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HomeMy WebLinkAbout33569-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33146 Filed Map NO. Lot No_ THIS CERTIFIES that the building ADDITION Location of Property: 375 WELLS RD LAUREL (HOUSE NO.) (STREET) (HAMLET) County Tax Nap No. 473889 Section 126 Block 8 Lot 18 Subdivision conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 20, 2007 pursuant to which Building Permit No. 33569-Z dated DECEMBER 6, 2007 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 SUNROOM ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. _ The Certificate is issued t0 JOSEPH J FINORA JR (OWNER) of the aforesaid building. SIIFPOLR COi1NTY DEPART!ffiiT OF HBALTH APPROVAL N/A ELECTRICAL NO. PLDMBHRS CERTIFICATION DATBD Date: 07/10/08 3057089 05/06/08 Authorized Signature Rev. 1/81 FonnNo.6 ~:-~ ~ - TOWN OF SOUTHOLD ~ BUILDING DEPARTMENT ~ i TOWN HALL P i ' ' ~. '~ ~ 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY '_..._ _'_- --- Tlus application must be filled in by typewriter or iiilc and submitted to the Building Department with the following~~ ~_ A. For uew building ar new use: l . Filial swve}~ of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept, of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1 % lead. 5. Cotrunercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildiugs (prior to April 9, 1957) nou-conforming uses, or buildings and "pre-existing" land uses: l . Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy -New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swinuning pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2 Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate ofOccupancy - $.25 4. Updated Certificate afOccupancy - $50.00 ~. TemporaryCeilificateofOccupancy-Residential$i5,00,Conunercial$I5.00 Date. ~_~~~ _ New Conslniclioa: _ / -Old orPre-existing Building: _ (check one) Location oC Property: ~~~- w0 (~S ~~~ L-Q L//~~ House No. Street Hamlet Owner or Owners of Property- - .~ o Sc' ~ d- /~/]gl- Suffolk Comity Tax 1V~lap No 1000, Section ~_ oZ(~ ~ Block _ ~ Lot ~p -- Subdi~ ision T--~ Piled Map. '~o~~~ I,oC - -- --- - 77 _ -- - PermitNo._ 33Syo~ --.DateoCPennit. ~`~ (0~0']_Applicaut vS~ ~l Ma~ec~.~G~ - Health Dept. Approval. ~- Under,vriters Approval: -~ Platuting Board Approval Request for. Temporary Certificate _ ]anal Ce~ii[lcate Fee submitted: $ ~5. r9o ~~33i4~ Qe C 1~ b 09 (check one) Ap t Signature BY THIS CERTIFICATE NEW YORK BOARD OF OF COMPLIANCE THE FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET - NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by HUBBARD ELECTRIC 178 HUBBARD AVE RIVERHEAD, NY 11901, Located at 375 WELLS RD LAUREL, NY 11948 Application Number: 3057089 Section: Block: Lot: JOSEPH J. FINORA, JR. 375 WELLS RD LAUREL, NY 11948 Certificate Number: Building Permit: 33569 3057089 BDC: ns11 Described as a occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Fvst Floor, sun room, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 6th Day of May, 2008. Name QTY Rate Ratine Circuit Tvoe Wiring and Devices Receptacle 6 0 General Purpose Switch 4 0 General Purpose Pole/Post Lighting Standard 1 0 Lighting track 6 0 ft Receptacle 1 0 GFCI Paddle Fart 2 0 seal I of 1 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33569 Z Permission is hereby granted to: JOSEPH J JR FINORA Date DECEMBER 6, 2007 LAUREL,NY 11948 for REMOVAL OF REAR DECK AND CONSTRUCTION OF A SUNROOM ADDITION PER ZBA DECISION #6080 AS APPLIED FOR at premises located at 375 WELLS RD LAUREL County Tax Map No. 473889 Section 126 Block 0008 Lot No. 018 pursuant to application dated NOVEMBER 20, 2007 and approved by the Building Inspector to expire on JUNE 6, 2009. Fee $ 200.00 ~~~.~ ~~ Authorized Signature ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD ~ ~ _ -~ ~ ~ ~ ~ l BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTM ~ I '' ~~ Do you have or need the following, before applying? TOWN HALL u Board ofHealth SOliTHOLD, NY 11971 ~J 2 ~ ~ J 4 sets of Building Plans TEL: (631) 765-1802 ~ Planning Board approval FAX: (631) 765-9502 is~Ui.. DEP'. q Survey www. northfork.net/Sou W~f~T ~ ~ 33~~ / ~ Check Septic Form N.Y.S.D.E.C. Examined /'~/~1 , 20 ~~ Approved- Disapproved Expiration ~ ~` ~ ~ , APPLICATION FOR BUILDING PERMIT ~. _ Date _ 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector iS~sues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafrer, a new permit shall be required. 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, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housin code, s, and to admit authorized inspectors on premises and in building for necessary inspections~~ ~~~~~ name, if a corporation) 37~ GtJ,e// ~~ (Mailing a dress of applicant) ~4 rJr~e/ ~ // ~/~ State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. /-, ~ ~ q ~ - {-~ Plumbers License No. _ Electricians License No._ Other Trade's License No. of House Number County Tax Map No. 1000 Subdivision Contact: a Mail to:p~ (~.na (Ylor~ir~a f r111137 P ne:1Q3 i-1048 ,5(QOa. Hamlet Section ~ ~ ~.0 Block ~ ~,, ~Lpt~ o Filed Map No. "Lot -' ~~ - Trustees work will be (Name) 2. State existing use and occupancy of premises and inte}}l~ded use and oc upancy of proposed construction: a. Existing use and occupancy 51ng1~ -}-~z ~h-t.t \~! ~ L~~Q ~ (1 ~na I, b. Intended use and occupancy rj(~~Q ~' / 3. Nature of work (check which applicable): New Building G Addition ~/ Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. ~ I~ 7. Dimensions of existing structures, if any: Front 30~ . c~. Rear 3a . a ~ Heigh4 _- _ Number of Stories \ Depth aS , Dimensions of same structure with alterations or additions: Front ~ . a ~ Rear 3a.a' Depth N 1 ~ Height Number of Stories ~ 8. Dimensions of entire new construction: Front - ~D ~ Rear - to ~ Depth - a lD ~ ~ Height ID~~~~ Number of Stories - 9. Size of lot: Front I ~O ~ Rear ~ O \ y D~ Depth - ~\ ~ ~g 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated ~- `-i ~ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO_ 3'1S ww~s ~. 