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Home My WebLink About36419-Z TOWN OF SOUTHOLD ' BUILDING DEPARTMENT TOWN CLERK'S OFFICE * SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISE WITH ONE SET OF APPROVED PLANS AND SPECIFI TIONS UNTIL FULL COMPLETION OF THE WORK AUT RIZED) Permit#: 36419 Date: 5/24/2011 Permission is hereby granted to: Savarese, Richard $ Savarese, Joann 611 11th St Brooklyn, NY 11215 To: Demolish & construct a new sin I amil dwelling g y g per ZBA decision #6415 as applied for At premises located at: 2575 Old Orch d Rd SCTM #4738 9 Sec/Block/ of# 37.-6-7.1 Pursuant to ap lic ion dated 4/26/2011 and approved by the Building Inspector. To expire on 22/2012. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,480.80 CO -NEW DWELLING $50.00 Total: $1,530.80 Building Inspector I Cp 5,e�-v ,S TONIN OF SOUTMXD SUILDWO DEPT. 76&i l*2 INSPECTION ( ] FOUNDATION t ST [ ] ROUGH PI.BG. [ l FOUNDATION 2ID [ ] INSULATION [ ] FRARIM/S71tAPPING ( ] FINAL [ ] FIREPLACE A CHIWlaY [ ] FM SAFETY 111101PECI'ION ( IM MUNTM Cb1N'tRUC'r'wN [ ] FMM=i PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL(FINAL) REMARKS: 20 /f/oi-- i a DATE D //"//-INSPECTOR • 1 1 � • � Ili ��ii � ✓_ ' 0 1 • 1 1 •1' Y IXSLMATWN PlCk STATE EMGY CbDR ® y� I� D 0 0 1 1: � �� ,�. ,�/�1� ,� �► - /. �Wo _/..LUCK To Al OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BLIM'DING 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 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 20 Storm-Water Assessment Form Contact: Approved 20 Mail to: LQaC Disapproved a/c/C Z J Phone: 73!f 4 Expiration 20 Building Inspector APPLICATION FOR BUILDING PERMIT Date 0 S7 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter of in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector 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 y properthave 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 hereinscribed. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulatio s, an to admit authorized inspectors on premises and in building for necessary inspections. (Sign tune-of applic="e f a corporation) b6dg= 93 (Mailing address of applicant) State whether applicant is owner, lesse , agent, architect, a gineer, general contractor, electrician,plumber or builder Name of owner of premises 0 �/ ✓fi`if'� (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 willAp done: 2✓ ©� c tfVed House Number Street Hamlet County Tax Map No. 1000 Section 37Block 06 Lot 7. t Subdivision Filed Map No. Lot C A 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy S/A) t;C k_� 1--A HI&y le b. Intended use and occupancy s44je 3. Nature of work(check which applicable): New Building 1/ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 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 Numb r of Stories 9. Size of lot: Front ear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated ,9 " 12. Does proposed construction violate any zoning law, ordinance or regulation? YES4 NO 13. Will lot be re-graded? YES NOXWill excess fill be removed from premises? YES NO 14. Names of Owner of premises V Address Phone No7t -l4 Name of Architect G ff'wArL r Z_ Address Phone No 7,2!- fm Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES&_NO * THOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE RE . IF YES, SOU REQUIRE 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 NO ✓ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Yorlya.16 /'44XJC J GA�wd T'Z being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing'contract) above named, CONNIE D.BUNCH Notary Public State of New York (S)He is the w'— G No.O1hU6185050 (Contractor,At ge , Corporate Offi er, etc. Commission Expires April 14, 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. Sworn to before me this day of _" ' 20� Notary Public Signa re of plicant j BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 7146 DATE: JULY 22. 2009 j ISSUED TO: RICHARD &JOANN SAVERESE i i PROPERTY ADDRESS: 2575 OLD ORCHARD LANE, EAST MARION SCTM#37-6-7.1 j AUTHORIZATION I Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on July 22,2009 in consideration of application fee in the sum of$250.00 paid by Richard&Joann Saverese and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to demolish and reconstruct a new two-story dwelling with deck, install drywells for stormwater run-off and a new sanitary system with retaining wall, with the condition the area seaward of the AE Zone line remains as a natural vegetated buffer, and as depicted on the site plan prepared by Mark K. Schwartz, AIA dated June 5, 2009 and stamped approved on July 22, 2009. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, iand these presents to be subscribed by a majority of the said Board as of this date. I i All ----- YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION f ciHty DEC ID 14738-02237 fr PERMIT Under the Environmental Conservation Law ECL �. Permittee and Facility Information Permit Issued To: Facility: RICHARD SAVARESE SAVARESE PROPERTY 611 11TH ST 2575 OLD ORCHARD RD BROOKLYN,NY 11215-5202 EAST MARION,NY 11939 (718)768-4693 Facility Application Contact: MARK K SCHWARTZ PO BOX 933 CUTCHOGUE,NY 11935 (631) 734-4185 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: East Marion Facility Principal Reference Point: NYTM-E: 723.6 NYTM-N: 4555.7 Latitude: 41'07'.18.6" Longitude: 72'20'11.5" Project Location: 2575 Old Orchard Lane- Watercourse- Canal/Orient Bay Authorized Activity: Remove and replace existing single family dwelling and associated septic system. Construct deck, All work must be in conformance with the attached plans prepared by Mark Schwartz dated October 15, 2010 and stamped NYSDEC approved on November 23, 2010. Permit Authorizations Tidal Wetlands- Under Article 25 Permit ID 1-4738-02237/00003 New Permit Effective Date: 11/23/2010 Expiration Date: 11/22/2015 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator: SUSAN ACKERMAN, Deputy Regional Permit Administrator Address: NYSDEC REGION 1 HEADQUARTERS SUNY @ S ONY B OOK150 CIRCLE RD STONY B OK, 1 790 -3409 Authorized Signature: Date Z/-1C>JC) Page 1 of 6 FORM NO. 3 NOTICE OF DISAPPROVAL DATE: May 26, 2010 TO: Richard J. &Joann Savarese CIO Mark Schwartz P.O. Box 933 Cutchogue, NY 11935 Please take notice that your application dated May 12, 2010: For permit to demolish and construct new single family dwelling at: Location of property: 2575 Old Orchard Rd., East Marion, NY County Tax Map No. 1000 - Section 37 Block 6 Lot 7.1 Is returned herewith and disapproved on the following grounds: The proposed demolition and construction of a new single family dwelling on this non- conforming 7,316 square foot lot in the Residential R-40 District is not permitted pursuant to Article XXIII Section 280-124• non-conforming lots measuring less than 20,000 square feet in total size,require a front and rear yard setback of 35 feet The site plan shows front yard setback of 4.l feet rear yard setback of 0 7 feet Cal A thorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC:file,Z.B.A. BOARD MEMBERS ►�OF soar Southold Town Hall Leslie Kanes Weisman,Chairperson � y0� 53095 Main Road•P.O. Box 1179 Southold,NY 11971-0959 James Dinizio Office Location: Gerard P. Goehringer Town Annex/First Floor,Capital One Bank. George Homing p 54375 Main Road(at Youngs Avenue) Ken Schneider CQy, ' Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF NOVEMBER 16,2010 ZBA FILE: 6415 NAME OF APPLICANT: Richard J.&Joann Savarese PROPERTY LOCATION: 2575 Old Orchard Rd.(adj.to Orient Bay),East Marion,NY CTM 1000-37-6-7.1 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated August 2, 2010, stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP: This application was referred for reviewed under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator, issued his reply dated September 15, 2010, based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The Applicant's property is a small, irregularly shaped, non-conforming 7,316 sq..ft. waterfront parcel in the R-40 zone. The northerly lot line measures 269.30 feet along an adjacent property, the easterly lot line measures 40.07 feet on Orient Bay, and the southerly lot line measures 267.13 feet along Old Orchard Lane. The property is improved with a one-story, single family dwelling, which is shown on the site survey drawn by Mark Schwartz, Architect, PLLC, dated July 14, 2010, and is also shown, with the proposed location of a.new two-story dwelling, on the latest revised site survey drawn by Mark Schwartz, Architect, PLLC,dated Oct. 13, 2010. BASIS OF APPLICATION: Request for Variances from Code Section 280-124,based on an application for building permit and the Building.Inspector's May 26,2010,Notice of Disapproval concerning proposed demolition and construct new single-family dwelling, at; 1)less than the code required front yard setback of 35 feet,2)less than the code required rear yard setback of 35 feet. RELIEF REQUESTED: The applicant proposes to demolish a one-story dwelling, and to construct a two-story dwelling on the property requiring a front yard setback variance of 4.4 feet where the code requires 35 feet and a rear yard setback of 0.7 feet where the code requires 35 feet. i 2—November 16,2010 ,4;4 Filei16415—Savarese `TM: 1000-37-6-7.1 AMENDED APPLICATION: During the Sept 23,2010 hearing,the applicant was asked to bring the site plan into more conformity with the code. The Board expressed particular concern with a proposal to construct a two story dwelling with a 0.7 foot rear yard setback. On Oct 14, 2010,the applicant's agent submitted a plan decreasing the proposed front yard setback from 4.1 feet to 3.3 feet, and increasing the proposed rear yard setback from 0.7 feet to 3.3 feet, in an effort to bring the proposed new construction into more conformity with the code. ADDITIONAL INFORMATION: The Applicant has submitted a Letter of Approval and a Wetland Permit from the Board of Southold Town Trustees both dated July 22, 2010. The adjacent neighbor submitted a letter in support of the original application request and spoke at the Public Hearing requesting the Board grant the first request to better preserve his existing water view. He also agreed to permit the applicant access to his property during construction of the proposed dwelling. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application Sept 23,2010,and Oct 21,2010,at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Although the new construction will replace the existing single family dwelling,after its demolition, it will have a front yard setback that will be reduced from 4.1 feet,to a new setback of 3.3 feet, there will be an increase in the rear yard setback to a minimum of 3.3 feet,rather than the 0.7 foot setback for the existing building. The majority.of the houses in the area are two story dwellings with nonconforming setbacks. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant or cannot be achieved by some method, feasible for the applicant to pursue, other than area variances because the size and narrow triangular shape of the property is such that any type of construction will require a variance. 3. Town Law 4267-b(3)(b)(3), The variances granted herein are substantial.The front yard and rear yard setbacks of 3.3 feet represents a 91%variance relief from the code required setback of 35 feet for both setbacks.However, such extreme non-conforming setbacks are not unusual in this neighborhood. 4. Town Law &267-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. All storm water management requirements per code will be in place. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created, the applicant was aware of the nonconforming size of the property and has requested to demolish and rebuild a new dwelling that cannot meet the required setbacks. 6. Town Law 4267-b. Grant of the variances requested is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new single family dwelling, 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 Weisman (Chairperson), seconded by Member Goehringer,and duly carried,to GRANT,the variance as amended, and as shown on the revised site plan and survey prepared 10/13/10 by Mark K. Schwartz,AIA, Architect,PLLC. Conditions: 1.)All storm water runoff will be contained on site per code. K e—November 16,2010 n Fite#6415—Savarese !M: 1000-37-6-7.1 That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey,site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit,and may require a new application and public hearing byre. the Zoning Board of Appeals. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps,are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violatr 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 degr&of nonconformity. Vote of the Board: Ayes: Members Weisman (Chairperson), Goehringer, Schneider. Nay: Member Dirtizio. (Member Horning by phone no voting right) This Resolution was duly adopted(3-1). Leslie Kanes Weisman,Chairperson Approved for filing // / /� /2010 245 .10.01 REVISIONS: MULTH X o PROPOSED NEW \ \ �/ 2 STY.HOUSE DIMENSIONS- \ i OCT 91010 /S�UFE.CO. SERVICESook KfbL WAVOATER NO DRIVEWAYS Z O N E VE ARE PROPOSED ON (E L 1 1) THIS PROPERTY NOTE:EXISTING HOUSE ZONE A E AND DECK HATCHED � ` � (E L 9) S 31-110" E 164-6' - - --- - _ DW e \ t \\ a tiOV `\ i \ \ �•�,r1 N ATER MEjER _`�G�°�L63 P f y 14 r i:�\ \ B © �$ FFINISHEDc�E. `°47'4Q" 161C- © 1a csEvnc>\REA) Nap- (DO Qp } . L p �Q. P C ( AT - BU\Hf AD WOOD NOTE: 0 x FILL FOR SEPTIC AREA: x \ h APROXIMATLY 2200 SQ. FT. = 200 CU.YD. +/- En �� SITE PLAN � ao do SCALE: V = 20'-0' a Aft oto GRADE:EL 9.a \OOG C04 �s� exJaSt SCT I000-37-6-7. 1 �\ � PC-a'.• tes, PALE BROWN FINE SAND D. �., 41 SP q3p, USt •�rOaf n� 41,6��47 SL"MK COUNTY DEPARTMENT OF HEALTH SERVICES O PERMIT FOR APPROVAL OF CONSTRUCTION FOR A EXCAVATION INSPECTION REQUIRED °� i11 ----------- 7.5'(EL 1.59 SINGLE FAr.,.eY R>: 'O�PaCE AND y a4 FOR SANITARY SYSTEM 9Y HEALTH DEPARTMENTLOCATIONS: a _ , o WATER IN PALE BROWN FINE SAND PROPOSED SEPTIC SYSTEM OCA NS.• GATE o 7 H.S.PAF.tea. I l'"1ip� � A DISTANCESP DISTANCE APPRO SYM.: DESCRIPTION: FROM "A" FROM "B" ----------- IV ST 10009a1. SEPTIC TANK 22.3' 29.8' TOTAL BEDROOMS DRAWK: MH/MS WATER ENCOUNTERED 7.5'BELOW SURFACELP 1 EXPIRES THRE YEARS FROM DATE OF aceta 1•- 8' 'DIA. X 2DEEP LEACHING POO 31.4' 25.6' TEST HOLE DATA LP 2 8'DIA. X 2'DEEP LEACHING POOL 36.7' 36.0' 15,2010 DATA SUPPLIED BY:MC)ONALDGEOSCIENCE LP 3 V DIA. X 2'DEEP LEACHING POOL 38.7' 33.1' aHMNtMBIM, BOX 1000.SOUTHOLD,NY 11791(631)765-367 LP 4 V DIA. X 2'DEEP LEACHING POOH 32.0' 42.1' S.1 LP 5 8' DIA. X 2'DEEP LEACHING POO 40.8' 46.2' SURVEY OF PROPERTY A T EAST MARION TOWN OF SOUTHOLD . o SUFFOLK COUNTY N. Y. 1000-37-06-7. 1 SCALE: 1 " = 20' Z s JANUARY 4, 1999 JAN. lI 1999 ( prop. resldence 1 JAN. 1 , 1999 ( re vlslon 1 JAN. 15, 1999 (Revision) Mar. 2511999 (additions) p+ A �' JULY 25, 2001 ( certification 1 o � Oct 22, 20/0 !FLOOD ZONESI Z Nov. 19, 2013 (CEHL.) � � o ' ''- LOT 6 N �/ op 4.1 /0- 1 !le w. Q 30 1 rr i /0 _J r LOT ` - �•. A19 \ N AREA = 7,316 sq. it �:�'� ' TO TIE LINE LOT NUMBERS REFER TO 70, . MAP OFGARDINER S BAY CERT/PIED T0+ 07. ESTATES�� FILED IN THE S RICHARD J. SAVARESE SUFFOLK COUNTY CLERK' JOANN SAVARESE OFFICE ON SEPT. 23, 1927 THE CHASE MANHATTAN BANK, Its successors and / or assigns AS FILE NO. 275. FIDELITY NATIONAL TITLE COMPANY OF NEW YORK ll COASTAL EROSION HAZARD LWE FROM COASTAL PECOIWC ABSTRACT EROSION HAZARD AREA MAP !Photo 48-636-83 T/TLE NO. FNP - 029/ FLOOD ZONE LINES FROM FIRM MAP NO. 36103CO177 H Sept. 25, 2009 REFERENCED TO NA VD 88 CONTOUR LINES 8 ELEVATIONS ARE REFERENCED TO N.G.V.D. �� Q.Y.S. LIC, NO. 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION IC SU YORS, P.C. OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. (.631) 765 — 5020 FAX (631) 765 - 1797 EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P. 0. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET 98-389 WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 OCCUPANCY OR ONCEAD ;USE IS UNLAWFULREVISIONS PROPOSED SEPTIC SYSTEM LOCATIONS: 245 1a• E:p/� TRUSTEES SET 01/23/2009 ERZIFI y 'NITHOU RTIF . ATE DEC 10/29/2009 DISTANCE DISTANCE y O �, CA,,T �, ANC � SYM.: DESCRIPTION: � � � - ' FROM "A" FROM "B" PROPOSED NEW \ s< DEC M. 02/01/2010 2 STY.HOUSE SOLDER U �%: ST 1000gal.SEPTICTANK 22.3' 29.8' DIMENSIONS• ijrt � I O PANCY ,; LP 1 S'DIA.X 2'DEEP LEACHING POO 31.4' 25.6' \�y`� \ SUP�'L Y LP 2 8'DIA.X 2'DEEP LEACHING POO 36.7 36.0' �t `lt\\• ' s � CE� LP 3 8'DIA.X 2'DEEP LEACHING POO 38.7' 33.1' toA ` `� \ 5 . + IJ 5,t + t \ i 5•. �o I/ �. ;,- .,,,x...�.r'Y"%5,+•; LP 432.0'X 2'DEEP LEACHING POOL32.0' 42.1' `, LP 5 S'DIA.X 2'DEEP LEACHING POOL 40.8' 46.2' \ + ; 1 1 ZONE �o�'� l �� '\.,1t``` ��aT�'�+t`` 'om k""UMBING `>�t NO DRIVEWAYS ZONE V E ` \t A ' 1 • �_�,.�`= ARE PROPOSED ON I L \`` t\ t �\ . , , r THIS PROPERTY \ �° E L.11 ;5, +•`,\ ;+ `� , t`w`\,.t� +,� ` ti.,!� ,• ' , �.t � ACL PLUMBING WAST NOTE:EXISTING HOUSE •\' t4` '� ` \ 5 ` 4 5 `')'1 T .LINES AND DECK HATCHED \`\ ZONE t1'\�}},�� \*\ \,i �`,+ 'tT�i 1\• t1`t+1(�`f'. t 't,t + iO• & A ER NEED =` UNE `�, TST{tVG-BEEQRE COVE E) T E 2 '� .: f. ti 4• � �,. 20NE LINE St3,3 1'30 E 164.6' -- ---==------- �- V-• �� AF• + r -�i2; Wv o -.. - - _ - - \ FE- BY ENT AT W [ \ \ \F' •' A ST F LY• W /°=W D.W. ,\ \` , , l,\ . I{ J �'�iFX,�n x� DO T, GEED y D.W. E 77\ \ , + \ � \ `l \ '' \. F AE ELT + ''.1.----- ORO �ERNEUb \ Q \ \�'N o r o {' -Ff NTIL SURV .,. . .,..' r 'Q '� %pK \ '�T' �. •\ +✓EF Dc. �T1,1 '� OF TION L HdI.1S \. \ -\ .� © '• Q(j. 1 t�r�Yl.iN ,-t� RETE a:dt T;,,°;;.•;rk�' PR`Post ••r \ `•. , '. �. 1�` r.r, NC _ -`�'� HA BE PPROVED. - rER 9. pY COMBING, N . . #:.. •.z,, ._.f...y; N °47 Orr �O :` '� ``�` g'`\\ \ ' © eS 9 6 1 RIC OLD V FINISHED G ADE: A " -EC O EL 10 EPTIC REA) .1 �. .t W 161 2t 0�� F ELECTRICAL O R a 4 •1� J` ry "' ` .� M I.ETE OR C' ; E N M C ZONE X IN 1 , �, 1 S7c RUC p NSH�� Gp Fk `. R 1 � ) ZON UN O hL �QtH NTS OF C�� (Bgl8 .0.`M1:.: w u L �e eL�. b �6 ,� . 1R.EM pONS18� Y, ;-.,�;;��:trod: N .N "EAD OOp W� `'D A °�� U((�+�Te_NIJI` ERRORS :: y s. F$ z CLo o K R L TR N f,r 'r- \ `\ �o° A D, ?� NOTE: pES1GN OR CONS ELS o 1 FILL FOR SEPTIC AREA: ^ `'" ECTRtCAL D �: :rte.,,,. \\ APROXIMATLY 2200 SQ. FT. E ON REQUIRE rn = 20o cu. YD. +�- RETAIN STORM WATER RUNOFF _ MAP L C `? PURSUANT TO CHAPTER 236 OF THE TOWN CODE. A/ �h• SITE PLAN SITE PREPERATION: 1).EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS OF UNDERGROUND WIRES, ` \ i CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY 1 o° SCALE. f1 - ZO1-OI COMPANIES THAT THE AREA IS CLEAR. a 2).CONTRACTOR AND EXCAVATOR SHALL INSPECT PROPERTY FOR EXISTING UTILITIES let BEFORE EXCAVATION BEGINS.ANY DIGGING WITHIN 241CHES OF UTILITY MUST rT, BE DONE BY HAND. \\ 3).CLEAR THE SiTE AT LEAST 20-25 FEET(iF APPLICABLE)FROM THE FOUNDATION. v 1 a A).CUT UP TREES(VERIFY WiTH OWNER)AND HAUL THEM AWAY. 9 -; B)-CHIP BRUSH. O z ` C).REMOVE STUMPS AND HAUL THEM AWAY, O STORMWATER MANAGEMENT REQUIREMENTS aG`� _ 4) QUALITY OF THE PROJECT SITERETAIN AS MUCH TOP SOIL AS POSSiBLETO PRESERVE THE ENVIROMENTAL Z W WHELK APPUCAbLE yE• v, n O a 5).WHEN THE TOP SOIL IS PRESERVED,TILL THE SOIL FIRST,AND THEN REMOVE En �* M STANDARD AND SPE TFI ATION FOR STRAW SALE DIKE 'STANDARD AND SPECIFICATION FOR SILT FENCE_ I TO A SAFE LOCATION WITH A FRONT END LOADER. r" raD[ro EnETE ^ W DEFINITION: DEFINITION: wa Ert"D A rwor",IuxE1d fnuwoE.EAu1"Amu uaoro A rFxro1,"rruuw«DtonYrEF r.WlEf OITR[[OTID u[E 6).FOUNDATION EXCAVATIONS SHOULD BE AS LEVEL AS POSSIBLE.SET ELEVATIONPU V 1 Tm[cYswrt.IED,E>ti[n[rrnaK<oars,snrv.E.srwr" t'r � oirrsry SE.. E 'ADM 411OF �,.. dn5rwmwu, BENCH MARK PRIOR TO EXCAVATION. IEpuemroE:ruaDar.EDewns vxoE T'E vu[e¢ T"tFuuou oFAl.Ev rEEnlNtKf wxetr uE.a[v xn - roFAFnTNr+er ur°.FDua.fn[atr,namw r.l EFr[T OwaE[[ary«ra T1MSDYTCEaS.MIM.stEw "Efn ILpEI[ary«n.wSwYnD SFDI.E"r[auv urnnf NfokD 1+i t"LfwYrt,uut tomwsm Enrry urdrMte ry wM[Hc - wunAwxrt nunmdT,E txuc wn wnArfT"[ww.tuu WATER CONDITIONS WHERE PRACTICE A►PLIFS• CO D,MONS[VAR P 7).OVER DIG FOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR A WELL- r �j * nEm.wwrElaEuaD.tinF CONDITIONS WNFIt!►RACTICF A►PILES: ¢ O•�. AfIIT IF"tF xAY 1E UfE•fU11E[TTO r"f fOup•JANLCWDnIpY DRAINING BACK FILL AND 70 PROVIDE ROOM FOR ALL WORK. O � +�+ � R[DM1w NKTEE"NVIIF tl x4Yi4UN xlbw.{WFyq;INLiH5 C0"rRWUTNLFONOri TO hn EN n W[dKNAATInI«wm NAODAD6 M A YlT REKE AIF ,� Ty mN Yuux�m.Y wtra.wEw wEnNNurt A).IF THE DEPTH OF EXCAVATION iS 6 FEET OR LESS,OVER DiG BY 3-4 FEET. it h.rOY.wu.rcu NnEEO."iEYTEnDUD[[ oarEci ILEmEma W B).iF THE EXCAVATION IS DEEPER THAN 7 FEET,THE SiDES MUST BE SLOPED OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEET OR INSTALL SHORING. c�,s[tEScrnE1 s�.,�er son uEE[[I +'s to m.