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Home My WebLink About46907-Z zr-==-� �O Cp Town of Southold 2/12/2023 P.O.Box 1179 h 53095 Main Rd y ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43881 Date: 2/12/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1330 Sigsbee Rd.,Laurel SCTM#: 473889 Sec/Block/Lot: 144.-1-5.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/8/2021 pursuant to which Building Permit No. 46907 dated 9/30/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: rear screened-in porch(to remain unconditioned)to existing single-family dwelling as applied for per ZBA#7538, dated 9/16/2021. The certificate is issued to Joseph,Tracy of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46907 1/10/2023 PLUMBERS CERTIFICATION DATED Aut ri ed ature SUFFeTOWN OF SOUTHOLD BUILDING DEPARTMENT co x 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#: 46907 Date: 9/30/2021 Permission is hereby granted to: Joseph, Tracy 26 Greenway Ter Forest Hills, NY 11375 To: construct rear covered screened-in porch (to remain unconditioned) to existing single-family dwelling as applied for per ZBA approval. At premises located at: 1330 Sigsbee Rd., Laurel SCTM # 473889 Sec/Block/Lot# 144.4-5.2 Pursuant to application dated 3/8/2021 and approved by the Building Inspector. To expire on 4/1/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $338.00 CO-ADDITION TO DWELLING $50.00 Total: $388.00 Bung nspector OF SOUryDI 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlinCcD-town.southold.ny.us Southold,NY 11971-0959 Q �yOUNT`1,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Tracy Joseph Address: 1330 Sigsbee Rd city:Laurel st: NY zip: 11948 Building Permit#: 46907 Section: 144 Block: 1 Lot: 5.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Wildwood Electric License No: 4836ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heater 1 Duplec Recpt 6 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 8 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 3 Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 3 4'LED Exit Fixtures Sump Pump El Other Equipment: Notes: Rear Porch Inspector Signature: Date: January 10, 2023 S. Devlin-Cert Electrical Compliance Form �oy�aV SOUIyOIo # TOWN OF SOUTHOLD BUILDING DEPT. co631-765-1802 -INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ], ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: d v` , DATE q INSPECTOR � *pF SOUTyo TOWN OF SOUTHOLD BUILDING DEPT. `ycou631-765-1802 INSPECTION [ ] 7FNDATION 1ST [ ] ROUGH PLBG. NDATION 2ND [ ] INSULATION/CAULKING ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 10. -A, �S slywoY r / AV,Ott) DATE A INSPECTOR uLd, �o pF SOUjyo� # # TOWN OF SOUTHOLD BUILDING DEPT. courm 0 631-765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: I C,2QL I ^ w 1-b V �4Y A-, C>f�/ �r� 3' DATE INSPECTOR *14f SO qbqo 1 TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION FOUNDATION 1ST ROUGH PL13G. FOUNDATION 2ND INSULATION/CAULKING FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION PRE C/O RENTAL REMARKS: DATE INSPECTOR s _ s� yz as �% J y; _w .\ i \ V A\ vA v`yVA\ ; Z vy' 3 v v1 wO vA \ v � r i c, 1 a 1 • iso F F: 1 o i. s x Is � ��se�3ptg' ms's 3 # I 1° 't i�t� A �"'. ,c 1,� ,• v rr ` T , x" ` �3 0 t IV r V 3 Vw 14 fIll AM 47 Fw n., .r 'y y r y r /.� �� '�i# vn,. 3� S�'3 l,�r� O `. ��d� fn's��±]��p A� �� J;, "• W� r 1 by 4 , a H It o- Of OF Pip no �► '� gay ► o:�`""�y a'r�'°ri `P3i. i�,# _, '/" � dAw t k t " ._ �►'a Y'�� ,✓ �°nt'ea .�r►!alar �l�i �y ��.. � 1� "�%� ;� d x , r , r / r ° 'All k h own k te�aa,, f !r v i l , N ° r � n , !r Ell , r� g, a ° �- \71P411, fp ati b �y t y,yA,�x y 3 y" �fl r ; 4 9� .:} � ��, �� "�;` ✓err x y p, L Ik iw to AL z. �;,, FIELD INSPECTION REPORT DATE COMMENTS • Cr7 FOUNDATION(1ST) Cj ------------------------------------ FOUNDATION(2ND) t ROUGH FRAMING:& l�1 PLUMBING. INSULATION PER.N.Y. STATE ENERGY CODE 4-4la--A( 1 - - -� 'y FINAL ADDITIONAL COMMENTS ' ( p .:. �- -aa r b z y C y �o��S�FFO(KcoGy TOWN OF SOUTHOLD—BUILDING DEPARTMENT y Town Hall Annex 54375 Maim Road P. O.Box 1179 Southold,NY 11971-0959 oy�o ao�,h Telephone(631)765-1802 Fax(631)765-9502 https://www.southoldtomm.gov Date Received APPLICATION FOR BUILDING PERIVI"'"'''_' For Office Use Only _-- - t4j� q67 PERMIT NO. Building Inspector: .,•. MIR — 8 2021 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: Z-I-7-oz- OWNER(S) o2OWNERS)OF PROPERTY: Name: ��f .�S6rTJ SCTM#1000- Project Address: 133® S( S TLo�ti7 �l�rTiruGK ,�/ Phone#: q1', q7S, NyS� Email: N�TQ1 Xion( � MAIL. �vHt Mailing Address: CONTACT PERSON: Name: t Mailing Address: Phone#: �l7�, yy Email: 14V r yI Xi.od DESIGN PROFESSIONAL INFORMATION: Name: 2 � Mailing Address: el 15- �vdr.(oK6 ,�.lc�fvE �lvG�[ ,o fl y l(`lo Phone#: (�3�. ?Z7, osy� X31 r L/9o(d Email: CONTRACTOR INFORMATION: Name: M ILZ e oti/ Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure KAddition ❑Alteration ❑Repair []Demolition Estimated Cost of Project: ❑Other $ 10,000,00 Will the lot be re-graded? ❑YesgNo Will excess fill be removed from premises? ❑Yes KNo 1 PROPERTY INFORMATION Existing use of property: f 6Srdcr{T/a L Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Hp this property? ❑Yes ❑No IF YES,PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and in building(s)for necessary inspections.False statements made herein are Punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(prin na ): ,' q'1 2rAuthorized Agent El Owner Signature of Applicant: Date: STATE OF NEW YORK) `SSS. COUNTYOF '` 1 ) AGF A, being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the A-'CA4176ZT 1,6-4641— (Contractor, ,6-46NT(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 theta&U0 BARRANCO Notary Public,State of NewYa* No.01BA6412447 Sworn before me this Qualified In Suffolk County 070M!lasion I e"Mber2%20L4 day of t' 20� PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) -vv-,6 P residing at 133® 514sjQC �oPn M�TTiTf�G�G �Y do hereby authorize `S C�� A�. Z dr.4i4 to apply on my behilf to the Town of Southold Building Department for approval as described herein. J 3106 1 Owner's Sibat Date —r-f-o&y -SOS61014 Print Owner's Name 2 t�FFD� ter . BUILDING DEPARTMENT- Electrical Inspector � pS ' COG TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ,. rogerr(aD-southoldtownny.gov — sea nd(aD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: June 7,2022 ,Company Name: Wildwood Electric Inc. Electrician's Name: Wildwood Electric Inc. License No.: 4836-ME Elec. email:ralphjr@wildwoodelectric.com Elec. Phone No: 631-236-2211 D I request an email copy of Certificate of Compliance Elec. Address.: P.O. Box 373, Rocky Point NY.-11778 JOB SITE INFORMATION (All Information Required) Name: Joseph Address: 1330 Sigsbee Road, Laurel Cross Street: Main Road Phone No.: 516-375-0597 Bldg.Permit#: 46907 email: mrzcontracting@yahoo.com Tax Map District: 1000 Section: I q4 Block: I Lot: 5 , a— BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Screened in porch Extention on the Rear of the house. Square Footage: Circle All That Apply: Is job ready for inspection?: � YES ❑ NO ❑✓ Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES 0 NO Issued On Temp Information: (All information required) Service Size F-11 PhF—]3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect[—]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 R2 D H Frame Pole Work done on Service? DY N Additional Information: PAYMENT DUE WITH APPLICATION -ate PERMIT# Address: Switches Outlets ', I v GFI's Surface Sconces !, H H's UC Lts � 6J Fans t Fridge HW I Exhaust Oven Dryer Smokes DW Service Carbon Micro Generator Combo Cooktop Transfer AC AH Mini Special: Comments FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: May 4, 2021 TO: Tracey Joseph 1330 Sigsbee Road Mattituck,NY 11952 Please take notice that your application dated March 8, 2021: For permit to: construct additions and alterations to existing single-family dwelling at: Location of property: 1330 Sigsbee Road, Laurel,NY County Tax Map No. 1000 - Section 144 Block 1 Lot 5_2 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 7,876 sq. ft. lot in the R-40 District is not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring less than 20,000 square feet in total size require a maximum lot coverage of 20%. The site plan notes the lot coverage at 27.64%. Authorized Sig ature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. +` < -' BOARD MEMBERS �F SDU Southold Town Hall Leslie Kanes Weisman,Chairperson �. ry�l 53095 Main Road•P.O.Box 1179 Patricia Acampora 4 Southold,NY 11971-0959 Eric Dantes Office Location: Robert Lehnert,Jr. * Q Town Annex/First Floor, 54375 Main Road(at Youngs Avenue) Nicholas Planamento 01 (1 Southold,NY 11971. LE `� I d ® http://southoldtownny.gov �5 N ZONING BOARD OF APPEALS0 y 0 TOWN OF SOUTHOLD 0 202 a Tel..(631)'765-1809•Fax(631)765-9064 o SEP. 2 1 2021 Sou hold 'Town Clerk i FINDINGS, DELIBERATIONS AND DETERMINATION BUj�DING RUT. MEETING OF SEPTEMBER.16,2021 T,MNN Or, SOUT1101.,1D- ZBA FILE: 7538 NAME OF APPLICANT: Traeey Joseph PROPERTY LOCATION:.1330 Sigsbee Road,Mattituck,NY SCTM No. 1.00.0-.144-1-5.2 SEQRA DETERMINATION:.The.Zoning Board.of Appeals has visited..the property under consideration in this application and determines that this review falls under the Type IT category of.the State's List:of:Acti;oins;without fin-thersiops under:SEQR A. SUFFQI;K:C.OU`NTY ADMINIS-TRATNE::CODE;`This app lieatiori'was=nof r " " " e uired to be referred`to`;tfie Suffolk`:::` GouiityiDepartrrient:o Pla. under the.`Suffolk County Admmistrat�ye,.Cotie Sections.A 1:4=14 L:WRP'DETERMINATION ,The,relief, permit, or interpretation "requested" :this a lication.is listed under pP Minor:Actions exempt list and isnot'ubjecf to.review under Chapter 268: PROPERTY FACTS/DESCRIPTION. . The=subject property is a 7.87.6 sq. ft. parcel located in.an R-40 Zoning District. The property has 55 feet of road frontage ori Sigsbee Road,then runs west for 143.27 feet to the rear _propeify line,then turns north for 55.00 feet before returning 143. 