Loading...
HomeMy WebLinkAbout40057-Z St�,co TOWN OF SOUTHOLD BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40057 Date: 9/3/2015 Permission is hereby granted to: Zambrelli, Lauren 4910 Pequash Ave Cutchogue, NY 11935 To: construct a second story addition to an existing accessory garage as applied for per ZBA approval. At premises located at: /L NOT &t f � 4910 Pequash Ave, Cutchogue SCTM # 473889 Sec/Block/Lot# 110.-3-27 Pursuant to application dated 8/20/2015 and approved by the Building Inspector. To expire on 3/4/2017. Fees: ALTERATION OF ACCESSORY BUILDINGS $268.00 CO -ACCESSORY BUILDING $50.00 tal: $318.00 Buil ing spector TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL hoard or"THealtl� SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1502 Planning Board approval FAX:(631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined-4-i 20 %n 10 9'sme"I Farm C'onEad:f���{lgc' i?aeaw o;;ren.w, Approved 20_� ^1,aiI10^ i3nR^,t'.i- Disapproved a/c±[ 1 e(/q Expiration 31 ,20_1-k I j t ding hispe r AVG 20 2015 ' PLICATIONFOR B DINEI2l1� JAN 2 9 2014 � j INSTRUCTIONS `a.T1iTs 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 scare.Fee according.to schedule. b.Plot plan showing location of lot and of buildings on preguses,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 Inspectog will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout thi work.- e.No building shall be occupied or used in whole or in part(for any-purpose what so ever until the Building 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 1&months from such•dat'e.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 Buildin,g 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. (Signature o a>�wnt or name,if a corporation) </9r� )c?/_-9uFsd frl�� eL)7, _&k Z_ �y I19-sr (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises Ak0A E-> �i¢r�ta3rZt=`Lf (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 propos-4 work will b6 done: 414.-0 F �tJFGf�D�u/ House Number Street = Hamlet County Tax Map No. 1000 Section P12 Block 3 Lot z� Subdivision Filed Map No.4/73,8$? Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Gee b. Intended use and occupancy S;b�29G 3. Nature of work(check which applicable):New BuildingAddition Alteration Repair Removal Demolition Other Work 4. Estimated Cost Fee (Description) _ (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 I 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. i3. tr. L,,_� 7. Dimensions of existing structures,if any:Front /y' Rear 1q` Depth 30' Height Number of Stories Dimensions of same structure with alterations or additiofts: Front !y Rear I y Depth_P N' Height 16'6 n Number of Stories Z 8. Dimensions of entire new construction:Front Reay Depth ' Height Number of Stories 9. Size of lot:Front .Sa Rear J-O Depth l7 10.Date of Purchase Name of Former Owner 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 i Will excess Albbe removed from premises?YES—NO_ 14.Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. -r, 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?-jrES 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 NO *IF YES,PROVIDE A COPY. ";� s U a iL STATE OF NEW YORK) SS: COUNTY OF��� being duly swom,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D.BUNCH Notary Pubpc,Slee of New York (S)He is the No,01 guel sum iS- (Contractor,Agent,Corporate Officer,etc.) Commission Exons April 14,2w1 UMBIR 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. S o rnto before me this R� day of_ 20� Notary Public _v Signature of Applicant FORM NO. 3 NOTICE OF DISAPPROVAL DATE: February 11, 2014 TO: Daniel Mullin for Lauren Zambrelli 4910 Pequash Avenue Cutchogue, NY 11935 Please take notice that your application dated January 29, 2014 For a permit to reconstruct an accessory garage at Location of property: 4910 Pequash Avenue, Cutchogue, NY County Tax Map No. 1000 - Section 110 Block 3 Lot 27 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted pursuant to Article III, 280-15 which states: "In the AC District and Low Density Residential Districts... accessory buildings & structures or other accessory uses shall be located in the required rear yard, subject to the following requirements " The required side yard setback per 280-15B is 5'. The site plan indicates the proposed construction will be at 3'. Authorized Signature Office Location: O,�'OF $Q�lyol Mailing Address: Town Annex/First Floor,Capital One Bank ~ 53095 Main Road 54375 Main Road(at Youngs Avenue) P.O. Box 1179 Southold,NY 11971 ® �Q Southold,NY 11971-0959 http://southoldtown.northfork.net D E C '_ BOARD OF APPEALS TOWN OF SOUTHOLD JAN 15 2015 e1. (631)765-1809 Fax(631)765-9064 BLDG DEPT. FINDINGS,DELIBERATIONS AND DETERMINATION TOWN OF SOUTHOLD MEETING OF JANUARY 8,2015 ZBA FILE: 6803 NAME OF APPLICANT: Lauren Zambrelli PROPERTY LOCATION: 4910 Pequash Avenue Cutchogue,NY SCTM# 1000-110-03-27 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 H category of the State's List of Actions, without further steps under SEQRA. