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HomeMy WebLinkAbout48315-Z rak 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 APPRO"V"ED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 48315 Date: 9/21/2022 Permission is hereby granted to Gobel Leif 1100 N Sea Dr Orient, NY 11957 To: construct sunroom addition (unheated and no plumbing) to existing single-family dwelling as applied for per ZBA approval. At premises located at: 1100 N Sea Dr Orient SCTM # 473889 Sec/Block/Lot# 15.-3-38 Pursuant to application dated 9/21/2022 and approved by the Building Inspector,. To expire on 3/22/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $300.80 CO-ADDITION TO DWELLING $50.00 Tl: $350.80 Total0 ,. Building Inspector BOARD MEMBERSwl �P Southold Town Hall Leslie Kanes Weisman,Chairperson ,�, � 53095 Main Road•P.O.Box 1179 " Southold,NY 11971-0959 Patricia Acampora p-,,, 41 Office Location: Eric Dantes „ Town Annex/First Floor, Robert Lehnert,Jr. � 54375 Main Road(at Youngs Avenue) Nicholas Planamento Southold,NY 11971 http://southoldtownny.gov RECEIVED ZONING BOARD OF APPEALS & §Lu�C 11'Li9 AKA TOWN OF SOUTHOLD SE k 1 9 2022 Tel.(631)765-1809•Fax(631)765-9064 PSOAU�Wol ftbw C IerkS FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER 15,2022 ZBA FILE: #7690 NAME OF APPLICANT: Lorelei and Leif Gobel PROPERTY LOCATION: 1100 North Sea Drive,Orient,NY SCTM#1000-15-3-38 SARA DETERK1 ION: 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. SUFFOLK COI.,N"I`Y ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 thru A 14-25,and the Suffolk County Department of Planning issued its reply dated June 22, 2022 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a 19,518.60 square foot nonconforming parcel located in the Residential R-40 Zoning District. The northerly property line measures 145.00 feet,the easterly property line measures 137.77 feet, the southerly property line measures 140.00 feet and is adjacent to North Sea Drive, the westerly property line measures 140.94 feet. The parcel is improved with a one-story frame residence with an attached underground two car garage. There is an attached wood deck in the rear of the residence with an attached step-down wood deck. There is a fi-ame wood shed located in the northwest area of the property as shown on the survey map prepared by Joshua R.Wicks,LS,and dated June 6,2022 BASIS Ole.A L KATION: Request for Variances from Article 11I, Sections 280-15 and the Building Inspector's May 25, 2022 Notice of Disapproval based on an application.For a permit to legalize and"as built"accessory shed and construct a sunroom addition to an existing single-family dwelling at; 1 located in other than the code permitted. rear yard; 2)reverse a prior variance condition on Appeal No. 5696 that requires the deck to remain open to the sky; located at: 1100 North'Sea Drive, Orient,NY, SCTM41.000-15-3-38. LIEF REOLIETED: The applicant requests variances to legalize an"as built"accessory shed and to construct a sunroom addition to an existing single-family dwelling The proposed sunroom addition over an existing deck, on this nonconforming 19,518.60 square foot parcel in the Residential R-40 Zoning District, is not permitted pursuant to a ZBA#5696 in which the rear deck addition of the single-family dwelling was subject to the condition that the deck remain open to the sky. The plans submitted by architect,Joseph Michael Grazter show that the original deck , Page 2, September 15,2022 #7690, Gobel SCTM No. 1000-15-3-38 will be the proposed sunroom and the new step-down deck will remain open to the sky. In addition,the"as built" accessory shed is not permitted pursuant to Article IR, Section 280-15, which states accessory buildings and structures shall be located in the required rear yard. The shed is partially located in the side yard. ADDITIONAL INFOMATION: The ZBA in 2005 granted variance#5696 to previous owner for an extension to an existing deck. This step-down "as'built" addition was granted but was conditioned that the original and the as built addition to the deck remain open to the sky. The original deck has been in place since 1969 and the applicant is proposing to enclose the portion of the deck that did not require variance relief. The applicant indicated during the public hearing that they were unaware of the condition to keeping both decks open to the sky when they received variance relief. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on September 1,2022 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 1 . Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood has other homes that have undergone renovations over the years. What the applicant is asking will not harm the character of the neighborhood because it will be well screened from view by a high solid wood fence in the rear yard. The "as built" shed was put in the current location as the applicant's rear yard is very small and there is a very large tree the applicants wanted to keep to provide shade for the area. Also, the rear bedroom bumps out northerly to the backyard and if not for that room the shed would be in the rear yard location as allowed by town code. 2. Town Law_&267-b(3}ibI12`l. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue,other than an area variance. The limitations on the size of the rear yard make it impossible for the shed to be moved. Also, the property is very sloped and locating the shed somewhere else is not possible. The already attached original rear deck would be the only solution to the creation of the proposed sunroom. 3. Town Law 267'-b b . The variances granted herein are mathematically substantial, representing 100% relief from the code for the deck and 100%for the shed. However, if not for the rear bedroom which bumps out to the north the shed would be located in the rear yard. The configuration of this parcel makes it difficult to conform to the code. 4. Towyn Law 267-b 3 l 4 . No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 267-b 3 b S . 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 §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a sunroom and"as built" shed while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. Page 3,September 15,2022 #7690,Gobel SCTM No. 1000-15-3-38 RESOLUTION OF THE BOARD:In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Acampora,seconded by Member Lehnert,and duly carried, to GRANT the variances as applied for,and shown on the survey map prepared by Joshua R. Wicks,LS dated June 6, 2022, Floor Plans prepared by James Deerkoski, LPE, dated April 4, 2019 (sheets A-3 & A-4), and Architectural Plans prepared by Joseph Michael Grazter,Architect,(Sheets 1,2&3)undated and received June 21,2022. SUBJECT TO THE FOLLOWING CONDITIONS:. 1. The proposed sunroom addition shall remain unheated and without plumbing. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That tire above conditions be written:into the Building Inspector's Cert fcate of Occupancy, when issued 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. 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 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, or demolitions, are not authorized under this application when involving nonconformilles 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. IMPORTANT TIME LEMTS 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 OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE.CODE REQUIRED TIME MAIC DESCRIBED HEREIN.Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy,nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes:Members Weisman(Chairperson)Dantes,Acampora, and Lehnert. This Resolution was duly adopted (4-0) (Member Planamento Abstained) Leslie Kanes Weis an, Chairperson Approved for filing 71,6 /2022 }�= «m - 0--M Fan, h f\\ \ � E \. ) c ) %■ [ < 2 % 2 2 ( 2 0 ( i / \ ' 2 m z f � o § k / % k ) M §fA n % § / j � (D / , ch 0. � g ( ii t � ; �A B *„ Y Iwtlt or ere CERTIFICATE OF INSURANCE COVERAGE �. � Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier la.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured Sunview Enterprise Inc 631-456-5057 248 Rt 25A Suite 3 Setauket, NY 11733 1 c.Federal Employer Identification Number of Insured Work Location of Insured(Only required if coverage is specifically limited to or Social Security Number certain locations in New York State,i.e.,Wrap-Up Policy) 26-3406662 2. Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) AmGUARD Insurance Company Town of Southold 54375 Main Rd. 3b.Policy Number of Entity Listed in Box"1a" P.O. Box 1179 DB00377982.1 Southold, NY 11971 3c. Policy effective period 07/11/2021 to 07/'11/2022 4. Policy provides the following benefits: Q A.Both disability and paid family leave benefits. ❑ B.Disability benefits only. F] C.Paid family leave benefits only. 5. Policy covers: A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. r+ Date Signed 04/21/2022 gy ,/ ac (Signature of insurance carrier'sauthorized representative or NYS Licensed Insurance Agent of that insurance carrier) p Tele hone Number 800-673-2465 Name and Title Vice President of Sales IMPORTANT: If Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier, this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 413,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box 4C or 56 of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS'Workers'Compensation