II. GONG. SLABS TO REST ON MIN. OF 6 FINE GRAVEL OR SAND WITH BEFORE THE START OF FRAMING D.J. DECK JOISTS P. GONG. POURED CONCRETE ROOF AND IS OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER 6. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENT5 WHEN EA. �EAGH PL. PLATE k APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. q WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM D5055 . DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE ELEV. ELEVATION PLYWD. PLYWOOD II. SUB FLOORING, GENERALLY, TO BE OF 3/4 THIGKNE55 AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FA5TENING SCHEDULE ON PAGE 0-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THI5 (1) WALL TIE PER (5) 50. FT. EQUIP. EQUIPMENT I--..J CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL DOCUMENT, THE OOVERNIN6 BUILDING CODE AND ANY ADDITIONAL I P.T. PRESSURE TREATED 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEW HOU5E WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, EXIST. EXISTING REQ'D REQUIRED 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. EVALUATION REPORT. MAX. 52'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. \./ AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIOHT5 AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXTERIOR RI �' RISER PERM155ION FROM THE ARCHITECT. " ( IW) UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2 ABOVE FINISH GRADE. F.A.I. FRESH AIR INTAKE RM. � ROOM 12. THE ARCHITECT 15 NOT RETAINED FOR 5UPERVI510N OF THE WORK AND 15 A5TM V5456 STANDARD SPECIFICATION FOR EVALUATION OF 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOGUMEN, THE 16. NO CONCRETE OR MA50NRY WORK 15 TO BE PERFORMED IN TEMPERATURES FAR FLOOR AREA RATIO R.R. ROOF RAFTER RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 6'-0" AND AT EVERY 6'-0". 60VERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING,UNLESS APPROVED BY ARGHITECT/ENOINEER. NO 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFAGTURER'5 GORE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. • - 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PACE F.A.V. FRESH AIR \/ENT STL. STEEL 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 6-004. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U51NO PREFABRICATED 11. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY IMIM FINISHED FLOOR � S.V. SMART VENT TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT,THE ARCHITECT/ ENGINEER. RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLA55 AND LEAVE WORK NECESSARY. APPLY ALL CONDITIONS ADDRESSED IN FA5TENIN6 SCHEDULE AS 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENT5 AS BROOM GLEAN. NECESSARY. SET FORTH IN AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE 16. PROVIDE BITUMINOUS JOINTS BETWEEN 5LA55 AND FOUNDATION WALLS AND IMF ELEV FIRST FLOOR, ELEVATION TBD TO BE DETERMINED U CONNECTED WOOD TRU55 CONSTRUCTION, THE TRU55 ME51ON DRAWINGS, WHERE EVER APPLICABLE. 15. THE CONTRACTOR SHALL CARRY WORK:MAN'S COMPENSATION AND GENERAL 11. PROVIDE ALL NAILING AND STRAPPING ADDRE55ED ON PACES 6-003. OR THE MANUFAGTURER'5 CODE EVALUATION REPORT. F.J. FLOOR JOISTS TEMP OL. TEMPERED GLASS LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES A. UNLESS OTHERWISE INDICATED,ALL FOUNDATION FOOTINGS ARE TO BE A AND ORDINANCES. I6. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GORE. I.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJEGTIN6 6" ON EACH 51DE OF THE FOUNDATION WALL. FOUND. FOUNDATION THK. l THICK 6ENERALLY, SEPARATE DOUBLE J015T THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF A5TM 056 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK Q ° - 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, ASTM 03'1 SPECIFICATION FOR GYPSUM LATH, OR A5TM C'Iq CONCRETE 5LA55 TO HAVE bx6 10/10 WELDED WIRE REINFORCING. FRCE FLOOD RESISTANT CONSTRUCTION ELEVATION T.O.W. TOP OF WALL SPEGIFIGATION FOR GYPSUM SHEATHING BOARD. THE 5UB-CONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER Iq. AT ROUGH OPENINC75 PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EX15T. FOUNDATIONS ARE TO BE VERIFIED FR. FRAME Tr TREAD 1 �1 l COMPLETION OF PROJECT. AS PER PACE 6-003. I.T. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 5" VJ I'1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF AN51/AHA A135.4 BASK HARDBOARD OF DEEP a 3'-0" BELOW CRAVE. IMRPR. FIREPROOF TYP. TYPICAL IT THI CONTRACTOR AND THEIR AGENTS AND EMPLOYEES FROM AND 20. P.T. SPECIFIES PRESSURE PRE5ERVATIVELY TREATED LUMBER IN ANSI/AHA AL55.6 HARDBOARD SIDING. AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ACCORDANCE w/ AWPA G22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTC. FOOTING LU.D.N. UNLESS OTHERWISE NOTED ATTORNEYS FEES AR151NG OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.6 STRUCTURAL PANELS: CLASS WINDOWS AND DOOR5 THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD GYP. BD. GYPSUM BOARD VERT. VERTICAL 15 ATTRIBUTABLE TO BODILY INJURY, SIGK1VE55,DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.5.1. PLYWOOD: PLYWOOD USED IN 5TRUGTURAL APPLICATIONS SHALL I. ALL GLA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. CONTRACTOR IS TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE H.D. HOLD DOWN V.I.F. VERIFY IN FIELD INJURY IN OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS,FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD 1 015 1) CONSTRUCTION AND 2. GLAAN DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER ITSELF INCLUDING THE LO55 OR USE RESULTING THEREFROM). (T IS CAUSED IN ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.5. DEPARTMENT OF COMMERCE VOLUNTARY CLEARANCES ARE PROVIDED. HDR HEADER w/ WITH WHOLE C IN PART U ANY TRACTOR,NE6LIOE ACTT OR DIRECTLY OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY 3. ALL SLIDING GLASS DOORS,SKYLIGHTS, AND ANY GLASS UNIT INSTALLED EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOLE ACTS ANY OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE WITHIN 15" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLA55, HNGR HANGER ND. WOOD BE LIABLE REOARDLES5 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. UNLESS OTHERWISE NOTED. A. WEYERHAEU5ER TRU5 J015T 2.OE MIGROLLAM LVL HOR. HORIZONTAL PARTY INDEMNIFIED HEREUNDER. ZR ZONING RESOLUTION B. 6EORGIA PACIFIC 2.OE 6-P LAM LVL 1.6.2. ORIENTED-STRAND BOARD (OSB), WAFERBOARD ORIENTED-STRAND 4. ALL CLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 P5L (PARALLEL 5TRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET MANUFACTURER'S SPECIFICATIONS. BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLAGIN6 A. WEYERHAEU5ER TRUS JOIST 2.2E PARALLAM P5L THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY ALL TO BE INSTALLED AS PER MANU. SPEG.