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: Subject property is located in the R40 zone district and is non-conforming with 8,750 sq. ft. It is improved with a two story frame dwelling with attached deck, accessory above ground pool and accessory one story frame garage. It has 50.00 feet of frontage on Pequash Avenue, 175.00 feet along the northern property line, 50.00 feet along the western property line and 175.00 feet along the southern property line as shown on the survey of the property prepared by John T.Metzger,L.S. dated November 10,2014. BASIS OF APPLICATION: Request for Variance from Article III Section 280-15 and the Building Inspector's February 11, 2014, Updated September 29,2014 Notice of Disapproval based on an application for building permit to re-construct with second story addition an accessory garage, at; 1) less than the minimum side yard setback of 5 feet. RELIEF REQUESTED: The applicant requests a variance to construct a second story addition to a pre-existing accessory garage having a 2.9 foot side yard setback where the Code requires a minimum 5 foot side yard setback. ADDITIONAL INFORMATION: The "Notice of Disapproval" refers to the re-construction of the subject pre- existing accessory garage with a proposed second story addition, however, from the public hearing, it was learned that the pre-existing subject accessory garage will not be re-constructed and that the proposed second story addition would be constructed utilizing the pre-existing accessory garage's walls and foundation. At the public hearing 'the adjoining property owner to the south expressed opposition to the proposed second story addition because it would affect his view. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on December 4, 2014, at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property i h Page 2 of 3-January 8,2015 ZBA#6803—Zambrelli SCTM#1000-110-3-27 and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. There was some evidence presented and testimony given by the adjoining property owner to the south (in opposition to the variance) that the accessory structures in this neighborhood do not have second stories and that a granting of the variance would produce an undesirable change to this neighborhood. The Board finds that a second story addition to an existing accessory garage will not produce an undesirable change to the character of the neighborhood because two story accessory structures in residential zoned districts, when in conformance with the code, are permitted "by right" whether there exists other two story accessory structures or not in its neighborhood. The existing accessory garage with the proposed second story addition is in the required rear yard location and will be partially screened from the road by the principal dwelling. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The pre-existing accessory garage is at a non-conforming 2.9 foot side yard setback and it would not be economically feasible to relocate the existing accessory garage and foundation to a conforming 5 foot side yard setback. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 42%relief from the code. However, upon personal inspection of the surrounding neighborhood, it appears that other parcels have non-conforming side yard setbacks similar to that of the subject accessory garage. 4. Town Law 4267-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. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of constructing a second story addition to a pre-existing accessory garage having a 2.9 foot side yard setback,while 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 Schneider, seconded by Member Dantes, and duly carried,to GRANT, the variance as applied for, and shown on the survey of the property prepared by John T. Metzger, L.S. dated November 10, 2014, and the architectural drawings prepared by Mark Schwartz, Architect and dated 01/20/2014 pages 1-4. Any deviation from the survey,site plan andlor architectural drawings cited in this decision will result in delays and/or a possible dental by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving 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 Page 3 of 3-January 8,2015 ZBA#6803—Zambrelli SCTM#1000-110-3-27 Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three(3) consecutive one(1)year terms. Vote of the Board: Ayes:Members Weisman (Chairperson), Schneider, Horning,Dantes, Goehringer.This Resolution was duly adopted(5-0). c Leslie Kanes Weisman, Chairperson Approved for filing ` / //2015 Inc rocarion or puoiic waxer, wells and cesspools shown hereon are -- -- frdm field observations and or from data obtained from others. SURVEY 01 PROPERTY EXISTING LOT COVERAGE AT CUTCHOCTUE Q �® �� o�,®�,1, ®�S� HOUSE AND DECK = 1,396 SQ. FT. / SUFFOLK COUNTY 1V Y GARAGE = 433 SQ. FT. l/ TOTAL = 1,829 SQ. FT. 1000-110-03.