13 ft east back to Sigsbee Road. The property is improved with a one story.frame residence with wood porch with roof, and an accessory garage all shown on survey prepared by Gary Benz,L.S., dated August 9,2017, BASIS OF APPLICATION: Request for a Variance from Article XXIII; Section 280-124 and the Building Inspector's.May 4, 2021 Notice of-Disapproval based on an application for a permit to construct additions and alterations to an existing'.single-family dwelling; at; 1)more than the code permitted maximum lot coverage of 20%; located at: 1330 Sigsbee Road, Mattituck,NY. SC TM No. 1000-144-1-5.2. RELIEF REQUESTED: The applicant requests a variance to replace in kind a rear deck addition and construct on it an unheated, unconditioned three season room with screens only which would bring the lot coverage to.27. 64'% where the maximum allowable lot coverage is 20%. ADDITIONAL INFORMATION: Testimony given during the. hearing by the owner's agent referenced two previous comparable variances in the neighborhood with similar excessive lot coverages. Fagg 2, September 16,2021 #7538,Joseph SCTM No. 1000-144-1-5.2 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearifrg on this application on September 2,2021 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 4267-b(3)(b)(1). Grant of the variance will notproduce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The variance in question is for a covered screened in porch with . no conditioned space in a rear yard where it will not be seen from the street. There are a number.of these structures on similar houses in this neighborhood,and this addition would not change the character of the neighborhood. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The existing structures on the property already comprise 26. 79%of the allowable lot coverage,so any project whatsoever would require variance relief. 3. Town Law 4267-0)(b)(3). The variance granted herein are mathematically substantial,representing 38%relief from the code. However,the proposed structure would replace an existing deck where the total coverage is already at 26.79 %. The new covered, three season room screen porch will result in only a 1 % increase in lot,coverage. Also, excessive lot coverage on many of the small lots on Sigsbee Road is common and the proposed addition will not be conditioned space.. 4. Town:Law_ 4267-b(3)(b)(4)::. ,No evidence:has been submitted suggest that a variance._n<.this-residential, . community will.have an adverse.impact 'on.the:physical or environmental.conditions in`the ndighborhood ;The applicant must comply.with.Chapter.23,6..ofthe'Town's Storm Water Management Code and conditions ofthis:board: 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary.and adequate to enable the applicant to enjoy the benefit of a reconstructed deck addition and covered screen porch while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF TEE.BOARD: In considering all of the above factors and applying the balancing test under.New York Town Law 267-8,motion was offered by Member Weisman(Chairperson), seconded by Member Dantes, and duly carried,to GRANT the variance as applied.for,and shown on the site plan revised April 26,2021 and architectural plans dated January 28,2021 (4 sheets)prepared by Jeff Zahn Architect. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The proposed covered screened in porch shall remain unheated and unconditioned space,and may not be enclosed with windows,storm windows or similar. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. t Page 3,September 16,2021 #7538,Joseph SCTM No. 1000-144-1-5.2 Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may requirea 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, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use,setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. In the event that this is.an approval subject to conditions, the approval shall not.be deemed effective until such time that the foregoing conditions are met; and failure to comply therewith will render this approval null and void. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280'.146(B) of the Code_of the Town of Southold any vari.ance.granted by the Board of.Appeals shall become null and void where a.Certificate of Occupancy has not been pxocured; anal/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 f Y ( p )' Dante; and Planamentq (1Vfembers Vofe.:o ahe:Board A es:.Mein;bers Weisriian .Chair Terson ,; ado ted 3 0 A.campora pnd.Le'hnert were Absent). This.='Resolution was,`duly, p Leslie Kanes Weisman, Chairperson Approved for liling l /7/2021 JEFF A. ZAHN, A.I.A. ARCHITECT-PLANNER MAIL TRANSMITTAL TO: Town of Southold - Building Department ADDRESS: 54375 Main Road, Southold, NY 11971 ATTENTION: FROM: Jeff A. Zahn DATE: March 8, 2021 RE: Joseph Residence, 1330 Rd, Mattituck Sigsbee S.C.T.M. No.: 1000-144-1-5.2 ITEMS TO BE TRANSMITTED: _ [1] Building Permit Application [4] Site Plans indicating location of addition [4] Survey's [4] Construction Documents dated 1-28-21 Signed and Sealed. [6] Contractor's license and certificate of insurance COMMENTS: VIA: Hand Cc: T. Joseph; File 215 ROANOKE AVENUE RIVERHEAD,NY 11901 631.727.0544 FAX 631.727.5335 JEFF A. ZAHN, A.I.A. ARCHITECT-PLANNER APR 2 8 2021 MAIL TRANSMITTAL TO: Town of Southold - Building Department ADDRESS: 54375 Main Road, Southold, NY 11971 ATTENTION: Amanda Nunemaker FROM: Jeff A. Zahn DATE: April 26, 2021 RE: Joseph Residence, 1330 Rd, Mattituck Sigsbee S.C.T.M. No.: 1000-144-1-5.2 ITEMS TO BE TRANSMITTED: [4] Revised T-1 drawing dated 4-26-21 COMMENTS: Amanda, The attached evised drawing has the lot coverage calculations as requested for your use. VIA: Hand Cc: T. Joseph; File 215 ROANOKE AVENUE RIVERHEAD,NY 11901 631.727.0544 FAX 631.727.5335 MRZCONT-01 GKOLASINSKI (MM/DDIYYYY) l CERTIFICATE OF LIABILITY INSURANCE DATE131401131121 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER (CONTACT Rosenzweig Insurance Agency,Inc PHONE 160 Herricks Rd (Arc,No,Ext);(516)352-7495 (a c,No):(516)358-7940 Po BOX 70 a o^Ess,_info@rosenzwe insurance.com - Mineola,NY 11501 _.__._....-._g. _...-- INSURERS)AFFORDING COVERAGE NAI - ' - c.#. s INSURED uREaA.:Utica_First_Insurartce Com-pang _- 15326 IN -,.. INSURER B: -'-�----- _ ..._._._ _.. _.. - RZ Contracting Corp fNBURER C 127 Constantine Way Mount Sinai,NY 11766 INSURER o,.,. . INSURER E: INSURER F: COVERAGESCERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. i _....._�., ..__.,-_._._..._..._._..._._____._._.-_..-.-.-.-__.___...__-..___._-.-_-. . - LTR SUSR, TYPE OF INSURANCE I DDLI i POLICY NUMBER POLICY EFF P0/ICY EXP LIMITS A xi COMMERCIAL GENERAL LIABILITY CLAIMS-MADE ! }(!OCCUR ART1025$0125 EACH,OCCURRENCE_- _.-.. $ ,000,000 DAMAGE TO RENTED ' 11/3012020, 11(3012021 PREMIS.ES.(Ea_occurragca), 50,000 1,000 PERSONAL&ADV INJURY !S 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: p "`-" ,GENERAL AGGREGATE,--_-,._ S.,- , 2,000,000 POLICY JECT •..._ LOC PRODUCTS-COMPIOP AGG-,.S T 2,000,000 OTHER: - — S AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Eaaccident)-- . —. ._.----5--_....._- 'ANY AUTO - .-- AUE -'- BODILY INJURY Por Orson TOS SCHEDULED ---__ .._ (-_-_P_--) ,• AUTOS ONLY ,AUTOS q BODILY INJURY`P _ AUTOS ONLY ATOS ANY PROPERTY AMAGE " • Por accidont UMBRELLALUIB OCCUR EACH OCCURRENCE S EXCESS LIAR CLAIMS-MADE; - - AGGREGATE $. DED RETENTI ONS WORKERS COMPENSATION PER OTH• AND EMPLOYERS'LIABILITY Y 1 N I STATUTE _ ER,_ ANY PROPRIETOR/PARTNERIEXECUTIVE O�FFICER MEEMBEER EXCLUDED? ? NIA! E.L._EACN ACCIDENT g (Mantlatory in NH) -- , If es,descrbe under E.L.DISEASE,-EAEMPLOYEE,5 D lips OF OPERATIONS below - E.L.DISEASE-POLICY LIMIT S I i � 8p The certificate Holderlis Additional Insured if requirred by written contract between Named Insured and Additional Insured. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Tracey Joseph THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 1330 Sigsbee Road ACCORDANCE WITH THE POLICY PROVISIONS. Mattituck,NY 11952 AUTHORIZED REPRESENTATIVE ACORD 25(2016103) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD WA-6unty Dept of ;.. ,Labor,Licen§ing,,&Consumer Affairs,` �HOME'IMPROVEM=NT LICENSE Nartie ;MICHAEL k ZAHRA • " ••Busiriess Name' • . • M MRZ CONTRACTING CORP- { This certifies 4 0 the• . .bearerisduly lieensed:=.':License Number H=50789• "• . bythe County of Su ik 1.1/01/2012 Issued. 'gym"'` .<111012420.; t Commissioner TM {� >,n THE AREA OF THIS PROPERTY IS 7,876 S.F. OR 0.180 ACRES LJ �J °= 26 N� VON x o� FGgN 9 tam A Oq 0 Cp. CA+ q c 9 O N 0 w 7,69, o. 13�o RppF Or,% ��, 70 O (FG•. ..wp°° 0 g p0° N ERPM� P Poi i .•OR�v6� pis `Gl25 A�? pEGK u: g1 i OWN N/ 0 � OSE W. Mo P � NQ INQ 28 �0 O O EUN UP � C� O fG• 01 T 02Yd O9 \ v PRO �pN P� CERTIFIED TO: Tracy Joseph Stewart Title Insurance Company GUARANTEES INDICATED SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND/OR AGENCY, AND ARE NOT TRANSFERABLE. S.C.T.M. NO. 1000 — 144 — 1 — 5.2 SURVEY OF: LOT No. 27 & PART OF LOT 28 AMENDED MAP OF MA T Tl TUCK PARK PROPER TIES, INC. GARY BENZ, L.S. FILED JAN. 12, 1926 — AS No. 801 SITUATED IN: MATTITUCK TOWN OF: SOUTHOLD Surveying and Land Planning 12 Win Place SUFFOLK COUNTY, NEW YORK Lake Grove, N.Y. 11755 DATE: 8/9/2017 JOB NO. G17-3153 SCALE: 1" = 20' GaryBenzLS®Yahoo.com / (631) 648-9348 THE EXISTENCE OF RIGHT OF WAYS, WETLANDS UNAUTHORIZED ALTERATION OR ADDITION TO COPIES OF THIS SURVEY MAP NOT BEARING THE LAND AND/OR EASEMENTS OF RECORD IF ANY, 7741S SURVEY IS A VIOLATION OF SECTION 7209 SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT SHOWN ARE NOT GUARANTEED. OF THE NEW YORK STATE EDUCATION LAW. NOT BE CONSIDERED TO BE A VALID TRUE COPY. c 0 -LN S I -IILR U C 11L JL 0 N D 0 C -�LN JIL S QLf11lJLRJ�� g g W@L".ILIV@m L".11119HUM QoM�1CgG3G'�]i j o g Him�'IOO m 9��°OO 9 W tl o S[/ [!o@ a e 0 R 11 IJI..TIJI�I❑ N e � A FIR 2 8 2021 ' A• 1, �x ,: Qj p 1-28-21 155UED FOR PERMITS AND GON5TRUGTION. olb. / A4-26-21 REVISED PER O TOWN GOMMENTS. ASPHALT � ��° 55 ARES 5 M44LK ALK NN LOT GOVERa6E: \ p \ LOT 51ZE = 7876 S.F. o R HOOP \a�� \ EXISTING DWELLING = 1,3-14.28 S.F. / 17.45% NN PORT ��" EXISTING FRONT PORCH = 248.81 S.F. / 3.16% p EXISTING DECK = 276.x2 5.F / 3.52% p \ \ EXISTING GARAGE = 20q.!5-7 S.F. 12.66% EXISTING TOTAL = 2,10Q.58 S.F. / 26.7x90 VRIVEKAY \ \ PROPOSED COVERED PORCH 344.15 5.F. / 4.3-7% 1 STORY EXISTING DEGK (REMOVED) = —276.x2 S.F. /-5.52% FRAME TOTAL = 67.23 S.F. / 0.85% DWELLING \ \ EXISTING TOTAL = 2,I0a.58 5.F. / 26.7ci% PROPOSED = 67.23 S.F. / 0.85% PROPOSED TOTAL = 2,176.81 S.F. / 27.64% 201 b'-0'MIN �To�N ALLOWABLE LOT GOVERAGE = 20% OPEN EX15TINO LOT COVERAGE = 26.7x% SHONER 344.15 S.F. '-- 1 k ` PROPOSED LOT COVERAGE = 27.64% \ PROPOSED n r GOVERED \ PORCH \0.