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HomeMy WebLinkAbout52253-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#: 52253 Date: 09/11/2025 Permission is hereby granted to: Davecolico LLC 5785 Vanston Rd Cutchogue, NY 11935 To: Legalize as-built additions and alterations to an existing single-family dwelling as applied for per ZBA approval. Premises Located at: 7185 Great Peconic Bay Blvd, Laurel, NY 11948 SCTM# 126.-10-12.1 Pursuant to application dated 02/26/2025 and approved by the Building Inspector. To expire on 09/11/2027. Contractors: Required Inspections: Fees: As Built Addition/Alteration $1,239.00 CO Single Family Dwelling-Addition /Alteration $100.00 Total $1,339.00 Building Inspector xat "' TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 °i Telephone (631) 765-1802 Fax (631) 765-9502]att s: Ywww.soutliol t wn . ov Date Received APP L II n For Office Us A PERMIT NO. 5 R�S 3 Building Inspector: �'u i F F B 2 6 2025 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: a/atf�2sf OWNER(S)OF PROPERTY: Name: p SCTM#1000- Project Address: ")I 5� A -Pe-r—c, vt C- ( �v CtgO LO tAA-1-L Phone#: S I(-, -- yy C) — 83 7 y If I Email: davVe- e_ Gd ►'N Mailing Address: 1 U 45 CONTACT PERSON: Name: OOm Mailing Address: 5-(0 2-0 r Q So(k 0 PY 1 Phone#: _7Co S _ L -J 0 Email: c rfY1pOY'G G-1 Moo". 'L6M DESIGN PROFESSIONAL INFORMATION: Name: mil; MCI Mailing Address: 2--(0 AA&,r+4 h-)C!y P(a c-p— Fq Sl 0-f" Phone#: 6j(—qw;-- Z1 7� Email: d.F-ut I aY-a^ sect C 6 rn CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION Repair ❑Demolition E ated Cost of Project: ❑Othertructure ❑Addition `f�Alteration '� I� Will the lot be re-graded? ❑YesvNo Will excess fill be removed from premises? ❑Yes ONO ` - 4 PROPERTY INFORMATION Existing use of property: O� (Z! Intended use of property: d h�,,�ca, �Z, Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to t�(j this property? ❑Yes' lo IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted BY(print na [�a, . l 110e Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF v--T" Ck Oo"l-e 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 Nv 2t Notary Public ADISON.MESSINA PROPERTY OWNER AUTHORIZATION FNOTA:RyPusuc,srATEOFNEuvYOtration No.01ME6370536(Where the applicant is not the owner) Qualified in Suffolk Counmission Expires February 5, 0 I, fivresiding at vo lad C U"Pan _"7C011,C13 LLC do hereby authorize \C�a �� - to apply on my be If the Town of Southold Building Department for approval as described herein. JQS &'5 �l u'ner's Signature Date �Ik1U . Member Print Owner's Name t)oNle ()�1 co z PROPERTY INFORMATION Existing use of property. 'D Intended use of property: Zone or use district in which premises is situated. Are there any covenants and restrictions with respect to this property? 13Yes'q1No IF YES, PROVIDE A COPY'. 13 Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,county,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and r guwions and to,admit authorized Inspectors on premises and In building(s)for necessary inspections.false statements made herein are punishable as a class A misdemeanor pursuant to Section 210AS of the New York State penal Law. Application Submitted By(print na Y"t o, C M 0 by Authorized Agent ❑Owner Signature of Applicant: _ Date: 02��5�ZS STATE OF NEW YORK) SS: COUNTY OF "NV- ) C�_�_V( C_l 041-1- 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 uthorized 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 • n �� ��� ��� Notary Public FNOTARY OI�i NlE g INA PROIP E RT ,. AUTI,,,,1 IZATI O C, TATE OF NEW YOPJ No,OIME�63 05 6 (Where the applicant is not the owner) in uffolkCounty pires Febmaryr 5,20 11 Olin, OV residing at ' V d C do hereby authorize `'� �C��' to apply on my be l the Town of Southold Building Department for approval as described herein, 10's ner's Signature Date Print Owner's Name i cak�Uz 2 N BOARD MEMBERS �+ SOS Southold Town Hall Leslie Kanes Weisman, Chairperson !'y 53095 Main Road• P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Robert Lehnert, Jr. Office Location: Nicholas Planamento Town Annex/First Floor . Margaret Steinbugler '�r� � � 54375 Main Road(at Youngs Avenue) Southold, NY 11971 RECEIVE® http://southoldtownny.gov laxi C 2'S- ZONING BOARD OF APPEALS JUL 2 9 2025 TOWN OF SOUTHOLD S& N Tel. (631) 