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HomeMy WebLinkAbout37315-Z �Q TOWN OF SOUTHOLD BUILDING DEPARTMENT z ' TOWN CLERK'S OFFICE "oy . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37315 Date: 6/22/2012 Permission is hereby granted to: Mastro, Louis & Mastro, Elizabeth 25 Compass Ln Levittown, NY 11756.. . To: construct additions & alterations to an existing single family dwelling as applied for per ZBA# 6530 and Trustees permit At premises located at: 1595 Bayview Ave, Greenport SCTM #473889 Sec/Block/Lot# 52.-5-9 Pursuant to application dated 6/8/2012 and approved by the Building Inspector. To expire on 12/22/2013. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,245.20 CO -ADDITION TO DWELLING $50.00 Total: $1,295.20 Building Inspector FIELD IXSPE TON REPORT DATE COMMENTS FOUNDATION(IST) . 'w FOUNDATION(2ND) -AtV�l ROUGH FRAMING& y PLUMBING INSUL•ATION PER N.Y. H STATE ENERGY CODE I FINAL ADDITIONAL COMMENTS fo liCi rn Q . TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIS" BUILDING DEPARTMENT Do you have or need the following,before applying` TONY-N 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. /S' Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c G / Phone: 5r'�" 2�� (DO 1 'g Expiration ,20 C e t 1 E (� E Building Inspector ® l� L� PPLICATION FOR BUILDING PERMIT NOV - 9 2�'ll Date N'O q , 20(/ BLDG.DEPT. INSTRUCTIONS TOWN OF SOUTHOLD on be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval-of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, SUffollc County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and.to admit authorized inspectors on premises and in building fornecessary inspections. (Signature of applicant or name, if a corporation) LE IMOwfQ M ( ISb (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises LOU 1 S d, E L l-Lk E�C'Tyi N1 d4S1 c7 (As on the tax roll or latest deed) If applicant is a corporatign,,s'ignature of duly authorized officer (Name and title_ -af.corporaw officer) Builders License No: Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: I S qS L,'Aq U 16Vj {,U IF. S4uT�4;D House Number Street Hamlet County Tax Map No. 1000 Section Block 4J Lot q Subdivision iSO MM E r— N V C Filed Map No. I 113 ?) Lot 59 4 6 0 e, 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and'occupancy '_�51MGL E J�_K L_q b. Intended use and occupancy 51 m GLE F ELM I Lq 3. Nature of work(check which applicable): New Building Addition__ Alteration.A_ Repair Removal Demolition Other Work .(Description) ,1. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units i Number of dwelling units on each floor I If garage, number of cars — o — 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front '50. 1 L{ S 1 Rear 3©,,3 3 3 " Depth ` O I a S Height I`4, ® ` Number of Stories 0tyE' Dimensions of sametslrructure with alterations or additions: Front !' v -n Rear Depth 3 S r' Height 'a-7 1 fm 4, Number of Stories I Ila r r/. 1�1 1 8. Dimensions of entire new construction: Front l S i - Rear ri I DepthZ— Height -6 'I��I Number of Stories_ 1 I2. r 1 I 9. Size of lot: Front S 0 Rear 570 Depth—i 10. Date of Purchase S— 13- 0 Name of Former Owner H ELE�J THOH PS(00 1�1 11. Zone or use district in which premises are situated P —y 0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO--,—/Will excess fill be removed from premises? YES NO 14. Names of Owner of premises L,dE . MN S T P-0 Address ojS Ckn'\Oo.SS 6.k Phone No.SI6- ybS- 1SOO Name of Architect ZChci c a aO q Address k0 Odi �8 IM&SS*,1PNyLe No SIb Name of Contractor Address T Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES k/ NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? -1 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. C— LE V �'T 1 O IV tit�'-c'V C 10 , 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 O U 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 No.01 BU6186050 (S)He is the Qualified in Suffolk(ding (Contractor, Agent, Corporate Officer, etc.) Commission Expires April 14,2M')' 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. !�tbefore me this I - day of 20 l Notary Public Signature of Applicant a _.,���r-,' - -.•'V•' •i P✓:. 'jQi ii'ir ,� �.>, • Pr•'. _ .". `r.-:`�. �-`.y•.rr p. �IV1/ 11��n." -�-� �r "i`V� /•r "-r 11 I/%'" .. ;r1..-. /rr'r: - -.,'• �1� rr:. ..;V1 1 991//� y -_'• .