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW PORK STATE '�I I �I �I `�` �I /�TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINC5, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR ENERGY CONSERVATION CONSTRUCTION GORE. I I `�S U J� T I O I V I `� S I R T I O I `� R �C l� I R I `�TS APPLICABLE CODES AND 6001P PRACTICE. DEVIATIONS FRON THE DRAWINGS 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLA55 DOORS, WINDOWS, OR AUTHORIZATION OF THE ARCHITEOVENOINEEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.5.5. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL ANY OTHER TYPE OF 0LA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A206.1 AND ANY A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 7, ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL PROPOSED DESION CODE PRESCRIPTIVE VALUE NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. SCREEN5 AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. COMPONENT COMPLIES NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE PERTAINING ARE TO BE FIELD VERIFIED. VALUE CITATION PER 2020 NYSEGGG) OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 6. ALL GLASS I5 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLA55 20. CONTRACTOR TO REMOVE $ RELOCATE AS REQUIRED ALL EXI5TIN6 WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA A1414.1 CELLULOSIC, SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0206 STANDARD 5PEGIFICATION FOR IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC, FIBER IN5ULATIN6 BOARD. q. ALL WINDOWS TO BE ANDERSEEN. IF CONTRACTOR 15 TO 5UB5TITUTE WITH U-VALUE = 0.25 MAX. U-VALUE = 0.32 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'5 HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM WOES. ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE FENESTRATION U-VALUE AIR LEAKAGE = 0.30 GFM/SF MAX. AIR LEAKAGE = 0.50 GFM/SF YES SPECIFICATIONS, UNLESS NOTED OTHERWISE. 1.5.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH PER R402.4.3 8 TABLE R402.1.4 - CLIMATE ZONE 4 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENT5 OF U.S. THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE 22. PROVIDE FIREBLOCKINO AS PER NEW 'YORK ACCESSIBILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DE516N PRESSURE, THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE GOVERNING BUILDING GORE, AND ANY ADDITIONAL ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS GEILIN6 R-VALUE R-4q GATT INSULATION MIN. R-VALUE = 4q YES HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION PER TABLE R402.1.2 - CLIMATE ZONE 4 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY OF THE HOLE SHALL NOT BE CLOSER THAN 5/6 TO THE EDGE OF THE STUD. REQUIREMENTS. UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS REPORTS. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GR055-SECTION. --- COPYRIGHT PROTECTION ACT OF AqO (A4^1GPA), WHICH HAS SEVERE PENALTIES. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL 10. WINDOWS IN TUB/5HOWER ENGL05URE5 AND WITHIN STAIRWAYS SHALL BE EXTERIOR (2"x(o") WOOD MIN. R-VALUE = 20 (CAVITY) 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. TEMPERED 6LA55. FRAME WALL R-VALUE R-21 BATT INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 YES GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, II. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL NOTES, AND TABLES ON PAGE 6-003 d 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 0.2.1 SQUARE AND GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE CONSTRUCTION;5STD 10-qq AND 2016 SBG HIGH WIND EDITION WOOD FRAME SPECIFIES THE REQ V NAILING FOR THE 5HEATHIN6 (ANY NAILING HEX BOLTS AND 5CREW5 (INCH SERIES). M1551LE TEST OF A5TM EA% AND ASTM E1666 AS MODIFIED BY 2020 NY5 BG FLOOR R-VALUE R-50 BATT INSULATION MIN R-VALUE = IQ YES w CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FA5TENIN6 SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET PER TABLE R402.1.2 - CLIMATE ZONE 4 I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, SCHEDULE). HOEDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2, LAG SCREWS: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR 2 FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED, 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEG.'s). A5ME 15I6.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). AN51/DASMA 115. COMPLIANCE STATEMENT: O HOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. c� 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 2.2.5. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN INCLUDED IN THE STANDARD BUILDING GODS, SECTION 2306 OF IBC SHALL 12. A5 AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE U51NG CHAPTER 4 [RE]. BE USED IN ACCORDANCE WITH MANUFACTURER'S ION 25 '= OF 15 NS. 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN A THICKNESS OF NOT LE55 THAN J" AND A SPAN OF NOT MORE THAN 6' 5HALL WOOD P05TIN6 TO BE BLOCKED 50LIM TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, BE PERMITTED AS 6LAZIN6 PROTECTION. PANELS SHALL BE PRECUT AND 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED TREATED WOOD d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENT5 ATTACHED TO THE FRAMING 5URROUNDIN6 THE OPENING. PANELS SHALL BE DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL WALL w/ STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. SECURE w/(2) I/2" ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE w EXIST. WALLS t 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR 5TRAPPIN6 51ZE AND R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT Q 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" 6AOE ARE 5PEGIFIED, MINIMUM A5TM A653, STRUCTURAL QUALITY, CORRo51ON-RE5I5TANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED 5HEATHIN6 AND 51DIN6, FRAMING ANCHORS OR CONNEGTO'RS 5HALL BE WIDE 3 COURSES OF 50LID BRICK MASONRY CENTERED ® P05TIN6, U.O.N). GRADE 53 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL ON THE BUILDING. TABLE R50I l PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENT5 OF THE COVERNIN6 BUILDING CODE AND ANY CLIMATIC 4 GEOGRAPHIC DESIGN CRITERIA PROJECT' AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENT5 AS SET FORTH IN THE MANUFACTURER'S ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS STANDARD 5HEARWALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, CODE EVALUATION REPORTS. ELECTRICAL: 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING U.O.N. WITH TOP CAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 6" LONG I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM GROUND 5NOW LOAD 25 1_55 RAFTERS EXCEPT W _:HERE COLLAR TIE OF I xb OR 2 x4 LUMBER 15 w/b RISE 4 w s /(2) /4 m BOLTS THROUGH CENTER LINE OF VERTICAL LE05 2.2.5. NAILS:5PECIFI NAILS SHALL COMPLY HITH A5TM F FOR DRIVEN FASTENERS: i TO 2011 NATIONAL Y CONSERVATION CTRIC OPE, NFFA -TO ON CODE. 2020 NEW YORK STATE ALLOWABLE D I LO LLO LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH To EACH PAIR OF SET 6 A DIST.,U.O.N. - ADDITIONAL INFO. I5 FOUND ON PACE 6-005. NAILS5P KES AND STAPLES. STRUCTURAL MEMBERBASK HIND DEFLECTION BAS WIND SPEED 150 MPH RAFTERS. 