-27 (1,829 / 8,750) x 100 = 20.9% o SCALE- 1"-20' NOVEMBER 10, 2014 EXISTING LOT COVERAGE (with pool) F. �p,QA HOUSE AND DECK = 1,396 SQ. FT. , GARAGE = 433 SQ. FT. POOL = 252 SQ. FT. �y TOTAL = 2,081 SQ. FT. (2,081/ 8,750) x 100 = 23.8% osoo 2 wALjC 0�� RECEIVED NOV �3 �p k 40k o\ yp1 Pay o NL 20q1`7A ZONING BOARD OF APPEALS DO 4 06 ,e, 00_ 06 Ak r,G ���Pyg Bldg Dept�dCopq/VJjfro(`m//ZBA y 0 10 PQ� � 0\c 5 , oI� ZBAIFiI V1#W� U cnents �C� (Q. GQ�� FF'� 6 RAIN RUNOFF CONTAINMENT: o�� �ny9y �� �po451DQ��G� C, GARAGE: 435 Sq. Ft. 435 x 0.17 x 1 = 74 Cu.Ft. Ste\ S �'�\ �F Provide 1 DWs. 8' dia. x 2' Dee 0 Connected by Gutters & Leaders •po`\ u AREA AREA 8,750 SO. Fr. ANY ALTERA77ON OR ADD177ON TO THIS SURVEY IS A WOLA77ON c) J N. Y.S LIC. NO. 49618 OF SEC77ON 7209OF THE NEW YORK STATE EDUCA77ON LAW. ONICS ORS, P.C. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77FICA77ONS (631) 765— 20 FAX (6 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF 31) 765-1797 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR P.O. BOX 909 WHOSE SIGNATURE APPEARS HEREON. ® = MONUMENT 1230 2R DVEL R STREET 14-116 l�f��F� t3A1lt 5' { .Y.�.L}•' .,<rr.YW...�.4•-• ��'}�rl ,y jy�1j. -'M'' � ' � �•"� .!�'� Ilndu9iair�ad�.rnia+a.s�l1 " ` j '�.�� {{ ..�' '..••��++. ''' Y kyr 4 IU1nld WlVnl11 C�' . ' �, A it ` .. ,-' �iaij+1�{�ilr� ,. 8p611p11�IIOQ C���, �.i' .. •�"'+'�5. ItL . '• . ' , . oopr000rmbwN!Y,�r(�etba�4+o• '�' /��t,��•� .7..�r—..,,7.,,•..—'---- aibMadw eongeisld � .. .•. 'roltrrard9aawaopX; � . t�,re,.moo,uida dFprom snag Nnt' �°'iura '• ' , j 'i p�na6 i•. ' , ; 'wr. tau�aswl�{+ '�prian9h�ra '' - auaaagar:maeaaitIra i i _ LAUT" 1 .udfo t•....+� ��( ��P,' .�� o .•r n�'�u' 7� t VA, TJ NA :t. � '9• �i Y.�' r',, ^ �,� ' .a •L.i...:W.�;�J r aNr..�i.•.�•.._•.fur - �p�Lypq r`i�/'•`��;EW'[�I�++ y rI a yea /� _ '..= jy)yµy -_ra• ' l(( ' _1 f'O •x.'•!.'••41 '•�. AAA. s fi-{^j;;+11 j.�.��., 1.*.,`'r•� fi f �� {_,7 y�,'Y is �V•'� t.��• � r, 't �•' •y ��� �• •'^1.•, .. i. ,!^-�f v:�, ;',",S'?C.r,'f�'"�• �i' vi• r r �S't- ��M�_ � �. .� , i i4,, •f+�t H';%� ��"�•�,, a �i,. �rt�,-�I , • ,R.,S,•'t Y•i�t i ��.'.,�' +I-Jr..��!' .:�.tY'. w't•,'��� .����• 1.�..:•� ^r��. .'1•, i r t•1�� .•, .�'`•1t,3.�1r��•r••'i yX'S1•'t•,e'i=•4.1:• A��• ..T.:q,. ('�l:J',.7 ''Sir• t� !�>� ,. �,i' i •�?�`_.i, ,.�'�.rl 'r-Lr fil rr c,5i:;'.ti wK-: ti.5:��'�.`t;,::vv;:_ a���'u..~F:.1��'.r'.:•i fi:'�i•.rL:1:r'i•.. . •:i5'.W, t.�.'. ,.. i1� "�. :� ,... ... .. - _ - O1 _ .fes• - i� _ - - - PROPOSED,NORTH ELEVATION- SCALE: LEVATION SCALE: 1/8"= 1' _ _ V 169 j%e 90 PROPOSED'EAST ELEVATION FiaPF`�eG i oti te• SCALE: 1/8"=1' �a ZAMB-RELLI HOUSE _ 01/20/2014 aIEMI PROPOSED SOUTH ELEVATION SCALE:'1/8"= 1' PROPOSED WEST ELEVATION :,,)�,ocoe"d Vprom zeis SCALE: 1/8 — 1 d9Qedpcu�e 1 pate:- - ZAMBRELLI HOUSE = 01/20/2014 R 30'-4" - ..................... 14'-4" 7'-0" o PROJECT NORTH 1ST. FLOOR PLAN SCALE: 1/8"= 1' 30'-4- 9,-11,h" 12'-0" 8'-41h" "I'IT- - r1R PLT Hr r.l .n I i� o EXISfING STORAGE o -p ELEVATED R WORKSHOP 1--W ABOVE MAIN AREA m ' I i+l 3151p•PLY HT IP PLT- T 1•Il V3•PlT HT.�� - 9'-11 ih" 12'-0" 8'-41h" 30'-4" PROJECT NORTH 2ND. FLOOR PLAN Deal 1 gym zsq coed ents • SCALE: 1/8"= 1' B;aat revlewed d0cl1Tn Zgq Fiie# / Date: A ZAMSRELLI HOUSE 01 /20/2014 AP O M� W I r r u7 Lo ro BId9 from ZBA le#e ed docu ZBA Fmen s Date: ZAMBRELLI HOUSE 01/20/2014 0EEK -- REVISIONS !�S t.'OTED c"D E S 0 F 4006- CODES PAT E:131365�� TOWN of- 0CCUPAi"lCY OR T1.4 E:\N yo Di—ONS r 1\�oD CON OUIRED, USE IS UNILA1,A!FUL [,q, R E NOTIFY U!21DIIT'l :-)�-"�,�RTMFHNT AT, c .11 Ap WITHOUT CERTIFICA-K 765-ICC2 8 1,,M, Ti) 4 P'•i FOR THE eu FOLLO�A'ING iNSPECT10,NS): ........... ------ F OCCUPANCY 1. FOUNDATiON SQUIRED EAST HEIGHT: 19'-6" W,'O R FOR POURED C NCRE 2. ROUGH - FRA%IING & PLUMBI'N'G WEST HEIGHT: 16'-6" -ULATION 3, INS AVERAGE HEGHT: 19'-0" 7 1 4. FINAL - C01,1STRUCTION MUST STOFUl WATER RUMI F - - — - — - — - — - — - BE COiMPLETE FOP, C.O. 'SUANT TO CHAPTER 236 4 00 ALL CONSTRUCTION SHF,LL MEET THE br' THE TM`[i CO :CODES OF REQUIREMENTS OF THE YORK 70- I ESPONSM ORK 11, T RESPO CD �a DESIGN OR CONSTRUCTION ERR Ir Al— - — ro jtt 'i C5 rl u t: 00 rl PROPOSED SOUTH ELEVATIONz PROPOSED WEST ELEVATION SCALE: 1/4" = V SCALE: 1/4" = 1' z 0 cn EAST HEIGHT: 19'-6" WEST HEIGHT: 16'-6" AVERAGE HEGHT: 19'-0" FT 11 1 ;z -rl 0 T w w Z < w —--------- 2: ::) cn 0 < 0 cr) 00 w -00 00 0- c) cy) ct 4 PROPOSED NORTH ELEVATION DRAWN: MH/MS PROPOSED EAST ELEVATION SCALE: 1/4' Cp p SCALE: 1/4" V SCALE: 1/4" 1' JOB June 19,2015 SHEET NUMBER: "23 REVISIONS A e O EXISTING CONC.WALL 0 B B N 2 a m m .N, 4 � H JE Z v� s Yti. U TIE IN#5 REBAR t FOOTING-WALL 0 8"WIDE.12"DEEPEXISTING CONC.FTG.UNDER TIE IN#5 REBAR CONC.WALL WALL ABOVE FOOTING-WALL CLOSE OFF r/] "-1 EX.OPNG. < < 30' 4" A z w ¢ z LOWER WALL UPPER WALL s Z a E PROJECT NORTH FOUNDATION PLAN � O � � o N --------------------- 1).PATCH AND REPAIR EXISTING WALLS AS REQUIRED. 