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HomeMy WebLinkAbout52332-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#: 52332 Date: 10/08/2025 Permission is hereby granted to: Yasmine R Legendre 11 Hillside Ave Port Washington, NY 11050 To: Construct a detached garage accessory to an existing single-family dwelling as per ZBA, DEC and Trustees approvals. Premises Located at: 4355 Aldrich Ext, Mattituck, NY 11952 SCTM# 112.4-13 Pursuant to application dated 10/02/2025 and approved by the Building Inspector. To expire on 10/08/2027. Contractors: Required Inspections: Fees: Accessory-New Structure $821.00 CO Accessory Structure $100.00 Total $921.00 Building Inspector Breit a TOWN OF SOUTHOLD—BUILDING DEPARTMENT _0959 `. 9 Southold NY 11971 �u Town Hall Annex 54375 Main Road P. O.Box 117 � q Telephone (631) 765-1802 Fax(631) 765-9502 Batt Ls:d�+ wwroa t " Date Received APPLICATION FOR BUILDING PF:PMIT For Office Use Only O� Buildinglnspe-__., �� .. PERMIT NO. APR 15 2025 Applications and forms must be filled out in their entirety..Incomplete lull g e eft applications will not be accepted. Where the Applicant is not the owner,an D �l a�u of trner"s Authorization form(Page )shall be completed. L Date: OWNER(S)OF PROPERTY: Name: Yasmine Legendre&Corey Worcester SCTM#1000- 112-1- 13 Project Address: 4355 Aldrich Lane Ext., Mattituck Phone#: 917-647-2326 Email: yriegendre@gmail.com Mailing Address: 11 Hillside Ave., Port Washington, NY 11050 CONTACT PERSON: Name: Lisa Poyer,Twin Forks Permits Mailing Address: 288 E. Montauk Highway, Hampton Bays, NY 11946 Phone#: 631-644-5998 T�Email: Iisa@twinforkspermits-corn DESIGN PROFESSIONAL INFORMATION: Name: Mark Schwartz&Associates Mailing Address: 28495 Main Road, PO Box 933, Cutchogue, NY 11935 Phone#: 631-734-4185 Tmail: mksarehitect@optoniine.net CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED C71teration UCTION t]New Structure ❑Addition ❑Re air De molition Estimated Cost of Project: p0'ter ? ❑Yes Will excess fill be remov ed from premises? ®Yes ❑No Will the lot be re-graded ®No 1 f PROPERTY INFORMATION Existi�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 this property? ❑Yes CXNo IF YES, PROVIDE A COPY. [� Check Box After,'Reading: The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable taws,Ordinances or Repletiom,for the construction of buUngs, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with al applicable laws,ordinances,building cede, In bulldln s for necessary hu ctiom.False statements made herein are Ices and rY Pe housing code and regulations and to admit authorized Impactors on preen 61) punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(print name): Yasmine Legendre ❑Authorized Agent MOwner Signature of Applicant: _ . Date: 11 STATE OF NEW YORK) SS: COUNTY OF 1 Yasmine Legendre being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the owner of the subject property (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 8IkMUEL aOLOMON P66if ,Sete of New York t o,4 �,+�8324 da of 20 20 Ra I' un y Notary ' ion F->��NoVeMW t , I I I "I-Y�OWNER AUTHORIZATION (Where the applicant is not the owner) 1, Yasmine Le endre residing at 11 Hillside Ave., Port"WIPWJshlin ton, NY 11050 do hereby authorize Lisa Poyer,Twin Forks Permits to apply on my behalf to the Town of Southold Building Department for approval as described herein. �2 2D-z Owne `s Signature Date Print Own6f s Name 2 Albert J. Kru ski Jr. 'S" S F011KNl WATER SUPERVISOR 1\\4A NA\G 1EMUENT l N SOUTHOLD TOWN HALL-P.O.Sox 1179 'p 53093 Main Road-SOUTHOLD,NEW YORK 11971 Town o wn of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) - - - - - - - - - — - - - — — - - — - - - - - — — - - - - - - APPLICANT: (Property Owner Design Professional, Agent, Contractor, Other) NAME: Date: t�+";�cu1C¢srrt � 11 Contact Information: IC-Marl 8 Telephoi:e Number) r , Pro erty Address / Location of Construction Site: 1/lfo,ec S.C.T.M. # 1000 District 3S �c L r AIV iL ot action Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEP, TIENT i � Area of Disturbance is less than I Acre. No S.P.D.E.S. Permit is Required ! Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Re tii, rsi " r °°" t ❑ - Area of Disturbance is Greater than I Acre &Storm-water Runoff Discharges Directly to Waters of the DIRECTLY From NtY Sf DEC. Prior to New York. H�dance of a Bui d LICANT MUST OBTAIN a S.P.D.E.S. Permit, ❑ - Area of Disturbance is Greater-than 1 Acre& Storm-water Runoff Flows Through Southold Town's MS4 Systems to Water of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit throu h the Southold Town Engineering De artment Prior to Issuance of a Building Permit, P0 Nb2' Reviewed Bv: Date: FORM = SMCP-TOS December 2024 r � ece v4 Ib b � )i Now York State IDeparimant ofriv mnmental Ccnsei, Division of Environmental Permits i Rm t2 t Sullidina 40 UNY b Stony i rook,Near YorkAM- 1179lK366 Telephone 444-0360 6311 4 44-0366 M Erin M.Crotty Commissioner LEMB F E3 Robert and Carol Rothbsrg September 6, 2002 55 West Hartsdale Avenue, Apt. H ' Hartsdale NY 10530 NYSDEC#1-473&00425/00003 Rothberg Property 4365 Aldrich Lane Extension Mattituck NY SCTM#1000-112-1-13 Dear Applicants: Based on the information you have submitted,the New York State Department of Environmental Conservation has determined that: The property landward of the top raphic crest of the bluff, labeled as the ed a of bluff on the survey prepared by Michael K.Wie on 8/12/02, is beyond the jurisdiction o Article 25 (Tidal Wetlands). Therefore, In accordance wlth the current Tidal Wetlands land Use Regulations(6 NYCRR Part 661)no permit Is re uirsd. Pisas�a be advlssd, however that no construction, mientation,,or +dlsturbance of stay knd may ply seaward of the tidal wetlands jurlsdictlonal boundary,as indicated above,wlthout a psrmlt. it rs your rssponsiblllty to ensure that all necessary recauons rbanoa to the groun surf are taken to prsvent an sedi er,�ation or other alteration or dlstu � r vegetation wi hthin Tidal /et�s iurisdiotlon which may result from ur aroect. Such precau I s may it lude maintaining adequate work area en the Vidal we d j risdlctional boundary and. gals project(i.e.a i 5 to 2V wide construction areal or erecting a temporary fence, barrier,or hay gals berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. 