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HomeMy WebLinkAbout40315-Z �oSUFFOd��aG Town of Southold 2/22/2017 y� P.O.Box 1179 o - �' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38841 Date: 2/22/2017 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 5250 Rocky Point Rd, East Marion SCTM#: 473889 See/Block/Lot: 21.-3-20 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/19/2015 pursuant to which Building Permit No. 40315 dated 12/2/2015 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: ADDITIONS AND ALTERATIONS INCLUDING FRONT ON-GRADE DECK, REAR SCREENED PORCH AND DECK, TO AN EXISTING ONE FAMIY DWELLING AS APPLIED FOR The certificate is issued to Moulton Jr,William&Kosch,Heather of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40315 02-14-2017 PLUMBERS CERTIFICATION DATED A o ' d Signature 4 �U�t�coTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE Q .► SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40315 Date: 12/2/2015 Permission is hereby granted to: Moulton Jr, William & Kosch, Heather 5250 Rocky Point Rd PO BOX 152 East Marion, NY 11939 To: additions and alterations to an existing single family dwelling as applied for. At premises located at: 5250 Rocky Point Rd, East Marion SCTM # 473889 Sec/Block/Lot# 21.-3-20 Pursuant to application dated 11/19/2015 and approved by the Building Inspector. To expire on 6/2/2017. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $360.40 CO -ADDITION TO DWELL $50.00 Total: $410.40 6 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey 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. Commercial 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 buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. 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$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: S2— �PILI House No. Street Hamlet Owner or Owners of Property: k/11112,211�1 IttyU,k-t A ��� Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. �� Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) -� Fee Submitted: $ JC 0 Applicant Signature pE SO!/r�®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 en., aQ roper.richert(a-town.southold.ny.us Southold,NY 11971-0959 Q lyc0UN1Y,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Moulton Address: 5250 Rocky Point Road City: East Marion St: New York Zip: 11939 Building Permit#: 40315 Section: 21 Block: 3 Lot 20 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: All Pro Electric License No: 33703-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 19 Ceding Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures Smoke Detectors 3 Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliancesffl Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 4 Twist Lock Exit Fixtures TVSS El Other Equipment: 2- Combination Smoke/CO Detectors, 1- Range Hood. Notes: Inspector Signature: Date: February 14, 2017 0-Cert Electrical Compliance Form.XIS SOpr�,olo i� TOWN- OF SOUTHOLD BUILDING DEPT. 765-1802 AN-SPECTION [/FNDATION 1 ST " [ ] ROUGH- PLUMBING DATION 2ND [ ] INSULATION NG / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMAR I rc, N `� � C� L DATE f `� INSPECTOR SOF S0//%, cOUM`1,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] R GH PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING I REMARKS-- DATE EMARK DATE 1a9-o--1x' 4 INSPECTOR lVAT so cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I FOUNDATION IST ROUGH PLUMBING FOUNDATION 2ND ULATION N U I� FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING v REMARKS: 00, DATE INSPECTOR 3/ 5f SOUTyo N o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINAL r4) [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ch DATE 0a /& Ao INSPECTOR SO�Tyolo o • o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) Xy REMARKS: r-eA' ,,UlW, DATE INSPECTOR ' ROCKET INSULATION & COATINGS INC. 6515 fill?PORK DP[Vt POMOHKOM HY 11779 P: 6317509075 f-6517509076 www.RocketSprayFoam.com