` FEtdGE EXIST. ` FRAME GARAGE W 6RA55 AREA 1°) GRAVEL / p /\A a, — /Zoo W Q N o �- LAND NOW OR < < 111 FORMERLY OF G300 MAIN ROAD LLC. l�� LU LU LU SITE PLAN MAP 15 BASED ON A SURVEY BY GARY O1.0 L 3:517r= FLAN BENZ, LAND SURVEYOR, P.G. DATED AUGUST q, 2017 F�-1 � 0) I ALL DIMENSIONS ARE APPROXIMATE, 51TE PLAN IS 5GALE: 1" = 20'-0" NOT TO BE USED AS A PROPERTY SURVEY. tu 0o i n�n O o a LJ O nn1313 # l�J a pR(Wm@7#o 2040 Q%[D 1FDpJRo PROJEGTS-2040 AIPL9 T-I.DWG DD o a 111J�LJV�.1#O 0 0 ) a NC-7 I N X TTL INITIAL LATEST ISSUANCE 9 T—I TITLE SHEET I-28-21 I 4-26-21 A-2 COVERED PORCH PLANS 4 NOTES 1-28-21 A-3 SECTION 4 ELEVATIONS 1-28-21 �G[]C�C4 MOoo I of 4 d��ao�aa9 caoaoQa aG3C�ao4GC�u �9�G30OLa�lO�L^1ML�(n7MC G3�MLG3G�CG^�D9 1700 3G3 9 9J9 11,LJ N u -.d -.d 0 .d .) 0 k__l/ �vd 081dg Dept copy from 2BA `J� �� 1-28-21 ISSUED FOR PERMITS AND CONSTRUCTION. Z�4-26-21 P-EVI5ED PER 1� ^ TOWN COMMENTS. �� SXCs ,00 QA 6RAS5 AREA SLATE KALK \N \ LOT GOVERA6E: LOT 51ZE =1816 S.F. ROOF olmtHOOD \q� \ O� EXISTING DWELLING = 1,31428 S.F. /11.45% EXISTING FRONT PORCH = 248.81 S.F. / 3.Ib% EXISTING DECK = 2'16A2 5.F /3.52% \ \ EXISTING GARAGE = 20q.51 S.F. /2.bb% EXISTING TOTAL = 2,109.58 S.F. /26.-711% Cn ASFVlAL azn,F.raAr \ Y \ PROPOSED COVERED PORCH = 344.15 S.F. 143 1 STORY EXISTING DECK(REMOVED) _ —,27&,q2 S.F./—�=.7 ._ ... _... _ FRA?-, t, TOTAL = 6123 S.F./0.85% DWELLING \ \ EXISTING TOTAL = 2,109.58 S.F./2b.lq% PROP05ED - 61.23 S.F./ 0,55% PROPOSED TOTAL = 2,116.81 5.F./21b4% 20� ewe rn, ALLOWABLE LOT GOVERA6E = 20% OPEN EXISTING LOT COVERAGE = 26.1q% 344.15 S.F. -- 1`� ` PROP05ED LOT COVERAGE = 2164% PROP05ED DD \ PORG ` _. \O>' IBGE EXIST. FRAME GARAGE W z % v AFZFA Z v Q� �R,EL / W z I�— \ O °o \/ 02°oo � fy Q ,J N LAND NOW OR < < � FORMERLY OF g300 Q) ey MAIN ROAD LLC. ww LuLu Lu ILII— O tY SITE PLAN MAP IS BASED ON A SURVEY BY GARY m PLAN BENZ,LAND SURVEYOR,P.G.DATED AU6U5T q,2011 1 1 ALL DIMENSIONS ARE APPROXIMATE,51TE PLAN 15 NOT TO BE USED AS A PROPERTY SURVEY.1 W G5 g 3QOO Ell — Slko—TSBEE pET dMW. 2040 TTITU / NEW YORK --VIA l� K r yj N PRODGT5-2040 ?F a a �fpl/1:1%�NI N�-7 ( N r=xrj oDE3Lan�10[n1C�#o 0 2021 T„ N CSI HJANUARY 1 DWG. INITIAL LATEST ISSUANCE 9 T-I TIME SHEET I-28-21 I 4-26-21 T_ E - I A-2 COVERED PORCH PLANS d NOTES 1-28-21 A-3 5EGTION d ELEVATIONS 1-2g-21 �a��4[vllOoo I of 4 TADLE 5.1 FASTENER SCHEDULE POR STUGTIRI MEh4BE1E5 F A M I N C 1 �®7 5 JOINT DESGRfPiION � �AND TYPE OF NAIL SPACING 11'�� FA5TENER ROOF FRAMING Rafter to Top Plate(Too-nolle 3-ed I per rafter 1. ALL FRAMING LUMBER TO BE 6RADE STAMPED DOUGLAS FIR-LARCH Gelling Joist to Top Plate Toe-nolled) per lolst STRUCTURAL 6RADE NO.2 OR BETTER. Gell Joist to Parallel Rafter ace-Halle 4 6d each lop 2.ALL EXTERIOR FRAMING TO BE STRUCTURAL 6RADE GGA TREATED LUMBER. SIMPSON 1_57A 30-lb6A. Gell Joist over Partitions ace-naile 4-Ibd each I 3.ALL 5HEATHIN6 TO BE AP.A.RATED,EXPOSURE I,1/2"MIN.THICKNESS. RIDGE STRAPS AT EA. Collar Tie to Rafter ace-nave 4 ed r tie PERIMETER PANELS AT EDGE OF ROOF d WALL CORNERS TO BE NAILED®4" RAFTER. �`O„ Block to RoFter(Toe-nalle 2-ed each end ALON6 E06E5 E b"O.G.IN FIELD W/SOLID BLK&.UNDER ALL SEAMS. \y Rim Board to Rafter -nalle 2-16d each end 4.USE 50LID BLOCKING OR X-BRACING BETWEEN ALL JOISTS a 8'-0"MAX.5P/ WALL PRAMIN6 5.PROVIDE DOUBLE FRAMING UNDER ALL P05T5 d PARALLEL PARTITIONS. L^1GC�C 1�4C G4 6.ALL FLUSH WD.CONNECTIONS TO BE FASTENED I-V RATED&ALV.METAL 2"x4"COLLAR TIES AT T Plate to To Plate ace-nolle 2-I6d foot CONNECTORS BY 51MP50N(OR EQUAL). T Plate at Intersections Toe-nave I+-IW -Joints-each side Ib' O.G. "DOWN ��G30Op 1� lQMC5MnM3 Stud to Stud ace�lane Ibd 24•oz. BETWEEN RIDGE AND Header to Header ace Halle 2-Ibd I6•oz.aloncl edcles ♦I`I GEILIN6 JOISTS. G20WIEEL' PA109 Pow W@rk� I` 511,13 To or Bottom Plate to stud d-Haile 2-Ibd r 2x4 stud SL-A7-1 N O 1 �®7F-5 3-Ibd Or 2x6 stud 4-I15d liper 2xe stud + + + + WINDOWS/5L.6L.DOORS AS MANUF.BY ANDERSEN STORMWATGH W/ Bottom Plate to Floor,best,Band oist,EndloWFar Block act llecQ 12-16d liaer foot IN5UL.6LA55,IMPACT RE51STANT d DE516N PRESSURE RATED AS REO D LL55L�1L', FLOOR PRAMIN6 BY GODS 1M USE: STRUCTURAL PANELS FOR STORM PROTECTION- 1st to Sill,T Plate or Girder(Toe-nailed) 4- d er olst PROVIDE PRECUT,PREDRILLED PLYWOOD,l/i6"THICK. Joist t to Joist oe-Haile 2-ed each end INCLUDE ATTACHMENT HARDWARE: 2 1/2"NO.&WD.5GREW5 0 16"O.G.F/SPANS LESS OR EQUAL blocking to Joist(Toe-nail 2-bd each end ® 10"O.G.F/SPANS BETNJ�N 4 d 6 FEET, Blocks tr 5111 or T Plate oled) a ea block AND a 12"O.G.F/SPANS BETI^IEEN 6 b b FEET. Ledger 5tr to Beam ace-Halle Ibd each Joist 4 Joist on Ledcler to Beam(Toe-nailed) 3-ed r Joist I CONN. AT RI I7C _ Band Jolst to Joist End-mile 3-I6d per Joist BUILDER TO VERIFY E CONFORM TO ALL REQUIREMENTS.REVIEW OPTIONS Band Joist to 5111 or Top Plate be-nolle 2-Ibd per Joist WITH OWNER. ROOF SHEATHING OPTION: PROV.I'x4"PICTURE-FRAME TRIM(ALUM.GLAD)TO ATTACH 5TRUCT. 5tructurol Panels Ied 6"e /b"field PANELS.PREDRILL HOLES F/HARDWARE,PROV.PLASTIC INSERTS TO PROTECT bldg Dept eo Di oral Board 5heathina FROM WEATHER,ETC.(VERIFY DETAILS) py from ZBA Final r do uments Z8A Flle# ?'� 1"x6"or I"xa' 2-ea I P-s evtew 1"x10"or wider 3-8d I per support 62WClSHEATHING � svm II ar 5d coolers l"a e/10"field G L I A 71 G /��.4 k� 0 O A P 1 I'qyI I G WALL SF�ATffINe Structural Panels 6d 6"ed 12'field 5 I 0 1♦ � G R 17 R I A: n�o Flberboord Panels lJ '1/16" 6d 3 e/b•field DOUBLE TOP PLATE 25/32' ed 3'edge/6'field AMERICAN FOREST AND PAPER ASSOCIATION (AFBPA) �4R WOOD FRAME CONSTRUCTION MANUAL FOR �' AND C1 ISSUED FOR PERMITS um YJallboard 5d coolers T e /10"field 2-SIMPSON'H72' ONE AND TWO- FAMILY DWELLINGS. (2001 EDITION) CONNECTORS® Ib"O.C. AND CONSTRUCTION. Hardboard ed b e e 12 field Particleboard Panels bd b"e e/12'field HEADER Diagonal Board ahcathin 2"Xb' 1"xb'or 1"x8" -ed er ort 6ROUND 5NOW LOAD 30 P5F G.J. "x wider 3-ed er ort FLOOR SHEATHING KIM:;'5FInW.MATTITl1GK 130 MPH(3 SECOND 6U5T) FULL HEIGHT STUD Structural Parcels WIND EXP05URE CATE60RY B(SUBURBAN,5EMI-WOODED) I ed 6"e /12'field SEISMIC DE-516N CATEGORY eater than I' IOd b"edge/6"field G Dt onal Board Sheaths WEATHERING AREA SEVERE 4 JACK 5TUD HEADER TO STUD: I"xb'or I"xW. per support BY 5IW50N L5TA21 CONNECTOR x or"Wer 3 r ort ICE SHIELD YES W/I6-I00 FASTENERS BOOP SHINGLt=g FROST LINE DEPTH 3'-0' Ealy.stl min.12 shank w/a min.3/8•dia.head.fastener shall netrate TERMITE AREA MODERATE TO HEAVY 1 Asphalt roof shingles thr g°' LNOW SILL ough the roofing materlals and a min.of 3/4"Into roof sheath and shall U.N.O. rooFl manufacturer and Quids no less than 4 fasteners r stripshl le. DECAY AREA 5LI6HT TO MODERATE E Nailing regvlrements ere based on wall shecrthing nailed b'on center at the panne]edge.IF wall sheathing 5 nailed WINTER DE51GN TEMP 11 STUD TO PLATE:3"on center at the panel edge to obtain higher shear capacities,nail"requirements for structural members SIMPSON "HDU5"UPLIFT shall be doubled,or alternate connectors,such as shear plates shall be used to maintain the load path. f� p�{��ee ♦ �+ b� ` CONNECTOR W/R"DIA. "1"hen watt sheathklg Is continuous over connected members,the tabulated numlaer of nails shall be permitted to be ®I / I� / _ 1`�®� OF ICAL AT BUILDA6CORNND AT5reduced to I-Ibd nail per foot. C1 `!:VIR302A Wall and telling finishes not Including trim,door,and window frames shall have BOTTOM PLATE ENDS OF 5HEARWALL5. a flame-spread classificatlon of not greater than 200.Wall and ceiling finishes shall have a smoke-developed Index of not greater than 450.R302p /� /� /� eEN RAL I�O7 5 recessed 4 light�gt blefix Insulation shall s, separated a minimum i g3 Inches from TYI IGAL FRAMIN`/ DETAIL recessed II t fixtures,fan motors,and other heat-producing devices or separated In accordance with the conditions stipulated In the fixtures listing. Recessed lighting installed In the building thermal envelope shall meet the NEGTI ON AT FORGH ROOT' 2 AT HALL OPENI Nl5 I. All work shall comply with the 2020 International Residential Code for one and requirements of Section 1,111,11102.4.5 �I102.4r two family dwellings,the 2001 Wood Frame Construction Marwal and the A5GE-1-05. R30g Glazing at hazardous locations shall have glazing protection In conformance 1" - Contractor shall coordinate any and all Inspections as required to obtain certificate with r308.In general,glazing in all doors and fixed side panels,blazings less than of or on behalf of the owner. 60"above surfaces of tubs showers,etc.blazing within 24'arc of doors in closed note 5.All work shall comply with the New York State Energy Conservation Code.See position with sills less than 60"above floor.Glazings over 9 square feet and less nthan Ib"above finished floor.6lazln near stairw s/iandin s.See complete text of 3. All electric work shall comply with the National work anice Ghali subElecmit o shall R30b.4.61aztng for specifics on locations and excceptions9 p obtain fire underwriters certificate for all electric work and shall submit to owner. Provide all outlets and Junction boxes required for all appliances,pumps,equipment, etc.Contractor shall review service requirements,all lighting,outlets,fixtures,phone 8308.6 tempered glItazing.hts and sloped glazing shall comply with this section and have fully Jacks,T.V.cable Jacks,etc.with owner as required for the full Installation and satisfaction of owners requirements and code compliance and shall provide some. 8309 Garage opening protection and separation required to be as noted and In Architect Is not responsible for electrical designs for this project h any capacity. conformance with Hing bar a floor surfaces shall required sloped to s note to the 4. All plumbing work shall comply with the National Plumbing Gode and all local codes. 