[ m trs � ► ,� " �'„« " {..EKE 8).HILLSIDE EXCAVATION:EXCAVATE THE HILL BACKTO AN ANGLE OF REPOSE-THE SILT FENCE STRAW TALC AND SILT FENCE _, a E x MDrDKEDmxE f1 arm«tfN[F A. ANGLE AT WHICH THE SLOPE iS STABLE,USSUALLY BACK TO A SLOPE OF 2:1 44 It rr. a Etora[wou.oct+S.NT"e[w«werw[Y.o.E xw (VERIFY SOiL CONDITIONS). +.t ss us CRIT E A FOR ILTrENCE MATE LromrwuN A AN UNSHORED VERTiCLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. w 4N Dux LRAgErvr a unfcrs niwucMnE NtAMALFAYEA IRO PROPERTY A * rwFu1[F[u romvttnTvo"Srcrw"cunrw.urND , m+�u+u�"x"emFurEEe�nN"�uCi M"rwAr�w�iYD ) TYPIGV R�TNTIFI onEm m.,5x NOOSE FOOTPRINT 9).PROTECT GRASS,TREES AND OTHER PLANTS WHENEVER POSSIBLE. >tT sr« nrtNurEl,uv u+D"S,nD wYAs+eurArxv E[><Ena Arr.1w•re_eEaa A,�m1,E5rteEw[fnE w[ArwYu .ort L us5 rn."u m[ctn m[rorr[Y,wru+G nlurv.t. ASmc1m tu.r,[FNwx Euu raTc«mrnrt[nAT[ExDt I[>n � N[•NTH rvnxuEwuAt WlH.W arvt KIf AVOTSE KC�TAYCE 31 AYtViDF x'.QrTAIDm WxI CtrtYDONN T� ur+cm ar var uw4TEE O.0 EU1t YF1ED TMAx twrfn FnEa umAa Wo1nToly arE[Y•ntN wn nxu•»vL 10).DO NOT CLEAR OR EXCAVATE LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION; DISTURB VEGETATION ONLY AS NEEDED,THEN RESEED OR REPLANT AS SOON AS r AlTl Di ulr +� •°"°b"T ■ Nn+E[ru PRACTICAL. PROPERTY LINE RECOMMENDED me en , [b arrtmut tYnEYwN/O ZIMIF TOE-IN 11).LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SITE-DO NOT DRIVE OVER W 1110ry AwnPI4l.LY PRE-ASSEMBLED SILT FENCE +[y " UNCLEARED AREAS.PROTECT UNCLEARED AREAS WITH SNOW FENCING OR OTHER Z BARRIERS.PLACE BARRIERS AROUND THE DRIP-LINE OF TREES TO PREVENT INJURY TO THE ROOT SYSTEM.IF A PERMANENT DRiVE CAN NOT BE INSTALLED BEFORE ,»,"^� hNED1Tuuu m Nm,T E FNL HsautwA CONSTRUCTION BEGINS,A TEMPOARY GRAVEL DRIVEWAY SHOULD BE INSTALLED O Q «u NnE.trAw YkMA nsr5wu tt«:fA,MD a",rYrt"x4YY.M,x D E ftEE[rKNxA A WHERE VEHICLES ENTER THE JOB SITE. CITY STREET �Si in,•rvx5wrc�uDMwr[fu�H.u"�'i.�Nru.oDtu"i°u:AtAYimr < 7 f fiwRexRw.eP°D F..NKAT[uuarD FwRtDIfwD[nxEK♦ < LO• ry �[.i.i/,LnUfAMMAxv1A4uLN UDEE Or[MN4. STRAW BALE DIKE DETAILS SILT FENCE DETAILS °"""'N°Y° .,N."1�,nDt�DT.^."rt^Kra^tN°Y[t'raA[x.Y NOTE: PROPERTY:7316.0 SQ.FT. Q,� U w 1F O[FO N U[O«.10.4"fYn NOyYmK TNf Gam'i5 MTRCIM"RTRY N A [rDErND Dw G.C.TO ADD ADDITIONAL GRADE ON Q b.1xF1wK� ]Ef.AEr f[RIKYflfOR lKDID """ OPPOSITE SIDE OF RETAINING WALL EXISTING STRUCTURES TO REMOVE: O r I Vi unxx nuN tem.u D1x.Y°Y F�� Q i I(( ONO S.sir STAKES 2 EX NG T E LINE 4"TRENCH U'SCALE AT 5%SLOPE AWAY FROM RETAINING HOUSE:583.6 SQ.FT. A AfQ.YEL 110+ETf""INAGfw ALONG THE LME OFSTAKEA WALL ON PROPERTY. WOOD DECK:256.0 SQ.FT. _-1 U) EvrDEf WREMfY 1 11 IYl T"V+bll t'T•L' S r' ,,-- BRICK WALK 91.4 SQ.FT. O Q - +�` ,f 'y. +" "Y W ESTIMATED EXCAVATION:25 CU.YDS. lf) PfrfrPr,<Iy1NSTA1EFnrneWRAI F n'Z='+`'+:f'k'�3'•<d �M; 1� (PROPOSED HOUSE-EXISTING) EXIST TOTAL SQ.FTG.:942.0 SQ.FT. ( u') '"" " cD[nau frlrrvDTMMeEFA"K �/ EXISTING LOT COVERAGE:12.9% (V ESTIMATED FILL:75 CU.YDS. 1.E.cE1�te the T[yM[ S.PLACE AND STAN STRAW RALES rfE fY,nc n.[�w�xAY xEvtn,e:Ec, 3.STANE FILTER MATERIAL TO STAKES 4.RACMLL AND COMPACT (EXISTING HOUSE+RETAINING-SEPTIC) PROPOSED STRUCTURES: �� `a®\� .wf N nEETOYE10 AND EXTEND ftINTO TRENCH. THE EXCAVATED SOIL HOUSE:721.9 SQ.FT. '�' -D^° YWD" MT<'.'.; •,, REQUIRED DRYWELLS- DECK:256.0 SQ.FT. AT'rAQ714G Two SILT FENCES xt ROOF AREA:883.5 SQ.FT. PROPOSED TOTAL SQ.FTG.:977.9 SQ.FT. wkf tmESNE« In,�t.nKlu,rNLLrDawav �� @1000/oWATER RUNOFF:147.6 CU.FT. PROPOSED LOT COVERAGE:13.4 O/o DRAWN: MH/MS SHEET T[DN %s;Y� ;pix f�� PROVIDE: '}� � SCALE' 1"=20' AFAOItDMTRY1Nf]fN .D,nDFD,f r`' ' , " n B'DIA.X 4'DEEP DRYWELLS «NTA r.nK[A.Tniu If°wDFrrE¢ y„ �', l') waNrsr tF,u,[tY e«+Ir�rrrnHnmFK.r[Sxa ST fYTENDiEroA � l mvec rrE fun >.�' ''• TOTAL CAPACITY:169 CU.FT. NOTE: Yurt[T.YDr.SWLMS IYMOlAY61FN03U1q W Of nE •h•• r p futn El.Euurucm AT nnT««.nnfno"n+ea,F ', 1�B tt:• _ N MCdX TD 1xYl4 TlR1EYtf 1 iSEC xUMMt.xU"f!/wnE[NOFTGERYAIURIND �'� Yd„�` ,.Ii T* . ALL SETBACKS SHALL BE VERIFIED April 26,2011 .L �.�fl�In50Tx caHnaun[Du SrcErATgra `.. .t .'.u' A ^,NDEiww M[EIpnEEIDNLf NSEEGo20[[TAL O1 VTwF 04 ifcr[NM 14`1.Or'tE'NttM2TO.tlx,9tDItCLYtRY TO -; 7 �Y• HAYBALES WITH SILT SCREENING TO BE IN FIELD WITH SURVEYOR PRiOR TO SHEET NUMBER: INSTALLED PRIOR TO CONSTRUCTION AS EXCAVATION AND CONSTRUCTION ` 1)1.urt N"II ICV1nv.N["nn.NRYI wAniNTVA r�""014 PUNOFF - MifciP TD A t •;!' {{,, `_ YF bWVM TSIIa[XHIHEIML TME FNST UiFAn:ATifirt �fw w\- tTA,FNFACIIIxFi WILf D11VEN TOwAIDnE Nni011iY >Ex WR1TMF hrtlT[E C30[MTw1r FAnOR13FMFw TOw°v« `� WD 14t AT AH x,f.St TOFOISf[TH[1NIITOLtIrSR Rx." FA+WC rLnERIII .ix TYt YREl1 Tit55r.V-m even X ATTp WAI11531rvN M1UNYNnSnE tYE xn t+Dfrnw :� INDICATED.ERROSION CONTROL SHALL MNercrw•"ulr nfarirAHDiEEwllnxA¢,o.T Euu NtgSrS EaeerAYS n•'w.i , ft1 YMMTYro Sxr�Mt arMufECTOiH ANOiH xACM _'il�I.: ",S 1 v5tk; - .u,ttrMDx.YDFYEY.,f[Q L•• �� BE MAINTAINED DURING DURATION 1[[uw NDxrruxrvErDtD. IHEt, WA,z °"`E'°""051 WO1ei�" ��'`�t:'1 "� "'.�'-• OF CONSTRUCTION UNTIL PROJECT IS S� I L_ """"'"""`D" """vwrtwulfrE +uwewnEYrvAEEtwufnnEn ♦YanFw. � , . SCTM# 1000-37-6-7.13.N10CFILLANDCFPACTTHE COMPLETED(PERMIT CLOSED OUT). MSt[rNM EXCAVATED SOIL 01'""wc DMNA(A NnAwTYN >.r rtHcr. Sf1.mT EIlwrron3 ' REVISIONS TRUSTEES SET 01/23/2009 DEC 10/29/2009 DEC REV. 02/01/2010 -DIMENSIONS- \ 1 \ 400 11.0' ,o 14.2 .; , \, ,, \ ,\ \ ,', \ ` \ ,Ok � \ � � ,, ,l 'i li \ tit `, \ ,i, ; ', \ '`; ', `' \ t'\ 1� \ � �� \ 1� + ! !•/��0 ZONE X AE EL. 7' �•1\ , \ `, \ \ \, \ `' ' 1 `\ ` \ \ \ \ \ \ ``�\ ' \ ZONE VE 10 \ 1 '� `, \ ' '+ A'+S E \N ,�' � , ' j ; �• NO DRIVEWAYS p E L. 1 1 ` ` � ':� ARE PROPOSED ON \ \ v ( THIS PROPERTY NOTE: EXISTING HOUSE `� �' \ ` : , :, \, ; ,` \ ! i \,. ` ' 1 \ 1 t :, ', ; \ '� `� � .__1` _� `, C•. o AND DECK HATCHEDNNN ZONE/ '�. LINE H V1 � �• y.; w E o S 31 01'3®" 164• ---- ------------ _= .� z " ZONE LINE -� _ _- --- ------------' :� �\ \\ \ '�' QQ "' o D.W. s \ \ NN \ , \ tv \ �` \ ` P \ \ .,C ) 0 ` AE EL. 7' a 1 I 1 ti \ \ e,00? �� ----- `--``,\ \ \ `\ �' P(tOPOSED�IEtW� :'DECD' \� ��' , �Q -�� PROPOSE �, \1 \ ` \� \ i `\ •� `'�. .\ i` `, r EL. 9. O� ATERR1 fETF�R� �z ` `,� \\ \ fi_ -_�_\_ �_=_=�` ```� •6 Q o '� �\ �� i , •, � � � �Q 203 o' `N, ` _1_` �__s-=.1 \ FINISHED G ADE: �� z 47r ►r 1p - ��. \ �`_" \ \ �� "� ---- O 5O EL. 10' SEPTIC REA e 40 '� ( ) 1X! 161 2► _ 00.00 ,� 0 "AIIv�N X0.3 00 0 ND a ZONE X ' Q z o P toW ¢ j SONE LINE a x cw H EL. 7'VA �try v �0 Op O F 4 W Edo H pp y NOTE: O FILL FOR SEPTIC AREA: a ` W < APROXIMATLY 2200 SQ. FT. qnn ri j , Vn moi_ PARTIAL SITE PLAN SCALE: 1" = 10'-0' t A.t Yly�• A /, .y '. � � Z • �� !�, • �` •`, 1 - - V� GRADE EL.9 0' O • FIN.FLOOR O Q EL.12.0' "` •,� + i �•'. ;,, Lo W PALE BROWN FINE SAND V 1 ROOF AREA: 913.0 SQ. FT. SP • FINISHED GRADE-EL.10.0' 1-3 BEDROOM HOUSE(ALTERNATE DESIGN) AT 100% WATER RUNOFF: 152.5 CU. FT. HOUSE 11 6" E (@ 2" RAIN PER HOUR) -� ---------- 7.5(EL 1.51 ,: - - - - - 13.7- - 0 0 0c_— .......... 0 0 0 1, WV.EL: APPROVED PIPE INV.EL.: _ - o PROVIDE (1) V DIA. X 4' DEEP DRYWELLS d 9.0' MIN.PITCH: 8.4' INV.EL.: APPROVED PIPE INV.EL: o 0 0 N DRAWN: MH/MS 1/4'/l'-0- 7.9' MIN.PITCH: 7.T •.� 1/8" 1'-0" LEACHING POOL o101LEACHING POOL o DRYWELLS CAPACITY: 169.0 CU. FT. WATER IN PALE BROWN FINE SAND ; j•. E4 SCALE: I"=10' SEPTIC TANK SP ,� C ;t% ,•; JOB#: • +,•• 2'MIN.CLEAN Apri126,2011 B'-o- _I MIN.2'TO HIGH e. f• `.•'8'-0'-. !• '• ` 8-0" ' e SAND COLUR ' GROUNDWATER " ~ . + . N. •: SHEET NUMBER: .. ----------- 14' . ., ; •. .. . ;. ; ., .. . WATER ENCOUNTERED 7.5'VELOW SURFACE - GROUNDWATER EL.1.5 TEST HOLE DATA - - S- la DATA SUPPLIED BY:McDONALD GEOSCIENCE BOX 1000.SOUTHOLD.NY 11791(631)765-3677 REVISIONS _ - - -_ —_—_— _— _ —_ — _ — _- - __ TRUSTEES SET 01/23/2009 DEC 10/29/2009 DEC REV. 02/01/2010 ��, �. "too, .-I& t®�O O X I—L-1 J\ 00i - o ' I N —_ -44 \ -It z 00 C i i�il s --- -- CD _O O � NORTH ELEVATION W EXISTING NORTH ELEVATION SCALE: 1/4" = 1' Q SCALE: 1/4" = 1'-0' En o - - - - - - - - - - - -- - - - - - - - - C) o z o Q � 0 oz - -- - -- - I �'LO = o 0w LO tC3 '- IETN O I I 00 11 11 11 rrT1 Ij �) ��"tt'ile.•. �{f r. DRAWN: MH/MS 11 a`' ''�► 1 » k SCALE: 1/4"=F-0" —- - — 1 t'��r ?�I,1` r '`y;;,H+� JOB#• Y�v 4 March 11,2011 . a� ,< / !,r: ��• "ws t F SHEET NUMBER: ZE 11 7 T EXISTING SOUTH ELEVATIONSOUTH ELEVATIONPQ SCALE: 1/4" = 1'-0' SCALE: 1/4" = 1' REVISIONS TRUSTEES SET 01/23/2009 DEC 10/29/2009 DEC REV. 02/01/2010 No O 1p ti H N m U ^ 0 O eo u 'V U o� S a EXISTING WEST ELEVATION SCALE: 1/4" = 1'-0' w = o � o - loo15— — � � Z It 111111i If i it I ca N O � o I I 00 O Q N JLMJ P� Will i , iDRAWN: MH/MS I i } ;s ? ;•J1�' SCALE: 1/4"=1,_0„ , •-M r , '" JOB#: WEST ELEVATION � ; x It March 11,2011 r>• .:? SHEET NUMBER: SCALE: 1/4" = 1' •;� '° ' REVISIONS TRUSTEES SET 01/23/2009 DEC 10/29/2009 DEC REV. 02/01/2010 U;�i • [EllN I v ^ i a cn M w -17- in U ti � y oo r u x 0 s a EXISTING EAST ELEVATION SCALE: 1/4" = 1'-0' W - � W C40r) W cln If 11 11 If 11 11 if 11 H 11 0 0 "lid III I I" ll JL I I I I]-I I 7 1 1 1 11 1 1 1 1 1 1 11#77777 1 co if 11 11 11 1 11 11 if III If If 11 11 If If If � Z O C) Z < Z L) Q o � O �E �I i 00 � o Q TT T-IT �n w N i 0 � .\v. Y/�. �� •/\Yi�`C�`.� { v � `/ fin' ^ '� t/ {��C �(` � `a�. �( `( �`C �{ \ ��W��.� 'y'Ehr�:��,4 , DRAWN: MH/MS EAST ELEVATION SCALE: 1/4"=I'-O"-� JOB : SCALE: 1/4" = 1' �,,xr>�y March 11,zoI I � C ;.yv,, , SHEET NUMBER: REVISIONS TRUSTEES SET 01/23/2009 DEC 10/29/2009 DEC REV. 02/01/2010 E 22 —6" r( I .- ------- - O 1 - - -(2)2X8 ACQ GIRDER - (2)2X8 ACQ GIRDER - -- --(2)2X8 ACQ GIRDER ' O ' =0- --------------- _ -_----------- _ --------------- _�- 10'dla. -C.PIER i j w/BIGFOOT BF 24 1 FOOTING,T BELOW 1 GRADE(EYP.) 1 , O 1 - 1 O O 1 1 C)CC 1 O 1 i i I O c 1 1 T 1 1 N 1 1 ,may `� cc 1 1 1 1 V 1 1 --------------------------------------------------------------------- V 14.1 an 1 1 ,N a 01 b - . . . ------------------------------------------ V ' a • , • i a . z 0 YAAco 1 , W 1 N CN I 00 t I in � CV 1 , _ 1 , 4 I � i 51-21/2 5 " '—41/2" 5'—4�/2" 51-21/2" •• Lo " O Q N I (3)1-3/4X9-1/2 ML GIRD R I (3)1-3/4X9-1/ ML GIRDER • O 1-3/4X9-1/2 ML IRDER i 1-- ---L- 1-=---_---J 1 I-- ------_-� � _------ -O---C_------ ' -- - ----- --- ' 0 O 1 ,-- ------r- -1--- -i -f= -1- -T- T 1 , I - W B B ro - I 1 , '■ C 1 1 'i (c � O rLn 00 O i i ry� I 1 t i 1 x 1 i N N Ilz1 , 1 • i v t o , (2)1-3/09-1/2 ML GIRDER (2:,11-3/4X9-1/2 ML GIRDER i v j------------ ---- ---- ------� 3'-(" ' • -- ---------- +-- -- , 1 1 6'-0" 1 i 1 2x8 ACQ 1 p LLI Z C (2)2X8 AC 1 C Q 1 • 1 W __ 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT AT 8'-0". O Z • I n " I EXTERIOR OF FOUNDATIONS ARE TO BE DAMPPROOFED AS PER z ' Ln .,I ; t 4$—Oso 0 N.Y.S.RESIDENTIAL CODE WITH A BITUMINOUS COATING. � Q • I 1 1 = 0 (D ^r ° 6X6 ACQ POST ON 2).FOUNDATION TO HAVE 16-X8"CONCRETE(2X4)KEYWAY FOOTING.FOOTINGS d) Uof a ' 171 ' 10'dia.CONC.PIER TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON L/] Q w/BIGFOOT BF 24 UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). O FOOTING,T BELOW 0 1--- GRADE(EYP.) 3).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL —I INSTALL 1/2'EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING 0 •o WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE Lo W REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE >ct l~C) -- -------- --------------- --- -a- v ' AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL N a v ••- - • v i JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE --------------------2817-------------------- - THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO 7'-3" 7'-3" ,-0" 4'-0" MORE THAN 16 FEET. 4).PROVIDE 2-2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED.S U '6kTE 4'—6" 6'-0" ARE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD <�,.