765-1809 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JULY 24, 2025 ZBA FILE No.: #8018 NAME OF APPLICANT: Davecollco, LLC, David Bofill, Member PROPERTY LOCATION: 7185 Peconic Bay Boulevard, Laurel SCTM 1000-126-10-12.1 SEORA, 11 1'E ATCTN: 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. SUFFOL CCOUNTY ADMINISTRAHVVE CODE: This application was not required to be referred to the Suffolk County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23. LWRP DETERMINATION: The relief requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY" FACTSMESCR.IPTION: The subject property is a semi-trapezoidal-shaped non-conforming 11,585 square foot parcel in the R-40 District. The parcel has 62.70 feet fronting Peconic Bay Boulevard, has a western boundary that runs 228.25 feet north-northwest to the rear boundary, has a 53.97-foot rear boundary adjacent to the neighboring parcel to the northwest, then runs 197.70 feet south-southwest, along a right-of-way, back to Peconic Bay Boulevard. The parcel is improved with a one-story masonry and frame house with a 9.9-foot by 9.1-foot covered porch at the northeast corner of the house and a small open concrete stoop at the southwest corner of the house. On the southeast side the house is 3.1 feet from the lot line which is adjacent to a right-of-way servicing homes to the east. Stockade and wood fences bound the parcel on the west side and a wood fence and chain link fence bound it on the east side. An arborvitae hedge bounds the north side, all as shown on the survey prepared by Nathan Taft Corwin ITT-I, Licensed Land Surveyor, last revised April 8, 2025. B ..ASLS OF`API ICATION: Request for a Variance from Article XXIII, Section 280-124 and the Building Inspector's Ap.*ii 11, 2025 Notice of Disapproval based on an application for a permit to legalize additions and alterations to an existing single-family-dwelling; at; 1) less than the code required minimum side yard setback of 10 feet; located at: 7185 Peconic Bay Blvd, Laurel,NY. SCTM No. 1000-126-10-12.1. RELIT-L REQ1ESM: The applicant requests a side yard variance to enclose the covered porch on the northeast corner of the dwelling,"as shown on the architectural plans prepared by James M. Bofill, Registered Architect, prepared May 11, 2025. The proposed project does not alter the existing side-yard setback of 3.1 feet, where the code requires a minimum of 10 feet. Page 2,July 24, 2025 #8018 Davecollco, LLC, David Bofill, Member SCTM No. 1000-126-10-12.1 AI. DITIQ—NAL-J�NEF :RMAJJQNi The application included Plans, Elevations & Section, and Notes & Details c(,fllectively titled --Proposed Alteration to the: Bofill Residence," prepared by James M Bofill, Registered Architect, dated May 11, 2025, numbered A-1, A-2, and A-3, respectively. A Stop Work Order was issued by Sean Devlin, Electrical Inspector, dated June 7, 2024. The subject parcel is covered by Certificate of Occupancy No.42205 dated July 29,2021 pursuant to Building Permit No. 43831 dated June 5, 2019 for "as built" complete new roof rafter system as applied for; by Certificate of Occupancy No.Z-25942 dated September 2, 1998 pursuant to Building Permit No,25 154-Z dated September c, 199toenclose existing open porch to habitable space as applied for "as built"'; and by Pre-Existing Cerffliate of Occupancy No. Z-259433 dated September 2, 1998 for a one family dwelling and accessory garage with storage. The parcel was the subject of two prior ZBA decisions, In Appeal#3 14 dated September 23, 1960,the Board granted permission to, reduce frontage and split an existing lot into two single lots,, In ZBA Filc ,97057 dated May 18, 2017, the Board granted SUM #1000-126-10-111 a variance to legalize "as built"' additions and alternations which replaced a flat roof with a pitched roof. The variance allowed the 11-foot easterly side yard setback along the right- of-way where the code required 10 feet. f`IND[NGS 01" 1--AC,,',1/.REASONS FQR�BQA,,RD.&U(( N: The 7oning Board of Appeals held a public hearing on this,application on July 10, 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(3)(b)(I). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood is characterized by modest dwellings ol"various sizes and styles, many oil non-conforming lots. Many of the homes were developed prior to zoning,and on the north side of Peconic Bay Boulevard it is not uncommon for the homes fronting the street to share rights-of-way to enable access to homes behind those fronting the street. The subject easterly side-yard setback has existed since at least 2017 and likely since the home was built. Further, the neighboring homes on that side are set back trom the light- of-way, such that the distance from the subject dwelling, to the dwelling to the cast: is equal to at least 3.1 feet plus the width of the right-of-way (25 feet). Hence the non-conforming side yard setback continues to have little visual impact. 2. Town Law 6267-b(3)fb)(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 existing dwelling was built close to the property line prior to,Zoning and the proposed porch enclosure does not alter that situation. 3. Town-Law V67-W)M(3), The variance granted herein is mathematically Substantial, representing 69% relief' from the code. However, the residence was built prior to Zoning and close to the property line, and a prior Board decision allowing installation of a pitched roof to replace a flat roof sim ilarly granted the identical side yard setback variance. 4. Town Law '267-b(3)(bJJ4). No evidence has been submitted to suggest that a variance in this residential n community will have an adverse irnpact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the To-wn*s Storm Water Management Code. Page 3,July 24, 2025 48018 Davecollco, LLC, David Bofill, Member SCTM No. 1000-126-10-12.1 5, The diffiCUlty has been self-created. The applicant purchased the parcel after the Zoning Code was irl effect and it is presumed that the applicant had actual or COIISU'LiCtive 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 §267-b., Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of enclosing the covered porch while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RL5,gt�^[LLIQN QE.LHE BOARD- In considering all of the above factors and applying the balancing test under New C, York Town Law 267-B, motion was offered by Member Steinbugler, seconded by Member Planamento, and duty carried, to GRANT the variance as applied for, and shown on the survey prepared by Nathan Taft Corwin 111, Land Surveyor, last revised April 8, 2025 and Architectural Plans (Sheets A-I thru. A-3) prepared by James M Bofill, Registered Architect, dated May 11, 2025. SUBJECTTO THE F01A,0W1NG CONDITIONS: 1. 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. 2. The applicant must obtain a Certificate of Occupancy from the Building Department I-or 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, 3. The "as built" improvement may not be used until a Certificate of Occupancy has been obtained. This approval shall not be deemed ejpctive until the required conditions have been met. At the discretion of the Board qfAppeals,fizilure to comply with the above conditions mqv 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 riLyht to substitute a similar desizn that is de minions in nature or an alteration that does not increase the dig Lee of nonconformio, provided de minimis reliefis regruested within one vear of the date ot this decision. Any time after one year, the Board may reguire a new amplication. IMPORTANT LIMITS ON THE APPROVAL(S) GRANTED HEREIN Please Readl.C:arefui� Any deviation from the survey,site plan andlor architectural drawings cited in this decision, or work exceeding the scope of the reliqf 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 mely 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 nonconlortnities under the zoning code. This Page 4, July 24, 2025 #8018 Davecollco, LLC, David Bofill, Member SCTM No. 1000-126-10-12.1 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 O�W 7ER'S RESPONSIBILITY TO ENSURE, COMPLIANCE WITH THE CODE—REQUIRED 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), Planamento, Acampora, Lehnert and Steinbugler. (5-0) AnA (,c slie Kanes Weisman, Chairperson Approved for filing 7 /a J /2025 at2Zl Generated by EScheck eb Software left Lompliance Certificate E 0 Project Bofill Residence Energy Code: 2018 IECC Location: Laurel, New York Construction Type: Single-family 13u)), ) OPPOrInnent Project Type: Addition -To of southold Project SubType: None Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: All Electric true Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 7185 Dave Bofill James Bofill Peconic Bay Blvd. 7185 James M. Bofill Architect Laural, NY 11948 Peconic Bay Blvd. 26 Laural, NY 11948 Mortimer Place eastport, NY 11941 631-905-5435 jamesbofill@hotmail.com Compliance: 1.9%Better Than Code Maximum UA: 258 Your UA: 253 Maximum SHGC: 0.40 Your SHGC: 0.20 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. SlIah:a-on-graaaga tradeoffs we no Ion geir a:oumraklered in ffna:! UA or peil°foilirn:unce cournp116ance path In RI..:Sm..Iliuie:.F. I ache Malb.on-grade a aaaseirrruWy in the spa a of ed a::hhri uaate zone must rru¢.et the arnilr ilnua:iram a:wTiea gy code in"nsualla all ua°rum R-.v ahu.je aalr d depth irequrhnrveineints, Enveigpe A5semblieq Ceiling 1: Cathedral Ceiling 1,315 50.0 0.0 0.021 0.026 28 34 North Wall: Wood Frame, 16" o.c. 330 15.0 0.0 0.077 0.060 19 15 Door 2: Glass Door(over 50%glazing) 38 0.300 0.320 11 12 SHGC: 0.20 Door: Glass Door(over 50%glazing) 38 0.300 0.320 11 12 SHGC; 0.20 Window 1:Vinyl Frame 7 0.300 0.320 2 2 SHGC: 0.20 Window 3:Vinyl Frame 3 0.300 0.320 1 1 SHGC: 0.20 East Wall:Wood Frame, 16" o.c. 370 21.0 0.0 0.057 0.060 20 21 Project Title: Bofill Residence Report date: 02/23/25 Data filename: Page 1 of10 Window:Vinyl Frame 4 0.300 0.320 1 1 SHGC: 0.20 Window 1:Vinyl Frame 4 0.300 0.320 1 1 SHGC: 0.20 Window 4:Vinyl Frame 4 0.300 0.320 1 1 SHGC: 0.20 Window 5:Vinyl Frame 4 0.300 0.320 1 1 SHGC: 0.20 Window 2:Vinyl Frame 4 0.300 0.320 1 1 SHGC: 0.20 Window 3: Vinyl Frame 4 0.300 0.320 1 1 SHGC: 0.20 Window 6:Vinyl Frame 4 0.300 0.320 1 1 SHGC: 0.20 South Wall: Wood Frame, 16" o.c. 330 15.0 0.0 0.077 0.060 19 15 Door: Solid Door(under 50%glazing) 20 0.250 0.320 5 6 Window: Vinyl Frame 30 0.300 0.320 9 10 SHGC: 0.20 Window 1:Vinyl Frame 30 0.300 0.320 9 10 SHGC: 0.20 West Wall: Wood Frame, 16" o.c. 370 15.0 0.0 0.077 0.060 19 15 Door 1: Glass Door(over 50%glazing) 50 0.300 0.320 15 16 SHGC: 0.20 Window 1: Vinyl Frame 26 0.300 0.320 8 8 SHGC: 0.20 Window 2:Vinyl Frame 12 0.300 0.320 4 4 SHGC: 0.20 Window 3: Vinyl Frame 12 0.300 0.320 4 4 SHGC: 0.20 Window:Vinyl Frame 26 0.300 0.320 8 8 SHGC: 0.20 Floor: All-Wood Joist/Truss 1,230 21.0 0.0 0.044 0.047 54 58 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. James M. Bofill, RA �* 02/24/2025 Name-Title Signature Date A M. Project Title: Bofill Residence Report date: 02/23/25 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section__J_' Plans Verlfled Field Verlfled # Pre-Ins-inspection/Plan Review Value Value Complies? Comments/Assumptions 6 Re .ID 103.1, Construction drawings and ., _.w .w _._ ... m.....m.m mm, .. ..... ��'Construction� ❑Complies 103.2 documentation demonstrate ❑Does Not [PR111 energy code compliance for the building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable ,construction documents. 103.1, Construction drawings and ❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems. ❑Not Observable l n Systems serving multiple ❑Not Applicable ;dwelling units must demonstrate ,compliance with the IECC Commercial Provisions. 302.1,, Heating and cooling equipment is' Heat mg. Heating. . `❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr j❑Does Not [PR2]2 on loads calculated per ACCA Coolin Coolin Manual J or other methods g' g^ :❑Not Observable i approved by the code official. Btu/hr : Btu/hr j❑Not Applicable Additional Comments/Assumptions: 1 High impact(Tier 1) �2 Medium bmpact(Tier 2) 3 Low Impact (Tier 3) Project Title: Bofill Residence Report date: 02/23/25 Data filename: Page 3 of10 _'_J 5ectlon Founda.�tw.i.o.n.a�e AIe nspecti Complies? _ Comments/Assumptions o mm�e...n..t.s.../.A. ss.mu m io_n s# tlon . 6 Rec�.ID *w 30 .;Z.I _ A protective covering is install ed to ❑Camplies (FOIIf protect exposed exterior insulation []Does Not 44,S) and extends a minimum of 6 in.below j❑Not Observable grade. ❑Not Applicable 4O3.3 Snow-and ice-melting system controls!❑Complies (FO1212 installed. ElDoes Not I❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 HIgl7 Impact(Tier 1) 2 Medium Impact Fiery) 3 Low Impact(Tier 3) Project Title: Bofill Residence Report date: 02/23/25 Data filename: Page 4 of10 Secti PlansVerfied Fielfled Framing/Rough-In Inspectlon Valu Value Complies. .. ...... �ments/Assu�m ptions ....... 