4Ve� truly yours, ,10 n A.Wieland Deputy Permit Administrator CC: Catherine Mesiano, Inc. BMHP File a a BOARD MEMBERS � rif Sol] Southold Town Hall Leslie Kanes Weisman, Chairperson W 53095 Main Road•P.O. Sox i 179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert,Jr. Office Location: Nicholas Planamento ' ' Town Annex/First Floor Margaret Steinbugler ` Cou 54375 Main Road(at Youngs Avenue) http://southoldtownny.gov ZONING BOARD OF APPEALS S E P 2 3 2025 TOWN OF SOUTHOLD 4e r k Tel. (631)765-1809 OU Itfl B 4 FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER 18,2025 ZBA FILE: #8036 NAME OF APPLICANT: Yasmine Legendre and Corey Worcester PROPERTY LOCATION: 4355 Aldrich Lane Ext., (Adj. to the Long Island Sound) Mattituck,NY SCTM: 1000-112-1-13 ;�� lam,LL- ..,h l l ,: 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. .L�l l'r 1.0 C;O 1J'f"'r'" A Wei, Q[i: 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 July 8, 2025 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. 1,WRP DI"I. ': 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 August 18, 2025. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department,as well as the records available, it is recommended that.the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FAurS/DIsSCRIPTl0 : The property is a conforming 178,082 square feet waterfront parcel located in an R-90 Zoning District. The property measures 200.01 feet fronting the Long Island Sound along the northerly property line, measures 890.06 feet along the easterly property line, measures 200.00 feet on the southerly property line, and measures 890.94 feet on the westerly property line. The property is improved with a two-story dwelling, an attached two-story garage, and a 12.3 ft. by 8.3 ft. shed, all is shown on a survey prepared by Martin Alexander Read, Licensed Land Surveyor, last revised July 28,2021. /h "IS .'PP ICA"1"I N: Request for a Variance from Article III, Section 280-15; and the Building Inspector's May 21,2025 Notice of Disapproval based on an application for a permit to construct a two story garage accessory to an existing single family dwelling; 1) located in other than the code permitted rear yard; located at: 4355 Aldrich Lane Ext.,(Adj. to the Long Island Sound)Mattituck,NY. SCTM No. 1000-112-1-13. RELIEF RJL: I Sj' I): The applicant requests a variance for the construction of an accessory 4-bay garage(storage for approximately 6 cars, including those placed on a `lift') with an attic storage area located in a side yard where code requires such accessory improvements to be located in a rear-yard location,or in the case of a waterfront parcel, such as the applicant's, in a front yard location provided the primary residential setback is met. Page 2, September 18,2025 #8036, Legendre SCTM No. 1000-112-1-13 1JQffl�. N/X *P FORM I ION" The applicant provided architectural plans labeled A-1, A-2, A-3a, AAa, , A-5, A-6,for the proposed accessory garage, prepared by Mark Kevin Schwartz, Registered Architect,June 16,2025 and a landscape plan named: OVERALL PLAN labeled LOOT, L002, L101 prepared by Gregory J. Marett, Registered Landscape Architect, dated June 2, 2025, The applicant owns a vacant residentially zoned lot bordering the westerly property line of the subject property, known as SCTM No. 1000-112-1-12.2. The subject parcel is the beneficiary of prior Board relief under application file#5706 dated July 8, 2005 and file #7966 dated December 23,2024. The applicant has an open building permit for the improvements granted in ZBA file#7966 for the additions and alterations granted in that decision,excluding an accessory garage in the side yard(subject of this application). While file#7966 granted the relief in,order to construct an accessory garage in a side yard,the applicant decided to increase the sic of the garage from two bays with a footprint of 864 square feet to four bays willti an increased footprint of 1,392 square feet and requested a de mi:nimus approval for the design alteration on March 4,2025. In a letter dated March 21,2025 the Board responded to this request with a denial. During the public hearing the applicant was asked to provide the Board with examples of prior relief granted similar to their request. On September 8, 2025 the applicant provided five examples, file #s: 7926, #7882, #7885, #7991 and 07890 of relief granted for accessory structures located in other than the permitted rear yard. No member of the public or an immediate neighbor spoke in favor of or against this application. I1 61 1 G" J1 i "' ac J1 MR GA I C—MN.: The Zoning Board of Appeals held a public hearing on this application on September 4,2025 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-b b 1 . Grant of the requested relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Aldrich Lane is a very narrow single-lane access road starting on County Road 48(AKA North Road)and terminating at the subject property located on Long,Island Sound. The subject lot cannot be seen from any other residential property because there are large distances from neighboring properties and will be additionally buffered from view by fencing and mature trees along the property lines, Accessory cus the side yard andsbe ausetorf the Southold Town and existing residence i appe to homes ars applicant's proposed garage is located' in ears to be in the compliant front yard. Passersby will not be able to distinguish the relief granted. 2. Town f. w. 2674) 3 b 2 . The benefit sought by the,applicant can be achieved by some method, feasible for the applicant to pursue,anther that)an area variance for the proposed accessory garage. It can be placed in a compliant front yard location as Town Code perm its accessory buildings and structures in front yard locations on waterfront properties, provided the structure meets the minimum principal residential setback requirement. However, the proposed location is the most convenient for the use of the existing driveway and for access to the subject dwelling. Although there is ample room to meet the principal front yard setback for the proposed accessory garage in the front yard, there are substantial slopes and terrain shifts that would require significant land disturbance„ along with the removal of numerous mature trees,potentially creating unnecessary water runoff issues. 3. Town Law `267-b 3 b 3 . The variances granted,herein is mathematically substantial,representing 100%relief from the code. however,a smaller garage was granted relief at this location under ZBA file#7966 on December 23, Page 3, September 18,2025 #8036, Legendre SCTM No. 1000-1 12-1-13 2024 and while the size has increased, the applicant remains under the maximum of 20% lot coverage and is not seeking other forms of variance relief beyond the side yard location previously granted. 