4"x4"P05T WITH Contractor shall review with the owner the requirements for plumbing Installations movement of liquids to drain toward the main vehicle entry doorway. I"AZTEK TRIM Including but not limited to fixtures,trim,accessories,etc.and requirements for water 8310.1.1 All emergency escape and rescue openings shall have a minimum net clear W z service and domestic hot water.Architect Is not responsible for any plumbing systems opening of 5.1 square feet.24"minimum clear opening height,20'minimum clear In any capacity.Contractor shall provide sanitary system in accordance with the opening width,44"max still height. J'xb"COMPOSITE V owners approved site plan and shall coordinate all Inspections required for approval DEGKIN6 AS 5ELE6TED of some. And surveys Indicating final tank locations shall be by owners surveyor. FINAL,INSTALLED STAIRWAYS,HANDRAILS,611ARD5 SHALL BE INSTALLED IN FULL BY OWNER. Gontractor shall provide surveyor with Information as required. I- "x IS GAUGE STEEL rT, O CONFORMANCE WITH THEIR RESPECTIVE CODE SECTIONS.ARGHITEGT I5 NOT F•+-F _ 5. All H.VA.G.work shall comply with Article 10 of the N.Y.S.Uniform Fire Prevention RESPONSIBLE FOR THESE INSTALLATIONS. COLIED STRAP WRAPPED n and Building Code and Energy Code.Contractor shall review all mechanical systems DECK J015T W/12"MIN.with owner for type of system to be provided(IF.oil,gas,or electric hot water or R311:f 5totrwoys shall not be less than 36 Inches M clear width at all points above the POST BEARIN6. NO.G51b H I- W air,etc)Including air conditioning requirements.Architect Is not responsible for permitted handrail height and below the required headroom height.Handrails shat[not I I BY 51MP50N (� heating or air conditioning systems In any capacity. project more than 45 Inches on either sideof the stairway and the minimum clear 1� b. Owner shall obtain a and all required permits prior to allow contractors to W a! 0. P P In9 width of the stairway at and below the handrail height,Including treads and landings, Q proceed with any of the work. shall not be less than 315 Inches where a handrail Is Installed on one side and 21 1. All site work Including Sanitary system,utilities,easements.setbacks,elevations, Inches where handralis are provided on both sides.The maximum riser height shall be 1 < C drainage ,retaining walls,etc.shall be In accordance with a site plan prepared by the 825"and the minimum tread depth shall be 9'In conformance with R314.2.Minlmum 2'x8"P.T.D.J.a I6"O.G. I I ^/ I- owners surveyor.The Architect Is not responsible for site designs of any type In any ; headroom 6'-8'.All stairs shall be provided with Illumination In accordance with l 1./_ Q Q capacity. Section 8303.4.Enclosed accessible space under stairs shall have walls,under stair X (�/ Z 8. All work shall be performed by licensed contractors whom are experienced with surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. H6 HURRICANE TIE BY rT, �l the type of work being performed.All contractors shall maintain liability Insurance and (2) 2"x10" SIMPSON AT EA.DECK F+i LU W workers compensation Insurance In connection with all work being performed In R3111,15 Handralls having a minimum and maximum heights of 34 Inches and 38 Inches, GIRDER JOIST TYP. '"- )_LJ LU project. respectively,measured vertically from the nosing of the treads shall be provided on (n ...J 9. All materials,systems,equipment,fixtures,etc.shall be installed M strict cit least one side of stairways.All required handralls shall be contInuous the full O Q compliance with the manufacturers written Specifications and Installation Instructions length of the sto"with two or more risers from a point directly above the top riser 1�1 Including all clearances for service,etc. of a flight to a point directly above the lowest riser of the flight.Ends shall be _v ry 1U 10.All contractors shall worront their work in writing to the owner for a minimum returned or shall terminate to newel posts or safety terminals.HancNalls adjacent to GRADE N period of two years. I I Z a wall shall have a spce,of not less than 15 Inches(38mm)between the wall and the ° 11. The Architect shall not have control or charge of and shall not be responsible 1 °1 m v for construction means,methods,techniques,sequences,or procedures,or for safety Incheshandrail.The handgrip portion of handrails shall have f circular cross section of I-I/4 eJl programs In connection with the work or for acts or omissions of the contractor, Inches minimum to 2-5/8 Inches maximum.Edge radius of I/8". 4"x4"P.T.POST,TYP. 6 subcontractors or arty person performing any of the work,or for the failure of any of tri/CB44 ANCHOR TO O 8312 Guards are to be a minknum of 36 Inches Ml4mm)In height.Open sides of stairs "I them to carry out the work In accordance with the Intent of the contract documents in h with a total rise of more than 30 Inches above the floor or grade below shall have GONG.PIER. that said responsibility Is the sole responsibility of the contractor. 12"DIA.SONOTUBE W/ o FF cl 12.Al[exterior doors,roofing shingles,trim,siding,etc.shall be reviewed and guards(each side)not less than 34 inches In height measured vertically from the 4 3000 P51 GONG.MIN 36' @s F approved by owner. nosIng of the treads.(Second story guards are recommended to be higher) ° BELOW GRADE a 13.All interior finishes Including but not limited to walls,flooring,tile,etc.shall be 8314 Single and melt le station smoke alarms shall be Installed In each sleeping reviewed with and approved by owner. 9 iP 14.All miscellaneous interior Items Including but not limited to doors,trim,fireplaces. room,outside of each separate sleeping area In the Immediate vicinity of the closet shelving,kitchen cabinets,shelving.hardware,etc.shall be reviewed with and bedroom,on each additional story of the dwelling,Including basements.The alarm ° PM@0 s@'4#a 2040 approved by owner. devices shall be Interconnected In svch a manner that the activation of one alarm will J [5.Where existing walls,posts etc.are removed It is the responsibility of the activate all of the alarms in the Individual unit.The alarm shall be clearly audible In all ° contractor to provide temporary support,shoring,bracing,etc.as required. bedrooms over backround noise levels with all Intervening doors closed.All smoke alarms shall be listed and Installed In accordance with the provisions of this code ° �'�°Dp Vfl%(Ro PROJECT5-2040 and the household firewarning equipment provisions of NFPA12. A-IDW6 /�fL/� 8315 Carbon monoxide alarms shall be Installed outside each separate sleepklg area ° a ° DE51,SN LOl15' In the Immediate vicinity of the bedrooms.Nhere a fvei-tinning appliance is located within a bedroom or Its attached bathroom,a carbon monoxide alarm shall be Installed within the bedroom.Carbon monoxide alarms shall be listed In accordance LIVE DEAD with UL 2034 and UL 211. 30 10 ROOF :�'.2 PTatI 8102.1 A vapor retarder are required an the Interior side of framle walls to Climate 40 10 DECKS/PORCHES Zones 5,6,1,8 and Marine 4 with the exception of basement walls and below grade portion of any wall. 3 FOOTI NC TO FRAM I NC CONNECTION A == 1 40 10 ROOMS OTHER THAN SLEEPING ROOMS 8801.1 Attic access.An attic access opening shall be provided to attic areas that 30 10 5LEEPIN6 ROOMS exceed 30 square feet and have a vertical height of 30 Inches or greater.The 20 10 ATTICS WITH 5TORA&E rough-framed openinh shall not be less than 22 Inches by 30 Inches and shall be 10 10 ATTICS WITHOUT STORAGE located In a hallway or other readily accessible location.A 30-Inch minknum unobstructed headroom In the attic space shall be provided at some point above the access opening.See Section M1305.1.3 for access requirements where mechanical �a��4 a0"o 2 Of equipment Is located in attic. REMOVAL NOTE5: I. CONTRACTOR SHALL COORDINATE AND VERIFY REMOVAL OF ANY ® w EXI5TIN6 CON5TRUGTION AND THE RELOCATION OF ALL MECHANICAL EQUIPMENT THAT 15 NECESSARY TO COMPLETE NEW WORK.CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL LIMITS OF ALL EXI5TIN6 CONDITIONS THAT INTERFERES WITH THE CONSTRUCTION OF NEW WORK. 2.ALL MATRIAL REMOVED SHALL BE PROPERLY AND LEGALLY EXIST.DYELLIN6 DISPOSED OF. olru�\°-"�2AaH9 �\"-"�"�°" I'-4"x 4'-b"x 4"THK. MO CHNNCE) °l�G39Muv1E@v LONG.SLAB AT BOTTOM OF WD.STAIR `L»3 L3@M0CC�C1^wlI ir` uEl EXIST.DWELLING STRINGER. FOUNDATION NOTES: (NO GHAN6E) CONTRACTOR TO QC)d�Q C °�C�9 EXIST. COORDINATE LOCATION W/STAIR. FOUNDATION FND./ 12"DIA.CONCRETE FOOTING;TO A MIN.DEPTH OF 36"BELOW 6RADE- _ _ _ _ ON UNDISTURBED CLEAN 6RANULAR SOIL w/MIN.I TON PER S.F.BRO. CAPACITY. OPT.REBAR. 2-*5 BARS,VERTICAL.W/MIN.3"COVER. o 0 2"x12"PRESSURE TREATED 5ILL/TYP. ANGHOR BOLTS: x LEDGER BOARD w/3/8" O = 2-2"x 6"(or 1-2x6 MIND PRE55URE-PRE5ERVATIVE-TREATED(PPT)SILL ((ry DIA.x 4 1/2"LAC,BOLTS Nil EXISTING CONC. `r - `t PLATE,(PROV.TYP.51UJ ALL TIES,WHERE REQVJ OVER TERMITE : tv STA66ERED a 32"O.G. N \ STOOP TO BE n :{, I I ry® n SHIELD AND SILL SEALER w/%"dlo.ANCHOR BOLTS(i"MIN.EMBEDMENT ��iCCC REMOVED AND 3"50UARE WASHERS)a 36"o.c. d 28"o.c.WITHIN 8 FT.OF CORNERS / EXI571N6 GATE \ I (2)2'x10" (2)2"x10" (2)2"xIO" (2)2"x10" AND 12"MAX.FROM EACH END OF SILL PIECE. COORDINATE y I ¢ PLACEMENT w/HOLD-DOWN BOLTS,AS REQb.TO CONNECT TO TO BE REMOVED I / I -_i5HEARWALL STUD BRACKETS.(SEE DETAILS). 4"x4"P.T.P05T I 51LL/WALL TIES: III m z W/0544 ANCHOR BY A_3 m REQUIRED ONLY AT ROOF BEARING WALLS: PROVIDE SIMP50N G520, III IST. STAIRS 6 BE 4 _ I) N 51MP50N(TYP.II)RAILINO To cV� (20 Gage),1 1/4"STEEL STRAP TIES a I6"oc(AT EA.STUD WHIM b-bd EXIST.DEGKIN6,FRAMING, I NAILS,EA.END)WRAPPED UNDER b UP INSIDE FACE OF SILL,GUT TO REMOVED _ _ LENGTH AS REO . (SEE DETAIL) FOOTING,ETC.TO BE I ?