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HomeMy WebLinkAbout52333-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#: 52333 Date: 10/09/2025 Permission is hereby granted to: Gregory Sfoglia 300 Bayview Ave Massapequa, NY 11758 To: Legalize as built additions and alterations to an existing single-family dwelling to include habitable third story,covered porch, and outdoor shower as applied for per Trustees and ZBA approvals. Construction requires a fire sprinkler system and floodplain development permit. Premises Located at: 3480 Ole Jule Ln, Mattituck, NY 11952 SCTM# 122.4-21 Pursuant to application dated 04/14/2025 and approved by the Building Inspector. To expire on 10/09/2027. Contractors: Required Inspections: Fees: As Built Addition/Alteration $2,672.00 CO Single Family Dwelling-Addition /Alteration $100.00 Flood Permit $150.00 Total $2,922.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 hW§:LLwww.southoldtoAnnygov Date Received ate: APPLICATION FOR BUILDING PERMIT For Office Use Or E C E 9. V- E PERMIT NO. 5 Building Inspector: dp yy r J ✓w r` by�"' x wu " ✓.w w+x r�J ,J 3;,,J 9� ;i x ! r y, r r.a; A P(ccpp l r� L� 2025 � tl / t✓ !�, /+� � � via � x � �x z� rr � � Building ng F)e C°CarfG�Fg��y �. 'wJ!�rr- `Y14i N7�, rrw., ,r(,+o i, e I ,.J,✓*�Ak, .` P;l✓rn! V.v,Y a 1 ' ✓�„ ' Town of Southold Date:04/22/24 ',,,`rr ,a� ,,,l,u,�~' ri ,,,,,r/,.a � ✓:".r J.' 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J w :�~r wG ::y�r a �,il. ✓Irvw^ i✓" � ��,;, P I ),,'''..IIiI� ��su rw"!d .4�'�r rl� �,+�y; rtF+u✓'. rl v�i �'..,.:.r wr v1 � ra r✓�.b �'t .4Fa�" nar, d� a�'m iA �l;J,.N.� * :�u. B'^ 6*� 1!' 9 r�'"""'.�,.r,C'"ay,m'.;-"-�..yr J^"^ .,,,,,,,..,.r, �,,.:+„ �,sc:.,r� ,�✓' n,„lrr.,,Wa.,�: ,-'lh'�r,,,.rrr ��J ,M'�,,,.� .r.��`:.,.r;r.,.r���.�_.��s,,�r,✓ �.,, !,,�. r r //k,.. „r"�'w'�+,�'..Yf.'v,'�"r m4,�,�.,rar drew„�" ��nl,, ,.,w. Name:Mathew Smith Mailing Address: 10200 Main Rd Unit 3A, Mattituck, NY 11952 Phone#:631 603 9092 Email mamit@amparchltect cam �',, .y y� �ry�y 1��.`', 'ygr y � ✓✓,✓ �j i y' w r r/✓rr� ! �9/ 1 ✓a YY� �,�y i`�fI J v y'/rc �x� i',v x'w,J r �Y/ / D ESI l M1'M �^"'�Ii.' i i 4 ,�" Ik�+r°ar�ll wkf r r r 3 r` �,J.. tl ., %�.,ol. i YI ✓;r';". Name,An huogy,. q!!il1 MailingAddress: Y 11952 PO Box 152, Mat#Ituck N. ............ Phone#:63m1 v f 03 9092 . „ „ _.w _ ,..� „..�... _. �. Email•aportil,lo@amparch tect.com „ y�rty� �q' x. x' II! r q 57 ✓ ✓ / f r J. r �Mw �.�it � RF7a7i. �i 1 -WAM r!� Name: Mailing Address: Phone#: Email: liCC1�111 OF Mtn 151�11 , .„ .,. ..,. ,..,.„ r hr..r z�., a _... r,,, �. ✓�s ✓ , ✓ . ❑New Structure ❑Addition RAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? []Yes ®No Will excess fill be removed from premises? ❑Yes RNo 2 :. PROO e rl 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 NC this property? ❑Yes ❑No 1F YES PROVIDE A COPY ltdWasd x ra ±wecert w tau° a yN �,; fa d � iJtingP Per�niEpyrsuancC9k rwd mid' �MNat � frpi� da 4Iti,ht �dM ►d �r 1rPiorthecvnstructran©ftlad� ,„Y j Suffolk Coup NQHrYork r rt�r n at X al r *,ha thud �rl� ,.,.. �.,.......,. � " Ipp +rA13pp�rs,+ �larw� fntttai +� f 1 w end�o� a wt wr +d p7 a s tiw tho,m,ado,# CtT4t�r ;"Bfkr� Application Submitted By(print name AMP Architecture ®Authorized Agent El Owner Signature of Applicant: Date ....... ,...,...w. , ., ....,,. m ,.,..., .. .,_.. . .__... .. . _, ..... ..... . _ • :. 29/ STATE OF NEW YORK) S 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 A_0i--t 201 L- \ A Notwoubllv PROPERTY OWNER AUTHORIZATION DARCE AUFENAENEW (Where the applicant is not the owner) NOTARY PUBLIC,STATE OYORK Registration No. 01A44 Qualified in Suffolkc io ° 2028 Gregory Sfoglia residing at 3480 Ole Jule Lane, do hereby authorize AMP Architecture to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Pint wner's me 2 9 a " BOARD MEMBERS soy Southold Town Hall �� T,�r� Leslie Kanes Weisman, Chairperson +' 53095 Main Road • P.O. Box 1179 Southold,NY 11971-0959 Patricia 4campora_. Office Location: Eric Dantes Town Annex/First Floor, Robert Lchnert, JT- 54375 Main Road(at Youngs Avenue) acl�ral Flanameno' Soutl [: � I® http://southoldtownny.gov V ZONING BOARD OF APPEALS M 0 V 2 5 2024 TOWN OF SOUTHOLD Tel. (631) �ownC FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF NOVEMBER 21, 2024 ZBA FILE: #7955 NAME OF APPLICANT: Greg Sfoglia PROPERTY LOCATION: 3480 Ole Jule Lane, Mattituck SCTM No. 1000-122-4-21 LIRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. UFF LK COUNTY ADMINISTRATIVECODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated August 16, 2024, stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated October 24, 2024. Based upon the information provided on the LWRP Consistency Assessment Fonn submitted to this department, as well as the records available, it is recommended that the proposed action is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP. Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. The "as built" third story conversion proposal does not meet this policy. Constructed without review of the board, the third story fosters a pattern of development in the Town of Southold that does not enhance community character and sets a precedent in the neighborhood. However, the applicant proposes to bring the existing third story living space into more conformity with the code by removing the bedroom and bathroom and enlarging the existing recreation area; the existing 608 square feet of habitable living space will remain the same; and the subject dwelling has a code conforming height. In addition,the owner will install a fire suppression system and code compliant access stairs. The Board finds that these interior improvements will mitigate the LWRP INCONSISTENCY and bring the proposed action into CONSISTENCY with the LWRP PROPERTY FACTS/DESCRIPTIONS The subject parcel is a 17,517.5 sq. ft. non-conforming lot located in an R- 40 Zoning District. The property is irregularly shaped with a road frontage of 65 feet along Ole Jule Lane,then it Page 2,November 21,2024 #7955, Sfoglia SCTM No. SCTM no. 1000-122-4-21 turns southwest for approx. 194.25 feet toward James Creek, where it has an approximate creek frontage of 117. 72 feet before returning 190.43 feet back towards Ole Jule Lane. The property is improved with an existing two-story frame residence with attached garage. There are also the remains of a shed on the south side of the property. All as shown on Survey prepared by Joshua R. Wicks, PLS dated May 24, 2022. BASIS OF APPLICATION:ION: Request for a Variance from Article I11, Section 280-14 and the Building Inspector's June 3, 2024 Notice of Disapproval based on an application for a permit to legalize and construct alterations to a habitable third story of an existing single family dwelling; at; 1)more than code permitted number of stories of two and a half; located at: 3480 Old Jule Lane, (Adj.to James Creek), Mattituck,NY. SCTM No. 1000-122-4-21. UnLIEF REOUESTE : The applicant requests a variance to legalize and construct alterations to a habitable third story to an existing single-family dwelling where a maximum of two (2) stories are allowable. AQ IDITIONA,L INFORM°'-rIQN. The current residence exists with a certificate of occupancy#5392,dated August 20, 1973, for a one-family dwelling. There was a ZBA variance # 5998 heard on April 19, 2007, for a second story deck, and the legalization of an accessory dwelling. The Board, at that, time granted setback relief for the deck and denied relief for the accessory building. The current owner purchased the house with the existing third story constructed with a substandard Ships Ladder to access the space. The proposal is to remove the bathroom and bedroom, and to also construct a code compliant stair to the space, while also adding fire sprinklers to the space as per NYS code. The Board received a letter of support for the requested relief from a neighbor. FINDINGS OF FACT/ UASONS,.:FOR BOARD ACTIOMm The Zoning Board of Appeals held a public hearing on this application on November 7, 2024 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law "267-ba b '1 . Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The residence has existed with this third story for a number of years without the benefit of a permit. The current owners are proposing to reduce the non-conformity of the space, by removing the bedroom and bathroom spaces to create an open recreation space for the farnily, while also bringing it up to code with code compliant stairs, and a sprinkler system as per NYS code. In addition, the height of the dwelling to the roof ridge is 33.6 feet which is code complaint. Due to these interior changes, there will be no undesirable change in the character of the neighborhood. and the removal of the bedroom and bathroom will mitigate the inconsistencies with the LWRP. 2. Town Lawn 267-b b 2 . The benefit sought by the applicant cannot be achieved by some method feasible for the applicant to pursue, other than an area variance. The current space exists in the house and has been used for a number of years with a larger degree of non-conformity than the current owner is proposing. 3. Town Law§267-b b' ,. The variance granted herein is mathematically substantial,representing 100%relief from the code, However,the applicant proposes to bring the existing 3`d story space into more conformity with the code by removing the bathroom and bedroom,bringing the stairs up to code,and installing a fire suppression sprinkler system per NYS building code. Page 3,November 21,2024 #7955, Sfoglia SCTM No. SCTM no. 1000-122-4-21 4. Town Law 267-bQ)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the"Fown's Storm Water Management Code and the conditions of this Board. In 2002, the Board of Southold Town Trustees approved a previous owners second story addition (Permit #552 1) and the as built third floor is contained within the same roofline. 5. To awn Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the: parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel, tinder the Zoning Code in effect prior to or at the time of purchase. 6. Town LaNv_§267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a code compliant third floor space while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. &ESQLUFIQN OF THE,._B0ARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Lehnert, seconded by Member Dantes, and duly carried,to GRANT the variance as applied for and shown on the Site Plan and Architectural Plans (ZBA-1 thru ZBA-6) prepared by Anthony Portillo of AMP Architecture and dated July 3, 2024. SU&TECTT0 THE, FOLLOWING CONDITIONS: 1. The third-floor space shall remain open space, and there shall be no bathrooms or other partitions installed in this space. 2. The applicant must apply to the Building Department for a building permit for the "as built" improvement(s)within 90 days of the date of this decision and submit same to the Office of the Zoning Board of Appeals, or submit a written request for an extension to the Board of Appeals setting forth the reason(s)why the applicant was unable to obtain a building permit in the time allotted. 3. The applicant must obtain a Certificate of Occupancy from the Building Department for the"as built" improvement(s)and submit same to the Office of the Zoning Board of Appeals within 12 months of this decision or submit a written request for an extension to the Board of Appeals setting forth the reason(s) why the applicant was unable to obtain a Certificate of occupancy in the time allotted. 