4. Town .Law `2 "7-b 3 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 Town's Storm Water Management Code. 5. ."fown Lawv "267-1r 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 under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §26 -b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a four(4)bay accessory garage, 1392 square feet, with storage of approximately 6 cars and an attic, located in a side yard while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. w (J l Li lwtJ6 ll"' I ill: D(�A�IP: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Planamento, seconded by Member Acampora, and duly carried,to GRANT the variance as applied for, and shown on Architectural Plans labeled A-1, A-2, A-3a, A-4a, , A-5, A-6 prepared by Mark Kevin Schwartz, Registered Architect, June 16, 2025 and a Landscape Plan (showing site data) titled:OVERALL PLAN,labeled L001,L002,L 101,prepared by Gregory J.Marett,Registered Landscape Architect, dated June 2, 2025. rUB "1 O THE I�OLLfJ'"Vli"INC: C:O NDITION& e subject garage is to remain a non-habitable structure and may only contain basic electrical and plumbing.ull down-type access stair is permitted to access the attic storage area_val shall not be 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 dinsi n that is d mininyly in ure r art alteration that sloe not increase the de ree r� rrr�r�c°rarz rrrr rovided d��rninintis retie is rer uesterd within one near o the date 2 t "s =cisiorr. Ant,tirrte rt ter one ggar h oard ma,require a neap rr icrtticrre. F.,HPO1 TANT LUNUTS ON THE APPROVA1" S GRANTED HEREIN Flea a Bead 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 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/orsurvey 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 Page 4,September 18,2025 #8036,Legendre SCTM No. 1000-112-1-13 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. "I"IME 1111VI ITS QN`I'II IS 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 PROPER'ry OWNER'S RESPONSIBILITY TO ENS'tSlt,E CO 'IPLIAN.CE W11"li 11-'E CODE REQUIRED TIME FRAME DESCRIBED HE'REIN.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 Planamento(Vice Chair),Acampora,Lehnert,and Steinbugler.(4-0) N' �Pac as nrtar� e�rtaa, Vice Chair A ro ed for filing / /2025 V J r I REVISIONS: d SITE DATA PROPERTY AREA: LOT 12.2 44,800 SF 1.0284 ac LOT 13 178,082 SF 4.0882 ac LANDWARD OF BLUFF: 133,462 SF 3.06 ac zolvc; (LOT 13) (BUILDABLE) ESIMATED DISTURBANCE: 6,400 SF \ �8 70 � APPARE \� CO EXISTING: AREA: LOT COVERAGE: S� 0 ,vT�1G�I So / �/8,0 �C �s'� HOUSE: 3,512.7 SF '7 �jq rFR /�I 4'��O AppARFNrHi ��D SO PORCHES: 403,5 SF N ?OD Cf,V�S/2��2 N ��g� 'S��<C N °CNWgrfRUN�s �_ `D BALCONIES: 131.8 SF O' 231 O 02� ^ 1Q 23T �2p/?02 REAR DECK: 1,808.0 SF 0�� \ Opt QQJ' POOL: 433.9 SF SPA: 58.0 SF O.D.SHOWER 32.0\ \, S SI)VD 2Q0 COVERED WALKWAY: 957.2 F Q�: TOTAL: 7,337.1 SF 5.5% vD O.O,1 -EOM Op BL1F PROPOSED: AREA: LOT COVERAGE: DETATICHED GARAGE: 1,392.0 SF 1.0% COMBINED TOTAL: 8,729,1 SF 6.5% _ �T 1'Ol4 OF BLUFF ' o \ / ' ke 'pV fR �p 1 SCTM#1000-112-12.2&13 ZONE R80 METES AND BOUNDS: W PINNACLE LAND SURVEYORS / e SURVEYED,:MAY 20,2021 IF O :�= •___ i8'0"MAX. C.to \./ C. p0\ V W M GRADE m !� j `V� rr�^•�,.� ...�'•t-� ,, r ',•..,, 1 i�.L,,`•` ( 1 /�/ / �( _6"MIN, ry DECK pc;'45TAL CfE `HpTp NoO�W AOU O""111RD :d W IOF 49 EX2SfORYHOUSE 'W�?� B3SHEE� PERSPECTIVE VIEW . ( f SILT FEN[ItIG�4 ZEN DECK POOL R / t 36 MINIMUM 2 x 2 L, / �. ._z} i'=�_. ?:^ '"•-}"} ?`1� ,t GARDEN Ho ❑ DECK FENCE POST ;�:,r J, IDWI 13EI" SE ' - •a :I"'1'ISE pF as aa" 11- �iaaf+.• Mtrtr 1a: 3SL',"i:ISS-t8&13:E:13SI:Ey8'Ii8.1381.1�1:18E 3 1 TO I �...._:...a.:...: .. O.D. "`-r' $ \_4 d �� 1'`',' _`• -�r � �' �'`I. f 26.0, Y � ` •-PORCH-• SHWR P FCONCRETE WOVEN WIRE FENCE ;WASHOUT (6 x 6 - 10/10 WWF) . PROP. r I STY. -'TOP` 1.6, Z GARAGE 1`SOIL. FILTER CLOTH OQl L DW 1 - s N 01 b� "`,� �,�.'._ GRAVEL LOPE O M (� ,_. DRIVEWAY r-r W G:_ _,SILT FENCING{ .� •••, z EMBED FILTER CLOTH �F O W O / A. MIN. 6 INTO GROUND �Ml Z DECK DEP C ED ON Sl N HA ARD1 ti,. �`. M ,�/� '®� r �,.- ..� NOTE: E..� ��.1 rl,�l, MAXIMUM DRAINAGE AREA ;>~ U t HO MAPTOWNASTA, EROSIp EAS N O 2A 1/2 ACRE / 100 LINEAR FEET u:c, rO o.59-5?9 83 S U�OOF HA ARD �l � j/ �V } E I EX. 2 STORY HOUSE �� _L U Q SILT FENCING_] __- �-.� � SECTION DETAIL DECK POOL f ,.'� SILT FENCE DETAILS O ZEN " _ ,. .' GARDEN 'S DECK HO O /, I - _�., . .-_.- .�'�•�•�t•-ter••- ------ - O i d 1 DWI :IAA.; ;_;..,. ,-:.;-,:• '�.�.:� i.,...�.s. .s. ........::'.,.�-�..�. 11 i\';' ,;yI,. \ �� �'i.i�-0• i++.i..,--,F.H.}.f.}.y.__1-�h+F.i•-0i.-0+-i-•h•++�i•i.{...j.,FF+•++•r-t-hP-9-.•i ^�V . p , ' 1,,,�„J \ C• -'s �y.i`' F \ .i. 4.+1.....+..ttrE. a... .I,.........i........ .i �\ s �:iY+ :`:._:+''�':'o-_•._::'li:�a:i ::fi t fa:$4.1•:.,•:•:•;•; -sr •i O.D. \ .�.:.-. r-,6,3t� l 26.0' / PORCH_ SHWR 1 CONCRETE 1 A STORM WATER MANAGEMENT DETAILS WASHOUT „l PROP- \ / 1 1 L, t t! SF 100%RUNOFF AT DRYWELL DRYWELL m M 2"RAIN PER HOUR PROVIDE: CAPACITY: L� 7.6 NEW OOFLOCATIO AREA: 1623 SF 271 CIF n✓''f (u �1 S - TOP j-6 \ \ 1 (2)8'dia.,4'deep 338 CF(169 CF ea) O M GARAGE " I\ sole /I 4 t .u_ 1 ` ,/ o x 1 \ o � vas �� 4.0' 2.0' 1 G m /tr 11 �J SINGLE BEAD HALF ROUND GUTTER 75 f�J .may 0� N .'- \^.� O• � IDWi o o r... �. -.,� ``. .,1 \Q1 ,I -,'.,.• STANDARD 5" ca y \ IL N N ' 1""' NOTES: 26.0' J GRAVEL f� ., ,\ j..r•.. 1).EXECUTION: o44 u �y/ \ A),DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. ,.L�y '' co - -� -, -- ' --- --- DRIVEWAY - ��->r�,.: 1�+ -�. I;. 1 CC)) �. (11� '�, � f] \�1 ..,.•,,ri 2).PREPARATION: �>.I •�' � aG LT FENCING l ; S ��r? 1�\ A).CLEANSURFACETHOROUGHLYPRIORTOINSTALILATION. `- r1 �'� ? r \ �f ' B).PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR LS j U 00 r{ ,S L I \Q 1 '`L / ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. C7N Cn 1" 1 \ 1 Q.PAINT CONCEALED METAL SURFACES AND SURFACES 1N CONTACT WITH DISSIMILAR •cN TECTIVE BACKING t �{I \ `I - A).PERFOMETRM WORK N YVITH OACCO ACCORDANCE WRMAWA HANDBOOK AND THE DRAWINGS. )'K '"`1 - `` !+ ,,.,``'-�✓ 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"'TO 2"FOR EVERY 40'OF RUN. r "l..,M 1;.,.�-. Ise ` y i•�, .�1 tt y`� rJ ;� \ \\ ^ \' 3.INSTALLATION: \ - 2).SHEET METAL JOIN LENGTHS WITH WATERTIGIHT JOINTS.a).COPPER/LEAD;FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND 1$ ACCESSORIES. 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL 0).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT CONNECTORS. f` (y,xI CONNECTION WATERTIGHT, n f 1 1 DRY WELLS TO BE 10'MIN. 4)PROTECTION:A t. ) ? AWAY FROM HOUSE ) ,5 � ,S �� .,r,f� ��`�`tµ' - �" �� PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. CJ� B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODU-75 BEFORE SUBSTANTIAL W � COMPLERON. 