2.2.6. PNEUMATIC NAILS AND 5TAPLE5: PNEUMATIC, NAILS AND STAPLES 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON RESIDENCE ASPHALT ROOFING 5HINGLE5 SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GODS COMPLETION OF WORK. RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATEGORY 15 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. I. ALL SLOPED ROOFING 5HINGLE5 SHALL BE GAF-GLA55-A ASPHALT ROOFING AND ANY ADDITIONAL REQUIREMENT5 AS SET FORTH IN THE L/150 -I. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 46 AND EVERY SHINOLE5 OR APPROVED EQUAL. MANUFACTURER'S CODE EVALUATION REPORTS. 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA '12: W/ NO FINISHED GEILIN6 ATTACHED TO RAFTERS SEI5MIC DE516N CATEC70RY B - GENERALLY, VERIFY OR PROVIDE HARD WIRED 16" WITHIN 4' OF EXTERIOR CORNERS. 2. 5HINGLE5 SHALL BE APPLIED OVER 15# BUILDING FELT, UNLE55 OTHERWISE 2.2.1. SCREWS: 5GREW5 SHALL COMPLY WITH AN51/A5ME B 15.6.1 SMOKE DETECTORS w/BATTERY BACK-UP IN: INTERIOR WALLS S PARTITIONS H/150 NOTED. ALSO, CONTRACTORS OPTION TO APPLY OAF-WEATHER-WATCH ICE WOODSGREW5 (INCH SERIES). WEATHERING SEVERE 870 INLET LANE 6. SILL PLATE TO FOUNDATION ANGHORA:SE;SILL PLATE SHALL BE ANGRORED AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL A. EACH SLEEPING ROOM TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLA5HIN6 CONDITIONS. FLOORS $ PLASTERED CEILINGS 1-/360 1 GREENPORT NY 11944 OF J" AND 3"x3"xi" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE MECHANICAL CONNECTIONS: B. OUTSIDE OF EACH SEPARATE SLEEPING FROST LINE DEPTH 3-O PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF I. ALL MECHANICAL CONNECTIONS SPECIFIED AS SIMPSON MAY BE TERMITE � MODERATE TO HEAVY „ AREA IN THE IMMEDIATE VICINITY OF ALL OTHER STRUCTURAL MEMBERS L/240 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 'T IN CONCRETE/MASONRY CONSTRUCTION. THE BEDROOMS (GENERALLY THE HALLWAY) FOUNDATIONS. ANCHOR 50LT5 SHALL 13E LOCATED WITHIN 12 OR CORNERS SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. DRAWING TITLE: AND AT SPACING NOT EXCEEDING 4' CN CENTER. 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFAGTURER'5 C. EVERY LEVEL OF DWELLING EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 ICE BARRIER REQUIRED YES SPECIFICATIONS. 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED (BASEMENT, FIRST FLOOR, d SECOND FLOOR, ETC) GENERAL NOTES BY "51MP5ON" MANUFACTURER. EXTERIOR WALLS - WIND LOADS W/BRITTLE FINISHES L/240 5. NAILING OF ROOFING SHALL BE TO CODE. ENERGY TABLE CODES AND REFERENCE STANDARD: 5. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK 6. CORROSION RE515TANT II CAGE ROOFING NAILS AND 16 6ACE STAPLES ARE INDICATED IN "51MPSON" PRODUCT LITERATURE. THERE MAY BE 5EVERAL EXTERIOR WALLS - WIND LOADS W/FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 PERMITTED LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK LOADING VALUES ARE LE55 THAN WHAT 15 SPECIFIED BY "SIMPSON" STATE ENERGY CONSERVATION CONSTRUCTION GORE. 1. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF 2:12 PITCHES TO 4:12 PITCHES 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME 6. ASPHALT 5HINGLE5 SHALL BE TESTED To DETERMINE THE RESISTANCE OF 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER STRUCTURAL DESIGN LOADS PAGE: CONSTRUCTION MANUAL BY THE AMERIGAN. FOREST 4 PAPER ASSOCIATION THE SEALANT TO UPLIFT FORGES USING ASTM D 6381. MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. (AFBPA) AMERIGAN WOOD COUNCIL (AI-40). G-002w00 GYPSUM WALL BOARD 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER USE LIVE LOAD DEAD LOAD 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE 1. 6YP5UM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT SPECIFICATIONS OF THE PRODUCT BEING INSTALLED PLUMBING CODE. COMPOUND METHOD. T VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY EXTERIOR BALCONIES 40 psf 15 psf 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE 2. ALL 6YP5UM BOARD SHALL BE 1/2" ON WALLS AND GEILIN6, UNLE55 ARCHITECT MECHANICAL GORE AND 2020 NEW YORK STATE FUEL OAS CODE. OTHERWISE NOTED. WATER RESISTANT (W.R) AT BATHROOMS AND WHERE 5. ALL CONNECTORS 5PEGIFIED AS A SIMPSON TOP MOUNTED BEAM DECKS 40 psf 15 psf 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC DEEMED APPLICABLE. HANGER 5HALL BE ALLOWED TO BE 5UB5TITUTED WITH A TOP MOUNTED DATE: 02/12/25 2 OF 9 CODE, NFPA'10 AND 2020 NEW YORK STATE ENERGY CONSERVATION BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. PASSENGER VEHICLE GARAGES 50 psf A5 PER PLAN CONSTRUCTION GORE. 3. 5/6", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON GEILIN6 AND WALLS (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET INSULATION IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUCING ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42") 10 psf 15 psf I I I. ALL EXTERIOR WALLS AND ROOFS 5HALL BE INSULATED WITH FOIL FACED . R OR IF PLACED CONCRETE PANELS OF 5/6'EOUIPMENT, CONCRETE "HI KNE55 M N MUMN WOOD FRAME, INSTALL FOILRTOLBE PLA BA T INSULATION TOWARD WARM BY H DMANVILLE OR APPROVED EQUAL. ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf .` D �? 4. FINISH JOINTS, J-BEAD5, NAIL DIMPLES, CORNERS, AND EDOE5 SHALL BE 2. PROVIDE 2" R-10 RI61D FOAM INSULATION FOR EXTERIOR FOUNDATION ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf AJ TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS WALLS FROM b" BELOW GRADE TO 24" BELOW GRAVE IF DESIRED BY TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE SLEEPING ROOMS 30 psf 15 psf c4 a 0. 5. METAL CORNER BEAD To BE USED ON ALL OUTSIDE CORNERS AND AROUND ., I� ALL OPENINGS. 3. GENERALLY, UNLE55 NOTED OTHERWISE, INSULATE AS FOLLOWS: STAIRS 40 psf 15 psf - q" R-50 FOR FLAT CEILINGS b. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 0-003. - 6.25" R-50C FOR VAULTED AND CATHEDRAL GEILIN65 -� s37 - 3.5" R-15 FOR 2"x4" WALL CONSTRUCTION GUARDRAILS AND HANDRAILS 200 psf 15 psf A� - 5.25" R-21 FOR Vxb" WALL CONSTRUCTION - 5.25" R-21 FOR FLOORS ROOF LOADING (LIVE = 6ROUND SNOW LOAD) 25 psf 12 psf FOR ATTIC I� 15 psf FOR GATH. 'BALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH ASCE '7-16 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) t�OLDOWN DATA I LS T'rF I GAL NA NO/STRAFF I NO REOU I REMENTS FOR FASTENING SCHEDULE A Q ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEC.'s;MANUFACTURER U F L I F T/ SHEAR/ $ LATERAL Jul I N D RE S I S TA N G E NOTE: TH 15 SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS 0 SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-005 FOR STRAPPING AND NAILING REQUIREMENTS, w AND ROUGH OPENING FRAMING REQUIREMENTS) w "ALL 5TRAPPINO TO BE V4"x 20 OAUCE** -- "51MP50N" EQUIVALENT - 0520 (COILED STRAP) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE J o *USE IOd NAILS IF STRAPPING 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2018 WOOD FRAME GONDTRUGTION MANUAL TABLE 3.0 N HOLDC WN A HOEDOWN 'B' DESCRIPTION FA5TENER 5PEG. FASTENER c p�j 0 GONNEGTION A NA LINO O R I D AND QUANTITY SPACING O FOR, UNDATI MIST 1\ ROOF l$ GE I L I NO FRAM I NO = • 0 AT RAFTER TO RIDGE 4ry :,.., N �; CONNECTION: I.