-^hill � Z II,H.i• - h BOARD OF°5OUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK - PERMIT`NO. 7512 DATE: MARCH 23':2011 "•"� `k .. vllll ISSUED TO: LOLTIS & ELIABRTi MSISTRO. "1 �.: g PROPERTY ADDRESS: 1595 BAYVIEW AVENUE, SOUTHOLD SCTM#52-5-9 AUT�ZATION Pursuant to the provisions of Chapter 175 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 y: March 2'3 ,2011;and in considerahon�of apphcatibn fee in the sum of$250 00 paid by Louis&Elizabeth h 1•� Mastro and subject to the Terms and oiidxrions'as stated"tie Resolution;the'Southold Town Board:of rrl/ e Trustees authorizes and permits the following: sk Wetland Permit to demolish and reconstruct anew two-story single-family <y:gsss, dwelling, non-habitable attic, basement with outside stairs, and front and rear-decks; s with4he Condit ons'of a line of staked;Nty bales,with silt fencing is to be installed prior to construction; the dwelling will conform to Chapter 236 of the Town Code-Storm Water Runoff Management; a 15' wide non-turf buffer is installed'atrd'mamta%ried 4 } along the landward=edgeiof the;bulkhead,.and as;depicted on,the site plan prepared by Z f y Richard Boid�'Architeet -last dated�January%20: ;1,-and stamped.approved`on 1VIarch �IIII IN WITNESS WHEREOF,the said Board of Trustees hereby,causps its Corporate.Seal to be,affixed, and these presents to be subscribed by a majority of the said Board as of this date. � r•AI�II �` .:...t.' - .. Ili f UFFQ , ..r asp t'p r c t '{ i/Il1 111,Ri- _ 1.� 1 li �Al •-� '-;�I N.� �A1 T i�'" 'd r 11V1`r �'=•�A 14 1N11` '.`'A James F.King,President ��OF SO(/jyO Town Hall Annex Bob Ghosio,Jr.,Vice-President h0 l0 54375 Main Road P.O.Box 1179 Dave Bergen Southold, New York 11971-0959 John Bredemeyer G Michael J.Domino _ �� �� Telephone(631) 765-1892 IyCOU '� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD April 18, 2012 Mr. & Mrs. Louis Mastro 25 Compass Lane Levittown, NY 11756 RE: 1595 BAYVIEW AVE., SOUTHOLD SCTM952-5-9 Dear Mr. & Mrs. Mastro: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wed., April 18, 2012: WHEREAS, LOUIS & ELIZABETH MASTRO applied to the Southold Town Trustees for an Amendment to Wetland Permit#7512 under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated March 19, 2012, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the project complies with the standards set forth in Chapter 275 of the Southold Town Code, and, WHEREAS, the Board has determined that the project will not affect the health, safety and general welfare of the people of the town, and, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees has found the application to be Consistent with the Local Waterfront Revitalization Program, and, ESOLVED, that the Southold Town Board of Trustees APPROVES the Amendment to Wetland Permit#7512 to remove the entire roof, front porch, remove and reconstruct 7 r' 2 rear sunroom and move from the water by V-3/4", construct 312 sf. addition in front of the northeast side of the dwelling with new basement; and install a fence along the north and south property lines and along the front of the property, and as depicted on the plot plan prepared by Richard Boyd Architect last dated February 9, 2012 and survey prepared by Laurence M. Haynes, L.S. last dated February 17, 2010 and stamped approved on April 18, 2012. This is not a determination from any other agency. Sincerely, James g, PresiAnBoardJ$,�n Trustees JFK:lms New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 SUNY @ Stony Brook 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631)444-0403 • Fax: (631) 444-0360 �. Website: www,dec.ny.gov Alexander B.Grannis Commissioner LETTER OF NO JURISDICTION TIDAL WETLANDS ACT April 16, 2010 Louis and Elizabeth Mastro 25 Compass Lane Levittown, NY 11756 Re: DEC* 1-4738-03961/00001 1595 Bayview Avenue Southold, NY 11791 SCTM# 1000752-05-09 Dear Mr. and Ms. Mastro: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The portion of the referenced property which is located landward of a functional and substantial man-made structure (a concrete seawall) greater than 100' in length, constructed prior to 8/20177 as evidenced on Aerial Image Resources Photograph Exposure# 72-2021 and as shown on the survey revised by Laurence Michael Haynes on February 17, 2010, is beyond the jurisdiction of Article 25 (Tidal Wetlands). Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act . Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary,-as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your'-project. Such precautions may include maintaining adequate 'work area between the tidal wetland, jurisdictional boundary and your project (i.e. a 15' to 20'wide construction area) or erecting a temporary fence, barrier, or hay bale berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Laura J. Scovazzo Permit Administrator sla cc: MHP Steve Christiansen 4 years of stewardship 1970-010 FORM NO. 3 NOTICE OF DISAPPROVAL DATE: Nov. 23, 2011 TO: _ Louis &Elizabeth Mastro 25Compass Lane. Levittown, NY 11756 Please take notice that your application dated November 9, 2011 For permit for demolition & construction of a single family dwelling at Location of property: 1595 Bayview Ave., Greenport, NY County Tax Map No. 1000 - Section 52 Block 5 Lot 9 Is returned herewith and disapproved on the following grounds: The proposed demolition& construction, on this non-conforming 9,148 sq. ft. lot in the R-40 District, is not allowed pursuant to Article XXII, section 280-116 (B) which states "All building or structures located on lots upon which a bulkhead ...exists... shall be set back not less than 75 feet from the bulkhead." The site plan shows a setback of approximately 32' from the bulkhead. In addition, pursuant to Article XXIII, Section 280-124, non-confotming lots less than 20,000 square feet shall maintain a minimum side yard of 10' feet; the site plan shows 7.9' feet, and both side yards shall have a total of 25' feet; the site plan shows approximately 18.5 ` feet combined side yards and a rear yard of 35' feet; the site plan shows approximately 34' feet to the high water mark. uthorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: Me,Z.B.A. V S. ACTION OF THE ZONING BOARD 'OF APPEALS DATE'%uqust 30, 1962 i Appeal no. 495 Dated August 161 1962 ACTIU11; OF THE ZONING BOARD OF APPEALS OF TILE TOWN OF SOUTHOLD To Tielen F. Thompson RD #1, Box 47A, Colony Rd. & Bayview Avenue Appellant 3outliold, New York -- "- — Sulgener Haven at a mect.h;g of the Zoning Board of App::als on.August 30, 1962, Thursday the appeal was considered and the action indicated below wa, taken on your Request for variance due to Iack of access to property ( ) Request for a special exception under the Zoning U:ainance j x negaost for a variance to the Zoning Ordinance i. SPECIAL EXCEPTION. By resolution of the Board it was determined that a special exception ( ) be granted ( ) be denied pursuant to Article ..............................Section ........._..........._...... Subsection ._............_......_.... paragraph ............_...._....._ of the Zoning Ordinance, and the decision of the Building Inspector ( ) be reversed ( ) be confirmed because t t t 700 P.M. (E.D.S.T. ), upon application of Helen F. Thompson, Bayview Avenue, Southold, New York, for a variance in accordance with the :toning Ordinance, Article 111, Section 300, Subdivision 7, for permission to erect an accessory storage building in the front yard of her property. Location of property: Lots 59 and 60, in "Sumer haven", Southold, New York, bounded north by D. J. Bunger, east by Bayview Avenue, South by Sledjeskir and west by Arshamomaque Pond. •e • 2• VARIANCE:. By resolution of the Board it was detarrnined that (a) Strict application of the Ordinance (would;(would not) produce practical difficulties or unnec- essary hardship because SVE REVERSE (b) The hardship created (is) (is not) unique and (would) (would not) be shared by all properties alike in the immediate vicinity of this property an: in the saniz use district because SEE REVERSE (c) The variance (does) (does not) observe the spirit of the Ordinance and (would) (would not) change the character of the district because SEE REVERSF and therefore, it was further determined that the requested variance ( ) be granted ( ) be denied and that the previous decisions of the Building Inspector ( 1 be confirmed ( } be reversed. ZONING} BOARD OF APPEALS FORM ZB4 Juditii T. Boken, Secretary r (continued from front) i ' After investigation and inspection the Board finds that this variance application: in for permission to erect an accessory building the original application was for a shed type building 8 ft. by 12 ft. and amended tti, read 10 ft.by 16 ft. gar,ige - on the fro-tit yard section, of the property. These premises are waterfront area and all residences having waterfront are constructed near the water leaving a front yard from approximately 75 feet to 1400 feet. ' It is not possible to erect garages on the rear or waterfront yard. The residences immediately to the north have garages either ' on the road or a few feet back from the street property line. There are no neighborhood objections to a garage for