• ear � ::: •-�- FIBERGLASS SILL GASKET. ° a5 s. t: DRAWN: MH/MS p'' �.: 5).PROVIDE 5/8'DIA.ANCHOR BOLTS AT 3'-0'O.C.AND W +� "7:'' � SCALE: 1/4" 1'-0" ': Ca CO 1 �� N INTERSECTIONS AND SPLICED JOINTS-ANCHOR BOLTSh� A ti' *`, ' %3'� JOB#: S - s:.• ; MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EAC N R E; d - March 11,2011 PROJECT NORTH FOUNDATION PLAN- BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHe D `I SHEET NUMBER: 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABO OVI N BLOCKING AT 8'-0"O.C.AND MIDSPAN. , SCALE: 1/4" = 1' �j 7).PROVIDE SMOKE AND Co DETECTORS PER CODE. 4 mit�~�•�w._I+'a/+�r� __ J, i REVISIONS TRUSTEES SET 01/23/2009 DEC 10/29/2009 E ' DEC REV- 02/01/2010 r I ________ _________ SHEATHING EXTERIOR ` SIDING --------- ---------- FURRING 2-1/2"AZEK (FOR SIDING) 304 FELT 1X3 AZDIUNDERLAYMENT 22'-6„ • TRIM BOARDS TO BE AZEK PVC CELLULAR OR APPROVED EQUAL. 'FOUNDATION, - BOARDS 30ININGTOGETHER TO BE BEVELED AT 10•,GLUED WITH PVC GLUE AND FASTENED TOGETHER WITH 1-1/2" S440®r STAINLESS STEEL FINISH NAILS AT 12"O.C. O O CORNER JOINTS TO BE GLUED AND JOINED TOGETHER WITH DECK ABOVE I - 1-1p"STATNLE55 STEEI mLADs. O TRIM BOARD TO BE ATTACHED TO HOUSE OVER 30;T FELT PAPER WITH 2-1/2'STAINLESS STEEL TRIM NAILS. ALL INDENTATIONS TO BE FILLED IN AND TRIM BOARDS TO BE �� ■� PAINTED AFTER COMPLETELY ATTACHED. C15 ' F,X1G1;0611-4 ■ L15 WATER TABLE BAND BOARD 71:� N 6-.4 n] (2)9-1/2 L w/1"S EL PLATE HEADER . O a ^� •-' �O (2)9-1/2 I (2)9-1/2 I fy M ML HDR. r' ML HDR. +' ,,; a w tu 'sI a Iuj t a 1oma00 ° Lau J I > J • JI J J I<m W■ �'�" O W W l}W- 4"ui QQ 0o A so N. a LL■ _ A U- \I \I ' o _ 3 3 � JI � N o a 18 u' "� t^ ■ N z I 1x3 ■ In < K I g xI BED 3� O X X� X 3 ■W w fl X }� MLDG.m Nw . I ^ I z mIU 00 X '"■ �, 1'-cr Lu 8' 4 1x6 W I I = = REVISIONS TRUSTEES SET 01/23/2009 DEC 10/29/2009 DEC REV. 02/01/2010 E 22'-6" f ff — N —O 01 NO -0 18f 6 f ff 6'-0" 6'-0" 3'-3" 9,-O„ a CO DECK i� CIR20 ABOVE d T.W.:10'-10 3/8 AFF nj 1U4 M C125 FWG60611 L 125 N m M 't P. Ct (2)2X6 HDR. (3)1-3/4X7 1/4 ML HEADER (2)2X6 HDR Z �n 6,-0" _ K.. bo PLT.HT. PLT.HT. I C) U r, ``` C 14'-7f, , , , U o A o I � ; 0 CIE t ,/ � � , I cD ' w WASTER BEDROOM a _ _ _j \ \ CATHED L CEILING cv � N . i -;- N ►. O c0 M - - N- - <- _ _ _ _ m i ix �y M �1 17 m W V u o F w ' s f N (3)1-3/4_X7-It4 M_L HEADER `P a X C ALL N H 6,-0„ 3,_p" 6'-0" B \ __ PLT.HT. 2X rl "PLT.HT. or � � \ CO j� STORAGE CLOSET = .= Ln d N 8'-0"CEILING w I _ rro a p N WALK-1N CLOS `I' O '3 x 8'-0"CEILING r d a N _ I } 2'-6:.s I S N �,� M `D Q N V ib Z N t I M �� I2X6 L o, � ry N HALL �o N 4 -0" '-0', X 8'-0"CLG. 2 N MASTER BATH z _ `v 8'-0"CEILING N 1 C r�i� Z N = D "S in = I O � 1).SEE FLOOR PLAN FOR PLATE HEIGHTS.CEILING HEIGHT AT V-0"UNLESS M�1 a z OTHERWISE NOTED. l"•L•( = O Nuj _ �- S 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DFN2 STUDS AT 16"O.C.. '^ Q X tV VJ O < w rD 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. Q 0 1 }' R CATHEDRAL IN 1 CEILING 4).ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS ON EACH SIDE OF Q� O Q 2,i. (2)2X6 (2)2X6 R OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOMICROLAM LJ.I vlr►rr. HDR. HDR. HEADERS. TEMP. 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE CV CN125 CN125 APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 6'-1" 2'-4" 6'-1" f HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 14s-6)1 6).SEE FLOOR PLAN FOR WINDOWS REQUIRING TEMPERED GLASS. 7).INSULATE ALL EXTERIOR AND INTERIOR WALLS-2X6 WALLS AT R19 AND 2X4 WALLS AT R13. ,r�;• �;,,},�,.. �C,�� DRAWN: MH/MS 8).INSULATE CEILINGS WITH P30 INSULATION.ALL CATHEDRAL ,��T��v��• Cs;��+,�;! 1� SCALE: 1/4"=1'-0" SECTIONS TO BE PROVIDED WITH A V AIR SPACE BETWEEN S SHEATHING AND INSULATION.ALSO PROVIDE 1-1/2"THICK ` JOB March 11,2011INSULATION FROM EXTERIOR WALL PLATE INTO HOU e E 2ND. FLOOR PLAN CATHEDRAL ROOF PARTS. 3 SHEET NUM BER:PROJECT NORTH • Y;1�•„ N SCALE 1 411 = 11 9).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEElI l O K. BATHROOM SHEET ROCK TO BE MOISTURE-RESISTANT. ' 10).PROVIDE SMOKE AND Co DETECTORS AS REQUIRED BY CODE.�� t,-i,+�;.,��f:•�':.,_�r�� A-6I I i ; REVISIONS TRUSTEES SET 01/23/2009 DEC 10/29/2009 I DEC REV. 02/01/2010 E STORM WATER MANAGEMENT DETAILS N.T.S. ;—------------------------------- --------------------------------; ---------- --------------------- -------------------- ----� , GUTTERS DOWNSPOUTS DRAIN PIPE12 ' ' ' ' 41s•�"t��`� GLITTER SIZE ROOF AREA ROOF AREA DIAMETER OF ROOF AREA ROOF AREA DRAIN RIPE I ' ' ' (INCH) a 1/16`SLOPE @ 1/8'SLOPE LEADER(IN) SQ.FT. GPM DIAMETER t/�ROPE GPM J2320 t ' ' t 2XIOOF V I ; ; 12 RR@16'OC '� 3 340 480 2 1098 46 3 1644 6E ____ 1 1z: oz 4 720 1020 2-1/2 1974 82 4 3760 156 ' '--- ---• ' ' `` ' i l 5 1250 1760 3 3220 134 5 66/0 278 ; i6 1920 2720 4 6920 288 6 10700 444 I ; ; �� tW hil A ' 1 12 'F U I A um Cie � ' 1 , � 'Ll� ' 1 L \�} I T st ,p' ' ,1- 4X11-7 8 ML RIDGE �� , p, I= C. rr ' I `~ 'F+9 1-3/4x11-7/8 ML RIDGE j !u_; c Z w 40 ROOF AREA 913.0 SQ.FT. cI L eI I2 t ' oC+ U) -_ i y AT 100%WATER RUNOFF:152.5 CU.FT. t ' ' I �0 + (�2"RAIN PER HOUR) I ' ; I J� L9 12 I , R' M I ' ` PROVIDE(1)8'DIA.XV DEEP DRYWELLS I + + i r d \'}. !`F/" � I i i � U ' 1 ♦ ♦ + � to ORYWELLS CAPACITY.169.0 CU.FT. /p'V� 3\ � I 1 I / `------------- ------------ ------------ ------------ I + -------- ------ t I I 1 1 I W DRY WELLS TO BE 10'MIN. 1 I I ' B I t I , RR@l6"OC AWAY FROM HOUSE •p' ' ' ' ' D 2X10 DF#2 Lu e C o ; I 0 t ; t , 12 C W ' ' V W + ' y 2X10 DF k2 '' P,.R@16"OC 12; ; -c' 3 12 + 1 t N t .---�- ---- N 121 1 1 1 r 1 1 'gY 1 , r Q� , I X X t l I , , I I GENERAL• DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A t I I -_------_---_ _--__. SIGNIFICANT RISK FOR BASEMENT SEEPAGER RODDING,CAUSE TO S ' ------------- - FLOODING OF GROUNDWATER,OR INTERFERE WITH THE OPERATIONION Of SUBSURFACE SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES. DRY WELLS MUST 8E LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION - ' I WILL NOT COMPACT THE SOILS BELOW THE DRY WELL FINALLY,A DRY WELL "'"'• - --_- ' 1 `----' - '_----_--_^-,--_- -• in SHOULD BE PROTECTED BY EASEMENT,DEED RESTRICTION,ORDINANCE,CHL OTHER 1 '�, ; ; ; w W LEGAL MEASURES THAT PREVENT ITS NEGLECT,ADVERSE ALTERATION,AND REMOVAL ' ; 12 1 t I I I I T^ Q THE BOTTOM OF THE DRY WELL MUST BE AT LEAST 2 FEET ABOVE SEASONAL HIGH WATCR TABLE OR BEDROCK AND BE AS LEVEL AS POSSIBLE TO UNIFORMLY DISTRIBUTE RUNOFF INFILTRATION OVER SUBCRADE SOILS � I CONSTRUCTION: 1 P� FOR DRV WElif,PROTECTION OF THE SUBGRADE SOILS FROM COMPACTION BY CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL PRIOR TO ITS CONSTRUCTION,THE AREA TO 8E USED FOR THE DRY WELL SHOULD VE , t 1W /CC O CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STOCKPILED MATERIALS FROM COMPACTING THE SU96RADE SOILS.DURING DRY WELL CONSTRUCTION, I 0 RR@1-6'OC , I PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUBGRADE SOIL COMPACTION1 ;'-'----"''-'-----'-_j AND SEDIMENT CONTAMINATION.ALL EXCAVATION SHOULD BE PLACED IC EXCAVATION THE LIMITS EQUIPMENT.ALL EXCAVATION PEQUIPMENT SHOULD OGEE GUT D WITH E NOTES: -STANDARD 5" co 12 ---''-'----------- LI PRACTICAL AC w TO HELP PREVENT SUBGRADE SOIL CONTAMINATION AND CLOGGING BY SEDIMENT, i DRY WELL CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION , j< 12 1).EXECUTION: t , I SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY I `r I A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. I I TEMPORARILY OR PERMANENTLY DRAIN 70 THE DRY WELL ARE STABILIZED.THIS i , , r7' DELAYED CONSTRUCTION EMPHASIS THE NEED,AS DESCRIBED ABOVE,TO CORDON 2).PREPARATION I OFF THE DRY WELL AREA(S)TO PREVENT COMPACTION 8Y CONSTRUCTION EQUIPMENT t ,________ ___ i 1 A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. t AND MATERIAL STORAGE DURING OTHER SITE CONSTRUCTION ACTIVITIES.'SIMILARLY, _- - USE Of THE DRY WELL AS A SEDIMENT BASIN IS STRONGLY DISCOURAGED.WHERE d) PREPARE G THE USING METHODS RECOMMENDED N THE HE PROJECT C FDR .__-_---__-__ UNAVOIDABLE,EXCAVATION FOR THE SEDIMENT BASIN SHOULD BE A MINIMUM OF ACHIEVING THE BEST RESULTS FOR THE SURFACES UNDER THE PROJECT CONDITIONS. i j 2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM. Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR I t - - t METALS WITH PROTECTIVE ---- - --VE BACKING PAINT, I -----`----- ------- I ACCUMULATED SEDIMENT CAN THEM BE REMOVED WITHOUT DISTURBING THE SUBGRADE SOILS AT THE DRY WELL BOTTOM,WHICH SHOULD BE ESTABLISHED ONLY _ AFTER CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE ARE IS COMPLETED AND 3.INSTALLATION: DRAINAGE AREA STABILIZED. A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK Ali D THE DRAWINGS. W IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA IS 1).GUTTER TO BE PITCHED TOWARDS LEADER V TO Y FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. rr^^ Z R STABILIZED,DIVERSION PIPING OOTHER SUITABLE MEASURES SHOULD BE VI a).COPPER/LEAD FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND ACCESSORIES. � .__I >_SEDIMENT AWAY FROM THE DRY WELL.THESE DIVERSION MEASURES SHOULD NOT �),ALUMINUM:RIVET AND CAULK WI1H A BUTYL SEALANT SLIP JOINT BE REMOVED UNTIL ALL CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE AREA O Q Z IS COMPLETED AND THE DRAINAGE AREA STABILIZED. CONNECTORS. STONE FILL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATE 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL COMPACTORS.A MAXIMUM LOOSE UFT THICKNESS OF 12 INCHES IS RECOMMENDED. CONNECTION WATERTIGHT. 1 I 1 = O PRETREATMENT. 4).PROTECTION: ^ U AS WITH ALL OTHER BEST MANAGEMENT PRACTICES,PRETREATMENT CAN EXTEND THE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. Ly FUNCTIONAL LIFE OF A DRY WELL WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF e)•TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL D w Q RUNOFF POLLUTION,ROOFS CAN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND COMPLETION. O ORGANIC MATTER AND,DURING SITE CONSTRUCTION,SEDIMENT AND DEBRIS. 0 THEREFORE,ROOF GUTTER GUARDS AND/OR SUMPS OR TRAPS(EQUIPPED WITH CLEAN-OUTS)IN CONDUITS TO A DRY WELL SHOULD BE INCLUDED WHEREVER PRACTICAL TO MINIMIZE THE AMOUNTOF SEDIMENT AND OTHER PARTICULATES Q THAT CAN ENTER THE DRY WELL 1).SHEATHING 1).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. 5).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOODM SHEATHING w MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. I. 2).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND UNDERLAYMENT 1S NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE DIRECTLY TO THE DECK ALONG EAVES. WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS V 1 RpbF 2X BLOCKING COMPLETE- 3).USE 30AFELT UNDERLAYMENT WITH ASPHALT ROOFING.1N AREAS W/ FR rT&G 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. 6).