Board, the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note: Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. D113-120.1 (10-17) ga � � �� ��a� � � �I DB-120.1 (10-17) AC "R" CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 1 04/2112022' 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(les)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 ri hts to the certificate holder in lieu of such endorsement(s). NT PRODUCER RCdAM,E.C Melissa Dale Melissa Daley HONE01 9 No 631-542-0101 AIS' NSI: 631-532-4195 85 Echo Ave E-MAILADS ass: melissa.daN amefican-national.com INSURERS AFFORDING COVERAGE NAIC# Miller Place NY 11764 INSURERA: Farm Family Casual Insurance Co. 13803 INSURED INSURER 0: Sunview Enterprise Inc. INSURER C: 248 Route 25A Suite 3 INSURER 0: INSURER E. East Setauket NY 11733 INSURER F a COVERAGES CERTIFICATE 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. INSR TYPE OF INSURANCE POLICY NUMBER MPOLICY EFF MMPOLICY EXPLIMITS LTR... A X COMMERCIAL GENERAL LIABILITY 31521­9412 09/25/21 09/25/22 EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE OCCUR PR04 e1S(,Ea occcuunPnre $ 100,OOD X Contractual Liability MED EXP(Any oneperson) $ 5,000 PERSONAL$ADV INJURY $ 1,000,000 yG�E^N'LAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 �hI POLICY❑JPdR1° F—] LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OT'H'ER: $ A AUTOMOBILE LIABILITY 3152C6729 11/25/21 11/25/22 COMBINED SINGLE LIMIT $ 1,000,000 Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY +� AUTOS BODILY INJURY(Per accident) $ X HIRED NON-OWNED gPERTYDAMAGE $ AUTOS ONLY AUTOS ONLY Pdi al nl UMBRELLALIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER O - AND EMPLOYERS'LIABILITY YIN R ANYPROPRIETORIPARTNER/EXECUTIVEEl NIA E.L.EACH ACCIDENT $ OFFICERIMEMBEREXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Sunroom/Replacement Window Installation/Carpentry Building permit application. CERTIFICATE HOLDER CANCELLATION Town of Southold Building Department SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 54375 Main Road THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN P.O. Box 1179 ACCORDANCE WITH THE POLICY PROVISIONS. Southold, NY 11971-0959 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 12016/031 The ACORD name and loan are registered marks of ACORD YEW Orr YORK CERTIFICATE OF Compensation ,,,STAT�. rd NYS WORKERS COMPENSATION INSURANCE COVERAGE Boa 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured SUNVIEW ENTERPRISE INC 631-872-3381 248 Rt 25A Suite 3 1c.NYS Unemployment Insurance Employer Registration Number of Insured Setauket, NY 11733 N/A Work Location of Insured(Only required if coverage is specifically limited to 1d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-Up Policy) Number 248 Rt 25A Suite 3, Setauket, NY 11733 26-3406662 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) NorGUARD Insurance Company Town of Southold 54375 Main Rd. 3b.Policy Number of Entity Listed in Box"1a" P.O. Box 1179 SUWC348377 Southold, NY 11971 3c. Policy effective period 04/01/2022 to 04/01/2023 3d.The Proprietor,Partners or Executive Officers are included.(Only check box if all partners/officers included) XQ all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"1 a"for workers' compensation under the New York State Workers'Compensation Law. (To use this form, New York(NY)must be listed under ISA on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form,if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,1 certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Dave Simmons (Print name of authorized representative or licensed agent of insurance carrier) .r Approved b �` 04/21/2022 PP Y 'd, (Date) Title: Vice President of Sales Telephone Number of authorized representative or licensed agent of insurance carrier: 800-673-2465 Please Note:Only insurance carriers and their licensed agents are authorized to issue Form C-105.2.Insurance brokers are NOT authorized to issue it. C-105.2 (9-17) www.wcb.ny.gov LU ' 1• Y a� O a S (�(.r_ f1 ,� �O-" � F:16�rite ���C�i - -.•_ � i��, G POW Z pi y crt a N t t a X40'* i Wti f a V l z LL {y ,. m '� � �.ri;^,LLa in ry 15 4 art wa ;N. X t57- PLOT PLAN ZONE: WR-QO» HE .A...._,.... , N77°30'00"1 145.00' r SCALE: I"=20' PROPOSED NEW _ B0 4 • EXISTING CONCRETE , SUNROOM ADDITION. EXISTING REAR • EXISTING SQ.FOOTAGE HOUSE=134.5 FT-2 HANDICAP RAMP DECKS TO REMAIN _ INSTALL . 