t-tis Ii g property. The applicant proposes to erect a garage about 83 feet from the road and no lees than 8 feet from the north property line. The neighboring properties and the general neighborhood would nog be adversely affected and a garage at the site selected would be I� in harmony with the general purpose and intent of the zoning plan. I It was RESOLVED that Helen F. Thompson be granted permission to erect a garage 10 ft. by 16 ft. on her property on sayview Avenue, Summer Haven, Southold, 83 feet from the fiobt property line and no c loser than 6 feet to the north property line. Ii i 1 i i 1 i i i i i i BOARD MEMBERS *OF S y Southold Town Hall Leslie Kanes Weisman, Chairperson � Ol0 53095 Main Road•P.O. Box 1179 Southold,NY 11971-0959 James Diniziot Office Location: Gerard P. Goehringer G Town Annex/First Floor,Capital One Bank George Horning 'gyp �� 54375 Main Road(at Youngs Avenue) Ken Schneider .- l'YCOU01 Southold,NY 11971 EC E D http://southoldtown.northfork.net ZONING BOARD OF APPEALS PA2 �� F E B 1 5 2011 TOWN OF SOUTHOLD + 'Tel.(631)765-1809•Fax(631)765-9064 i2011 BLDG.DEPT. TOWN OF SOUTNOIb INGS,DELIBERATIONS AND DETERMINATI( l�j��� �� .��� " MEETING OF JANUARY 19,2011 - Wh Clerk ZBA FL 6417 NAME OF LICANT:Louis and Elizabeth Mastro SCTM#1000=52-5-9 PROPERTY LO kTION: 1595 Bayview Ave., (adj.to Arshamomque Harbor)Southold,NY. SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the.Type II category of the State's List of Actions, without further 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 October 20, 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 November 29, 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: Subject property is a non-conforming 9,148 sq. ft. lot in a R-40 zone, it is improved with a one story dwelling with attached room and an accessory detached garage. The property has 50.00 feet"of frontage. on Bayview Ave., 188.00 feet along the southeast property line, approximately 50.00 feet along Arshamomque Harbor and 184.00 feet along the northwest property line as shown on the survey prepared by Island Wide Land Surveyors, dated last update Feb. 17,2010. BASIS OF APPLICATION: Request for Variance from Code Sections 280-116(B) and 280-124, based on an application for building permit and the Building Inspector's June 14, 2010, amended September 8, 2010, Notice of Disapproval concerning proposed demolition and reconstruction of a new single family dwelling at; 1)less than the code required bulkhead setback of 75 feet, 2) less than the code required minimum side yard setback of 10 feet, 3) less than the code required total combined side yards of 25 feet, 4) less than the code required rear yard setback of 35 feet. i RELIEF REQUESTED: The applicant proposes to demolish the existing dwelling and construct a new dwelling requiring a 26 foot setback from the bulkhead where the code requires 75 feet, a side yard setback of 5.1 feet where the code requires 10 feet, a combined side yard of 15.5 feet where the code requires 25 feet and a rear yard setback of 30 feet where the code requires 35 feet. Page'2—January 19,2011 ZBA File#6417-Mastro CTM: 1000-52-5-9 AMENDED APPLICATION: During the hearing,the applicant was asked to bring the plan into more conformity with the code. The applicant on December 30, 2010 submitted a plan increasing the setback to 34 feet from the bulkhead, 10 foot side yard, 22 feet combined yards and a conforming rear yard setback, thereby bringing the plan into more conformity with the codes. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application September 23,2010,December 2,2010 and January 6,2011 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 §267-b(3)(b)(1). Grant of the alternative relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Locating a proposed new dwelling at a minimum of 40 feet from the bulkhead and restricting the width of the house to 28 feet excluding the steps and entry way to the basement located on the northwest side of the house, will make the positioning of the new structure more conforming to the code. The proposed new dwelling will replace an uninhabitable and neglected house with an attractive and safe home that will enhance the neighborhood. 2. 