4. The applicant shall install a fire suppression system per New York State Building Code This approval shall not he deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. The Board reserves the right to substitute a similar design that is de minitnis in natureI for an alteration that does not increase the deeree of nonconformity re cl ye the provided de ininimis relief is date of this decision. Any time after one car.the Board may require a new application. IMPORTA AAMITS ON TH , APPROVAL(S)GRANTED HEREIN Please Read Carefully Any deviation from the survey, site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department Page 4,November 21,2024 #7955, Sfoglia SCTM No. SCTM no. 1000-122-4-21 of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings,site plan and/or survey cited above, such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses,setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B)of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3) years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3) consecutive one(1)year terms. IT IS THE PROPERTY OW ER S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE RE UHIED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy,nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman (Chairperson), Dantes, Planamento, Lehnert, and Acampora. �".� � Leshe Kan6e' Weisman, Chairperson Approved for filing I/ //. /2024 m BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 10682 DATE: JULY 17,2024 ISSUED TO: GREGORY SFOGLIA PROPERTY ADDRESS: 3480 OLE&LE LANE MATTITU I SCTM#1000-122-4-21 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 July 17,202 ,,and in consideration of application fee in the sum of 51111M paid by 91g&g Sfoal a and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the + following: a Wetland Permit for the as-built dwelling with as-built covered porch,2"d 'd floor balcony,and 3 floor balcony; gutters to leaders to drywells; as-built outdoor shower; remove the remains of the foundation in front yard; install a French drain around perimeter of as-built on-grade seaward patio to connect to drywells; stepping stone walkway to front yard; masonry walkway; " as-built bulkhead and bulkhead return replacement with Thru-Flow cap; as-built wood deck along bulkhead,remove a portion of wood and install Thru-Flow decking; install and perpetually maintain a 10'wide vegetated non-turf buffer along the landward edge of the bulkhead,decking and edge of wetlands with a 10'wide non-turf access path to the bulkhead; remove rocks adjacent to wetlands,backfill area behind proposed breakwater wall with clean sand from upland source,taper width as wall extends landward and plant a mix of Spartina Alterniflora,Spatina Patens,Iva Frutescens and Baccharis Halimifolia; existing topsoil removed within proposed buffer and replace with sand,as needed,planted area extended landward on west side; additional armoring along the bulkhead; pulling the rock sill landward and tapering it as it heads upland on the southern end;with the condition of planting a 1, eastern miniatmrum of three native hardwoods with a minimum.3 caliper; corner yard between e sate return and eastern property line to be planted vegetated,species in perpetuity;and as depicted on the site plan prepared by Cole Environmental Services,received on November 27,2024,and stamped approved on December 3,2024. IN WITNESS WHEREOF,the said Board 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. l SITE PLAN HATCH KEY: PROPOSED BUILDING ADDITION77 Uk- ® Q PROPOSED ACCESSORY STRUCTURE PROPOSED 2ND STORYLu .w_I CIS C7 ce- `` LO ■.*..- ag► #"-® .• a *_.... .®*.w l" +w+ P"'^ _m : o r- r -••" ; 4 ; � CD o N O LO cu LEOAL I ZE AS-5U I LT I MPROVEMENTS ANID FFOV I DE NEW STA I RG SE 0 TO THIRD FLOOR OPEN LOFT. � 1 � , �.��: �"" H � � ."` � � m � n cu a r- CL G �T''. . �� T.,'4, ,,a .,� •,t'�'`fit, ./A`. �,,,r 9^X*�y °'`^�° RO�E�fi DATA : •'f~ d . 5.Y S PROJECT / ZONING DATA ----- - -- i s� , ''." ; :� ...�._J r r ■ TAX MAP # 1000-122-4-21 "� t T ZONING DISTRICT R-40 NC $ (� WOOD DOCK DEC:KIN6 TO BE LOT AREA 0.4 ACRES "THRUFLOW" PERMEABLE tl. DECKING MATERIAL GofO - MAIN DWELLING Z53G2; 8/20/11173 BULKHEAD IN/ I 1=R LINE / VARIANCE APPROVAL - 4 R #7a55; I I/22/24 I"i 1^IOOD GAP w j ^JL. " -, ► .; , �� U 5RD STORY • BLUE STON w!p FEMA FLOOD ZONE AE - EL 6 STEPPING o WETLANDS DISTRICT 10682; _ STONES 4a L.F. 07/I"1/24 LOCATION MAP �n1 FXISNG 0 4 FLOOR AREAS PER SOUTHOLD TOWN CODE, SECTION 280-4: SCALE: NTS❑ ❑ ❑ �- -- r_� N53°4abo, GArArly� sc / - --- - - -- VEGETATED 0 ❑ ❑ r ,�>�; �-� E �FNING EXISTING EXISTING Q CONDITIONED GROSS BUFFER LIM17-5 OP AREA AREA EX.\1 (� =L=3.4' "►�_� 6ROUNb bISLEARIN6 6�bIN6 ° ° S ��_ ANcz AND FIRST FLOOR AREA a08 S.F. 1,405 S.F. NON TURF I �Y _ S Nb - -�-___ -D, BUFFER /�•0'� � / � HOLE _ ,� _ ` - ----ZoR SLT�I=ITIN6►��„�.43' LLI--�- I ip DITRIN SECOND FLOOR AREA a08 S.F. �i08 S.F. 0 0❑a I vw sIDE YA,R�sersAc c 6�oNsr. p EXI - z PROJECT LOCATION &SCOPE 0 THIRD FLOOR AREA 616 S.F. 616 S.F. Po�c�1� p m SITE PLAN & ZONING DATA AREA TOTALS 2,452 S.F. 2,Q2a S.F. ry PROPOSED PROPOSED O ❑ ° $�9' O i fix, \ ry� EXIST. ��6 0 li CONDITIONED GROSS - ry ❑ ° ; O ow 2 5TRY FR. HOUSE / C7 VEL DRIVEWAY �o�j�w�„`D tmry AREA AREA GENERAL NOTES EXIST. O 002 .U0 A 6ARA6E , L M FIRST FLOOR AREA a05 S.F. 1,405 S.F. ENERGY TABLE Q z I b ,' ti°w '0 6 0' ° ° °/ ° ° Q 1 PROP TO CONVERT (x Cc EX. I-INEaR 85.6 Lu p ❑ ❑ TO 3 STORY FR �C f DRAIN p SECOND FLOOR AREA QOS S.F. ao8 S.F. STRUCTURAL DESIGN CHARTS REMOVED /7.E;' ` ❑ ❑ ❑ ° <?� HOUSE 8 6ARAOE �p c 1 -7 PORTION 1 A�S� fi FF EL-1.0 I . til -0 0 .0 0 OF DECK �S� 6F EL=6.c1' THIRD FLOOR AREA 616 S.F. 616 S.F. HOLDOWN, ANCHOR BOLT, 225 S.F. STRAPPING Q ❑ ❑ ° S '� O �' W AREA TOTALS 2,452 S.F. 2,�i2a S.F. r & NAILING DETAILS LL1DO �p ry� O0, ° FASTENING SCHEDULE BULKHEAD W/ I7" dJ I - ❑ ❑ ❑ I ,... p. Ck MAINS OF `YA D 51=T 1►(1 FRAMING GRAPHICS 1� WOOD GAP 1 w `$0 \ •. I Q�r - pUND•_ 15 `� in O Q 3 1O'° C, LOT COVERAGE BEAM CONNECTION PATTERNS NO Ig4.2 3 ~ ° ° , -' O __-�_=""-'-"�►-I 5 °FUND p 51�'�A"�� PROPOSED FIREBLOCKING DETAILS I - ❑ ° I _ ._.• O p,Np GRO Y LOT A- 10 1 .00 PROPOSED DEMOLITION PLANS 1 ❑ ° I z b _ �,- DESCRIPTION (FOOTPRINT) AREA COVERAGE - Sq L.P. OF en L TOTAL WETLANDS ADJACENT Z z 38°34'10 D FLOOR BRICK 17517.5 S.F. 5 EX15T. SEGON AREA FLAG pOLF pECK pR )Pje S E FIN EXIST. oUrpOOR SHWR• STONE STEPPING TOTAL BUILDABLE LAND Ib,g56.0 S.F. 0 VEGETATED LOCATION STONF5 q2 L.P. _ A- 02 .00 PROPOSED FOUNDATION PLAN f"ER LINE EXIST. 2 STORY FRAME HOUSE BUFFER 4 S X 6-3 1,404.E S.F. 5.5% AND GARAGE EXISTING ROCK BARRIER EXIST. OUTDOOR SHOWER 50.0 S.F. 0.2% i 8.8 S.F. 2.5% w EXIST. COVERED FRONT PORCH 41 A- 05.00 PROPOSED FIRST &SECOND FLOOR PLAN o EXIST. REMAINS FOUNDATION 36a.0 S.F. 2.2% PROJECT: EXIST. REAR PATIO ( 585.0 S.F. 5.5% EXIST. MASONRY WALKWAY 104.11 0.6% 0�..00 PROPOSED THIRD FLOOR & ROOF PLAN SFOG LIA PROP. WOOD DOCK (REDUCED SF) 315.0 S.F. I.Q3b RESIDENCE TOTAL AREA OF ALL STRUCTURES 5250.1 S.F. 111.0% **MAXIMUM LOT COVERAGE ALLOWED - 2095 -2O .00 PROPOSED EXTERIOR ELEVATIONS 3480 OLE JULE LANE REQUIRED SETBACKS - MAIN BUILDING MATTITUCK, NY 11952 REQUIRED I EXIST. PROPOSED COMPLIES -202 .00 PROPOSED EXTERIOR ELEVATIONS DRAWING TITLE: FRONT YARD 55.0' 85.1' 85.7' YES PROJECT LOCATION & SCOPE SIDE YARD 10.0' 13.5' 13.5' YEs1 .1 SITE PLAN & ZONING DATA BOTH SIDE YARDS 25.0' 2ci.0' 2a.o' YES A-501 ,0O BUILDING SECTIONS REAR YARD 55.0' 52.9' 52A, YES C WETLANDS loo.o' 52A J52.a NO PAGE: DESIGN DETAILS SOUTHOLD TOWN GODS 280-207 (A)(1) G-00J. 00 I _ LOT SIZE / AREA IN 10,000.0 6,a56.0 ALLOW- TOTAL EXCESS OF 10,000 5.F. 5.F. ABLE GFA GFA S.F. PLUMBING RISER DIAGRAMS DATE: 04/08/25 1 OF 13 coNT�INING UP To 3` MAX..F. I GAS RISER DIAGRAM 20,000 S.F. 51TE LAYOUT NOTES: ALLOWABLE S.F. / I. THI5 15 AN ARCHITECT'S SITE PLAN 4 15 PLUS 12.5% OF 2'100.0 869.5 2 g2a.0 2 g6a.5 S.F. D SUBJECT TO VERIFICATION BY A LICENSED EXCESS LOT AREA S.F. S.F. S.F. ARc SURVEYOR. THE INFORMATION OVER 10,000 S.F. �� w L 'Sys REPRESENTED ON THIS 51TE PLAN 15 TO THE ARCHITECT'S BEST OF KNOWLEDGE. fin, 2. SURVEY INFORMATION WAS OBTAINED FROM A SURVEY DATED MAY 24, 2022 N� J AND PREPARED BY: I 84 � J05HUA R. WICKS P.L.S. �� �� N.Y. STATE LAND SURVEYOR LIC. #051025 P.O. BOX 5013 51 TE P I A CENTER MORICHES, NY 11934 PLAN`� (631) 405-151015 SCALE: 1" = 20'-0" NOTES � SPEO I F I OAT I ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS 6LA55 WINDOWS AND DOORS l"' E315RE Y I AT I O I`lS IT 15 THE CONTRACTOR'S RESPON5151LITY TO KEEP THI5 CONSTRUCTION DOCUMENT BINDED I. ALL LUMBER SHALL BE DOUOLAS FIR LARCH #2 4 BETTER (Fb = 815) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. ALL 6LA55 TO BE INSULATE? LOW-E, UNLESS OTHERWISE SPECIFIED. _ TO&ETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY BD. BOARD INSUL. INSULATION SPECIFICATIONS,AND BE FAMILIARIZED Y+IITH 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 2. ALL LUMBER IN CRAWL SPACES TO BE 18 ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED CLEARANCES ARE PROVIDED. BFE BASE FLOOD ELEVATION INT. INTERIOR Q CL 5" MIN. FOUNDATION EXPOSURE. AOENGY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 3. ALL 5LIDIN6 6LA55 DOORS, SKYLIGHTS, AND ANY 6LA55 UNIT INSTALLED 0 GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT WITHIN le," OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, BLD6. BUILDING K KIPS (I000 LBS) ui 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 (I) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD UNLESS OTHERWISE NOTED. W APPLICABLE BUILDING DEPARTMENT. BM BEAM MANU. SPEC.s MANUFACTURERS SPECIFICATIONS 15 NECESSARY TO MATCH FLOOR HEIGHT5 WITH THE EXISTING STRUCTURE. COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS J cc 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 MAX. MAXIMUM ' M 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TECO" OR MANUFACTURER'S SPECIFICATIONS. Q 4-1 N ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, BOT. BOTTOM MEGH. MEGHANIGAL 'E L0 5TRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. PREFABRICATED WOOD I-JO15T5, STRUCTURAL COMPOSITE LUMBER, 5. ALL WINDOW5 TO BE CAULKED AND SEALED AS PER NEW YORK STATE 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINC5 IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL ENERGY CONSERVATION CONSTRUCTION CODE. 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES B.O.W. BOTTOM OF WALL MIN. MINIMUM O FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR 6RADIN6 __ _ - Q AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN 1.1 THROUGH 1.5. 6. PROVIDE FLASHING PANS UNDER ALL 5LIDIN6 6LA55 DOORS, WINDOWS, OR - -� _ C9 ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF IQ88 .z 0Y b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, i � 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY Z O U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES COL. COLUMN NYC, BG NEW PORK CITY BUILDING CODE O C N OF THE OWNEWBUILDER INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED 7• ALL EXTERIOR DOORS ARE TO BE WEATHERED 5TRIPPED AND PROVIDE ALL 0- •- L0 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 50REENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. C6 r- V 5. ANY OMISSIONS OR DISCREPANCIES Or PLANS AND/OR JOB CONDITIONS CONT. CONTINUOUS O.G. ON CENTER WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE 2 X N SHALL BE CLARIFIED WITH THE ARGHITEGT/EN6INEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"xl0" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE 8. ALL 6LA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. CLASS DBL. DOUBLE OCC. OCCUPANCY 0 0 4 0 WITH THE WORK. 6RADEMARK SHALL INCLUDE AN EA51LY DISTINGUISHABLE MARK OR SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. 