1 D=8'X16'-128FT.2 NEW ADA EXISTING SQ.FOOTAGE REAR SHE COMP_LIANT HANDRAIL •M.. EXISTING S.FOOTAGE FRONT R/O PORCH ROOF=4' X 4'=16 FT.2 •' Zi' • -•� h PROPOSED REAR �Q 1 1 PROPOSED SQ.FOOTAGE REAR SUNROOM ADDITION=11.83'X 21'=248.43 FT.2 SUNROOM ADDITION '. - z ^ ' ,.,. NOT HEATED PROPOSED LOT COVERAGE=1334.5+128+16+248.43=8.84%OK ""Q' Ca t NOT FINISHED 4 � 19,525 tV ( •�'• NOT HABITABLE ' THE HOUSE IS LOCATED IN A HIGH WIND-BORNE DEBRIS REGION; O Underr� - HOWEVER,THE HOMEOWNER IS INSTALLING STRUCTURAL SHUTTERS rj y - CONFORMING TO TABLE R301.2.12 2020 RCNY.THEREFORE,THE GLASS FOR " ' • • • -• •• •r w / •, C77 THE WINDOWS/DOORS ALREADY INSTALLED IS NOT REQUIRED TO ..�: "$ " .,.•, M INSTALL NEW RAILING AT �„ � •,�.•, 1'-0 ,^ • � 1'-0' EXISTING HANDICAP RAMP -.CONFORM TO THE LARGE lAIISSLE TEST ASTM E1886 AND Ei996 : . . - =t: CONFORM TO ;• , �` ss•> xs-fir �' Z2 R311/R3123 .12020 1 s .!• Q �0 SLIDiMG SLIDING SLIDING =,� W ( -- ao _. vn�Dnv vD+mv vD+nav + co ADA 4.8.3-WIDTH=4'-0 >3'.0"OK �„" '• •• PQ '•r j ------------- ' '''• ' fn ADA 4.8.4 LEVEL SURFACE AT TOOP&BOTTOM OF RAMP • • �a i T y rt tt Mw4 ` '': •'- ADA 4.13.6 DOORS AT END OF RAMP SHALL BE AT LEAST 36"WIDE OK • ,« � W •y ADA 4.8.5 HANDRAILS REQUIRED ON BOTH SIDES>6"RAMP HEIGHT. sass cuss � ADA 4.8.5 EXTENSIONS-12"RAMING EXTENSION REQUIRED AT TOP&BOTTOM OF RAMP. '• � ' " '� •�.t o ADA 4.8.5 CLEAR SPACE BETWEEN HANDRAIL AND WALL SHALL BE 1%"MIN. + ` �`'I _ ADA 4.8.5 TOP OF HANDRAIL GRIPPING SURFACE SHALL BE 34"38"ABOVE RAMP SURFACE. '; F-a 4 � EXISTING HANDRAIL ALLOWABLE DEFLEc710oOF STRUCTURAL MEKWRS aA TOREMAIN EXISTING P.C. � STRUt;7VRAl.fYlEMBER �A� � '• � U p � HANDICAP RAMP t C4 HANDICAP f 1:12 83% greater than 3:12 with no finished ce ft attached to . Luso lhtecior walls and partitions W180 ' « U � r _ 467.35' deck floors) * U360 ;J S' 4029*30"y'V 140.00 r O EXISTING DECK GIRDER . � INSTALL 2 NEW P.C. EXISTING DECK JOISTS ilk fin�ishea fala�ster stucco + ) ! $ •, 2-2"X 8"W/ SONOTUBE PIERS ^( 2 X 8 AT 16 O.C. �"' a ''�,'� a...»�......un..-�•�...... Ii r 7f f! " •••r►•wr y'....•r rrrww(,rrr•(,w• awr••r Q•►rw.Q'•'-•••�•.si9 -r,... :iwir shm(gymm board,etc) Lao 2-'/2"DIA.THRU BOLTS 16"DIA.X 3'-0" CONFORMS TO TABLE Al Other trherr>berni , .0 "tt a ;~ `'4 •� PER POST.CONFORMS TO BELOW GRADE R507.5 2020 RCNY REAR ELEVATION Lrz4o . » . . , ...•. . ... 1 .••r•S,• ,r Rsr.,�•r•L TABLE 8507.6 Z0Z0 RCNY Exterior walls-wind loads'with piasar or stucco finish SCALE: I/s"=1'-0" Extaiorwa�wkh other txittle fsr> s a f Drive • PROPOSED REAR 4'-6%» EXISTING STEPS Exterior wepa witlh tot ble fa>Esrhes W1201 EXLPOSURE "B» SUNROOM ADDITION TO GRADE - �s aua masonry veneer wale NOT HEATED QST' 1A00 TABLE 8301.2 (1) .0-.I •0-•1 4 RISERS @ 8" _ NOT FINISHED 1" span renqu►,x=sp'"taSplq. •� � M r .0-.tZ 3 TREADS @1 NOT HABITABLE , a 1h e,dnd load eAeli be psrr�t0ed to be Men as 0.7 come ew compo a t and t road•for 9,e puTow of aye deterrr**vg CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA EXISTING HANDRAIL e t Md be es Woe see ten�u►gtsw e��: `Z a For skxrdnxo struoturar members or panel food in roofs°""�of surroom racoma or paso cowers•riot v4vomV edge or GROUND SNOW LOAD=25 LBSJ FT.2 .r o +�+ OM or sw*Ak,patios•Me IoW bad daftcb n shat not en god too.Fol gyp,akenk�un struchrai menYeis supPoAinD M1 _ TO REMAIN 000010180.the total loan def cit ahali noc.,xeea u»s ror.sch��or ut3e!or are erne 1a+�A of the munber• 8301.2 U a De>isalon for www waft* t lrh ww �*p,sa be tow y at WIND DESIGN SPEED=130 58 MPH L n .s nomas X' nomun s AO0NIA •s wfftheon s mom a ftw!Horo used In roots or wails of uon m addkimm a pop GW.W .rye atal qac �� �' O a Rakr to Sta k n RM 7 9 mem detkmon ,,aa R301.Z 4 A ( ) V ( ) O ANN SAFETY AR__ COMPLIANCE,ADDITIONS 2020 RCNY TOPOGRAPHIC EFFECTS=NO EXISTING P.C. c ' 01.2.1-THE PROPOSED REAR SUNROOM ADDITION DOES NOT CREATE A NON- o �y. ( ILLUMINATION 8301.2.1.5 �. HANDICAP RAMP c g i 8303.8 2020 RCNY CONFORMITY;THE EXISTING HOUSE:CONFORMS TO HEIGHT,STRUCTURAL STRENGTH, SPECIAL WIND REGION=NO rD e FIRE SAFETY,MEANS OF EGRESS AS WELL AS MECHANICAL,PLUMBING AND ELECTRICAL 8301.2,1.5 ' 1:12 8.3/. ru CAPABILITIES. . i WIN11 BORNE DEBRIS REGION ZONE=YES ( , Co EXISTING 8AJ 01.2.2 THERE IS NO REPAIR WOXtK WITHIN THE EXISTING HOUSE;THEREFORE,THE jI301 x.1.2.1 REAR DECK PROJECT IS NOT REQUIRED TO CONFORM TO SECTION AJ3 REPAIRS. 2vaI AJ8013-FIRE&LIFE SAFETY PROTECTION NII DESIGN CATEGORY="8" LIFE SAFETY. _ # u r AJ8013.1 SMO ALARMS-N/A=NO BEDROOMS ADDED ` ILLUMINATION WEATHERING CATEGORY FOR CONCRETE EXPOSURE=SEVERE R A} I I � - `.8013.1.1 POWER SOURCE-N/A-NO BEDROOMS ADDED R301.2(3) 01� , RM3.8 2020 RCNY ` { f I t � 3 AJ8023.2 CARBON MONOXIDE A1.��RMS-�NIA•�NO BEDROOMS ADDED A1801.3.2.1-NEW FUEL BURNING APPLIANCES-N/A NO NEW FUEL BURNING FRUST LINE DEPTH=3'-0" APPLIANCES BEING ADDED. R301.2(1) AJ801.3.2. .1 P R403.10) OWER SUPPLY&�N'I'ERCONNECTION-N/A len TERMITE=MODERATE TO HEAVY EXISTING - -- - - YABLE�1•s A18013.3 AUTOMATIC SPRINKLER S,YSTEMS-N/A NO 3 STORY. � BEDROOM hfttwl�M UNIFORMLY per sq urE°fooIVEt) LOAM AJ801.4-STRUCTURAL-N/A-NO ADDITIONAL LOADS APPLIED ON EXISTING HOUSE. X1'2(6) f� I (in pounds per square foot) THE PROPOSED SUNROOM ADDITION IS SUPPORTED ON ITS OWN FOUNDATION; WINTER DESIGN TEMP.