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A Ibd L I „ �„""" COMMON NAIL w/o PREBORED HOLES. Lo Z � ENDWALL ENDWALL „„„„- RAFTER TO TOP PLATE (TOE-NAIL) SEE PACE 0-005 PER RAFTER O .c r- T_ (5) 2x FULL (5) 2x FULL CORNER STUD �Iv 2. 2.WOOD 15 A55UMED TO BE D,F,#2 b BTR. IN DRY USE 0- 0 N HEIGHT STUD HEIGHT STUD CONNECTED TO "==.� - FOR STRAP - .3_ 8 d• COMMON R.R. 2" iv SERVICE x � CORNER STUD TRANSFER SHEAR NAILS ® EA. END OF STRAP. GEILIN6 JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE C-005 PER JOIST � U ,CONNECTED TO 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL C :3 ((7 TRANSFER SHEAR "SIMPSON" HDQS FOR ROOF SLOPES UNDER 5:12 WITH �h 0 •- (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL GEILIN6 JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PA6E 6-005 EACH LAP 0 0 fit_+ • HOEDOWN ANCHOR ® 2-I6d COMMON HOLE5,SET NEW MEMBER. 2-I6d COMMON ROOF SPANS OF 24 OR GREATER, 4 1 N • ��-+ LOCATIONS NOTED NAILS ® 6 O.G. # • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED O NAILS ® 6" O.G. 6 USE 4 8 d COMMON NAILS ® EA. • • GEILIN6 JOIST LAPS OVER PARTITIONS (FACE-NAIL) CI-I6d COMMON EACH LAP C 0 .. AO" O.G. IF BLOCKED ON PLANS 10 O.G. IF BLOGKE . CORNER P05T CORNER POST �.� END OF STRAP. G.J. G.TIES ?4 • • TI&HTLY SECTION BOND THE END OF THE NAILL TO CLINCH A clo°HANOLE,5EE NAILS(TOQ r O R - SEE A - GOLLA TIE TO RAFTER FACE NAIL P CE 6 003 PER TIE GRAPHIC BELOI^!) W "SIMPSON" HDQb THE ABOVE ASSUMES A RAFTER n N 6.DIMENSIONS ARE DERIVED FROM THE NOS COMMENTARY (TOE- NAIL)I N65 2-ad OF I6 O.G.; FOR BLOCKING TO RAFTER (TOE NAIL) 2 Sd COMMON EACH END HOEDOWN ANCHOR ® „ SECTION 12.4-PLACEMENT OF NAILS 3 SPIKES d TABLE LOCATIONS NOTED a OF 24 O.G., INCREASE NAILING BY A GR 4-1. ON PLANS — FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END GONNEGTION BI a 52 AT RAFTER TO TOP PLATE TO STUD WALL FRAMING HOEDOWN INSTALLATION OPTIONS: �Y„ GONNEGTION: U � FOR NEW P. GONG. FOUND.'s '� ° ° ° FOR STRAP - 3 8 d* COMMON NAILS ® EA. B2 TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON I PER FOOT /7 M HOLDOWN CAST IN PLACE w/7/b"O THREADED ROD END. Q W • . END OF STRAP. ' • TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE FOR EXIST, P. GONG, OR NEWLY CURRED FOUND.'s . SEE II WHEN IN TOWN OF (SLIP OR NAILING ? b"� THREADED ROD PRE-DRILLED EMBEDDED 12" INTO NOS j GEOMETRY EXCEEDS THAT PERMITTED IN • • CONCRETE W "SIMPSON" SET (HIGH 5TRENOTH EPDXY ---� B� • • MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (PAGE-NAIL) 2-I6d COMMON 24" O.G. • ADHESIVE), s FOR TEMP.'s O°F-40°F USE "SIMPSON" AT I y I I I 51MP50N #H2A (OR EQUAL) RAFTER TIE (HIGH 5TRENGTH ACRYLIC ADHESIVE) "^~."~ter HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG ED6E51 FOR EXIST. /NEW G.M.U. (GONG. BLOCK) • FOR TOENAILIN6 - 5 8 d COMMON NAILS FILL TOP 2 COURSES SOLID d CAST IN PLACE HOEDOWN USE SAME ' • TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD, r FILL L TO THREADED ROD CONNECTION "._-„�~ ; FOR G.J. TO R.R. - Q I(o d COMMON NAILS �./ REGUIREMENT5 FOR ~~ ». . BOTTOM PLATE To FLOOR JOIST, BAND JOIST, 2-I6d COMMON 12 PER FOOT RAISED C.J.'s(WHEN AT G.J. TO G.J. CONNECTION: ENDJo15T, or BLOCKING (FACE-NAIL) HGLDOWN 'G� HOEDOWN 'D' APPLICABLE) F02 EA pb d G MMONLATE TO D AABSVE e OR BELOW FOR G.J. TO G.J. - q 16 d COMMON NAILS FLOOR FRAMING V J I-oFOUNDATIONST FOR NEWLY POURED GONNEGTI ON 01 1$ G2 U • JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-5d COMMON PER J015T FOUNDATION 0 ONE STORY ONLY (5) 2x FULL ENDWALL BRIDGING TO J015T (TOE-NAIL) 2-5d COMMON EACH END HE16HT STUD CORNER STUD CONNECTED TO BLOCKING TO J015T (TOE-NAIL) 2-5d COMMON EACH END TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY "SIMPSON" HM095 (5) 2x FULL ,,.-r'�� : ° BLOCKING TO SILL or HOEDOWN ANCHOR ® 2-Ibd COMMON HEIGHT STUD -'' • G2 "'-""' '„" TO 5TUD CONNECTION: 5-I6d COMMON EACH BLOCK. LOCATIONS NOTED NAILS ® 6" O.G. +f .-" I ° TOP PLATE (TOE-NAIL) ON PLANS O.G. IF BLOCKED CORNER POST FOR STRAP - 5 5 d* COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 5-I6d COMMON EACH JOIST C NAILS ® EA. END OF STRAP JOIST ON LEDGER TO BEAM (TOE-NAIL) 5-bd COMMON PER JOIST j FOR EA. PLATE TO STUD ABOVE S OR 2-I6d G Ir4MON NAILS ® " O.t. ° III BELOW - 2 J6 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 5-I6d COMMON PER JOIST �``•• BAND J015T TO SILL or TOP PLATE (TOE-NAIL) 2-Ibd COMMON PER FOOT o a ROOF SHEATH I NO STRUCTURAL PANELS: INTERIOR ZONE bd COMMON 6" EDGE / 12" FIELD a "SIMPSON" ST DI4 FOONNE07ION DI D2 SOLID PERIMETER EDGE ZONE ' bd COMMON 6" EDGE / 6" FIELD HOLDOWN INSTALLATION OPTIONS: BLOCKING� EA.BAY GABLE END UP TO q" RAKE OVERHANGWALL RAKE OR RAKE TRUSS W bd COMMON 4" O.G. FOR NEW P. GONG. FOUND.'s ,,..-•••••"""� HOEDOWN CAST IN PLACE W-1/b"4) THREADED ROD .,...-„"""" • AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NO SHEATH I NO FOR EXIST, P. GONG. OR NEWLY CURRIED FOUND.'s '"" • CONCRETE THREADED ROD (FRET (HIGH D) EMBEDDED MB TD EPDXY INTO I/2 MIN. PLATE(5) CONNECTION: D2 " ADHESIVE), d FOR TEMP.'s O°F-40°F USE "SIMPSON" AT GYPSUM WALLBOARD 5d COOLERS -1" EDGE / 10" FIELD (HIGH STRENGTH ACRYLIC: ADHESIVE) CORNER ° FOR STRAP - 5 8 d• COMMON NAILS ® EA. -- I ONE #4 REBAR -� END OF STRAP (WRAP STRAP UNDER SILL FL) FOR EXIST. /NEW G.M.U. (GONG:. BLOCK) SPECIFIED ON D ° WALL 5HEATHINO TYP. FOUND. NOTE • FILL TOP 2 COURSES SOLID d CAST IN PLACE HOLDOWN o o FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - w/Ve,"O THREADED ROD 2 16 d COMMON NAILS I STRUCTURAL PANELS bd COMMON 6" EDGE / 12" FIELD ALTERNATE CONFIGURATION - ABOVE STUD TO ii, GYPSUM WALLBOARD 5d COOLERS "i" EDGE / 10" FIELD t " FLOOR CONNECTION w/ # LPT4 SIMPSON (OR --------- " � 8d NATRA EA.(5) �Z,•, N LINO/S TRA F F I N O © W I N D O I�/DOOR HEADER STANDARD/ALTERNATE EQUAL) is PLATFORM TO SILL PLATES "`~"-. "" OF EA.STRAP TO EA.J015T-(FOR FLOOR SHEATHING (SUBFLOOR) 2 ALTERNATE USE 0 51MPSON H2.5A) V NOTATION: STRUCTURAL PANELS: A -NUMBER OF bd NAILS ® EA. END OF 5TRAPPIN6 (2015 WFGM, TABLE 5.1, P. I69);WHEN STRAPP NO GONNEGTI ON E ."-- I" or LESS: bd COMMON 6" EDGE / 12" FIELD REOVRE5 OVER 14 NAILS,USE SIMPSON C516 STRAPPING (OR EQUAL). ~"""„ GREATER THAN I": IOd COMMON 6" EDGE / 12" FIELD B -NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (201b WFGM,TABLE 5.255,P. ql) - .