1 s J ,: . .. I I r Oo 0-0 o '. r y � r / ! f 1" PROPOSED SITE PLAN SCALE: 1" = 50'-0" PARTIAL SITE PLAN �f �_,, � , � �. ,� ,.;��=-;,. co �, SCALE: 1" = 301-0n .�r 0°0 _; ; .� SQ 8T QQn f���`���25'R/ APRON ;. �, ! 3 :..il/\r =`; '; op!. S. 08, 200 OQf s DRAWN: MH/MS t SCALE: 0 . t.' a JOB#: SHEET NUMBER: kkC• S- 1 .,. REVISIONS: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N W_ N - L� Q W O a PROPOSED EAST ELEVATION SCALE: 1/4" = V-0" W v� o O W � w � � 3 W � z a � U � W Q p � � M M N , M m u O - - I I I I oo -- - -�- _ _ -- C31, iv 4 in N G v I- - - 71 - ( I L-1 W T H ,I u o T N PROPOSED NORTH ELEVATION SCALE: 1/4 - 1 -0 �A DRAWN: MH/MS SCALE: JOB#: 9/30/2025 SHEET NUMBER: �4 PAZ ,dr�.w..w�yw.r!• �, V REVISIONS: TY N w - I i - - r]T�vj I i - - - O I L1Y-4LTY(Y.Flllly-lLA 1 1 1 1 1 1 1 1 1 1 lO'r//i W PROPOSED WEST ELEVATION SCALE: 1/4" = 1'-0" W v� o O w o � w 3 zw H a � w U aA Otn to M d' O m �i ° m M v U t\ — V O m +V+ � c "� ° p � "au & rn U r+ �n 00IL �0! I � W ul O d � - N PROPOSED SOUTH ELEVATION SCALE: 1/4" = 1'-0" DRAWN; MH/MS T a ' SCALE: JOB#; ,,Vwxt b+ " 9/30/2025 �. SIIEETNUMBER: REVISIONS: U 26'-0" 4'-1011 16-4" I F 4'-1011 -= ----------------------------------------------------------------------------- • o o < I' 'I rp�---- •- - ----------------------------------- t/� - -----------------, . 1 1 1 Q I w• • R 1 I 1 + I ♦� •{ I I W , � • I f a f a 1 I r� I V I • 4 • 4 I I V 1. "I • I I I :STONE PAVERS OVER 4"CONC.SLAB w/I ' 10/106X6WMM' ° ' 2'X2'Xl'3500psi CONCRETE FOOTING I I REINFORCE w/(2)#5 REBAR EACH WAY Q� VERIFY LOCATIONS WITH SUPPLIER/INSTALLERID GARAGE LIVING,STEVE ANDERSEN 4X4 ACQ POST PH.(347)703-0119 OFFICE:516-842-7243 ^ w/10"dia.CONC. ;: ,'..4'-0" c EMAIL-SANDERSON@GARAGELIVING.COM F�T—•I PIER T BELOW Q WEB-https://www.garagellving.com/f/Iongisiand GRADE 3-6 • �/ • . •' :d V I I I v� O i i'• POTTING ° K00» I I O in r.l. SHED "' ' • Q • Q I I + I I I 1 I I I I I ♦ I .d ___________ -_--_., C I I I 0 I Q I Q I I I CAI I I I I I I I I I I I I I • I I I I I I I I I I I I • I I I I I I I I • I I I I Q I I I I I I I I Q I I I rT, 1 I I I w 1 • I I I r^ O I I I I I • I I I O 1 4 I I I I 1 I I O O O • I ` O O 1 • I I I N p. PITCH SLAB 1/8":12" N00a. ' (THROUGHOUT) rTl Q 1 Q I I I I • I I 1 `/1 r `/ I I I I O I + I I I 1 Q I I I I 1 I I I Q I I I I I I I ♦ ' ' 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi.TOP OF WALL TO BE 1 I TYPICAL 8"ABOVE FINISH GRADE. I • I I . 1 " 2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY IN FOOTING. I I I I FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON oa , v ,o o UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). ----'----- 3).VERIFY WITH OWNER IF BASEMENT SLAB IS TO HAVE RADIANT HEAT AND cmn �, o EPDXY COAT. rn °' ,`�.., ° ~•: V •: a 4).FOUNDATION SLAB TO BE REINFORCED WITH 10/10 6X6 WMM,4"THICK, Poo m o • ; • • 4 ; ; 3000psi CONCRETE ON COMPACTED FILL.INSTALL 1/2"EXPANSION JOINT �'P, ' MATERIAL WHERE SLAB MEETS ADJOINING WALLS.CONTROL JOINTS SHOULD p x BE NO LESS THAN ONE-FOURTH THE THICKNESS OF THE SLAB IN DEPTH. W MAXIMUM JOINT SPACING SHOULD EQUAL SLAB WIDTH.MAXIMUM JOINT Lo I I I I • ' 2'X2'X1'3500psi CONCRETE FOOTING o 0 I SPACING FOR 4-INCH THICK SLAB IS TO BE NO MORE THAN 16 FEET. REINFORCE w/(2)#5 REBAR EACH WAY 0 �! N VERIFY LOCATIONS WITH SUPPLIER/INSTALLER - d+ o 0 5).PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATES u cn I I GARAGE LIVING,STEVE ANDERSEN ' I N e , o� (V TO BE INSTALLED OVER SILL SEAL AND COP-R-TEX TERMITE SHIELD. y Q PH. (347)703-0119 OFFICE:516-842 7243 Lo U EMAIL-SANDERSON@GARAGELIVING.COM a` I • I I 6).PROVIDE 5/8"DIA.ANCHOR BOLTS AT T-0"O.C.AND W/l 1'4'OF CORNERS, �' ° U) I ° I WEB-https://www.garageliving.com/f/longisland INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A N G 1 I 1 I MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO o W BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. I I I I ° 4.• 4• R 7).CAR LIFTS TO BE PROVIDED AND INSTALLED BY GARAGE LIVING SUFFOLK • N +► COUNTY,1-844-927-4285,longisland@garageliving.com.GENERAL CONTRACTOR �� ------ ---'a- --------- ----------•-:-----v---- --- - ----- ---------- D TO COORDINATE AND VERIFY ALL DETAILS,FOR SPECIFIC VEHICLES TO BE STORED, - a v •o • v a v '. e -4 v . . v a v •a v '. . IN ADDITION WITH SPECIFICATIONS WITH FOOTINGS FOR ALL LIFTS PRIOR TO CONSTRUCTION.STYLE,OPTIONS,etc TO BE CONFIRMED WITH OWNER. --------- ------------- ------------------------------------------------- V 4'-011 26'-0" 2'-011 0 10 En 32'-0" 70, N U � x PARTIAL FOUNDATION PLAN SCALE: 1/4" = V-0" • ` �r' '�,�1 DRAWN: MH/MS '! *F SCALE: t F JOB#: - . 9/30/2025 4 SHEET NUMBER: 3 REVISIONS: / 1 ( 2X6 FWG16080-4 SAAS 3)2X6 (3)1-3/4X14 ML HEADER OST 1 FRi O 10, ALL HT => WALL 3)2X6\\ ST 0 Q I P G') LE T ` I BLE Cie J a N _0! 'CATHEDRAL C I ING, '7 � , I r \ 16'-81/s"±AT PE / X / 3'-6" � ' rn I , 0 1 0 5X5X1/4 , `\_5X5X1/4 (3 6 / �. O =q'_0" TUBE STEEL -TUBE STEEL OST in iv COLUMN T-6'/z" I ` �� COW 2'-�n ► `y 2X6 WAA OVER GIRDER.FRAME TO RAFTERS_ / - - (3)1-3/4X18 ML w/(2)'3/4"STEEL(ALTERNATIVE W16X57)2X6 PLAT ABOVE /•� 10'-8"WALL HT � 10'-8"WALL HT ( 1 OVER PC WALL I ' _ _ \PC WALL 5-1 5,114ARALLAM / - 1.8e OST 9 ; 0-length of Runways 170" (14'2") 170" (14' 2") 4.1 Locking Positions 12 12 R R Lock Spacing 5 Y" 5 X" / I a \ I iRino Tin+o I Inrlor I and SS car SS ceC 1 J - - W w r-. 'r w S 1 O O I 3oxsa I I ` �� _ - - LL A _Q I 1 _1 'Cl'� PUDO '-- _ \ 1 co 'V• I STAIR I O V• ' W rl N F. N I �I 1 O J LL (2)14"ML / In v Fy Z-- r _I = m ' 1, SEE PLANS FOR WALL HEIGHTS(VARIES). `) `' O ' _ PROlECT10N F- \ ^ ....E - • SLO I I CE O ,^ °D 2. EXTERIOR WALLS TO BE FRAMED WITH 2X6 OF#2 STUDS AT 16"O.C. i� Z FRAME 2X6 WALLS OVER GIRDERS(SEE SECTION A) :�;r, Z 3. EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. t 4 Post Car Lift 19,000lbs O C) • ; \ / 4. INSTALL 18"R&R RED CEDAR SHINGLE SIDING TO MATCH HOUSE OVER - -�..__: � W VENTGRID 12 CEDAIR MAT CEDAR BREATHER OVER 15#FELT UNDERLAYMENT a - / USING STATINLESS STEEL,TYPE 316 FASTENERS. \ W 5. ALL HEADERS AS NOTED ON PLANS.2X DF#2 HEADERS TO BE SUPPORTED Why Are Wildfire Lifts Arguably I a ' / I WITH DBL JACK STUDS.ALL LAMINATED HEADERS TO HAVE TRIPPLE JACK >J l \ STUDS UNLESS OTHERWISE NOTED,SEE PLANS FOR STEEL POSTS AND The Safest Highest Quality 4 Post ° = U PARALAM POSTS. -1/4X5-1/ ARALLAM l A 6. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS Car Lifts On The Market? i `/ a to""WALL 1, e POST F 10'OC AND INTERSECTING WALLS,LOAD-BEARING WALLS PER .. Q 10'•8"WALL HT (3)2X8 HDR OVER PC WALL (MAX, ) We offer you a new style Of 4 post OVER PC WALL _ (_3)1-3/4_X18 ML w_/(2)3/4"STEEL(ALTERNATIVE W16X57)2X6 PLAT ABOVE CODE. y p t car lift that is hands down one of the safest lift you can buy.We can offer this as this lift I » t" O � I TW26310 2X6 WALL OVER GIRD R.FRAME TO RAFTERS - �_ 7. ALL EXTERIOR OPENINGS TO MEET DESIGN-PRESSURE REQUIREMENTS AND . 