0 O m .Z q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE �+ +-' b. NO DEVIATIONS OR CHANCES TO THE STRUCTURAL SYSTEM SHALL BE MADE P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH DFE DESIGN FLOOD ELEVATION O.H. OVERHANG N C6 UNLESS APPROVED BY THE ARGHITEGT/ENGINEER. ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE Q 0 a O 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH DIM. DIMENSION PBFE PRELIMINARY BASE FLOOD ELEVATION '- 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PACE 6-005. GENERALLY, 5HEATHIN6 15 OF I/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTG A I 10.1 STRUCTURAL GLUED LAMINATED THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE - BEFORE THE START OF FRAMING ROOF AND 15 OF CDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. CHARACTERISTICS ARE A5 FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, D.J. DECK JOISTS P. GONG. POURED CONCRETE FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGR.E55 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. REOUIR.EMENT5. EA. EACH PL. PLATE APPLICABLE. 1.3. PR.EFABRIGATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM D5055 q. DO NOT SCALE DRAWINC5, WRITTEN DIMENSIONS TAKE PRECEDENCE 11. SUB FLOORING, GENERALLY, TO BE OF 5/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR E5TA5LI5HING AND MONITORING 10. WINDOW5 IN TUB/SHOWER ENCLOSURES AND WITHIN 5TAIRWAYS SHALL BE ELEV. ELEVATION PLYWD. PLYWOOD NAILING AS PER FASTENING SCHEDULE ON PACE 6-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS,THI5 TEMPERED GLA55. 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, DOCUMENT,THE GOVERNING BUILDING CODE AND ANY ADDITIONAL EQUIP. � EQUIPMENT P.T. � PRESSURE TREATED CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR 5HEATHINC TO BE COVERED WITH DOCUMENT, HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE II. EXTERIOR CLAZIN6 SHALL BE PROTECTED FROM WINDBORNE DEBRIS. APPROVED EQUAL EVALUATION REPORT GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE EXIST. EXISTING REQ'D REQUIRED 11. THESE SET OF DRAW . .DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA MISSILE TEST OF ASTM Elqqb AND ASTM E15ab AS MODIFIED BY 2020 NY5 BG AND SHALL NOT BE ALTERED OR BE REFRODUCED WITHOUT WRITTEN 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEICHT5 AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: 51NOLE MEMBERS OR ASSEMBLIES SECTION 30I 2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET EXT. EXTERIOR Rf RISER PERMISSION FROM THE ARCHITECT. THE REQUIREMENTS OF AN APPROVED IMPACT-RESI5TANT STANDARD OR 1 UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF AN51/DASMA 115. F.A.I. � FRESH AIR INTAKE RM. ROOM v 12. THE ARCHITECT 15 NOT RETAINED FOR. SUPERVISION OF THE WORK AND IS A5TM D545b STANDARD SPECIFICATION FOR EVALUATION OF 14. PROVIDE 'X' GR055 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE n RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 8'-O" AND AT EVERY b'-O". GOVERNING BUILDING CODE,AND ANY ADDITIONAL REQUIREMENTS AS 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH FAR FLOOR AREA RATIO R.R. ROOF RAFTER lJf 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. A THICKNESS OF NOT LESS THAN J" AND A SPAN OF NOT MORE THAN 8' SHALL -- --- 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PACE BE PERMITTED AS 6LAZIN6 PROTECTION. PANELS SHALL BE PRECUT AND F.A.V. FRESH AIR VENT STL. STEEL "'�� 14. THE CONTRACTOR SHALL KEEP PREM15E5 REA50NABLY GLEAN AT ALL 6-004. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U51NC PREFABRICATED ATTACHED TO THE FRAMING 5URROUNDINO THE OPENING. PANELS SHALL BE TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THI5 DOCUMENT, THE PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS FF FINISHED FLOOR S.V. SMART VENT RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE BROOM GLEAN. NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT FF ELEV. FIRST FLOOR ELEVATION TBD TO BE DETERMINED CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED r 1 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 1-1. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-005. OR THE MANUFACTURER'S CODE EVALUATION REPORT. ON THE BUILDING. F.J. FLOOR JOISTS TEMP 6L. TEMPERED GLASS `J c LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES AND ORDINANCES. 15. AT WET WALL PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL FOUND. FOUNDATION THK. THICK GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR GYPSUM 16. THE CONTRACTOR SHOULD FULLY 6UA'eANTEE H15 WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A I6 SPAN. WALLBOARD, A5TM 05'7 SPECIFICATION FOR GYPSUM LATH, OR ASTM 071 FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION T.O.W. TOP OF WALL r SPECIFICATION FOR GYPSUM 5HEATHINC BOARD. v J THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER Iq. AT ROUGH OPENINE75 PROVIDE ALL APPLICABLE NAILING AND STRAPPING PLUMBING FR. FRAME Tr TREAD nn 11 COMPLETION OF PROJECT. AS PER PACE C-005. 1.77. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) --- W 11. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF SYSTEMS TO NY5 PLUMBING GORE AND NYS DEC REGULATIONS. FRPR. FIREPROOF TYP. TYPICAL Q ARCHITEGT/EN6INEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PR.E5ERVATIVELY TREATED LUMBER IN ANSI/AHA AL35b HARDBOARD SIDING. AGAINST ALL CLAIMS, DAMA6E5, LOSSEE5 AND EXPENSES, INCLUDING ACCORDANCE w/AWPA G22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. FT6. 7�FOOTING U.O.N. UNLESS OTHERWISE NOTED ATTORNEYS FEES ARISING OUT OF OR RE25ULTING FROM THE PERFORMANCE OF TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.5 STRUCTURAL PANELS: THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION I GYP. BD. GYPSUM BOARD VERT. VERTICAL ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL AND AT BASE OF VERTICAL WA5TE PIPES. 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE I H.D. HOLD DOWN V.I.F. VERIFY IN FIELD INJURY TO OR DESTRUCTION OF TANGIBLE'_ PROPERTY (OTHER THAN THE WORK ITSELF INGLUDIN6 THE LOSS OR USE RESULTING THEREFROM). (B) IS CAUSED K MANUFACTURER SUCH AS: HANGERS, NAIL5, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER WHOLE OR IN PART BY ANY NEGLIGENT p:GT OR OMISSION OF THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY FOOT. HDR HEADER w/ WITH CONTRACTOR, ANY BY AN TRACTOR, T ACTANYO DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR EMPLOYED R, ANY OF THEM, OR ANYONE: FOR WHOSE ACTS ANY OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE 5. GENERAL TRAP AND WASTE 51ZES A5 FOLLOWS, UNLE55 OTHERWISE NOTED: HNGR HANGER WD. WOOD BE LIABLE REGARDLESS OF WHETHER OR NOT IT O CAUSED IN PART H A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. - P15H WASHER.........................................211 --- - PARTY INDEMNIFIED HEREUNDER. A. WEYERHAEU5ER TRU5 JOIST 2.OE MIGROLLAM LVL - KITCHEN SINK........................................2" HOR. _ HORIZONTAL ZR ZONING RESOLUTION B. 6EOR61A PACIFIC 2.OE 6-P LAM LVL 1.8.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND - LAVATORY...............................................2" - 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFER.BOAR:D USED IN STRUCTURAL IONS SHALL MEET - SHOWER/TUB..........................................2" BUT NOT LIMITED TO.FORM-WORK, BLOCK,-WORK, FRAMING, NAILING, PLACING A. WEYERHAEUSER TRU5 J015T 2.2E PARALLAM P5L THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY - TOILET........................................................5" OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. 5PEG.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT - LAUNDRY .................................................2" NSULA7 ON � FENESTRAT I ON REOU RF_M�NT5 TO BE SURE THEY ARE IN ACCORDANCE HITH THE DRAWIN65, SPEC,IFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR FLOOR DRAIN..........................................3 APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, b. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" AUTHORIZATION OF THE ARCHITECT/ENGINEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.5.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL THROUGH ROOF. CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWIN65 REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 7. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN 4 PROPOSED DESIGN CODE PRESCRIPTI\/E VALUE � NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. DRAIN COCKS AS REQ'D. HOSE 5155 SHALL BE PROVIDED WITH BAGKFLOW COMPONENT COMPL I ES PERTAINING ARE TO BE FIELD VERIFIED. NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE PROTECTION. \/ALUE C17A7ION (PER 2020 NYSECCC) OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS i 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AIg4.1 CELLULOSIC 8. WASTE FROM CLOTHES WA514ER5 AND LAUNDRY TUBS ARE TO BE PROVIDED WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR A5TM 0205 STANDARD SPECIFICATION FOR WITH BACK FLOW PROTECTION. MAX. U-VALUE = 0.32 IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLUL0510 FIBER INSULATING BOARD. U-VALUE = 0.25 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURERS HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL FENESTRATION U-VALUE AIR LEAKAGE = 0.50 GFM/5F MAX. AIR LEAKAGE = 0.50 GFM/SF YES 1.5.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN HEALTH DEPARTMENT STANDARDS AND REGULATIONS. PER R402.4.3 4 TABLE R402.1.4 - CLIMATE ZONE 4 SPECIFICATIONS, UNLESS NOTED OTHERWISE. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENT5 OF U.S. 22. PROVIDE FIREBLOGKING AS PER NEI^l YORK ACCESSIBILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD 1 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR MIN. R-VALUE = 4q THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL TO CONGEALMENT OF PLUMBIN5. CEILING R-VALUE R-4q BATT INSULATION YES 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED A&AIN5T ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE GORE EVALUATION PER TABLE R402.1.2 - CLIMATE ZONE 4 UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. REPORTS. 11. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. COPYRIGHT PROTECTION ACT OF IggO (AWCPA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION, NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED EXTERIOR (2"x6") WOOD MIN. R-VALUE = 20 (CAVITY) 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL NOR ANY POTENTIAL DAMAGE THEREOF. R-21 BATT INSULATION YES 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE CONFORM TO THE 5TANDAR:DS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. FRAME WALL R-VALUE PER TABLE R402.1.2 - CLIMATE ZONE 4 GENERAL WIND PROTECTION CONNECTION 1gOTES: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, 12. PER NY5 PG 425.4, A 4"x3" CLOSET BEND SHALL BE AN ACCEPTABLE ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL NOTES, AND TABLES ON PAGE 0-003 4 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/A5ME B 18.2.1 SQUARE AND WATER CLOSET CONNECTION. WHERE A 3" BEND 15 UTILIZED, A 4"x3" FLANGE N CONSTRUCTION;SSTD 10-qq AND 2018 SEC. HIGH WIND EDITION WOOD FRAME 5PECIFIE5 THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING MIN R-VALUE = III CONSTRUCTION 5PEGIFIGATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING HEX BOLTS AND SCREWS (INCH SERIES). SHALL BE INSTALLED TO RECEIVE THE FIXTURE HORN. FLOOR R-VALUE R-30 GATT INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 YES w I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LA6 5CREW5: LA6 SCREWS OR LA6 BOLTS SHALL COMPLY WITH ANSI/ FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. 