1 2).NEW FOOTING TO BE INSTALLED UNDER STAIR WALL AS SHOWN. z 0 1 `• O (� B W uj i = B 3).REPAIR SLAB AS REQUIRED. 1 o i INSTALL 5/8"TYPE-X 4).NEW WALL TO HAVE ACQ SILL PLATE(TYPICAL) uj Z I FIRE RATED SHEETROCK o , ON WALLS AND CEILING X N 1 O 1 N 1 1 d POST � 1 14'-4" 7'-0" If x --------------------- NEW 2X4 WALL w I I 1 1 1 I I 1 I 1 I 1 I I I 1 1 1 I I 1 I 1 I 1 I 1 1 1 0 i IU 1 1 1 1 1 1 1 1 1 1 1 x I _w 1 I I 1 1 1 I 1 I N vJ 1 1 1 1 I 1 1 I 1 I 1 I 1 I 1 I 1 1 1 1 1 I I 1 1 1 1 )2X8 HDR z O Z 2'-6" <( W 2'—1" r„{ _ .�� Q O QJ p 2 o U A � � SDN Ct EPROJECT NORTH IST. FLOOR PLAN N SCALE: 1/4" = 1' 1N SC l).REMOVE EXISTING ROOF AND CEILING(EXTERIOR WALLS TO 4).ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS ON EACH {� J REMAIN).NEW FLOOR TO BE CONSTRUCTED ABOVE. SIDE OF OPENING. DRAWN: MH/MS rr rf "",•',', N 2).NEW WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C.. 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES �' 1} SCALE: 1/4"=1'-0" WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH JOB#: 3).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE. FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. a `,:` d �t! June 19,2015 PROVIDE BLOCKING AT 8'-0"O.C.AND MIDSPAN. R 6).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"TYPE-X �. SHEET NUMBER: FIRE RATED SHEET ROCK. � �� A-2 REVISIONS < A> 30' 4" 9'—1 11/2" 12'—0"7-10"PLT.HT. 8'—41/2" 0 f 3'-5 1/2"PLT.HT. 2-TW2842(3in Mull) P-11 1/2"PLT.HT.-► (2)2X6 HDR � I r 5-0" • I 4 SLOPED B CEILING r r HALF = BATH SLOPED D o U p +n J -------- CEILING ^ - _ - _ - - - - _ _ _ - _ _ - _ _ _ _ _ _ - - _ - _ - `�' 7 POSTWORKSHOP ---------SLOPED---------� v K w o v m ,n o CATHEDRAL CEILING CEILINGN �j °+� ,FV7 r, O � �+ SLOPED -------%K� T CLG. -- CEI INC - - h RAILING EXISTING STORAGE u ELEVATED FLOOR 1'-6"ABOVE MAIN AREA �N,! r Cs I ! ! I + ! I n I I I I , (2)2X6 HDR .7/7zz/:���777 7�17t�/ !MF---------q2ZZZZZZ:ti,�///////7/-7777777//////H� No T-5 1/2"PLT.HT. 2-TW2842(3in Mull) 11'-111/2"PLT.HT.—► 9'—11112" 12'—0" T-10"PLT.HT. 8'-41/2" A30'-4" 70, le DORMER E� .' 6" H ,2"OH A w z ------------»__--__--_--- - ____________________________ , -____--___=--_---__-- S Q 2ND12 CE . FLOOR PLAN a 12 E PROJECT NORTH Q ° a „ z ° o B ; ; 2.8 0 B N SCALE: 1/4" = 1' w o .-----'---------� 04 OH' ! f--� z 1).SEE FLOOR PLAN FOR PLATE HEIGHTS(VARIES).SEE LOCATION FOR 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES !O N POSTS TO RIDGE(CATHEDRAL CEILING). WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH I--� 2 1-3/4X11;7/8 ML RIDGE (2)1-3/4X]1-7/8 ML RIDGE 2 1-3/4X11-7/8 ML RIDGE FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 2).EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C.. POST (ALT.: (3)9-1/2 ML) (ALT.: (3) 9-1/2 ML) (ALT.: (3) 9-1/2 ML) s 112 6).ALL MULLS ARE TO BE PROVIDED WITH 2-2X DF#2 STUD POSTS Q (TYP.) ; 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. UNLESS OTHERWISE NOTED. Q „OH , + 4). ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS ON EACH SIDE OF 7).INSULATE ALL EXTERIOR AND INTERIOR WALLS. OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM -------------.-- HEADERS. 8).CATHEDRAL TO BE PROVIDED WITH A V AIR SPACE BETWEEN ROOF 12 12 ; ; SHEATHING AND INSULATION. a 2.8 L� 1 ; 9).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK. i ) I . _____________ _____. _______ _________------____,.-- ----- ------------------ 12"OH 6"OH ROOF AREA:518 SCI.FT. IJ_1 AT 100%WATER RUNOFF:87 CU.FT. D PROVIDE(1)8'DIA.X 3'DEEP DRYWELLS O IZ z DORMER DRYWELLS CAPACITY:126 CU.FT. Q LLI A Qo OGEE GUTTER-STANDARD S" ttQ�'' rM 3:NOTES: l��1 w �U"" �� $ 1).EXECUTION: CDROOF E W 2) PREPARATION:NOBEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. E �O 1 d _ 1 PROJECT N 0 RTH A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. ct SCALE: 1/ I II — B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR N ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR 1).REMOVE EXISTING ROOF. 6).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!! METALS WITH PROTECTIVE BACKING PAINT. SHEATHING MUST BE DRY AND CLEAN PRIOR TO INSTALLING .,,, 3.INSTALLATION: 2).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. UNDERLAYMENT.UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. ELEMENTS AT END OF THE WORK DAY.COVER WITH HEAVY-DUTY 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. /z �� 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. �G? {ifs 3).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND TARP UNTIL ALL ROOFING IS COMPLETE. a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND DIRECTLY TO THE DECK ALONG EAVES_ ACCESSORIES. 