rocketinsulation@gmaii.com INSULATION & QQATiNGS Insulation Certif ica vIE DD This Form must be filled out and posted to comply with building code requirementQ�T - 6 2016 The following products have been installed in accordance to manufacturer's uff- qualified installer. TOWN OF SOUTHOLD Fiberglass Insulation manufactured by: Owens Corning/Certainteed Foam spray polyurethane manufactured by: Lapolla Industries Area Insulated Thickness/Aged R-Value** ATTIC FLOOR 10" BLOWIN FIBERGLASS INSULATION OVER -EXISTING.1130 EXTERIOR WALLS R13X15 KRAFT FIBERGLASS FIRECAULK ALL PENETRATIONS AS PER CODE DOORS&WINDOWS SEAL WITH LOW RISE FOAM "Nominal thicknesses are representative of field,spray-applied foam material. R-Value is based on manufacturer's claims Jabsite-AddTess: -5250-Ro-ckj-PnInt-Road E-ast-M-arign Building Contractor: David Murray Design Installed By: Rocket Insulation and Coatings Inc -Post Near Electric Panel= 684 a C • ■r r ■r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 ef �1 Survey SoutholdTown.NorthFork.net PERMIT NO._ Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form Contact: „DQ,a Muccay ' Approved ,20 Mail to: Ile,ia S,k& 4 Disapproved a/c (:Oto---A--J- / Phone: Expiration —6 ,20 --- -- _ 1� Building Spector 4 PPLICATION FOR BUILDING P FNOV1 s 015 I�' Date /Up/emb`c 0`1 , 20_. INSTRUCTIONS [a. Thisapplicatidii`-1VUST--lie-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 Bu�itding-Inspector- , issues-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. Thereafter,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,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. ignature of applicant or ame,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises Wittarn &u/�bh .1C f- /lec4hef ' (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: Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: S250 eck i Av,, l 4Zrjsf l�fc�!on House Number Street ) Hamlet County Tax Map No. 1000 Section C d Block Lot -- Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and'occupancy 51=yk. F,,,Az b. Intended use and occupancy, S��glc I�cr�,,ll7 3. Nature of work(check which applicable): New Building Addition :2-0&k1 Alteration R;"e cGie Repair Removal Demolition Other Work U l%ndows Mho rs/S1' Inq (Description) 4. Estimated Cost O 470y Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or-additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories °= 4 9. Size of lot: Front Rear Depth 10. Date of Purchase.L^ec. 20l K Name of Former Owner' 14t4na-AA63 11. Zone or use district in which premises are situated 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 14. Names of Owner of-premises �'���°'^ �^ `As Phone No. Name of Architect . Lisa Marc-y Address 011 AAA SA, Phone No 631- f?I - w75— Name 7sName of Contractor JDG1 ve- MucraN 69.-AuAv" Address 11Y-7Akwe 0 Phone No. 631- L�f�9lreer _ ,Jv/�� Go.+ollo•+ . 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES - NOZ * 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. 18. Are there any covenants and restrictions with respect to this property? YES N0� * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF1.0� ) fie, being duly sworn, deposes and says that(s)he is the applicant (Name of individual sig ing contract) above named, _ - , , CONNIE D.BUNCH (S)He is the Notary Public,State of New York (Contractor,Agent, Corporate Officer, etc.) o. uuwww Qualified in suD#jufFolk County Commission Expires Apol�14,2�� 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 intheapplication filed therewith. Sworn to before me this {q-�,A _day of 20_ Notary Public . Signature of Applicant rY y Scott A. Russell o �� SUPERVISORIwl[A\N ASG IEI�CENT SOUTHOLD TOWN HALL-P.O.Box 1179 4 53095 Main Road-SOUTHOLD,NEW YORK 11971 ?'yy Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑FZ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. EIM B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. E