5PEG.'s). ASME 515.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). HOT WATER PIPE MIN R-VALUE = 3 O 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUNDYFLOOR PLANS. R-3 PIPE INSULATION YES 0 2.2.3. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES ELECTRICAL: INSULATION [PER R403.4 4 R403.5 INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL 26. COLUMN BEARING AS FOLLOWS: I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SHALL MEET THE REQUIREMENTS OF CONNECTED I NATIONAL DESIGN TO 201"1 NATIONAL ELECTRIC CODE, NFPA 70 AND 2020 NEW YORK STATE WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, COMPLIANCE STATEMENT: � TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS ENERGY CONSERVATION CONSTRUCTION CODE. TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED WALL w/STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE U51NO CHAPTER 4 [RE]. DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL SECURE w/(2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON W AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND COMPLETION OF WORK. Q 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORGIN6 (6 MIN. 16" 6AOF ARE SPECIFIED, MINIMUM A5TM A653, STRUCTURAL QUALITY, SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: TABLE RSOI .�GENERALLY, VERIFY OR PROVIDE HARD WIRED CLIMATIC 4 OEOORAPHIC DE51ON CRITERIA PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE 60VERNIN6 BUILDING CODE AND ANY - AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. IN A 5HEARwALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S SMOKE DETECTORS W BATTERY BACK-UP IN: ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PROJECT: STANDARD 5HEARWALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, GORE EVALUATION REPORTS. A. EACH 5LEEPINC ROOM 6ROUND SNOW LOAD 25 LB$ 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING U.O.N. WITH TOP GAI�5 0 STEEL COLUMNS TO BE MIN.Y4" BENT PLATE el" LONG 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD ALLOWABLE RAFTERS EXCEPT WHERE COLLAR TIES OF I xb OR 2 x4 LUMBER 15 w/b RISE 4 w/ (2) /4 m BOLTS THROUGH CENTER LINE OF VERTICAL LE65SPECIFICATION FOR DRIVEN FASTENERS: NAIL5, 5PIKE5, AND STAPLES. B. OUTSIDE OF EACH SEPARATE 5LEEPIN6 STRUCTURAL MEMBER DEFLECTION BASIC WIND SPEED 150 MPH SFOG LIA LOCATED IN UPPER THIRD OF ATTIC 5FACE AND ATTACH TO EACH PAIR OF SET 6 DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PACE G-003. AREA IN THE IMMEDIATE VICINITY OF RAFTERS. 2.2.6. PNEUMATIC, NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES THE BEDROOMS (GENERALLY THE HALLWAY) RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE GATECORY B RESIDENCE SHALL MEET THE REQUIREMENTS OF THE C70VERNINO BUILDING GORE L/150 b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE G. EVERY LEVEL OF DWELLING W/ NO FINISHED CEILING ATTACHED TO RAFTERS 7. FLOOR TO FLOOR HOLD-DOWNS TO E'�E PROVIDED EVERY 48" AND EVERY MANUFACTURER'S GORE EVALUATION REPORTS. (BASEMENT, FIRST FLOOR, 4 SECOND FLOOR, ETC) SEISMIC DESIGN CATEGORY B 16" WITHIN 4' OF EXTERIOR CORNERS. ASPHALT ROOFING SHINGLES INTERIOR WALLS 4 PARTITIONS H/I80 I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLASS-A ASPHALT ROOFING 2.2.7. SGR.EWS: SCREWS SHALL COMPLY WITH ANSI/A5ME B 18.6.1 WEATHERING SEVERE wOODSGREw5 (INCH SERIES). 3480 OLE JULE LANE 5. SILL PLATE TO FOUNDATION ANCHORAGE;51LL PLATE SHALL BE ANCHORED SHINGLES OR APPROVED EQUAL. FLOORS 4 PLASTERED CEILINGS L/360 „ TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER FROST LINE DEPTH 5-0 OF J" AND 3"x8"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 2. 5HINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLE55 OTHERWISE MECHANICAL FUEL GAS: MATTITUCK, NY 11952 PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE ALL OTHER STRUCTURAL MEMBERS L/240 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN CONCRETE/MASONRY AND WATER BARRIER FROM EDGE OF EAVE TO 24" IN51DE EXTERIOR WALL MECHANICAL CONNECTIONS: 1. MECHANICAL AND FUEL OAS SYSTEMS SHALL COMPLY w/ THE TERMITE MODERATE TO HEAVY FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLA5HIN6 CONDITIONS. NY5 MECHANICAL CODE AND FUEL 6A5 CODE EXTERIOR WALLS w/ PLASTER OR STUCCO FIN15H H/360 ICE BARRIER REQUIRED YES DRAWING TITLE: AND AT SPACING NOT EXCEEDING 4 ON CENTER. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS SIMPSON MAY BE 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. 2. ALL MECHANICAL 5Y5TEM5, APPLIANCES, 4 EQUIPMENT SHALL BE LISTED, GENERAL NOTES CONSTRUCTION. LABELED, 4 INSTALLED IN ACCORDANCE w/ MANUFACTURER'S SPEC.'S 4 CODE. EXTERIOR WALLS - WIND LOADS w/ BRITTLE FINISHES L/240 CODES AND REFERENCE STANDARD: 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED ENERGY TABLE I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S BY "SIMPSON" MANUFACTURER. 3. ALL FUEL 6A5 SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDINGS EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL GORE, 2020 SPECIFICATIONS. SHALL BE EQUIPPED w/FLAME SAFEGUARD DEVICE WHICH SHUTS OFF THE FUEL STRUCTURAL DESIGN CHARTS NEW YORK STATE PROPERTY MAINTENANCE GORE, AND 2020 NEW YORK 5. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT L16HT 15 EXTINGUISHED. STATE ENERGY CONSERVATION CONSTRUCTION GORE. 5. NAILING OF ROOFING SHALL BE TO CODE. INDICATED IN "SIMPSON PRODUCT LITERATURE. THERE MAY BE SEVERAL LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY 4. SUPPLY 4 RETURN DUCTS OR PORTIONS THEREOF NOT LOCATED 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF b. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND Ib 6AOE 5TAPLF-5 ARE LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY "SIMPSON" COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED STRUCTURAL DF-510N LOADS WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME PERMITTED TO AN R-VALUE OF AT LEAST(NY5 EGG R405.3): CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER ASSOCIATION 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED PAGE: (AF4PA) AMERIGAN WOOD COUNCIL (ANC). 7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR DUCTS 3"0 4 GREATER, LOCATED IN ATTIC, R-5 USE LIVE LOAD DEAD LOAD 2:12 PITCHES TO 4:12 PITCHES 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER DUCTS UNDER 3"�, LOCATED IN ATTIC: R-6 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. DUGT5 3"0 4 GREATER, OTHER PORTION OF BUILDING: R-6 P ® PLUMBING GORE. &. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF DUGT5 UNDER 3 4',OTHER PORTIONS OF BUILDING: R-4.2 EXTERIOR BALCONIES 40 psf 15 psf 2mOO THE SEALANT TO UPLIFT FORGES USING ASTM D 6551. 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE SPECIFICATIONS OF THE PRODUCT BEING INSTALLED DECKS 40 psf 15 psf MECHANICAL GORE AND 2020 NEW YORK STATE FUEL GAS CODE. 'I. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC ARCHITECT PASSENGER VEHICLE GARA6E5 50 psf AS PER PLAN DATE: 04/08/25 2 OF 13 CODE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION GYPSUM WALL BOARD :: UNINHABITABLE ATTICS WITHOUT STORAGE CONSTRUCTION GORE. 8. ALL CONNECTORS SPECIFIED AS A SIMPSON TOP MOUNTED BEAM (MAX CLEAR HOT < 42") 10 psf 15 psf 1. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED COMPOUND METHOD. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. UNINHABITABLE ATTICS WITH STORAGE 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND GEILIN6, UNLESS (MAX CLEAR HOT > 42") 20 psf 15 psf OTHERWISE NOTED. WATER RESISTANT (W.R) AT BATHROOMS AND WHERE HABITABLE ATTICS 4 30 psf 15 psf �aED ARC DEEMED APPLICABLE. ATTICS SERVED BY FIXED STAIRS p p C9y� BW 8 tij�� 3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON GEILIN6 AND WALLS INSULATION ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET 1. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING FIBERCLA55 BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. 5LEEPIN6 ROOMS 30 sf 15 psf "' m EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL FOIL TO BE PLACED TOWARD WARM SIDE. P K' * I CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION STAIRS 40 psf 15 psf (P 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE WALLS FROM 6" BELOW 6RADE TO 24" BELOW GRADE IF DESIRED BY �/T 03 y0 TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS CONTRACTOR OR OWNER. GARS SHOULD BE TAKEN NOT TO DAMAGE 6UARDRAIL5 AND HANDRAIL5 200 psf 15 sf '' �N TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. FOUNDATION WATERPROOFING. P P OF 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND 3. GENERALLY, UNLESS NOTED OTHER.WI5E, INSULATE AS FOLLOWS: ALL OPENINGS. - q" R-50 FOR FLAT GEILIN65 ROOF LOADING (LIVE = GROUND 5NOW LOAD) 25 psf 15 psf - b.25" R-300 FOR VAULTED AND CATHEDRAL GEILIN65 b. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-005. - 3.5" R-15 FOR 2"x4" WALL CONSTRUCTION - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION - 5.25" R-21 FOR FLOORS *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH ASGE 7-I6 (MINIMUM ME51ON LOADS FOR BUILDIN55 AND OTHER STRUCTURES) I HOLDOM DETAILS T*rF I GAL NA I L I NO/STRAffi=I NO REOU RE1�' ENTS FOR FA5TENINO SCHEDULE A ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER U F L I F T/ SHEAR, LATERAL NINE-,) R E S S T A N G E NOTE: THIS SCHEDULE DOES NOT INCLUDE NA I L I NO FOR METAL FRAMING STRAPS (SEE PAGE 0-005 FOR STRAPPING AND NAILING REQUIREMENTS, < SUBSTITUTIONS MAYBE MADE WHEN LOAD CAPACITIES ARE MATCHED AND ROUGH OPENING FRAMING REQUIREMENTS) 0 **ALL STRAPPING TO BE IY4"x 20 SAUCE** -- "51MP50N" EQUIVALENT - 0520 (COILED STRAP) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLE55 NOTED OTHERWISE Lu BE IOd NAILS IF STRAPPING 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER ANC 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) J Cu HOEDOWN 'A' HOEDOWN 'B' DESCRIPTION If=FA5TENFE=ARN5fj:;___] FASTENER 4- CV CONNECTION A NAILINO (R TY SPACING 'E FOR NEw d Ex15T. ROOF I$ GE I L I NO FRAM I NO FOUNDATIONS AT RAFTER TO RIDGE J� I.DIM'e ARE ALL MIN.k'e BASED ON USE OF ONLY A Ibd 0 ENDWALL ✓" CONNECTION: 4-� " COMMON NAIL w/o PREBORED HOLES. L r- ENDWALL -"".. -~~ 2„ RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER RAFTER 0 N z O (5) 2x FULL (5) 2x FULL CORNER STUD -"-,. ^~""~" 2.HOOD IS ASSUMED TO BE D,F,k2 b BTR. IN DRY USE d — HEIGHT STUD HEIGHT STUD CONNECTED TO FOR STRAP - 3 8 d COMMON R.R. 2" SERVICE •co r, ) It \ CORNER STUD TRANSFER SHEAR NAILS a EA. END OF STRAP. CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER JOIST � U ONNEGTED TO e 5. SHOULD THE HOOD IN USE PRESENT A SPLIT POTENTIAL C x = (V TRANSFER SHEAR iY (EVIDENT DURING INITIAL INSTALLATION) PREBORE THE NAIL O d-+ "SIMPSON" HDQS FOR ROOF SLOPES UNDER 5:12 WITH HOLES,SET NEw MEMBER. CEILING JOIST TO PARALLEL RAFTER (PAGE-NAIL) SEE PAGE 6-003 EACH LAP m C9 HOLDOWN ANCHOR 0 2-I6d COMMON 2-I6d COMMON ROOF SPAN5 OF 24 OR GREATER, • • • • • • ��, +) L0 LOCATIONS NOTED NAILS ® 6 O.G. 4 4.NO MIXING OF NAIL SIZES OR TYPES ALLOHED C\j NAILS ® b" O.G. d USE 4 8 d COMMON NAILS a EA. CEILING JOIST LAPS OVER PARTITIONS (FACE-NAIL) q-I6d COMMON EACH LAP C OCu 10" O.G. IF BLOCKED ON PLANS 10 O.G. IF BLOCKED '�. �". • • Q CC CORNER POST END OF STRAP. G.J. C.TIES �° 5.SEE SECTION 6 FOR ANY RECT TO CLINCH THE NAILS(TO Q a G CORNER POST TIGHTLY BOND THE END OF THE NAIL TO A 10° ANGLE,SEE I GRAPHIC BELOH) COLLAR TIE TO RAFTER (PAGE-NAIL) SEE PACE 6-003 PER TIE "SIMPSON" HDQS „.