�j III REMOVED IN THEIR ENTIRETY. III EXISTING GATE ¢ B O ¢ HOLD B -DOWN OLT: III TO BE REMOVED O SIMILAR TO TYP.ANCHOR BOLT,EXCEPT SPACED A5 REQb.TO III I I ry® 12"DIA.SONOTUBE O I'-4"x 5'-3"x 4"THK. MUST COORDINANCHOR ATE PL EACEMENT OF ALL BOLT (BEFSORE CONST)TO x MIN.36"III BELOW x GONG.SLAB AT INSURE ALIGNMENTR OF BOLTS E STUD BRACKETS. OPTION:(INSTEAD W/ v III m v GRADE 3500 PSI rv� m BOTTOM OF WD.STAIR OF HD2A's t BOLTS):USE STRAP TIE HOLDOWN,SIMP50N STHDIO N GONG.(TYP.II) STRIN6ER.� � � CONTRACTOR TO EMBEDED IN FND,WALL d EXTENDED LOP OUTSIDE FAGS OF WALL A5 I-28-21 ISSUED FOR PERMITS I I y COORDINATE REQb. (5EE FLOOR PLAN FOR 5HEARWALL SE6MENT53. AND CONSTRUCTION- �� (2)22x10" (2)2x10" (2)2"xI0" LOCATION W/STAIR. EXIST.DECK -11EXI5T.RAILIN6 ¢`r _ ¢ GONGRETE: POSTS TO BE TO BE REMOVED LINE OF WD. 4x4 P05T ALL CONCRETE TO BE STONE A66RE&ATE,WITH A MINIMUM(28 DAY) REMOVED I'-4"x T-6"x 4"THK. I I DECK ABOVE STRENGTH OF 3000 PSI,EXCEPT USE 3500 PSI,FOR ALL EXTERIOR CONC,SLAB AT USES;INGLUDIN6 6ARA6E SLAB,ETC. BOTTOM OF NO.STAIR 5TRINeE R. CONTRACTOR TO LOCATION CONCRETE NOTES: ®\ � � LN LOCATION W/STAIR. -.,- X I�l t copy from ZBA V-5 I/4" b'-5 I/4' 4" Bldg Dep Iment5 1.ALL CONCRETE WORK SHALL CONFORM TO AGI 301-11q; SCALE: Va" = r-0" Final review l J CONCRETE SLABS SHALL BE 3500 P51 STONE CONCRETE;ALL ZBA File# EXTERIOR CONCRETE WORK SHALL BE 4000 P51 AIR-ENTRAINED. Date: 5LAB5 ON GRADE SHALL BE NORMAL WEIGHT CONCRETE. 2.ALL REINFORCEMENT SHALL BE DEFORMED TYPE INTERMEDIATE GRADE NEW BILLET STEEL GONFORMIN6 TO ASTM FFOuNIt;-.))AT'100 NN fFLAN A-615 GRADE 60. 3.TEMPERATURE REINFORCEMENT,SPLICES,SUPPORTS FOR REINFORCEMENT SHALL CONFORM TO REQUIREMENTS OF AGI-318 4.CONTINUOUS REINFORCEMENTS SHALL BE LAPPED 48 DIAMETERS AT SPLICES AND CORNERS AND HOOKED AT NOW CONTINUOUS,EN05 OR EXTENDED 24 BAR DIAMETERS UNLESS OTHERWI5E NOTED. DETAILING OF ALL REINFORCEMENT SHALL BE IN ACCORDANCE WITH AGI 5P-bb.(bb) T EXISTIN6 ROOF 5.PROVIDE TWO#5 ALL SIDES FOR OPENINGS IN CONCRETE / Q (NO CHANGE) WALLS UNLE55 OTHE RN15E NOTED.EXTEND BARS 2'-0"BEYOND \ OPENING;HOOK ENDS. / \ 6.PROVIDE SLEEVES AND BOX OUT FOR OPENINGS FOR EXIST. EXIST. ` PITCH /' \ PITCH MECHANICAL TRADES. OPENIN65 SHALL BE PLACED 50 A5 NOT TO AFFECT THE STRENGTH OF STRUCTURAL MEMBERS. FRAM I NI NOTES: EXIST.DWELLING / \ (NO CHANGE) / \ I.ALL FRAMIN6 LUMBER SHALL BE GRADED STAMPED DOUC LA5 / 4:12 4:12 \ FIR-LARCH STRUCTURAL GRADE NO.2 OR BETTER. PITCH \\ 2.ALL 5HEATHIN6 TO BE APA RATED,EXPOSURE I.5/8"MIN. / \ -LINE OF THICKNESS OR AS NOTED. (s) EXIST.ROOF 3.ALL SUBFLOORIN6 TO BE APA RATED STURD-I-FLOOR. W EXPOSURE I.3/4"MIN.THICKNESS.ALL E06E5 OF PLYWOOD TO z F- / I BE SET ON 50LID BLOGKIN6.6LUE AND NAIL PLYWOOD U O ry ry / \ 5UBFLOOR TO FLOOR JOISTS. O Z -- + ' \ 4.ALL HEADERS 6'-0'AND OVER SHALL BE SUPPORTED WITH m - -- ---- ---- -- -I ---- ---- --- - - -- I LINE OF = / \ x DOUBLE UPRIOW5,q'-0"AND OVER WITH TRIPLE UPRIGHTS.ALL ~ -- A ROOF ABOVE ` - ALL SE A MINIMUM OF 2-2X8 OR A5 SHOWN ON - m Q - -. � HEADERS SH N LINE OF BOXED wI .9 5.R.R��"x18'R.R�� T I I _ I DRAWINGS. cn Ej `I� E-� 5.50LID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND -1 COLLAR TIE 0 ® Ib"O.G. N i"xb"COMPOSITE W Q Q in p PORTION OF NEW I FLOOR BEAMS AS PER N.Y.S.CODE OR A5 NOTED®8'-0"O.G. ABOVE. w I I DEGKIN6 AS SELECTED ROOF OVER EXIST. - - - - - - - - - - - - - - BY°�. TO MATCH EXIST. PROVIDE 2'AIRSPACE FOR AIR CIRCULATION IN ROOFS. < Q = DOUBLE FRAMING AROUND OPENIN65(sk li htsstairs etc)OR AS v - - - - - - - � - - - - - - - I ADJ.ROOF SLOPE. I 6. y9 _ NOTED ON DRAWINGS. x n/ O 1 7.DOUBLE UP FRAMING ON ALL Pc-6T5 AND PARALLEL PARTITIONS ^ v C Q A 3 I I OR AS NOTED ON DRAWINGS. (L 4 m I 2'x15 "RR. Ry.R.xl8R.R. �' m T ® I6"O.G.YY I i T I PROVIDE STEPS A-3 8.ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH W Lu - -- < RAILING TO I RATED GALVANIZED METAL CONNECTORS BY "SIMPSON"OR D-/ W COVE I APPROVED EQUAL. O CD !ZWLI - - - - - - - - I --- PITCH PiTGH � I q.PLYWOOD SHEATHING TO BE NAILED WITH 80 a 4"O.G. 1" V - - - - - - - - - - - - - - - - ' �t4:I2 ±4:12 EXTERIOR ED6E5 AND bD® 12"O.G.INTERMEDIATE. - / \ 6'-0"MIN I I 10.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND ks) I I SEPARATION PER m m TOWN of 50UTHOLD STUD WITH GALVANIZED HURRICANE TYPE H7 CONNECTORS BY CUSTOM SCREEN I T I / \ REQUIREMENT5. I I "SIMP50N"OR APPROVED EQUAL. PANELS \ =THOUGH NOT SHOWN,PROVIDE 11. ALL PRE-ENGINEERED LUMBER SHALL BE"TRUSS JOIST"TJI JS 0 \ I WHITE ALUM.6UTTER5 AT ALL NEW SERIES HOOD-1-BEAMS AND LVL PRODUCTS OR EQUAL.ALL - T ( 1 ROOF AREAS AND TIE INTO JOISTS,61RDER5 AND HEADERS SHALL HAVE BEARING EXISTING DOWNSPOUT LOCATIONS L _ _ � INDICATED. STIFFENERS INSTALLED AS PER MANUFACTURERS a - - - - - ••- - - - - -�I _ - - - - - RECOMMENDATIONS.WEB STIFFENERS SHALL BE REQ'D AT ALL 4"x4"POST TO m PROVIDE 1. I LOAD AND BEARING POINTS AT A MINIMUM.A 51NOLE 1-3/4"LVL WRAPPED IN b'-10' RAILING S \ RIM JOIST SHALL BE READ AT FLOOR PERIMETERS.HANDLING, I"AZEK TRIM -------- Q STEPS TO \\ 5TORA&E,AND ERECTION OF COMPONENTS SHALL 13E AS PER PN( 41E@V#o 2040 MANUFACTURERS RECOMMENDATIONS. 12.ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2"DIA. ---- \� 6'-5 1/4" V-5 1/4" b'-5 1/4' 4'-6 3/4" 1 MACHINE BOLTS® I2"O.G. PROJECTS-20 t�yQ�o (��d[o 40 13.PROVIDE FIRE5TOPPIN6 AT ALL LEVEL PENETRATIONS. A-2DW6 ROOF PLAN 14.BRID61N6 TO BE PROVIDED FOR ALL JOISTS AND FLOOR EXIST.6ARA6E �� BEAM5,5PACIN6 NOT TO EXCEED V. DG�LQC��G�1C�3# (NO CHANCE-) SCALE: I/4" = I'-O" 20'-0' ROOFING NOTES ® X �O"C H FLAN I. ALL ROOF SLOPE AREAS SHALL IS 40 YR.ASPHALT SHINGLES BY TIMBERLINE,COLOR TO MATCH EXIST.ON 30 LB.FELT AND 3/4" 5/,I I /`RE 700T Jl /-ES: GDX.PLYWOOD. SCALE: 1/4" = 1'-O° 01Jr t AC= 2.PROVIDE 6RADE ICE E WATER SHIELD AT LOPER 36"OF ALL FIRST t: SLOPED ROOF AREAS AND AT ALL VALLEYS. EXIST.FIRST FLOOR = 137428 S.F. PROP5ED 51-REEN PORCH ADDITION = 344.15 S.F. �a1[7 a0"o 5 Of 4 30 YR.ARCHITECTURAL ASPHALT ROOF SHINOLE5 TYP.AS SELECTED BY 5101NO TO dLElFF L%. m' L "0a°o OWNER MATCH EXIST. e�,MOUIOU 2"x10'RIDGE BEAM —12,m4 Vf 9 G30O LSI SME nA WEMUE --- (MATCH FXI5TI nf)wC'nr�rup^ 'Kv 30 YR.ARCHITECTURAL 2D"CIE1344 ASPHALT ROOF SHINGLES - —--— -----—— ---- --- TYP.AS SELECTED BY OWNER -------- --- -- - -. - -- 4"x4"WRAPPED PROVIDE STEPS 2"x8" R.R.0 Ib"O.G. ±q IN I"AZEK TRIM /// \\\ /// CODE PAILIN6 TO W/3/4"COX PLYWD. d (MATCH EXIST) 1 1 I PROVIDE ALUM. 30 LB.FELT,TYP. GUTTER.TIE INTO EXIST.LEADERS -- z 't CUSTOM _ (2) 2"xb"G.T.WRAPPED IN AZEK. SCREEN T.O. ORDER 0 +/-5'-0"O.G.(IN LINE WITH DooR 7'-10" AFD. POSTS) T4&CEILING ——————— 6RADE (2) 2x8 HEADER --\— CUSTOM SCREEN I"AZEK TRIM (OPTIONAL) PROVIDE BEAD WRAPPED AROUND PANELS PROVIDE(2)3'-0"x 6-B" BOARD SKIRTING HEADER SCREEN DOORS d STEPS nn d RAILING TO CODE 4x4 P05T WRAPPED p -2 -21 ISSUED FOR OWNER IN I"AZEK TRIM PROP05ED a/ 1 57 (REAR) LE / /` 71 0 REVIEW. ,� y� � I t / Y J� I N SCREEN ROOM ` SCALE: 1/4" = I'-O" CUSTOM SCREENED PANELS 81dg Dept copy from ZBA Final revieV ents ZBA Flle# Date: / /�� "xb"GOMP051TE LINE OF NEW _LINE OF EX STING DEGKIN6 AS SELECTED ADDITION DWELLING ,,Ej T.O. DEGKINO BY OWNER. 30 YR.ASPHALT ROO5HII1 ARCHITECTURAL5 O'-O" (datum) S -- _ a TYP.W�AS SELECTED BY a _ GRADE IU (2)2"xl0"—+ + ; ; GIRDER n V 2"xl0"P.T. + GRADE t4(2) 2x10P.T.D.J.® Ib"O.G. 4"x4"P.T.POST,TVP. I I 61RDER. F W/CB44 ANCHOR TO C-� 12"DIA. -a Z GONG.PIER. 50NOTUBE W/ 3000 P51 GONG. (OPTIOf MIN 36"BELOW PROVIDE ( � • �i PROVIDE(2)RS 4 x EPS • GRADE ' ivy SCREEN DOORS d STEPS d RAILING TO GORE EXI5TIN6 SIDING TO AA REMAIN 0 -11 CUSTOM SCREEN PROVIDE STEPS PROVIDE BEAD T PANELS d RAILING TO BOARD 5KIRTIN6 CODE w Z Z -\ZSOU` H LEVA71ON Z w Z w Q � o TYP I GAL NOTE5: 1�-1 < p v LINF nF Fx15TIN� LIh OF NEW 1J-I (�/ LIU EXT. WALL: HEADER: DWELLING ADDITION h/1+i. "�� 2"x6'5TUD5®Ib'o.c.AT 8'HT. w/R-Iq IN5UL. 5HEATHIN6: 1/2"MIN.COX MIN.HEADERS: 3-2"x8"AT 2xb WALLS,AND 2-2"x8"AT 2x4 30 YR.ARCHITECTURAL N PLYWOOD,EXTEND TO COVER FULL TOP,SOLE d SILL PLATES.THEN COVER WALL5/PARTITION5,UNLE55 NOTED OTHERWISE N.N.0). SPANS OF ASPHALT ROOF 5HINGLE5 w W 111 O s4/15 LB.FELT or TYVEK W.P.MEMBRANE(OR EOUAL). VERIFY 6'-0"AND OVER;SUPPORT w/DBL.5TUD5, W-O'AND OVER;SUPPORT TYP.AS SELECTED BY v) (/ W 510ING/REOMT5.d ALL FINISH TRIM(AS APPROVED BY OWNER). w/TRIPLE 5TUD5. PROVIDE METAL TIES(51MP50N L5TA21,or EQUAL) OWNER O IC FROM HDR TO JACK STUD5 AT EXTERIOR WALL5 5UPPORTIN6 ROOF STRUCTURE. F�1 r 1� (IQ ROOFING: V y, > ARCHITECTURAL&RADE(MIN.30 YR.RATING)ROOF 5HINGLE5(AS SELECTED FASCIA/SOFFIT: BY OWNER)OVER 15 LB.FELT d 3/4"MIN.COX PLYWD.SHEATHING. USE 6 I"xb"FASCIA w/2'x SUB-FASCIA(AS NEEDED), SOFFIT: MATERIAL(TBO) LU NAILS PER SHINGLE d PROVIDE ICE SHIELD UNDERLAYMENT AT FIRST 24"MIN. CONTINUOUS SCREENED VENT,VERIFY ALL DETAILS,TRIM,ETC.-OPT. ° FROM ALL ROOF EDOE5/13REAK5.ALL FASTENERS d FLASHING TO BE VERSATEX TRIMBOARD(or equal)AND/OR T46 WOOD TRIM AS 5ELEGTE y CORROSION RESISTANT. INCLUDE GUTTERS d LEADERS,AS APPROVED BY OWNER 7 # M9 ROOF TIES: 5l)B-FLOOR: 4"x4"WRAPPED O PROVIDE SIMPSON,G520 STRAPS,GUT TO LENGTH F/MIN.b-bd NAILS,EACHTHICK,A.P.A. N 1"AZEK TRIM a 5/4"THICK, RATED PLYNOOD,ALL ED6E5 OVER SOLID BLOGKIN6,t END OF STRAP,AT EACH RAFTER A Ib°o.c. USED TO TIE ROOF RAFTERS TO d NAIL PLYWOOD TO FLOOR JOIST5/FRAMIN6.-(VERIFY SPECIFIC \ WALL STUDS,BELOW. VERIFY PROPER ALIGNMENT OF STUDS d RAFTERS FOR UNDERLAYMENT REQUIREMENTS FOR ALL FINISH FLOOR MATERIALS AS \ CONNECTION OF TIES. SELECTED BY OWER) N . CUSTOM SCREEN \\ (OPTIONAL) PANELS PROVIDE(2) WALL TIES: RIM BOARD: I 3'-0"x b'-b" [PR ,DfE@T#o 2040 REQUIRED ONLY ON(2 STORY HT)ROOF SUPPORT WALL5. WHERE UPPERCUSTOM 5GREEN SCREEN AT TJI ENGINEERED FLR.JOISTS,BY WEYERHAEUSER,(LEVEL;USE MIN.I". / DOORS d LEVEL 5TUD5 AL16N WITH LOWER LEVEL STUDS: TIE STUDS TOGETHER w/ DOOR BOARD(or EQUAL)EXCEPT AT PORCH d DECK NAILER5;USE IVa'RIM BO, / STEPS d �Qa�o 51MP50N G520 STRAPS® Ib"o c.USE MIN. 1-bd NAILS,EACH END OF STRAP. / e PROJECTS-2040 (SEE STANDARD DETAILS,DWG.U. ALL INSTALLATION DETAILS MUST FOLLOW MFR.SPECIFICATIONS.USE 2- / RAILING TO A-3.DW6 VERT.5QUASH BLOGK5(PER J5T)UNDER ALL BEARING PARTITIONS d Pc CODE 51LL/WALL TIES: REOV.ONLY AT WALLS SUPPORTING ROOF STRUCTURE: USE 51MP50N G520, DDG M7�(vi ICei#o 20 6AGE STEEL STRAPS® Ib"oc.,GUT TO LENGTH A5 REOV.FOR'7-bd GRADE NAILS,EA.END. WRAP FROM UNDER ANCHORED SILL d UP OUTSIDE FACE OF WALL,IN LINE w/STUD5.