„- „""„"„ C -NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(2016 WFGM, TABLE 5.250, P. 2c ; ALTERNATE AS PER TABLE 5.25D, P. 2q5) -" " • 1 - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. w A -D D - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER is EA. SIDE AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. Q (2015 WFGM,TABLE 5.'i, P. Ibq) ° FOR EXAMPLE, IF WALL SHEATHING IS NAILED 5" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER PLATE(5) CONNECTION _G E (2-PLY) - NUMBER OF JACK STUDS ® EA. END OF 2-PLY HEADER(2018 WFGM,TABLE 5.22F,P. b) ° e a SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR E (5-PLY) - NUMBER OF JACK STUDS ® EA. END OF 5-PLY HEADER (2015 WFGM,TABLE 5.22F,P. 2 5) ° a ° °a ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: B IF - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF 51LL(5) ® EA. IMF g a ° a ° ° a ° a °a - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF E (DOES NOT APPLY TO DOORS) (2016 WFGM,TABLE 5.6,P. 141) "" ° ° FOR STRAP - 5 8 d COMMON NAILS ® EA. NAILS SHALL BE PERMITTED TO BE REDUCED TO I-I6D NAIL PER FOOT. END OF STRAP (WRAP STRAP UNDER SILL PL.) - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH D I LO LLO FA5TENINO 5GHEOULE B Wes~ '"'`"". ° ° SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE -F ROUGH OPENING FRAMING REGUIREMENTS FOR WINDOW/DOOR OPENINGS ` - ° d° ° d (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 200 EDITION "M" ge FOR EA. PLATE TO 57UD ABOVE a OR BELOW - USED. RESIDENCE ""'"••••••. 2 16 d COMMON NAILS t. MAX NOTATION E E 51 ONAGE FOR TRU55 TYPE, FRE—ENOI NEERED ROUGH A B G D (2-PLY (3-PLY F WOOD, AND/OR TIMBER GONDTRUGTION OPENING HDFU HDW ! 870 INLET LANE ;' THE FOLLOWING SIGNAGE SHALL BE AFFIXED TO THE ELEGTRIG METER BOX ATTACHED A� 2'-011 2 1 1 2 1 1 2 TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE GREENPORT, NY 11944 RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR 4'-0" 5 1 2 5 1 1 3 SQL I G I NO O TOi= i�LAT BRAGINO/STRAFFINO AUTHORITY HAVING JURISDICTION: DRAWING TITLE:GABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE PROVIDE (2) 2"xl0" HDR (MIN.) U.O.N. b'-O" 4 I 3 4 I I 4 TOP PLATE BLOGKIN6 2 FOR RAKES 12"OR HOLDOWN, ANCHOR BOLT, b'-O" 6 2 5 5 1 1 5 SPLICE -{ BAYS BACK o LIN6 PROVIDE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BLOCKING. 12°O.G. GON5TRUGTION TYPE DESIGNATION SHALL LENGTH 4'-0" O.G. \-,,,To=MVE RAKE O.H. BE "I", "I I", "III", "IV", OR "V" TO INDICATE STRAPPING, & NAILING DETAILS FOR WIND - EXPOSURES B+FG - FOR WIND - EXPOSURES B8G - 10'-O" 7 2 4 6 2 1 6 ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE THE 5TRUGTURE UNDER SECTION 602 OF O° 8 2 5 8 2 I 8 BUILDING MINIMUM SPLICE 1°` BUILDING MINIMUM SPLIGE'�'` THE NYD BC. DIMENSION (FT) LENGTH (FT) DIMENSION (FT.) LENGTH (FT.) TYP. STRAP w/(5) PAGE: bd NAILS EA. END DESIGNATION FOR 5TRUCTURAL 12'-0" 2'-0"/2'-6" 12'-0" 3'-O" OF EA. STRAP .40 6" DIAMETER COMPONENT5 THAT ARE OF TRUSS TYPE, G-003mOO 16-0 4-o TTIG PRE-ENGINEERED WOOD, OR TIMBER ANCHOR BOLT SFEG 1 F 1 GATT ONS 1: 1 A GONSTRUGTION AS FOLLOWS: 1 d a "1'" = FLOOR FRAMING, INCLUDING 20'-O" 4'-O"/5'-O" 20'-O" 5'-O" - ` ' - BLOGKIN6 2 BAYS GIRDERS $ BEAMS 6"-12" SPECIFICATION (2015 WFGM TABLES 5.2A 8 5.25, P. 15-7-I60) „ BACK® 4'-0" O.C. - "R" = ROOF FRAMING CORNER sq 24'-0" 4'-0"/5'-O" 24'-0" 6-o - "FR" = FLOOR $ ROOF FRAMING DATE: 02/12/25 3 OF 9 CONDITION FOR ALL STRUCTURES: 5/a"O ANCHOR BOLTS ® 5�1" O.G. 52'-0" 6'-O"/`7'-6" 52'—O" b1-0" SECOND FLOOR fV 56'-0" -7'-0"/b'-q" 56'-O" NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE I. MIN. '7" EMBEDMENT INTO CONCRETE LENOTH5,THE NAIL SPAGIN6 SHALL BE REDUCED IN ORDER TO 40-O b-O /10-O 40-O II'-O" BLOCKING 2 BAYS f ' • PROVIDE AN EQUIVALENT NUMBER OF NAILS �' ` R�' t�� i a, fi e END W/ 5" SQUARE WASHERS AND END NUT SETUP; BACK ® 4'-0° o.G. :.; „ CG f v - •�`� �: 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-O" 10'-O"/12'-b" 50'-0" CONDITION 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. FILL IN EXPOSURE B TYP.STRAP w/(5) STROKE �- iv bd NAILS EA. END �' v• TOP TWO COURSED SOLID i T 5.TABULATED SPLICE LEN6TH5 ARE BASED ON 6 FOOT WALL 60'-O" 12'-0"/15'-O" 60'-O" Ib'-O" OF EA. STRAP to '' ya D HEIGHTS FOR OTHER WALL HEI&HT5,H,THE TABULATED UNIT I 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR mot, �L LATERAL LOADS SHALL BE MULTIPLIED BY H/6; FIRST FLOOR PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWN5 FOR 5HEARWALLS FOR ALTERNATIVE WALL HEI&HT5 MULTIPLY THE ABOVE •70-O 14-O 70-0 Iq-O - NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR �T �371 J® 5. ANCHOR BOLTS ARE To BE BETWEEN b" $ 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): FROM ENDS AND CORNERS (TWO ® CORNERS) a'WALL - 1.125 60-0 Ib-O 60-01 22-0 REFLECTIVE REFLECTIVE �OF I�l ''� (SEE DIAGRAM TO LEFT) 1 lo'WALL- 1.25 BLOCKING 2 BAYS RED PANTONE WHITE 1'WALL- 1.515 THIS COLUMN w/MULTIPLIER BACK 0 4'-0" O.G. 4. COORDINATE H/ HOLDOWN LOCATIONS 12'WALL- 1.5 FOR 10'-O•WALL #187 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAM i NO ORAPH 1 C5 CONTI NUOU5 BUILT-UP C 1 RDER5, 5 OR MORE SUPPORTSCL (THAT EXCEED FRAMING STANDARDS, IT 15 REO'D FOR FRAMER TO HAVE A REBLOC, I 0 FOR FLATFORM WOOD FRAM I I O Q WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL GORE) BETWEEN I/b ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER [le. WOOD I—JOISTS] SEE MANU. SPEC.'S FOR ADDITIONAL INFO.) � a 1/4 OF A WHEN GIRDERS MADE UP OF J015T5 NAILED Lli CONNECTION DESCRIPTION TOGETHER 51ME BY 51ME ARE CONTINUOUS OVER W BLOCK I NO UNDER LOAD BEARI NO WALL PATTERN THREE OR MORE 5UPPORT5, JOINTS ARE TO BE 1. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES J 0 NON-LOAD BEARING WALL OFFSET FROM SUPPORT A (2)ROWS IOd NAILS a 12"O.G. MAX.52" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPIN6. w 14) THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST Q 4_0 5TUDUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRE5LOPPIN6. STUDS B f3)ROWS IOd NAILS• 12"O.C.oc THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE C LO 0 SUBFLOOR SUBFLOOR (2)ROWS 1/2" m BOLTS a 12"O.G.STAGGERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE G DBL.a ENDS TWO-PIECE " r SOLE PLATE D (2)ROWS I/2" a BOLTS• Ib"O.G. BUILT UP GIRDER P MAX.52" NAILING: PLATE SERVE AS FIRESTOPPIN6. •Q ii 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE w }- 0 SOLE PLATE TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE 4-j E (2)ROWS 1/2" m BOLTS a 24"O.G. 51ME WITH IOd NAILS, TWO NEAR EACH END OF JOIST SERVES AS FIRESTOPPING. O Z EACH PIECE, OTHERS STAGGERED WITH A DISTANCE 5 5. FIRESTOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING BETWEEN I/6 0- ._ e— T_ (2)ROWS 5-3/6"TRUSSLOGK SCREWS a l2" P.C. a 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL - OR OF NONCOM-BUSTIBLE FILL. 0 "CV F SGREI^ED ON(I)SIDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH - X U G (2)ROWS s-5/6"TRUsSLoGK 5cREW5 a 16"O.G. PP SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE C O 5GREWED ON(1)SIDE OF MEMBER JOIST, OTHERS STAGGERED w/ A DISTANCE OF 52" AND 2 INCHES OF WOOD BLOGKIN6 PLACED BETWEEN O 0 m , H (2)ROWS 5-s/6"TRUSSLOGK SCREWS a 24"o.C. JOISTS SERVE AS FIRE5TOPPING. JOIST SCREWED ON(1)51DE of MEMBER BETWEEN NAILS IN A HORIZONTAL LINE. _ 0 j+ Lo MAXIMUM OFFSET (2)ROWS 5"T"E,LOCK 50REW5 a 12"O.c. THREE-PIECE 'T. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND C N J BUILT UP&IRDER MAX.52" THREE-PIECE 61RDER5 ARE TO BE NAILED w/ 20d 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS 0 JOIST DEPTH,d SCREWED ON BOTH SIDE OF MEMBER r �' ' NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. �� SERVE AS FIRESTOPPING. Q �- � 0 MATCHED SIZE OF BLOCKING (2)ROW5 5"TRUSSLOCK SCREWS a 16"O.C. 4 (� UNDER NON-LOAD BEARING FIRE5TOPPIN6 AND K SCREWED ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE mil/ PARTITIONS ® 32" O.G. BLOCKING STUD (2)Rows 5"TRU55LocK SCREWS a 24"O.G. BETWEEN I/6 OTHERS STAGGERED w/ A DISTANCE OF NOT MORE 3 6. THE HEADER SERVES A5 FIRE-STOPPING. L SCREWED ON BOTH SIDE OF MEMBER a v4 of A THAN 32 BETWEEN NAILS IN A HORIZONTAL LINE. DOUBLE PLATE ------- a. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL FOUR-PIECE GIDER5 ARE TO BE A55EMLED AS BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO GE I L I NG BRAG I NG STRINGER TO SERVE AS FIRE5TOPPIN6. CANTILEVERED FLOOR I.BEAMS a HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED 6 GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN'A'WHEN V OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR a CONNECTION PATTERN V W R HEN 10' O LARGER p FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH o 5TUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2"FROM ONE 51DE TO THE OTHER BUILT UP 61RDER P GIRDERS ARE TO BE SECURELY ANCHORED TO 2 I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH U SUBFLOOR SOLE PLATE " &ABLE END FIRE5TOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF ^ ^ LATE CONTINUOUS MASONRY PIERS, NAILED TO WOOD POSTS OR I( ly 11 LATERAL BRACE a 6'O.G. TRUSS THE VERTICAL OPENING IS SEALED BY PLASTER ON THE GEILIN6 BAND BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE JOIST 2) lod NAILS TRUSS OR LEFT UNFILLED So THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL j� J� PLATFORM FRAME CONSTRUCTION 5HRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON NA L I NC FATTERNS FOR S DE LOADED BEAM5 0 c . FLUSH 5EA S> -LOCATIONS REQUIRUN6 FIRESTOPPIN6- NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE 10J Bd • — AS FIRESTOPPING. NAILS FIRE- FIRE- WOOD FIRESTOPPING FIRE5TOPPING STOPPING STOPPING FIRE- FIRE- SOLE FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING sroPP1NG V MULTIPLE-PIECE MEMBERS rm JOIST N r tlhll Ed COOLER NAILS a 10" O.G. NAILED BOLTED 2"x4"BLOCK NAILED TO EA. BRACE 2 ROWS I6d s ROWS Ibd 2 RorisN," 1 2 ROW5)4" 2 ROWS)5 VERTICAL BLOCKING W/(4) IOd NAILS COMMON COMMON eoLrs•24" BOLTS BOLTS FIRESTOPPING WHEN e 12"O.G.° a 12"O.G.° OG.5TA66ERE2� a 12'OZ. 0 6"O.G. COVERING 15 APPLIED ° TO /< 20 a.STRAP UNDERSIDE OF STUD &YPSUM BOARD 9 TWo ROWS 12"O.C. THREE Rows 12"oz. LOCATION I LOCATION 2 LOCATION 3 JOISTS Dill,, DOUBLE PLA *5d COOLER NAILS a 10" O.G. (10)6d NAILS BEAM SELECTION w/ 5TD. NAILING o " " 0 " " LOCATION 4 JOIST SHALL BE LOCATED DIRECTLY •DENOTES ALT.FOR USE OF DRYWALL 5GREW5DWALL 5TU AS NOTED IN NOTES "1 48 0 " " " o " " 0 5 NONCOMBUSTIBLE ALTERNATE FIRESTOPPING LOCATION NO OVER STUDS, UNLESS TOP PLATE IS 4" a EDGE/12"a FIELD FULLY BLOCKED I.TOP AND BOTTOM ROW5 SHOULD BE 2"FROM EDGES SOLE WOOD FIRESTOPPING OF GIRDER DESIGNED TO CARRY THE LOAD SCREWS#6 - Il's"TYPE W OR 5 FIRESrOPPING 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE DOLT AND SHOULD 6E LOCATED 2' TWO ROWS 24"O.G.STAGGERED TWO ROWS b"O.C. LOCATION 5 LOCATION 6 INTERIOR STUD DETAIL FROM THE TOP AND BOTTOM THE MEMBER.EVERY ND BOLT MUST EXTE rHRouGH THE FULL \ / /� THICKNESS Or THE MEMBER.USE SE WASHERS UNDER HEAD AND NUT. O O O O @ 0 O O O O OVERLAID ERLA I D ROOF 5.5TA6GER EACH ROW OF FASTENERS BY 12". O @ O O 0 O O O C 2"SPACE NOT l ATTACHMENT Q VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. Il,i,ll TO BE FILLED \ ® NONCOMBUSTIBLE FIRESTOPPING 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPING \ APPROX.I INCH THICK BOTH SIDE OF THE MEMBER. \ V I 6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6"O.G.OR TRIPLED FOR 4"OZ.NAIL SPACING. LOCATION '7 5TD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS, \ STRAPPING W/ 1.2 ROWS OF 16d COMMON NAILS(12'OZ)FOR DEPTHS 12"OR LESS 4 bd NAILS LOCATION 6 FIREsroPP1NG LOCATION 9 \ a EA.END a R.R. 8.5 ROWS OF I6d COMMON NAILS 02'04)FOR DEPTHS OF 14',16' $ 16'. LOCATION 10 IFULL WIDTH 2">k BLOCKIN& Z v GON57RUG7 1 ON DETAILS N I ND LOAD fi=ATH CONNECTION DETAILS TOP PLATE DRILL 2"0 INTO ROOF NTERSEGTI ON DET,41 L I DECK FOR STRAPPING INSTL. NOT TO SCALE X15T. OR NEW NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 loci NTINUOU5 LOWER TOE NAILS NOTED CONT.BLOGKIN& TOP PLATE SPIKED TO R.R.'s .i ALIGN NEW a EX. � R.R.AS SHOWN K I NO STUDS PLAN VIEW NOTE: 51MILAR a 'SHED' WOOD JO I S WOOD JO 1 5 ROOF,R.R. IN LINE CRIPPLE STUD BLOCKING JOIST HANOER HEADER In z GENERAL REQU I REIHENTS FOR GENERAL REQUIREMENTS FOR a W INSTALLATION OF GL II NOHED NAILS INSTALLATION OF TOE-NAILS O I RDER/HEADER -O o WOOD GIRDER JACK STUDS WOOD JOIST MAIN MEMBER W Q i Imo' a JO 1ST FRAMING OVER WOOD OI RDER JOIST FRAM I NO FLUSH WITH O I RDER/HEADER TYP I GAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN a AN ANGLE OF PROJECT: MEMB£ DIAM.x 5 APPROX. 30° w/THE MAIN MEMBER 6 STARTED APPROX. }� THE LENGTH OF THE NAIL FROM THE MEMBER END, D i L 0 L L 0 I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAIGHT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A, a0° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN RESIDENCE MEMBER, FOR THI5 APPLICATION, SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTER 0, NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED I AVOID N A.ITTSIDE OF A RAFTER OR GEILIN6 JOIST WALL STUD WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 3 TOE NAILS BOTTOM PLATE BOTTOM PLATE IN EA. SIDE WHEN FASTENED TO A 2"x6" TOP PLATE. BATHTUB - SUB FLOOR - 870 INLET LANE DOUBLE JOIST DOUBLE JOIST —fl TOP PLATE GREEN PORT, NY 11944 G_H I M. CHASE SECUR I NO Q STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS O BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS NO (SI a CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/ STUD°' TO ATTIC FLOOR $ BLK'6 TO R/L SIDES w/STRAPPING TO R/L SIDES) O N PAGE: TOP PLATE a o Q WIND RES 57AN7 CON57RUC7I ON CONNEC70R5 GHIM. CHASE WALLej V G-004mOO � * CONNECTION LOCATION: PART NUMBER: NOTES: Qw RIDGE-TO-RAFTERS 0520 Q 21" APPLY TO EACH PAIR OF RAFTERS a z ® RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER DATE: 02/12 25 4 u / OF 9 ROOF o RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER z REQ D BLOCIQN6 a PLATE—TO—WALL STUD C520 Q 18" APPLY TO EACH WALL STUD ` TO ALIGN w/STRAPPING F p ® EA. LEVEL ABOVEEO ' 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or C520 Q S6" _ THE FIRST FL. ® � APPLY TO EACH WALL STUD FLOowCLO. APPLY TO EACH JACK STUD ® EO HEADER-TO-JACK 5TUD C520 Q 1211 7 CRIPPLE STUD—TO—HEADER H3 APPLY TO EACH CRIPPLE STUD " a :rr 71s" SHEAR WALL HOLDIDOWN ANCHOR 557516 APPLY TO EACH 51DEWALL END Y- ST. FLOOR-UNDER-SILL PLATE C520 WRAP UNDER DOUBLE SILL PLATE �� SIDE VIEW PLAN VIEW I (USE WITH 3 SQUARE WASHERS) ®F �I��,,�` USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. OE I ` ERAL I �50L <E"*-r : Q _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.O. STL. Lw F-----i EXISTING TO REMAIN WHEN APPLICABLE) �\ //� NEW WOOD FRAME (L.G. NEW FOUNDATION WALL j v w 5TL. WHEN APPLICABLE) Q N NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL O El O WOOD FRAME (L.O. 57L. POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL � • O POST FOR b" WALL5), U.O.N. .