=13o F APR 2 12P Use Live Load INDEPENDENT FROM THAT OF THE HOUSE. R301.20)ISOLINES 97%'O/o WINTER DESIGN TEMP. Uninhabitable attics AJ801.5-FLOOD HAZARD AREAS-•NIA ICE BARRIER UNDERLAYMENT=YES TO13UILDING DEPT WN OF SOUTHOLD I without storage 10 AJ801.6-MECHANICAL-N/A-THE PROPOSED SUNROOM ADDITION IS THERMALLY �M•1.2 R905A3.1 R905.5.3.1 R905.6.3.1 R905.7.3.1 8905.8.3.1 FLOOD HAZARD-NO Uninhabitable attics with - ISOLATED,NOT HEATED!COOLED,NOT HABITABLE. • EXISTING EXISTING limited storageb-9 20 AJ801.7 PLUMBING-N/A AIR FREEZING INDEX=]500 OR LESS KITCHEN DINING ROOM EXISTING MASTER Habitable attics and attics AJ801.7.1 SANITARY DISPOSAL SYSTEM -N/A-NO NEW BEDROOMS BEING ADDED R4033(2) Z . .. , served with fixed stairs 30 AJ8018 ELECTRICAL-THE PROPOSED 1sT FLOOR REAR SUNROOM ADDITION CONFORMS MEAN ANNUAL TEMP. O BEDROOM = RESEARCH 52.2oF TO CHAPTERS 33 THRU 42 2020 RCNY. Balconies (exterior)and STATION #307134 - e -. 60 _R 37 BRANCH FEEDERS-THE ARCHITECT HAS SHOWN COMPLIANCE WITH NATIONAL CLIMATIC DATA CENTER A dicks Fre escapes 40 TABLE E3704.2(1}FEEDER LOAD CALCULATION AIR FREEZING INDEX--USA METHOD EXISTING3 V/A PER SQ.FT. X 4,797A FT.2=14,%8.2 V A }. BATHROOM ` EXISTING Guards and handrails 200 1500 V-A/CIRCUIT X 14 CIRCUITS-21,000 V-A BASE 320F SIDE DECK Guard infill components 50 �,�5'�ENED IN PLACE APPLIANCES=19 660 V-A Passenger vehicle TOTAL REQUIRED AMPERES SERVICE REQUIRED=55,628.2 V-A 0 9amg�$ SOa #OF AMPS REQUIRED=55,628.2 V-A/240 VOLTS/AMP 231.78AMPS TABLE R301.2.2.1.1 SEISMIC DESIGN CATEGORY DETERMINATION O 4. AMPERAGE PROVIDED=300 AMPS>231.78 AMPS OK CONFORMS Rooms other than THE HOMEOWNER HAS PROVIDED A 200 AMP&100 AMP SUB PANEL DEAD FRONT"NEMA"• A LCULATED S EISMIC DESIGN CATEGORY sleeping rooms 40 APPROVED. rT• Sleeping rooms 30 CHAPTER 38 ELECTRICAL VVIRTNG-CONFORMS 0.17 <S 0.<ry A '"� t kn Stairs 40o CHAPTER 39 RECEPTACLE DISTRIBUTION-CONFORMS nes_0.33 B W ' R 40 L 0.33g<SDS<0.50 C For Sk I pound per square float=0.0479 kPa,1 square CHAPTER UMINAIRS-CONFOAMS LUMINAIRS SHALL BE INSTALLED AT ALL CoA ' EXISTING 4 inch.645 mm,1 pound=4.45 N MEANS OF EGRESS. BEDROOM a. Elevated garage floors shag be ca�te of - Q • s a pound toad appred over a 20 Table 8402.2 NIRtTCTURAL CERITFI�ATION W W Z _ Minimum Specified Compressive Strength of Concrete 1. ►�'L"i E"� EXISTING b. unm2>a!> te attics without storage we those THE PROPOSED SUNROOM ADDITION I3 NOT HEATED AND IS O EXISTING where the dear height between costs and rafters is Type or location of concrete construction Minimum Specified Compressive Strength(a) HABITABLE. a W MASTER net more than 42 inches or where there are not j LIVING ROOM BATH two or more adlecerd trusses witthweb Weathering Potential 2.- THE STRUCTURAL DESIGN FOR THE NEW SUNROOM ADDITION 90 .► - oorhtghiratisons capable of an Ne ible Moderate Severe COMPLIES WITH ASCE 7-10"ENGINEERING DESIGN"AND IS CAPABLE 04 (� r-+ o assurned rectangle 42 Inches In height by 24 Basement walls,foundations and other concrete not 2,500 2,500 21500c OF SAFELY SUPPORTING THE LOADS IMPOSED_UPON IT IN A SAFE ,< Inches it width,or greater,whin ft plane of the _ _-•�___ --- -- trusses.This rare load need not be assumed to act exposed to the weather MANNER IN ACCORDANCE WI'M THE 2029 RESIDENTIAL CODE concurrently Nn0'any other We kotd requirements Basement slabs and interior slabs on grade,except 2,500 2,500 2,500c Oh NEW YORK STATE a tndlviduat sal treads shall be designed for the garage floor slabs - urdwnlr wed I n�or a 3 pound Basement walls,foundation walls,exterior wails and 2' ,Soo 3,000d 3,i0 THESE DRAWINGS ARE IN-1COMP�CE WITH• other vertical conci-ete work exposed to the weather • Porches,carports slabs and steps exposed to the 2,500 3,000def 3,500def 1• THE.2020 RESIDENTIAL CODE OF NEW YORK STATE, ' = weather,and garage floor slabs THE 201 INTERNATIONAL RE SIDENTL4L CODE AS �-,D AFor Sh I pound rc a EXISTING a.s �uare ins=sssstd� ADOPTED BY NEW YORK STATE,AND ` b.See Table it301.2 i for weathers • - - G 4,` ,�- .� f t concrete in these cations that subject to and(bawl d 2. THE 2020 NYS ECCC oy - FRONTPORCH freezing ng urine rorlmuzon Shap be air-entrained concrete in FIRST FLOOR PLAN accordancencretwithaair-footnoted. 4. THE EA/NSA- 2100-12 SPECIFICATIONS FOR d Concrete shall be au-entrained. Total air content(percent by volume of concrete)shag be not less than 5 - percent Or more tom"7 int' SUNROOMS 2100-12 (4.14 CATEGORY N THERMALLY sT N0.02Qg31 spa a SCALE: '/."