14. Names of Owner of premises~~~fl~irtcrct AddressL~re~t~ IIq~PhoneNo. 1~3~-aRR•'>IDSIo Name of Archit ~cf i Address5oef~ V¢.ts IY-em.l-hnnt Phone No o ~i(-~ o - ~3R Name ofContractor._ ~ P(Id'~c_ __Address5cos~~! _~,~~Phone No. fy3l~Sfa3-.~~R~ - r~lxook,IJ~Il11~y~ / 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO s! * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? *YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OFr~~ ~~ 4~u ~/ /Vp,~>~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the ~_: _~ ~~~~ _ (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swom to before me this _ Z ~~ d of ~ ~ ` 20 Notary Public Sil PATRIGA RICHERT Notary Public State of New Yak No.3b-4141154 Qualified ie NeESau / Cannassfon Expires ~~~~ Number of dwelling units on each floor of Applicant 33s6~ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1 NSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING /STRAPPING [ ]FIREPLACE & CHIMNEY [ ]ROUGH PLBG. [ ]INSULATION FINAL [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION REMARKSe DATE S` ~ °2 - ~ g INSPECTOR ' "'o~~`"`'y- 33~~q~ TOWN OF SOUTFIOLD BUILDING DEPT. 765.1802 1 NSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND FRAMING STRAPPING [ ]FIREPLACE 8~ CHIMNEY [ ]ROUGH PLBG. [ ]INSULATION [ ]FINAL [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION DATE ~- T ~ ~ ~ INSPECTOR ` ~~2 d'L t~c~~2-c{~2_' 33 s~ ~~ TOWN OF SOUTNOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE 8~ CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION REMARKS: DATE o INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS ~ ~ ~ FOUNDATION (1ST) ~~ - -------------------------- --------- 1 ~ FOUNDATION (2ND) 3 z 0 ~p - t,a. , y 1 ~ ' Mr ~ Cam] ROUGH FRAMING 3c PLUMBING ~ ~ / ` -- ..~ y U - -- "~ INSULATION PER N. Y. STATE ENERGY CODE -~a- 0 ~ ~ r FINAL ADDITIONAL COMMENTS ' d - 9 ~ Z ~m A C' .. d y O z __ ~ ~ ~~ d b y __ _ r,.,- ,._ ,, ~ ~ ~ , , , _ ~ , ~ TOWN OF SOUTHOLD PROPERTY RECORD CARD -a ~-~ V V W O~ ! OWNER STREET VILLAGE DIST. SUB. LOT ~, ? ;r ~ /~/~ r~-Cfi~ ~ '~r ;, ~ ~ r ~ d ~ d, FORM R OWNER N E ~ ~ /.~ ACR. n ~ ~ S p ~+ T !J ~ a~ >~N,~ V~/ pct ~Y~t ~ ern a t TYPE OF BUILDING / ,2- ~y ~,. tES.~ J EAS. VL. FARM COMM. CB. MISC. Mkt. Value -L Y ~ LAND IMP. TOTAL DATE ` / REMARKS 4 3 ~ ~ ,# ~99~iZ ~ Y Vt~ ~• sod ~- , G ~ v o a t ~ ~ ~ „'~ ~- - -~ a d J~~~D ~~ a ~ 2~ o a , ~;`~ AGES ~~ , BUILDING CONDITION NE~/ ~ NORMAL BF~ .Z B F. FARM 5©0 Acre ~19~ Volue Per Val e ~z z~a Tillable 1 tillable 2 tillable 3 Noodland swampland FRONTAGE ON WATER 3rushland FRONTAGE ON ROAD Q 6 ~ (~ ~~ S'6G .~ io~~p~ DEPTH o ~~ "'~ BULKHEAD total DOCK ~ __ .: -ram G#li ' , • '~ ;,~ ~ i COLOR Ltl/ TRIM ? t ' . r' ~ - i l6 ~~ i " ~ ,x M. Bldg. f Extension k'3.,t~ zlrL t~" _ ~-~Z. !,t'~ "` Y ZS ~ Z6 L Foundation B ement G ~ Bath Floors ~ W - La/ ' Dinette K. I E Extension °a ~~" ,~. ~d t, yyolls ~ , Interior finish ~~ ~ ~~~ ~'~ LR. asy Place Fi Heat ._~ / DR• `°s Extension re /,; O I , ~ ~~ .aP c r; ~ Porch / ~ X ~~'~ J' o G 16~ 7 E Type Roof Recreation Roo ,,;'„ .- Rooms fist Floor Rooms 2nd Floor ,~_ BR. FIN. B. ~;,. i ~ i' Porch L Breezeway /' ~9q ~~ 2m~ Dormer Driveway { , t,& r Garage ~,Q~ j '; ~; Patio " ~? O. B. N({ ~~yi~d TotaF .a q 55' 12 °" ~~- ~~ .. iM ' ' TOWN OF SOUTHOLD PROPERTY RECORD CARD -- --_-_ ----- -~-- VILLAGE DIST. .-..~~o -- --I STREET r _ T- -~-- ACR. REMARKS TYPE OF BLD. PROP. CLASS LAND ~ IMP. TOTAL ~ DATE FRONTAGE ON WATER FRONTAGE ON ROAD DEPTH BULKHEAD 1____ SUB- LOT TILLABLE WOODLAND MEADOWLANO HOUSE/LOT TOTAL Tq~v ~lveerJ 126-&18 2/02 ~s E~nior M. Bldg. I 28 : ~Z [,,~ 433 Foundation °C Bath 3 Dinette Extension ~ 2>x ~~ , !} I!r Basement Fuu sine ~ Floors Kit. ,~ Extension Ext. Walls u~N,~1na , Interior Finish S'(Z. L.R. ,/ Ext n o s ~1~ Patio ' ~Y`~8- ~ ~ 2 ~ 2j~rJ Fire Place .~~ Heat Woodstove o `` D.R. BR. / Porch Dormer Deck ~7Ki8: 30(0 ,'ta Y7 Attic Breezeway Rooms tst Floor Garage Driveway Rooms 2nd Floor ~Q 2 O.B. Pool "2.i~ $~' s~i4t7 W7211 TOWN OF SOUTHOLD PROPERTY STREET r VILLAGE ACR. REMARKS TYPE OF BLD. PROP. CLASS TOTAL I DATE " ~,,~~~ ~ ~- ~'~ ~ ~~ ~ '6PI9 'W IIBiti325i58-t12 022u 8949 COPIES 8 EF'XriRtNTS CNLL BUU-421-li+.?O APPEALS BOARD MEMBERS .lames Dinizio, Jr„ Chairman ~o~~oF so~ryo` ~~y~~UNT'1,~`~~ Mailing ddr ss: Southold Town Hall 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0954 Office o anon: Town Annex /First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 Gerard P. Goehringer Ru[h D. Oliva Michael A. Simon Leslye Kanes Weisman http://sou[hold[own.northfork.ne[ ZONING BOARD OF APPEA~.S TOWN OF SOUTHOLD Tel. (631) 765-1809 • Fax (631) 7ti5-906:1 ,;uU 2 p r 4_ FINDINGS, DELIBERATIONS AND DETERMINATION " MEETING OF NOVEMBER 1, 2007 ~r ~ ~ i rrK ~„ ~"~M , no~~ ZB File No. 6080 -- Joseph'Fino~"a dh$ R~~r~'Ui`a~e ~^t Property Location: 375 Wells Road, Laurel CT1VI 126-8-18 _"~ __~ SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions without further review under SEQRA. PROPERTY FACTS/DESCRIPTION: The applicants' 10,188 square foot non- conforming parcel in R-40 District with 100 ft. along Wells Road and lot depth of 93.47 feet along the southerly side lot line, and is improved with atwo-story dwelling and accessory shed as shown on a July 2, 2007 survey prepared by Barrett Bonacci and Van Weele, P.C. revised 7/30/07. BASIS OF APPLICATION: Request for a Variance under Section 280-124 (formerly 100-244), based on the Building Inspector's amended August 15, 2007 Notice of Disapproval concerning proposed additions and alterations to an existing dwelling with a setback at leas than 35 feet from the rear lot line, at 375 Wells Road, Laurel; CTM 126-8-18. ..- i•-•1b VO ,., vv nr r;nr;rv1Y'I'lON: This application is listed under the exempt list of minor actions at Chapter 268. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on October 18, 2007, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: e 3 -November 1, 2007 f File No. 6080 -Joseph Finora ana Mary Grace 7M 126-8-18 t preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considex•ing all of the above factors and a 1 in the balancing test under New York Town Law 267-B Goehringer, seconded b > motion was offered bpp Y g Y Member Oliva, and duly carried, to Y Member GRANT the variance as applied for, as shown on the July 2, 2007survey prepared by Barrett Bonacci and Van Weele, P. C. and elevation drawing (pa e 1 by R. Duane Monical dated 5/29/07. g )prepared Any dexapata-n fium ~ on the applicant's dial ~~~ °"~n' grams or survey site maps,'aro no'tau ` involving nonconformitiea under the zoning code. This actio~doz~e not authorize or condone~an current or future use, setback or other feature of the subject propert ~ app~xcation when this action. Y that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in 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. Vote of the Board: Ayes: Members Dinizio (Chairman), Goehringer, Oliva, Simon, and Weisman. This Resolution was dui adopted,(-Ol for Filing 11/ / S/ /2007 .. .- v- --mmna+,_._ ....~ i,t b ri ~4'PVn.ieF'..mpp. APPEALS BOARD MEMBERS James Dinizio, Jr., Chairman Gerard P. Goehringer Ruth D. Oliva Michael A. Simon Leslie Kanes Weisman 1~ ,~!'~Of SO~Tyo~ ~~~ ~ • ~~0,~ ~~y~OUNIV ,~~9' Mailing Address: Southold Town Hall 53095 Main Road • P.O. Box 1179 Southold, NY 1 1 97 1-095 9 Office Location: Town Annex /First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 http://southoldtown northfork. net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 • Fax (631) 765-906A FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF NOVEMBER 1, 2007 ZB File No. 6080 -Joseph Finora and Mary Grace Property Location: 375 Wells Road, Laurel CTM 126-8-18 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 II category of the State's List of Actions without further review under SEQRA. PROPERTY FACTS/DESCRIPTION: The applicants' 10,188 square foot non- conforming parcel in R-40 District with 100 ft. along Wells Road and lot depth of 93.47 feet along the southerly side lot line, and is improved with atwo-story dwelling and accessory shed as shown on a July 2, 2007 survey prepared by Barrett Bonacci and Van Weele, P.C. revised 7/30/07. BASIS OF APPLICATION: Request for a Variance under Section 280-124 (formerly 100-244), based on the Building Inspector's amended August 15, 2007 Notice of Disapproval concerning proposed additions and alterations to an existing dwelling with a setback at less than 35 feet from the rear lot line, at 375 Wells Road, Laurel; CTM 126-8-18. TOWN CODE CHAPTER 268 LWRP EXEMPTION: This application is listed under the exempt list of minor actions at Chapter 268. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on October 18, 2007, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: Page 2 -November 1, 2007 ZB File No. 6080 -Joseph Finora any iNary Grace CTM 126-8-18 AREA VARIANCE RELIEF REQUESTED: The new construction requested by applicant concerns proposed additions and alterations to an existing single-family dwelling, with a request for a variance of eight feet in the rear yard. For the record, applicant's present deck (to be removed) extends beyond the proposed sun room. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Town Law 6267-b(3)(b)(3)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed addition/alteration to the rear of the dwelling will not impact the footprint of the home. The lot is only 93+ feet deep on one side, and 110+ feet on the other side of the parcel. The home as a whole is a two-story home with modest setbacks. The raised deck to be constructed for the glass addition is smaller than the existing deck. The proposed construction will be less nonconforming than the existing structure concerning the rear yard setback. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicants cannot be achieved by some method, feasible for the applicants to pursue, other than an area variance. The applicant's lot size is approximately 25% of the 40,000 sq. ft. applied in the R-40 Zone, with a significantly reduced depth on both sides of the property lines. Therefore, there is no alternative for applicant. 3. Town Law 6267-b(3)(b)(3). The variance requested herein is not substantial and is the maximum the Board would allow. The Zoning Code requires a 35' rear yard setback; applicant is requesting an addition to the rear of the dwelling with a reduction of the setback to 27 feet, which is a 23% variance. 4. Town Law 6267-b(3)(b)(5). The difficulty has not been self-created and is related to the nonconforming size of the lot and existing location of the dwelling. 5. Town Law 6267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. In effect, the current application will reduce the amount of non-conforming setback. At the hearing, the applicants testified that they currently have a 6 ft. stockade fence along the rear property line and as a buffer between the neighbor to the west, will maintain a new row of evergreens that add to the buffer of screening. 6. Grant of the relief requested is the minimum action necessary and adequate to enable the applicants to enjoy the benefit of an addition to the dwelling, while Page 3 -November 1, 2007 ZB File No. 6080 -Joseph Finora anc Mary Grace CTM 126-8-18 preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. 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 Goehringer, seconded by Member Oliva, and duly carried, to GRANT the variance as applied for, as shown on the July 2, 2007survey prepared by Barrett Bonacci and Van Weele, P.C. and elevation drawing (page 1) prepared by R. Duane Monical dated 5/29/07. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, 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. 