�„�„ THE ABOVE ASSUMES A RAFTER HOEDOWN ANCHOR ® 5PAGIN6 OF 16" O.G.; FOR 5PAGIN65 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-Sd COMMON EACH END „ SECTION 12.4-PLACEMENT OF NAILS d SPIKES # TABLE LOCATIONS NOTED a OF 24 O.G., INCREASE NAILING BY A GR 4-I. ON PLANS _ e FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END CONNECTION B 11$ 52 AT RAFTER TO TOP PLATE TO 5TUD WALL FRAM I NO CONNECTION: HOLDOWN INSTALLATION OPTIONS: �y"- • -~^"M�~~� 1 , FOR NEW P. GONG. FOUND.'s ".• a ° FOR STRAP - 3 8 d* COMMON NAILS a EA. E32 TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON ' PER FOOT T HOLDOWN CAST IN PLACE w/"1/5"(P THREADED ROD ,.^� • • END OF STRAP. • • U ■ WHEN IN TOWN OF I5LIF OR NAILING TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON J015T5 - EA. 51DE FOR EXIST. P. GONG, OR NEWLY CURSED FOUND.'s • • SEe • • n CONCRETE THREADED H AD SIM OD (FRET (HIGH V) EMBEDDED 12" INTO a I NOTE"s j1 GEOMETRY EXCEEDS THAT PERMITTED IN W MAX. L • • NAILING GRID ABOVE UTILIZE • • STUD TO STUD (FACE-NAIL) 2-Ibd COMMON 24" O.G. ADHESIVE), 4 FOR TEMP.s O F 40 F USE SIMPSON AT �I SIMPBON #H2A (OR EQUAL) RAFTER TIE •-..„„ (HIGH STRENGTH ACRYLIC ADHESIVE) „^--..„ HEADER TO HEADER (FACE-NAIL) Ibd COMMON Ib" O.G. ALON6 EDCE5 • FOR TOENAILING - 5 5 d COMMON NAILS —�— FOR W G EXIST. /NE .M.U. (GONG. BLOCK) f. TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD FILL TOP 2 GOUR5E5 SOLID 3 CAST IN PLACE HOLDOWN USE SAME " w/-1/5"O THREADED ROD CONNECTION ^ •"„.. _ FOR G.J. TO R.R. - elI(b d COMMON NAILS BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, U C REQUIREMENTS FOR -. ..„• RAISED G.J.'s MHEN FOR EA. PLATE TO STUD ABOVE OR BELOW AT G.J. TO G.J. CONNECTION: ENDJOIST, or BLOCKING (FACE-NAIL) 2-I6d COMMON I2 PER FOOT APPLICABLE) }-IOLDOWN 'G� HOEDOWN 'D' 2 _J6 d COMMON NAILS FOR G.J. TO G.J. - 9 I6d COMMON NAILS FLOOR FRAMINO .Eo— FOUNDATIONFOR NEW e EXIST. 1\ FOR NEWLY POUREDCONNECTION GI G2FOUNDATIONS JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-Sd COMMON PER J015T® ONE STORY ONLY ; W (5) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-6d COMMON EACH END Q HEIGHT STUD CORNER STUD TO TRANSFERS HE BLOCKING TO JOIST (TOE-NAIL) 2-Sd COMMON EACH END TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY "SIMPSON" HDQS (5) 2x FULL HOLDOWN ANCHOR ® � 2-I66 COMMON HEIGHT STUD �.- " • G2 "- I TO 57UD CONNECTION: BLOCKING To SILL or 5-I6d COMMON EACH BLOCK I LOCATIONS NOTED NAILS ® 6" O.G. TOP PLATE (TOE-NAIL) S ° ON PLANS 10" O.G. IF BLOCKED G( ~�-~ FOR STRAP - 5 5 d* COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 5-I6d COMMON EACH JOIST CORNER POST I NAILS ® EA. END OF STRAP ° JOIST ON LEDGER TO BEAM (TOE-NAIL) 5-8d COMMON PER J015T FOR EA. PLATE TO STUD ABOVE 8 OR 2-I6d COMMON I ! BELOW - 2 16 d COMMON NAILS NAILS ® b" O. ,;._ • BAND JOIST TO J015T (END-NAIL) 5-I6d COMMON PER JOIST �``-- """""" � BAND J015T TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT a a ���' •, ROOF SHEATHINO STRUCTURAL PANELS: INTERIOR ZONE 8d COMMON b" EDGE / 12" FIELD a "SIMPSON" 5T DI4RJ CONNECTION DI I$ D2 SOLID PERIMETER EDGE ZONE a BLOCKING Sd COMMON 6" EDGE / b" FIELD HOLDOWN INSTALLATION OPTICS ® EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ Bd COMMON 4" O.G. UP TO �I" RAKE OVERHANG FOR NEW P. GONG. FOUND.'s HOEDOWN CAST IN PLACE w/7/8 4) THREADED ROD GE I L I NO SHEATH I NO AT STUD TO FLOOR ASSEMBLY TO SILL - FOR EXIST. P. GONG. OR NEWLY CURSED FOUND.'s • • 7/8114) THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATES) CONNECTION: C)2 CONCRETE w/ "51LIP�QLI�t`�(�+I6H STRENGTH EPDXY ;72" MIN. -•-----•-•- 6YP5UM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD ADHESIVE), dFOR TE:MP.'s O°F-40°F USE "SIMPSON" AT ROM n (HIGH STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR CORNER FOR STRAP - 5 8 d* COMMON NAILS a EA. SPECIFIED ON I -4"` ° END OF STRAP (WRAP STRAP UNDER SILL PL) 11,111 FOR EXIST. / NEW G.M.U. (C•ONG TYP. FOUND. NOTE . BLOCK) WALL SHEATHING • I FILL TOP 2 COURSES SOLID b CAST IN PLACE HOLDOWN o ° FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - STRUCTURAL PANELS Sd COMMON 6 EDGE ✓ 12 FIELD w/7/8"0 THREADED ROD _ 2 I6 d COMMON NAILS 'I' ' i III „ I ALTERNATE CONFIGURATION - ABOVE STUD TO STRAP w/(5) GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD FLOOR CONNECTION w/ # PT4 5IMP50N (OR NA I L I N0/STRAF�1 NO C� WINDOW/DOOR HEADER STANDARD/ALTERNATE EQUAL) ® PLATFORM TO BILL PLATES --~---~~ �- _ � OF AI STRAP 0`D E EA.JOIST (FOR FLOOR SHEATH I NO (5U5FLOOR) E ALTERNATE USE SIMP50N H2.5A) L) NOTATION: STRUCTURAL PANELS: A - NUMBER OF 5d NAILS ® EA. END OF STRAPPING (2015 WFGM,TABLE 51,P. 1841);WHEN STRAPPING CONNECTION E I" or LESS: 8d COMMON b" EDGE / 12" FIELD REQUIRES OVER 14 NAILS, USE SIMP50N 0516 5TRAPPIN6 (OR EQUAL). " - ~~""" GREATER THAN I": 10dad COMMON b" EDGE / 12" FIELD B - NUMBER OF SILL 5TUD5-ON FLAT(DOES NOT APPLY TO DOORS) (2016 WFGM,TABLE 5.255, P. 2q1) ~"" " • G - NUMBER OF FULL HEIGHT KING STUDS 0 EA. SIDE OF HEADER (2016 WFGM,TABLE 5.25C, P. 2"12; -"�"„."" ~""" • ALTERNATE A5 PER TABLE 5.250,P. 2q5) -^ : • I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b" O.G. AT THE PANEL EDGE. w A D D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING 5TUD TO END OF HEADER® EA. SIDE AT 5TUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. Q (201& WFGM,TABLE 5.1,P. 18q) ° PLATES) CONNECTION FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN, HIGHER C E (2-PLY) - NUMBER OF JACK STUDS ® EA. END OF 2-PLY HEADER (201b WFGM,TABLE 5.22F,P. 256) ° a o a a SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR E (5-PLY) - NUMBER OF JACK STUDS 0 EA. END OF 5-PLY HEADER(2015 WFGM,TABLE 522F,P. 25&) a ° ° °a ° ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: B F - NUMBER OF I6d NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF 5ILL(5) 0 EA. SIDE ,, a a, a °a� 2 - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF (DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 5.5, P. Iql) „'"„„„•••�.„ ° "' FOR ROOF 5HEATHNAILS SHALL BE PERMITTED ING IV41THI OF THE PERIMETER EDOEDUCED To I-lbr;l IOF THE ROOF, INCLUDING 4' ON EACH E ° FOR STRAP - 3 8 d COMMON NAILS ® EA. s _ FASTENING SCHEDULE B �~ .„ „ ° END OF STRAP (WRAP STRAP UNDER SILL PL) SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE SFOG LIA F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS ~'„ '~„••.„ a �` FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - USED. RESIDENCE (IN ACCORDANCE WITH W00D FRAME CONSTRUCTION MANUAL 2018 EDITION) "` ° 2 _16 d COMMON NAILS A MAX NOTATION E E 51 ONAOE FOR TRUSS TYPE, PRE—ENGINEERED ROUGH A B G D (2-PLY (3-PLY F WOOD, AND/OR TIMBER CONSTRUCTION PEN I NG HDR) HDW O THE FOLLOWING SIONAGE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 3480 OLE JULE LANE 2'-0" 2 I I 2 1 1 2 TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE MATTITUCK, NY 11952 RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC, BOX OR 4'-0" 5 1 2 5 1 1 3 Si�L I G I NO O TOi� i�LAT GABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE II AUTHORITY HAVING JURISDICTION:BRACING/STRAPPING DRAWING TITLE: - PROVIDE (2) 2"XIO" HDR (MIN) U.O.N. b'-O" 4 1 5 4 1 1 4 FOR RAKES 12"OR HOEDOWN ANCHOR BOLT TOP PLATE BLOCKING 2 LESS PROVIDE , 8'-0" 6 2 3 5 i I r✓ SPLICE --} TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK® BLOCKIN6 m 12" O.G. CONSTRUCTION TYPE DESIGNATION SHALL LENG FOR WIND - EXPOSURES B8G - FOR WIND - EXPOSURES 580 - TH I 4'-o" O.G. TO AGHEIVE RAKE O.H. BE "I", "II", "III", "IV', OR "V" TO INDICATE STRAPPING, & NAILING DETAILS lo'-O" 7 2 4 6 2 I 6 ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE _ff H THE 57RUC7URE UNDER SECTION 602 OF 12'-O" 8 2 5 8 2 ::1 8 BUILDING MINIMUM SPLICE' "'` BUILDING MINIMUM SPLICE=14 THE NYS Br.,. DIMENSION (FT.) LENGTH (FT) DIMENSION (FT.) LENGTH (FT.) TYP. STRAP w/(5) PAGE: Sd NAILS EA. END DESIGNATION FOR STRUCTURAL 12'-O" 2'-0"/2'-b" 12'-O" 5'-O" OF EA. STRAP 6" DIAMETER COMPONENTS THAT ARE OF TRUSS TYPE, I6'-O" 3'-O"/3'-q" I6'-O" 4'-O" A N C H O R BOLT S F E GCATIONS ATTIC PRE-ENGINEERED WOOD, OR TIMBER G-003mOO -<-.:; CONSTRUCTION A5 FOLLOWS: BLOCKING 2 B - Fit = FLOOR FRAMING, INCLUDING 20-O 4'-0"/5'-0" 20-O 5-O - BAYS <-~- �°• GIRDERS BEAMS 6"-12" SPECIFICATION (2018 WFGM TABLES 5.2A 4 5.25, P. 157-160) CORNER 24'-O" 4'-O"/5'-O" 24'-0" 6'-O" BACK® 4-O' o.G. - "R" = ROOF FRAMING Bq" — - "FR" = FLOOR 4 ROOF FRAMING DATE: 04/08/25 3 OF 13 CONDITION FOR ALL STRUCTURES: s/e"� ANCHOR BOLTS 0 5CI" O.G. 28'-O" 7'-O" iv 52-O 6-O /7-b 52-0 8-011 11 if 11 11 1LjL SECOND FLOOR Q 56'-01, 7'-O"/8'-q" 56'-O" q'-O" NOTES: 1.TABULATED SPLICE LEN6TH5 ASSUME TOP PLATE-TO-TOP PLATE CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-0" 81-011/10'-O" 40'-0" II'-O" CKING 2 B �„� • ��Q�RCy I. MIN. 7" EMBEDMENT INTO CONCRETE PROVIDE AN EGiUIVALENT NUMBER OF NAILS BLO AYSrW S /� • END w/ 5" SQUARE WASHERS AND END NUT SETUP; BACK® 4'-O" O.G. IB" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. FILL 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-0" 10'-0"/12'-6" 50'-O" 15'-0" TYP. STRAP w/(5) "" " CONDITION IN EXPOSURE B STROKE • TOP TWO GOUR5E5 SOLID 5d NAILS EA. END j, n II 1, 7r 1 = 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT HALL 60-O 12-O /15-O 60-O I6-O OF EA. STRAP :p HEI6HTS FOR OTHER HALL HEI6HTS,H,THE TABULATED UNIT 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR +l� - LATERAL LOADS SHALL BE MULTIPLIED BY H/8; FIRST FLOOR ,�► �' •' OR REPLACED BY HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE HALL HEI&HT5 MULTIPLY THE ABOVE 70'-O" 14'-O" '7o'-O" Iq'-O" PLAN DIAGRAM OF ZONES OR MIN.SPLICE LENGTH BY THE FOLLOHIN6 FACTOR ��� �384 4-w`�c` 5. ANCHOR BOLTS ARE TO BE BETWEEN 6" 4 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): 80'-O" 22'-0" OF IN FROM ENDS AND CORNERS (TWO a CORNERS) "I'HALL- 1.125 J I REFLECTIVE REFLECTIVE (SEE DIAGRAM TO LEFT) IO'HALL- 125 BLOCKING 2 BAYS 11'HALL- 1.5-15 THIS COLUMN w/MULTIPLIER BACK ® 4'-O" O.G. RED PANTONE WHITE 4. COORDINATE w/ HOLDOWN LOCATIONS 12'HALL- 1.5 FOR 10'-0"WALL #157 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAMING GRAPH I C5 GONTI NUOU5 BUILT-UP ORDERS,RDERS, 3 OR MORE SUPPORTS (THAT EXCEED FRAMING STANDARDS, IT 15 REOM FOR FRAMER TO HAVE A F 1 REBL_OGK I NO FOR fi LATFORM HOOD FRAM I N,O WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWC] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/6 a CONNECTION 4 1/4 OF A WHEN 6IRDER5 MADE UP OF J015T5 NAILED Q PATTERN DESCRIPTION �� TOGETHER 5DE BY SIDE ARE CONTINUOUS OVER O BLOCKING UNDER LOAD BEARING WALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES MAX.52" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-5TOPPIN6. Lu NON-LOAD BEARINO WALL OFFSET FROM SUPPORT A I(2)ROW5 lod NAILS m 12"O.G. 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST Lu THE SPAN LENGTH FROM AN INTERMEDIATE _I CD STUD5 STUD B (5)ROWS IOd NAILS m 12"O.G. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRE51-OPPIN6. M SUBFLOOR P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE Q 4- (V 5UBFLOOR G (2)ROWS I/2" 4'BOLTS m 12"O.G.STA66ERED; Two-PIECE JOINTED ON THE SAME 51ME OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE .Oin DBL.m ENDS PLATE SERVE AS FIRESTOPPIN6. 