=1'-0" e.sea Section((402.2 for mmamurn comentitious nhsterbh cadent. f.hr�f�wiaha�+Itis feduc*MO(# 3tDat*Mtm t(percntip► ofcm=,fa)tofKt en ISOLATED) OR(4:15 CATEGORY NON_ I,y . E OF than 3 pwco t is pmnitted if the sN WBW aw e%iw strw gth of the concrete is Increased to not lea than 4,000 psi, ir7tl1�J LA !►7V 1�J 1 OF 3 TABLE RS07.5 DECK 3dIST SPANS FOR COMMON LUMBER SPECIES(!L-In.) TABLE R507.6 DECK BEAM SPAN LENGTHS"(R•In Y SFAG=OF DECK"W%Wrr"NO CANTILEVE4M OF OECK JOISTS Wn)lCANlriEVM- t"clo' sw 1 (we" DECK JOIST SPAN LM THAN OR ZoWkL TO: SPECIES• sw 400.0) u is as �: a s� a s� to a is 2 x 6 9-11 9-0 7-7 6.8 6-8 6-8 is u 2-2x6 b 1 I 1 I 5-4 4-10 4.6 4-3 4-0 pim 2 X 8 1 -I 11-10 9 8 141 10-1 9-9 2-2 x 8 A-9 7-7 6.9 6.2 5.9 5-! 5.0 2 x 10 I66 2 14-0 11-5 14-6 14.0 11.5 2-2 x 10 10.4 9-0 8-0 74 6-9 6.4 6-0 2 x 12 18 0 16-6 13.6 19.0 16.6 13.6 nr 2-2 x 12 12-2 10-7 9.5 8.7 8-0 7.6 7.0 ' 2 x 6 9-6 7.2 6.3 6.3 6.3 Southero Pi Douglas fir-latch". 2 x A 1211 11-1 9•i 9 5 9-5 9 1 3-2 x 6 8-2 7.5 64 6•1 S-A 5-3 S-0 h nice-p 3-2x& 10-10 9.6 8-0 7.9 7-2 6-8 64 s}vl4ct pllle_fir 15-8 I - 11-1 13-7 13-7 I l-i x 12 18 0 15.9 12-10 18-0 15-9 12-10 3-2 x 10 13-0 11-3 80-0 9-2 9-6 7-11 7.6 2 x 6 8.10 S-0 7-0 5-7 5.7 S-7 3-2 x 12 I3-3 13-3 11-10 10.9 10-0 9.4 8.10 2 x S 11.8 10-7 8.8 8 6 8.6 8.6 3 x 6 a 2- 6 5.5 48 4-2 3-10 3-6 3-1 2-9 t poo crow pins 3 x 8 2-2 x li6-10 5-11 5.4 410 4.6 4-1 3.8 rted l P P ne 2 x 10 1.4-11 13.0 10-7 1-'-3 12.3 10-7 t P" 2 x 12 17-5 15.1 124 16-5 15.1 t2-i I - 3 x 10 at2-2 0 8.4 66 5-11 5.6 5-1 4.8 1 ; Fut Sl:i iarh-25.4 am.l bol.30/.8 lam•1 piwnd per sgwre tool-0.0$79 kPa.l pond=0.454 kg. r Douglas r1tAVCIT'. 3 x 12 or.'-2 x 12 9.8 8.5 7-6 6-10 6-4 5-11 5-7 - ; N°2 hemdiP, 4 x b 6-S 5 6 4-11 4.6 4.2 3.11 3.8 - Crowd s=our k•d.live bol-.0 W.dead l�wt.to pd•U'&.360. C.Ground snow Mad.lice bad a 40 Pit.dead land a 10 Pd,U6 a 36070 main span.UA:ISO*ex"ikaer-ith a 220-p aul pt ial load applied lo to l ff f r• i x 8 8.5 7.3 (r6 5.11 5.2 410 - i RY-pine5•b `r rodwond. d Woks iacisint factor. urst.� 4 x 10 9.11 8 T 7-9 7-0 6.6 6.1 5.8 1 't.\pHlp•sporicswiVnokwkiagtaclor 1 L Camiiesrmd span an e:=ceahnt dw aarrwo"at The Joe"are pr/wined. j �pi�p1ne' 4 x 12 11.5 9.11 8.10 8-1 7.6 7.0 6.7 3-21 x 6 7-4 6-8 6.0 5.6 5.1 4-9 i b ` 3-2x8 9.8 8 6 7.7 6.11 6.5 6-0 5-8 TABLE R301.11.2 WI14DBORNE DEBRIS PROTECTION - 3-2 2 x ill 13-11 1 1 12-0 2-1 9 9-10 9-1 8-6 8-1 FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS', 4+ Fry at:l inCll a�S,s mla.1 bas=YM.8 mm.1 pon=d per square fool a 0.0479 kPa-l prw4=0.454 IS. -� - a Camml inose kod•list kud=40 pst.11ead k•d.10 p.t.UJ a 360 at main span.t!a■IW at eaMlever lsilk a 224pamd point land applied al The end. O } = It,Beams wponint dM joins(tom one side only. i ( FASTENER TYLE FASTENER PACING e.l o.2 trade.Wel unke rxur. M I dBeamdrp4lr.AallAeprmrllanatqua4aoJepdtotjoGtsriehatAahhameonditioa. (t,' f` PANEL STAN 4 FEET`< 6 FRET e.SwIsks iwWag raeuv. f. Nerihem species.Incising fader am ioelyded. r! <4 FEET PANEL SPAN PANEL SPAN 6 FEET �•8 FEET P0.8 WOOD SCREW BASED ANCHOR 16 IA a t.TS19 TZ • ._ _ W/21NCH EMEEDMINT LENGTH Application 'V' 0 . M 16 WOOD SCREW BASED ANCHOR I6 12 ICY/2 INCH EMBEDMENT LENGTH G SNEATHtN RICH LAG SCREW BASED ANCHOR 16 !6: 16 ' iW/2 INCH EMBEDMENT LENGTH • • TW� FOR SI 1 INCH-2SA MM 1 FaOO'T-366 MM 1 POUND-4MSN I MILE PER HOUR UV MIS SIDING �✓ U QI N s. Ilia table is bused on 180 mph aftinsate dere wind speeds and a 33 foot wean roof height. L Fasteners shalt be Installed at opposing ends of the wood st wowal panels.Fasteners shall be located not less [-•� ►rtl Q than 1 Each tiroaa the edge of the panel. y !'+•1 . -•� as Anchors shah W penetrate tbroagh the ezterior wall covering with an embedment length of net less than 2 laches JUS JOIST HANGER Into the building franc Fasteners shall be located not less than 2 d'4 Inches thole the edge of concrete block or - concrete. (� FRONT ELEVATION ,rj,y, d. Panda attsellcd to allaen y or,■asrnry/atnao span be attached wing vR ratlon rreeidnst awbors having n l„•,, � { - withdrawal capacity of not less than 1tS00 postaft , _ SCALE: '/."=1'-0" � THE HOUSE IS LOCATED IN A HIGH WIND-BORNE DEBRIS REGION; t T HOWEVER,THE HOMEOWNER IS INSTALLING STRUCTURAL SHUTTERS PROPOSED REAR CONFORMING TO TABLE 8301.2.1.2 2020 RCNY.THEREFORE,THE GLASS FOR HOLD DOWN DEVICE-MIN 75M CAPACITY SUNROOM ADDITION LIFESAFETY THE WINDOWSMOORS ALREADY INSTALLED IS NOT REQUIRED TO Side View AT(4}LOCATIONS,EVENLY DISTRIBUTED :^ - ALONG DECK AND(1)WITHIN 2 DF EACH NOT HEATED ILLUMINATION CONFORM TO THE LARGE MISSLE TEST ASTM E18%AND E1"6 Based on IRC END OF THE LEDGER. 