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. Vote of the Board: Ayes: Members Dinizio (Chairman), Goehringer, Oliva, Simon, and Weisman. This Resolution was -__ J ~..J Certifications indicated hereon signify That this plat of the property depicted hereon was made in accordance with the existing ~oae o~ nuuiw ~~~ L~,•~ ~-•--,-~- ---~ - by the New York State Association of Professional Land Surveyors. This certificatlon is only For the lands depicted hereon and is not certification of title, zoning or freedom of encumbrances. Said certifications shall run only to the persons and/or eNities listed hereon and are not transferable to additional persons, entities or subsequent owners. l E F 1 ABLE OF AREAS XISTING DWELLING AREA = 842't ROPOSED SUNROOM AREA = 198'f OTAL PROPOSED BOT DCIOVERAGE = 10900 t d / i F~y°^. P N as J W TAX LOT 19 `1 ~ a .. E a FE 88'18 50 FE MONUMENT Q 2'E STOCKADE FENCE 0.2'N FOUND _ srocKAOE FE O.J'W ~ C Z o '" ~ in () Q TAX LOT ~ 15 i' m oQ CESSPOOL 6'E n1 m FE 0.9' W 0 .A TAX LOT 16 b 110.29 FE 5.4' W o- FENCE ALONG LINE w SHOWER STALL wooo ',. pLA TFORM / J~' p/C UNI T' L CONC ~ 24.2' ~. \ aJE 16' 1 ~ i a 1j° ~ 2 STORY / N p DWELLING '"/ '. ` NO. 375 0 p7' I ......, ,ww CONC , 28.1' I I Z j m t FE l 1.1'N l O.6'EI WOODp -_ =~- : ~ ~, MONUMENT S $$~18 50 FOVND o~ / 2na STORY r o/H -~ 1 6 t zss' O' A ; D P O GL ory m DRtVEWAY\ FE FENCE 6'N _~- -- 93.47 I MONUMENT FOVND 1~ i I O ~N~ m o~.w/ ...=I V 0 ' m I I I I t J O C) I ~O ~~ v NOTE 1) LOT AREA = 10,188 SQUARE FEET OR 0.23 ARCES. 2) SANITARY SYSTEM LOCATIONS PROVIDED BY HOMEOWNER vn sunvn vts\v: suxvn' The oltsels or dimensions shown from swdures to the property lines ore fora specific purpose and use, and therefore, are not intended to guide in the erection o ences, retaining wo s, pools, patios, planting areas, additions b buildings and any other construction. Subsurface and environmental conditions were not examined or considered aOs a pa~~ tBBV ~ Easements, Righlsol-Way of record, if any, are not shown. Properly corner monuments were not placed as a pad of This survey. V Barrett Tax Map: DISTRICT 1000 SECTION 126 BLOCK 8 LOT 18 B Unauthorized ahermion or addition k BOnaCCI & Map of: DESCRIBED PROPERLY this survey is a violation of Section 7209 d New York Swle Education lm Van Weele, PC Map Lot: •- Map Block: - Civil Engineers 175A Commerce Drive Hauppauge, NY l 1788 Filed: -- No,: -- Count': SUFFOLK I SUrveYOrS t 631.435.1 1 I 1 Planners r 631.435.1022 Situate: LAUREL, TOWN OF $pU1HOlD w.vw.bbvpc.com a. M~ ~ . JOSEPH J. FINORA JR. GRAVEL ~pi~lAhi wrvey mop nW bec ~e bnd surveyor's embosse seal and sigrwlure shall not be cc sidered M be o true and valid col Project No.: A070461 M:\DA07\A070461\ewg\A070461.ow9, Mooel, 7/31/2007 10:46:15 AM, Barrett, 8anaco & Van Wee1e, P.C.,PM FI NORA RESIDENCE: SYSTEM 8 MODULAR DESIGN (8 M LT- 12 BX) ~A PLOT PLAN O Q~\v 5 I i aoo ~0, NGTE: ~ ~J / I .THIS PLOT PLAN IS FOR REFERENCE ONLY, FOR ADDITIONAL INFORMATION SEE SURVEY PROVIDED BY A LICENSED LAND SURVEYOR. ~ 2. LOT COVERAGE CALCS (FOOT PRINT ONLY) O LOT SF 9,688 SF EXISTING: 835 (0.09%) ~ PROPOSED: 1032 (0. I I %) N N 88° 18'50" E 100.29' O 0 O O O ~ O ~~ - 3' CANT'LEVER ~ ~ . f / -- 24.0 O ~0 ~ 2 ST'JP.Y W ~ m rrtaM~ - O oweulNe 4.0' ~ zzs N - PROPOSED 28.0 ~ 30.0' ~ - SUNROOM v ~ Z 12'-6 3/ 16" X a~ 15'-9 3/8" ~ 93.47' JOn V J J I~ CLIMATIC ~ GEOGRAPHIC DESIGN CRITERIA GRO HD SHONE WIND SBSMIC SVPIEQ i0 DAPiHCE FROM W'VTER ICE rir-19 r9oo OAO ~~ieu EROS IJNE oes cti u~oE.~u.v v. HA]AP 5?EEO (MPH) @:EGORY WEnT°EKING CE`"h ~tZMII RS JLCAY ~M ERAl U3F R OUIR`p ,,, E GEN -kAL SCE GENERAL ` 05 'FVEfL _e M140D. ~O -IGVY L~h~"06<OD. ~I YES YO X NOTES DOCUMENTS ARE VALID ONLY WITF1 AN ORIGINAL STAMP AND DATED SIGNATURE GENERAL NOTES I . MAXIMUM PKESUMPTIVE ALLOWABLE SOIL BEARING PRESSURE FOR NEW FOOTINGS = 3000 PSF. 2. FOOTING EXCAVATIGPJS AND FORMS SHALL BE REVIEWED BY LOCAL BUILDING OFFICIAL PRIOR TO PLACING CONCRETE. 3. FOOTING ELF`JAiIONS SHALL NOT BE RAISED OR LOWERED WITHOUT APPROVAL OF THE ENGINEER. ~I,~. ~_~ I .ALL CONCRE i F SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH Al 28 LAYS OF 3,000 P51. v 2. ALL CONCRETE WORK SHALL CONFORM TO ACI 3 1 8. (~~.iDES OF ~jF J~ _ _ rA 3. PLACE ~" EXPANSION JOINT MATERIAL BETWEEN EDGES OF SLABS AND VERTICAL SURFACES UNLESS OTHERWISE NOTED. c. REINFOecINC, STEEL CERTIFI^ATION OF I .BARS SHAL!. BE ROLLED FROM NEW BILLET-STEEL CONFORMING TO ASTM A61 5, GRADE 60. NAILING $ l,.;U(\JNECTION~ 2. WELDED :'IRE FABRIC SHALL CONFORM TO ASTM A 185 OR ASTM A497. ~~QUIRED. 3. DETAIL AP;D FABRICATE REINFORCING STEEL IN ACCORDANCE WITH "ACI DFTAIL!NG rdANUAL", PUBLICATION 5 4. R,EiNFORCi<G STEEL SHALL BE REVIEWED BY THE LOCAL BUIi DIPJG OFFICIAL PRIOR TO PLACING CONCRETE. 5. PROVIDE BARS AT CORNERS AND INTERSECTIONS OF THE SAME NUMBER AND SIZE AS LONGITUDINAL BARS IN FOOTINGS WALLS. D. STRUGTURA.L LUMBER I STRU;:TiIFf~-.. LUMBER SHALL BE GREEN DOUGLAS FIR LARCH NO. 2, OR BETTER, UNLESS OTF1ERWf5~ N(dY~J ON TP~E P,NS WITH THE FOLLOWING MINIMUM PROPERTIES: ~ '''~~^~ -~ a. b = 850 PSI ~,ii~' /~~I '3 }~ ~. b. F (PERPENDICULAR) = 625 PSI ')~.-~._..,~,.__ Fe' = 95 P51 F -~. ' ~ d. F = 1.500,000 PSI ~ ~~°' "~-~_---~""'f t-~ 2. ALL i'RES URE TREATED LUMBER SHALL 8E No. 2 SOUTHERN YELLCW PINE, OR BETTER, WlTti I" '_ A i ACO (Ai !.,~,L!NE COPPER QUATERNARY) TREATMENT. t -'-'~' ' ' ~ ~ ~ .ir -,'G 3. PROVIDE'N/-~.SHERS BETWEEN ALL ALL BOLT HEADS AND WOOD AND BETWEEN Ai_L NUTS FC ~I-0 ~ _, ,. P,N'D '~fi00'.7 ~ ~4, ~ . 4 - 4. LPV °OI i ~ AiJD SCREWS SHALL BE PROVIDE' \Ni i H LEAD HOLED HAVING A DIP METER NOT ~~- ~ ~ ~ 1 GP~ATE~ '-IA 17i7 PERCENT OF THE TH REAU DiAMETJR OF THE BOLT OR SCR ~ ALL LArq P}96T5.U ~ T'~' A"JD Sr "~ ~ . "ALL BE INSERTED IN LEAD Y+CJLES By TJRNING PND !.4'DER NO CIRCUMST3A ~E5 ' LUi1 _I :IG b" D,2:. tl ~ ~JTH A HAMMER. d I'^'~' I J'1 5. THROU : ~CCS SHAi.L BE PROVIDED U1ITH BOLT HOLES WHICr ARE i TG = INCH ARC CRN"I'HA~N ~ - - _ , )JaUg" I HF 30~ ~ fiE r'('+^ : n ~ rTE -~ ~ L :iC~E.SSOR ES SHALL CONFURM TO ASTM A36 ~"!~',c CC~J` I ~ ; "j - ! ~~ I ~ ~ 7 Purl C 7 7 .LL BE C-C EXTERIOR, DFPA GRADE MARKED OR EOUIVALF"Jr, OF THE THI(..'n~7~IF~rr ~ ~: ~ ~'- SrOl4'P ~ ii 1H~_ D AiNINGS. 7 JF i ~~; ~~JF$Or( ~t;^;' 8 PRO,iIi. F %' I F~ ~ PAANUFACTURED ACCESSORIES AS REOUIRED AND F,S SPECIFIED. Y~i~lt $TAT!~. ",l I RESFC!NSBIt FOR .3. ALL ~°A3k ED STEEL ASSEMBLIES EXPOSED TO WEATHER AND A'~L STEEL Fq ~. ENERS. 4?~LGtnYN6R GONSTRUCTIUN ERgC!;S Bur NG I . 