6) SOLE PLATE BUILT UP 61WER P MAX.52" NAILING: O '- D (2)ROWS 1/2" 4+BOLTS m 16"O.G. SOLE PLATE TWO-PIECE GIRD JOIST ARE TO BE NAILED FROM ONE FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE _ r- O SIDE WITH IOd NAILS, TWO NEAR EACH END OF OIST SERVES AS FIRESTOPPIN6. � (� v E (2)ROWS I/2" A B .G OLTS m 24"O . L r- BETWEEN 1/6 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE 5 5. FIRE5TOPPIN6 SHALL BE 2 INCHES OF WOOD BLOGKIN6 O C (NJ z O F (2)ROWS 5-5/5"TRUSSLOGK 50REW5 m 12"O.C. 4 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. a - " I SGREPIFD ON(1)SIDE OF MEMBER •CIS LINE; OR 5IRDER5 ARE TO BE NAILED FROM EACH G (2)ROWS 54411 TRU55LOCIK SCREWS m 16"O.C. SIDE w/ 10d NAILS, TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE X N OREVED ON(1)SIDE OF MEMBER JOIST, OTHERS STAGGERED w/ A DISTANCE OF 32" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN O O O .fir H (2)ROWS 5-5/B"TRUSSLOGK SCREWS m 24"O.G. P BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE AS FIRESTOPPIN6. O m 'z JOIST 5CREV•JED ON(1)SIDE OF MEMBER a--� r MAXIMUM OFFSET THREE-PIECE •7. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND N C-0 (2)Rows 5"TRU55LOGK SCREWS m 12"O.G. BUILT UP 61RDER MAX.52 THREE-PIECE GIRDER5 ARE TO BE NAILED w/ 20d O JOIST DEPTH,d SCREWED ON BOTH SIDE OF MEMBER 2 INCHES OF WOOD BLOGKIN6 PLACED BETWEEN JOISTS O NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. SERVE AS FIRE5TOPPIN6. Q a MATCHED SIZE OF BLOGKIIVG (2)ROWS 5°TRUSSLocK SGREVJS m I6"o.G. 4 � � UNDER NON-LOAD BEARING FIRESTOPPIN6 AND K SGRENED ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE PARTITIONS ® 52" O.G. BLOCKING STUD OTHERS STAGGERED w/ A DISTANCE OF NOT MORE 3 6. THE HEADER SERVES AS FIRE-STOPPING. DOUBLE PLATE L ISGREv�D 2)ROP6 ONN BOTHLSIIPE CK OF MEMBER 4 O.C. a�/4 OFA6 THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. 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 NO BRAG I NO STRINGER TO SERVE AS FIRE5TOPPIN6. GANTI LEVERED FLOOR I.BEAMS t HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED � GABLE ENIDWALL PLAN SHALL USE CONNECTION PATTERN'A'WHEN 8"OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR 4 CONNECTION PATTERN 'B'WHEN 10' OR LARGER p FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH "'STUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PI£c£ ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENER5 1/2"FROM ONE 51DE TO THE OTHER BUILT UP 61RDER GIRDER5 ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH T SOLE PLATE GABLE END FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM or - LATERAL/ 2"x4"CONTINUOUS MASONRY PIERS, NAILED TO WOOD POSTS OR LATERAL BRACE m V O.G. TRUSS THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE GEILIN6 BAND BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE U JOIST (2) IOd NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL n 1 —� G PLATFORM FRAME CONSTRUCTION 5HRINKA6 (D E CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON 10)8d N A I N O F A TTE RN S FOR S 1 D E LOADED BEAMS (i e. FLUSH B E A M J> -LOCATIONS REGUIRUN6 FIRE5TOPPING- NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE AS NAILS AS FIRESTOPPING. 0 • FIRE- PIRE- W000 FIRESTOPPIN6 FIRESTOPPIN6 STOPPING 5TOPPIN6 FIRE- FIRE- SOLE FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING MULTIPLE-PIECE MEMBERS ♦ 1 J015T 5d COOLER NAILS® 10" O.G. v' IIII NAILED �� BOLTED' c;I ;I I 'I Ij',' LOCKING 2"x4" BLOCK NAILED TO EA. BRACE ' FIREsrOPPIERTI 2 ROWS Ibd S ROWS Ibd 2 ROVL4J5' 2 ROWSV 2 ROWSS' w/(4) IOd NAILS COMMON COMMON eoLrs•24' BDLrs BOLTS e 12"O.C.' a 12'O.G. OG•6TA66ERED° a 12"O.G. O 6"O.G. COVERING IS APPLIED TO UNDERSIDE OF STUD 6YP5UM BOARD 20 ga.STRAP TWO ROWS 12"O.G. THREE ROW5 12"O.C. JOISTS LOCATION i LOCATION 2 LOCATION 3 LOCATION 4 <1111 0DOUBLE PLATE 5d COOLER NAILS® 10" O.G. (10) 6d NAILS BEAM SELECTION w/ STD. NAILING ° ° ° ° ° JOIST SHALL BE LOCATED DIRECTLY NOTE: ENDNIALL STUD As NOTED IN NOTES •7 4 5 ° ° ° ° ° ° ° 5 NONCOMBUSTIBLE ALTERNATE D DENOTES ALT.FOR USE OF DRYWALL SCREWS ° FIRESTOPPIN6 LOCATION Q OVER STUDS, UNLE55 TDP PLATE 15 4" m EDGE/12"m FIELD FULLY BLOCKED I.TOP AND BOTTOM Rows SHOULD BE 2"FROM EDGES 50LE WOOD FIRESTOPPING or GIRDER DESIGNED TO CARRY THE LOAD SCREWS u6 - 1Y4"TYPE w OR 5 FIRESTOPPIN6 LOCATION 5 LOCATION b 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.STAGGERED TWO ROWS 6"O.C. FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL INTERIOR STUD DETAIL THICKNE55 OF THE MEMBER.USE WASHERS UNDER HEAD AND R.M. C © G C C O O O O O OVERLAID ROOF 5.STAGGER EACH ROW OF FASTENERS BY 12". O O C O O O O O C 2"SPACE NOT 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. III' TO BE FILLED m NONCOMBUSTIBLE FIRESTOFPING ATTACHMENT VALLEY FIRESTOPPING p,r \ APPROX.I INCH THICK 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO S BOTH SIDE OF THE MEMBER. \. 6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b'O.G.OR TRIPLED FOR 4"O.C.NAIL SPACING. LOCATION -I STD.NAILING FOR TOP LOADED MULTIPLE-PIECE 5EAM5: 9' 31 ` STRAPPING ROWS w/ 1.2 OF Ibd COMMON NAILS(12"O.C)FOR DEPTHS 12'OR LESS FIRESTOPPIN6 \" 4 8d NAILS LOCATION 8 LOCATION 9 m EA.END m R.R. D.5 ROW5 OF 16d COMMON NAILS(12"O.G)FOR DEPTHS OF 14',16'4 I6'. LOCATION 10 FULL WIDTH 2 x 5LOCKIN6 z O t-- W N GONSTRUGTI ON DETA I L.S 14l I ND LOAD FA7H GONNEGTI ON D77A I L_S TOP PLATE DRILL 2"m INTO ROOF NTER5EGT1 ON META l L DECK FOR STRAPPING INSTL. NOT TO SCALE EXIST.OR NEW NEW R.R. SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 IOd NTINUOU5 LOWER TOE NAIL NOTED CONT.BLOCKING TOP PLATE __ SPIKED TO KA.'e AL16N NEW 4 EX. R.R.AS SHOWN KING STUDS PLAN VIEW NOTE: SIMILAR m 'SHED' WOOD JO 15 WOOD JO I S L ROOF,R.R. IN LINE CRIPPLE STUD fl BLOCKING JOIST HANGER HEADER GENERAL REOL11 REMENTS FOR C ENERAL REG2U I REMENTS FOR Z W INSTALLATION OF GLINOHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADER o WOOD GIRDER JACK STUDS WOOD JOIST r- MAIN MEMBER IN Q QQ 90• —Oo a JO 15T FRAMING OVER WOOD GIRDER JOIST FRAM I NO FLUSH WITH G I RDERHEADER T`1'P I GAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN a AN ANGLE OF PROJECT: MEMBERS DIAM.X 5 APPROX. 50° w/THE MAIN MEMBER 4 STARTED APPROX. ATHE LENGTH OF THE NAIL FROM THE MEMBER END, S F 0 G L I A I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER,5TRAI6HT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'S AT A q0° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN RESIDENCE MEMBER, FOR THI5 APPLICATION, SHALL BE AT LEAST 51X TIMES THE DIAM. OF THE NAIL RAFTER 5. o AVOID O, No MORE THAN 2 TOE NAILS SHALL D BET INSTALLED IN I AIN5IDE OF A RAFTER OR GEILIN6 J015T WALL STUD WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BOTTOM PLAT % BOTTOM PLAT 3480 0 LE J U LE LANE BATHTUB - SUB FLOOR DOUBLE JOIST DOUBLE JOIST TOP PLATE MATTITUCK, NY 11952 GHIM. CHASE SECURING @ STD. SIDE WALL -- O DRAWING TITLE: WALL STUD FRAMING GRAPHICS O BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS (s CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB, ALL BATHROOMS WITH TILE FLOOR, DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/STUDS TO ATTIC, FLOOR 4 BLK'6 TO R/L SIDES W/STRAPPING TO R/L SIDES) O UNDER KITCHEN FLOORS AND RADIANT FLOORS WITH MUD. TOP PLATE ® o-1 Mtu WIND RES 1 STANT CONSTRUCT ON CONNECTORS PAGE: GHIM. CHASE WALL ��p U CONNECTION LOCATION: PART NUMBER: NOTES: G-004m00 o wp v R IDOE-TO-RAFTERS 0520 @ 21 " APPLY TO EACH PAIR OF RAFTERS RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER DATE: 04/08/25 4 OF 13 ROOF 0 L a z g RAFTER-TO-PLATE H8 or H25 APPLY TO EACH RAFTER 1 NZ REOV BLOGKIN6 0 N PLATE-TO-WALL STUD C520 @ 18" �ti o TO ALIGN W/ STRAPPING Q a APPLY TO EACH WALL STUD ® EA LEVEL THE FIRST OF ®z 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or C520 @ 36" 'K ��` y�� ® O APPLY TO EACH WALL STUD FLOOR/GL6. O� HEADER-TO-JACK STUD 0520 @ 12' APPLY TO EACH JACK STUD * n O _ { 1 CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD N� SHEAR WALL HOLDDOWN ANCHOR 557B16 APPLY TO EACH 5117)EWALL END 9� d3E4 �QF I57. FLOOR-UNDER-SILL PLATE C520 WRAP UNDER DOUBLE SILL PLATE SIDE VIEW PLAN VIEW I (USE WITH 3" SQUARE WASHERS) USE THE FOLLOWING OR APPROVED 51MPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. OENERAL S`I'M50L NEW PARTIAL HEIGHT a EXIST. Q EXISTING TO BE DEh10L15HED /� WOOD FRAME (L.G. STL.WHEN APPL I GABLE) WD, DECK. EXISTING TO REMAIN 60.0 SOFT. 0 NEW FOUNDATION WALL Lu �----{ NEW WOOD FRAME 0-.6. C J cc �--—I 5TL. WHEN APPL I GABLE) m MIN. (2) 2"x4" STRUCTURAL NEW I-HR FIRE RATED ElP05T FOR 4" WALL5 � V) WOOD FRAME (L.G. STL. (MIN. (2) 2 xb 5TRUGTURAL WHEN APPLICABLE) POST FOR 6" WALL5), U.O.N. O I I II I � 70 NEW 2-HR MIRE RATED 4-+ CO zWOOD FRAME (L.G. STL. NEW PLUMBING WALL 00 CV WHEN APPLICABLE) l�j' �i 1„ II i I i �O d >) !II! (!dI! EXIST. � X m (V BEDROOM BEDROOM O 0 O '�' C4 1'76.4 50.FT. 242.5 50.FT. 0 m cu cc .. I III I, I II i Q a 2 O III II I i; I' EXISTING E STAIR TO BE III �° II i I DEMOLISHED III � I II II { I I I I I I I I I I, 70 EXI5T UP . U I I I I L_i_ I I I I I I I I , oo(� �-i( I I I II � I I j l. -J W I w Q xz EXIST. EXIST, v c N.I.C. BATHROOM I I ! 61.5 SOFT. 46A SOFT. I I � � I:, i I• I I � III ( I, j, ' ' I'i I � r/^, I OPEN TO I ABO�E 4 � i , III,,, ► r� i'I I Il.i I 11 I I! I I BELOW � 1 ,! I I � ►t I i PROPOSED DEMOLITION PLAN - 2NU FLOOR 50ALE: 1/4" = I'-O" XI T ND. DECK. 60.0 50.FT. F- Z W I � / O U I I � IIr 1 I / - - - - - - - - - - - -_-_�! w �- - - - - - - - \ --JEXISTy WALKS TO INB� < PROJECT: DEMOLISHED < / EXIST. _ SFOGLIA _LINE OF 8'-O"_ _ _ RECREATION _ - LINE OF 8'-0" RESIDENCE CLEAR GEILNG HT AREA i CLEAR GEILNG HT 605 50PT. / i I II 11 EXISTING 3480 OLE JULE LANE STAIR TO BE cV DEMOLISHED I MATTITUCK, NY 11952 I EXISTING N EXIST. I I I I WALLS TO BE DRAWING TITLE: DN I DEMOLISHED t=�—I— _L_L—I_J I PROPOSED DEMOLITION PLANS LINE OF 8'-O" I LINE OF b'-O" CLEAR GEILNG HT 1 CLEAR GEILNG HT - - ------------- I FT PAGE: i e E ow EXIST. GL. A--I-OjLmoo I / I 53.8 SOFT. / I / \ DATE: 04/08/25 5 OF 13 IL - - - - - - - - - - - - - - - - - - - - �.� D AR t N wI- A fop NEB PROPOSED DEMOLITION FLAN - 5RC) FLOOR 50ALE: 1/4" = 1'-O" OENE AL 5)'t�'-150L <EE ' : �{—I EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT HOOD FRAME (L.G. 5TL. Q EXISTING TO REMAIN WHEN APPLICABLE) O NEW WOOD FRAME (L.G. NEW FOUNDATION WALL C Lu co W 5TL. WHEN APPLICABLE) J M MIN. (2) 2"x4" STRUCTURAL NEW I-HR FIRE RATED © POST FOR 4" WALL5 c Lo WOOD FRAME (L.G. 5TL. (MIN. (2) 2"xb" STRUCTURAL WHEN APPLICABLE) P05T FOR b" HALLS), U.O.N. O 0 NEW 2-HR FIRE RATED C9 WOOD FRAME (L.G. 5TL. NEW PLUMBING WALL O O N Z O WHEN APPLICABLE) a, Lo c X CV O O O +- 1 FOUNDATION FLAN NOTES m +� +- CV TYP. 51L. COL. f PAD FOOTING: O [].. O SEE NOTED DETAIL AS PER PLAN Q O2 EX, FOUNDATION WALL AND FOOTING TO REMAIN OEX. PORCH FOOTING AND POST: W SEE NOTED DETAIL AS PER PLAN 70 POURED CONCRETE AND STEEL REINFORCEMENT NOTES: U I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT FOUNDATIONS BY AN ANGLE OF 45° 'PROJECTED OUTWARD AND (W DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTIN65. W 2. IF WATER ENCOUNTERED DURIN6 POU'RIN6 OF GONG., EXCAVATION • SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER ENCOUNTERED. 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 CAY5. U c 4. ALL FOUNDATION WORK SHALL BE 44)00 PSI POURED CONCRETE AT 0) 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 518 CODE. � En- 5. ALL REINFORCEMENT BARS SHALL B'_ DEFORMED CARBON STEEL • ASTMA615 &RACE 60. MM FOR SUBS DO NOT NEED TO BE COATED. 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS Q SHALL BE STA66ERED. '1. PROVIDE MECHANICAL DEVICES TO HOLD STEEL E HARDWARE IN PLACE AT TIME OF POURING # MAINTAIN REQUIRED CLEARANCES, 20'-0" 32'-2y2" COVERA6E5, AND PLUM5NE55. 8. CEMENT SHALL CONFORM TO ASTM C:-33 FOR STANDARD WEIGHT CONCRETE. wD _ CONCETE - GOLD WEATHER POURING $ C'.ONCRETE MIXTURE I. THESE SPECIFICATIONS SHALL APPL1' FOR THE POURING OF cV CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. 2. SPECIFICITY OF CONCRETE CE516N MIX SHALL BE BY OTHERS. 