C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. EE. Site preparation within the one-hundred-year floodplain as depicted on FIRM-M-ap--of any watercourse:- E14 atercourse:- E ' F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless-prior approval- of a Stormwater Management - - Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two'copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Pro owner,Design Professional,Agent.Contractor,Other) S.C.T.M. 1000 Date- Dautnc[ NAME 14" a D /Hr,�I P, t Section Block Lot fW- kzinev �aiure FOR fit,111/1 ING DEIP it i\n,'iNT 1,S1. Contact Information i- ld�Piron,v��xVv"7 Reviewed By: / 1A &Lk\,A — — — — — — — — — — — — — — — — — — Date- Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — - - Approved for prom6ing Building Permit. Stormwater Management Control Plan Not Required Stormwater Management Control Plan a Required (Forward to Engineering Department for Review) FORM 11 SMCP- TOS MAY 2014 pF SO�jyQl Town Hall Annex O Telephone(631)765-1802 54375 Main Road (631)765..g ) P.O.Box 1179 G, a roger.richert _own.soutlio d.ny.us Southold,NY 11971-0959 Qr�Co ^ate® BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY. C_, f GamevrQ Date: 2 Company Name: Name: License No.: Address: v Phone No.: 2 JOBSITE INFORMATION: (*Indicates required information) *Name: In n 32 - *Address: , s Orion �3 *Cross Street: - *Phone No.: ell v JT_? Permit No.: A Tax-Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) Fr_22e)ya L42 roo 947 v d ® A .S ' (Please Circle All That Apply) *Is job ready for inspection: NO Rough In Final *Do-you need a Temp Certificate: YES / NO 'temp Information (it needed) 'Service Size: 1 Phase. 3Phase 100 150 200 300 350 400 Other 'New Service: Re-connect Underground Number of Meters Change of Service Overhead V� 4dditionai Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form •r UJ 50!/T�,®C 0 Town Hall Annex 4 Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 Q lyc®UNTY,�� August 18, 2016 BUILDING DEPARTMENT TOWN OF SOUTHOLD Dave Murray 449 Main St Greenport NY 11944 Re: Moulton, 5250 Rocky Point Rd, East Marion TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy. NOTE: ertifications required per building inspector, please see attached inspection ticket. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (Ail permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 40315 —Addition and Alterations ��. \ < � � \ _ - . , < ��\\� ~ � « w �\�� � \ ' . , : z± . © � � \ ^ �.«���» \ � � \ ^ D . . . � ©22 � , �\ � �`«:® � . 2 6 . . .-. © . . w .� w \ / 2. .��y � + - \ � � � ���������K � > , - . : e . . . :w�y . \��\y\ � ���:mom�2� d . } >���\ >/ y��». � »< : :v � � ��\ . . /�? »d��© � ©�». °\» \. y� . . � ��\ . }/\ � . . . `? � ©, � y ©:>� . y , . . y , . y. . � . . . . �y�\ � * . . . . . 1 �\ ^� �a v � M 5; 1 bL i k A sAll AT a i p tw A -� » ©» Qr . : . \ :> ! yam\ > k � � ^ \ d�2 � � \ .�:���\���( \ �. - . a .�a y. .«2 ��� \ t� .:�w \ \��\ � _ 2\��« ?\/ . � y�. .. . _. . «»��\©��© � \\\�/�� . . . . �f . y `\1 \ \�\ > �/ �/��� : . w? /� \ � w</\\: . �\ �%\ \\ \v d ' » ` 2. . . a. «:f/ » �.« ©«, � �\ y� � �_ ���\ � . � - » y , - « r wd \ . . . / . -©° - . r L� �.� 1 � �{ ,, a a _., ;� r �` '� , . �.. „, r. k�. n k �� t � �r u,,�x� ,.� aw i� "" �r c �''' /' .r..r�.... M t 'a4d °F n n. r. mmmmw r 3 l I'O- OF UT OBD P� P RTY SCC RU -CARD OWNER, _ ' STREET,?':— =`"� VILLAGE;, DISTRICT" SUB. LOT <;; _ lwl LL-'0u-�-n; M,o_ �u/ ry�r?'.a;=,-,fi'�y�y.` �J a_I_.r`�F:1_?�! � .� F "_...7 � V+' a dsJ d �t�`a ��! J Ls¢r•..�:v c-.,�J� 'a✓��Cr --r��_ _ �•=� - z ACREAGE -- FORMEk OWNE �' " �•iSDSr'v.S r A� ' F r a,� 'N :f 1>/'�' }a�- " ZA o now S TYPE OF BUILDING 44.1s RES. a�© SEAS. VL. FARM comm. I +i'ND. I CB. I MISC. LAND IMP. TOTAL DATE REMARKS gooGJ 00 y , a- a 0 .