'rED To NAILS, ANCrIOR BoLrs, coNNECrION BoLrs, Nors, NPSHERS, LAG Boirs RETAIN STORM WATER f GR SCRE:~."s SHALL BE GALVANIZED IN ACCORDANC[ WITH TH.° .45TM STANDARD FOR THAT ACCESSORY: ASrM A21 3. A 153 oR omER. PURSUANT TO CHAPTER 10. FABRIG<~.-EU 'BENS INDICATED ON THE PLANS ARE DESIGNATED AS PRODUCTS PRODUCED SIMPSON STRONG TIE COMPANY. PROVIDE ITEMS NOTED OR EQUIVAI ENT ~°RODUCTS. I ! . ALI_ LApi!!N.?TED VENEER LUMBER (LVL) SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: a. Fb = 2,600 P51 b. Fa = 285 PSI c. F~ rPERPENDICULAR) = 750 PSI E. srRUCruR, STEEL REQUIRED I . A.LL STRUCTURAL STEEL CONFORMS TO ASTM A36 OR ASTM A572 GRADE 50. F. PLUMIN'U f\d I .ALL STRUCTURAL ALUMINUM CONFORMS TO THE MINIMUM R I E 75'OF~G005-,A"5;T101 EXCEPT AS NOTED BELOW: ~ l / /' GREAT ROCM 12 RIDGE BEAM ....6063-T6 ~Q~ ICS I I~, °. _ •-~. ,! ~(«G CORNER CGLUMN. ......6063-TS v X177 lJ~eily V~;'U~ .............. "GOL!I"t' _6°05-T5 WITHOUT CERTIFICA UTILITY r OLUMN .......... ....6005-TS ~ 2 ALL STRU I.1RAL ALUMINUM WORK CONFORMS TO "PART I-~~F~FjhC~7~~~MJ INUM STRUCTURES - ALLOWPB~~ ;~TRE55 DESIGN" OR "PART I-B -SPECIFICATION R T ES -BUILDING LOAD AND RESISTt~r'CE FAGTOR DESIGN" OF THE ALUMINUM ASSOCIATION, INC. SEVENTH EDITION, EFFECTIVE JANUARY 2000. 3. IN ALL IfJSTANCES WHERE ALUMINUM COMES INTO CONTACT WITH STEEL. PROVIDE DIELECTRIC SEPARATION. 4. ALL EXPOSED AWMiNUM RECEIVES ONE COAT OF PAINT. COLOR TO IS COORDINATED WITH MODEL AVAILABILITY. 5. ALL FP:iI"RJERS CONNECTING ALUMINUM COMPONENTS ARE STAINLESS STEEL TYPE 300 18-8 UNLESS OTHERWISE NOTED oN PLA~s ~ FOR CONTINUATION SEE SHEET 52 ~ U 1 w J ~nn ~J 0. c U .~ Q - a L '- l~ Y ~ r C , s i ~ z C/l ~ - 7 ~ c CL w -Iro u o O G z < Q ~ U V W L~ 4~ O i ILJ (~ 2EV NOI DATE I BY JRAwN B. aLs 2FVIEWED BY. .vATPw.CT DA'E 5/ 16/07 JAT6 5/29/07 JOB #: FINORA SI~F ~ GENERAL NOTES CONTINUATION FASTENER SCHEDULE FOR 230 SUN e STARS TO EXISTING STRUCTURES 3 FOUNDATIONS FASTENER NO./SPACIN6 COMPONENT (MIN.) FASTENERS 3/8" 0 BOLT w/ 2 (MIN.) @ EACH COLUMN COWMN5ILL I I/4" WASHER AND 24' O.C. (MAXJ 2x8 RIDGE 3/8" 8 " BOARD (2) ROWS @ 16 O.C. TO EXISTING W/ WASHER 3/8" 0 2 IN TOP 6' (3' APART) WALL COLUMN W/ WASHER 30" O.G. (MAX.) VERTICALLY RIDGE CLIP 3/8" S BOLT w/ (2) AT EACH P.A~ER @ LECGER WASHER 2 X 10 3/8" 8 " CONSERVADECK (2) ROWS @ 32 O.C. LEDGER W/ WASHER NOTE. ALL FASTENERS SHALL 9E Si AINLE55 STEEL WITH MINIMUM 3' EMBEDMENT. DRAWING APPROVAL NOTE: DRAWINGS AND ENGINEERING ARE PROVIDED BASED ON INFORMATION SUBMITTED BY THE ?ARTNER TO THE ENGINEERING DE.°ARTMENT. ANY PREVIOUS ORDERS OR CONFIGURATIONS MAY NEED TO BE ADJUSTED. DUE TO ADDITIONAL STRUCTURAL ENGINEERING REQUIREMENTS. IT IS THE RESPONSIBLIN OF THE PARTNER TO COORDINATE CHANGE ORDER REQUESTS THROUGH THE CUSTOMER SERVICE DEPARTMENT AND/OR THE TECHNICAL DEPARTMENT. DOCUMENTS ARE VALID ONLY WITH AN ORIGINAL STAMP AND DATED SIGNATURE G. GLASS I .GLA55 UNITS CONSISTS OF TWO PANES OF I i8" THICK TEMPERED GLASS WITH A 5/8" STAINLESS STEEL SPACER BETWEEN PANES WITH AN ARGON FILL. 2. GLASS CONFORMS TO ASTM E 1300. 3. ALL MC- 16 (CODE 78) CLEAR ARGON RGOF GLASS HAS THE FOLLOWING MINIMUM PROPERTIES: VISIBILITY TRANSMITTANCE = 16% SOLAR TRANSMITTANCE = 10 0 ULTRAVIOLET TRANSMITTANCE = 7% VISIBLE OUTSIDE REFLECTIVITY = I I VISIBLE INSIDE REFLECTIVITY = 25% SHADING COEFFICIENT = . 18 SOLAR HEAT GAIN COEFFICIENT = . 15 RELATIVE HEAT GAIN = 39 ASHRAE WINTER U VALUE _ .2S ASHRAE WINTER RVALUE = 4.0 4. ALL MC-56 (CODE 74) CLEAR ARGON WALL GLASS HAS THE FOLLOWING MINIMUM PROPERTIES: VISIBILITY TRANSMITTANCE = 56 SOLAR TRANSMITTANCE = 29 ULTRAVIOLET TRANSMI TfANCE = 13 VISIBLE OUTSIDE REFLECTIVITY = 10 VISIBLE INSIDE REFLECTIVITY = 17 SHADING COEFFICIENT = .38 SOLAR HEAT GAIN COEFFICIENT = 33 RELATIVE HEAT GAIN = 79 ASHRAE WINTER U VALUE _ .2S ASHRAE WINTER RVALUE = 4.0 H. SEALANT I .ALL SEALANT CONFORMS TO TTS-001 543-.4, TT-S-W 2306. ASTM C-9201YPE 5, GRADE NS. CLASS 25. I. GASKETS I .ALL GASKETS ARE CO-EXTRUDED AND ARE NOPI-PdIGRATORY. J. ROOM SPECIRCS R~~TANDARDS:, ASTM E 119 ASTM E 1300 ASCE 7 98 a) WALL PANELS LO BE 3" INSULATED. R= 13.4 b)WALL GLASS CODE 74. R-VALUE: 4.0 ROOF GLA55 COUE 78 , R-VALUE:. 4.0 c) (5) BAYS Q 36 5/8" O.C. w/7 3/4" RAFTER BEAMS. d) (6) 3'-O" CASEMENT WINDOWS,(L) e) (6) 3'-O" CASEMENT WINDOWS,(K) f) (I) 3'-O" SWING DOOR K. DEFLECTION CRITERIA - I .ALL MEMBERS MEET OR EXCEEDS THE FOLLOWING MINIMUM DEFLECTION LIMITS: LL DL + LL a. STRUCTURAL ALUMINUM: ----- U120 b. GLA55: U 175 ----- c.WOOD: UIbO ----- L DESIGN LIVE LOADS ALL GLA55 IS TEMPERED AND SHALL COMPLY WITH THE REQUIREMENTS OF THE 2002 NEW YORK STATE BUILDING CODE. I .DEAD LOAD: 7 PSF 2. FLOOR LOADS: 40 PSF LIVE I O PSF DEAD 3. GROUND SNOW LOAD: 45 PSF 4. WIND LOAD: BASIC WIND SPEED: 120 MPH WIND EXPOSURE: C VELOCITY PRESSURE EXPOSURE COEFFICIEN"f, Kz: 0.7 DIRECTIONALITY FACTOR, Kd: 0.85 GUST EFFECT FACTOR, G: 0.85 IMPORTANCE FACTOR. I: I .0 INTERNAL PRESSURE COEFFICIENT. GCp~:.55 S. LATERAL DESIGN CONTROLLED 8Y WIND. M. COORDINATION I .THE CONTRACTOR SHALL VERIFY CONDITIONS IN THE FIELD AND IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONCITION NOT AS ASSUMED. HE SHALL TAKE FIELD MEASUREMENTS AND BE RESPONSIBLE FOK THE SAME. N. ABBREVIATIONS THE FOLLOWING L15T OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT ALL THOSE USED ON THESE DRAWINGS. GUT TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS USED: I . T1'P. -TYPICAL 2. SIM. - SIMILAR 3. UON -UNLESS OTHERWISE NOTED 4. CONT. -CONTINUOUS O. CONSTRUCTION SAFEN I .THESE DRAWINGS DO NOT CONTAIN NECESSARY COMPONENTS FOR SAFETf DURING CONSTRUCTION. 2 THE INSTALLER SHALL PROVIDE ADEQUATE TEMPORARY BRACING, SHORING 6 GUYING OF FRAMIING AGAINST WIND, CONSTRUCTION LOADS # OTHER TEMPORARY FORCES UNTIL NO LONGER REQUIRED FOR THE SUPPORT OF THE FRAMING. P. MISCELLANEOUS I . P.LL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE BUILDING COCE CF NEW YCRK STATE, THE RESIDENTIAL CODE OF NEW YORK STATE, THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, AND THE LOCAL ZONING RULES AND REGULATIONS. 