6� -. ._ JLL_ 402.1.1, W Door U-factor, U- U- ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 i❑Not Observable 4; ❑Not Applicable 402.1.1, .Glazing U-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 402.5 I❑Not Observable r [FR2]1 ,❑Not Applicable 303.1.3 U-factors of fenestration products ❑Complies [FR4]1 are determined in accordance ❑Does Not ;with the NFRC test procedure or ;taken from the default table. ❑Not Observable ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not jAAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable ;limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm leakage at 75 Pa. []Not Observable ❑Not Applicable 403.3.1 Supply and return ducts in attics ❑Complies [FR12]1 !insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >= R-6 where < 3 inches. Supply and ❑Not Observable return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 'for< 3 inches in diameter.. 403.3.2 Ducts, air handlers and filter ❑Complies [FR13]1 boxes are sealed with ❑Does Not ;joints/seams compliant with International Mechanical Code or ' ❑Not Observable International Residential Code, as ❑Not Applicable ;applicable. 403.3.5 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids R- R ❑Complies I[FR17]2 above 105 °F or chilled fluids ;❑Does Not below 55°F are insulated to>_R- 3 ❑Not Observable ❑Not Applicable 03.4 1 Protection of insulation on HVAC ❑Complies [FR24]1 piping. ❑Does Not ❑Not Observable 403.5 3 Hot water pipes are insulated to R- ❑Not Applicable p'p R ❑Complies [FR18]2 >_R-3. ❑Does Not ❑Not Observable ❑Not Applicable 1 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Bofill Residence Report date: 02/23/25 Data filename: Page 5 of10 �Frarnlng Rough-in ._�In._s_.P�.e_c_._t�lo.nl _Field Verified l . .������. .� ommerrts/Assum_p..t_l_o. ns Value Value Reg 75ectNor n V�rid. ...._....._......n. Pa �. w _. --. 0' ,6 Automatic or gravity dampers are ❑Complies jR91 installed on all outdoor air ❑Does Not intakes and exhausts. '❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1]i h Impact(Tier 1) T2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) l Project Title: Bofill Residence Report date: 02/23/25 Data filename: Page 6 of10 &S eRc#t i�n --'-- Insulation Inspection Plans fled Fiel Verlfe _ Complies?pes? Comments/Assumptions omments/Assumptions Value Value 303.e1 All . installed insulation is labeled '❑Complies [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, Floor insulation R-value. R- R ❑Complies See the Envelope Assemblies 402.2.6 ��❑ Wood ❑ Wood ❑Does Not table for values. [IN1]1 ❑ Steel ;❑ Steel ,❑Not Observable ❑Not Applicable 303.2, Floor insulation installed per ❑Complies 402.2.8 manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the �0 ;underside of the subfloor, or floor ' ❑Not Observable I framing cavity insulation is in ❑Not Applicable contact with the top side of :sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the ,top of all perimeter floor framing members. 402.1.1, Wall insulation R-value. If this is a R- R- _ E]Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood 1❑Does Not ;table for values. 402,2,E wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN311 exterior, the exterior insulation requirement applies (FR10). El steel El Steel tlNot Applicable ; 303.2 :Wall insulation is installed per ❑Complies �[IN4]1 :manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable r Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Bofill Residence Report date: 02/23/25 Data filename: Page 7 of10 Section Value Value erifled Complies Comments/Assumptions Re4 ID # Final Inspection Provisions� Plans Verified Field lue 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ;❑Not Observable ; 402.2.6 [Fill' ❑Not Applicable Ceiling insulation installed per ❑Complies 303.2 'manufacturer's instructions. ❑Does Not [F12]1 Blown insulation marked every 300 ft2. ❑Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation, ❑Not Observable 1 ❑Not Applicable 2.4 ;Attic access hatch and door R- R- f❑Com lies [F13]1 insulation >_R-value of the UDoes Not adjacent assembly. e❑Not Observable j❑Not Applicable �'402*4,1*2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies '[FI17]1 each in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.3 'Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [FI27]1 determine air leakage with ft2 ft2 �DDoes Not either: Rough-in test:Total 'leakage measured with a ❑Not Observable pressure differential of 0.1 inch ;❑Not Applicable w.g. across the system including the manufacturer's air handler enclosure if installed at time of ;test. Postconstruction test:Total ; leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 Z Complies [FI4]1 cfm/100 ft2 across the system or j ft2 ft2 UDoes Not <=3 cfm/100 ft2 without air `handler @ 25 Pa. For rough-in ❑Not Observable 1 ❑Not Applicable ;tests, verification may need to occur during Framing 12spection 403.3.2.1 IAir handler leakage designated ❑Complies [F124]1 by manufacturer at<=2% of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [FI9]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. []Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies (FI11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 2 �o 3 Low Impact .- 1 High Impact(Tier 1) Medium Impact(Tier 2) act(Tier 3) Project Title: Bofill Residence Report date: 02/23/25 Data filename: Page 8 of10 Section P Plans Valuefled FielValuefled Jp ' _. P.... visions TCorn Iles. Comments/Assum tions & Re ID # Final Inspection Pro 403.6.1 All mechanical ventilation system ❑Complies [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and airflow limits per Table ❑Not Observable R403.6.1. ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies [17I26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems ❑Complies [F128]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies [FI29]2 comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403.5.2 Demand recirculation water ❑Complies [F130]2 systems have controls that ❑Does Not manage operation of the pump and limit the temperature of the ❑Not Observable water entering the cold water ❑Not Applicable piping to <= 1049F. 403.5.4 Drain water heat recovery units ❑Complies [FI31]2 tested in accordance with CSA ❑Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units < 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. 404.1 190%or more of permanent ❑Complies [F16]1 fixtures have high efficacy lamps. ❑Does Not ❑Not Observable ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies [FI23]3 no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies ; [FI7]2 ❑Does Not ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier ) 3 Low impact(Tier 3) Project Title: Bofill Residence Report date: 02/23/25 Data filename: Page 9 of10 ; � fied Field Verified Fnalns inspection PsIons Value Vale . , me..n.....t..s.n./Assumptions es __ _._... ..U. 303.3 Manufacturer manuals for ❑Complies (F11813 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable i Additional Comments/Assumptions: 1 Hkgiti Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Bofill Residence Report date: 02/23/25 Data filename: Page 10 of10 2018 IECC Energy Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 21.00 Ceiling / Roof 50.00 Ductwork (unconditioned spaces):. Window 0.30 0.20 Door 0.30 0.20 Heating System: Cooling System: Water Heater: Name: Date• Comments Assc5scQs IN -Aktos F� ��AIICC®Y�y��OE� �6U1 a: AREA OF J '(®WBti®§ t`14 WORK ,. y, SEAL OFF '�IIYWmE RiG"'OF�I'AY.�: _ - EXTG.SrAfR -- a 'c� SITE PLAN 6-3 1/2" - 6-3" 5'-11" G-3 1/2" 6-3" 5'41" SCALE:1/32"=1'-0" EXISTING COLUMS �p 0-2 1/2" G-8" r^ 5'.7" G-2112" 6-8" `^ 5'-7" 25'-11/2" 11'-7" 4'-7" STORAGE 9ELOGliB NAV - - N47) i ❑ O M LLLLLIJMOV( W mnenwmow o�R T W �° STORAG � 1••�•I F U IF7.11/21, 0 Z EXISTING CELLAR PROPOSED CELLAR PROPOSED ATTIC FLOOR o Q N ca SCALE:%"=1'-0" SCALE:%"=1'-0" SCALE:%"=1'4' .� W QO � 16 1 � 3 � A ozo o a1'a1 vz' py 1/" — AREA OF ENLARGEMENT O 10" In-8 1/2" W) __ F ------------------------------------------------- ------ a -----9'- ---- ————— — fYi Q U I I IIpp o III REMOVE lI 3 axQ, xrwn. -��_N„:,•,a,,"n"a c, r ",�" iM; Y-1011 ctosqk Architecturnl&Structural Consultant: BEDROOM BEDROOM REMOVE CELLAR EXTG.BEDROOM STAEXTERIOL . - ^CLOSEtr 1 0 :15'-6" ames Bofill Architect,P.C. COVERED EXTG.KITCHEN 17'-7" ; = w `•' II ^ I I PORCH I 15'-6" I 26 Mortimer Place ❑❑ co Eastport I �"`Q w D �� �ti"� 1 •� New York 'y stmctmc T.(631)905-5435 3268 CLOSET ��•—— L—, a architecture - bofillerchitecLcom 1 F-7112" 'qe chi ______ _=CLOSEr o I DATE:5.11.25 I 3.