2t.011 \ REQUIRED STAPPING AND INSTALLED PER MANUFACTURE INSTUCTIONS. series utilizes a ground up re-engineering of what a car lift has been 4'-O" SX5X1/4 - Xl/4 PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING HARDWARE UNLESS for the last 25+years.Some of the best structural engineers 1 TUBE STEEL I // TUBE STEEL (3)2X6 OPENINGS HAVE IMPACT GLAZING. i c COLUMN , r COLUMN POST \ - around designed this new style of lift with a wraparound sliding p 1 0 8. ALL SPACED MULLS,VERTICAL OR HORIZONTAL,TO BE PROVIDED WITH post locking mechanism.This has allowed the new design 2-2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. to achieve a superior level of safety by eliminating almost all the p 9. SEE ENERGY CERTIFICATE IN PLANS FOR REQUIRED INSULATION. wobble,sway and drastically decreasing the possibility of structural - ' 10. ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"TYPE-X FIRE RATED lock failure that can be more typical of a c-channel style lift(direct ., a CATHEDRAL CEILING Q _ 16'-81/z"±AT PEAK I RR o o SHEETROCK.GIRDERS TO HAVE 2 PLYS ADDED.TAPE,SPACKE,PRIME,AND PAINT. lift,challenger lifts,bendpak,etc..)This design eliminates almost o iv X 00 \ I 7Y o, i� a!I chance of structure!lock failure by utilizing around post sliders N N , M 1 X / (see pictures).Not only does this add safety,stability and comfortON but also gives a more aesthetically robust look and fee(to r x i Ln v compliment your garage and space. :'. w as r� o (3)2X6 1__7 Now,we know you can certainly find lifts for a cheaper rice,the '' '"C' _ p"Y Y p P Y " . w ,.. Ln W PO areal!over,but these products are so inferior to what we offer you . �`" "` ' v +� (3 2X8 HDR (3)2X8 HDR ALL i are certain to run into"you get what you pay for".As true Car -�"I enthusiasts we offer a product that is designed to last the entirety a ,.. "R 1 �w Ilt a 1 4 � � y L� rri of our car collecting days,working just as good on day 1 as it does '°"" — }. 5 TW26310-2 TW26310-2 Y a d g 1 g Y f "^�.,, y ,- ', e Ln U rai - HOSE ears and ears from now. , I ` . rn to00 4-6 4-6 a . . CA C v We are not the biggest car lift company on the market but we are r, ° W 26-0 certainly the most devoted.As true car guys we have spent �+ countless hours and funds to offer a product we know other car FEATURES enthusiast,you,will love! • Free standing or bolted to the ground if you're looking to clear space,add another car to the collection, • Boxed 5"X 5"Steel Columns W another tool to your shop/garage or if you're simply done working . 12"x 12"baseplates,5/8"thick FLOOR AN on your bark,you have come to the right company. U • '/."thick safety locks U ' ' 11 Included Accessories: • Secondary"cable slack"locks O SCALE: 1/4 1 -0 Boxed Runways for added strength • Full Caster Kit(Easy pin on/off) • Cable Keepers � • Polyethylene drip trays . Flow Restrictor directly on hydraulic ram N • Roiling Jack Tray w/tension locks . 15,000lbs pre stretched cables • Approach Ramps • Tire Stops d • 5 year warranty U PO Box 1499, Maple Grove, MN 55311 J 763.445.9143 1 www.wildfirelifts.com 94 © 2023 Wildfire Lifts.All Rights Reserved 1 AR *cam " �,(► DRAWN: MH/MS SCALE: •• ". �p JOB#: 9/30/2025 SHEET NUMBER: sdr REVISIONS: USE 18"CERTI-LABEL 5/8"PRESSURE TREATED RED CEDAR SHINGLES 5-1/2"-7.1/2"MAX.EXPOSURE(VIF w/PITCH AND MFGR INSTRUCTIONS).INSTALL WITH ONLY"TYPE 316"STAINLESS STEEL FASTENERS.DOUBLE UP FIRST COURSE OF CEDAR SHAKES SHINGLES TO OVERHANG 1-1/2"PAST FASCIA(TYP.) U VENTGRIDI2,CedAir-MaT,CEDAR BREATHER OR APPROVED ROOF VENTILATION TO TACKED OR NAILED IN PLACE EVERY 3 SQUARE FEET PER MFGR. ROOF RAFTERS 30#ROOF FELT UNDERLAYMENT/ (SEE PLAN) ICE&WATER BARRIER TO OVERLAP 1/2"BEYOND ROOF DECK 3/4"CDX PLYWOOD SHEATHING(TYP.) _ 16"OH(TYP) r — — — — — — — — — — — — — — — — -- — 1 r - - - - - - - - - - - - - - - - - A I 5-1/4X5-1/4 1.8e I J USE 18"CERTIGRADE No.1 R&R RED CEDAR SHINGLES I J PARALLAM COLUMN I I MATCH HOUSE GUTTER STYLE (VERIFY FINISHED COLOR OR CLEAR COAT WITH OWNER) DOWN SPOUTS TO BE INSTALLED OVER 7"MAX.EXPOSURE(VIF w/PITCH AND MFGR INSTRUCTIONS) I J VINYL 1X8 FASCIA BOARD OR EQUAL 16"OH INSTALL WITH ONLY"TYPE 316"STAINLESS STEEL FASTENERS J DOUBLE UP FIRST COURSE OF CEDAR SHAKES �T1(TYPICAL) F.L.I R&Rs TO BE APPLIED 1/2"LOWER THAN STARTER COURSE(TYP.) I V I J INSTALL OVER VENTGRID,CEDAR BREATHER OR APPROVED EQUAL, WITH MIN.15#FELT UNDERLAYMENT,5/8"CDX SHEATHING O 2 I cY 2X10 RR 016"OC I I 12 v I I O II IJ \ II a J 32]-0�= I I CEDAR ROOFING AND SIDING TO BE INSTALLED PER MFGR INSTRUCTIONS r r — — — 1I I I I I I I I I 5-1/05-1/4 1.8e I I PARALLAM COLUMN (SEE SECTIONS)RAFTERS FRA E OVER PLATE FOR MAIN ROOF, BUILT WALL UP TO R 3OF AT FLANKER ROOF ? lze)- p o t!1 0 O ( VER GIRDER OW) 12 N W O 0 10 (� O It W o PULL DOWN STAIR CNN - LOCATION(VIF) U — — — — — — — — — — — — — — — — -- — — — — — — �_ N v � i Lu H _ —� O W O J N NNo (3)1-3/4X16 MLFttyE w 10 1 Q"STEEL PLATE(ALT":W16X36 STEEL BEAM�2 C N V �- L:: - \ - - - - - - - - - - - - -= X - M In Ga 0 2 2. _ 2. 0 1O Ce ori fV o N 4'h L x O ® ® 0 121 ® (9 O O 2" • • • a N 2" (OVER GIRDER BELOW) 11� 2�12J P p� � �, o. ® O � ® • e e co FASTENER TYPE: SPACING: c Ln i lL.• No.6 WOOD-SCREW iiOrr OB211,EMBEDMENEO ANCHORT LE GTH ITH16 OC O P-I O E SECTIONS) RAFTERS FRAME OVER PLATE FORM IN ROOF.BUILT WALL UP TO ROOF AT FLANKERI. F eeD No.10 WOOD-SCREWS 9 BASED ANCHOR WITH 16"OC 5.1/4X5-1/4 I"Be 21n.EMBEDMENT LENGTH �+ n (TYP) 1 `� v oo 16 HPARALLAM COLUMN I I BASED ANCHOR 16"oc04 Pr LAGSCREW 21n.EMBEDMENT LENGTH O ® • ee � 3/4"APA PLYWOOD N I I 1/2"APA RATED SHEATHING SHEATHING r 1 m (-j Q) 32-0 GRADE PLYWOOD •® V � M (ALTERNATIVIVE:7/16.O.S.B.) • CO w J 1 I J 1/2"APA RATED SHEATHING N Ci 1 12 J GRADE PLYWOOD ® 0 w 3 6 1 (ALTERNATIVIVE:7/16"O.S.B. 1 O FASTENER TYPE: SPACING: 2X4 DF#2 I I v 1 1 1 No.B WOOD-SCREW STUDS BASED BEDMENT LENGTH ANCHOR 10"OC ® ® ® • M I 1 WINDOW SILL No.10 WOOD-SCREWS cc [ ] N 1 I TYPICAL WINDOW OPENING BASED ANCHOR WITH 12"DC Lf^j PANEL SPAN EQUAL OR SMALLER tin.EMBEDMENT LENGTH 1 i 2 X10 RR(G716"OC i I THAN 4 FEET 1B/4m da LAGSCRTW 16"oc V 1 1 Zln.EMBEDMENT LENGTH 5-1/4X5-1/4 1.8e 1 I I PARALLAM COLUMN I e •MULTIPLE PLYWOOD ASSEMBLIES • O I I PANELTYPICAL DOOR OPENINGREATER r FASTENER TYPE: SPACING: 2-2X4 DF#2 STUDS CONNECTED Na,R WOOD-SCREW J — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J I AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J AND NUTS @ 2'-V'O.C. THAN 6 FEET OR GALVINIZED BOLTS W/WASHERS BASED LHOR WITH B"OC 16"OH P 2in.EMBEDMENT LENGTH (TYP)l ) BASED ANCHOR WITH 9"OC TYPICAL MULTIPLE OPENINGS N PANEL SPAN GREATER THAN 6 FEET 21n.EMBEDMENT LENGTH AND EQUAL OR SMALLER 1/41n,dia.1AGSCREW BASED ANCHOR W[TH "DC THAN 8 FEET 210.EMBEbMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER SEC. R301.2.1.2 NYS CODE. PROTECTION OF OPENING U ROOFPLAN WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO i SCALE: 1/4" = 11'O11 COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. �+ HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. F+ I DRAWN: MH/MS SCALE: JOB#: 9/30/2025 SHEET NUMBER: A-5 ... REVISTONS: (3)1-3/4X16 ML w/(2)1/2"STEEL 12 ! 