2 NO NOTE OR LACK THERE OF SHALL BE CONSTRUED A5 RELIEVING THE CONTRACTOR FROM EXECUTING ALL. THE WORK IN ACCORDANCE N'ITH THE BI IILDING CODE OF NEW YORK STATE. THE RESIDENTIAL CODE OF NEW YORK STATE AND ALL LOCAL REGULATIONS HAVING JURISDICTION. 3. THE ENGINEER SHALL NOT BE RESPON518LE FOR ACTS OF OMISSION OF THE CONTRACTOR OR ANY SUBCONTRACTOR OR AGENTS OR ANY OTHER PERSONS PERFORMING THE WORC. 4. THE ENGINEER IS NOT RESPONSIBLE FOR OBTAINING ANY BUILDING PERMITS .AND/OR VARIANCE APPROVAL. O. CONSERVADECK i .DEAD LOAD FOR FLOOR SYSTEM: 13.5 PSF 2. FOR ALLOWABLE LIVE LOADS REFER TO FOUR SEASONS SOLAR ^RODUCTS "CONSERVADECKINSULATED FLOORING SYSTEM ALLOWABLE LIVE LOADS" CHART. DEAD LOAD OF FLOORING MATERIALS MUST BE SUBTRACTEC FROM CHART VALUES. 3. MATERIALS: POLYSTYRENE CORE -TENSILE STRENGTH = 16 - 20 PSI -SHEAR = 18 - 22 PSI -SHEAR MODULUS (Gc) = 280 - 320 PSI -MODULUS OF ELASTICITY = 180 - 220 P51 ORIENTED STRAND BOARD (OSB): -MODULUS OF RUPTURE = 644 PSI 1 -MODEL LUS OF ELASTICITY = 72381 O P51 MOR-AD M-600 SERIES ADHESIVE: -TENSILE SHEAR BOND = 30 PSI R. STAIRS STAIRS SHALL BE 36' WIDE, MAX. RISER 8 I/4" (MAX. VAR. 3/8"), 9" MIN. THREAD, MIN. HEADROOM SHALL BE 6'-t5", LANDING SHALL BE NO LESS THAN DOOR OR STAIRWAY SERVED AND SHALL HAVE A MIN. DIMENSION OF 36" MEASURED IN THE DIRECTION OF TRAVEL ALL STAIRS OVER TWO (2) RISER AND ALL LANDING SHALL HAVE HANDRAILS. HANDRAILS SHALL HAVE CIRCULAR CROSS SECTIONS OF AT LEAST I I/4" AND NO GREATER THAN 2". IF NOT CIRCULAR THAN A PERIMETER DIMENSION OF AT LEAST 4" AND NO GREATER THAN 6 I/4" WITH MAX. CR055 SECTION DIMENSION OF 2 I/4". GUARDS ARE REQUIRED ON PORCHES, BALCONIES. RAISED FLOORS, DECKS LOCATED 30" OR MORE FROM GRADE OR FLOOR LEVEL, AL50 ALL STAIRS WITH GREATER THAN TWO (2) RISERS. GUARDS SHALL BE A MIN. HT. OF 36", EXCEPT STAIRS WHICH CAN BE 34". THE GUARDS SHALL BE OF SIZE AS TO NOT ALLOW THE PASSAGE OF A 4" SPHERE ALL STAIRS AND BALCONIES MUST BE POSITIVELY ATTACHED (NOT TOENAILED). ALL LANDINGS SHALL BE A MIN. OF 36" IN DIRECTION OF TRAVEL. N.f 1 W O z J LU z (W V F z w U F U Q 0. CC Q .~ 0 w Q k. Y 3 x o U_ 2 - J Y a - z j C y y ~~ ~ ti Z O ¢ o z z > Z °c N `V V J W ^~ L.L O W '~ V J IREV NOI DATE I BY 1 BY: :ONTRACT DATE. 5/ 16/07 )ATE: 5/29/07 JOB #: FI NORA S20F ~ DOCUMENTS ARE VALID ONLY WITH AN ORIGINAL S TAMP AND DATED SIGNAT URE z CONT. 2x LEDGER OUTSIDE FACE EXISTING WALL SEE SCHEDULE (@ STRUCTURAL FRAMI NG) ~ TYP. IYP. z c0 Q p ~ NOTE: SEE SPIFFY S6 FOR - 1rP D - I-" O ~ O BASEWALL DETAILS ~ 12" O sa ~ Q '(~ } z N X 3' DEEP N Q J Z = FOOTING TYP. z ~ 2 ~ ~ ~ o ~, ~ O o o ~ O z I~ t~ m Q ~ Ln N v cn DENOTES CONSERVADECK PANELAND TYPE z z z N ~ O SEE DETAILS FOR SPLICE AND CONNECTION J ~ J ~ -' o ~ - N REQUIREMENTS N N _ ~ ~ z ~ N ~ ~n to to H z '~` '~` z N x x x ~ w p p ~ w N N N X W U p Q p Q ~ Q tB ~ U ~ ~ N ~ = _ X = N ~ ~ Q / n v (2)2X8 (2)2X8 (2)2X8 8 (2)2 L j o p - ~ z RO GIRDER D OP IRDER DRGP I R DROP IR R z V1 z (~ m m ~ ~ ~ W C W h ~ Q x 54 A x ~ ~ 3 0 Q - N ~ 55 N - a S ~ y Q U N T N W YP. a ¢ o ~ ~ ~ ~ ~ 9 N Q ~ ~ ~ ~ ~ ~ O~Y~ ~ ~~m~ ° B Z~oa o ~ Q> x E E 54 ~ ° z B TYP. 55 54 NP. ~ w NP. ~ N 22X 22X 2 X 22X ~ W o DROP GIRDER DROP GIRDER DROP GIRDER DROP GIRDER Q ~ - A ON ~ CONSERVADECK PLAN F DAT ^ OUN I ------ - --- --- ` v , S3 SCALE : 3/8" = I -O" ~ (2) 2x6 (2)2 X 6 BAND JO ST II JIB Nores: L FOR INFORMATION NOT BF10WN SEE SUNROOM DRAWINGS. ~ ~ ~ ~ ~ ]~( 2. FLOOR SFiEATtlING SHALL CONSISTS OF MINIMUM I LAYER 3/4" PLYWOOD (EXTERIOR USE). ' _ _ _ _ _ _ r _ _ _ 7r( O.C. ALONG PANEL ED6E5. FASTEN PLYWOOD TO FLOOR FRAMING w/8D GALVANIZED NAILS AT 6 ~ U AND 12" O.C. ON INTERMEDIATE FRAMING. " WNERE' ' IS DEPFH OF CANTILEVERED MEMBER S " p VyN iN N O Ni O REV NO DATE BY 3. MAXIMUM ALLOWABLE CANTILEVER EQUAL Q d As MEASURED FROM ED~e of suPPORT. STEPS AS REQUIRED IN ACCORDANCE W/2002 NEW YORK STATE BUILDIN6 CODE. 4 iN ~ (p Ni - V ~L NOTE: SEE NOTES 4 B 5 . T I ING CODE _ _ _ _ _ _ _ _ _ _ _'[ FOR STAIR E BU LD . 5. STAIRS LANDING PS REQUIRED IN ACCORDANCE WI2002 NEW YORK STA ~ ~ 6. SEE GENERAL NOTES FOR MINIMUM CONCRETE REQUIREMENTS REQUIREMENTS 2 z 6 ~ x , ---c ----- --- DRAWN BY AJ / : NEIr REVIEWED BY: ` II II FOOTING 1 " FOOTING ' " ~ FOOTINGQ 11 ' FOOTING 1 (jll F TING IIII * E M~ O,p CONTRACT DATE 5/16/07 ~ 3 -8 3 -8 -8 J 3 - ~^ ~ ATE: s/25/07 OUTSIDE DECK TO OUTSIDE DECK ` _- INORA ~ o ~`1~3~-T ~ESSlowa'~ S3oF 7 CONNECTION SCHEDULE MEMBER SIZE No. SPACING REMARKS LEDGER-TO-EXIST 3/8" DIAM. LAG 2-ROWS 32" O.C. GIRDER-TO-POST I/2" DIAM. TFiRU BOLT 2 PER POST N/A FRAMING SCHEDULE MEMBER SIZE SPACING REMARKS FOOTING I'-O" DIAM, x 3'-O" T-6" (MAXJ O.C. SEE NOTE 3 GIRDER SEE PLAN N/A CONY ACROSS SUPPORT FLOOR JOISTS CONSERVADECK N/A LEDGER 2 X 8 N/A SUNROOM WALL TRUFAST SIPLD8000 SCRf=W @ 16" O.C. (P/N: hN8000) 3/8" m LAG BOLTS WITH 3" MIN. EMBED. CONSERVADECK SEE SPIFFY 52 FOR ~ PANEL MIN. CONNECTIONS (2) 2x 6 CONTINUOUS I ~~ /~ _ II ~ BAND AROUND ENTIRE ~,(V9V V FLOOR PERIMETER ~)~ ~/I ~ IPOI_AHN3130)t POST CAP DROP GIRDER ~ SEE PLAN ON SHEET 53 FOR SIZE AND LOCATION POST 4" X 4" CONSERVADECK PANEL iUNROOM WALL 3/8" O LAG BOLT WITH 3" MIN. EMBED. SEE SPIFFY 52 FOR MIN. CONNECTIONS 8d NAILS @ 16" O.C. (SEE NOTE I) (2) 2x6 CONTINUOUS BAND AROUND ENTIRE FLOOR PERIMETER (MIN fb=850) ~~ TYP CONSERVADECK CONNECTION AT GABLE WALL \ p 40T i0 ~CALt `~Ec _._ I . ALL FASTF_NERS TO BE STAINLESS STEEL. A ~~ TYP FRAMING CONNECTION AT EXTERIOR DROPPED GIRDER S4 , ~irn io scAie ~---' PJOTE. I. ALL FA~iENERS TO BE STAINLESS STEEL. EXISTI IJ6 TRUFAST SIPLD'8000 STRUCTURE -I -1~/~ SCRE'JJ @ I C" O.C. (P/N: NN8000) SMARTDECK PANEL 1 I I (CONTINUOUS OVER Ir DROPPED GIRDER). _ _ ._ U ~~ - - - - ~ I I FLASt!!NG AS REQUIRED ~8d NAILS @ 8" O.C. CONSERVADFCK ISOLATOR TAPE ~ ~ r ~ ~ ISOLATOR TAPE (P/N: NN3I30) ~ DROP GIRDER 2X4 LEDGER ATTACFIED ~ (SEE SHEET 53 W/ 3/8" O LAG 80LT5 4" X 4" POST FOR SIZE AND T EXIS~!NG HOUSE BAND @ 16" O.C. SEE PLANS FOR SIZE ) LOCATION IF EXIST FLOOR FRAMING IS AND LOCATION PARALLEL PROVIDE 2x I 0 LEDGER FASTEN TO EXISTING I ~ SOLID BLOCKING AS REO'D u STRUCTURE WITI1 (2) ROW FOR ADEQUATE CONNECTION 3/8" iD LAG BOLTS. SIMPSON STRONG TIE BC4 POST CAP SEE SYIEET 52 FOR MIN. CONNECTIC CONSERVADECK CONNECTION TO INTERIOR DROPPED GIRDER DOCUMENTS ARE VALID ONLY WITI1 AN ORIGINAL STAMP AND DATED SIGNATURE TYP FRAMING CONNECTION AT LEDGER TO EXISTING STRUCTURE VJ1 Q W 0. U F- ~s O S o __ ~ Y a" '~ C ~ o ~ Q ~ y .