� Z o 0 3; a �/®�i'°� ! � �1617 7Na C.D-6," D A/�U2 EX& e ✓ "" f /� 7/11177 .5ol.A ' f oo® �, blot zk'�,� '!s la Z7. RMAAIfast�7-os 9` 0 �. r2w7:ti of -AGE---- G CA Df /l Ors 'I'D L�/ anal a Zv s 5(0"''S �/,qJEPW a jS-ABOVE C4, R / 00 Farm Acre Value Per Acre Value Tillable 1 . ;41 Tillable 2 Tillable, 3 Woodland Swampland Brush land House Plot Total a '•, ,=�, _ e'44 z', , s'�� °' err i t y w MF 1-4 EN _ ■■ ■■■■■■�!�!�!�®NOON■■■ r Emmomm ■■■■■■■■■ ■■■■al■■■■■ ■■■ ■■■� ■■mem■INN■ ■■■■■■M■©E■■ NOON■■■ ■■■■■■■m■■■■■■■■■■■■ s ■■■■■ENE■■■■■■■NONE■ .. tr• b T 1F"^ 2` ■■■■■■■■■■■■■■NNNN■E • .W ` ,A �: n��;�y a ■■ ■NEN■ ■ OENNENNE ■■■■■■■■■■■M MEMO■■■ • soUry®l 0 Town Hall Annex 4 Telephone(631)765-1802 54375 Main Road crs Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 '® a �yC®UNTI,� October 26, 2016 BUILDING DEPARTMENT TOWN OF SOUTHOLD Dave Murray 449 Main St Greenport NY 11944 Re: Moulton Jr, 5250 Rocky Point Rd, East Marion TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. sck -c S� A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits Involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 40315 —Additions/Alterations • . m 44 71 34 w. F $P ' f Y'. 1 l k � 0�1� t r 1,, 'i.� � � :, �_ bC � � ��, � - ,, �< e a. �` ,0.. -� �,.'� \ `s �- �<#� '� � it rf `� 3 � t. k -� � . _� ��� ,. �- b� �"��"' �' 4.� .. �_- - _ � � � ��� `� �� � . . � � � '�- �` �. r r r.�. # ,. �� _ "' ''� ., . .- _ ,>� ,� �,., �, %� � s f � � .��r � � � � _ � � � # L �. .r - �� � ... „> ,r � n_ _ �.. � . . . ,.. �� �,. , ;_ � � �, - .�, Wiz.. a` ,.-� .. 0 V N N O_ O fC' 4' . rsr��rtaan„s4lxa . d rare»tKrr r rf;o d K7- I�.{ ,�.�' •' L�p Q:r,� •� ,:.�'7P1: L'.::Q ..• ' 47� �.�• ^r' �!�'Cii.: y. s.1 ./:•;M'• .1 .. •.• ��/k'� • t'` . �: way,' ' t ti 6eq ' _ t tM14 owln .:.a,:::.,::.. ^:a _Up t ..� -ro cowX r R% AYr ` _'431 ... '""4 •I $� 443r. CN BUILD DESIGN & Piz o - - .. Design wild .1 oris Y - - 449 Main Street tV r-1 1 1GiTC-H Greenport, N.y. 1 944 631-477-0075 murraydesignbuild.com .At_;,.rrr. .Ar.♦ •+..>p'w....A• .•t..M/iSrG01tL. PR©Pos�7v 'SITS PL-ANk Design • Build. • Restore 1 30' - 0 /AAP O� No_p� Q-1 TO.tl'n""&SttCWY 4t;K MS81ftpt ' ��pf ;SECTlOM?209•tif.:t�i{E�t.';'Q;p(6;STA�d• tl61e$:0F T1:iS=11tTRyEY:i�f7t??i�7':�F �'•' VL al .� 9 ',. -� ;��•ib#stf.�t7:31/09ti1t3'{y�c'p '� �'•'I .` :ONbY•ttY•,r'::d:' �;SfAkE Rt3C', PPA J". 1 , © �QU 'ltflLf � 1Y; pyr rSf1::l;�c;. x�►r'� ds : This plan is the VK = �:���,,,,•.ate. YCA_ '1 L !_ I tom# G- 5TH, � property of Muria �.I� t :�d •.:' tt ► ' r:Ct � K � Design & Build and A L t. �i # :. li 5 "Esi1 ' S Y�:.�6r '.: K. Y ma not be used or p used without 10�# Ia• :: : : ♦ : ' E ' re rod . • > V _ � ': `�`` . % ; .- written 1�•il �� ••� •�. a .•.••' s',c ..' w•,._7 '• sL:. 4�., 3Zek' r,, x consent •� t u y}, �:. . • -iK�,��••' F•1 �'�, � r ? 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OF, CC;"'rSTfiUCi iQN ERRORS. � C,.•1/ 2,5/ �:.3 �NCW ESC� ,Y l ! _ _ — 7zx iZ g a �,o, c � 41, _ _ _ �_ )57 x 9.5 LVL Ig'p 5 CaAi�CI E J r C E5�C`3J�Z-4 N /� �Iwr� aX - r�N 13 �d v. TI.L5 _a ._.__,...4.�._�.. _ f Revisions " �� wcap , ---- A i or -- - _. r OR IS UNLAWFUL ; WITHOUT CERTIFICATE 15N 18r� - 10°x 8°GRRAC-rE DOOR is$elrci 4-a W C7. OF OCCUPANCY Sheet Title . SITE F>LAN El ct ;d I (� TW2I042 TW2r042 TW2.r042 _!_ �% t�pE� .`ti'` PLA A' j- '- -1 T— 1 ;' OG^p h'INTE L•'T,�..p L L f`T I VJ NT. P: LPVAT1cNs Vt'SY0 N t7. Cau N E� EPS ka<' 'a ti •. + : 1t f . T t] i�T E I � 4~ �c 'o 140 P2z�WT^L� G�7X�'PC J N .ALL`�1 t�>w� � o I.. � - � Sheet No. I c� k -` tip 1, 11 x A -0 5 0 �F _ , __ 10 N C.aIJ�� l - _ __.... __.. �i _ t a 1 .1 11 ^I /01 -wit' .rte. T ... .. t..r 64- ,..i. .... .. .•T.•— „,V, . U---L • •_ ., awevrt�\.x.x... a 1a L•«• ...F.\. ay..t..t...�e.at M U RRA" ;r W BUILD I T5 EL- i-.- -_.w- ! It: s.► !!`.+ Murray Design uil ----- .�. Zein - .w._-..._..... _ .� .__r..w...,,�._,.___._.._...._w.._._. Gree �. �. _...... ..�.....�.. Tee 944 631-477-0075 -_-...__.__-..-.__,,.,.- _._ ...._ -.,. _..._...,...__._.. . .. _ ........... ...._.. .._-._..�.__... _ �_ �.... _ __ _ . .. __..._ . __._......._._.._. __ w._.