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT 4).ICE&WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS LEAST 3/8'DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. WITH ROOF AND SIDE WALLS(TYPICAL). USE 6 NAILS PER SHINGLE,NAILS ARE TORE FLUSH WITH SHINGLES BUT NOT CUTTING INTO SHINGLE SURFACE. li `A � ``." : �,� " DRAWN: MH/M5 'es" .z° SCAM` 1/4"=I'-0" 1/2"SHEATHING S �' .}. ` ' JOB#t: SOFFIT D 1X2 TRIM E PROJECT NORTH R0OF PLAN # � � h• March Ii,201I ! :r SHEET NUMBER: EXTERIOR2X6 OPENWALLRAFTER TAILS — N SCALE: 1/4" — 1' REVISIONS TRUSTEES SET 01/23/2009 DEC 10/29/2009 •DEC REV. 02/01/2010 ` I �.�� ► No 1-3/4X14 ML RIDGE •y� _ (2)1.3/4X14 ML RIDGE _ —(2)9-1/2 ML--- ,per (2)9-1/2 ML_ — " ' ' — N HEADER4 HEADER ~ '1 1-3/4X11-7/8 ML RIDGE 1-3/011-7/8 ML RIDGE 2X70 `�-- ,' 2X8 DF#2 CJ @16"OC 2X10 DF#2Jr— —- -— -- RR @16"OC v V oi 0 eo y I , U ROOF POCKET O O 1 ! I (2)2x6 00 ROOF POCKET ' ` \ LEAD COATED COPPER OVER EPDM.1/2'AC G. ROOF POCKET ro LEAD COATED COPPER OVER (2)2X6 DF#2 HEADER \\ EPDM i/2"AC SHTG \ d- 3/4"SUBFLOOR N 9-1/2 TJ1230 WOOD4 FJ 16"OC (2)5-1/2 ML (T, N 3/4"SUSFLOOR (FOR DECK) (3)91/2 ML Fyi 9-1/2" 71230 WOOD-1 Fl R1T6'oC Q 16"oc CVJ a. FL.HDR. (2)9-1/2 ML w/ (2)5-1/2 ML w/ (2)5-1/2 ML w/ (2)5-1/2 ML w/ (2)9-1/2 ML w/ - 1R"STL.PLT. 1/2'STL.PLT. 1/2"STL PLT. 1/7 STL PLT. 1/2"STL PLT. O 00 ( Q O co 3/4"SUBFLOOR M LL V 1 9-in T 12 D-I Fj IA16"OC '" O — " -— (3)1-3/4X9-1/2 ML GIRDER O �•. C2)2X6 ACC)SRL PLATE SUBFLOOR •• COP-R-TEX TERMITE SHIELD •• P• FOAM SRL SEAL �.. .♦ .1 —' '� 9-1/2"T11230 WOOD4 FJ @16'OC �•� (2)2X6 ACO SILL PLATE COP-RTEX TERMITE SHIELD O 4"STEEL � , o FOAM SILL SEAL COLUMN00 ,� •� 8"PC WALL ' �" �" ' O •, 8"PC WALL DAMPPROOF EXT. a •� ' ) �: '• DAMPPROOF EXT. ' 00 4"CONC.SLAB ' z 16"X8"CONC.FTG. 30"X30"X10" 4"CONC.SLAB,. • L/� 2X4 KEYWAY CONC.FTG. E. �: � � � � Z (2)#5 REBAR "'- " — ' 16"X8"CONC.FTG. 2X4 KEYWAY SECTION B-B SECTION A-A (2);'15 REBAR < 0 SCALE: 1/4" = 1' SCALE: 1/4" = 1' o 0w Loti N • •�`-'�� ARS.:'%�15` � 3fjF**'a.i•, `,�b'; ' DRAWN: MH/MS r SCALE- 1/41, -0" JOB#: March 11,2011 p t rre Y4 �i SHEET NUMBER: ' .] .r�.•. fJ A-8 REVISIONS TRUSTEES SET 01/23/2009 DEC 10/29/2009 DEC REV. 02/01/2010 16"pG 1 3/4X77-7/8 -- — w 1J 2X10 F#2 PV-150 ML RIDGE' •"•`�`�• 2X8 DFN2 CJ @16"OC 0 o v sn —- -— 9-1/2 TJ1230 WOOD-1 F1 16"OC a j N n. f LANDIN 400 2X10 16'OC a----- f M (2)9 —- -— (2)1-3/4X9-1/2 ML GIRDER �•, (Z)2X6 ACQ SILL PLATE • � •�COP-R-TEX TERMITE SHIELD �� • O ► FOAM SILL SEAL ►, � � Q .1 ,1 •� .r 4"DIA.STEEL 0 COLUMN ' 1 1 8'�C WALL �•• ' �/� 00 DAMPPOOF EXT. .;' 4"CONC.SLAB •----- ------------- = - � O 5/4"DECKING - - + EPDM UNDERLAY 16"X8"CONC.FTG. soxso•xlo^ ACQ SLEEPERS 2X4 KEYWAY CONC PIER - - -- 3/4"EXT AC SHTG. (2)#5 REBAR MIs EXTEND SECTION C-C (DBL 5-1/2 ML g16"OC _�,MW-2 2/31N FROM OUTSIDE (2)9 1/z ML w/ SCALE: 1/4" 1' = I'STL PLATE O 1 _ 00 QJ W ) � Z zxa ACQ®�eoc � Z (2)2X8 ACQ = 2X8 ACQ DJ @16'OC GIRDER Q C/] ., 2 2XB ACQ GIRDER � Ion • 10"DIA CONC.PIER ►, 6X6 ACQ POST 0 W 00 - -- =-- - N BF24 BIG FOOT ' CONC.FTG. 10"DIA.CONC.PIER yJ,,,,. 4« ' d' ) ►' =-- �-�,,•�•'' DRAWN: MH/M5 SCALE: I/4"=1-0 BF24 BIG FOOT ' ' �M �; JOB#' CONC.FTG. March 11,2011 SECTION E-E SHEET NUMBER: SCALE: 1/4" = 1' SECTION D-D y SCALE: 1/4 = 1 REVISIONS TRUSTEES SET 01/23/2009 DEC 10/29/2009 DEC REV. 02/01/2010 ... "REScheck SoMvare Version 4.4.1 Corinplian' ceCertificate, oil Ill tee: 2010 New York Energy Conserw3tianCon ,,,,; j Ltcaban' 'ffiCounty.New York il Code �� I1 ' 11 I f I I 11 I e �� I[ 3�I or 2 Faffily. f ^ III Degme Days: 57-50 #10 STAINLESS S,TFL / ( I I 7�i7 Gl '' ' ( /� DR G ® j ( 11 I ( , 4JL1 tiif3 1.7�LC. V'f�17 �7 L e.f �( ~ I( r/ , t/ 1 WDDD SOttCREW%W, �E WASHERS!tr Or— 1 1 + 'I I + II 'I I 1r O.0 12" 11 �1 ccs tt e,�+tY �+ "I 63 f-73 1 1€5 U � �` II 1/r ARA IIATED SHEATHING 11111 PLYWOOD (ALTERNATWIVE 7116-OS R) :. :.F ,i a ,F t " .. .,,�wv'v` '{ x. .._. -_J?.. 2•r.:t�,' Fy '�'+,.,1-.x»-:a by«..r .i'�:.^n.. ;.�, s:a' ta. '.�:;•:S:•�rW �' V � � L 1/r ARA RATED SHEAtHINf, Tom.}' - }j'~ .•p * `ra ey'� 1 I GRADE PLYWOOD {^�y��/' !��,.�(. Than mow,,;,. '`,�,,��.'S,^, ■t� �/ .`■ c i..,.�.,. ��:'�iMui'...� C.� ^ i o 1 1 (ALTEIINATMYF 7/1C OSS) Cwf ly"�t��I,�ie.�yl�.f,/7X�i.]i�fi�ter.1,�i�,1,�uJL7J M y IM4a&,mrn iJ7•y:2,i�1 1��1. Yma it i�.ilµ� n � Tht*A a*teiiii I [[c? 3 ri~+7 !n w1 nr11.tr h.rt. f,i�r.rr t,t+re 1,�F,dl�trkl i tarrt+lc d,.t 15d,.� -%e #,O STAINLESS STEEL I, , OR GALVANIZED ,I 1° WASHERS9lrac WOOD SCREWSW !" I I tv "�'i.%c;.•. � 1,.•a�'.�.3?�ti'.r'`�„thC1,�"7�-r"FI»ix';�_.i.i�,yy1;� �'F�. '�" +J'.}"'v?;:. ,t'',a' A a'. f ;� 1;F41 +1 j'TI.1�4. WINDOW SILL ^�'wa-„w't:}rj_Xc�, 4' �`-- %�•9 ..-�"�.'�:u� MS;.,i:_.a.w `3,',i,ii :l,.µ +�•"Cyii�'4'.«i�, .:�.,,�.:m=.ta_• ,:tet._ ,, -�, � ! � � ,,.... n 1 TYPICAL WINDOW OPENING µ� 1 + (LESS THAN 4'OX8'0 OPENING) r ti' :.;.. ��;t. •�'• i t• t ' «,',. kc ” > r ,.. I I ( I I I ( I Ill 1:ADI-1",iOMMstTn6w'illrUrcdF1dWyLe 15pam 722 34.0 0.0 24 - - 'ill 1:WDad Ftan►p,16'oA 94D .- 19.D 13.0 A3 TYPICAL DOOR OPENING ;*AMOW 1:IA'OM FMMECOP3T*VIM L&AIL-E 16 ID290 . 4 (LESS THAN 4'-0X8'-0'OPENING) 3'llVldlxx 2:10111 Ill:i7{ocbie Par1e tirt£1'I I.ctw-E 105 EI.2&[7 29 [k►t�r2 �tas1� 140 O.�D . 24 F, fi I I I %Val 2:V►I Ill 16"ar- ISS . 19.D 0.0 29 WrNL11=,&fid FraneMill P21W Wth LVAD F. 31 0 2ao 9 4" VV=okv�r VVbM Frarne71o11ble Parbe wM Ill 26 0.230 7 �D U I I I ! 1111,11 w 6: c Par*** Ill 9 ll 2 O U t� Ill GLUS 40 A.300 12 ( I ( I 1 I Ce11M91.FLI Ill OrSCI SWTfUSS 383 300 0.0 13 (( I �l Cil 2:Calx*dra1 Ceilrq(no at a) 339 311.13 U.D 12 tQ 11 I Co��7vr& The used td% demZM t'lert ta iste;�it the t king 1:�.gans, c �' V Z ' ( r 1 - cal;xltaftm szdrll to oft tfta-p►eratt appv=Uon.me pmpoGM&&'Mg Ts bem&mi aecs to Ile 2010 riewYM ErleW C=Arrabm � � 0 l . I I I . til ? Ca1s��ene"I�1n eT0m4A_t ,t1� ,the ta9I��III>�rft h�iMS b%r, O aheMst [�� U I 3H•A.AILYWOOD '/ W I ItiEarne_Trma batt TTZX4DF#2 I STUDS /I 3"0 ROOF VENT 3'0 ROOF VENT I I I ( 910 STAINLESS STEEL OR GALVANQED wood scREws wl WASHERS a u"D.c. 3 MASTER BATH 3 MILIETII-2WRElLVN'UDSOOD ASSEMKCONNECTED, ONNEC ES ED, 7 O ETHER WITH STA NLESS StEE L TOGETHER WITH STAINLESS STIg OR GALVINQED DOLTS W/WASVEIIS 1 1/4 t t/2 11/4 AND NUTS P TV O C W.C. LAV Ill Ve: e+F, Repcirt slate:UYI1111 �' } TYPICAL MULTIPLE OPENINGS s{+o ER D.�t31I1EYI3i111s:to 4IiSEiir'#E.?r# ".ri �7,A�1�tf0=�' �' V3= Sl=.1 [ Page-F SK I Z (MORE THAN 4'0X8 0'OPENING) OR F ATH OfZ Q 2 3 11/4 = O ICO. Ill Q WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL � c AS PER TABLE 1609.1.4,N.Y.S. RES. CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) 0 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" KITCHEN 0 Q AND MAXIMUM PANEL SPAN OF E FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO 1 114 W 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 1 1kt iN 1/41112 11/4 ti CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MIDST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. L0 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" LAV. W C SINK N SHO RW.M D.W. F.A OR ATH F.A i. 2 11/4 3 1 112 2 ICO. C.O. 3 T' �Yr C,i%�.,4,s�'��''►! , DRAWN: MH MS tib, SCALE: 1/4"=1'-OH JOB#: 4-Cl. >TOAPROVED "•' ",`3�W�' �l�`� March 11'2011 HOUSE SEPTIC SYSTEM SLOPE"1/4"PER FOOT PITCH TO DRAIN TRAP `sR' ' ' = SHEET NUMBER: PLUMBING SCHEMATIC = , 4�; ry : 1 N.T.S. REVISIONS TRUSTEES SET 01/23/2009 DEC 10/29/2009 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS DECM. 02/01/2010 �I USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS \ � ENDN'ALL RAFTER WALL STUD CRIPPLE STUD BOTTOM PLATE 44S RIDGE ' HEADER LEDGER BATHTUB • ��'STi�•• DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. AOS5 HCLD DOM[ CONIIECT TO 1 SIDE OF ALL CORIIERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCA71ON USP NUMBER DESCRIPTION APPLICATION LOCATION JUSP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR p HCLD DOM{ BO1H BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WTH 2 JOISTS. UNDER WALL. 2ND. AD55 ALL OPENINGS LSTA12 1-1/4"x12" 20g0. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x21" 20go. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18 a. SLOPE HANGER APPLY TO EACH RAFTER LEDGER ( ) v~-+ AIICHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH g / FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE N IHE FLCORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT-71 TYDOMI ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 1890. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC I-r •Y WALL STUD a M THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR }; W IAETAL STRAP � U •Z L7 VENTILATION CHANNEL V w RIM BOARD AS REQUIRED .:. Q S0 RAFTER N j fl s y SILL PLATE(S) RAFTERS MAINTAIN ►•� n .. . .. r .. • .. . . VEIITILATION u {=� WOOD JOIST FOUNDATION TOP PLATE BLOCKING • - - - - 2x4 LEDGER BLOCKING lu STAPPING TO BE ATTACHED TO WALL STUDS 048"OC 2x4 SOFFIT JOIST z AND ALL WINDOW/DOOR OPENING JACK STUDS ATTIC SHALL BE PROVIDED WITH A FASCIA R' MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'0' D.C. �i� THE SPACE VFIITILATED. ALL O°ENINGS WOOD GIRDER 4" - 8' LSTA24 1-1 4"x24' 20 0. STRAP AI ID JACK STUDS SHALL BE COVERED WITH CORROSION- COI,ITIN. SCREENED VENT / 9 • RESISTANT METAL MESH VATH MESH ON ALL OPENINGS i OPENINGS OF 1/, INCH IN DIMENSION. CON77N. SOFFIT/ EXT. PLYWOOD i INSTALL 4'0' O.C. LOCATION USF NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AIID JACK STUDS CONNECT TO ON ALL OPENINGS / 4' - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN 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 �� 8' - 12' RAPIER RT20 21-1/8' x 20ga. TYDOMI ANCHOR EACH RAFTER ON ALL OPENINGS V1 2ND. FLOOR WALL / •' � +/1 i L� RAFTER O A WOOD JOIST z 0 TOP PLATE GIRDER/HEADER 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048'OC WOOD JOIST O AND ALL WNDOW/DOOR OPENING JACK STUDS WALL STUD E.r FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" O.C. F+ 4' - 8" LSTA36 1-1/4"06" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATIONO 0 ON ALL OPENINGS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH U RAFTTR/PLA RT15 TYDOWN ANCHOR CONNECT EACH THE PROPER STEEL COIINECTOR. INSTALL 4'0" O.C. RAFTER TO PLATE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga STRAP AND JACK STUDS CONNECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE BUTAP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL SILL PLATE I TERMITE SHIELD SILL GASKET f r I TIP. GONG. FOUNDATION A 6 MIL SLAB ++ I DAMPPROOF EXTERIOR 8 MIL POLY VS 6MII POLY ON EXTERIOR V GRANULAR FILL � • � •• • •• • l,p � � � ++ � [ • V ^ STEEL COLUMN [ • v _% ♦ CONC- SLAB I e �• v // 1 1` + • V t^ I COMPACT FILL , :p ++++ v W e . rA z KEYWAY FOOTING • ' d • A �e • C • CONC. FTG. a Q'e •. Q USE WITH 3x3 SQUARE WASHERS + O Q z . • -/ AIJCHOR BOLT CONNECTION (USP LBPS58 OR BP583) ++ -• REINfORCING BAR FOUNDATION 'i/$" DIA. ANCHOR BOLT DRAIN TILE • p ANCHOR BOLT CONNECTION SUPP RT1N MAXIIAUTA SPACING { z SILL PLATE TO FOUIIDATION 1 STORY 72" CC = O A PAC NDATION (,� Ix TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC Q WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24'x12' CONC. M. CRANI SPACE OR FOUNDATION w' Q 'NALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC ..(,/ STAB-ON-GRADE OLTJ SUBFLOOR � CONC. SLAB DOOR FRAME 6X6 10/10 WWM COMPACT FILL DOOR GE JOIST I USE 2X8 STEEL BEAM [ .'♦ FOR BLOCKOUT 4' SLAB • '• '• •• P.T. PLATE , �/` ♦ W/6X6 WN n SLOPE / ♦ _ 4'DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT ♦ I • 7 1 2"• (WITH A NAILING PLATE IF tIEEDED) - �- ••'�•� 4• .'• ,p •' • :• •• ' 1T) BE APROX. 1/2" OR HIGHER THAN M<-•p e p •. p • ' STEEL BEAM TO ALLOW FOR SHRINKAGE " 47 �t 1��aT- `�. • • •'• (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) &';x" a iw!a `! 8X6 W.W.M. ; ° --•— ;, •a _�u • 4 �. . .. _ K7i � *� DRAWN: MH/MS ��` • ° ' • '. T— r" L`�f t - ' SCALE• 1/4"=1'-0" MIN. ti= t • '• �!'e �!•a f' y p • • I—II y ~` JOB#: a REINFORCING BAR • a •.• y � „ t -M/' AI REINFORCING BAR ��• DRAIN TILE II!—i1 • d )•• I !I • I— Gr t A c k arc 12" _ y1.. r� A� I Mh 11,2011 • .e 1 y' - SHEET NUMBER: TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) ;14 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. '• • '�F'�`' g,„4 REINFORCE FOOTING WITH (2) 14 REINFORCING BARS. �t GARAGE DOOR BLOCKOUT A- 1 I I r REVISIONS TRUSTEES SET 01/23/2009 DEC 10/29/2009 DEC REV. 02/01/2010 2x_stud JOiST l6 AILS Plate w at all " Plate nail-16d(3-112") ALLOWABLE HOLES -TAJoists on-center box at 12"on-center box at 16'ontenter• INTERMEDIATE SEARING *�' c-m Floor panel nail-Sd NO LOAD BEARING WALL ABOVEl-8d(2-1-2j -1/2")common at 6" load bearing or shear wall AA.&e�a„Ar•,ron-center Web stiffenersIMExamm on-center• above(must stack ever wall a/.✓w '"• ahl'arequired each side Load from'orl-1/4' 14/4"Trus Blocking atB3W Blocking panelsabove Blocking rus Joist Joist rim anel may be required with O///�� 2x4 minimum shear walls above orpanel im Hoard" board squash below-see detail 31 1-V •s, r+o Dl 1-l0d(3') a nail-10d(3") blodct � �"ms 12' box at 6'min. ia. .l,j an +tar' on-center FLQ'h rW/r,+r AM Remove tongue and groove Bl Bl 1/161 Table A-End Support adA�A.aann/ec.r from floor panel edges Boun Ary nailing MI imum distance from edge of hole to Inside f■tt of nearest end su rt rernf arnarnr ♦,�' `�►,e supported by 1',•Rimm to 2x4 min mum ROUND HOLE SIZE S ARE OR RECTANGULAR HOLE SIZE 8d(2-1/2') Web stiffeners ensure quality nailing. stall proper blocking squash Dram ra Tit rim q Y g common at 4' required each • •Con rcntiona/construction code minimum lw to support all panel blocks r r +' f ■u' n• 13 r r + 41 a yr n• 1r on-center' side at 31W and 9jolo st ed a nu r r - r - . e W'1h A3 on Ser This lolst FramerIr g Use 2x4 minimum squash 2Io 1v 14 R I m :v r-. m O Must have 13/•t"minimum O O O 3ockef GuJde for A3-I-A3.7 4 Fee Trus Joist FrimerY Pocket Guide for 3 B2 82 83 B3 CS blocks to transfer load +rn' Al A3 A3.1 3.2 33 4 around TJl oist 3 1bearfna st ends spedlfntk3ns additional installation tpedficvtiont j Sao a-m n 6'-0'length of T11 Dist 10jg IL 4'-D'length of reinforcement and 8'diameter maximum hole Nail Trus]Dist rim non• 30 for 11-7/8•-16'der board to blockin Attach reinforcement B"diameter maximum hole p with connections to Joist with one Bat Web stiffeners rein for 11-7/3'-16"deep Aller block Use blocking panels;f" no " 8'diameter maximum hole equlvaleM to (2.1/2")common nab at Nab through 2)a_,wood backer 10 reinforcement blodti� .nets;6" 4'-0'length with diameter maximum for required each for Il-7/8'•2o'dee P decking schedule each comer and u ]30 •• O P on one side at diameter maximum for 9-1/2"and 11.7/8' blocking paneh!•I/2"deep side at E1W Making pends:6" Trus lout Attach reinforcement T)1 Joist web larftll 2 rows lOd 3w :• ry •v rte r E2,both sides blockingpanels 9-1/2"dee TJI joists. m shorter than 12"long. r 1 diameter maximum for P P dm board to otrt with one ed Blocking panel between Blocking (3' Common nails at 6' _ ' ''• s' - " _ N at E3 or shorter than 12"long. not cut flanges. ) ) I - locking panels 9-1/2'deep g (2.1/2")common nail at ch joist.Nall a fop Panel nceMer,clinched.Use so .. '�s .•}r or shorter than 12"long. LIL not cut flanges. each comer plate with connections 16d(3.1/2')nails with u• 3w - W - ti M Trus Joist equivalent to decking '� LDo not cut flanges. 3-10"TJI joist sso ry ry ry 3 c-a• 11 It ry r i• -o• U rim board schedule. t•4 Trus Joist 12'length of a widths. r a• r m• er Is it 717-1 to• ur is- 17 1�j � r0 M rim board ttach 3/4" Sao r , i m "' " reinforcement to reinforcement 3/4lengtR of Ir ,, , I _ • it•• t-•1 ttach reinforcement joist web with 3 on one side at 3 Y rug Jour cilli reinforcement as '' ' �•• fy to joist with Bd(2-1/27 rows IOd(37 E5,both sides seo v r r r 1• 1 •v •u r• nr it• i 4• •6•i 6 board on one side at „� C-1 O z an common nabs at 6`on- common nails at 6' at E6 Wood .A til Ci y . I I E7,bDth side: F°tit able 13-Intermediate or Cantilever support v „•, 00 ,;JD center.When on-center-clinched. N N backer Face lin a+s�' reinforcing both �m Use 2 rows with 9.1/2' at EB a-p�ete gay Mini um distance from edge of hole to inside face of nearest Intermediate or cantilever supportIt ✓R +Ls1` Less than d t4 \o horizontal � sides-stagger nabs. F} and 11-7/8" 5, 5<s than ��c�ti �o�\�l orarH rx ROUND HOLE SIZE 5 ARE OR RECTANGULAR HOLE SIZE El E1 O O E4 TJI joists. ES E6 E7 EB Fl r r w &1/2 Fin u• 13' 2' r a- f IQ 1112 n• Ir t� Il0 .f• i' 7• 1•• S w a'' Not for use with 3-1/2"TJI U e=t joist flange widths pin• ' •' ' '' `�S 23a - Td Yd ar,ITi• rd er rr ��^i Filler block Attach 'a• s'a• ry m with ten IOd(3")box WEB STIFFENER ATTACHMENT it. nails,clinched.Use ten ap: non 16d(3-1/2')box nails from EXTERIOR DECK ATTACHMENT Option N1: 1-1//"minimum `' each side with 3-1/2' Structural exterior Applysublloor adhetive to all TJI Joist blocking with end 2-3/4'maxittlum sa" Web stiffeners TJI joist flange widths. sheathingIIJf2 no •v I r •T r I required if sides of Use fifteen nails with contact surfaces cks Ina.I at 1/3 Joist ,,. , .-0 hanger di not laterally TJI joist depths Backer block t n loations using 23, 4. au r .o• au lou t.• 6 Y Install tight to to Flashing Three Bd(2-112")box nails, u ago r.cr r I'-e T4 ss• t r r ru ra• i i- P Sao t rr ire it u v support at least 3/8" F L P Searing plate: o id(2.1/2") clinched pp eater than 16". flan (fight to o box nails or - ' Se h-g Flush plate with Inside yQ' Three t6d(3.1/2")bnx nabs Treated 2x ala of T11 joist top tbox ottom flange with face of wall or beam ledger 9\°\� oaf•• 2-T/2'screws, at 3.1/2"TJljolst flange widths 30 i� flange ce mount g \1 typical I1N2= Ir Sao •a• o •r r c 1 angers).Attach Web stiffener each sw r-� ry ru �• ru n•D' Is•u ru ry r- •- u'.a• ,.ren iry ith ten l0id(3') See fastener Trus Joist Top sutls.dmched table below.Malmain rim board Optl n g2: 1 coil side.See sizes x_strapping installed 1-=1 below• +- f' r 1- Ir ss• lr to• Ir sr2"distance(minimum)from tr Da0 '" 'flange hen possible. at 1/3 joist span Tight fit seo r ,r r u • 543'-cr edge aF ledger to futencr.hanger locations using two 2r 3au •v r - i• ,r- r m i r i •Fare moms er block 2-1/2'screws per jolts W eh Stiffener Size W Web Stiffener Size 1' - „ -4 i Atlawabla load/Fav«rd Resistance h,) T^ an er both sides Fattrtw pNOn M3: 1.1/2"1/2"x 2-5/16"mm -5/16"7/8"x 2-5/16•min "'*+a"ai•'^.r's.'.'°a"m.•"""""'a'i'"a.,r"a• V1 ' g 1-3,4 dm►aard r'k- directly applied ceiling talanuybas r.d wrolsranywn..rnNnsnrYab sea rt/r.to afmNm.n).[i rsietri.mornote of web with 3n'I. bel 41)0/A30 N.'/N A 1-3/4' 5/9"x 2-5/16'min 2-1/2"l"x 2.5/16"minimum Knockouts are located m web ae apprerrtmxely)2•aisanter they do not Afton hole single TJI tn•ug rbt 475/750 323/N-ti en specl/ie!d on the layout,one or more of - tat.r..,,,i inn. Hl O joist H3 O .Anr.aua ova 1.rwur.J m«rrJmr xxth.c124 pB thrice bradna options show»11morn ll be O 2-1/16"3/4"x 2.5/16"min 3-W' 2x4 For Ampk span IT mintmum)uniforely I.adad)drat evi tklg she nyWnmmr.r oerrlt Trans Join pr.d,e VA&L.lse vl ,E�'a'a.^r b".'a"'a4.s-.J[^'"r'.'wo �a//� manmum ua r«md h sit•may►e looted rt the canis d Ne Jdtt span provided n..eh.r holes occv In the)art. F�-1 •bistrxes ue based an the masdmum tmlllxm Iwds shown in a1neM Trus Joist product Nid-roc Deur bad condi i■rc a hole con6guratlon raM d your Tru JMA reprrtemrth.e. BEAM and COLUMN DETAILS ALLOWABLE HOLES - Beams and Headers W BEARING FOR DOOR OR BEAM TO BEAM BEARING AT CONCRETE 1.eomH:aAr krge t hula(ma mum) Q BEARING AT WALL WINDOW HEADER CONNECTION WALL � .Joist Framing a O lAad'pth.le Q O Trus Joist rim board Stra • • Cie-iii undAoh-dome F--+ Strop per code If • 1�neptn . f �..�.� E•••t or blockingfor al hlhe carrlw dl.-am. latent support top plate is not ten[ s•4"e 4 PP continuous over �g Px header pend T/1 mini 7 r f•on-utile and V3 Span Allau,d halo Atrm an W. ROUND HOLE CHART fl aMnnAaA N a ar•rA end a111M pEeTH M4XIHOlE aanuND Silent Floor joist framing O Fant Ates i•)-t wlta 4-J/ i• O k c does not require bridging ad(2•v2')nab ininbnum . For""'f"oily loaded be'mt only. E i ormid-s mid-span (a-WARNING). - R hello-netaBewed. 5-In' FSH /[a O W g •cl+ril■1•r 7.1/4'to 20" y W Top flange • -Pallid"m u 111 rs. ar uwm.c.n rr Iii.-.l iiala Zana hanger .No holo In head-or bran In plank■rimtation. Face mount H2 O U Parallam®PSl or hanger DON dk'AdU f.. ar A) Timber$trandm JterondMefr lace d Rim boar)Hard Ll O O See current Trus Joist L4 telt untreated t4400dfrom direct cont a E2 lar ace.JNR TJI JOIST ATTACHMENT at BEARING LSL Column Bteratum for framing wfrh concrete O TA Joist to gearing Mate Squash Block,to TA Joist(Load a connectors Tni J.W ft ao.rd bearing wap above) Qn laid(3T a- CONNECTION OF MULTIPLE PIECES OF f"rx'dr'"w i• 'rt a1 hra.w Ram oval/. One t,'0-1/7•) SEARING AT COLUMN TOP-LOADED\I BEAMS(1) CS b napa,ch TJI rim)aid Ate. 1-3/4'Width pieces: Orl-.11aNan ar,gu a hue Johf IeaA tan'Yarn Minimum Of 3 rows lOd(3"x D.128")nails at 12'O.e L3 rim aaerd and 1-3N'mWmam be+dM Verify Parillam PSL or Minimum of 4 rows IOd(3'x 0.128")nags at ELEVATED COLUMN O lnninna.n a 3edute TimberStrand LSL 12'o.c.for 14"and deeper beams BEAM ON COLUMN COLUMN MASE BASE L1 wPp d column If using 12d(3-1/4")or larger nails,the CAP capacity and beam RI H1 nrrrhr: w.xranrinpwa ren Pa 1Y number of nailing rows may be reduced Optlonal eon,px n,Ma dal N ring length. by one. non-shrink a2 Rim to TJI Joist See current grout Trus Joist 3.1/2"Widtfi l feces: Tm,sq,t rim board or literature. O 33 /-3/4'MM TJI asm W Minimum of 2 rows 1/2"bolt: JlOna lad(37 baa G nae along. Wde Tll mer T/•1 'Z at 24'O. Staggered Into eachalong. TJI Mw V/ OI 4.a1 mien b reraed n'anly aaan.nr,r (3'ern,uAnr•OIM.ae.ova rra.kira M lJelaaae/Mmi ))olRTtx nN whhl )ol,t 2-1/li'-2-5nP wide Mx n.ds,.n<nm J k Addltion:l nalli»t or balturp may be required with O "t Use 81 or 02 at TJI :tone 1n' ride or Tn JMA a•gar O Q Z LS L6 A*-loaded mullip/e-member briams.Refer to current Pl P2 P3 B4 thh biocielg ternlediate bearings 0-1/71 cox ndl colo e.ch 34r1•widr ►'nets 1 load bearin or shear TJI""'°ht T Vk- Q Z product literature. 