-1 ~' z ONY ~~~ F ' O 0 c S LtI N N 0 a v wll x ^\ IJ J O~ ¢i O W IREV NOI DATE I BY 1 BY: ;ONTdACT DATE 5/ f 6/07 7ATE: 5/29/07 JOB #: FI NORA 540E ~ cn _~ Q w Sd NAILS @ 8" O.C. STAGGERED EACI1 SIDE OF SPLINE STEP 2 l CONSERVADECK PANEL APPLY SEALANT TO EDGE OF OSB PANEL ONCE FIRST PANEL Y1AS BEEN INSTALLED BUT PRIOR TO INSTALLATION OF SECOND PANEL. A TYP CONSERVADECK CONNECTION AT SPLINE S5 "or ro scuE 4" X 4" POST SEE PLANS FOR SIZE AND LOCATION a a B TYP POST FOUNDATION S5 "or ro scn~ SIMPSON STRONG TIE PB44 POST BASE CONCRETE FOOTING, SEE PLAN ON SHEET 53 FOR SIZE AND LOCATION. FINISHED GRADE w J U - N w ~ ~ Q ~„ N w ~ ~ Q w Z O ~ ~ N w Q N 0.. z FC O 8 ~ U ~ W ~ < o ~ _ ~ w V _ y ~/ ~ Y ~ Q 0. ¢ ~ o 0 ~ ~. p ~ O Q ~ w ~ x W z w ~ C Q - F y ~ O L ~ J 6 O 6 O .~ m v~ W m W z~oa ~ J ° o>=~ ~~ z ~ Q < W W ~ z x W O ~ ~ k. I~.1~1 V` ` DOCUMENTS ARE VALID ONLY WITI1 AN ORIGINAL STAMP ANC) C)ATEC) SIGNnTURE IReV NOI DATE I BY 1 DRAWN BY: A15 REVIEWED BY: + CONTdACT DATE. 5/ 16/07 DATE: S/29/07 FI NORA S5°E 7 3/4" LIP AS PROVIDED BY FACTORY -y APPLY SEALANT PRIOR TO INSTALLATION OF SPLINE STEP I 2 X 6 SPLINE EXISTING STRUCTURE NOTE: BASEWALL# ROOM FRAMING NOT SI10WN FOR CLARITY (3) 16d NAILS TOP PLATE (fYP) m FOR DETAILS NOT SF10WN, / SEE ~ ss O N EXPANSION ANCHOR SILL PLATE l9 TOP OF ` FLOOR SLAB CONTINUOUS TO CORNER BUTT JOINT (BOTTOM PIECE) EXTEND TO CORNER BUTT JOINT (fOP PIECE) TYP B TW BASEWALL CORNER DETAIL S6 rvOT TO SCnLf DOCUMENTS ARE VALID ONLY WITI1 AN ORIGINAL STAMP AND DATED SIGNATURE cn J Q ~-- W w - U - N N ~ O Q N U1 N ~ ~ < z ~ o_ w~ w Q N O o V] ~ '^ v 1 F' W ' z a ~ N ~ 3 Q < a = os=~ DL 0. ¢ o o Q >~ a o o x ~ 3 ~ ~ ~ m ~ Z _ ~ pax F z o ~ ~ o `¢ ~ ~ m ~ O m n z~oa ~ i o p > x E ~ [n o Q ,,, z W s v O ~ :EV NO DATE BY DRAWN BY: AJS ;EVIEWf=D BY: :ONTRACT DATE: 5/I 6 )ATE: 5/29/07 JOB #: FINOR. CJ 6 of 7 _~ Q w FIASNING (BY OTt1ER5) - NEW FOUR SEASONS RIDGE FASTEN TO 2x8 LEDGER IN ACCORDANCE WITH SUNROOM Dt?AILS NEW FOUR SEASGNS R^^" fiEW S'!Ei.TI11NG TO MATCy Eri ISTIPIG Sf1EATCING TO EXTEND TO TOP OF NElir WALL FA6LEN TO GABLE ENC WAIL w/ 8d N'AIlS ~ 8" O.C. ALONG PERIMETER FRAMING 4 12" QC. AT ALL INTERMEDIATE FRAMING ~~ NEN' Sf1EATtiING TO MATCIi EXISTING SIIEATI11fJG TO EXTEND TO TO? OF EX~Sf WALL SFIEATf1iNG NE'W 13/4" X 14" L.V.L. BEAM (f0 SUPPORT SUNROOM R.ID6Fj EXISTING FLOOR /~ FRP.MING -IN L W O V O V ~ Z '~1 f 1/ V / L r ~ 1 1 1 W U ~ ~ < O Q C ~ ^ N = ~ /~/ I..L ~ .. ~ a `°° Q J ~ ~ o 3 '' , m W Z Liy' O ~ J ~ J z o o O m I+~] 9 ~ zoo= ~ w o o>_~ ~. a ¢~ z ~ w ~ U ~ w 11 1 W I~ISlI V 1 IR>=v NOI DATE I BY 1 (DRAWN BY: AJS 1 DOCUMENTS ARE VALID ONLY WITI1 AN ORIGINAL STAMP AND DATED SIGNATURE p~ lel•~l~ ~ :ONTRACT DATE: 5/ 16/07 )ATE: 5/29/07 wo s: FI NORA ~7oF 7 BUILT OUT BY OTHERS (~ (BELOW) EXISTING WALL 3 ~ Z !~ 13/4" 12 O O 34M q I 34M 4M 34M 34M 34M 34M 36L > O ~ J O- O FOR P~Ufd.N I~.OObAfIM ~ \ E4 5 36L W ~ - z Q \m \ E3 Ez E W ~ } z `~ I ~ \~ ~\ J z Q lO ? 34M 34M 4M 34M 34M z ~\ ~ ~ ~ ` ~ w ~ _ ~~i C9 J ~ cV /~~ U ~~ ~\ i ~3~,0~~ 3~_O,` ~ ~3~_O~~ 3~_O~ ~ z 0 ~ ~ O O ( D N N A 4 m Q ) 'W \m \ ASEMEN ASEMEN'f ~ASEMEN ASEMEN~ ~Jl I~ m ~ c~ ~ `rte _ I 5 W I fir' \ `N(INDOW WINDOVj~~ `1VIND0 WINDO~ ~ z ~ 6L 36L 36L 36L ~ 36L 5 \ 3 ~ ~~ `\ ~ - a ~ ~ \ N N ~ O \ ~ ~ ~ z j A \ w p o 0 4 I O o= a U Q Q ~ U) 6L 36L 36L 36L 36L ~ ~ z 2'-4"~' 12'-6 3/ 16' y 14'- I I 15/ 16" ~ ~ o ~ 15'-9 3/8" __ L OUT OF SILL TO IN OF WALL ~ z OUT TO OUT OF SILL ~ F y W VPLAN VIEWVIEW U ~ N 3 ti w,F , .., -0 ELEVATION ~ a ~ _ ,~, a<oo Q ~alocE NEICNr(izex) 13/4 c4 0 > o x +10'-8 I/a' 34 - Q ~ 3 ~ ~ m ~3 34M '-~ ti x ~ ~ ~ 12 36L O~c~ (~ 36L ~Fmz ~ o UNDERSIDE OF EAVES I E E E4 / / ~ ~ °o x ~ ~ +81 3/8' jm ~% 3 W ~ ~ ~~ ~~ i~ `~ jO=~ O to z i ~ i ~ z ~ ~ ~~ ~~ ti LLl ,'3._O.. 3'-O" ~~ ~~ 3•_O•• 3~_O,~`\ jj O~ u~-1 O ~ GASEMEN ASEMENL SEMEN ASEMENF ~m ~ w W WINDOW INDOW WINDOW WINDOW / ~ \ 1 A ~\` / i ~~~ ice/ / ~ `^T 3 ` ~ ` ~ / v J TOP ~ SUB FLOOR / +18 5/B' / REV NO DATE BY TOP OF SUB FLOOR / p f +o'-o' E M ~r0 12'-6 3/ 16" 2'-4" Tic g} 15'-9 3/8" 14'- I I 15/ 16" 9 OUT TO OUT OF SILL OUT OF SILL TO IN OF WALL ~ DRAWN BY: f ~ ~ REVIEWED CONTRACT DATE: 5 /07 ELEVATION ~ 06246 w/e , ., ~.i ~,.1[a ELEVATION / ~f$y~pryN• DATE: S/29/07 DOCUMENTS ARE VALID ONLY F~ t\ OP WITI1 AN ORIGINAL STAMP OF 6 AND DATED SIGNATURE B ~ FIXED `1(JIN OW yA ` ~\ ~ ASEMENT WINDO~P/ 6" SWING DOOR ~ i i ~ASEMENT INDO p ` ~\ ~ ASEMEN~ WINDOV~4 z 3 ~ 3 ~ ~ 3 i TWO I/8" f.32cm] iHK. SETTING BLOCKS (HK10231 AT I/q POINTS EXTR'D ALUMINUM ~ EAVE MUNTIN (ANBEM) E%TR'p ALUMINUM OUTER SAVE HEADER (A'8EH0) GLAZING CORD (RKSNGL) EXTR'D ALUMINUM BEAUTY CAP (A'gBC) #IOx I/2"TEK SCREW (HN 2125) EXTR'D ALUMINUM ~ FL45HING (A'gFL) NSULATED FILL PANEL W/ RING SHANK NAILS (HN20687 TO SECURE TO END OF ROOF BEAM SILICONE SEAIANT~ ALONG TOP 6 BOTTOM OF FILL PANEL. MuN(\N Gh ~~~ Lr P~j i1a„ ~.6~cm1 0 -_ ® O ~- Eh"i R'D AUJMINUM ~ G TTFR IA'73GC) UNDERSIDE OF EAVE / o ~ EAVE DETAIL / 2 a`"d #IOx I/2";L27cmI TEK SCREW (HN2125) Q 16" O.C. # 10 x 1 /2" [ I .27cm] TEK SCREW (T 151) ON EITHER SIDE OF COLUMN INTO AND AT Q 16" O.C. IN BETWEEN #IOx I/2"(127cm]TEK SCREW p'IS I)Q16"O.C~ EXTR'D ALUMINUM ~~ BEAUTY CAP (A'gBC) -m = w 1 ~ H U Z_ Q r Lrl APPLY SILICONE SEALANT ~ ALL OVER FASTENER HEADS MINIMUM CONNECTIONS ARE SHOWN IN THE SCHEDULE ON PAGE 52. -~ /STOP OF BASEWALL Y 18 5/8" [47.30cm] EXTR'D ALUMINUM SILL (A'85L) EXTRD ALUMINUM - FLASHING (A'4FL) L " 1 BASEWALL DETAIL 2 6'-' ~~ EXTR'D ALJMIN'JM GLAZING CAP (A'BGCB) EXLR'D ALUMINUM EAVE END CAP (A'e 110) I / 16' GLAZI N6 TAPE (HK 1009ACR) 3/q" WOOD SHIM (BV INSrALU=R) EAVE TRIM (WNBEW) (TO BE MODIFIED IN FIELD) EXTR'D ALUMINUM INNER SAVE (A'BEHp SAVE MUNTIN LOCATION 12 FT. UNIT 2 I/2" # I g X l I/q" [3. 