}., N NEW 2-HR FIRE RATED L WOOD FRAME (L.O. STL. WHEN APPLICABLE) X U N O O O m -c O -+� L0 N p Q � �. :20 U � 4� m U � PORTION OF EXIST. EXIST. DOORS TO BE EXIST. COVERED PORCH • _ STORAGE UNIT 4 GONG. SLAB EXIST. REMOVED TO BE DEMOLISHED TO BE DEMOLISHED COVERED (n DECK v J - ----------- -------__- -- ------ ---- U I I I I I EXIST, I (EXIST. I I COVERED I I IUP 1 1 I DECK PORTION OF EXIST. \ WALL TO BE DEMOLISHED —+ j XIST. III STORAGE (III 15-7.4 S.F. NO WORK III I DEMOLITION NOTE: EXIST, LIVING 11 PROVIDE SHORING AND SUPPORT TO ALL AFFECTED ROOM III STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT I III OF ANY DEMOLITION OR CONSTRUCTION. I III I j EXIST. WINDOWS I TO BE REMOVED I TEMPORARY SHORING/DEMO SEQUENCING NOTES: I. INSTALL TEMP. POSTS d C71RDER PER DEMOLITION PLAN d PER DETAILS. 2.REMOVE EXIST. 61RDER. ———— ——— 3.INSTALL NEW ORDER PER PROPOSED PLANS;SECURE ———— ——— EXIST. FLOOR JOISTS TO NEW GIRDER. 4.REMOVE TEMP. POSTS 4 GIRDERS. EXIST. STORAGE 5,15 S.F. NO WORK �----- ---- EXIST. DOOR EXIST. IK TGHEN TO BE RELOCATED N DOWN NO WORK W 2axba '; NO WORK O V NO WORK EXIST. CELLAR ENTRY NO WORK NO WORK 51.1 S.F. N X Q DW lu O O c w PROJECT: f DILOLLO RESIDENCE NO WORK 870 INLET LANE NO WORK GREENPORT, NY 11944 DRAWING TITLE: PROPOSED DEMOLITION PLAN PAGE: FIt'OF05F 7) I7)EMOL I TI ON PLAN - ® m SCALE: I/4" = I'-O" Aoo DATE: 02/12/25 5 OF 9 D AP; c ` p ` , 0F {�� OENE AL_ 5�'�550L ENI' : Q EXISTING TO BE DEMOLI5HED NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. W EXISTING TO REMAIN WHEN APPLICABLE) � v Lil NEW WOOD FRAME (L.G. NEW FOUNDATION WALL STL. WHEN APPLICABLE) Q :L N NEW I-HR FIRE RATED © MIN. (2) 2 x4 STRUCTURAL ' o WOOD FRAME (L.G. 5TL. POST FOR 4 WALLS ? r- O WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL ),: O P05T FOR 6" WALL5), U.O.N. N • I NEW 2-HR FIRE RATED WOOD FRAME (L.G. 5TL. O .0 Z e�— WHEN APPL I GABLE) 0- x �N >, O I O O M FOUNDATION PLAN NOTES c p O v OHOLDOWN (FOUNDATION TO 157 FLOOR I HOLDOWN 'D' AS PER PAGE 6-005 O TYPICAL P. GONG. FOOTING 4 MALL CONSTRUCTION: O • (2) 2"x6" P.T. SILL PLATES w/COPPER TERMITE SHIELD $ SILL SEAL • ANCHOR BOLTS AS PER PAGE &-005 • P. GONG. FOUND. WALL AS PER DETAIL UPON • P. GONG. FOOTING AS PER DETAIL • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR ° — • B.O. FOOTING V—O" BELOW GRADE MIN. _ — — _ — _ _ _ _ ,—I 4 • I/2" EXPANSION JOINT 0 PERIMETER OF SLAB (WHEN F APPLICABLE) — — — — — — — — — — — • AIR WHEN APPLICABLE)IN P. CONC. FOR ORc�HES /PATIOS 5TOOP55 ( / — — — — — — _ — — • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET FOR HEIGHT OF WALL E SLAB (!^THEN APPLICABLE) V5)EXIST. P.T. ( 2"xl0" DROPPED 4—J O5 16"x5" DEEP P. GONG. CONTINUOUS FOOTING H AS PER DETAIL 2/A-50I (TYP.) V w I � (5) EXIST. P.T. D_ NQ dJ X — ALIGN _ _ W.P. I PROPOSED 5 in►� GRAWLSPAGE } I 24 S.F. 2 A-501 � p0 x:0 PROPOSED EXIST. ® GRAWLSPAGE BASEMENT u ACCESS;PROV. —UNHEATED— z (5) 2"x8" P.T. HDR. Z MODIFIED 1 ® —UNFINISHED- 4" P. SLAB x 1,05.7 S.F. lu "I'2" CL6. H6HT. FN- Z $EXIST. (3) 2"XS" DROPPED U — — — — — — — — — t� EXIST. o v UP EIxlsr. ° PROJECT: DILOLLO RESIDENCE O - - - - - - 870 INLET LANE GREENPORT, NY 11944 IEX15TIN,5 5LAB ON &RAPE ) DRAWING TITLE: PROPOSED FOUNDATION PLAN PAGE: A-102m00 DATE: 02/12/25 6 OF 9 O 20 ° 0 5 10 GRAPHIC SCALE 1/4"=1'-0" �c ® X � fi ROF05E7) FOUNDATION FLAN 0 S.F. HAE31TAE3LE SFAGE• 105-7 5F. OR055 AREA = � � SCALE: I/4�� I:_�:� .a 3 �. f .p y C®� IN��� OE I ERAL 5�/� 50L Ems,/ : ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "6-005" FOR NAILING $ 5TRAPPIN0 DETAILS. 1 I`�I I SEE DOOR SCHEDULE FOR ALL 0LA55 DOORS FROM SAME MANUFACTURER Q FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER EXISTING TO BE DEMOLISHED CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOWS WOOD FRAME (L.G. STL. 0„ NEW PARTIAL HEIGHT WINDOW CHART W EXISTING TO REMAIN WHEN APPLICABLE) EORE55 J NEW FOUNDATION WALL CLEAR LIGHT VENT i N � --{ NEW WOOD FRAME (L.G. ROUGH OPENING WINDOW DIMENSION I •• f -I STL. WHEN APPLICABLE) TAG TYPE MODEL # i OPENING PRO . PRO . TEMP' PER PER Q L0 -- - - --- - - NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL WIDTH- HEIG UNIT UNIT HT WIDTH HEIGHT O 0 a WOOD FRAME (L.G. STL. POST FOR 4 WALLS I ,- ,- I I „ WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL A PICTURE P4040 4 O 4 O 4-O 4-O 13.0 POST FOR 6" WALLS), U.O.N. N � O NEW 2-HR FIRE RATED WOOD FRAME (L.G. STL. C r- Z '_ WHEN APPLICABLE) 0- •o "N DOOR SCHEDULE _ x U O j DOOR MATERIAL p O m ;? Lo FLOOR PLAN NOTES 11 FIRE ��-' ON • ��-' TAG DESCRIPTION MANUFACTURER to RATING NOTES C O O DOOR NOTE: WIDTH HEIGHT F I' 4 Q a--- a- m O Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT IU ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT l ON PLANS BY 'THERMATRU' (OR EQUAL). FIRST FLOOR J 5.NOTE DOES NOT INDICATE EACH NEW DOOR PROPOSED;SEE " MIN. FROM P ,f DOOR SCHEDULE. 101 GLIDING ANDERSEN I6'-O" ' "4.PLACE DOORS 4 MIN. FROM PERPENDICULAR IL WALLS,U.O.N. 5. INSTALL AS PER MANU 5PEG.'s • — 6.PROVIDE (2) 2"xIO" HDR.,U.O.N. 1. SEE PACE 6-005 FOR ALL OTHER FRAMING U ELEMENTS AROUND DOORS (TYP, FOR ALL) U.D.N. WINDOW NOTE: O I. ALL NEW WINDOWS 8 DOORS SHALL BE ANDERSEN GA5EMENT, DOUBLE-HUNG,PICTURE, OR GLIDING (AS 54'-5" -- NOTED). INSTALL AS PER MANU. 'SPEC.'S. 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; SEE DE516NATION5 t WINDOW 5c-HEDULE. 5.FOR 5UBSTITUTION5, 5EE NOTE *4 IN "GLA55 WINDOW5 AND DOORS" ON PAGE 6-002. 4.ALL CASEMENT WINDOWS TO HAVE 5TRAIOHT ARM HINGE. 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WA5H U 6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: 6.1. FOR ALL 5KYLI6HT5 4 OPERABLE PANELS OF 5WIN61N6, SLIDIN6, 8 BIFOLD DOORS N 6.2. WITHIN IS" OF F.F. W Q • ' 6.5. WITHIN 24 OF A DOOR 6.4. WITHIN 5TAIRWAY5 $ WITHIN 56" OF A LANDING Q 6.5. WITHIN TUB/SHOWER ENCLOSURES 6.6. SEE AL50 GENERAL NOTES ON PAGE 6-002 n \ '1. SEE PAGE C-005 FOR FRAMIN6 ELEMENTS AROUND W WINDOWS (7YP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM (2) 2"xIO" HEADER U.O.N. 8.WINDOW FALL PROTECTION SHALLPORTION OF EXISTING BE PROVIDED PER. DECK NY5 R512.2 FOR OPERABLE WINDOWS WITH SILL HE16HT5 LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN-12" TO BE LEGALIZED ABOVE GRADE OR THE ADJACENT SURFACE AT THE (125 S.F. OF 625 S.F. TOTAL) BUILDING EXTERIOR. EGRESS NOTE: Q IN COMPLIANCE WITH NEW YORK STATE BUILDING EXIST. FRAME -; CODE, SECTION R510.2.1;THE FOLLOWING MEANS OF DECK 0 EGRESS SHALL BE FOLLOWED: 623 S.F. NET CLEAR OPENING........... 