'Town Law 4267-b(3)(b)(2)- The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. Due to the narrow (50 feet) width of the subject property, an area of 25 feet is conforming with respect to the side yard setbacks. Additionally the lot is adjoining Ashamomque Harbor with an existing bulkhead. The code requires that the building be setback 75 feet from the bulkhead. However, the required placement of the sanitary system in the front yard limits the applicant to constructing a house no closer than 85 feet to the front yard. These restrictions will limit a new dwelling to 28 feet in length. Therefore, the Board finds that no reasonable building can be constructed on any part of the property without the need for substantial variances. 3. Town Law §267-b(3)(b)(3). The variance granted herein at 40 feet from the bulkhead is substantial when compared to the code requirement of 75 feet from the bulkhead, representing a 46.6% relief from the code. The variances granted herein with respect to the side yard setbacks, are not substantial as amended by the applicant to 10 ft (exclusive of exterior basement stairs) and 12 ft. These new setbacks eliminate the single side yard variance and create a proposed combined side yard setback of 22 feet where the code requires 25 feet. However, the resulting upgrading of the building and sanitary system will have a beneficial effect on the property. 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. A new sanitary system and standards that meet the Town's drainage code will be environmentally beneficial. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicants purchased the existing house in its uninhabitable condition. However, by seeking the variances the applicant is asking to create a livable home in a more conforming location on the property. 6. Town Law U67-b. .Grant of alternative relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new house 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 267-13, motion was offered by Member Dinizio, seconded by Member Weisman (Chairperson), and duly carried,to DENY as applied for, and GRANT ALTERNATIVE RELIEF as noted below: 1. The width of the house shall not exceed 28 feet, excluding proposed outside basement stairs. 2. The setback from the bulkhead shall be 40 feet to the dwelling including attached decks. Page 3-January 19,2011 ZBA File#6417-Mastro CTM: 1000-52-5-9 3. A minimum side yard setback of 10 feet. 4. A combined side yard of 22 feet. 5. The existing detached garage shall be moved to a conforming location or removed. Before applying for a building permit,the applicant or agent must submit to the Board of Appeals for approval and filing, two sets of the final architectural drawings conforming to the alternative relief granted herein.The ZBA will forward one set of approved,stamped drawings to the Building Department.Failure to follow this procedure may result in the delay or denial of a building permit,and may require a new application and public hearing before 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 violate the Zoning Code, other than such uses,setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes:Members Weisman(Chairperson),Dinizio, Schneider. (Absent was:Member Goehringer) (Member Horning by telephone;no voting right) This Resolution was duly adopted(3-0). Leslie Kanes Weisman, Chairperson Approved for filing / / /2011 i I I I. I i Richard Boyd Architect0 206 North Richmond Ave RECEIVED Massapequa,NY 11758 516-797-5080 March 2,2012 BOARD OF APPEALS Zoning Board of Appeals Town Hall Annex Building 54375 Route 25 P.O. Box 1179 ZBA FINAL MAP Southold,NY 11971 SEE DECISION # .3v Re: Louis&Elizabeth Mastro 1595 Bayview Ave Southold,NY 11756 Dear Zoning Board of Appeals, We are writing to you in regards to the property located at 1595 Bayview Ave in Southold,NY. The existing foundation will remain. The existing crawl space and partial cellar will remain. If required due to the proposed cellar and any additional loads,we will underpin and add additional footings under the existing foundation as required. The existing first floor deck will remain.All the exterior walls will remain.We will add to the existing walls to allow for a 9'-0"ceiling.New windows and doors will be installed as per the plans provided. A new 312 SF addition will be built in front of the north east corner (street side)of the house with a 232 SF cellar.The side walls will align with the existing house. The rear Sun Room will be moved further back from the water l'-0 3/4"as requested by the ZBA,so a new foundation with exterior walls will be required. A new front covered porch will be installed and will align with the existing exterior side walls. The entire roof will be removed and a new roof will be installed to incorporate the new addition. If you have any questions,please feel free to call. Si cerely Eo o R 04 chard Boyd,RA a `' L rfo BOARD MEMBERS �OF$O(/ry Southold Town Hall O Leslie Kanes Weisman,Chairperson 53095 Main Road•P.O.Box 1179 O !