10 - 2X6 16"O ASPHALT ROOFING 2X12 VALLEY PLATE 2X12 VALLEY PLATE 15#FELT UNDERLAY 3/4"SHEATHING (2)1-3/4XII.7/8 ML RIDGE (2)1-3/4X11-7/8 ML RIDGE 11 11 II II 11 II II 11 2XI0 RR C uun nII n nf1 nn un I1II In' 6 2XI0 RR O16"OC � @16"OC ATED SHEETCK 11 InnI uInI /8 dInnI InI Iut 1n1 HTnII RICKt1un15!8"TYRIE-X FINE R XRn n 1 :FIRE" TC('BE INSTALLto ON�„ALL WALLS#ND " " TO BE')NSTAI.LED ON At%WALLS AND 1t 1 I n �p n 1 I 11 UNDER CATHEDRAL CEILING REFTERS 11 _ � 11 'UNDEP CATNEDRAL CEILING REFTERS 11 11 II 11 11 11 II 11 O O II 11 11 II 11 II II II II n n u n n n 1 , I n u II n n 11 II II 11 II II II 11 II II ;t 1 11 11 II II 11 II 11 11 If If 11 II II II 2X6 ALL ATTIC STORAGE 2X6 WALL" 11 It 11 11 If fi II it n 11 II 11 II I n n n n n n II TO IOOF TO 9bOF u n u n n n u I1 n II n II u n 11 It u n n n n n n = n n n n II a II n 3/4"SUBFLOOR n n n n II n n u 14"TJ1560 WOOD-1 FJ @16"OC N (3)1-3/4X16 ML w/(2)3/4"STEEL (3)1-3/4X16 ML w/(2)3/4"STEEL DEL 5/8"TYPE X AT BEAMS FIELD BUILD BIFOLD DOORS 90 MATCH OVERHEAD DOORS) DBL 5/8"TYPE X AT BEAMS rW V tl in PERGOLA WALKWAY WALL SPLAY TO MATCH Q HOUSE �TW� Y1 O •. • •. . • •. • • •. • •. . •. q .. . . .. . . . .. . . .. . . . .. . . .. .. . . .. . . . .. . 2X6 ACQ SILL PLATE �•� 4"CONC.SLAB,REINFORCED "•� O OVER SILL SEAL& p w/6X6 10/10 WMM 8"PC WALL $ p TERMITE SHIELD •� PITCH 1/":12"TO DOORS ,� rn r1 . n h+1 16"XS"FOOTING (2)#5 REBAR CROSS SECTION A -1 SCALE: 1/4" = 11-011 � o O W � a (3)1-3/4Xi6 ML Q w/(2) 1/2"STEEL - - - - - - - � Q (3)1-3/016 ML w/(2)1/2"STEEL RIDGE O -- 2X6 16"0 -- 12 J 1, II II II II II 11 11 11 11 II I1 II 11 -- -- II 11 II II II 11 11 II II II II II II II 11 If 11 II II II It 10 11 11 11 it 11 11 11 11 11 11 11 It 11 11 II 11 II 11 .{�, II II II II II 11 11 11 11 II 11 II `?Ij� 2 R "O �I n n n it 11 11 11 11 It 11 1 1 (2)11.7/S ML RIDGE 'PQ L ✓� I If II " n 5),t"TYP�-X I`*RATED (2)11-7/8 ML RIDGE EETROCK ON WALT S `Ifso II 11 11 11 ND dE II L Nd:(TYP : 11 II If 1 11 II 11 II 1 I 1 11 II 11 11 II 11 11 11 11 II II If 11 II 00 c VALLEY ASPHALT ROOFING TO MATCH HOUSE " if 00 o L-C PLATE OVER 15# FELT UNDERLAYMENT, FLASH VALLEYS WITH ICE AND WATER BARRIER ATTIC STORAGE N E � � v STUD WALL OVER OR APPROVED EQUAL. 4'h KNEE WALL x ,� STUD WALL OVER BEAM KNEE O TO OOF(TYPICA)M o m in 64, .� TO ROOF(TYPICAL) WALL ATTI STORAGE FASCIA, RAKES, FRIEZE BOARDS, CASING 14"TJ1560WOOD-IF1 16"OC " ' 3/4"SUBFLOOR p O W (3) 1-3/4X18 M,L w/ 14"TJ1560 FJ @16"OC (3)]-3/4X18 M.L w/ TO MATCH HOUSE 1774 (2)3/4"STEEL(TYP) (2)3/4"STEEL(TYP) _ N �00+ DBL 5/8"TYPE-X If CEDAR SIDING TO MATCH HOUSE OVER ( flit 3)1-3/4X18 ML w/(2) 3/4"STEEL GIRDER SHEETROCK AT - FELT UNDERLAYMENT AND RAWSCREEN. BEAMS(TYPICAL) 'r' U m MATCH SPLAY ALONG PERIMETER OVER � V,g U-, FOUNDATION N 0 V4 PROVIDE OPTION TO ADD RADIANT 5/8"TYPE•X FIRE RATED 5/8"TYPE-X FIRE RATED HEATING TO SLAB WITH R5 INSULATION —j Lj Lj SHEETROCK ON WALLS AND SHEETROCK ON WALLS AND UNDER CEILING CEILING 2X6 ACQ SILL PLATE V 2X6 ACQ SILL PLATE TERMITE OER TE SEAL& SHIELD [� TERMITE SHIELD PITCH SLAB SILL SEAL O e, - 4"CONC.SLAB,PITCH TO OH DOORS - 8"PC - d� REINFORCE w/10/10 6X6 WMM 4= O 4"CON 6X6 0/lOE�MORCED WALL - 8"PC WALL •� e o PITCH 1/":12"TO DOORS 16"XS"FTG 16"X8"FOOTING (2)#5 REBAR (2)#5 REBAR c CROSS SECTION C SCALE: 1/4" = 11-0" CROSS SECTION B u �T SCALE: 1/4" = 11-011 �a i DRAWN: MH/MS I SCALE: JOB#: } f 4 9/30/2025 r 1 M.: j •�'.Tr;,�`��� �ry SHEET NUMBER: REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS RAFTER WALL STUD ENDWALL CRIPPLE STUD oo BOTTOM PLATE o RIDGE• HEADER LEDGER BATHTUB DOUBLE JOIST SIDEWALL --,d RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER1 DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1 4"x12" 20 a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 a. STRAP APPLY OVER RIDGE TO EACH RAFTER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / g / g 2x6- 2x8 LS26 18ga, SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 LS210 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC WALL STUD W THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED ��II••�� RAFTER `J SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN I. VENTILATION WOOD JOIST W 51DEWALL FLASHING FOUNDATION ' ' ' Z/zx TOP PLATE _ � _ � _ � - � �„ _ � � BLOCKING FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING Con STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC BARRIER - LAP FLASHING 2x4 SOFFIT JOIST a AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL TO MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA O BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA ,�/ FLOOR JOIST DEPTH USP NUMBER DESC RIPTION APPLIC ATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER W THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER a INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS ONTIN. SCREENED VENT '� �. � RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x3O" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS e AC TION 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. e CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE ' FLASHING 4 INCHES W BASE FLASHING WRAPS CORNERS, RAFTER \ RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING z SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT O W O WOOD JOIST oo W TOP PLATE W GIRDER/HEADER ,..� SIDE WALL FLASHING WOOD JOIST U U 1ST, FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC ��•yy AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD W L� FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'C" O.C. PREVENT CAPILLARY ACTION leW 4" - 8" LSTA36 ""1-1 4x36 18 a. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION I ION APPLICATON / g PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" O `n ON ALL OPENINGS RIDGE VENT FOLDS / ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH M RAFTER PLATE RT15 TYDOWN ANCHOR CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. / OVER RIDGE TO IF ABLE, SET FIR JOISTS APROX. 