�n , I I r— E -- — -- REVISION DRAWING TITLE 53CLOSE •PLANS REMOVE REF. --- -erustxxA� I mern'ux'��aec -Pn�ioHEAaumu ens 8'-2" INTERIOR WALLS —_ t.� D J DRAWING SCALE:1/4"=1'-0-1EV I I Q �_I EXTG.LIVING ROOM •n I I I 2S MI 0 q�C KTCHEN LIVING �� EXTG.BEDROOM I ° ROOM t i a�ixo a`wm 8 I Rb` ES M.BDa/ 12'-71/2' 2'-10" 25'-5" I I ' I / EXPO.FIREPIACELl °xsnuE°x." I REMOVE ,t::•.,...i:•�:.5.''; CONDRETE L-- -- ---- -- — — NEW EXTERIOR ------ L————————— —� �+ C 7-6 1/2" NEW EXTERIOR CONCRETE STAIR. SEE DETAIL I/A3 34'-0 1/z" 7'-61/2" DRAWING No. EXISTING GROUND FLOOR PROPOSED GROUND FLOOR SCALE: 4'=1'-0" A— ISCALE-/4"="-0" 1_ WINDOW AND DOOR SCHEDULE ry _ iV ° ___________________________________ __ ____________________________________ ______________________________ _ ______ TYPE b b r X © © © © © © O R - x -8 SOUTH ELEVATION NORTH ELEVATION SCALE:y"=1'-0" SCALE:X"=1'-0" U c� t w � Quo :' c N ------------------------------------------------------------- --------------------- ------ = ------------- -------------------------------------------------------------------------------------------- U 3 ------------ ob -- ---------------------------------------------------------- ------------------- ----------------------- ----- a --- -------------------------------------------------------------------------------------------------------------- - o ^ 0 0 0 0 ® 0 p ~ w '� fi+ a O O ® U ® O 4 0 O x H ate. U -- ------------------------ ------------------ -- ------- --- - -- -------------------------------------------------------------------------------------------------------------- -- - ------------------ ---- -- ----------- ---- ----- - ------------------ ------------------ -------- - - ------ -------------------------------------------------------------------------------------------------------------- - Architecture&Structural Consultant: WEST ELEVATION EAST ELEVATION James M.Bofill Architect P.C. SCALE:�"=1'-0" SCALE:�4"=1'-0" 26 Mortimer Place Eastport e0 c New York sh CI= T.(631)905-5435 a architecture bofm hitcctcom DATE:5.11.25 ------- ----------------------- ----------------- ----------------------------------- -- REVISION ------ DRAWING TITLE 10L� ELEVATIONS &SECTION Q DRAWING SCALE:1/4"=1'-0" n ATTIC b STORAGE ATTIC 1 -61/2" jk;�ii'D ARC = FLOOR11 ___________________________ ___ __________ __ ______ _________ __________________________ __________________________----------_--- ---------------------------------- _____ STAIZR7 TE " r- NEW CONCAVE 4 AWNING 4 eo y o T KITCHEN BEDROOM BATHROOM H L NEW CONCRETE III LANDQ,IG __ _ _ - ..•r,�.:y-, GRADE y ___ 3'-0u CRAWLSPACE CRAWLSPACE to BASEMENT . DRAWING No. ----------------- SECTION A-A SECTION B-3 SCALE:y"=1'-0" SCALE:y"=1'-0" A-2 t CABLE TYPE RAIL ATTACH TO RAFTERS WITH POST W/CALBLES I-1/4'x 20 GAUGE GALV. 4°OPENINGS— COIL STRAP WITH(6)84 PINE SLEVE LD- q _COMMON NAILS IN EACH 1/2°LARGER THAN - END AT EACH RAFTER FENCE POST 4GRADE 12 J II---'II—III=1 ROOF SHINGLES TO MATCH EXG.OVER • I I=I 5 BUILDING PAPER ON 3/4'EXTERIOR PLY WD. 3 ICE AND WATER SHIELD CONSITING OF(2) HANDRAIL 36' i I I—III—I ATTIC LAYERS OF A SELF-ADHERING POLYMER HIGH RAFTER TO RIDGE STRAPPING ♦' NOSING OOM STAIR STORAGE MODIFIED BITUMEN LEXTENDING FROM THE EAVES EDGE GE TO 70A POINF A7 SURFACE. LEAST 24 INCHES INSIDE THE EXTERIOR OF WALL EXISTING #5 REB 81_011 UPS RT10 ANCHOR AT R-50 SPRAY FOAM INSULATION(1'YP.) EACH RAFTER WITH. FOUNDATION, 18"01 NEW GUTTER AND LEADER,TO MATCH ERG. (�Sri x 1-1/2"NAILS IN RAFTER WALL (8)8d x 1-1/2"NABS IN PLATE ________________________________________________________ . ____ __________________________________________ (6)8dx l-1/2"NAIISINSTUD `• _______________ _ UPLIFT=585 LBS 4"SLAB #5 REBAR -------- ---------------------------------------- I-I/4'x 20 GAUGE METAL COB. ..:.,•.: .. - FASCIA AND SOFFITTO MATCHEXISTING - :y @18'O.0 STRAPS WITH(6)8d COMMON •.1-.' FIBERGLASS INSECT SCREENING NABS IN EACH END.CATCH 4 e SEE DETAILS(A-3)FOR HURRICANE STRAPPING JACK STUDS DOOR HEADER YPICAL WR4DOW/ F ]V *• ^* (2)2 X 6 TOP PLATE EACH SIDE AT ALL WINDOWS 1'-0" 8" 116' AND DOORS. RAFTER TO STUD CONNECTOR&JACK RETAINING WALL STUDS TO HEADER TIE (1)LAYER 5/8-THICK GYP.BOARD. DETAIL 2/A3 QQ R-216'BATT INSULATION,TYP. PHD5 HOLD DO J SCALE:1/2"=Ir-0" KITCHEN BATHROOM BED OM 2 X 6 WALL STUDS @ 16"G.C. CNW COUPLER NUT '/,'EXTERIOR GRADE PLYWOOD NUTS W rT, 15 LH.BUILDING PAPER e'THREADED ROD, Fi'1 IMBED 7"MIN. FLOOR JOIST U A'X 5"CEDAR TONGUE&GROVE WALL INTO CONCRETE SEE FOR HURRICANE STRAPPING r' - O E Z( _--- ---_-2's4"_S'LiL4SQ.l4'9G.hH&H98EL1 79-------- A _____________ ___________ 'x 6°PRESSURE TREATED PLATE a],. II METAL TERMITE SHIELD----------------- D,���]i TYPICAL CORNER PI- HOLD DOWN SECTION DETAIL CRAWL L SPACE g'x 18'LONG GALV.STEEP ANCHORS 48•u... 1-1/4"X 20 GAUGE 0185 —GCH ALVANIZED STRAP WITH (6)8d COMMON NAILS AT ACH STUD, • �1 UNDER SILL AND PPED NAILED A ,7-I O ______________ __ ___ ____ .w�•_____ TOTHEBACKOFTHPED E W Q SECTION AT AREA OF NEW WORK 8'CONC.FOUND.WALLTOMATCHEXTG. SILL STRAP MAY BE O SCALE:1/2"=I'•0" POURED CONC.FOOTING WTTH(2)d4 RE.BAR 7 ATTACHED OVER THE Q a W 2e PLYWOOD OR DIRECTLY N _TO THE STUDS. a C CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WRAP STRAP TO oxorum WDOD,sEl9mc slnuperLDDAn,AGemoM wD+rFx l�s] y F,AOD .vR % �: AICIIIfeCtlll8l&$fIUCh1Ia1 Consultant: SNOW SPLED DESIGN F D590N VNDBRLAYMEM HAZARD FREgZINO NAIL O SILL BACK LOAD x•p10 CAYEGOR WBAnBiRINO DEwIH n;RhpTB DECAY 1EINP REOIxRhU INDE% b BACK OF SII-L AND 'LB4 C EE37at9 3'{r• MODflN MOD]iehtE II DEGREES YES NO 599 TOI�AW]Y]FI6AVY DESIGN LOAD INFORMATION ROOF SHEATHING ATTACHMENT REQUIREMENTS TI $1O° EA4DONTABIS A3.11 DFTHE 91P1 WFCMEMTON , FOUNDATION S[LL STUD STRAPPING B.R�.amemmebepog:I].-b.nL-jolt jR/A .Bo fill Architect,P.C. c slsya mmrcu- P•LDL-lop,t Mmoatwx®I.f.:aarmtaaeameaata®mmmE, w D.RmLmrdbabvi LL-3nps(OL-,10]"[ 1se�eaa Wod __ CONCRETE TYPICAL EXTERIOR WALL Rt]aaww,aew�,lcatra:u-xo].Lm.-uwr sP«a®IxoMlm III—III—I ' STEPS GRADE LL-bPrL➢L-IOpd' S1®Anlp]OLOGnON Spvwg Alpvwl NinmmeAue G.Fx«v Bvl®-11,6Bf�DL 10pa' (S68 NOn:A) edgcv edgmia E"Id - 1—III=III=II #3 REBAR@24° 26 Mortimer Place R Dmvmed.mdl]mdreEC LL-xmpa INISIHDR ZONE Ix•Dc a• E• III III III III— w / O.0 EACH WAY I I Eastport LOmmnlmhm®em P.el Boam:u-so P.r lc oc s d• I y ,.Atae.hlma Emreg:LL.IUFv[DL-lops( 1>,=.RH,,e,DRF�DExDNB I:•o�tl• tl —III=III=III—III—__ N-g"DO R. I New York Raab.iml®itms�mu-mpsG DL-lo,er 16.00 6' 6 I� 2'-8°DOOR � - L9aveblef 11 MIIMII—III—III—_ STAIR TREADS: (V.LF) swctlue T.(631)905-5435 i.,ms,.ramPe.0 m�Bb.gumdaam.mmlm.r«L _ 9@10-1/2" EXISTING CHAIINEY ,>m�mmmn a�m�m�m lxgp�ar,amme�.im• 18NERGYNOTES =III—III—III—III—I I1=I I a architecture bofdiwcbiteet.com I(—III—III—III—III—III—III_ STAIR RISERS: I WINDOW HEADER DATE:s.11.zs RRs elffu:mPmra Rw,meNe.YaASme saaYe�ment® 1=III=III—II—III—III—II I—III 10@7-1/2' NOTBA iarmfendreRYeahbgvimm4lm Nlhe I III—III=III—III—III—III—III—III—_ I REVISION pmimemdgeormemaLmmenmearw mafPmtaw xc Aumu•Ye�.m.rb.nm«Iu.NYSF�fm..R:bBb.ae y . Rapamaaa��.H�maaaR�mwa.Eb an d pwm�aya h OuwdCamawmwh amhm dwd«s¢ I—I I I—III=III—I I M I I—I I I—I I I—I I I—I I DRAWING TITLE WALL SHEATHING ATTACHMENT eb�Y ®` eJ �.m IIHII—III—III—III—III—III—III—III—II REQUIREMENTS uwonaallaaa�Dmw,mam DRAIN I 1-1/4"X20 GAUGE METAL COIL NOTES&DETAILS 3.AEBImbb.dmN„mw.;radm.dv�,LOW-emd.mB I—III—III—III—I I1=III—III—III I I—ll— assmavTam.saxNOFT1Es]ole®mal STRAP WITH(6)-8d COMMON TEa®®Nmlge.vg6r8dcmmanneih e.Aemw�aamm.�ml�agd.b,w.mmmad�.�.g�.�.�w.m + III=III=III=III=III=III=III=I1�ll=III=III= - I - NAILS IN EACHEND.CATCHJACK, mmw°m°.a°r^gym°•m^°.�PP��wmm�mwd 1=III=III—III—L—III=III=III=III—III—III—III= -----� STUDS AND WINDOW OR DOOR HEADER.TYPICAL EACH SIDE. HURRICANE DRAWING SCALE:VARIES FLOOR SHEATHING ATTACHMENT mm,dmuhm.on,,,,,"ur«v"mwaun.wiPPw ma m.ut. _ _ ___= TIE AT EACH REQUIREMENTS •p•lmi"o — — — — — — — — — — — I sb,gbr.v.xe.i,n"mi®�arvaommma.u,.�«d.r. �f O O O ----- J HEADER �� w� m�tmus@hmanamam]aw]a�e,matt�ehmm 43 REBAR@24'O.0 10' 00000 -------- TYPICAL ELEVATION WALL TO HEADER STRAPPING �y emaia w.,ell AT SLAB ON GRADE 00000 - @ w` O O 8" I( C�G ppA� h► STORMWATEIL Oo000 - `� 4SM°oVR� .� TANK 000O0 I.Mmuuaamdallemfam maemam xao Reeio-nael Cade orhw Yeksmu.ADLod BuibbgvM IL Med Ouhira ehv0 baimultedwbavminn"ehmwoodmdvbnehhavCutMve6wvN. Zonva Cadcvmdaw36W New Ymt Smu Fm�Commnam CmwwvimCadv AE C"kvilmE eupicNe Om 1,.>mmepmrh.agm.m.Hemb.mmae.11�bm�gm�ir�m BASEMENT STAIR DETAIL I/A3 - HURRICANE STRAPPING DETAILS dtvwinpmOabEh mmlvmed'vuome drewgga tYliETHER They ve mdimdon dw PlmwaNOl. 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