(SEE DETAIL,DWG.1) PROVIDE STEPS PROVIDE BEAD BOARD SKIRTING d RAILING TO CODE A � 5 NCR7H ELEVA710N mlou Has 4 of 4 f C U APDRAVED AS NOTED J- J-�- IL 0 N-L D 0 -�L V 11L -JLN I sDATE: B.P. 7 D FEE: D PY: Quimpip Lao mmo GQam. NOTIFY BUILDING L :: -,RTMENT AT Qm9mu4l9@4 765-1802 8 AM TO 4 Pfv4 FOR THE FOLLOWING INSPECTIONS: 2V5 R@O I%H@ 3M G1MC 1�]MC 1. FOUNDATION - TWO REQUIRED G3[wignG imlo9 aim V(mm 9 Tom m FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 0 R 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR D A rte ` DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF ° R S D -4 N C NEW YORK STATE & TOWN CODESOs AS REQUIRED ND CONDITIONS OF S0TH0LD TOVZBA I _. � u BOARD- 50ff-H *�t"J�EES OCCUPANCY OR 11-28-21 ISSUED FOR PERMITS AND GON5TRUGTION. 4lb `, � '� '� USE IS UNLAWFUL WITHOUT C� UT CERTIFICA T OF OCCUP ASPHALT p H , - ,� ANCY AL S� 3e�'° '/ \ RETAIN STORM WATER RUNOFF PURSUANT TO TER 236 OF THE TOWN CODE. 6RAss AREA SLATE NN WALK \ Q \ y � O ROOF R \��' O ELECT TICAL OVE N POD \ ( INSPECTION REQUIRED O 5 ASPHALT ` \ = DRIVEWAY I STORY `� FRAME \ QDWELLING \ \ c� 20. b'-0'MIN SEPARA110N ` PER TOW1 OF HOLD OPENIRe gtrs. W SHOWER 544.15 S.F. PROPOSED e GOVERED � PORCH \\ \O.V FENCE EXI5T. , FRAME 6ARA6E z 6RA%AREA CRAVEL O �- �. < 0 D- 0` Q Q UJ N LAND NOW OR < < ks) FORMERLY OF 01300 r1 _ / � e# MAIN ROAD LLG. MST+-1 C� � W Lu 51TE PLAN MAP IS BASED ON A SURVEY BY GARY m BENZ, LAND SURVEYOR, P.G. DATED AUGUST Cl, 201-1 ALL DIMENSIONS ARE APPROXIMATE, SITE PLAN IS �� NOT TO BE USED AS A PROPERTY SURVEY. � , - oa i � O # LWl d pG @,aD1R@4#o 2040 @L B [FDd[=g PR0JECT5-2040 9 T-I.DWG /\� '�I '�I u 0 0 o A' l� I I S I I �� / DWG. INITIAL LATEST ISSUANCE o ( ! No. DRAWING TITLE ISSUANCE REVISION NO. $ DATE 9 T-1 TITLE SHEET 1-28-21 7 - 1 A-1 SGHEOULES, NOTES s DETAILS 1-28-21 A-2 GOVERED PORGH PLANS $ NOTES 1-28-21 A-3 SEGTION $ ELEVATIONS 1-28-21 �aC�� Gl]Oea I of 4 TABLE 3.1 FASTENER SGHEI7ULE FOR STUGTURAL MEMBERS � I � I� JOINT DESGRIPTION NUMBER AND TYPE OF NAIL 5PACINO I`� I� r FASTENER ROOF PRAMINS, Rafter to Top Plate Toe-nailed 3-Sd per rafter I. ALL FRAMING LUMBER TO BE GRADE STAMPED DOUGLAS FIR-LARGH Cellincl Joist to Top Plate Toe-nailed 3-Sd 12er lol5t 5TRUGTURAL GRADE NO. 2 OR BETTER. C,eIIIncj ,Joi5t to Parallel Rafter ace-nalled 4-16d each lol2 2. ALL EXTERIOR FRAMING TO BE 5TRUGTURAL GRADE GGA TREATED LUMBER. 5IMP50N LSTA 30-186A. Cellincl Joist Las over Partitions Face-nailed 4-I6d each lop 3. ALL SHEATHING TO BE AP.A. RATED, EXPOSURE I, 1/2" MIN. THICKNESS. RIDGE STRAPS AT EA. Dollar Tie to Rafter ace-nailed 4-8d er tie PERIMETER PANELS AT EDGE OF ROOF 4 WALL CORNERS TO BE NAILED ® 4" RAFTER Blockingto Rafter Toe-nailed 2-Sd each end ALONG EDGES 4 6" O.G. IN FIELD W/ SOLID BLK&. UNDER ALL SEAMS. Rim Board to Rafter nd-nalled 2-16d I each end 4. USE SOLID BLOGKING OR X- BRACING BETWEEN ALL JOISTS a 5'-0" MAX. 5P/ OR WALL FRAMINe 5. PROVIDE DOUBLE FRAMING UNDER ALL POSTS +€ PARALLEL PARTITIONS. b. ALL FLUSH WD. CONNECTIONS TO BE FASTENED W/ RATED &ALV. METAL 2x4 COLLAR TIES AT Toe Plate to Top Plate Face-nalled 2-I6dper foot CONNECTORS BY 51MF50N (OR EQUAL). Top Plate at Intersections Toe-nailed 4-I6d joints - each side 16" O.G. �" DOWN Stud to Stud Face-nalled Ibd 24" o.c. BETWEEN RIDGE AND Iq� L30o IRmlog Gs1wIC�]�C Header to Header Face-nalled 2-Ibd Ib" o.c. alon ed es ��A Z I NO NOT=` 5 " CEILING JOISTS. ��Q�°9 ��To or Bottom Plate to Stud End--nalled 2-I6d er 2x4 stud 3-I6d per 2x6 stud 4-16d 12er 2x8 stud + + + + WINDOWS / SL. &L. DOORS AS MANUF. BY ANDERSEN 5TORMWATGH W/ ��/1�o Bottom Plate to Floor Joist,Band olsi:, Endjoist or Blockin ace-Haile - per foot INSUL. CLASS, IMPACT RE515TANT 8 DE51GN PRESSURE RATED A5 REQ'D I�/r1 FLOOR FRAMING BY CODE OR USE: STRUCTURAL PANELS FOR STORM PROTECTION- PROVIDE PRECUT, PREDRILLED PLYWOOD, 7116" THICK. Joist to 5111, Top Plate or Girder (Toe-nailed 4-8d l2er loTrt INCLUDE ATTACHMENT HARDWARE: Bridgingf3ridging to Joist Toe-nalled) 2-8d each end 2 1/2" NO.8 WD. SCREWS ® 16" O.G. F/ SPANS LE55 OR EQUAL Bloc in to Joist Toe-nailed 2-Sd each end ® 10" O.G. F/ SPANS BETWEEN 4 d b FEET, Grr �`�`• ° Blockin to 5111 or To Plate alledailed - each block AND ® 12" O.G. F/ SPANS BETWEEN 6 4 8 FEET. Ledger Stri to Beam ace-nalled 3-I6d each Joist Joist on Ledcler to Beam Toe-nailed 3-8d 1per Joist ®� `r 1 9 Band Joist to Joist (End-nailed) 3-I6d er Joist BUILDER TO VERIFY $ CONFORM TO ALL REQUIREMENTS. REVIEW OPTIONS I Band Joist to 5111 or Top Plate Toe-nailed) l2er oist WITH OWNER. ROOF SHEATHINe OPTION: PROV. 1"x4" PICTURE-FRAME TRIM (ALUM. GLAD) TO ATTACH 5TRUGT. f r. Structural Panels8d b" ed e / b" field PANELS. PREDRILL HOLES F/ HARDWARE, PROV. PLASTIC INSERTS TO PROTECT Plocional Board5heathing FROM WEATHER, ETC. (VERIFY DETAILS) �+`�,• I"xb" or 1"x5" I per support I"x10" or wider Iper support GEILINS SHEATHING CLI A T I C 4 � ®� A f H I sum Wallboard 5d coolers 7" ed e / 10" field �I Co, WALL SHEATHING D 5 I O I � C 17 I A : ?„ o Structural anels ad 6" edge / 12" field Fiberboard Panels �-�, DOUBLE TOP PLATE 2516" bd 3" ecl e /b" field AMERICAN FOREST AND PAPER A550G I ATI ON (AF�PA) �? 25/32" ad 3" ed e /6" field „ WOOD FRAME CONSTRUCTION MANUAL FOR 2- 51MPSON H72 I-28-21 155UED FOR PERMITS sum Wallboard 5d coolers 7" ed e / lo' field ONE AND TWO- FAMILY DWELLINGS. (2001 EDITION) CONNECTORS ® 16 O.G. AND CONSTRUCTION. Hardboard ad 6" ed e / 12" field Particleboard Panels 8d 6" edge, / 12" field Diagonal Board 5heathln 2 x(�" HEADER I"x6" or 12x8" 2-5d er support GROUND SNOW LOAD 30 P5F "x10" or wider 3-8d er sv ort FLOOR SHEATHING WIND SPEED s MATTITUGK 130 MPH (3 SECOND OUST) FULLL HEIGHT 5tructurol Panels WIND EXPOSURE CATEGORY B ( SUBURBAN, SEMI-WOODED) " or less ad 6" ed e / 12" field 5EI5MI0 DE51&N CATEGORY C cireorter than I" lod 6" ed e /6" field ' 4" HEADER TO STUD- Placional Board 5heathin WEATHERING AREA SEVERE G STUD BY 51MP5ON L5TA21 CONNECTOR 1"xb" or I"x82 - per supportW/ I6-IOD FASTENERS x O or wider 3-8d per support IGE SHIELD YES ROOF SHINeLES FR05T LINE DEPTH I'-4" Galt'. st1. Mtn. 12 ga. shank w/a min. 3/5" dia. head. fastener shall penetrate TERMITE AREA MODERATE TO HEAVY atk OW SILL Asphalt roof shingles through tie roofing materials and a min. of 3/4" Into roof sheathing and shall U.N.O. E roofingmanufacturer and provide no less than 4 fasteners per stripshin le. DECAY AREA SLIGHT TO MODERATE Nailing requlrements are based on wall sheathing nalled 6" on center at the panel edge. If wall sheathing is nalled WINTER DESIGN TEMP II STUD TO PLATE: 3" on center at the panel edge to obtain higher shear capacities,nailing requirements for structural members 51MP50N "HDU5" UPLIFT shall be doubled,or alternate connectors,such as shecr plates shall be used to maintain the load path. CONNECTOR W/ R" DIA. 2 When wall sheathing Is continuous over connected membi;rs, the tabulated number of nails shall be permitted to be ® REr CE N07E5 : TYPICAL AT CORNERS reduced to 1-Ibd nail per foot. OF BUILDING AND AT R302A Wall and ceiling flnlshes not including trim, door, and window frames shall have BOTTOM PLATEENDS OF 5HEARWALL5. a flame-spread classification of not greater than 200. Wall and telling finishes shall have a smoke-developed index of not greater than 450. ,� 1 �� ®� � e8302.14 Combustible Insulation shall be separated a minimum of 3 inches from II®`I4 recssed lighting fixtures, fan motors, and other heat-producing devices or 7�F I C AL. FR�tM I � I � I O T A I ,�,,., separated in accordance with the conditions stipulated in the fixtures listing. I I}� I /� °� /° Recessed lighting installed in the building thermal envelope shall meet the CONN 07I ON A FORCH 800 I. All work shall comply with the 2020 International Residential Code for one and requirements of Section N1102.4.5 two family dwellings, the 2001 Wood Frame Construction Manual and the A5GE-7-05. Contractor shall coordinate: any and all inspections as required to obtain certificate 8308 Glazing at hazardous locations shall have glazing protection In conformance with r308. In genera1,g lazing in all doors and fixed side panels, Glazings less than of occupancy on behalf of the owner. 60" above surfaces of tubs showers, etc. Glazing within 24" arc of doors In closed 2. All work shall comply with the New York State Energy Conservation Code. See position with sills less than 60" above floor. Glazings over Q square feet and less note 5. than 0" above finished floor. Glazing near stairways/landings. See complete text of 3. All electric work shall comply with the National Electrics Code. Electrician shall R308.4. Glazing for specifics on locations and exceptions. obtain fire underwriters certificate for all electric work and shall submit to owner. Provide all outlets and Junction boxes required for all appliances, pumps, equipment, 8308.6 Skylights and sloped glazing shall comply with this section and have fully etc. Contractor shall review service requirements, all lighting, outlets, fixtures, phone tempered glazing. jacks, T.V. cable jacks, etc. with owner as required for the full Installation and satisfaction of owners requirements and code compliance and shall provide some. R30cl Garage opening protection and separation required to be as noted and in Architect Is not responsible; for electrical designs for this project in any capacity. conformance with R30Q. Garage floor surfaces shall be sloped to facilitate the 4"x4" POST WITH 4. All plumbing work shall e:omply with the National Plumbing Code and all local codes. movement of liquids to drain toward the main vehicle entry doorway. I" AZTEK TRIM Gontractor shall review with the owner the requirements for plumbing installations including but not limited to fixtures, trim, accessories, etc. and requirements for water R310.1.1 All emergency escape and rescue openings shall have a minimum net clear W Z service and domestic hot water. Architect 15 not responsible for any plumbing systems opening of 5.7 square feet. 24" minimum clear opening height, 20" minimum clear e in any capacity. Contractor shall providsanitary system in accordance with the " " owners approved site plan and shall coordinate all inspections required for approval opening width, 44 max still height. � COMPOSITE of same. And surveys Indicating final tank locations shall be by owners surveyor. DECKING A5 SELECTED Contractor shall provide surveyor with information as required. . 