1 • NOT FINISHED 8303.8 2020 RCNY Figure R50T•2.3(2) NOT HABITABLE R � FULLY THREADED 3/8"DIAMETER LAG 22'-0". SCREW PREDRILLED WITH MINIMUM 3 1n 003 �� STUDRTI��CENTER OF TOP PLATE, 11'-67' . Z �} 1 CUSTOM GLASS CUSTOM GL AS 10�-1" M i " " 51-9" 'w'1 51.0 " 51-0 Y2" 5 -9 0 EXISTING Z-2Jx 10" i U x63 f DECKGIRDF a aaa sa In1NG 7111'x81' 1 _ e wVG" s� _ ' EXISTING P.C. ` • { V HANDICAP RAMP INSTALL 2 NEW P.C. EXISTING DECK GIRDER ht GLASS �' 2-2"X8"W/ O V 1:12 8.3'/• SONOTUBE PIERS Z->A"Od'�THRU BOLTS A C _... tt 16"DIA:X 3'-0" PER POST.CONFORMS TO BELOW GRADE *' r, TABLE R507.6 2020 RCNY ►mow �- EXISTING DECK JOISTS 2"X 8"•AT 16"O.C. i w • + CONFORMS TO TABLE ' t R507.5 3020 RCNY _ . -Mllw 7S®LB.CAPACITI' AT 4 LOCATM&EVENLY DISTRIBUTED ALONG DECK AND(1)WITHIN$Z'OF - -.'..�.....� EACH END OF THE LEDGER IN FULL . 1 COMPLIANCE WITH FIGURE 507.13(ZY i _ EXIS'T'ING BASEMENT t RIGHT SIDE ELEVATION =''` NOT HEATED O NOT FINISHED 1 . t "-V-0"" NOT HABFi'ABLE SCALE: /. -i -0 LIFE SAFETY ILLUMINATION t ` �:\ 1 .� ! i C) 'A R303.8 2020 RCNY .c T - - \� l � i I�•l _ter PROPOSED REAR Ci ASS \\ + �1 U) W r. SUNROOM ADDITIONCISTM - NOT HEATED I CRSS W v~ NOT FINISHED � t NOT HABITABLE l { 4 O x Z 011 fRo A•1 w O IT- r i INSTALL NEW RAILING AT t ( - • EXISTING HANDICAP RAMP 1 r CONFORM TO Ll 8311/83123.2.12020 RCNY �� p ADA 4.8.3-WIDTH-41-0 X">3'-0"OKRC ADA 4,8.4 LEVEL SURFACE AT TOOP&BOTTOM OF RAMP o Np C'.11 ADA 4.13.6 DOORS AT END OF RAMP SHALL BE AT LEAST 36*WIDE OK ` ADA 4.83 HANDRAILS REQUIRED ON BOTH SIDES>6"RAMP HEIGHT. • �� ADA 4.8.5 EXTENSIONS-11"RAILING EXTENSION REQUIRED AT TOP A BOTTOM OF RAMP. a .v ADA 4.8.5 CLEAR SPACE BETWEEN HANDRAIL AND WALL SHALL BE 1 '�"MIN. - t ADA 4.8.5 TOP OF HANDRAIL GRIPPING SURFACE SHALL BE 34"3s"ABOVE RAMP SURFACE. LEFT SIDE ELEVATION y I ti� 1 FOUNDATION PLAN • Olow- N � SCALE: '/4"=1'-0" r r.�•.nrrwrrn-rwlaw .��• �w.�w�a -$ I SCALE: "/."=1'-0" �- -.-20F3 • - ,:.• CONNECTION DETAILS A6 Q OF 2) STRUCTURAL EXTRUSIONS 6063-T6 ALUMINUM CONNECTION DETAILS A6 (2 OF 2) STRUCTURAL EXTRUSIONS 6063-T6 ALUMINUM - Cocke Compliance SpecMcation Sheet S.N.S. EX Hance and performance . S.M.S. Ea WALL_ X a„� WALL This is a of the comp p rinance of the LivmgSpace Sunroom «x x>z SIDE PANEL ''" °` CROSS SECTION "sue . SIDE PANEL sMS t• sy's =as evaluated against the binding code requirements for a sunroom addition as WALL usE •FAG BOLTS OR Oer the2020 ECCCes ado b New York State. y : •.-. �PAfEI. 7211x •SIS 16-MAIC ■14 DP 3 1i' �n accordance �l[i. Lu T[1P t, BpTTD! PENETRatE TOP CAP In ■ cco dam Al 2018 Prescriptive Provisions or Residential M]N 1• INSTALLELI AT 91 DLC or Commerclsil dings) 'v+•.t ••'• CORNER •• •'' '• ' • • • • • = O[11i GUTTO •.y-.•w'A1+ • ,r•• .J•• .y V�V MM.A ew st�� affached to M dwelling with a glMjijjjT� am M excess y POST _ Y POST t . : t �_. .,.- _ •.` '_- ::z .• '' o percent of the gross area of the structure's exterior wans and roof ~7 REG. WARM •' _.- . ,✓•. ti8 %Y' ik8 X lB ltzS H-CHANNEL IEwiEx .• '+: ' -' S ALS S.M.S. WIDE x 1L• _ .i i7�t.11011 R B 1111/ I V � j,'LO�f EaSIlE £ASIDE _ fw .. LE R4011.1 CORNER POST / FILL PANEL/ FEMALE C CORNER PDST/FILL PANEL D / FILL PANEL q CORNER POST / MATIN, MALE B _ STANDARD '}i' vx>_ N". Jti ��� - POST ASSEI®LE - ALS. -1._. . MMEL a •.�w- C31 Ria SMS ��p0�� r,.tiwra iii Nolk-Thermailly 1,. UVIRP ����1+/ PNTP""""TT" ace Q BEARING WALL ATTACHMENT =-"y,s tnP i l(so IsVl�B� Pel'for�n�ariCe " s •> requirement r vL retnemt VALL VAt.L PANEL RAC£VAY COVER PANEL FULL HEWHT RACEVAY OW e /DOOR JAMB L FIDWE �Tt-• tntL Tip 0.451 0.40(2) SAPCD■AT 1b DC am 3PLIM �'4'X Y WOOD SCREWS t MY Vp 0.35 ( -4) EIOENED A KIN Or 2- EXISTAIG EVERY �•ON CENTER ( ) 7tDuSE Q 0.32 5-8 > , OW - _ en JAtti♦ 0.40 4 H -"i N/A( ) POST SIM•tom#-SKS s•a t18 x ,1r• FEMALE PART FIX HEIGHT Roof R W 1904) 30f 24-611 EG-7v- • 13 ASSEMBLY trS X EVIDLY SPAM EII SIM= •'�! tF8 x K ELEC. K ELEC. S.H.S.s.Ms. EA. c2�■mtia• �ALL .. _ !`A �A 24 5-8 38 2 3p 34 18" EG^ �T1�� O SIDE SIDE RACEWAY DITU M STDJCTURE � 49 �4-8� 43 "10"EG^ V FZACE1tAY 2r Lu 2r Dc SIDE s1xtEW SvlL1Es Tn SIDE SIDE r+ �^e t E MALE 3 FEMALE W/ KIP ADAPTOR F RACEWAY MALE/FEMALE RACEWAY MALE/FEMALE WINDOW SASH H RACEWAY MALE/FEMALED DOOR FRAME 1 wo R - 52 - 12" Eo i^ - -g POST AtSD1■LE 11 -6 PAST ASStt?SLY _s ? le !� POST ASSEMBLY >Z - p= 20 or I3+5 3-5) 17-4" EGA x CONNECTION AT HOUSE Z w .20+5 Or 13+1 - " A ' n 4 (6-8) 26 6 EG - z H oar ae - - �-•� N //MOR - CD■lord• Dr Alt. s•,••• 19 (3-8) 19 3-4 - 34- 8".E scREW sPliNEs m �" D F ttALE EACH T� - "°°` 30 S 43 - 10" EG^ M� x , o �` 38 7-8 52 - 12" ^Roof Ghwng 0.75 (1y ri 11ma OWE Vi" et AM/ist Q 1001/JMV _ - �fA(,L Vwt P«� U value 0.70 (2-8) 0.65 2 0.25 Celsius Plus 0 SM E# .w•v:r: y t M•'7 W POST ' .. = . • .. �p ' 0.55 ( ) 0.28 Polycarbonate . P[IST ASSEMBLY \-#e X real - c� � ;. Y� (1-8)1 reference to Climate Zones as per Section R301 s ASSE?tBI.Y \-08 X SMS. EA tvExr r - CDNCREIV SW „t ...