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL CONFORM TO AGI 506. A-4oi FOUNDATION FOR 4 IN NO SURFACES. SHALL CONCRETE BE PLACED ON FROZEN (SROUNI:� LANDING FROZEN 6ROUD MAYBE REMOVED OR HEATED TO/ TEMPERATURES WITHIN 10° F OF CONCRETE. 5. IN NO CASE AS REONEMOVE SHALL CONCRETE BE PLACED ON ICE OR SNOW. V. 6. THE USE OF HEAT BLANKETS OR ELE(:TRIC BLANKETS ARE cV ° PERMITTED WHEN NECESSARY. "i. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR HIGHER u V AND SHALL BE WITHIN 10* F OF CONCRETE TEMPERATURE. - - - - - - - - - - - - - - - 5. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. ry 9. PERMITTED NON-CHLORITDO BE ADDED TOE,NON-CORROSI SIVE CONCRETE ACCELERMIAXTURNT ADMIXTURES A PER AVE F- - - - - - - - - - - - - - - - - - - - w U ry (ASTM 0414/0494M, TYPES G AND E). N 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT CRO55 SECTIONAL I - - - - - - x Z AREAS EXCEED ONE 5OUARE INCH. TO REPEATED FREEZING AND THAWIi`5 PLACED. E� SHALL NOT BE EXPOSED I I - - - - - - - - - - - - - - - J O 11 REACHED A C M 1PRES51VE 5TRENOTH OF DOO PSI. HAS V 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AV 306. EXISTING STRUCTURAL MEMBER5 NOTE: - DROPPED BEAM V.I.F. THAT ACTUAL CONDITIONS OF EXI5TIN6 STRUCTURAL _ � -7 _ MEMBERS MATCH PLANS, INCLUDING SIZE, SPAN, 5PAGIN0, - —� AND ORIENTATION. CONTACT ARCHITECT IMMEDIATELY IF r' - - - - ANY EXISTING CONDITIONS DIFFER FROM WHAT 15 5HOWN ry EX, SLAB ON EXISTING CMU ON PLANS. COLUMN AND 1 PROJECT: GRADE FOOTING - - - - -I--r SOIL SEARING CAPACITY NOTE: , EX. 2S2 XIO , STRUCTURAL DESIGN OF FOOTINGS ASSUMES 501E N A 4oi P.BEAMOP L J S FO G L I A BEARING CAPACITY OF LO TOWS.F. 1 I I 1 'I RESIDENCE BEARING CAPACITY OF 501L MUST BE VERIFIED BY A GRA6L5PAGE ? dJ 1 6EOTEGHNICAL ENGINEER, OR BY A TEST HOLE IDENTIFYING u - EXISTINCG 501L TYPES ON SITE AND THEIR ASSOCIATED PRESUMPTIVE LOAD-SEARING VALUES. ( X ( li p Q� 1 NEW POST. TO 02 ry �� 1 1 1 3480 OLE JULE LANE D W ® FOU ATION x X 0 1 1 1 w WALL MATTITUCK, NY 1.1952 1 1 ( I I'w I 1 I DRAWING TITLE: 1 EX. 2 2"XIO',r- 1 1 PROPOSED FOUNDATION PLAN - - P.T. DROP � - - - - - - - - - - - - - - - - - - - - - - - - BEAM L- -J - - - - T�- X- 2"xHBOARD- - - - - - - - - - - - - - Q 7�- r- r � �� PAGE: (V D Q EX. 2"XS" D CL N D_ v ' X IL A-102 . 00 ry rya ® I6" O.G. ry� ryR ry� iSTA w I Iw o w Q �� �Q `�Q w 3 \ - r--1 7---1 r--� r--r _ I I I _ I _ _ _ I _ _ DATE: 04/08/25 6 OF 13 ' - - - - - - -woo - - - - �- - - - - - - - - _ L--J L -J L- J L--J L--J L -J L--J 4'_4" op a Q� AS-SU I LT FOUNC)ATI ON PLAN SCALE: 1/4" OEI RAC ���/� FLOOR PLAN NOTES EXISTING STRUCTURAL MEMBERS NOTE: I `� 1 I � V.I.F. THAT ACTUAL CONDITIONS OF EXISTIN6 STRUCTURAL STAIR 4 RAILIN6 NOTE: O NOT USED MEMBERS MATCH PLANS, INCLUDING SIZE,SPAN, 5PAGIN6, 2 SPRINKLER NOTE: AND ORIENTATION. CONTACT ARCHITECT IMMEDIATELY IF NEW PARTIAL HEIGHT I I. ALL NEW STAIRS SHALL HAVE MAX. 8-114" RI 4 MIN. 10" Tr -RISERS SHALL BE CLOSED O I. THIS PROJECT REQUIRE5 AUTOMATIC, SPRINKLERS. . ANY EXI5TIN6 CONDITIONS DIFFER FROM WHAT 15 SHOWN EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. STL. 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY 2. PROVIDE BAGKFLOW PREVENTER FOR SPRINKLER ON PLANS. a WHEN APPLICABLE) MORE THAN I". SYSTEM. THE BAGKFLOW PREVENTION DEVICE MUST Q 3. HEADROOM IN STAIRWAY5 SHALL BE AT LEAST 6'-8". THEN BE INSTALLED BY A LICENSED MASTER 0 I--� EXISTING TO REMAIN 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: O 1. PORCH POSTS AND ROOF FRAMING PLUMBER (LMP) IN ACCORDANCE WITH THE w I. EX. 6"xb" PORCH POST AND ROOF FRAMING AS PER NEW FOUNDATION WALL 4.1. BETWEEN CLEAR HEIGHT 4 HANDRAILS: 36" MIN. DEP-APPROVED PLANS. INSTALLATION MUST COMPLY Lu NEW WOOD FRAME (L.G. -C INDICATED DETAIL. STL. WHEN APPLIGABI.E) 4.2. BELOW HANDRAIL,RAIL ON ONE SIDE: 51.5" MIN. WITH NYC DEPARTMENT OF BUILDINC75 REGULATIONS J co 4.5. BELOW HANDRAIL,RAILS ON BOTH SIDES: 21" MIN. O AND REQUIREMENTS. � 5. HANDRAIL 1 S SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH FLIGHT OF STAIRS . BALCONY FRAMING: � MIN. (2) 2"x4" 5TRUGTURAL CONTAINING FOUR OR MORE RISERS,AND WHERE SHOWN ON PLANS. I. JOIEX.STS BALCONY FRAMED WITH CANTILEVERED FLOOR Q CV _ NEW I-HR FIRE RATED ® JOISTS BACK TO MAIN BEAM AS SHOWN PER PLAN. � WOOD FRAME (L.G. 5�'L. POST FOR 4 . G " WALLS 6UARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED WALKING SURFACES LOCATED MORE (MIN. (2) 2"xb" STRUCTURAL THAN 50" ABOVE FINISHED FLOOR OR 6RADE, 4 WHERE SHOWN ON PLANS. 5 EX. RAILING NOTE: .- WHEN APPLICABLE) 'i. 56" HIGH GUARDRAIL 4 SPINDLE SPACING NOT TO ALLOW PA55AGE OF A 4" 0 SPHERE;36" O I. 56" HIGH GUARDRAIL 4 SPINDLE 5PAGIN(5 NOT TO ALLOW POST FOR 6" WALLS), U.O.N. HIGH HANDRAIL. PA55A6E OF A 4" 0 SPHERE;56" HIGH HANDRAIL. NEW 2-HR. FIRE RATED a. 6RIPPABLE RAIL AS PER CODE. 2. 6RIPPABLE RAIL AS PER CODE. •�' z WOOD FRAME (L.G. 51'L. V NEW PLUMBING WALL q. RAILING TO BE WOOD WITH TURNBUCKLE TO MATCH EXISTING. 3. RAILIN6 TO BE WOOD O N Z 0 WHEN APPLICABLE) a •co U-) - X N 0 O O 4-+ � 0 m Zj CV Ocu Is-o to-o Q O a O W o � -�—� 4-J m + U EXIST. REAR PATIO ' — 468.0 SQ.FT. Q �0 n wm Q 20'-01, O 32'-2y2" 6'-3" 14'-2y2" IS'-O" D � _ 0 O_ L 12'-I jy2" I-7'-8" N r I6'-O" Uz X N VB1. J015T 5 DBL JOI5T N N FF EX. LANDING N - � � 4 � � EXIST. BALCONY Q Q 64.0 SOFT. p Q i - � EXIST. OUTDOOR " l I :00 I EXIST. p Q EXI5T. 0 ® p II I pi BEDROOM x BEDROOM ® �- EXIST. LIVING EXIST. DINING ? M in 176.4 SQ.FT. ® (V Q ® Z '¢ Q 242.3 SG2.FT. � ROOM ROOM �- W 1L III O w iL 316.0 SOOT. I015.6 SOFT. Q Imp N N4 N ry UQ� _ V I. I lu w lu W H EX. BEARING WALL _ "Ex•(2) EX. BEARING WALL (2) �' B 4 ' i � 2 x10 HDR EX. FLUSH BEAM 2 xl0„FAR 2 x10,HDR N m - - - Ex. (3) I'i5"x�25' 2-IE - WALLG LVL FLUSH BEAM PROJECT: N OPEN TO _ I IIX. 2XIO RIDGE = U i ® -- -=- _=-- ------__-- - _ � O p 0 - - - Ex. w12x30 - - - °� SFOG LIA I, i ABOVE - C DROPPED SEAM EX15T• EX. (2) L'T5 xq.25 M.IE RESIDENCE GARAGE `r I - - LVL FLUSH SEA - - EX. 2"x6" G.J. N O 462.8 SQ.FT. X Q II I I I p EXIST. _ _ Q w.l.c. ® EXIST. _NEW (3) 2"x6" 3480 OLE JULE LANE 67.3 5a.FT. BATHROOM POST. TO Ip) �� O NEW (5) 2 x6 O EXIST. p _ POST. TO �., u 916A SOFT. FOUNDATION - r UP OS _ iMATTITUCK NY 11952 WALL m ��/ - ® Q WALNDATION a { -- - F�,_ 5'-O" I I 3'-3" 4'-O" - — EXI5T. u EXIST, dJ NI I „ -� =Ex. 2"xb" R.R. -_ --� = BATHROOM 0 17a!e SaFT• ` _ _ p DRAWING TITLE: I ® I6 O.G. Q 2q.2 SQ.FT. _ X :L7 w ® I I _ v = m PROPOSED FIRST FLOOR 4 N UP I • O 1 j STAIR ry ri - ° � , 4 &SECOND FLOOR PLAN I A-401 � ® I 0' — -- --2'-4" m a O I O 4, " EX. 2"xl0" LEDGER 4" I'-"I" 6'-I" -�� ' I - — - r- ° = PAGE: -- �2 --- - II _ I-I Jy2 I6-O I-'ly2 3-4y2 I'-a I 3-O I �j/2 4-I I I I I I q-'1 5-Oy2 5-by2 6-O 13-5y } O p -- 2 o �o� WIK A-103m00 �I E3a 61!t o 5 COVERED e � PORCH �\ 418A SOFT. ® EX. (2) 2"xlo" P.T. DATE: 04/08/25 7 OF 13 j - - - - DROPPED BEAM- - - - - m$ 4 a FROFOSF-D SE00N7 FLOOR PLAN AS-SU I LT F I R5T FLOOR PLAN 03g41 U SCALE: 1/4" = I'-O" SCALE: 1/4" �rFOF NE`Nl O E N E A L S��5 O L <E"%r : FLOOR PLAN NOTES EXISTING STRUCTURAL MEMBERS NOTE: V.I.F. THAT ACTUAL CONDITIONS OF EXISTING STRUCTURAL STAIR Q RAILING NOTE: O NOT USED MEMBERS MATCH PLANS, INCLUDING SIZE,SPAN, SPAGIN6, 2 SPRINKLER NOTE: AND ORIENTATION. CONTACT ARCHITECT IMMEDIATELY IF NEW PARTIAL HEIGHT O SPRINK I. ALL NEW STAIRS SHALL HAVE MAX.6-1/4" RI $ MIN. 10" Tr -RISERS SHALL BE CLOSED O I. THIS PROJECT REQUIRES AUTOMATIC SPRINKLERS. . ANY EXISTING CONDITIONS DIFFER FROM WHAT 15 SHOWN - EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. STL. 2. 6REATE5T RI5ER HEIGHT IN A FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY 2. PROVIDE BAGKFLOW PREVENTER FOR SPRINKLER ON PLANS. a WHEN APPLICABLE) MORE THAN g". SYSTEM. THE BACKFLOW PREVENTION DEVICE MUST EXISTING TO REMAIN Q 5. HEADROOM IN STAIRWAYS SHALL BE AT LEAST V-6 EX. PORCH POSTS AND ROOF FRAMING THEN BE INSTALLED BY A LICENSED MASTER O 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: 5 PLUMBER (LMP) IN ACCORDANCE WITH THE W NEW WOOD FRAME (_.G. I. EX. 6'xb' PORCH POST AND ROOF FRAMING AS PER NEW FOUNDATION WALL 4.1. BETWEEN CLEAR HEI6HT $ HANDRAILS: 56" MIN, DEP-APPROVED PLANS. INSTALLATION MUST COMPLY Lu INDICATED DETAIL. cu STL. WHEN APPLICABLE) 4.2. BELOW HANDRAIL,RAIL ON ONE SIDE: 51.5" MIN. WITH NYC DEPARTMENT OF BUILDINGS REGULATIONS -! 4.5. BELOW HANDRAIL,RAILS ON BOTH SIDES: 2'1" MIN. O AND REOUIREMENTS. � 5. HANDRAIL5 SHALL BE PROVIDED ON NOT LE55 THAN ONE 5IDE OF EACH FLIGHT OF STAIRS 1. BALCONY FRAMING: MIN. (2) 2"x4" STRUCTURAL CONTAINING FOUR OR MORE RISERS,AND WHERE SHOWN ON PLANS. I. EX. BALCONY FRAMED WITH CANTILEVERED FLOOR Q _ N NEW I-HR FIRE RATED JOISTS BACK TO MAIN BEAM AS SHOWN PER PLAN. O POST FOR 4" WALLS 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED WALKING SURFACES LOCATED MORE C) WOOD FRAME (L.G. STL. THAN 50" ABOVE FINISHED FLOOR OR 6RADE, 4 WHERE SHOWN ON PLANS. EX. RAILING NOTE: WHEN APPLICABLE) (MIN. (2) 2 xb STRUCTURAL T 56" HIGH GUARDRAIL 4 SPINDLE SPAGIN6 NOT TO ALLOW PA55AGE OF A 4" m SPHERE;56" O 1. 56" HIGH GUARDRAIL 6 SPINDLE SPAGIN6 NOT TO ALLOW 0 POST FOR 6" WALL5), U.O.N. HIGH HANDRAIL. PASSAGE OF A 4" 0 SPHERE;56" HIGH HANDRAIL. - NEW 2-HP, FIRE RATI=D 6. 6RIPPABLE RAIL AS PER CODE. 2. 6RIPPABLE RAIL AS PER GORE. .;"' z WOOD FRAME (L.O. STL. NEW PLUMBING WALL et. RAILING TO BE WOOD WITH TURNBUCKLE TO MATCH EXISTING. I 1 5. RAILING TO BE WOOD 0 O N 0 WHEN APPLICABLE) 0- 'cu lf) � X � (V 0 O 4- 0 0mC9 c NO � c6 � a W U • - U D 4-J m U c L_ 0) Q • - am 4� F) D>-L D _ c�aiu 0 O — 81'-oy2° EXIST. 4 BALCONY Q - - - - - - - - --- -- ---- - - -- ------- --- 60.0 _EX. 2"xl0" R.R. EX. 2"xl0" R.R. O.G.- ® 16" O.G.- - ry / - - - - - - - - - - - - - - - - - - - - U - — — — --- I � � I U --_- -�- _ (� a V - LINE OF 6-0' - \_%I I (V - I i/ - Llt OF 6'-0' - N CLEAR CEILN6 HT ` ® aE,4R cau w i Z MODIFIED X ;> RECREATION .v;/ ( i w I i �`�_ ---- ------ —Jpa'�G � w I . _ W�E oF e'-0 . II 1 RIDi6E BEAM I_ - I' !1 LE�X I RIDGE BEAM - 3-8— -—-—-—- 13'-6----\ - ----EX. FLUSH BEAM -—-—-—-—- PROJECT: OPEN TO I / BELON = SFOGLIA CEILN6 Hr -C RESIDENCE CLEAR - - - 0 EXISTING ASPHALT ( - - ( " - - "'E�6'j I I �- - -��I6,- - 3480 OLE JULE LANE SHINGLE ROOFING X ® -_-_--- X ® ! r CLFARCEiLN6Ht To REMAIN 2.O �` MATTITUCK, NY 11952 DRAWING TITLE: EX. 2"xl0" R.R._ _—y EX. 2"xl0" R.R. / NEW T PROPOSED THIRD FLOOR 0 161, o.c. - - I j DN. m I & ROOF PLAN - - - - - - - - - - - - - - _- _ _--- ---- -"- �- - - - -- - - - - - - - - - L - - - - - - - - - - - - - - - 32'_2y2: PAGE: 4'-`j/2" 6_8A-104AB ■ ®® DATE: 04/08/25 8 OF 13 ED A r leas r e ( Jr AS-5U I LT ROOF PLAN FROFCSE17 TH I RrI ) FLOOR FLAN OF HE 4 50ALE: 1/4" = 1'-0" 50ALE: 1/4" = 1'-0" i ELEVATION •NOTES OEX15TIN0 ROOFING: I. EXI5TIN6 A5FHALT SHINGLE: ROOF TO REMAIN Q OEXISTING VINYL SIDING: O I. EXISTING VINYL SIDING TO REMAIN W cu OEXISTING BOARD AND BATTEN SIDING: EXIST. RIDGE HEIGHT - ----- - - - 3 I. EXISTING BOARD AND BATTEN SIDING TO REMAIN YELEV. +33.6' - - - _ ------------- O4 EXISTING OUTDOOR 5HOWE'.R TO REMAIN O EX. OL05ED F. GONG. 5TA'IR z 12 a C (V - Oi Lo O6 NEW WOOD FRAME STAIR AND FORCH / \\ 10 •� -n \ 2: O +�-+ CV �\ -c Opp •4-J C9 O EX. OOD FRAME BALCONY AND N RAILING m - -- j \\ C O Ln W Q Oa � O I i i \ Wnn ,, \ EXIST. THIRD FINISHED FL. j \ 4 I 2 v W 4 o0 -- 12 v VEXIST. 5EOOND FINISHED FL. ---- - -- _ ^----_- _ _-__^ _— _— _v -- — _ /r ELEV. +10.4' CL- - - --— - - --- - !n V JJ W ❑❑ 0 I E I 'LL====j='] E I EE 11, [:1 ELEV.