'n f or)dm g or O at[en��ine wall from above 2 FASTENING of FLOOR PANELS Braced rad wan BEAM ATTACHMENT at BEARING U X CI.SM OnCenlw spacing parr It- ora note 3 underQ Trus loin tMi lard r^ Nell Sale TJI Tru,.1.1d rim►oM Timbertrrand LSL (� WARNING Otic 1. V/ O C l Io and 210 330,360 and 56 1• I•In' t-V2'.r Wrier MlrNlarn LVL hrallrri►SL con each d"e al [G� member at Iniol lG � 0 l- ad a-tn7 box 2-ln' 2• c• 4' 1-lA"mini,mlm oars,and -` J a„r J xd(2.112•)cor.nnon 34/2" 2' 6' 4• 3' 3' 3' r�1L/] Q IOd a').12d(3-IH')h.■ 3• 2' 1. 4' IOd(3'),12d(3-t/17 41/2' 3" f• 4' 4' 4• 4' INSTALLATION TIPS O Dr6 Nos at an J demhlgpJarn M vrad+kl wi daarrtt,rr 16d(3.in')common ni , S.arl.r wive will imprn floor pltxm,nu,out N.A 4' Ig' r 6' r i' ay n �- L4 LA re.gla N maArl,izr Lrdab frmh.Yntwa rad and axrme//,rr bra me Ae ncl 111.'.1-11u"x-1nr,l rum narl,,.nnx:rnndJ-3 F'urlo:/•r,w-a"v er�'e When HYb ara dorrled at non law aWng parallel ttaehm[itterfor�k R11 [•f Pl•le Ikggrhe Wmaars.qxe)drat apart tit.oafish d Cha u'•Il structural CSI Racammandad,mut fk lrmm tsM aglnerN•draY4n[s aiurenede Mphenairg HVAC Art'i ,g DO NOTrarar lawn aarrriu A,e.nxn[oda.N.n,n AddltlaW)an a plumbing mar flee eetaro• npnrm radial, O fordo kurdu aAsdrrW NaAng row,mon be onset at ked VY and itagg.ad. , sawn hrrraaer JArMe altw fnrhl/allon. 1f p a•r10 may be ttibdtured her id a-Irl')neat[mlMmrn Ilenetranm WARNING of 1'mr,0.Tll Jovor dmoa e bN n adervcJSee ALLOWABLE , rdM \ -J•f awan trertea e HOLES9 Joists are unstable until braced laterally rrMest Ong ter SpadnL PR Row lean,dw C (nein hsehrdm. Ma um spadn j d melt n conal witn H3 C ex cont wdlnt l•3/4•r ko 1r.n•c<nttr connate1. q Ear tour wahr[•eats tl.an}N4'. 01 24'•rt•arAr ••,- .con[•,, a■im load 4,"e a<)'}", 1,a, DO NOT allow rorkerr to walk on .sena u,. .■.m Jou y`jx• ft( stack ui Yi!1^[rr'tti�rk-. /Dort s'4f L glare; /ptrtxsrl`ad�rlylrt ,; DRAWN: MH/MS FILLER and BACKER BLOCK SIZES s xtw His I unt!/briusd y 'v ollsrtror anis ova/Il�Z;4 A � s Til Flange Widths 1-3/4' 2-Vie• 2 5/66' ]in" j.lA INJf/RYMAYRESULT. J 'Ii .roj�t `,12,,.t t $C,41,L: 1/'ttt=lr-Do Plumbs h Bea are to lz+ d'�it,-^S Tura 9-Vr• 9 In'w 14'or 91/2'- 14'or Is._ar I4'« la'« N be fa with rMde O WARNING NOTfS.• !!! • Depth 14• 11.7 x A Weyer .,user Business RR #t') y JOB#- 11-7/R" 11-7/a' lin non• I6' 2rY 16• 20` S4ualh b°du and bloddn[pneh carry itadad hu or war« Lade of[oMtRl for proper bracing during[eNlstNrY)013 nn result t krio cadent ndid NR 3n' 3/a' ln' .',7. 2x12+1/2- ,rxmul I-A.(Arr lY al.rad 12)f.iris-fisc �+nr FIM,a1.rA• Tw. Two Two M ( ) foAowing gulddina arc observed,aald s1�+1 be■veld- , H2 2A 2w sMathrng Zai 2xt 2x12 cod•ut To A wxh coli r bloda s U.N. t •J t ) all, colitic h amen hr,mm she.hln v6dtMefr rturh Meda«a«un[panels. f.An Ya Yry h.p a N WIN Y.la e.W N •r rYar haTK I Jx w.f oar Ir •nNMp l yy4•3 ; SHEET NUMBER Cantilever Fllle 2x6 2.10 2x6+3/9' 2x10+3/r 2.6+1/2' 2x10+In' Mauldfl) 4.0" 6'0• 'heaming sheathig shralhing sheathing Nd Nd aryloN< v^yY.JN.amq.+n..mr.nAcmYaan.Wha.erre n4nrar.acr V +r coy Ira long 4'-0*I-g 6411-1 4'-p long W-crhi g •pplkaWr 2 -Aw 6,-laaoiiarlN..ar d,rilw[d.W mita•an afal,rl alma rJal aha `",J.x l�tir ta,Jter clock• Yra..g,k•d■'t f1a,..ya r flare Y N a-IaraN Yaagln 141.0na-aalcore MrWM ralnNana w•Ilr/.arM araeaa L cox 5/t"r (bartasF1 3/4' 7M PHet 2x5 2xt 2x12 M6a "x �: carr.bAk,x.WIghtnxna.nrw.Iua,w.nei y rad t;r.1y� 3/4w Alia.hlKmwtaeYYarlYANAbea6TJ1)d.bk-wiftkWIaYrnMNaair,MeNam,.11 «H2) 3.■.a,lananwa r.iYaa..Y Yr.Irean Mit NlaraN aaer"rrr rLx,[r {'t �T[•�',,•,�R,Y 1 O aN,warry•axnuu aa. N /u Mr ar xxanxx,ry pan AYu.,rn l.9/+e wtuu MrrY,nv Jetu W w w,xt i7VM. fThel,net cont.ean.n Arei[hI WlHnalalwa,ral/J'hw N•Maanar4. .�•�'F Aw,l,•. •e•^'••ear,.r•Nnar■eiaA.at4•aN'eN"aJimtanFNaar YndraN Nnwl,am F/aFa..4 °:.-r'tAax.�=•.�'' .' - This sheet is intended as a supplement to the Trus Joist Framersa Pocket Guide,which should be referenced for additional information. REVISIONS TRUSTEES SET 01/23/2009 DEC 10/29/2009 DETAIL DRAWINGS WIND LOAD PATH CONNECTION AND CONSTRUCTIONDEC REV. 02/01/2010 USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. i 4'MAX. 4'MAX. JV DIA.MAXIMUM �-• 1� 4"DIA-MAXIMUM I POST GIRDER/HEADER Z • �•� �Ar � • n 4a► Ie � w POST/COLUMN 12'x12'x12" `� '• • S'•,�`•`+ 2i CONCRETE FOOTING •c w. •��. :a m DECK POST FTG.CONNECTION DECK/PtDRCH RAILING LOCATION USP NUMBER I DESCRIPTION APPLICATION p 4X4 POST PAU44 OR WE44 POST/REAM ANCHOR JAPPLY TO EACH FOOTING .s STAIR RAILING POST•TO-GIRDERMEADER CONNECTION r r 6X6 POST IPAU66 OR WE66 IPOST/BEAM ANCHOR JAPPLY TO EACH FOOTING lY USE MIN.(2)1/2'DIA.GALV.BOLTS WITH WASHERS AND NUTS 1-1R'SPACE U M ~ MINIMUM tj r� HANDRAILS GIRDER O1%) 1) 00 � s+ POST GIRDER/HEADER ♦ e� Ne (J •; Qi I POST/COLUMN •G m BALUSTERSRIM/DECK JOIST o CONCRETE PIER OPEN BALUSTER ATTACHED TO WAIL ' HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION HEADER/GIRDER-TO-POST CONNECTION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER I DESCRIPTION APPLICATION I SHALL NOT BE LESS THAN 1.1/4"NOR MORE THAN 2'IN USE MIN.(2)1/2'DIA,GALV.BOLTS WITH WASHERS AND NUTS CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL (2)BEAMS IPAU44 OR WE44 IPOST/BEAM ANCHOR I APPLY TO EACH PIER PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDERIHEADER TO POST/COLUMN CONNECTION (3)BEAMS PAU66 OR WE66 POST/BEAM ANCHOR JAPPLY TO EACH PIER �^ 1 FLASHING TUCKED UNDER �/1 TOP PIECE OF SIDING AND LAPPED OVER FiRST CONTIN. GIRDER/HEADER PIECE OF SIDING BELOW UNDISTURBED SOiL O 2-1/2'DIA.LAG BOLTS W/WASHERS LAY PLASTIC BASE DIRECTLY ON CONNECTED TO BLDG.@32"OC UNDISTURBED SOIL(ORGANICS REMOVED) W LEVEL BASE FiT CONSTRUCTION TUBE AND PLUMB A STAIRTREAD POST/COLUMN °° BRACETUBE ^ 'z RIM BOARD O FILL AS PER MANUFACTURES INSTRUCTIONS H O STRINGER FLOOR FRAMING Arlr=. E"{ 2x JOISTS BI_pJaan_III= III_III-11 BLOCKING FOR JOIST HANGER 494POST-TO-GIRDER/HEADERCONNECTION LAGOOLTS •p LOCATION USP NUMBER DESCRIPTION APPLICATION RIM JOIST/ED. 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN I DISTURBED/POOR SOIL O 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN LAY 4-61 LAYER OF CRUSHED STONE OR — J STRINGER TO DECK/PORCH CONNECTION HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN GRAS DECKIPORCH LEDGER CONNECTION LEVEL AND COMPACT BY HAND LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASE I FIT CONSTRUCTION TUBE AND PLUMB BRACE TUBE FILL AS PER MANUFACTURES INSTRUCTIONS s 11=11=11=III=111=III= • ° =III�III-III=iII'l11-111-III-III_III-11 WOOD JOIST WOOD J0157 JOiST BLOCKING CONC,PIER FOOTING i BIGFOOT SYSTEMS FOOTING FORM v LIJ GIRDER/HEADER ; IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S.RESIDENTIAL CODE THIS DESIGN z WOOD GIRDER COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED U Q WOOD JOIST GIRDER/HEADER AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT "•,•J Z PRESCRIBED IN THE CODE. O Q i THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT ACCEPTABLE FOR USEIN N.Y.S.BASED UPON ICBO EVALUATION SERVICE REPORT z FLUSH JOISTS WITH HEADER/GIRDER ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN. Q ALL JOISTS CONNECTED TO A FLUSH HEADER TO/E SUPPORTED WITH SPLICED JOISTS OVER HEADER/GIRDER = O THE PROPER STEEL CONNECTOR. CPLICED JOISTS OVER HEADER/GIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND q I USE WITH RTiO TYDOWN ANCHORS IF ABLE,SET FIR]GISTS APAOX.7/4'HiGHER THAN LUL HEADERS LOCATION USP NUMBER DESCRIPTION APPLICATION � Q TO ALLOW FOR SHRINKAGE. 101ST TO GIRDER/HEADER RT10 TYDOWN ANCHOR ICONNECT TO EACH JOIST O Ii 1 0w DECK& PORCH NOTES: NAILING SCHEDULE L0 1).Unless otherwise noted,all framing material to be#'1 ACQ pressure treated lumber. NAIL NAIL NOTES I` 11 fasteners, DESCRIPTION enert,hangers and anchors to be galvinized or stainless steel. QTY. SPACING I N j.Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts JOIST TO: 4-Ed COMMO PER TOE Girders on concreteSILL,TOP PLATE OR GIRDER JOIST NAIL concrete piers shall be anchored with proper sleet connectors anchored into concrete with a minimum 1/2"dia x 7"Ion anchor bolt with wasters and nuts. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA BRIDGING EACH TOE Jx s7 E 2-ed COMMO r5} � rry_ TO JOIST END NAIL ` A y ti 3).Posts supporting Birders shalt be anchored to a 112'x12'42"thick.concrete footing GPOU14C WiND SEISMIC FROST WINTER iCESHiELD 2-8d COMMO FLOOD BLOCKING EACH TOE SNOW SPEED DESIGN WEATHERIN SIGN UNDERLAYM LINE TERMITE DECAY DEpf snf s ,r�/ M Use a minimum 1/2'dia x 7"long anchor bolt with washers and nuts_Footings Shalt HAZARDS TO JOIST END NAIL be 4 ft.below grade. LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED • MODERATE SLIGHT TO BLOCKING TO: EACH TOE s W 3-16d COMMO earl h 45 LBS. 120 B SEVERE TO HEAVY MODERATE E 3 FT. 11 NONE - SILL OR TOP PLATE BLOCK NAILT; �* 4)-Deck Joists to have blocking at 8'0 o.t. LEDGER STRIP 3-16d COMMOr EACH FACE s� r, r.; DRAWN: MH/MS 4 TO BEAM JOIST NAIL $ ""=3h 5).A minimum of 10 Inch flashing shall be installed between the building and ledger. kr r Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOIST ON LEDGER PER TOE S t ; SCALE: 1/4•— —1-O" at 16"o.c TO BEAM 3-Bd COMMO JOIST I NAIL ,* JOB BAND JOIST ;. 6d COMMO PER END lJ ' 6).Concrete piers shall be a minimum 6"above grade. 1 <' March 11,2011 TO JOIST JOIST NAIL � t�. BAND JOIST TO: PER l" SITE, NUMBER: 7),All joists to be supported with hangers and anchors.Each Joist shall also be anchored 2-16d COMMO TOE NAILto g1rder(s). ". . SIIlORTOPPLATE FOOTM�ra�3; ry;�e '- 31 8).Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal •. i for any contact with ACQ A- 13A I REVISIONS TRUSTEES SET 01/23/2009 DEC 10/29/2009 DEC REV. 02/01/2010 GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE a- PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION P3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOiNT DESCRIPTION NOTES NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of Ed nails in the strap. RAFTER TO 0 WALL:3-8d COMMON EACH BUILDING HEIGHT SEE PLANS) TOE NAIL TOP PLATE 10'WALL:48d COMMON RAFTER 1).The information within this set of construction documents is related to basic design 2).RAFTERR TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-Sd COMMON EACH TOTAL SQ.FT.OF CONSTRUCTION (SEE PLAN 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 TOE-NAIL TO TOP PLATE 10'WALL:48d COMMON JOIST 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 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 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 2006 SBC HIGH WIND EDITION D FRAME CONSTRUCTION MANUAL t ' sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES r+ P P P P CEILING JOiST LAPS AS PER TABLE 3.7 EACH FACE ` J 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 NAiL OTHER THAN SLEEPING)) 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 J responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade.15 inches in masonry block foundations,or lapped under i construction means,methods,techniques,sequences.or procedures,or for safes the late and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200 4 q P Y P P PPe QTY. SPACING (DESIGNED FOR CAT.C) 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 � 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, TOP PLATE TO PER FACE NAiL p p p p S p2-16d COMMON LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION m ro TOP PLATE FOOT SEE NOTE:1 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. comers. TOP PLATES AT 4.16d COMMON JOINTS FACE INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE v Z 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE v ou o, ao 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 STUD 2-16d COMMONO.C. NAIL EGRESS SEE FLOOR PUNS AND WINDOW SCHEDULE :., C) attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and " FIRE PROTECTION ym.. n r 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 y� V � P HEADER 16d COMMON ALONG EDGES NAIL 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 in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK r 6).TYPE It EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: ,Type II exterior shearwails shall meet the requirements of table 3.15a-b times the appropriate FLOOR 101ST,BAND 101ST, 2.16d COMMONPER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. 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 OD determine intended heights of finished floor(s)above typical grade. ) FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS 7.INTERIOR R SHEARWALL CONNECTIONS: LOAD MPH CATEGORY DEPTH TEMP. REQUIRED 2).A11 footings to rest on undisturbed(virgin)soil. 'Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL (MPH) Interior shearwalls are used.Sheathing and connections shall be in accordance with JOiNT DESCRIP11ON NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 YES - 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or masonry walls occuring in exterior or unheated interior areas. SILL,TOP PLATE OR GIRDER 4-Ed COMMON JOIST NAIL 8).coNNECTIONSAROUNDEXTEwoRWAu.OPENINGS: ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall2-8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE w with table 3.5.Window sill plates shall be have sleet connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES 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 kt EACH TOE 5).Unless otherwise noted,all stabs on rade to be 2500 s.i..Concrete to be 2-id COMMON 4'PERIMETER EDGE 20NE 8d COMMON @ 6"O.0 8d COMMON 6"O.C. SEE NOTES:1,3 S P• TO JOIST END NAIL la3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcin interior slabs 9).CATHEDRAL CEILING ASSEMBLY: P g' BLOCKING TO: � EACH TOE " SEE NOTES:1(80TH FIELDS) � Ln 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 3-16d COMMONINTERIOR ZONE 8d COMMON @ 6'O.0 8d COMMON @ 12 O.C. NOTE:2 FOR PANEL FIELD ►-� 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL O 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 Ed COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:13 6).Crawl spaces to be provided with a minimum 18'x24"access opening.Install one3-Ed COMMON [� attached with the above requirements. TO BEAM JOIST NAIL 8x16 cast iron foundation vent for every 150 sq.ft.of area. NOTES A JOiST ON LEDGER PER TOE 7).Dampproof exterior of foundation with bituminous coating as per section P406 of DECK AND COVERED PORCH NOTES: TO BEAM 3-Ed COMMON JOiST NAIL n 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 THESE NOTES ARE ONLY TO BE REFERRED TO 1F MENTIONED IN SCHEDULE NOTES ONLY. 0 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 NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, .Drainage asResidential 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. 8 Tn CZ ) �r section R405 of N.Y.S.NP SILL OR TOP PLATE 2-\6d COMMO FOOT SEE NOTE:i V 1 `�- Girders on concrete piers shall be anchored with proper steel connectors anchored FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. 2).Tabulated 12 inch o.c nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. O � For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3).pasts supporting girders shall be anchored to a 12"x12'x12"thick concrete footing. JOiNT DESCRIPTION NAIL �NAIL Edition Wood Framing Construction Manual. QTY. SPACING 3).Tabulated 4 inch o.c,nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. O below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d 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 2).Unless otherwise noted,all framing and structural wood material to be+f2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WiND LOADS: aJ Douglas Fir. '4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHiNG: 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 NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FiELD 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL + otherwise. g % % JOINT DESCRIPTION � Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING 4'EDGE ZONE Ed COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTES:1,3(BOTH FIELDS) where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD B Unless otherwise noted.all bearing wall headers ll be(2)2x10 o2+BTR.Doug.Fir. 5d COOLERS INTERIOR ZONE Sd COMMON 6"O.0 Ed COMMON 12"O.C. SEE NOTE:3 Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.0.FIELD @ @ openings.LVL headers to have(3)jack studs and(2)full length studs on each side of 6).Concrete piers shall be a minimum 6"above grade. openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall openings between 4'1 and 6'0 and 2x6 wall openings between 5'l]and 8 9.Provide fire 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored WALL SHEATHING: NOTES NAIL , NAIL nd blocking where applicable. to girder(s). JOINT DESCRIPTION QW, ! SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL + AS PER TABLE 3.9 ] .For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall 5 .All Flush beams headers to be installed with he du alvinized han ers and Ed COMMOI ) % % eq 1 ) �Y h'% % PANELS WFCM-SBC Inchors where applicable to all connecting joists. PLUMBING NOTES be used. 7/16"OSB 6d COMMON 3"O.C.EDGE � 11,j 5).Double u 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 r 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 Z P 1 P I PP Y % G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. Q Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM Sd COOLERS 7" O.C.EDGE J } plans. WALLBOARD 10"O.C.FIELD .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. O 0 Z her access openings unless otherwise noted(typical). FLOOR SHEATHING: NOTE: Z ¢ z 3).If wall studs,plates or joists are cut out during installation for any plumbing related work. NAIL i NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY 2 0 provide adequate bracing and plates to protect and secure the structure.Vert with the 10WT DESCRIPTION �-� Dormers running up roof rafter are to be supported by double rafters on either side P � % P P Verify QTY. SPACING () � i ere applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. pP STRUCTURAL PANELS 6"O.C.EDGE HVAC SYSTEM NOTES 1'OR LESS Ed COMMo 12"O.C.FIELD 1 p � Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists ).PROVIDE 5/8'TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. r all bearing walls. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. �.., 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. requirements. Q Provide insulation baffles at eave vents between rafters.install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF W ned. Section/2602.8-FIREBLOCKING REQUIRED Ln 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. t` Firebiocking shall be provided to cut off all concealed draft openings(both verthorizontal)vertical and horital) equipment supplier. Lt') Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir and to form an effective fire barrier between stories,and between a top story and the roof space. N plywood.p you Plywood to cover over plates and headers. exterior sheathing grade I PI 1).Nailing requirements are based on wail sheathing 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 Fireblocking shall be provided in wood-frame construction in the following locations. Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantechoo1 d subfloor Contractor and owner for final review and approval, is nailed 3"on-center at the panel edge to obtain higher P shear capacities,nailing requirements for structural 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor eyed with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES' levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 members shall be doubled,or alternate connectors, P g ;prey•. �SUbflOOr as per manufacture's instructions. feet.Batts or blankets of mineral or glass fiber shall be allowed as frreblocking in walls constructed :W,! '� �.fty 1).All electrical to be installed as per N.Y.S.Residential Construction Code. such as shear plates,shall be used to maintain toad path. ++ yi Ll. using parallel rows of studs or staggered studs. 4f S , iI bathroom walls to have 1/2 thick moisturrresistantSheetrock.Gara a walls and ngs 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. 2).When wall sheathing Is continuous over connected bve regular 1/2"sheetrock.All walls to be taped and finished. members,the tabulated number of nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 1: ,Y., yx DRAWN: MH/MS 3).install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 to be reduced sol-16d nail per foot. drop ceilings and cove ceilings. k ,�' ny*' ' _ SCALE: 1/4"�1'-0" Ail roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or of N.Y.S.Residential Construction Code. 3JOB#: Iconcealed spaces between stair stringers at the toand bottom of the runEnclosed spaces n coeaepge p . p ! roved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM � tidown type material over. under stairs shall comply with Section R314.8,N.Y.S.Residential Code. + ; � f Match 11,2011 SHEET NUMBER: II silt plates and wood in contact with concrete to be pressure treated.Sill plates to 4).At openings around vents,pipes and ducts at ceiling and floor levet,to mist the free passage of (stalled with a foam sill gasket and co r-tex termite shield or roved equal. flame and products of combustion. % P- pP eq 5).For the fireblocking of chimneys and fireplaces,refer to Section 111001.16.N.Y.S.Residential Code. - 14 t = - .;. I I