��- S N S SIDE At'to L URAN 797 SIDE ""«" ,, * mon R40z3.Z allows for anAM MAi area-weighted average to satisfy the SHGC en FEMALE/MAR./WINDOW JAMB DING VINDW FEMALE !. MAIC K MALE / FEMALE BAY d •. � = :; ** Se�on R - es for of 1 I SL' L '� "'�10� EPS EXPAFlDE7 402.2.2 allows for R 30 for all 7Dn eSS than 500 sq �./ ALi ASSE7a.T Tt157 ASSEMILY rOST AS BL.Y a POLYSTYRENE ,.• •. `. ^ in��ase R values by I5° - _ a nim cill : /o when Neopor foam is used Its� • . . �A "� � �A>►�M�►,ED AAMA/NPEA/NSA 2100-12 Specifications for sumrooms. PIN cvt-7LY w•a ■SCREWS,Sx7D Lwin S s vroom. Stems N S T A L I_E R S LAYOUT � "t0H"`�D $ pace SY meet or exceed 2100-12 >3ASE TRACK TO COt�RETE Ery C>1lt MAX4.14 Cate IV thermall iso 1.5 Category V(nom.-thermally isolated) M � E >�• MCategory ( Y isolated) or 4. \ p C N BETWEEN + WALL$ OTAL WAtLLFM ITTOTAIi \ r Ce SYxif caftons. WALL 1 1 71.375 5.625 55.000 4.000 0.000 0-000 0.000 0.000 87.000 144.000 7.000 3.500 l�-� O M� WALL 2 4 55.000 2.000 55.00a 2.000 55.000 4.000 0.000 0.000 17.000 180.000 3.000 150o ROOF C D N N E C T I O N DETAILS ALUMINUM 0 IUM FLASHING AND H V WALL 3 1 42.000 2.000 42_000 2.000 42.000 4.000 0.000 0.000 15.000 144.000 9.000 4.500 F Q S C!Q CAULK TOP & BOTTOM 0 [� 19.000 CONTINUOUS LOAD PATH MOUNT W/ #8 x 11 W a G j PARTS LEGEND CAULK PANEL JOINT APPLY L - -+ SCREWS p 6 U.C. OPTIONAL PEAL AND SEAL TAPE FROM ROOF TO Fi]EITINt;S M..� aN CUSTOMER: SUNVIEW ALINSULATED CLAD OF PANELSTcL y t ,. S MALE `. `J` ,�' c`•:;= JOB NAME: WILLIAM 0 Li� FEMALE _; ROOM TYPE: STUDIO m� � " .: = _ Gutter (1�►-� VERTICAL CL7LC]R• WHITE POST - ` • _:, ••... t{` GLASS: INSULA 1 EB GLASS C CORNER ROOF STYLE, STUDIO 3' HEIGHT, IQ' TO 8' `- �w V' TOP TRAM _ .- �;.,.-:s=-• •�_ :_ __ =_x'• „>y``x'1 � 7060 8 _.L TOPS _:�••>r==:r�- -- •. •�_ •:;:-. ate-- a� O10 �':: .moi:•.:': ��.• Z d;3 /•1 i SKIING DR JAMS BOTTOM: GLASS KICK PANEL ars p'-= l C�Sft• - r�� •S• r z ' 7# 4.25' RF PANF-S � _ - < • _ _ WP AT DOOR ONLI M PANEL JOINT R R T t EXPAND POLYSTYRENE CORE I WIREMOLD FLOOR , �QO J CUSTOM GLASS SIES �� ��' tv� � •:' • - _ - •~�•'•" '2 - "'' • 4,25 Z Q FILL] WINDOW WINDOW WINDOW � � WINDOW ' JJJ "•-• EXISTING �p0 DECK a 45// H LENGTH 6X6 AM POST BXID ACO LOAD BEAM 0 00 � ® oo �o o � LENGTH FasrENED D T NOTCHED FM TO NOTCHED POST WITH 3/2'FLEX FEAR BOLTS W/ �� 4 .032 INCH ALUMINUM VASIUM ON EACH SIDE 0 / - o a ROOF CONNECTION RA1 4 , 25 ' GRADERA1 '> / •�- '~�� SECTION � GABLE ROOF HEADER ATTACHMENT / TxRusvNRoolvt NTS w '3610 / 01 j OOF PANE L LOADING r�'1 PRES PER METAL IREFLASH AND ` EL ' - AS PER N.Y.STATE CODE PAIEL It1fID WALL 4 AND RIDGE PEAMI GROUND SNOW L = o A � { CAULK OP & BOTTOM • MOUNT J/ #8 x 1/2" - LOAD ZSLBs./h-r. A � ALLOWABLE SPAN W/1'CANTILEVER �• r 16" 4"PANEL THICKNESS(32 LBS./FT.2 =16'-4" > t_ " r� H SCREWS @ 6' O.C. � .:`�, 11 10 OIC 0 rT� • ALUMINUM SKIN ROOF PANEL SPAN CHARTS ��" Z W • EXISTING - :`::` `: . -; : • '.. WALL 11.•�1IltL�f S"NAPLOGK ROOF PANEL SPANS aog � • • - DEAD AND LIXT r i AND:OR SNO1�V LOADS(lbs.per sq. ft.) o ti s ' _ L �' �:r„ ..•lerottyEYS ikw(iaYeo3�00.1-1ky-Hv:r:�slt14 3 PL1'ItOgF P.t�i L: 4 PLY 71t6"OSB COMPOSITE RoQF pa�E18 :. .. TillDD&LL a =_�;;,p . .FG � d DD&LL •2?lbs.Pcr Sq.Ft. .. . ■nr \ta�mce7n Span(incrcas:=.:tlh centileterl „ Ni imtlln Span Oncr with cantilever) "Owa..9IPL 2n;Cj•,.9. ;• .Ft-C.• W�t•rra-= iFL 7ft Fl Oral R OwAw ,fi•8" IF 9" IF.I �Ii-11" IS'-10" r .s1Y.f: 2!Y-1D" 21'•1' 31'-6" 22'-1" SGRE1 5 PER PANEL 4" IT-10" 1E•-tY 1iS'.3• IV-9" 19'-a• a" ::•.F 2r-8• Zr-tt• zz•+r 2r.jr BOTH rOP ,& BOTTOM #8 X�' SM.S. EA. SIDE 6" 19'-s» Iq- -..- DD&LL it.0' 2tr-7" •T•3" 6" .t•.1Y' 21'-2• 23'-S• 23'•i4^ 34'_S" 3216x.Pcr Sq.FL ! DD&LL }32 lbs.Per Sq.Ft r 3" 15'•. 15'-4" I3'•10 t!i••1" 1`.'-r 3" 13'-'" lar•9" 19'-D" L 4" 16'-2" Ib-4• I6'•9" 17.9" 18'-S" 4" �C�.Lr 20'•2• 20'-S" '.0•-10" 21'-S" 6" 1R'-91 l8'-10` 1�1'•3- I9r1-IQ` 20•-R" 61 _2'-9" 23'-0" DD&LL!a 42 lbs.Per$q.Ft. DD dt LL 42 Lbs.Per 3• t'a'-7" v1 4.4• 1`7-x" I0•4" 3" 1`•6" tT-8• IT-i!" 18'•4~ _ , U' Nom• A rim HANGING RAIL MOUNTED " 4• 13'-II• ts•1' 13'-r It'-�" 1T-S" 4• i=.'" 19-g• ~`.� W/ 1/4' x 30 LAG BOLTS �' ,7.11" 1R••1' 6• 1',.0" 2V_o" 6" .lo• n= ,. '0. -0" 22•-; 2--s. DD&LL(1( 57 lbs.Pcr S Ft. 2r-s"5 y! * 4• DD It LL ria 57 Ill Per Sq.Ft 7 3" 11'•4" 11•-7' 1.-2" 1;.•_,. 14'-4" 3. 1G'-2» 1R•{- iT-D" 1T•T' �3� Q� ' INTO EACH WALL STUD @16' O.0 �- ts••a" 13'•7" 1;•.3" Ii••2" 16=.r' .�- 1A•. " s �v �o TOP & BOTTOM a 11r-7" 18'-10" 19=-�• 19'-11" p o.02 6" It._S- ,6••10" Ir.4" t?-t" 1'Y-1• b" �cr.D" 20'-_" -v-s 2x.10" 2r•s �rFOFN Law "1 77 .30F3 T OF3 T .v. ....,.