1-� FINAL, INSTALLED STAIRWAYS, HANDRAILS, GUARDS SHALL BE INSTALLED IN FULL BY OWNER " x 18 GAUGE STEEL 5. All H.V.A.G. work shall comply with Article 10 of the CONFORMANCE WITH THIER RESPECTIVE GODE 5EGTION5. ARCHITECT 15 NOT N.Y.S. Uniform Fire Prevention RESPONSIBLE FOR THESE INSTALLATIONS. COLIED STRAP WRAPPED and Building Code and Energy Code. Contractor shall review all mechanical systems DECK JOIST W/ 12" MIN. I-- with owner for type of system to be provided (I.E. oil, gas, or electric hot water or R311.7 Stairways shall not be less than 36 inches in clear width at all points above the POST BEARING. NO. GSIB F---I �- air, etc) including air conditioning requirements. Architect Is not responsible for permitted handrall height and below the required headroom height. Handrails shall not I I BY SIMPSON heating or air conditioning systems In any capacity. project more than 4.5 Inches on either sideof the stairway and the minimum clear �T� 1-1 le b. Owner shall obtain any and all required permits prior to allowing contractors to width of the stairway at and below the handrail height, including treads and landings, 1 1I-e-y proceed with any of the work. shall not be less than 31.5 Inches where a handrail Is Installed on one side and 27 �j 7. All site work including sanitary system, vttl'ties, easements. setbacks, elevations, Inches where handralis are provided on both sides. The maximum riser height shall be LU drainage, retaining walls, etc. shall be In accordance with a site Ian prepared b the 2"x8" P.T. D.J. 0 16" O.G. I 9 g p p p y 8.25 and the minimum tread depth shall be a In conformance with 8314.2. Minimum I I "� � < � owners surveyor. The Architect Is not res onsible for site designs of an type, in an y P g y yp y headroom 6 8. All stairs shall be provided with Illumination in accordance with ^ Q Q capacity. Section 8303.4. Enclosed accessible space under stairs shall have walls, under stair P-q < C// Z 8. All work shall be performed by licensed contractors whom are experienced with surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. Hb HURRICANE TIE BY the type of work being performed. All contractors shall maintain liability insurance and (2) 2"x10" SIMPSON AT EA. DECK workers compensation insurance In connection with all work being performed In 8311.7.8 Handralls having a minimum and maximum heights of 34 inches and 38 inches, GIRDER JOIST TYP. ED LU project. respectively, measured vertically from the nosing of the treads shall be provided on "- j ] _1 9. All materials, systems, equipment, fixtures, etc. shall be Installed in strict at least one side of stairways. All required handrails shall be continuous the full O � compliance with the manufacturers written specifications and installation instructions length of the stairs with two or more risers from a point directly above the top riser F� ( � Q including all clearances for service, etc. of a flight to a point directly above the lowest riser of the flight. Ends shall be V (I UJ 10. All contractors shall warrant their work In writing to the owner for a minimum returned or shall terminate In newel posts or safety terminals. Handrails adjacent to GRADE j5 : Z period of two ears. t ' 1 P y a wall shall have a rice of not less than 1.5 inches (35mm) between the wall and the 1 11. The Architect shall not have control or charge of and shall not be responsible handrail. The handgrip portion of handrails shall have a circular cross section of 1-1/4 °I .a 1 tl for construction means, methods, techniques, sequences, or procedures, or for safety CIDinches minimum to 2-5/8 inches maximum. Edge radius of 1/5". 4"x4" P.T. POST, TYP. O programs in connection with the work or for acts or omissions of the contractor, subcontractors or any per=_ion performing any of the work, or for the failure of any of R312 Guards are to be a minimum of 36 Inches (QI4mm) in height. Open sides of stairs W/ GB44 ANGHOR TO O �o them to carry out the work 1n accordance with the intent of the contract documents in with a total rise of more than 30 inches above the floor or grade below shall have GONG. PIER. ad # that said responsibllty is the sole responsibility of the contractor. 12 DIA. SONOTUBE W/ 12. All exterior doors, roofing shingles,les, trim, siding, etc. shall be reviewed and guards (each side) not less than 34 Inches In height measured vertically from the a 3000 P51 GONG. MIN 36" @� approved by owner. nosing of the treads. (Second story guards are recommended to be higher.) ° BELOW GRADE 13. All interior finishes including but not limited to walls, flooring, tile, etc. shall be R314 Single and multiple-station smoke alarms shall be installed In each sleeping ° reviewed with and approved by owner. room, outside of each separate sleeping area in the immediate vicinity of the 14. All miscellaneous interior items including but not limited to doors, trim, fireplaces. bedroom, on each additional story of the dwelling, including basements The alarm a PR&D[E@4#0 2040 closet shelving, kitchen cabinets, shelving. hardware, etc. shall be reviewed with and devices shall be interconnected in such a manner that the activation of one alarm will approved by owner. activate all of the alarms In the individual unit. The alarm shall be clear) audible In all 15. Where existing walls, ports etc. are removed It is the responsibility of the bedrooms over backround noise levels with all Intervening doors closed All smoke contractor to provide temporary support, shoring, bracing, etc. as required, alarms shall be listed and installed in accordance with the provisions of this codea PROJECT5-2040 and the household firewarning equipment provisions of NFPA72. A-I.DWG ° a7 R315 Carbon monoxide alarms shall be Installed outside each separate sleeping area d r�)E51 C-7N ,1.0A 5: in the Immediate vicinity of the bedrooms. Where a fuel-burning appliance is located a a within a bedroom or Its attached bathroom, a carbon monoxide alarm shall be Installed within the bedroom. Carbon monoxide alarms shall be listed In accordance LIVE DEAD with UL 2034 and UL 217. 30 10 ROOF : SNOW .12 FI` R7023 A vapor retarder are required on the interior side of frame walls In Climate PER .12 PITCH Zones 5, 6, 7p8 and Marine 4 with the exception of basement walls and below grade 40 10 DECKS / PORCHES portion of any wall. 40 10 ROOMS OTHER THAN 5LEEPI NG ROOMS ✓ i" = I'-O" 30 10 SLEEPING ROOMS 8807.1 Attic access. An attic access opening shall be provided to attic areas that exceed 30 square feet and have a vertical height of 30 inches or greater. The 20 10 A17ICS WITH STORAGE rough-framed openinh shall not be less than 22 inches by 30 inches and shall be 10 10 AlTIGS WITHOUT STORAGE located in a hallway or other readily acceessibllocation. A 30-Inch minimum unobstructed headroom In the attic space shall be provided at some point above the access opening. See Section M1305.1.3 for access requirements where mechanical 2 Of 4 equipment is located in attic. REMOVAL NOTr=s: I. CONTRACTOR SHALL COORDINATE AND VERIFY REMOVAL OF ANY EXISTING GON5TRUGTION AND THE RELOCATION OF ALL MECHANICAL EQUIPMENT THAT 15 NECESSARY TO GOMPLETE NEW WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL LIMITS OF ALL EXISTING CONDITIONS THAT INTERFERES WITH THE CONSTRUCTION OF NEW WORK. EXIST. DWELLIPdG 2. ALL MATRIAL REMOVED SHALL BE PROPERLY AND LEGALLY (NO GHANGEj DISPOSED OF. cJmpip La° ° 1'-4"x 4'-6"x 4" THK. &MMUTIMU GONG. SLAB AT BOTTOM OF WD. STAIR EXIST. DWELLING 5TRINGER. G30MIgG3L`aimog mu 900 fl 9 8 (NO GRANGE) CONTRACTOR TO EXIST. ®U ��T I ®� �®T �• e e COORDINATE LOCATION FOUNDATION FND./ I=TCH.: @ Loll.@&M W/ STAIR. 12" DIA. CONCRETE FOOTING; TO A MIN. DEPTH OF 36" BELOW GRADE - ON UNDISTURBED GLEAN GRANULAR 501L w/ MIN. I TON PER 5.F. BR6. , o - - - GAPAGITY. OPT. REBAR: 2-#5 BARS, VERTICAL. w/ MIN. 3 COVER. O 2"x12" PRESSURE TREATED o `? o - SILL/TYP. ANCHOR BOLTS: . . x LEDGER BOARD w/ 3/8" - O x 2-2"x 6" (or 1-2x6 MIN) PRE55URE-PRE5ERVATIVE-TREATED (PPT) 51LL DIA. x 4 1/2" LAG BOLTS O NII PLATE (PROV. TYP. 51LL/WALL TIES WHERE REOV) OVER TERMITE EXISTING GONG. � ^ �� x- � � civ STAGGERED o 32 O.G. ' s „ „ ~- , STOOP TO BE in cv in SHIELD AND SILL SEALER w/ /a dia. ANCHOR BOLTS (7 MIN. EMBEDMENT. REMOVED AND 3"50UARE WASHERS) ® 36"o.c. 4 28"o.c. WITHIN 8 FT. OF CORNERS (2) 2 xl0 (2) 2 xi0 (2) 2 xl0 (2) 2 xl0 AND 12 MAX. FROM EACH END OF SILL PIECE. COORDINATE (� a PLACEMENT w/HOLD-DOWN BOLTS, AS REOV. TO CONNECT TO EX15T►NG GATE I 3 TO BE REMOVED _ _ = SHEARWALL STUD BRACKETS. (SEE DETAILS). -IFF - J - _ 4"x4" P.T. POST = I SILL/HALL TIES: _ .:- I�' x W/GB44 ANCHOR BY x III A-3 REQUIRED ONLY AT ROOF BEARING WALLS: PROVIDE SIMP50N GS20, t- EXIST. STAIRS d m III 51MP50N (TYP.IU cvi I m (20 Gage), 1 1/4" STEEL STRAP TIES ® 16"oc (AT EA. STUD w/MIN. 8- 8d ` ' `� {" � „C RAILING TO BE ' J ' •�- .