__ F - murraydesignbuild.com Design • BuildRestore , This plan is the property of Murray Design & Build and may not be used or reproduced without written consent. GENERAL NOTES: ELECTRICAL NOTES: NAILING SCHEDULE I The Information on this set of constructl0n documents is to relate basic design intent and framing details. They are intended as a ConstrVcttan aid,not as a NOTCHED RARER substitute for generally accepted good budding practice and are m compliance with + All electrical work to be 50AP,p Of PIPE UNDERWRITERS approved and to include RIDGE TOP R,gce xA"TER installation of fixtures 4 s ecifications as indicated on plans. Ught fixtures to be supplied by 2001 SBC HIGH WIND EDITION WOOD PRAMS CONSTRUCTION MANUAL current New York State budding codes. The general corttractor is responsible for P TOP PLATE providing standard constructicn details and procedures to ensure a professionally Owner and instalted by contractor. GPI outlets required at bathrooms and exterior areas.Install rarPATe o _ JOINT DESCRIPTION NAIL QUALITY NAIL SPACING finished,structurally sound and weatherproof completed produCt, all outlets as per code. All work m to be done in strict accordance wth the New York 5tate Code WALL STUD wau STUD - ROOF FRAMING by a licensed electrician. All new switches t outlets to be Levition,standard,supplied E Installed RAPTERTO TOP PLATE TOE NAILED 8'-O'WALL:3.861 PCR RAFTER • General Contractor to Coordinate all subcontractors,scheduling of Work and by Contractor, Contractor to do all hook-ups as required for bathrooms. TYPICAL RIDGETo RAFTER TIE PP114 MCALYJDM BEAM TO RAFTER STRAPPING TYPICAL RAFTER TOWAU STUD CONN”, ON ALTERNATIVE RAFTER TO WALL S^J.:,�,NhECICi. I 0'-O'WALLS 4-ed PER RAFTER interaction between trades. • The contractor Is responsible for ensuring that all Work and construction meets FRAMING NOTES' iLIN J015T TO TOP PLATO TOE NAILED $'-O"WALL:5-861 PER J015? or exceeds current fc ural,state and local cods,ordlinances and regutatroms,etc. i O'-C' ABLE 4-861 PER LAP These codes are to be considered as part of the spectifications for this building plan. s All lumber Is to be Douglas Pir#2 or better at l G'`On Centel' CEILING Jo ST TO PARALL'L RAFTER FACE NAILED SEE TABLE 3,7 EACH LAP ��, f CEILING JOIST LAPS OVER PARTITIONS PACE NAILED SEETABLC S.7 EACH IAP 2ND.FLOOR WAiLSTUD KIv:•;rJoa ---+.0 COLLAR Tit TO RAFTER PACE NAILED SEE TABLE 3,4 PER TIE (,e • if in the course of construction,a condition exists Which disagrees with that as • All wood framing in contact with concrete or masonry 15 to be pressuretreatcd. AGO designation (I BLOCKING 70 RAFTER 70C NAILED 2.861 CAC END Indicated on these drawings,the Contractor shall stop work and notify the designer refers to current arsenic free treated wood standards and shaft tare the place of GCA' wooD o sr wooD misr 2ND•P oo$UBrDo empnz stub - I RIM BOARD TO RAFTER END NAILED 2-1 Gd EACH END Lv !the engineer Immediately. Should he fad to follow thio procedure and continue Work. VLOCK)NGFJV he shall assume all responsibility and Itabdity arising therefrom, JO 6rnnN Bt OP BOARD nS-rJD •� • All TJI's are to be Installed in accordance with the manufactsrer's speclficatlans and shall include � WALL FRAMING s uash Mackin web stiffeners at bearing points,on girders,and other load bearing areas G!RDERODJOIR sr.n00R TOPPLATES ALK S.Jr5 TOP PLATO TO TOP PWCCT C FACE NAILED 2-16d PER FOOT • Dimensions take precedent aver scale-DO NOT SCALE DRAWINGS. q 9 g P g g wooDUROBe ttO Ertl � yppq miyr ,, 70P PLATES AT INT ER5ECTIONS FAGS NAILED 4-1 661 JOINTS-CACH 5!DE 'A s The designer has not been engaged for construction supervision and assumes no t Structural Steel ASTM ASG- FY=3G r51 sr noon WALLsruO I STUD it STUD FACE NAILED 2-I6d I V24"C/" responsibllaty for construction coordinating with these plans,nor responsibility for HEADER TO TOM PR PACO NAILED -l c t ROIG ALONG ECGL t' JOIST rRAbPFKi OVEK w47DDC,TROER' JOi%T FRAMING FLUS"WTH GROERMEaDER T1'Nf,AL ttEADE4 cCNNECTiCIi Construction