7).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT A /g;" ', �� DRAWN: MH/MS INSTRUCTIONS.USE GALVANIZED ZINC COATED CONNECTORS, * ':: N 4).USE 15#FELT UNDERLAYMENT WITH ASPHALT ROOFING AT 10"PITCH ( ) ROOFING NAILS, \ ',; SCALE: 114"=1'-0" 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL ROOF AREAS.2.5"PITC ROOF TO HAVE EPDM ROOFING. 11-12 GAUGE WITH AT LEAST 3/8"DIA. HEADS,LONG ENOUGH TO CONNECTION WATERTIGHT. JOB#: PENETRATE THROUGH PLYWOOD.USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT CUTTING INTO SHINGLE DRY WELLS TO BE 10'MIN. 4).PROTECTION: : .` June 19,2015 5).ICE&WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. �� CY - AWAY FROM HOUSE SHEET NUMBER: WITH ROOF AND SIDE WALLS(TYPICAL). SURFACE. B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION. + "�`, 'vLZ36 ,✓y,,-n�-� 00 0 0 O A-3 REVISIONS (2)11-7/8 12 ML RIDGE 2.5 -.� (2)1-3/4X11-7/8 ML RIDGE 12 O 2X8 DF#2 2X8 DF#2 SOL' RR @16"OC ® ® RR @16"OC �1 Q� _C3 � r Ln 3/4"SUBFLOOR I i - 1-4 3/4"SUBFLOOR 3/4"SUBFLOOR 2X10 FJ @16-OC 2X10 FJ @16"OC 2X10 FJ @16"OC N 01I „moi rc� e-1 U V d W 00 o` ?� U c ° p ° EXIST.ilk x a • e a. • e• • e. • •, e. a •. e Q �. a �• 4 °.. EXIST. EXIST. MIN.8"X12” o' CONC.FTG. °. SECTION A-A z „ _ SECTION B-B o SCALE. 1/4 - 1' SCALE: 1/4" = 1t REScheck Software Versio" 4.6.1 W as Compliance Certificate a U Project � Fm gy Cade' 2010 New York Energy Consei vatian O 1�-•I i—tio -Suffolk County,New York Cbedvctien Type: Single-family U Q�+I Yroi—Type_ Addition W !-r C1H1.te Zone: 4 O P1 _it @kacr- �Uy 1 1 N"OC e remit AiVm6b . I Construction Site: Dwne RRLgcdCont acw. ct ~ W cARlht\jLK,AIY 11535 x10 STAINLM STEEL / / I { r r 1 { { �H f /� ;y I 11MI'R Bk]W�a.Wa.k'EA.e Oda as3tls RFic£z I.n:ivi Ya va-ro��'SR�+i lwuatl vl"as#�msads b rvaR iw�Rf. 1 I 1 OB GALVANUED 1 1 ie 7�SW.y Ream psn.d+df�W?/u+sm SMA r.mw numWwAs+r f n`� woDDs4121 W, WPSFIE0.517"O.G r II I 1 I� I I II I� I lx"G.c U,oc I (` Envelope Assemblies R / 1 3 9 APA nYWODD -� .��--i�'•��a��m'��� I I I {/ I I / I I (I , 1 I I I 1` ` ` s�iurHleG fk arl:AlldPoedgaasc+t'ecss:Over ts+scand` ISpace 425 30-0 6-D 0.03 a24 \V \ VV APA RATED SHEATHING \ 11 r�1 Qu Piw.000 I I I I ! T` { I I ' I ( I 1 �\ { CL%n 1:f5.rtfm,"Ce4ev 425 22.0 0.0 V.048 24 v1 W qLrERNAnvrvE. /16•o.s.s 1 / 1 I 1 i W.9 1:Wood fnwa.lc"e.c 438 13-6 0.0 0.022 30 I/YACARATEDSHEATHIN6 I I I 1 GRPDe PLew000 f I /Mz W ,9 bs.1:Wood Freme:DmIl.!Pane wins trn r IV 0.300 5 O I I I i I r I 0 i I l r I , ,uTERNAnvivE:�ry6"o.s.e 7 i / I I i I Wind—2.Waod frartre3buble fixle yr to—E 51 9320 IC W ri // I // I ) I I I ) ' Ca�spfrenre 5'mtrmersC The pis &u4drng desiw+d e9bed Ix+e a cardamt vh+,the baai g Fl—,vpe Acations,and atha 3 Q W x10 STAINLESI sTTEL /{ I !J ( II cefcuons st3rrnitfced wiara tFee pvmit applzcatiors*1T: o-sed$uildmq hex b—de69—d m m t+.2010 Few Yard+E.r�vy011/2 OR GALVANIZED 1 { 7x4 DF#2 / ( I / ` ! I ( I Conserxoti—€mr+.st-ctivn G.&rexNUT .w is m-J2550. e&Version 4.6.1 and to cemphr with d+e. ndotvy requaen ents 6vted m 11/4 wemsrnewsw/ 1 ` sTUDs 7 1 I {)7 r ( 0 WASHERS 12'D.C. L3*e RfScf+ec�c IeesQecLan CIec►Est. �� V f WINDOWSILL ji DR GPLVVi12ED W/ .me i srI3" � ? O. 11 S (EL C F.A.I. (rU(LESS THAN 4'-0X8-0"OPENING' W WOOD 5C2EVS WASEER5012'0_C' TYPICAL WINDOW OPENING TYPICAL DOOR OPENING U MaTPLE PLYWOOD ASSEMBLIES 0) (LESS THAN 4'-0X8'-D"OPENING) TOGETHER w 57105 N��LESS-EEfOL 03 11/4 OR GALVINI7ED BOLTS W/WASHERS AND NUTS 0 T-W O C. TYPICAL MULTIPLE OPENINGS C.O. (MORE THAN 4'-0X8'-0"OPENING) 3 IArotectTRie_ Report date* 04124r1SwTrr' 4A Data ftienamc CAUsersWrefong Sla4i PDocuimr&MC checkl2Af4mEW-rck Page I of i " P + 1•' Com'T' WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 4 N4Sc� /R AS PER TABLE 1609.1.4,N.Y.S. RES.CODE:ALTERNATIVE FOR OPENING PROTECTION( NOT USING IMPACT GLAZING n ,t ' (> , ( SLOPE 1/4 PER FOOT PITCH TO DRAIN ��'� q T R,OED } 1 WIND80RNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" 4°C.I. �` C' C SyY$ls'E-M H DRAWN: MH/M5 AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO �'*.t?".J SCALE: 1/4°=1'-0" COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL TRAP HOUSE , .� ;, .;, '4xrx.'.r z. CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. 4 f.