+IRST S FINISHED FL. 1:1 L [El E El ■ El ❑ ELEV. +0.0' 6 NORTH ELEVATION (FRONT) SCALE: 1/4" = P-O" �E_XIST. RIDGE HEIGHT YELEV. +33b' --- Z UJI- L Li - - - -- / ❑ 10 _ / Q 0 PROJECT: i SFOGLIA I ❑ RESIDENCE 3 i ❑ EXIST. THIRD FINISHED FL. /' 3480 OLE JULE LANE ELEV. +19.4 MATTITUCK, NY 11952 - - DRAWING TITLE: 4 PROPOSED EXTERIOR ELEVATIONS ;mLj EXIST.W +1 5EOOND FINISHED FL. PAGE: ELEV 0.4'-- - - --- - - 2® 1■ ®® DATE: 04/08/25 9 OF 13 EXIST. FIRST FINI5HED FL. $ REpgR y ELEV. +1.8' - ✓ s ELEV. +0.0' 6 NA 1A NEST ELEVATION (R I O HT SE)1 E) IrsEW 50ALE: 1/4" = I'-O" ELEVATION NOTES OEX15TINO ROOFING: I. EXISTING A5FHALT 5HIN61-E ROOF TO REMAIN CL Q OEX15TINO VINYL SIDING: p I. EXI5TIN5 VINYL 51DIN6 TO REMAIN ui EXISTING BOARD AND BATTEN SIDING: /kEEXIST. RIDGE HE16HT J ca O3 YELEV. +33.6' --- - - - - M I. EXISTING BOARD AND BATTEN 51DIN6 TO REMAIN -- --- -- - --- - --- ------ - --- --- - j" ----- --....--- ----- - -- --- ---._... --- � Ln O4 EXISTING OUTDOOR 5HO114ER TO REMAIN O EX. OL05ED F. GONG. STAIR / w CO 12 p V) d- NEW WOOD FRAME STAIR AND PORCH / \,\ 10 O 2 x = N `cv / O p O 4- CD \ pm -+� (D O EX. WOOD FRAME BALCONY AND RAILING m / c J O Q O B 0 I \ VEXIST. THIRD FINISHED FL. / ELEV_+19.4' \ 1 1 C) ■ — D 4-J m Q . - --- C ) EXIS SECOND FINISHED FL. T. ■ - - �J J ELEV. +10.4' r W O i J il� EX15T. FIR5T_FINISHED FL. ELEV. +I b, ELEV. +0.0' 6 5 4 5OUTH ELEVATION (REAR) 50ALE: 1/4" = I'-O" .oLXISTV.. R3. HE IDGE IGHT ELE +36' --- - - - -- - - 12 10 a � o PROJECT: 3 SFOGLIA RESIDENCE EX15T. THIRD FINISHED FL. / 3480 0 LE J U LE LANE ELEV +19.4' \ MATTITUCK, NY 11952 2 DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS V ELEV. +10 'W4 FINISFIED FL. -� \ PAGE: A-202mOO DATE: 04/08/25 10 OF 13 4 EXIST. FIRST FINISHED FL. 5 EDgRC ds - cw OF NEW�i EA5T ELEVATION (LEFT 51 l)E) SCALE: 1/4" = 1'-0" BUILDING SECTION NOTES OEX. ROOFING NOTE (TYPJ: I. EX. ASPHALT ROOF SHINGLES. Q 2.ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM Q INSIDE FACE OF STUD WALL AND AT VALLEYS Lu 5.(1) LAYER OF 15# BUILDING FELT UNDERLAYMENT(OR W O EQUAL) FOR PITCHES OVER 4:12, AND (2) LAYERS FOR J PITCHES FROM 2:12 TO 4:12, OVER m 4.1/2" GDX PLYWOOD 5HEATHIN6 (BLOCK ALL SEAMS) 5. GAP SHINGLE OVER RIDGE d HIPS � Ln 6.RIDGE VENT 0') O EX. ROOF 4 CEILING CONSTRUCTION: O • ROOFING AS NOTED +� • 1/2" GDX PLYWD 5HEATHIN6 (5LOCKIN6 ® ALL PLYWD LO N z r- SEAMS) " O • R.R., G.J., 6 G.T. AS NOTED ON PLANS (® SPANS OVER C6 � "Y 8' INSTALL "X" BRIDGING ® CENTER OF SPAN,U.O.N.) 2 X N O 4- 1 EX. EXTERIOR WALL CON5TRUGTION (TYP.): ,� OO CO -Z � O • HOUSE MEMBRANE (SEE SIDING NOTE FOR SPEC.'S) UPON C N O N Ln • 1/2" GDX PLYWD. 5HEATHIN6 (5LOCKIN6 ® ALL PLYWV SEAMS) UPON Q ro- e2"x6" STUDS ® 16" O.G. W DBL. TOP PLATE • 5/8" GYPSUM 5D. WALL FINISH EX. SIDING NOTE: OI. EX. SIDING AS PER ELEVATIONS UPON 2."TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON 5.EXTERIOR WALL CONSTRUCTION AS NOTED SEPARATELY O5 EX, FLOOR CONSTRUCTION: I. 5/4" T a 6 GDX PLYWD. SUBFLOOR GLUED 4 SCREWED 4) 2. F.J. AS NOTED ON PLANS - AT SPANS OVER 5' INSTALL 'X' BRACE ® MIDSPAN U n1 . — W D W U Q . - 0 I EXIST. RIDGE_HEIGHT_ ELEV. +35.6' / 7 EX. R.R. EX. G.J. / i \ \ EX. G.J. � 3 m 4 / \ / Q PROPOSED REG \ \ EX. BA CONY� / AREA \ \ z \ W 5 � PROP. \ �EXIST. THIRD FIN15HED FL. STAIR \ V ELEV +1-1.4' EX. f=.J.r EX. F.J. Lii ir EX. BEDROOM 20 EX. STAIRWELL ————— EX. BALCONY 4 ————— PROJECT: ----- SFOGLIA __ ----- �c�,j _ RESIDENCE EXIST. SECOND FINI5HED FL. �ELEV +10.4'-- ----------L----- EX. F.J. E 3480 OLE JULE LANE MATTITUCK NY 11952 EX. LIVING ROOM EX. CL05ET EX. STAIR EX aJ DRAWING TITLE: COVERED PORCH BUILDING SECTIONS EX. 5 MASONRY EXIST. FIRST_FINISHED FL. LANDING ELEV. +I.B' T � EX. GRAWLSPAGE AS;"E EL'Ev. PAGE: - - - — - - - - - - - — - - - - - - - - - - A-30 =1,. 00 SECTION 1 -1/A-3O 1 DATE: 04/08/25 11 OF 13 SCALE: 114" = P-O" OF N 44 a Q 0 Lu Lu cc HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE J M SPECIFIED ON SIDE OF STAIR IN ACCORDANCE W MANU. 5PEC.'5; Q N PLANS AND NOT PROJEGTIN6 MORE THAN 4142" INTO � PITCHED METAL STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT O r- 0 4- JOIST HANGER BY = r- 0 'SIMPSON' OR EQUAL } C9 FINISHED FLOOR a C � 0 EXIST. EXTERIOR X N SHEATHING EXIST. SIDING MATERIAL 0 M -Z Q0 lY2" MIN. SPACE BETWEEN \ a-J 0 a--'WALL AND HANDRAIL \ f BUILDING PAPER b HOUSE WRAP c 0 I:; lf) TO FULLY OVERLAP FLASHING Q a Q 5/4" PINE RI5ER \ EXIST. STUD WALL GAP FOR DRAINAGE 5/4"xb" COMPOSITE 5%4" PINE TREAD STANDARDS FOR O RI FFABLE HAND RAIL DEGKIN6 (U.O.N. ON PLAN/ \ SCALE: NTS "Z" FLASHING SECTION/DETAILS) W \ — - W GROSS SECTION - - MIN. z HANDRAIL FLASHING I" ROUNDED NOSING CLEARANCE GIRGULAR NON-CIRCULAR DRIP EDGE P.T. DECK JOIST w/Y4" RADIUS = N COUNTER AS PER PLAN ...�J (NOT INCLUDED IN JOISTS AS PER PLAN FASTENED w/(2) FLASHING \ TREAD DIMENSION) 4"_(0 5/8" cp x 5" LONG HEAVY DUTY GAL. U �2�� 11 4 LAO BOLTS ® I6" O.G. INTO MUD SILL / ly4 _2 / PERI— / 214 RIM BD.;WHEN ® FOUND. WALL FASTEN METAL 6ALV. JOIST HANGER ^ ` MIN. METER MAX. w/ (2) 5/8"O x 5" LON6 APPROVED BY '51MP5ON' (OR EQUAL) ® w MASONRY ANCHORS ® Ib" O.G. EA. JOIST � M "Z" FLA5HIN6 . _— 1 1 1 � O \ l / EXIST. FOUNDATION WALL r -E- / U LEDOER OONNEOTI ON DETA I L (3) 2 xl2 STRINGERS ® w/R-21 A_4O1 INSULATION, IF UNDERSIDE 15 FACING m SCALE: I° = I'-O" STORAEE/NON-HABITAL SPACE \ -- � � � � ^` \ \ 0 STORAGE UNDER Y2" GYP. BD. \ WHEN AP'�L I GA�LBE) PROVIDE 3'-0" HIGH HANDRAILS AT 3-6 GUARDRAIL STAIRS w/FOUR OR MORE RISERS 0-0" MIN. PER CODE) -- (MAY OMIT 61JARDRAIL FOR \ PRE-FAB. RAILING w/REQUIREMENTS DECKS <50" ABOVE GRADE AS PER PLAN. RAIL SHALL HAVE \ CAPACITY TO RESIST 200 LBS OF \ LATERAL LOAD. MATERIALS SHALL \ BE ONE OF THE FOLLOWING: HOT.\ DIPPED 6ALV., EPDXY PAINTED 5TL., \I TREATED 2"xl2" SILL FOR CONTACT \\ EPDXY PAINTED WROUGHT IRON. w/GONG. (IF APPLICABLE) ATTACHMENT AS BEND REBAR \\ FINISHED FLOOR PER RAIL MANU. TO SLAB NOTE: ALL P. GONG. SHALL 4" P. GONG.SLAB w/ BE 4,000 PSI (MIN) �•ri�_ b"xb"-10/10 W.W.M.UPON -'°- -' - COMPACTED FILL (1) #4 REBAR I \\ \\ CONT. ® TOP #5 REBAR ® 56" O.G. GRADE COMPACTED 1 \/\ � NEN I NTER,I OR MOOD STD I R DETAIL 8" THK. P. �P1 • \/j// FILL -401.00 SCALE: 5/4" = I'-O" GONG. WALL II II \w�/\\//\ #5 BENT REBAR 1 J 1 - 0 \ z ® 56" O.G. Ij Iry •D \�/j\� (1) #4 REBAR lief O CONT. ® BOTTOM III \ \\\\\\ m IS WI F. CONG PT6. I J � (5) 05 HOR. c J REBAR • �• ° V TYP. ROOFING (SEE 3 SECTION NOTES) EXTERIOR MASONRY DECK DETA I L TYP. ROOF CON57RUOTION (SEE SECTION NOTES) N -40I OO ~ p�R PLP SCALE: 3/4" = I'-O" o 'SIMPSON' H2.5A p•5 RAFTER TIE RR' PROJECT: G.J. AS PER PLAN (WHEN APPLICABLE) G LIA I�IF-FINISH MASONRY USED (SUCH AS RESIDENCE NEW "SIMPSON" BLUESTONE) - MASON TO ADJUST LU526 GALVANIZED H6HT OF LANDING AS REOV TO 4" P.GONG. SLAB FA501A BOARD JOIST HANGER ACCOUNT FOR FINISH MASONRY I" UPON COMPACTED 2. ALL HORZ.SURFACES SHALL BE PITCHED (TYP.) FILL BEAM AS PER PLAN o 1:45 AWAY FROM BUILDING 3480 0 LE J U LE LANE 5. FOR SLABS ABUTTING FRAMING, INSTALL REBAR BENT TO MATTITUCK NY 11952 COPPER FLASHING FROM 12- ABOVE AND SLAB AS SHOWN �— —_�'�_—_ SIMPSON" PG64 IN ASPHALTIC MASTIC ADJACENT TO SLAB, BED ALL FLASHING �'{ \\�\\ \\\\�/` Z (FOR 5 PLY BM) ' / / "SIMPSON" 5052-2/4 . ° ��, \ �\\\\\\\\\\ =w DRAWING TITLE: (FOR 2 PLY BM) °a �� ` 6\ I'-6" DESIGN DETAILS PROP. P.T. BM. AS (1) #4 REBAR ® EA.NOTED ON PLANS I STEP;3' GVR ® ENDSj � • / / / / / / / / NEW SIMPSON 6ALV. AG4 POST GAP (OR EQUAL) NEW 4"x4" P.T. P05T 1011 MIN. ' \/\/\/ COMPACTED /\/\/\/ NEW SIMPSON 6ALV. ABA66Z - ����' \ \/%\\/j\\/ \ \ \ PAGE: POST BASE (OR EQUAL); FILL a ° i�''� \\ \ \\ \\ \\ \\ \\ \\ M NOTE: IF DISTANCE BETWEEN / #4 REBAR® 10 \/\/ /\/\/\ P.T. DECK JOISTS PER / DECK I$ GRADE PROHIBITS PLAN POST INSTALLATION, BM. MAY P.T. POST ASmoo " t- i'' /\ \ �0.G. (MIN. 5) /\//\// A-40m 2 x4" KEYWAY $ " " \\ \\ \\ \ \ \ \ \\ \\ \\ \\ \ \a /� ° SIMPSON H2.5A HURRICANE BE INSTALLED DIRECTLY PER PLAN %,� / / / / / / / / / / TIE (OR EQUAL) UPON 51MP50N ABUxxZ POST . y��� BASE (SIZED TO MATCH BM). / GRADE ii ii° !�'-// // // GRADE • ' �� ..a GRADE \\ \\ \\ \\ \\ \\ \\ \\ 12"(P '50NOTUBE' FILLED ' #4 REBAR CONT. / -v x i/\//\//\//\//\// NOTE: //\//\// ® 10 O.G. (MIN. 5) ; \/\�\ /\/\/\/\/\/\ ALL P. GONG. \/\/\/ DATE: 04 08 25 SOLID w/P. GONG. 19 11 \\ \,:'� \\ \\ \\ \\ \\ \\ SHALL BE \\ \\ / / 12 OF 13 (MIN. 4,000 P51) :' 'j1" I / // Q / / / / / / (1) #4 REBAR CONT. 1 /\/ v�\//\//\//\//\//\//\/ 4,000 P51 (MIN.) ° \\/ it l� P05T A #5 BENT REBAR ® 12" O.c. \ \//\//\//\//\//\//\//\//\//\/\/\/\/\ \ (2) #5 BENT REBAR POST SASE PER 1 1 \ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \ P05T SIZE Z (1) #4 REBAR CONT, I1 /// // // // // // // // // / o I1° \\/\\/\\/\\/\\/\\/\\/jl� \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ ED NEW 18 xI8 x12 DEEP 1 m P.T. DEGKIN6 Oi 5" THK. P. GONG. WALL \ \ \ \ \ \ \ \ \ \ \ \ \ h sW�, Cyr xxxxxx P. GONG. PAD FT6. •1 11 I . ', . NEW (2) #5 HOR. m 1 \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ ;h (MIN. 4,000 PSI) :��J LL j ,° REBAR UPON (2) #5 - IS" WIDE x 12" DEEP / / / / / / / / / / / / / / / / , HOR. REBAR (4 TOTAL) P. GONG. FT6. 1j� 9 \/\ \\ (2) #5 HOR. REBAR J \ \ \ \ \//\//\ \//\ \ \ \ m .. P.T. D.J. AS PER PLAN \ \\ \\ \\ \\ \ \ \ \ \ \ 3 3 a m-• \\//\\//\\//\\//\\//\\//\\//\\//\//\\// 2 EX. EXTERIOR MOOD DEOi< DETAIL OOV ERED FOROH DETAIL 4 NOT USED EXTERIOR MASONRY STAIR DETAIL ?�-401.00 SCALE: 3/4" = I'-O" A-401.00 SCALE: 5/4" = I'-O" A-401.00 SCALE: 5/4" = 1'-0" A-401.00 SCALE: 5/4" = P-O" a. a 0 w w J c) N O Lr) O O O O N z O 0 0— 'c� � � � C X N O O O : -c 0m4-J � N C O a � R -� 70 U • - (1) :3 4J m U 4" FRE5H AIR VENT i THROUGH ROOF I •!/1 VJ I n 1 I w IL I I � Q I I I I I 2„ ------------�-- FULL BATH FULL BATH I I I v I I I j ALL P NOTE:WORK ALL PLUMBING t 0 I 1 I 1 1 SHALL CONFORM TO IY FUEL GA5 WORK I I 2 1 2"1 0 �4 LOCAL PLUMBING CODE SHALL CONFORM 1 I I PROVIDE "ABE5C0 FF200 FR t I 1 EX. TO LOCAL I 12 1 2" I EXPANDING FOAM" (OR EQUAL) Itu I PLUMBING GORE 6 I 1 I AT ALL PENETRATIONS IN FIRE FUEL GAS 01,1� RATED WALL5 AND I p� 1 :3I v EGENDs_ wEX FLOORS/CEILINGS. PRODUCTI •U I PENETRATIONS: ISHOWER I- " CONFORMS TO A5TM E 514, I IU 9H WER I IryI jv m F-- N I X.TUB ASTM E 54, AND UL 14'19 W G ____ HOT WATER 5 cV :� cV I (V SUPPLY 1. FROVIDE "A5E5G0 FF200 FR 2 2 �I 1 �I EX.TUB - EXPANDING FOAM" (OR EQUAL) GOLD WATER AT ALL PENETRATIONS AT WALLS NOTE L.._.._.._.._.._.._r.._..J.._._..-.._.._..1..� SUPPLY AND FLOORS/CEILINGS. ALL PLUMBING WORK I 2.PRODUCT CONFORMS TO A5TM E _ 2 ------ __- ------ - SHALL CONFORM TO I I 814, A5TM E 54, AND UL 14'19 r T HALF BATH i I LOCAL PLUMBING CODE HALF BATH KITCHEN GARAGE I I PROVIDE "ABESCO FF200 FR KITCHEN GARAGE KITCHEN I I. EXPANDING FOAM" (OR EQUAL) I I j AT ALL PENETRATIONS IN FIRE RATED WALLS AND I 1 1 1 GLEAN OUT a0 1 1 FLOORS/GEILIN55. PRODUCT 12" i 2" AS REQ'D 0 CONFORMS TO A5TM E 514, 0 LL I I I A5TM E 54, AND UL 14'19 -� EX. I I g" 1 I EXIST. F.A.I. TO I EX. 1 I N I I I I REMAIN I Q I EX. I EX. I ; OUT SHOWER * s Z � rill II� EX. �j j� �1 j�� � ..� � Q � VENT Lu 2 I_ I_ EX. ryi jry W.G. m NI I� ivl I� EX. I j EXIST. 11 � RANS�E X EXIST. v DW _ _ py� BOILER I = I Iv w BOILER I I �I 1 I I 11 N m REGULATOR G.O. 3 �-' --- =------ ----- ---I---------- ---- ----------------� G.O. C.._.._ 1.._.._.._.._.._ .._.._.._...1.._.._.._.._.._.._.. .. . _.. F--� � G.O. SHOWER I 1 : - J SHOWER GAS SUPPLY o 4„ EXIST. WATER j 4" HOUSE TO EX SUPPLY SYSTEM J Q MAIN DRAIN G.O. DRYWI "-"-"J EX. STREET EX. GA5 0 w w j WATER MAIN w MAIN 4" TO EX. �.._. _.._..�+ PROJECT: 51r5TEM S FO G L I A U V V RESIDENCE 3480 OLE JULE LANE FL.UM51 N r7)RA I N / NA57E / VEN7 FL.UME31 NO R15ER - SUFFL Nr OAS RISER - SUFf=L.Y MATTITUCK, NY 11952 SCALE: NT5 SCALE: NT5 SCALE: NT5 DRAWING TITLE: PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: ti-10 Im 0 DATE: 04/08/25 13 OF 13 REp t ��