1 2' HIGHER THAN LVL HEADERS INSTALL 4'O" O.C. RAFTER TO PLATE AIR PASSAGE 8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE./& REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF PLATES TO EACH STUD DBL. SILL PLATE O TERMITE SHIELD SUB FLOOR SILL GASKET , WOOD JOISTS CD r NEOPRENE m N p TYP. CONC. FOUNDATION ( 6 MIL. POLY V GASKET w, ., x CONC. SLAB ` � � 2x6 /2x8 CONTINUOUS WOOD PLATE � DAMPPROOF EXTERIOR V GRANULAR FILL I BOLTED TO STEEL BEAM WITH o m 6MIL POLY ON EXTERIOR • ` 1/2 " DIA. BOLTS ® 48" o.c. STAG. ,-� " v ° V STEEL COLUMN p `� cl,0 tt ,p n ° a I s c p, u ROOF JACK � ~ w �r - �' ° \�� �� �� STEEL BEAM c C ONC. SLAB 'p ° I I v ' O ),p ANCHOR BOLT EMBEDMENT: �. o °,moo COMPACT FILL POURED CONCRETE: 7" ` 4" x 1/4" x 8" STEEL BLOCK WALL: 15" `� I -� m ROOFING LAPS TOP AND BOTTOM PLATE u n p • FLASHING AT 4 ] � � � WITH 1 2" x 6" ANCHOR BOLT ar KEYWAY FOOTING c r 1/2" GROUT �, ° `n �• n CONC. FTG. 'p D`p G �' USE WITH 3x3 SQUARE WASHERS SIDES AND TOP 'n U n a° o ` A o ANCHOR BOLT CONNECTION (USP LB PS58 OR B P583) p REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT 3" STEEL COLUMN I DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) P+ SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC TYPICAL CONC, FOUNDATION. APPLY PILASTERS 2 STORIES 36" SILL PLATE TO FOUNDATION OC TYPICAL BEAM DETAIL to WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING H ALL BOTTOM PLATE TO FOUNDATION 1_2 STORIES 57" OC SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL U I I �SUB FLOOR � CONC. SLAB I I DOOR FRAME 6X6 10/10 WWM COMPACT FILL ' DOOR GE I G — JOIST N USE 2X8 STEEL B EAM FOR BLOCKOUT Q, 4" SLAB P.T. PLATE W/ 6X6 WMM ( I SLOPE 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT 1/2" AIR S ACE < 0 <I ° ° 7v1 �" —�. (WITH A NAILING PLATE IF NEEDED) AT END AND " ° ° e° > ° TO BE APROX. 1 2" OR HIGHER THAN ES OF WOOD STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE ° ,"t. -,a" --«"- -'' BEAMS (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) �'4'p L!' n 6X6 W.W.M. 9 -Q- — a °— �•� ° D II- IL—III I e 4 MIN. °too, D •` ° D �'7 �'4 n'r ° _`_NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM I p e ° .n �D I� SUB FLOOR }''I .3 • NOTCH EQUALS 1/4 DEPTH OF BEAM �1— D ' C1 REINFORCING BAR , ° °.c GIST " • D •i REINFORCING BAR o° d° SHEET METAL 30 FELT UNDER BEAM AT POINT L• n e • De DRAIN TILE I�--►I d r= 12 / # � ' \ � ° � ° I � STEEL BEAM OF CONTACT WITH CONCRETE OR CONC. BLOCK _T_rii^iti—iTi-T-4 _Tiff, IF c• 3" PLATE (BOLTED TO BEF TYPICAL CONC. MONOLITHIC FOUNDATION, REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. a^ SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. �!, *4 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT ' C�•t, DRAWN: MH/MS t; `r SCALE: BEAM POCKET r # .. �, � JOB#: 1 i 9/30/2025 SHEET NUMBER: REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: GENERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMONRAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 1), The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL: 3-8d COMMON EACH DESIGN CRITERIA UNIFORM CODE intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TOE-NAIL ( ) 2020 1RC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMON JOIST AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES g y p g g p p FRAMING ELEMENTS State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF) R301.5 DESIGN DEAD LOAD(PSF) R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL UNINHABITABLE ATTICS (NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH U180 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME) STEEL WALLS 14 (NO FINISHED CEILING) 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR (LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 FRAME LIGHT 4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3. ( ) STEEL WALLS 5 FLOORS U360 TO RAFTER WFCM - SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS " CEILINGS (PLASTER,STUCCO) U360 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the (8 THICK) so should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE FIRE ESCAPES 40 CONCRETE WALLS (6"THICK) 85 CEILINGS (GYPSUM) U240 accordance with table 3.3. TO RAFTER 2 - 8d COMMON END NAIL GUARDS AND HANDRAILS 200 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS V240 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES (R301.5) PER 20 SQ. IN. 2000lbs EXTERIOR WALLS (PLASTER,STUCCO) H/360 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS (BRITTLE FINISHES) H/240 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift NON SLEEPING ROOMS 40 EXTERIOR WALLS (FLEXIBLE FINISHES) H/120 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS (SUPPORTING MASONY WALLS) . 1/600 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL STAIRS 40 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES ROOF GROUND SNOW LOAD 20 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt DESIGNED FOR EXPOSURE C specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY ( ) W p p p P g PTOP PLATE 2 - 16d COMMONFOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE Q� INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE p-+J 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2 - 16d COMMONO.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and Sym.: p g HEADER TO 16" O.C. FACE FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel 16d COMMON SMOKE & CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. Q such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL w in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 a 6). TYPE 11 EXTERIOR SHEARWALL FOUNDATION NOTES: Type 11 exterior ssheearwa Iss hall meet Othe requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: PER FACE NAIL 0 length adjustment factors in table 3.16. FLOOR JOIST, BAND JOIST, 2 - 16d COMMON FOOT SEE NOTE: 1, CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 2 � 1). The General Contractor and Mason to review plans, elevations, details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD determine intended heights of finished floor(s) above typical grade. ) FLOOR FRAMING: HAZARDS 7). INTERIOR SHEARWALL CONNECTIONS: Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO 17 NONE - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or masonry walls occuring in exterior or unheated interior areas. 4 - 8d COMMON 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table 2 - 8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. p TO JOIST END NAIL SHEATHING LOCATION NOTES 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted, all slabs on grade to be 3000 s.i., Concrete to be 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O. . 