means,methods,techniques,sequences or proceedures or for saftey • All straps,Connectors,plates,bolts,nails,etc,are to be galvanized. Designated connectors,straps TOP OR BOTTOM PLATE TO STUD ENC NA':LED 2-I cd PER 2X4 STUD precautions and programs m connection With the work indicated, There are no etc,an these drawings are my by Simpson unless otherwise Indlcated. All connectors,straps,etc,are to ba 8-1 Gd PER 2x6 STUD warranties for a specific use expressed or implied in tht use of these plans. rn cal mum-STORY coNNEcroNa 4.1661 °CR 2X8 STUD nailed/bolted In accordance with the manufacturer`s specTficatlons. BOTTOM PLATO 70 FLOOR J015T, • Contractor to provide hardwited smoke detectors,with battery back up.and with wau snro METAL now BANCJOIST,CND JOIST,OR BLOCKING PACE NAILED 2-14d PER FOOT no mtervening switches,on all floors and 1 each beciroom.Verity with local code • All floor sheathing is to be 1'AC type plywood,tongue t groove and shall be glued and screwed to BOTTOM PLATE DOwN STRAP recjufrements as per Section R3 f 7 New York State Relsidential Construciton Cade, the floorjoists(G'O.C.edges R 1 2'O.C.field', WALL STUD sue RCOR ; ( 3&!561 AS PER >` DOUBLE JOIST Na1FACT PER FLOOR FRAMING t'i;� MW, Install Carbon monoxide detectors as per Code. BOTTOM BATHMAICTUB i5`..FLOOR WaLL5T'UD ,,,/'^9.CO WD5rU0 BaTMTUB uAMJr,ActtraER �� xs CORNER rYP, J015T TO SILL,TOP MATE,OR GIRDER 70C NAILED 4-861 PCR J015T • Solid bloclong is to be mstatled every&-D'max,or mid span of all Noor foists with spans exceeding DOUraE Jalst FOUNDATION NOTES: IST.N-DORPLATE MATE tt BRIDGINGTOJ0G To 1T TOE NAILED 2-8d EACH END Pin ' yUgpi3OpR BLOGK!NGTOJOLST TOE NAILED 2-861 EACH END 8'-0'. Blocking is to be installed at all point bad bearing points. RM JOIST Tyr, BLOCKING TO SILL OR TOP PLATE TOE NAILED 8-16d EACH BLOCK Nt DOUBLE JOIST PLSR i�N-aEARiNG WA:L9 RIM BOARD • Genetal contractor to review pians,elevation%arid'details to determine • Install double joists under all partitions running parallel Da.SILL Pune LEDGCR 5TR1P TO SCAM FACE NAILED 3-t Gd CACH J015T ? DOUBLE SiLL Paa7E +•"� intended heights of finished floor above typical grade. DOUBLE J015T FOR UNDER A SAT"" rou marroNwaLL WM09 BOLT (1)04 RED IN J015T ON LCDGCR TO SCAM TOE NAILED 31ed PCR JOIST • All exterior Wall fieadem to be 2-LVL's as Indicated on floor pans 4 sections and all interior d SHEAR CONE-NPN \` P PROVIDE 112"BPacING SHEAR CBeTWO SAND JOIST TO JOIST CND NAILED 8.16d PER J015T • Footings shad bear an undisturbed sod within bearirtg'capaC ty of 1.5 tons/sq.ft, headers are to tie 2-2"x 8'unless otherwise noted, All headers exceeding 5'-0"shall have a double AND 9 OTIEND 57LID sa MIN rOUNO0.7oN BAND JO'Sr ro S LL OR TCP PLA,C TOE NAILED 2-1661 PER root OND me a or tR sry REBaR LENGrn wA l r P. m ,jack stud with a single king stud t on exterior walls provide double silt plate(typlcal). FOR ALLOWING CONNECr0ORNERSTUD � Ln $U + Concrete shall be PC=3,500 1`51 Q 25 days snLcasKEr no 000wNlNsrauarvN o rPCK"coRueR ROOF SHEATHING �. TO IRONS,L'R5MEAR isr.BOOR TO FOUNDArON CONNECTIONS « FASTENWIrr.(2)1 G STRUG711RA1 PANELS ♦ Provide insulation baffles at ez.,e vents between rafters and soffit vents as indicated tERhnrreshle10 COMIAON NAILS @ Gr O.C. • Concrete on 41 sand or ravel fill mmromum,with GxG- 10/10 welded ware mesh DBRL!PJOW7's M2rALnotDDawN/uPUFTa+enaR �* g on plans (TO OVERLAP s!oewau. ��� p���M reinforcement. Interior slabs to be placed on G mil,stabilized polyethylene vapor ENDwau WIND RESISTANT CONSTRUCTION CONNECTORS 861 FOURmaTigN WALL barrier. Welded wire mesh is to be placed m the top third of the Slab an is to e ♦ 1Sitervor flashing Is to be adequately installed at all connections between roo ,ova s, SMEAR,WALL CORNER COKNeCnON 861 CONNECTION LOCATION: PART NUMBER: NOTES: I FOR ROOF 5HEATHING WITHIN 4,-0-OF THC PERIMETER EDGE OP THC ROOF,INCLUDAG 4'•C"OW-F4 CH SIDE 6-THE ROOF PEAK,THE 4'-O'PERIMETER adequately supported by precast