�`_, r y+�� JOB#: ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. `_'' June 17,2015 PLUMBING SCHE ;v : + <`+q•'- SHEET NUMBER: N .T.So -4 REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTJRE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS RAFTER WALL STUD • ENDW.4LL CRIPPLE STUD BOTTOM PLATE 0 RIDGE LEDGER B ATHTUB HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS CONNECT TO 1 SIDE OF ALL CORNERS ON BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT LOCATION USP NUMBEk DESCRIPTIOIJ APPLICATION LOCATION USP NUMBER DESCRIPTION .APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WTH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTIOiI WITH 2 O JOISTS. UNDER WALL 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK S1UD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OYER RIDGE TO EACH JOIST 2x6-2x8 LS26 t8ga. SLOPE HANGER ,APPLY TO EACH RAFTER / LEDGER ti THE FLOORS TO EACH OTHER W THREADED ROD. ALL OPENINGS RT3 OR RT7 TrDOWN ANCHOR APPLY TO EACH CRIPPLE STUD FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE N / 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKIIIG 624"OC WALL STUD ti m THROUGH-ROOF EXHAUST VEIITS SELECTED AND H METAL STRAP ` LOCATED BY COIJTRACTOR w xo Z w U U7 VENTILATION CHANNEL U ti v °O RIM BOARD RAFTER AS REQUIRED � � � � •NN SILL PLATE(S) RAFTERS U s MAINTAIN ` VENTILATION •, , , , ,, , , , WOOD JOIST V T FOUNDATION - TOP PLATE BLOCKING • - - - - - 2x4 LEDGER BLOCKING ° STAPPING TO BE ATTACHED TO WALL STUDS 648"OC 2x4 SOFFIT JOIST z AND ALL WINDOW/DOOR OPENING JACK STUDS i ATTIC SHALL BE PROVIDED WITH A FASCIA MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENIIIGS WOOD GIRDER INSTALL 4'0" O.C. �i SHALL BE COVERED WITH CORROSION- 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH CONTIN. SCREENED VENT ON ALL OPENINGS �� OPENINGS OF 'A INCH IN DIMENSION. CONTIN. SOFFIT/ EXT. PLYWOOD i INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATICN SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS CONNECT TO ON ALL OPEIJINGS 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDDVM ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEII JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS i 8" - 12" RAFTER RT20 21-1/8" x 20ga. TrDOUlN ANCHOR EACH RAFTER ON ALL OPENINGS / � O 2ND. FLOOR WALL •• i L ' ' RAFTER r•-a I � Q WOOD JOIST z Q TOP PLATE I-7 GIRDER/HEADER 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS (948"OC WOOD JOIST AND ALL WNDOW/DOOR OPENING JACK STUDS WALL STUD (�] FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" O.C. 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION O ON ALL OPENINGS DONIIECT EACH ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDD`NN ANCHOR INSTALL 4'0" O.C. FAFTER TO PLATE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS H� 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS ;ONNECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPEfIINGS PLATE WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD F� DPL. SILL PLATE TERMITE SHIELD SILL GASKET rf TYP. CONC. FOUNDATION ^ ` CONC. SLABGRANULAR FILL . • r ^%` � I DAMPPROOF EXTERIOR, 6 MIL. POLY Vx 6MIL POLY ON EXTERIOR 4' • • • �• � � _ � %` � I ' V STEEL COLUMN s % CONC. SLAB I 'p 'r.• f• \ v ANCHOR BOLT EMBEDIAENT: n p 'CURED CONCRETE: 7" �% p �, I COMPACT FILL —�► a :• 3LOCK 'NALL 15" ` KEYWAY FOOTING ` e V f C-a •, CONC. FTG. .p •a Q'p ]L p . w , Z) s USE WTH 3x3 SQUARE WASHERS ` O W Z O ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) %\ �— \ w � w aw REINFORCRIG BAR FOUNDATION 5/8" DIA. ANCHOR BOLT _ DRAIN TILE Jt p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING t , SILL PLATE TO FOUHD.4TION 1 STORY 72" OC = r=rn (CRAWL SPACE OR FOUNDATION) �� U) V TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION Q O FOR S 2 STORIES 36" OC Al WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE DR FOUND.4TInN t\4J WALL BOTT(SLARAONTOp40FNDATION 1-2 STORIES 57" OC w w r "("'T O SUB FLOOR U CONC. SLAB DOOR FRAME 6X6 10/10 W!Md J c GARAGE JOIST COMPACT FILL DOOR _ 1 I USE 2X8 1�STEEL BEAM N .^% FOR BLOCKOUT ►� � 4" SLAB I % W/ 6X6 WMM \ SLOPE P.T. PLATE / ` " _ 4"DRIVEWAY NOTCH JOIST AND ,ADJUST HEIGHT `♦ 1 • 7 1/2- (WITH A NAILING PLATE IF NEEDEDd`0��-""`•'�a n-�4^n • "•';ate d• '• •p •• w• •• . • TO BE APROX. 1/2" OR HIGHER THAN ^F•,"f.�' e;�,'='L't ``�7..� s' STEEL BEAM TO ALLOW FOR SHRINKAQZ,' -el- "�yttt•"�a'�.4;'I't!I O O ( G ADE 1' . • e' % ► O • {v61V S� �+ • a --a'----cC''� '• • ' '• PROVIDE STRAPPING TO KEEP JOISTS A T' •p �..•p a a a o • • •. SCALE: 1/4"=11-0"S 6x6 W.w.M. e s _uJ ° �a `�Y'" (� DRAWN: MH/MS 12" � a a a •' MIN. ait'O e O '• p 4 •a p p O • w � �� y REINFORCING BAR — O s ' sa I —I I #'�. '• `n �� DRAIN TILE I�—� • 0 • REINFORCING BAR e•w : a ; •o e 'e I— JOB •a — F TEE A �. t 0 12•' b!_! 