8d COMMON 6" O.C. SEE NOTES: 1,3 g p• TO JOIST END NAIL @ @ 9 . CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 BOTH FIELDS poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs ) BLOCKING TO: EACH TOE �� � ( ) to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and 3 - 16d COMMONINTERIOR ZONE 8d COMMON @ 6 O O.C. 8d COMMON @ 12 O.C. NOTE: 2 FOR PANEL FIELD w Z 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL O along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 18d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 En 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMONJOIST NAIL Q W 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES � O DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL W N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. w W the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMONJOIST NAIL w 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 2). Girders for deck BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. i;/� U 8). Drainage as required by current N.Y.S. Residential Construction Code. joists to be bolted to each post with washers and nuts. 2 - 16d COMMO U Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 w into concrete with a minimum 1/2" dia x 7" Ion anchor bolt with washers and nuts. F S H E H 2). Tabulated 12 inch o.c. nail spacingassumes sheathingattached to rafter/truss framingmembers with G>0.49. U Q FRAMING NOTES g For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inche o.c. P4 d Q 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL O to Edition Wood Framing Construction Manual. „ QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For M Use a minimum 1/2 dia x 8 long anchor bolt with washers and nuts. Footings Shall be 3 ft. below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTION QTY SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) where needed. 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD o 4). Unless otherwise noted , all bearingwall headers to be 2 2x10 #2 + BTR. Doug. Fir. GYPSUM 7 O.C. EDGE ( ) g Sd COOLERS Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O. . 8d COMMON @ 12" O.C. SEE NOTE: 3 �, `v o 6). Concrete piers shall be a minimum 6 above grade. m �; openings. LVL headers tc have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: o LO openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7) All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES a, M TO ° openings between 4'1 and 60 and 2x6 wall openings between 5'11 and 8'9. Provide fire NAIL NAIL to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. O X o M and blocking where applicable. QTY. SPACING w 2 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMONAS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall o o 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC 6�0 pp connecting PLUMBING NOTES be used. , anchors where applicable to all connectin joists. � ° � � 7/16" OSB 3" O.C. EDGE M .� 6d COMMON „ 6). Double up floor joists under walls that run parallel to the floor joist and under bathtu s. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6 O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with Ln U Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. 00 � ° WALLBOARD 5d COOLERS 10 O.C . FIELD N w on plans. 3 . For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r 2)• Verify septic system with the Engineer for Suffolk County Health Department approval. ) P g• g p other access openings unless otherwise noted (typical). FLOOR SHEATHING: 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS, 8). Dormers running up roof rafters are to be supported by double rafters on either side p q g P P Y QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. state code and manufacture's recommendation for maximum hole size and spacing permitted. 3 INSTALL I-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. W where applicable unless otherwise noted. STRUCTURAL PANELS gd COMMONb� O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR )� HVAC SYSTEM NOTES E=l� 1 OR LESS 12 O.C. FIELD (5.7 SQ. FT.2ND.FLOOR) H 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFF under all bearing walls. ) p g pp y NOTES: NYS Residential Code R302.11-FIREBLOCKING REQUIRED U 1 Mechanical Subcontractor is responsible for adhearin to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) 0 requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at cave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction In the following locations. needed. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. 2). HVAC subcontractor is to fully coordinate all system data and requirements.with the MENTIONED IN SCHEDULE NOTES ONLY. 1).In concealed spaces of stud walls and partitions,Including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 IN 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are Lased on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed F. CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the parcel edge. If wall sheathing Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all Interconnections between concealed vertical and horizontal spaces such as occur at soffits, 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor shear capacities, nailing requirements for structural TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. ELECTRICAL NOTES p g REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces `V� over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. �� DENSITY ���9 1). All electrical to a installed as per N.Y.S. ResidentialConstruction Code. (PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and SOIL A BY ALIFTS PROF�SION). CONTRACTOR TO HAVE FILL GENCY FOR COMPACTION. 4)flame and openings around s of combupes and ducts at ceiling and floor level,to resist the free passage of r 2). When wall sheathing is continuous over connected P G ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter, permitted to have regular 1/2" sheetrock. All walls to be taped and finished. members,the tabulated number of nails shall be p 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. 3). All electrical work to comply with 2014 NEC. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 _ torch down type material over. and R315 of IRC. 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G xt 10 A DRAWN: MH/MS be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP ¢ 45. SCALE: AND BASES.USE WITH FLASHING CAPS TO ;+ ,�, JOB#: COVER TOP e� 9/30/2025 SHEET NUMBER: A- 8