concrete bar BurrOt"t%to assure that the reinforcement chimneys,projections and penetrations as required by approved constreton practices. EDGE ZONE ATTACHMENT REOLIMCMENT5 SHALL BE L'5ED. Is held m position during Concrete placement and finishing• SILLPIATESTO FOUNDATION ANchoRWG RiDGE-TO-RAFfER5 0520 21" APPLY TO EACH PAIR.OF RAFTERS • Isolation J0145 are to be Installed between the stab and the walls.Use preformed FLOOR PLAN NOTES. I RAFTER-TO-WALL H7 APPLY TO EACH RAF1-ER joint filler that is to be cut 1/2'below the slab surface and the resulting joint is to be filled + Dimensions shall take precedent over scale drawn s,DO NOT SCALE DRAWINGS CEILING snEA7HiNG p 9 CONSTRUCTION DETAILS t WIND LOAD PATH CONNECTION DETAILS GYPSUM WALLBOARD sd CCOV" 7"EDGE/10'FIELD With an elastomenc joint sealant• RAFTER-TO-PLATE H8 of H2,5 APPLY TO EACH RAFTER NOT TO WALL SHEATHING • General contractor to install cop-rtex(or copper)sheet metal termite shellds • All interior walls to be covered with 'gyspusm board with metal corner reinforcing.All i' STRUCTURAL PANE15 861 4'FD(:F]DNP_16'OIC-6'AT PANEL 1DG19 ASD 12'A7 between all wood surfaces that are exposed to concrete or masonry surfaces. drywall products.including gypsum board,screw,joint Compound,tapes t trim shall be U.5, PLATE-TO-WALL 5TUD C520 18" APPLY TO EACH WALL 5TUD Gypsum Co.or approved equal. All joints shall recieve 3 coats of jolt treatment.Sand final INTERMEDIATE SUPPORTS IN THE PANEL FIELD 2ND. FLOOR WALL-TO-15T. feLOOR WALL LFTA or C520 c 36" APPLY TO EACH WALL 5TUD ad )NT"__,.xin�r 2aHF- i 6•orG-VAT PANEL EDGES AND 121 AT Coat to a uniform smooth surface.All wails,celhng and'mtenor of closets to be taped and tNTERMEDIATC 5UPFORT5 IN TME PANEL r!=D s Dal is not t I,,-exterior k f foundation wall with a bituminous the a floor fating a ming.Fountion speckled,3 coats,ready for paint. HEADER-TO-JACK 5TUD C520 12" APPLY TO EACH JACK STUD FIBERBOARD PANELS 7/1 6• Cd 3'EDGE/6'FIELD Date excavati0rt Is not#o be backfilled prior to the installation of the floor framing. • insulation ratings,and installation locations as indicated on Noor pians!sech ns CRIPPLE 5TUD-TO-HEADER H3 i APPLY TO EACH CRIPPLE 5TUD 2s/3a ea s eDGt/G'FIELD PLUMBING * HVAC NOTE5: GYP5UN1 WALLBOARD 561 COOLERS 7'EDGCi 10'F!ELD • Walls common to garage and house to have a layer of °fire rated gypsum board at SHEAR WALL HOLDDOWN ANCHOR 55TB t C APPLY TO EACH 51DEWALL END ('D /'� (� Ed 4'PDt;E TON°.16'OIC-6'AT PANEL EDu"C5 AND t 2'A7 IffLD • All plumbing work shall be done by a duly licensed plumber and must conforin and adhere garage side with 5'-0'return on adjacent walls S Ceiling. Provide 2 layers of R"fire rated HARDBOARD INTERMEDIATE SUPPORTS IN TME PANEL DGE I J ! �1 ' l f to all New York Stats building codes�saftey rcqumements. 1ST. FLOOR-UNDER-SILL PLATE 0520 WRAP UNDER DOUBLE SILL PLATE ad tNT .inR ON - 16`CIC-G'AT PANEL EDGES AND f 2'AT gypsum board on all engineered lumber as required by manufacturer specifications (U5E WITH 3i'SQUARE WA5HER5 INTERMEDIATE SUPPORTS IN THE PANEL FIELD "- "`- ^'-" ^-"'-'- L'r USE T iE FOLLOWING OR APPROVED5iV'P50N METAL CONNECTOR5 FOR PROPER WIND RE515TANT CON5TRUCnON, FLOOR SHEATHING I I ♦ if wall plates or joists are cut during the installation of plumbing fixtures or equipment a All bath t kitchen area Walls and ceilings adjacent to wet areas to have water resistant FOLLOW MANUFACTURE'S RECOMENDED#v5TALLATION INSTKUC'ION5 TO ACttIEVE MAXIMUM UPLIFT LOAD CAPACITY, 5TRUCTURAL PANELS- I'OR LtE,5 ad 6'CDGE/12'FICLD contractor must provrde appropriate bracing to tie framing back together, drywall,and provide wOnderboard for all areas Set to recieve tile. I I i I Nadmg re p,m ants are basad on Wali saeathing raled 6 Mcnea C.C.at the panel edge. H waN sraath,ng m nailed.n orches O.C.at the panel edge to obtain ( i ♦ Baseboard heating is to be hot Water and zoned. Plumbing contractor is to higher shesr capaceies,ns=Una regv.rcrnertte for etrvotvral menioers mall De doubled,or alternate oonneaco ,etch as shear pates,ii Uil he urea to i,Vinta'n toe adequately size the system and place the baseboards in an unobstructive location In each room load path. required to recieve heat. Minimum Of ane thermostat for each zone wili be required. LOCATION tuanY t : MARtUFACT-. MODEL#,;' TYPE ROUG14' DIVISIONS HARDWARE REMARKS OPENING ' When wall!