�•• u NAILS, EA. END) WRAPPED UNDER 4 UP IN51DE FACE OF SILL, GUT TO EXIST. DECKING, FRAMING, III REMOVED - LENGTH AS REQ'D. (SEE DETAIL) FOOTING, ETC. TO BE I ( I p v :; :; .. .; HOLD-DOWN BOLT: III REMOVED IN THEIR ENTIRETY. EXISTING GATE ¢ I - O CL SIMILAR TO TYP. ANGHOR BOLT, EXCEPT 5PAGED AS REOV. TO III O ANCHOR 5HEARWALL 5ECMENT5. (SEE 5TND. DETAILS). CONTRACTORS III TO BE REMOVED 12" DIA. SONOTUBE O _ I'-4"x 5'-3"x 4" TRK. MUST COORDINATE PLAGEMENT OF ALL BOLTS (BEFORE GON5T TO I III I N MIN. 36" BELOW x GONG. SLAB AT INSURE ALIGNMENT OF BOLTS t STUD BRAGKET5. OPTION: (INSTEAD m cvI I m BOTTOM OF NO. STAIR OF H02A'5 4 BOLTS): U5E STRAP TIE HOLDOWN, 51MP50N 5THDIO III I I iv GRADE W/ 3500 P51 � STRINGER. III ' GONG. (TYP. 11) N EMBEDED IN FND. WALL $ EXTENDED UP OUT5IDE FACE OF WALL AS 1-28-21 ISSUED FOR PERMITS COORDINATE GONTRACTOR TO REQ'D. [SEE FLOOR PLAN FOR 5HEARWALL SEGMENTS]. AND CONSTRUCTION.. �I „ (2) 2 x 10 (2) 2 x 10 (2) 2 x I O LOCATION W/ STAIR. EXIST. DECK EXIST. RAILING GONGRETE. POSTS TO BE TO BE REMOVED LINE OF NO. 4x4 P05T ALL CONCRETE TO BE STONE AGGREGATE, WITH A MINIMUM (28 DAY) REMOVED 1'-4"x 7'-6"x 4" THK. I DECK ABOVE STRENGTH OF 3000 P51, EXCEPT USE 3500 PSI, FOR ALL EXTERIOR GONG. SLAB AT U5E5; INGLUDING GARAGE SLAB, ETC. BOTTOM OF NO. STAIR - 5TRI NGER. GONTRAGTOR TO - COORDINATE CONCRETE 07EB LOCATION W/ STAIR. �- R 1�CVAL PLAN 6' •. I4" 6'-5 I/4" 6'-5 I/4" 61-51/411 4" I. ALL CONCRETE WORK SHALL CONFORM TO AGI 301-Qa; SCALE: I/4" = I'-O" EXONCRETE 5LAB5 SHALL BE 5500 PSI STONE CONCRETE; ALL TERIOR CONCRETE WORK SHALL BE 4000 P51 AIR-ENTRAINED. SLABS ON GRADE SHALL BE NORMAL WE I CHT CONCRETE. '�I j�( 2. ALL REINFORCEMENT SHALL BE DEFORMED TYPE ® I �►�� I ® I � �� I �l INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING TO ASTM f- A-615 GRADE 60. 3. TEMPERATURE REINFORGEMENT, SPLICES, SUPPORTS FOR REINFORCEMENT SHALL CONFORM TO REQUIREMENTS OF AGI-318 4. CONTINUOUS REINFORCEMENTS SHALL BE LAPPED 48 DIAMETERS AT SPLIGE5 AND GORNER5 AND HOOKED AT NON- CONTINUOUS END5 OR EXTENDED 24 BAR DIAMETERS UNLE-55 OTHERWISE NOTED. DETAILING OF ALL REINFORGEMENT SHALL BE IN AGGORDANGE WITH AGI 5P-66. (88) I ! v EXISTING ROOF I 5. PROVIDE TWO #5 ALL SIDES FOR OPENINGS IN CONCRETE t-- (NO CHANGE) WALLS UNLE55 OTHERWISE NOTED. EXTEND BARS 2'-0" BEYOND I I / OPENING; HOOK ENDS. / \ I 6. PROVIDE SLEEVES AND BOX OUT FOR OPENINGS FOR EXIST. / \ EXIT MECHANICAL TRADES. OPENIN65 SHALL BE PLACED SO AS NOT PITCH TO AFFECT THE STRENGTH OF STRUCTURAL MEMBERS. FRAMING NOTES: EXIST. DWELLING ( / I ' ! _ i ;' I \\ I. ALL FRAMING LUMBER SHALL BE GRADED STAMPED DOUGLAS (NO GHANGE) ( I / ; ! 412 I 4:1211 \\ i I FIR-LARCH STRUCTURAL GRADE N0.2 OR BETTER. PITCH ;PITCH, I \ 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I. 5/8" MIN. LINE OF THICKNESS OR A5 NOTED. EXIST. ROOF 3. ALL 5UBFLOORING TO BE APA RATED STURD-I-FLOOR. " EXPOSURE I. 3/4" MIN. THIGKNE55. ALL EDGES OF PLYWOOD TO W Z N I I s / I i I I �- '-- \ BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD N _ I I I 5UBFLOOR TO FLOOR JOISTS. - -. .. d -�`�- -_----- - _ . 1 /,/_ I ! \\ 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH - -- -- - - LINE OF -� j' ? I \ DOUBLE UPRIGHTS, Q'-O" AND OVER WITH TRIPLE UPRIGHTS. ALL W O - m --- - ----- - / - I H ROOF ABOVE HEADERS SHALL BE A MINIMUM OF 2-2X8 OR AS 5HOWN ON - -- -- : - DRAWINGS H ~ -- ---- LINE OF BOXED I 2"xl8 R.R.- - - - ; - I 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND -1 -- I i ' ----- COLLAR TIE ® I6 O.G.- ---►n - -- --- PORTION OF NEW 4 I FLOOR BEAMS A5 PER N.Y.S. GORE OR AS NOTED ® 8'-O" O.G. W Q- rn I - -- - ABOVE. - --- ------ -- ----- --- DECK N6 AS SELECTED I ROOFS. C) ---.- ----.- RO TO MATCH EXIST.5T --- ---- ---- PROVIDE 2" AIR SPACE FOR AIR CIRCULATION IN - - I BY OWNER. ADJ. ROOF SLOPE. 1 ! i; ! �i 6. DOUBLE FRAMING AROUND OPENINGS(skylightsstalrs etc.) OR AS ii NOTED ON DRAWING5. O L� - I i -- 7. DOUBLE UP FRAMING ON ALL POSTS AND PARALLEL PARTITIONS O 2x18 R.R. _ - _ --_---.- ------ -- - i ' I OR AS NOTED ON DRAWINGS. PROP SED I I A-3 8. ALL FLUSH WOOD GONNEGTIONS SHALL BE FASTENED WITH 1�I UJ n ® I6" C.G. SCREEN ROOM - ----_ PROVIDE STEPS u� I RAILING TO I RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR ISI CD z ---- --------- - - - - CODE I j I APPROVED EQUAL. O PITCHPITCHPITCH j a. NAILED WITH 8D @ 4" O.G. Fey i 14:12 � PLYWOOD SHEATHING TO BE - - - - - - - - - - - - - - - - I 1 t4:12 I EXTERIOR EDGES AND 6D ® 12" O.G. INTERMEDIATE. - --------- -- _ _ �n V 6'-0" MIN I I I i 10. RAFTERS SHALL BE ATTACHED TO THE PLATE AND ' - _ I I ALL ROOF SEPARATION PER i / j I I I I STUD WITH GALVANIZED HURRICANE TYPE H7 CONNECTORS BY m m / TOWN OF SOUTHOLD "SIMPSON" OR APPROVED EQUAL. °° 0 CUSTOM SCREEN REQUIREMENTS. - - ± 11. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI ►n PANELS THOUGH NOT SHOWN, PROVIDE O WHITE ALUM. GUTTERS AT ALL NEW 5ERIE5 WOOD-I-BEAMS AND LVL PRODUGT5 OR EQUAL. ALL ROOF AREAS AND TIE INTO JOISTS, 61RDER5 AND HEADERS SHALL HAVE BEARING o # STIFFENERS INSTALLED AS PER MANUFACTURERS ❑ ❑ ❑ I I ! I' ND5TINeD.OWN5POUT LOCATIONS @ o _ _ _ _ _ _ - -I REGOMMENDATION5. WEB STIFFENERS SHALL BE REQ'D AT ALL a O I LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1-3/4" LVL 4"x• P05T TO ,- „ m ROVIDE BE IZAPPED IN 6-10 ILIN6 \ RIM JOI5T SHALL BE REO'D AT FLOOR PERIMETERS. HANDLING, ° o ° I ASK TRIM - - - - - - - - STEPS TO STORAGE, AND EREGTION OF COMPONENTS SHALL BE AS PER pG30dCC�4#° 2040 -- --- Q CODE \ MANUFACTURERS RECOMMENDATIONS. 12. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. MACHINE BOLTS ® 12" O.G. @&D ��d�o PROJEGT5-2040 6'-5 1/4" 6'-5 I/4" 6'-5 1/4" , 4'-6 3/4" � 13. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. -2.D G ®® I V 14. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR {v v i EXIST. GARAGE BEAMS, (NO GRANGE) SCALE: I/4" = I'-O" SPACING NOT TO EXCEED 8'. 20'-0" D n ° ROOF-' INC NOTES: I. ALL ROOF SLOPE AREAS SHALL BE 40 YR. ASPHALT SHINGLES BY TIMBERLINE, GOLOR TO MATCH EXIST. ON 30 LB. FELT AND 3/4" C0V - � F0 C FLAN SQUAfi� �OOTA0E5: COX. PLYWOOD. SCALE: 1/4" = 1'-O" FIRST FLOOR: 2. PROVIDE GRADE IGE 4 WATER SHIELD AT LOWER 36" OF ALL SLOPED ROOF AREAS AND AT ALL VALLEYS. EXIST. FIRST FLOOR = 1,374.28 5.F. PROPSED SCREEN PORCH ADDITION = 344.15 S.F. OGS] my MO°o 5 of 4 30 YR. ARCHITECTURAL f ASPHALT ROOF SHINGLE5 TYP. AS SELECTED BY 51DINO TO OWNER MATCH EXIST. 2"x10" RIDGE BEAM ±4 ME H@L%Hgm MWIMIR - - (MATCH EX15T) NOMIEO3CZ1IMP9 HU i1 sm 30 YR. ARCHITECTURAL — 6M.Tp'N"0 d d ASPHALT ROOF SHINGLES - TYP. AS SELECTED BY OWNER MI n ��ILO " j / \ / / L 12 4"x4 WRAPPED PROVIDE STEPS 2"x8" R.R. 16" O.C. ±4 IN I" AZEK TRIM / / RAILING TO (MATCH EXIST.) GODS W/ 3/4 G X PLYWD. 30 LB. F LT, TYP. PROVIDE ALUM. 17 --- GUTTER. TIE INTO EXIST. LEADERS \ / \ CUSTOM (2) 2"x6" G.T. WRAPPED IN AZEK. \ / \ + -5'-O" O.G. IN LINE WITH — — — — SCREEN T.O. GIRDER ® / l - - - - - - - - - - DOOR f POSTS) r0 -•. AFD ' -��' �.�... T4G GEILINC- I + — — — — — GRADE _ :,= f (2) 2x8 HEADER I AZEK TRIM CUSTOM 50REEN (OPTIONAL) PROVIDE BEAD PANELS PROVIDE (2) 3'-0" x 6'-8" BOARD 5KIRTIN& HEADER D AROUND SCREEN DOORS 4 STEPS l�J 4 RAILING TO CODE 4x4 POST WRAPPED 1-2&-21 SS D FORO NER IN I" AZEK TRIMO I/VI �/A _ REVIEW. AR) � �ON� PROPOSED SCREEN ROOM CUSTOM SCREENED PANELS J"x6" COMPOSITE INE OF NE 4LINE OF EXI5TIN6 DECKING AS SELECTED BY OWNER. 30 YR. ARCHITECTURAL ADDITION DWELLING T.O. DEGKINC� J -__ r5ELF IYLESP AS STEB 0'-0" (datum) p -- OWNER cj w GRADE - -- (2) 2"x10" - tY +I + GIRDER + mU I..„ " I -- N GRADE 2x10P.T. I: I I: + t4 i i.. I x1 I.. (2) 2 0 P.T. «-' D.J. @ I6" O.G. �.. 4"x4" P.T. POST, TYP. � GIRDER. . W/ GB44 ANCHOR TO a - ' 12" DIA. r • SONOTUBE W/ GONG. PIER. 3000 PSI GONG. - A •• (OPTIONAL) n 114 MIN 36" BELOW PROVIDE (2) 3'-0" x 6 8 GRADE A m SCREEN DOORS 4 STEPS < 4 RAILING TO CODE a a <d <G <d 00, 100 10, 1 EXI5TIM6 5101NO TO REMAIN 00 it ' ► 11111 CUSTOM SCREEN PROVIDE STEPS PROVIDE BEAD PANELS 4 RAILIN6 TO BOARD SKIRTING CODE U -\Z ks) Z W Q O 7*10"FIGAL NOTES: v I INF C�1= FXIS LINE OF NEW �/ Q LU � HEADER: DWELLING � � ADDITION EXT. W LL• 2"xb8 " STUDS @ I6"o.c. AT e>' HT. w/ R-la IN51i SHEATHING: 1/2" MIN. COX MIN. HEADERS: 3-2"x8" AT 2x6 WALLS, AND 2-2"x8AS " AT 2x4 ASPHALT ROOF SHINGLES 1 LI 1-1--1 Z ARCHITECTURAL z PLYWOOD, EXTEND TO COVER FULL TOP, SOLE 4 SILL PLATES. THEN COVER WALL5/PARTITION5, UNLESS NOTED OTHERWISE N.N.0). 5PAN5 OF A w/ 15 LB. FELT or TYVEK W.P. MEMBRANE6 (OR EQUAL). VERIFY '-O" AND OVER; SUPPORT w/ DBL. 5TUD5, ct'-O" AND OVER;SUPPORT TYP. A5 SELECTED BY Jl_I O 510ING/REQMT5. 4 ALL FIN15H TRIM (AS APPROVED BY OWNER). w/ TRIPLE STUDS. PROVIDE METAL TIES (SIMPSON LSI or EQUAL) OWNER O CQ FROM HDR. TO JACK STUDS AT EXTERIOR WALLS SUPPORTING ROOF < STRUCTURE. 0 N. > ROOF I NC ARCHITECTURAL GRADE (MIN. 30 YR. RATING) ROOF 5HINGLE5 (AS SELECTED FASGIA/ SOFFIT: BY OWNER) OVER 15 LB. FELT 4 3/4" MIN. COX PLYWD. SHEATHING. USE 6 I"xb" FASCIA w/ 2"x 506-FA5GIA (AS NEEDED), SOFFIT: MATERIAL (TBD) IU NAILS PER SHINGLE 4 PROVIDE ICE SHIELD UNDERLAYMENT AT FIRST 24" MIN. CONTINUOUS SCREENED VENT, VERIFY ALL DETAILS, TRIM, ETC. - OPT. FROM ALL ROOF ED6E5/BREAK5. ALL FASTENERS 4 FLASHING TO BEO VERSATEX TRIMBOARD (or equal) AND/OR T46 WOOD TRIM AS SELEGTE CORROSION RESISTANT. INCLUDE GUTTERS 4 LEADERS, AS APPROVED BY OWNER00 ROOF TIES: SUB—FLOOR: 4"x4" WRAPPED O PROVIDE SIMPSON, C520 STRAPS, GUT TO LENGTH F/ MIN. 8- 8d NAILS, EACH 3/4" THICK, A.P.A. RATED PLYWOOD, ALL EDGES OVER SOLID BLOCKING, < IN I" AZEK TRIM a END OF STRAP,AT EACH RAFTER ® 16"o.c. USED TO TIE ROOF RAFTERS TO \ o 4 NAIL PLYWOOD TO FLOOR JOISTS/FRAMIN6. - (VERIFY SPECIFIC � WALL STUDS, BELOW. VERIFY PROPER ALIGNMENT OF STUDS 4 RAFTERS FOR UNDERLAYMENT REQUIREMENTS FOR ALL FIN15H FLOOR MATERIALS AS CUSTOM SCREEN (OPTIONAL) CONNECTION OF TIES. SELECTED BY OWNER). PANELS � PROVIDE (2) WA TIES: RIM BOARD: 1 11 b,_8„ pG30d[�C�4#o 2040 SCREEN REGUI RED ONLY ON (2 STORY HT) ROOF SUPPORT WALLS : WHERE UPPER AT TJI ENGINEERED FLR. JOISTS, BY WEYERHAEUSER, ILEVEL;USE MIN. I" < CUSTOM SCREEN / LEVEL 5TUD5 ALIGN WITH LOWV4 ER LEVEL 5TU05: TIE STUDS TOGETHER w/ BOARD (or EQUAL) EXCEPT AT PORCH 4 DECK MAILERS;USE " RIM BO, DOOR / DOORS 4 / STEPS 4 o PROJECT5-2040 51MP50N 0520 STRAPS 0 16"o.c. USE MIN. 7-8d NAILS, EACH END OF STRAP. ALL INSTALLATION DETAILS MUST FOLLOW MFR. SPECIFICATIONS. USE 2- / _ RAILING TO A-3.DW6 (SEE STANDARD DETAILS, DWG. I). VERT. SQUASH BLOCKS (PER J5T.) UNDER ALL BEARING PARTITIONS 4 Pc CODE SILL/WALL TIES: — — — ` � � DG3G��M9�aC�#o REQ'D. ONLY AT WALL5 SUPPORTING ROOF 5TRUGTURE : USE 51MP5ON G520, GRADE 20 GAGE STEEL STRAPS @ I6"o.c., GUT TO LENGTH AS REQ'O. FOR 1-8d NAILS, EA. END. WRAP FROM UNDER ANCHORED SILL 4 UP OUT5IDE FACE OF WALL, IN LINE w✓ STUDS. (5EE DETAIL, DWG. 1) PROVIDE STEPS PROVIDE BEAD BOARD SKIRTING 4 RAILING TO CODE NORTH L� VA7 1 ON SCALE: 1/4" = I'-O" OMIRC4 ma 4 of 4