'EAM W •'� J SHEET NUMBER: —� • une 17,2015 .. Jap �•@bL `"`�``' �, ; TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. • • Ito REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. t1 C'•' s GARAGE DOOR 13LOCKOUT J 7 S REVISIONS GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of lOd common nails required JOINT DESCRIPTION QTY SPACING NOTES CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) �^-^�----�---�� TOP PLATE 10'WALL:4-SdCOMMON RAFTER TOTAL SQ. FT.OF CONSTRUCTION (SEE PLANS TOE-NAIL 1).The information within this set of construction documents is related to basic design 2)•RAFTER-TO-WALL ASSEMBLY: ) intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WALL:3-8d COMMON EACH TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-BdCOMMON JOIST g y p g gi p p PRESCRIPTIVE AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE AND State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA 2006 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES ©Q ©� OVER PARTITION WFCM-SBC LAP NAIL EXT,BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) ROOMS (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END OTHER THAN SLEEPING NAIL ( ) 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION QTY, SPACING NOTES GAURDRAILS ANY DIRECTION 200 m precautions and programs in connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT-C) � P PLATE TO specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOTOP PLATE FOOT SEE NOTE:1 2-16d COMMONPER FACE NAIL LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION t j r7 m anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMONJOINTS FACE Q + INTERSECTIONS EA-SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: rll STUD TO 24" FACE " � Z '' or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE v .4- STUD O.C. NAIL Sym.: O 4,0 y attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION ^- 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7"o.c-at panel HEADER TO 16"O.C. FACE SEE FLOOR PLANS gypsum p 16d COMMON SMOKE&CO2 DETECTORS � � such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION U 8),Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: PER FACE NAIL 2-16d COMMON BAND JOIST, CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FLOOR JOIST, FOOT SEE NOTE:1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade- SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP- REQUIRED 2}.All footings#o rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING MODERATE SLIGHT TO ) expansion material between concrete slabs and abutting 3 .Provide 1/2" joint 2.4.4.2 and 2,2.4 respectively. 20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 YES - P 1 g JOIST TO: PER TOE concrete or mason walls occurin in exterior or unheated interior areas. ) 4-Be COMMON ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: �' g 8.CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE Z 4).Any new concrete walls being attached to existing concrete structure shall 2-Be COMMON SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES with table 3.5.Window sill plates shalt be have steel connectors in accordance with table TO JOIST END NAIL be installed with#5 re-bar,18"long at 12'o.c..Use approved epoxy for installation. 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE I--I 5).Unless otherwise noted,all slabs on rade to be 2500P.O..Concrete to be 2-8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"O.0 8d COMMON 6"O.C. SEE NOTES:1,3 g P- TO JOIST END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 BOTH FIELDS to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6'O.0 8d COMMON @ 12"O.C. ( } P ty 3 16d COMMON @ NOTE:2 FOR PANEL FIELD anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL 6"maximum lifts(layers). P P g W along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:1,3 w (~ 6)-Crawl spaces to be provided with a minimum 18"x24"access opening.Install one 3-16d COMMON 8x16 cast iron foundation vent for every 150 sq.ft.of area. attached with the above requirements. TO BEAM JOIST NAIL JOIST ON LEDGER PER TOE DECK AND COVERED PORCH NOTES: TO BEAM 3-Be COMMON JOIST NAIL NOTES Z 7).Dampproof exterior of foundation with bituminous coating as per section 8406 of THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END ^ the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16d COMMON JOIST NAILI--1 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, 8).Drainageas per section 8405 of N.Y.S.Residential Construction Code- 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. P p SILL OR TOP PLATE 2-16d COMMONFOOT SEE NOTE:1 Girders re concrete piers shall be anchored with proper steel connectors anchored 2).Tabulated 12 inch o.c.nails spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. P g g g For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. � Z 1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3).Posts supporting girders shall be anchored to a 12N12N12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For Q C) below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL gid AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. �_o U Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCV1-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: r�-a Douglas Fir. 4}.Deck joists to have blocking at 8'0 o.