� Southold,NY 11971-0959 James Dinizio,Jr. Office Location: !i Gerard R Goehringer iQ Town Annex/First Floor,Capital One Bank George Horning 54375 Main Road(at Youngs Avenue) Ken Schneider rouNTY, 'v Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD �r Tel. (631) 765-1809 •Fax(631) 765-9064 D l� FINDINGS,DELIBERATIONS AND DETERMIN 2 } 20}2 MEETING OF MARCH 15,2012 MAR ZBA FIL, 6530 g�p�,DEPT. NAME O CANT: Louis and Elizabeth Mastro SCTM#1000-52-5-9. TpWN of SouTHolp PROPERTY LOCATION: 1595 Bayview Avenue, (adj. to Arshamomque Harbor) Southold,NY. SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further 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 December 9, 2011 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 January 3, 3012, 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: Subject property is a non-conforming 9,148 sq. ft. lot in a R-40 zone, it is improved with a one story dwelling with attached room and an accessory detached garage. The property has 50.00 feet of frontage on Bayview Ave., 188.00 feet along.the southeast property line, approximately 50.00 feet along Arshamomque Harbor and 184.00.feet along the northwest property line as shown on the survey prepared by Island Wide Land Surveyors, dated last update Feb. 17, 2010. BASIS OF APPLICATION: Request for Variances from Articles XXII and XXIII Code Sections 280-116(B) and 280-124,.based on an application for building permit and the Building Inspector's November 23, 2011 Notice of Disapproval concerning proposed demolition and construction of a new single family dwelling, at; 1) less than the code required bulkhead setback of 75 feet; 2) less than the code required minimum side yard setback of 10 feet, 3) less than the code required total combined side yards of 25 feet, 4) less than the code required rear yard setback of 3 5 feet. RELIEF REQUESTED: The applicant is proposing to partially demolish and reconstruct the existing single family one and a half story dwelling and is requesting relief of 32 feet from a bulkhead where 75 feet is required by code, a minimum side yard setback of 7.9 feet where the code requires 10 feet, combined side yard setback of 18.5 feet where the code requires 25 feet and a rear yard setback of 34 feet where the code requires 35 feet. f ' 2 of 3—March 15,2012 j,4A File#6530-Mastro ITM: 1000-52-5-9 ADDITIONAL INFORMATION: At the January 5, 2012 hearing the applicants were asked to provide the Board with certification that the existing foundation would support the proposed reconstruction. During the March 1, 2012 hearing the applicant's Architect testified that the existing foundation was suitable to support a proposed one and one half story alteration/renovation of the existing dwelling. On March 8, 2012 the Board received a letter dated March 2, 2012 along with an updated site plan from Richard D. Boyd, Architect, describing details of the proposed demolition and reconstruction including which parts of the existing structural elements and foundation will remain and how the foundation will be reinforced to accommodate any additional loads. The applicant's were granted a prior variance #6417 on 1/19/11 to totally demolish the existing dwelling and construct a new two story dwelling. However due to financial difficulties, the applicants stated that they are unable to proceed on the basis of the relief previously granted by the Board. AMENDED APPLICATION: During the hearing, the applicant was asked to bring the plan into more conformity with the code. On a site plan dated received by the Board March 8, 2012 and stamped by Richard D. Boyd, Architect, the applicant removed the proposed exterior basement steps in the westerly side yard while retaining the existing non-cong side yard setback of 7.11 feet, retained the existing non-conforming combined total side yard setback o 18.5 ., and reduced the depth of the proposed seaward sunroom to create a conforming rear yard setback and to create an increase in the proposed bulkhead setback from 32 feet to 32.11 '/a feet , thereby eliminating one variance and bringing the plan into greater conformity with the codes. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on January 5, 2012 and March 1, 2012, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(.b)(1). Grant of the amended requested relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The existing dwelling has been in existence for more than 40 years in its present location. The proposed new/renovated/reconstructed dwelling is modest in size; no new non-conformities are being proposed; and it will replace an uninhabitable and neglected house with an attractive and safe home that will enhance the neighborhood A few of the present existing homes in this neighborhood have been reconstructed requiring relief from the present zoning code. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than area variances. Due to the narrow(50 feet)width of the subject property, the existing non-conforming combined side yards of 18.5 feet is typical in the immediate area which consists of approximately eleven other fifty foot wide non-conforming lots that were subdivided prior to Zoning of the Town. A conforming bulkhead setback cannot be achieved because of the current location of the existing non-conforming dwelling which the applicant proposes to partially retain and reconstruct in place. A conforming rear yard setback can be achieved and is being proposed in the amended site plan. 3. Town Law §267-b(3)(b)(3). The variances granted herein are substantial. based upon present code requirements. The combined non-conforming side yards represent a 32% reduction in code requirements, the bulkhead setback represents a 44% reduction of present code requirements. However, the existing dwelling is in place and because the applicant proposes to retain the crawl space foundation and most of the exterior walls of the existing dwelling; they cannot create a conforming total side yard and bulkhead setback. No increase in non- conformity is being proposed since the applicant will reconstruct within the existing footprint. 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 runoff will be contained on site. 5. Town Law§267-b(3)(b)(5). The difficulty is self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. rl ,,,,Z'3 of 3—March 15,2012 03A File#6530-Mastro ` CTM: 1000-52-5-9 6. Town Law 4267-b. Grant of amended relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of the reconstruction of the existing home 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 Goehringer, seconded by Member Schneider, and duly carried, to GRANT, the variances as amended, and shown on the site plan dated received by the Board of Appeals on March 8, 2012 and the letter dated March 2, 2012 also dated received by the Board of Appeals on March 8, 2012, both signed and sealed by Richard D. Boyd Architect. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code,other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes:Members Weisman(Chairperson), Goehringer,Schneider,,Dinizio, Horning. This Resolution was duly adopted(5-0). Leslie Kanes Weisman, Chairperson Approved for filing 3 /qp /2012 i Town of Southold Erosion, Sedimentation & Storm-Water Run-off ISCOPE ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M.I► THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A � STORM-WATER,GRADING,DRAINAGE AND EROSIQNC NTROL PLAN ' onek�1e c- -�- CERTIFIED BY A DESIGN PROFESSIO AL IN THE STATE OF NEW YORKOFWORK - PROPOSED CONSMUCHON rrEM# / WORKASSESSMENT yes No a. What Is the Total Area of the Project Parcels? Will this (Wude Total Area of an Parcels located within Project Retain Ali Sion-Wafer Run-Off the Scope of Work for Proposed Construction) Generated by a Two M Inch Rainfall on Site? b. What is the Total Area of Land Clew (Ibis ItemWill include all ftln-off created by site g Clearing and/or Construction activiUes.as well as all — and/or Ground Disturbance for the proposed Site Improvements and the permanent motion of construction activity? • (sF l Aces) impervious surfaces.) PROVIDE BRIEF PROJECT DESCRIPTION (tee AdeB"Pas«m 2 Does the Site Plan and/or Surrey Show All Proposed "�edJ Drainage Structures Indicating Size&Location?This Item-Shall include all Proposed Grade Changes and • E- 5 N(Z' s I NA I S-��r u 'flirt Q 1 k► in c� Slopes Controlling Surface Water Flow. 3 Does the Site Plan and/or Survey describe the erosion E.N LK?_G E t' I y n oo t°. 1AI t T H L77 T(14 and sediment control practices that will be used to I control site erosion and storm water discharges. This 'EE-40 Q}Qj __ A S 1,6�1 E Ilic S-1i\ ((��� item must be maintained throughout the Entire El _ _ _ Construction Period. C. t✓®V G t✓ ty t fi`'{ 4 Will this Project Require any Land Filling,Grading or C O M L i2 E DF Poo SHE iK t�h Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards _ 101 ,01b (Cx(S r i tU Q of Material within any Parcel? 