•hesthin0 i•cont-ovs over connected members,the tabulated number of roils shall be permttee to be reduced to 1-14,1 nett per fcot. t 2 1 r Mechanical subcontractor IS responsible for adhering to all applicable codes?Md coftvaon revstsrt I I 48,3e roofind rads snd 16 a e staples are permitted,check'BC for add!,Oral ne iremerts. O 1 O I I sanely requirements. OFFICE 1 Andersen CXW14-Right Casement 3/-20 112"x 4- 4 Light WhiteiFolding I i I Revisions + HVAC subcontractor to fully coordinate system data R requirements With the Provide Scree equipment Supplier and to provide final system layout drawing and submit it to general Contractor. LIVING 3 Andersen 7W21042 Double Hung 3'-0 118 x 4'4 2 over 2 White Lock 7/$" Provide Scree owner and equipment supplier for finat review t approval. 1 ThermaTru CCA220-SDL Cotta a Style nominal 3068 2 Light Stainless Left Hinged g Composite Entry Door Hinges Smooth if Frame available BR 3 1 Andersen CXW14-Right Casement 1/0 1/2"x 4- 4 Light WhiteiFolding I ( I Provide Scree TABLE R30I.6 D]SIGN LOAD CALCULATIONS BR 2 1 Andersen CXW14-Right Casement T-0 1/2"x 4- 4 Light White Folding ._ �. 1/2" Traditional O I Gi i (D I I G Screen Q 1 A'10WA9t.@ o"LEC', Ce 9TRUC7tJRA!MfME6"R5 MLNIMUM UNIPORM.LY DI5TRIBUTeD LIVE LOADS(11503 STRUCTURAL MEMBER ALLOWABLE DEFLECTION EXTERIOR BALCONIES 6A 1 Andersen CXW14-left Casement 3'-0 1/2"x 4 4 Light White Folding R,:fters nsr=•p s!_ - Taste. W 60 DECKS 40 1!2" Traditional Provide Scree than s1'2 wish ns 0.ns^ed-tt ATTIC_',WITHOUT STORAGE , � st+aahan to rsP— ATTIC5 WITH STORAGE BR 1 1 Andersen CXW14-Left Casement 3'-0 112"x 4- 4 Light White Folding • Imensr wail•i rt,troro W.60 ROOM5(OTHER THAN SLEEFNG ROOMS) 40 112" Traditional Sheet Title P�o^s s stared as=i s Le W Provide Scree SLEEPING ROOMS 30 A otlwrstr tvrsi ma:Neaa.^g uz4o 1 Andersen CX24 Casement 5'3 114"X 4'-4 Light in White Folding ."r" a" >fl?#�•x"f Exte•im MAi;S wr-r.lave,ix ty'3 GO st.:cefinah CRITERIA FOR GALC:ILAT OF:OF DEAD LID 0112" each Sash Traditional R3� _ Nailing Zones for Roof �;oNT Provide Scree '�� •ir•ts+!. ^I� a, {F,,�. // {J.�}T t�L\' Exeenor aa:is-W=ria toadb war U240 �• •"4 r., _ PL(.._ Y r 1 i Ion y aac*+ITEGTURAI GRaPH•C STANDARDS KiTCHEN 1 Andersen CXtN14-Left Casement 3'-0 1/2"x 4- NO GRID White Folding •�A�'` Sheathing i n 120 MPH Peak brittle h"""a' 112" Traditional extar,o,wsI!s-sr=ra Iocds W.t. E♦i zo SNOW Provide Scree f,axi�afin�te� Gust Wind Zone P E T A[L s 3R0'JND SNOW LOAD zo Tian 1 Andersen CXW14-Lett Casement 3'-0 1/2"x 4- NO GRID White Folding AND GEOGRAPHIC DEIGN CRITERIA SE:-Vic 112" Traditional �! 'e Provide Scree �� 014 �� .- CLIMATIC WEATnfR VG 5`_VERE DESIGN CATEGORY Tj 1 ThermaTru Smooth Star Flush Glazed nominal 2868 NO GRID Stainless OUTSWING � + �-'� PR05T L!Ne DEPTH 3.0 Composite S2000 Full Light Hinges Right Hinged n ' ='P• TERMITE L^CCER.ATE TO I`EAV1' yyiyQ p g g g g Frame �1 w. V »,.- Cecnr 5u:;f+T To raooeeATE wlNo SaEED I�o " DINING 1 Andersen Narrowline Frenchwood nominal 6068 NO GRID White .,.f _ . o i � zone 1 Zone 2 Zone W'NTEC DES:Grt TEMP. i i EXPOSURE CATEGORY B ' ICE 5,;Ie:D uhovZ- AS PER MANUPACTJRER'3 200 Series Door Patio Sheet lelo Door ° "'1 `�, Field s"o.e. 12°o. . 4°o.e. • LAYN+f N7 F."iED se.C!P!CATtCNS/5TATE COCE - '• "T rLCOC nAZAReS GARAGE 1 ThermaTru 56021 Half Lite One nominal NO GRID Stainless INSWING Composite Panel 2668' Hinges Left Hinged a �.s•�� Panel Edges 6"O.C. 6"O.C. 4"O.C. Frame Confirm in field Nailing Requirements for 120 MPH,3 Sec. Peak Gust, �"Thick Roof Sheathing with 8d Common Nails 0