�.. CEILING SHEATHING: Q NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES ^ 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 1-I otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION Qom, SPACINGSEE NOTES:1,3 (BOTH FIELDS) 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. where needed. GYPSUM 5d COOLERS 7" O.C.EDGE NOTE:2 FOR PANEL FIELD Bearing wall headers to have(2)jack studs and(2)full length studs on each side of allb).Concrete piers shall be a minimum 6°above grade. WALLBOARD 10"O.C.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 Bd COMMON @ 12"O.C. SEE NOTE:3 openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wallNOTES 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED 1N SCHEDULE NOTES ONLY, and blocking where applicable. QTY. SPACING 5).All flush beams/headers to be installed with heavydu galvinized hangers and 8).Covered Roofs Shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1).For wall sheathingwithin 4 feet of the corners,the 4 foot edge zone attachment requirements shall duty g g PANELS 8d COMMON' WFCM-SBC ) g q anchors where applicable to all connecting joists. PLUMBING NOTESe used. 7/16"OSB 3"O.C.OCEDGE Q� 6d COMMON 6).Double up floor joists under walls that run parallel to the floor joist and under bathtub. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with W Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. Z) on plans. WALLBOARD 10"O.C.FIELD O ZW LI } 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. z other access openings unless otherwise noted(typical). FLOOR SHEATHING: Q �l l 3)-If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. .r,..f 2 Z) state code and manufacture's recommendation for maximum hole size and spacing permitted. 3).INSTALL I-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. Q O where applicable unless otherwise noted. STRUCTURAL PANELS 6"O.C.EDGE 8d COMMOt _ 1"OR LESS 12"O.C.FIELD 9).Provide blocking/bridging in floor joists at 8'0 o.c.,Use solid blocking in floor joists HVAC SYSTEM NOTES Section R602.8-FIREBLOCKING REQUIRED under all bearing wafts. Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: and to form an effective fire barrier between stories,and between a top story and the roof space. h W requirements. Fireblockin shall be provided in wood-frame construction in the following locations. 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFEERED TO IF g P g � O (� needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES DULY. equipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor a 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge,If wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed N Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs. 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installedmembers shall be doubled,or alternate connectors, 2 .At all interconnections between concealed vertical and horizontals aces such as occur at soffits. ELECTRICAL NOTES: ) P :#:� over subfloor as per manufacture's instructions. such as shear plates,shall be used to mantain load path- drop ceilings and cove ceilings. " 1).All electrical to be installed as per N.Y.S.Residential Construction Code. 5C o� �.�.� Vin. 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathing is continuous ever connected 3).In concealed spaces between stair stringers at the top and bottom of the run-Enclosed spaces ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. members the tabulatedum it I n ber of nails I be permitted under stairs shall comply with Section 8314.8,N.Y.S.Residential Code. r o t: +,, �',, .� DRAWN: MH/MS to have regular 1/2"sheetrock.All walls to be taped and finished. '� :, a 1""t g p to be reduced tol-16d nail per foot, a =� f' 'a° i SCALE: 1/4"=1'-0" 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 14).All roof with a itch less than 4:12 shall be installed with an Ice&Water barrier or of N.Y.S.Residential Construction Code. 4).At openings around venin,pipes and ducts at ceiling and floor level,to resist the free passage of P �o i#ri'r�p•, JOB#: approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM SOIL COMPACTION: flame and products of combustion. _....a;�«,. PP q PP g �� ='�M� �` t� June 17,2015 torch down type material over. 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR _ ^;' 5).For the firebfockin of chimneysand fire laces,refer to Section 81001-16.N,Y.S.Residential Code. TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL g P ` ,� (, C"#�'' SHEET NUMBER: 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to ii X233 �-� ) P P P REMOVE AND ADD ADDITIONAL FILL AS NEEDED. �,�,� •,��., ,�"- be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. tF O Jr_ 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR NOTE: DENSITI(PER ASTM D 698 AND ASTM D 1557). COMPACT THE SOIL AT12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY A-6 TESTED EY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.