5.1 S.F. I EXIST. 5/4" DECKING NET CLEAR HEIGHT............... 24" MINIMUM NET CLEAR WIDTH................. 20" MINIMUM NEW FLOOR: T m Q O I. NEW J" PLYWOOD 5UBFLOOR BENEATH (CLUE d SCREW; SCREW PERIMETER OF 5HEATHIN5 6" O.G. d 12" O.G. INTERIOR. 2.NEW FINISHED FLOOR PER H.O. SELECTION ADDITION A-501 IDI I — 2 A (1)5.5"xlb" POWER BEAM HEADER - -- (3 I.5"x9.5" z LVL HEADER EXIST. 2"x&" R.R. 30'-2" ° m Q B � 4 L — — 2Qx6t -i MODIFIED O T; STORAGE p p in A (V 73 S.F. ^NO WORK MODIFIED N= cV= ` X Z LIVING ROOM t2 F m_ �? n iin 212xba 395 S.F. N ® N ® m 1 1� lu Ill RELOCATE- EXIST. DOOR �+I i i � I a I EXIST. FRAME N DECK PROJECT: MODIFIED STORAGE _ 20 S.F. L512XI& EXIST. 2"x8" R.R. DILOLLO RESIDENCE -NO WORK- EXIST. AND WORKS m 2ax6� °OWN -NO WORK- 870 INLET LANE GREENPORT, NY 11944 /N NO WORK ENO WORKti ENO WORKS DRAWING TITLE: CELLAR ENTRY c " °W PROPOSED FIRST FLOOR PLAN m PAGE: A-103m00 -NO WORK- -NO WORK- DATE: 02/12/25 7 OF 9 RC lc�,`.. a, \o_ 6r k(�0 0 5 10 20 GRAPHIC SCALE 1A n, T O FROi�05E1� FIRST FLOOR PLANPLAN1/4„_ ,-0:: -� � .J 1,742.5 5.F. HAE31TAE3LE SFAGE; 1,88&.5 S.F. OROSS AREA SCALE: 1/4" = P-o" Q 0 J p Q Lo C C) O o c Lo ;i CL p wN >1 o U I c co O O m -c O L Np a � CLMo Q) U = (a) m 4 + U � Q � — I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -55'-O" MAXIMUMHE— - - - - - 0 RIDGE HEIGHT ------ ------------------------------------- \ Z w , EXISTING GUTTER $ LEADER \ \ V LOCATIONS TO REMAIN ° ym \ \ z PROF. NEW SLIDING DOORS PER PLAN \ 9 ADDITION BENEATH EXISTING ROOF EX15TINO PORTION OP 5TORA6E -- — — —-- -- — --- — TO BE REMOVED PROJECT: U Fil u U =_ - NEW HINDOWS4 o D I L0 LLO �a PER PLAN LL RESIDENCE o i II FIRST FLOOR ELEV. +12.5' l II I I I II 15.3' � � 870 INLET LANE GREENPORT, NY 11944 . AVERAGE ORA12L/J ELEV. +10.4' CEDAR SHINGLE SIDING d PSIHITEVDRAWING TITLE: TRIM TO MATCH EXISTING NO —.- _.-. PROPOSED EXTERIOR ELEVATIONS EAST ELEVATION (REAR) 50ALE: 1/4" = I'-V PAGE: A-201. 00 DATE: 02/12/25 8 OF 9 is BUILDING 5EGTI ON 114OTE5 Q 0 NS w TYPICAL ROOF 4 CEILING COTRUCTION: W W • PROVIDE R-4Q BATT INSULATION (R-411 TOTAL) \\ -� Q • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES 12 A�4N 8 CONNECTION 'BI' A5 /0///�� PER PAGE 0-00 w r (0 NEW R.R. TO G.J. NEW EXTERIOR WALL GONSTRUc".TION (TYPJ: 1 — w O • "TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON G.J. PER PLAN \ N Z I • 1/2" GDX PLYWD. SHEATHING (BLOCKING ® ALL PLYWD Q CLo 5EAM5) UPON • 2"xb" STUDS ® 16" O.C. w/DBL. TOP PLATE 0 jE U 1 C/�-4� • MIN. R-21 BAIT INSULATION Q 0 -:3 • 5/8" GYPSUM BD. WALL FINISFf FIRST FLOO R NEW SIDING NOTE (TYP.): O I. INSTALL NEW AS PER ELEVATIONS LIVING ROOM �+ CONNECTION 'DI' AS a-�+- 2."TYVEK" HOUSE WRAP (OR EQUAL) c 0 N - 0 O 3.INSTALL ALL AS PER C:MANU. SPE .'s dJ W Q PER PAGE 6-003 4.PROVIDE ALL NECE55ARY TRIM FOR PROPER p NEW STUD TO SILL INSTALLATION Q PLATE Q) 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL 3 EXISTING OTYPICAL FLOOR CONSTRUCTIO% 2 FRAME DECK 4 I. FIN15H FLOORING TO SELECT 2, 5/4" T46 GDX PLYWD. 5U5FLOOR GLUED 4 50REWED F.J. PER PLAN 5. F.J. AS NOTED ON PLANS - AT SPANS OVER 5' INSTALL P.T. DECK JOISTS P.T. RIM JOI5T ' J 'X' BRACE ® MIDSPAN q PITCH r < — 4. MIN. R-30 BATT INSULATION (ONLY BETWEEN FIRST GRADE- FLOOR AND FOUNDATION) _ - GIRDER PER v 5. 2" THK. SPRAY FOAM AT ELMO. PERIMETER RIM JOISTS GRAWLEPAGE Q PLAN ( 0 z W EXISTING WALLS NOTE: m m IN-FILL FRAMING OF EXISTING WALLS SHALL MATCH SIZE J +J 4 SPACING OF EXISTING WALL STUDS, U.O.N. • WHERE THE CAVITIES OF EXISTING EXTERIOR WALL5 ARE —{— EXPOSED DURING CONSTRUCTION, FILL CAVITIES H/ FIBEROLA55 BAIT INSULATION. O _ _5O U S�GTI N I I/� I � SCALE: 1/4" = P-O" I Q • — n� PROVIDE 3" (MIN) GONG. COVER OF ALL REBAR WITHIN P. GONG. FOUND. WALLS 4 P. GONG. FTG'S. PROVIDE STRAPPING 4 NAILING AS PER CONNECTION 'D' IN "TYPICAL NAILING/5TR:APPIN6 PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, BETWEEN CAVITIES SHEAR, 4 LATERAL RESISTANCE" PER ENERGY TABLE ON PACE 6-003 ® EA. STUD. (WHEN APPLICABLE) FLOOR SYSTEM AS NEW (2) 2"x6" P.T. SILL PLATES NOTED ON PLAN UPON SILL SEAL UPON COPPER TERMITE SHIELD NEW 5/800 HOOKED ANCHOR / \ ; BOLTS ® 34" O.G. w/ 3" 5OUARE WASHER 4 ENDNUT ASPHALT DAMP - z PROOFING TO EXTERIOR #4 HOOKED VERT. REBAR ® 48" D.G. I G i GRADE BOTTOM OF WALL (2 TOTAL) I i q I8 P. GONG. FOUND. WALL 11 I — \ '� (MIN. 4,000 P51) ii P. GONG. CONT. FT6, a I1 0 Z (MIN. 4,000 PSI) I — (3) #5 HOR. CONT. REBAR — / II O 4" P. GONG. SLAB b MIL POLY 'r~ —�_ —MOISTURE RETARDER - — z GW RA I. CREATE WINDOW OPENING 2. APPLY WATER-RESISTIVE BARRIER; 3. APPLY SILL FLASHING AND 4. INSTALL WINDOW AND APPLY 5. APPLY HEAD FLASHING 4" VEL BASE;6. FOLD WATER-RESISTIVE BARRIER I I I 1,-4 GUT MODIFIED AND WRAP AROUND SILL WINDOW SEALANT JAMB FLASHING DOWN AND TAPE OVER GUTS COMPACT FIALL ��-1i 11 AND SIDES OF WINDOW OPENING U NA7ER-RE5157 1 VE BARRIER N I NEON FL A5H I NO (EX7E I OR 17)OOR5 FROM N I N1)ON MANUFACTURER) A-501.00 SCALE: NTS 2 FOUNDA71 ON NAL.L. I7F-TA I L. a 0 A-301.00 SCALE: 3/4" = I'-O" PROJECT: � zW 4 z � DILOLLO RESIDENCE � Ldl m EXTERIOR 5HEATHING A5 �0- MIN. 4" BETWEEN EDGES OF PER SECTION NOTES 0 m 1-1/2" 50UARE BALUSTER 870 INLET LANE 5IDIN6 MATERIAL AS (STYLE TO SELECT) PER SECTION NOTES GREENPORT, NY 11944 BUILDING PAPER 4 HOUSE WRAP SIMPSON H2.5A RAFTER TO FULLY OVERLAP FLASHING TIE (OR EQUAL) 5/4"xb" P.T. DECK DRAWING TITLE: 11 "Z" FLASHING 5/4"xb" P.T. DECKIN6 BOARDS BUILDING SECTION N.o.N, ON N/ PLAN/ - DESIGN DETAILS GAP FOR SEGTION/DETAILS) DRAINAGE - (2) 112"10 HOT DIPPED 6ALV. a BOLTS ® EA. P05T H/ OVERSIZED P.T. D.J. AS =- 'I--WASHERS 4 END NUT PREBORED - PER PLAN (V Y INTO BEAM, POST, DECK TIE 4 RIM BOARD A55EMBELY METAL DTT DECK TENSION rz ` _ P.T. BEAM A5 NOTED PAGE: JOISTS AS PER PLAN FASTENED w/ (2) FLASHING�F TIE BY 'SIMP50N' (OR N -- SOLID BLOCK ® 12 O.G. 5/8" 4' x 5" LONG HEAVY DUTY GAL. EQUAL) —�® �■ LAG BOLTS ® Ib" O.G. INTO MUD SILL 4 (2) SIMP50N DJTI4Z (I) I/2"� H.D. 6ALV. THR:U 00 RIM BD.;WHEN ® FOUND. WALL FASTEN GOUNTER DECK JOIST TIE ® BOLT w/ OVERSIZED WASHER H/(2) 5/5"4' x 5" LONG APPROVED FLASHING P.T. DEGK JOIST EA. POST 4 END NUT PRE50RED INTO MASONRY ANGHOR.5 ® 16" O.G. AS PER PLAN POST 4 DECK JOIST TIE "SIMP50N" ASA44 FOUNDATION WALL ® COLUMN BASE ry 4"x4" P.T. POST DATE: 02/12/25 9 OF 9 GRADE LEI )OER GONNEGTI ON I7ETAI L. 12"0 'SONOTUBE' FILLED ° A-501.00 SOLID w/P. GONG. oU ° SCALE: I" = I'-O° (MIN. 4,000 PSI) ° z EXTERIOR V40017 17E0i< 17ETA I L. ��'`�(0)F t A-501.00j SCALE: 5/4" = P-O"