18cm] SCREWS (HN2085) (EIGHT PER EAVE U SHAPE QIP) EXTR'D ALUMINUM SAVE CLIP (CW8106A) WOOD TRIM (WN8G5) 7 3/q" DEEP BEAM 14.OQ° WOOD SILL TRIM (WN6PFST3U) WOOD NAILER (BY INSTALLER) v OUT OF CURB /UNIT LENGTH ~ 3/&' x l I /q" [.95cm x 3. I Bcm1 SELF TO.PP!NG sGREw~(HN2oe2~ (F ,us PER EAVE alPr EXTR'D ALLIMINUM. _ FIXED EAVE (A'i-E3B7 1 ' ~l DOCUMENTS ARE VALID ONLY WITH AN ORIGINAL STAMP AND DATED SIGNATURE J `~ Q ~~ `(Q~ Q J Z w ~ U - N ~ ~ Q N N 0 ~ Q 0 L d ~ W ~ Q N z o ~ Q ~ S F- h LLJ U , ti O Q ~ 3 < a Os^ti ^/ E.IL 0. Q ~ o o d' Y a Q' ~ ~ z ~ r `~zw ~ l~1 y ~ - J y 4J Z.oU ~ O ~, z z a F O ¢ ~ O > x ~ 0 ~ Q' °oN Z ~V W ~ ~ w V IA W O ~ ~ lEV NO DATE BY BY: ;ONTRAQ DATE 5/ I~/07 7ATE: 5/29/07 ~oB FINORA 2 of 6 LD m ~EXTR'D ALUMINUM STRAIGHT CONNECTOR (A'85C) (TRIM LEG ro Plr w coRNER p l 4A x 2 1 /4" CSK WOOD SCRE W (H• 10307) TO SELL TRIM AROUND TO TI STRAIGHT CONNECT EXTR'D ALUMINUM STRAIGHT GONNEQ MINIMUM CONNECTOOI IN THE SCNEDULE ON I V 1 J Q W N U1 F w p ~p U Q / ~ T CORNER DETAIL 3 vrs 15'-9 3/8" OUT TO OUT OF SILL - as x uz" scREws m7~ l so)rrw ~ AT APPRO%. 9" O.C. ALONG VERTICAL 4" O.C. @ BASE MINIMUM CONNECTIONS ARE SHOWN IN THE SCHEDULE ON PAGE 52. & 10 X 5/8" WOOD SCREWS (HN2025)(TYP.) EXrR'D ALUM. STRAIGHT CONNECTOR(H50) 35 I /2" ~ / o T WINDOW DETAIL 3 .:a ~WOODTRIM FASTENER NOTE! f8V1) FASTQIItS NOCAIED SEpIPoNG VYT N BAS4MNL/gFB/ONi ARE YNYUY NEWPFD FUR UNT qkY. FASTENERS MIST BE EYALUAIED LUCNIY Fp2 ~EO1C NA1pNI1 BEING U4D (IX Y%p. NASUNRY, 51EII. EIC.). EXIR'D ALUM CONNECTOR fbSC). -~ EXTR'D ALUM CONNECTOR (85CJ. TO INSTALL PLACE GONNEQOR FLUSR AGAINST NAILING FLANGE AND SECURE w1m a I o . s/a^ scREws SILICONE SEALANT BY INSTALLER I/8' I I/8" DOp2 L_l JAMB DETAIL 3 •' I I/8" ~ O / ~ `J a U ~ Lu Y z .~ < - o 3 y V _ ~ ^ h ^/ L.L _ Y ~ a ¢ K O a ~ Q F 3 z ~ N ~Z~ O ~ Y ~ F ~ .~i ~ ¢ O ~ C/] t~i~ m ~ z~ ~ w o< Q > 2 E o E C/] g ~ Z ~ ~ m '.EV NO DATE BY BY: :ONTRAQ DATE: 5/ i 6707 )ATE: 5/29/07 JOB #: FINORA 3 OF 6 MIN_ 3(8" IQ95CM] ADEONATE FASTENER ONE AT 12' O.C. BY INSTALLER c CONNECTION @ WALL w/WINDOW DETAIL 3 scnie. uoT ro scare WALL N 10+ IR" SCREI 9' O.C. M. ALOI FOUR AT SILL 6 F (NTIEq SILICONE SEALANT BV INSTALLER SHIM DOCUMENTS ARE VALID ONLY E JAMB DerAIL WITI1 AN ORIGINAL STAMP 3 "-~ AND DATED SIGNATURE exrRD Aw MINUNI MUNTIN CAP (A'~MCI SLIP-IY GASKET (RKI S 12 PER EACH LITf. Ai I/q POINTS FXIRD ALUMINUM MUNTN (ApCM) GlA]ING CORD J fRtSNGU POINT INWARDS IO-15x 112"~ I~.B I cml WOOD SCRf W 01NL I I) ~CRO55 MUNTIN DETAIL q sue.. s'=v-a ROOF PURLIN CLIP (cFBl 17) plOn l V2'13.BICm) wood scREw (HNaIII) RHREE PER aIP) PINE ROOF PURLIN ryVNBFRPI R(X)F BEAM RIGLET CUT APPROX. - 1' [Z5gcm) ABOVE RIDGE PILL WITH SILICONE SfAIANT dY INSTALLER COUNTER FLASHING BY INSTALLER \ M 10. it?' [ 12~cm1 TfK - ScREW (;~' I S I) A5 NEEDED fXfR9 ALU111NUM RICGf fA'BFRG) E#RD ALUMINUM RIDGE SILL INSERT (A'gRSG) rvzwG cow (RKSNGU [ V \® UNIT HEIGHT 10'-8 1/4 I/16' [-16an THR. GlA21NG :AP± !Y.K1004ACa VSC L ROWS IF S/A55 Fay CEFP IN T'~E RIDGE m~ _m MINIMUM CONNECPOKS ARP SHOWN IN THE 5CHEDULf ON PAGE S2. M 14 + I I/q" f3. I Bcml SGFf W5 IHN20B5) (BGni PfR PoDGE CUP) j ~ 2x I O WOOD LEDGER (ACTUAL I J9' x 5 I /2J [3.BICm~ 13.5hm] AT RIDGE ONLY V 1 _J Q W a z O ~ O ' ~, 1/ ~ ' i F N 1 1 , ~~ ~ ^^~ 1 ` r ~ V I~ ~ / W ' - G /~ R C ~ O ~ X Q ~ ~ w ~ n l z ~ ~ 7 1^` J O N ~ F Q U m 6 ~ ' 1 m ~ m ~ ~ u ~ _ ~ ~ ~ ~ 7 Q Q W C ~ W U ~I W 11 1 W :EV NO DATE BY DRAWN BY: AJ~ _ C1 RIDGE DETAIL q scALe.. e= I~ a DIMENSION DOCUMENTS ARE VALID ONLY WITI1 AN ORIGINAL STAMP AND DATED SIGNATURE ;ONTRACT DATE: 5/ 16/07 DATE: 5/29/07 JOB #: FI N O IZA L} of 6 ID-15.. Uz"13BIa~l woo-D SCREW mrvz l I I ) STPGGfRD PROM sloe To SIDE . GIVING eoeD tRKSNGu ~1 3D VIEW OF PURLIN ATTACYIPAENT q ScFLL. 6'=I'-a E%TRD ALUMINUM INNER fAVE CAP (A'gIC) NB . 3/q" [ 191 cm[ c5K'WOOD SCRf W (HN203J) RHREE PfR CUP) fXtRD ALUMINUM ~ROOP MUNTIN (q'~GM) NAU;HINf jC.RIV: (n N201 I` A' GL fAG1 Sax wxD aowP.E AT eACn SOf Gr J1C11 BEAM lGNtl0:0) IRIN TO RT IPI FIEIL 9Y_N°`4LLf2 3 I/8" 5 BAYS @ 36 5/8" O.C. OUT OF SILL TO CENTERLINE TO CENTERLINE OF BEAMS C/L OF BAR EXTR'p ALUMINUM ROOF GABLE •bRFF ~ /1 FLASHING (A ) ~ J O O EX/R'D ALUMINUM 3/4" * 2" f I .91 cm • Q O _ Z BEAUtt CAP (A'48C) B.OHcml GABLE ~ O " EXTR'D ALUMINUM INSULATING PANEL -- ~' ~ ~ ILI ~ } Z [3.81 cm) I0-24 x I I /2 WITH RE HN2004 BEAUTY CAP (A'4BC) EXTR'D A U J Z Q W ( ) SC L MINUM Q ~ _ THERMAL BUSHING (CN4201) EXTR'D ALUMINUM GLAZING CAP (A'BGCB) ~ 3 W O LAZING CAP (A'BGCB) O Ln p/ ~ O 0 0 Z h Q l11 U ~ m ~ N tn EXTR'D ALUMINUM ROOF GABLE ' Z O FLASHING (A R.FF) - N ~ w w GLAZING CORD TEK SCREW p'IBI) F Z K K w Z ~ (RKBNGL) w J ~ ~ ~ D O L w ~ Q U 4 Q a N EXTR'D ALUMINUM (]. z INNER GLAZING CAP (A'81C) O ~ ~ EXTR'D ALUMINUM U O U FA5CIA (A'74RF) O z ~ i (l V 1 IO-IB+I I/2"(3.81cm]WOOD _ HN21 I I SCRE Z ~ ~ 11 1 W ) W ( STAGGERED SIDE TO SIDE -- ALUMINUM CLADDED - U '° INSULATED FILL PANEL Q O Q . / ROOF BEAM p' # 14 x 1 . /4" ]3. 18cml EW (HDW 10303) WOOD SCP ~] S v a t] U y 7 3/4' DEEP BEAM m , _ - (FOUR PER CLIP) x C ~ `r 2"x I I/7.". I V2"* I/8"THK. o 0.. e Q! °" Y ~~i. ~ X ' ~_ ALUMINUM L-ANGLE (CNb271) 0 3 0 Q ~ a " 1 m J m EXTR'D ALUMINUM ~ I-~ ~ Z ~ F. ~ GABLE FLASHING (A'S DF) Q m Y ~0., V 16" 48 SHIM 3 y~ u~i m ~ ~ ' Q O w p ]. cm1 1 ,c, O > _ ~ (BY INSTALLER) - 2 ~, 0 f V - ~ ~ V] S ' ¢ _^ ~ ~ BLE END TRIM Q~ w .~ (WN6PT) ~ V W W Q ~ w NO SPACE BEM'EEN WOOD ® e GABLE END DETAIL V / r SCALE: 6' = I'-0" j REV NO DATE BY 3 Yc Nf TRANSOM TRIM IY RAFTER DETAIL ~~{ A g scALE e ° I ~-o" ~ ,~ ~ r9 ~ L ~ DRAWN BY: AJS ~ GABLE END MULL DETAIL !, - ~ Q REVIEweD BY. 5 s~~F 6. _ „o. ,a, d ~, +~ o o ~ Q62A6 ~ CONTRACT DATE: 5/ 16/07 ~ ~f~~~ DATE: 5/29/07 ~~1~1~7 ~oB x: FI NORA DOCUMENTS ARE VALID ONLY WITI1 AN ORIGINAL STAMP AND DATED SIGNATURE S OF E a O D ~CI z c o=~ Q D rn D z z ,~ O coil a=D U' z rn zDD cyo rn ~ ~ v 1 ~ ~ ° ~ ~ ~ FOUR SEASONS SOLAR PRODUCTS CORP. DETAILS /(~ ~J ) !?' ~ rn ~ Z SOOS VETERANS MEMORIAL HIGHWAY ~ ~ N n o ~ ~ HOLBROOK,NEWYORK11741 CLIENT FNORA O T O ~ ~ m ~ < ~ DESIGNERS AND MANUFACTUREROF FOUR SEASONS SUNROOMS ADDRESS I 375 WELLS ROAD ~ ° ~' ~ N m ADDRESS 2 LAUREL N.Y. I 1948 MODULAR DESIGN SYSTEM B a ~ M 9A°S PERSON SCOTTh1ANSON