5 Will this Application Require Land Disturbing Activities U POS t K P-L P L f C-Gz 0 IZ lk"t, CN Encompassing an Area in Excess of Five Thousand t✓ _ (5,000 S.F.)Square Feet of Ground Surface? - s �' ( � I-WE Sum K o:>r''i s Is there a Natural Water Course Running through the Site? is this Project within the Trustees jurisdiction General DEC SWPPP Requirements. or within One Hundred 000')feet of a Weiland or- — f Submission of a SWPPP is required for all Construction activities kwolving so0 Beach? disturbances of one(1)or more acres; including disturbances of less than one acre that 7' Will there be Site preparation on Existing Grade Slopes 1 are part of o larger common plan that will ultimately disturb one s more acres a land; which Exceed Fifteen(15)feet of Vertical Rise to - including CemsWction activities involving sob disturbances of less Than one(1)acre where One Hundred 100')- !. the DEC has determined that a SPDES permit is required for stormwater discharges. ( O f Horizontal Distance?(SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 Will'Ddveways,Parking Areas or other Impervious for Storm water bischarges from Construction activity-Permit No.GP•04o4o1.) Surfaces be Sloped to Direct Storm-Water Run-Off 1.The SWPPP shall be prepared prior to the submittal of the NOS.The NOI Shan be into and/or in the direction of a Town right-of-way? submitted to the Department prior to th commencement Ofcottsbvclion activity. 2.The SWPPP shag describe the erosion and sediment control practices and where 9 Will this Project Require the Placement ofMaterial, / required,post-construction storm water management practices that will be used and/or Removal of Vegetation-and/or the.Construction of any constructed to reduce the Pollutants In storm water discharges and to assure Item Within the Town Right o�Way or Road Shoulder compliance with the terms and conditions of this permit.In addition.the SWPPP shall Area?(rots hem wTow Inerude t-o Right-of-Way R )dentily.potential Sources of pollution which may reasonably be expected to affect the O*,eway' ) quality of storm water discharges- NOTE: If Any Answer to Questions.orie through(Nine Is Answered with a Check Mark 3.All SWPPPs that require the Post-construction storm water management practice in a Box and the construction site dtshpbance is between 4000•SF.&I Acre in area, comporrent Shall be prepared by a qualified Design Professional Licensed in New York 'Storm-Water.Grading,Drainage S Erosion Control Plan is Required by the Town of f that is knowledgeable in the principles and practices of Storrs Water Management Southold and Must be submitted for Review Prior to Issuance of Any Building Penner. (NOTE A Cherie Made(4)andor Answer far each Question is Required for a Compete AppOwtion) STATE OF NEW CORK, C" Notary Public,State of New York COUNTY OF -? ..........SS No.Ot BU61>3605t) Qualffied in Suffolk County 1fiat I,..EL f 2_ d�t'��T"t-1 M ✓ '50- Co mf sinrt EX%es p�ril 1 , j����- .. .. .................... ......................being duly swom,deposes and says t�iati s e Is e a can or�Pint (Name of krrfivtdual signing Documenrt And that he/she is the ........................y::» ;,,,,, (Owner Contractor.Asenf.Corporate Officer,eta) Owner and/or representative of the 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 herewith. J Sworn to before me this; ........... .:............................day of20.11 Notary Public: ._.' .`^'10....-!—�.. .............. c�t(/( (Signature of Applicant) FORM - 06/10 TOWN OF SOUTHOLD PdOPERTY RECORD CARD OWNER STREET VILLAGE DISTRICT SUB. LOT *,r! q 4 �9112—a"el '&vepi FO EA OWNER N E ACREAGE • A 1 1 Tt-' ,dam g 1+t1 TYPE OF BUILDII�IG r i RES. SEAS. VL. FARM COMM, IND.' CB: I MISC. I Est. Mkt. Value LAND IMP. TOTAL. DATE REMARKS A u�4 ��' O 2513177 ';e-6, - — AGE BUILDING CONDITION '?> U t 4-� NEWNORMAL BELOW ABOVE FRONTAGE ON WATER Farm Acre Value Per Acre Value FRONTAGE ON ROAD d d Tillable I BULKHEAD Tillable 2 DOCK ` 1 Tillable. - 3 Woodland Swampland Brushland ." �•• House Plat Total •+ i I I i I LL I I ! 11 k I I . I 1 I Ir E I A I 4 fr M. Bldg. � �_ �� 'r:-, I j Foundation j 4 Bath / I Extension 3�a t 1 6 �pern I P' r 7 Floors , q t `t Extension _ I1. Ex , Walls I Interior Finish :- Extenslan ` Fire Place j Heat Parch j. / a Rcof Type i �� } t 4 - Porch Rooms 1st Floor { I . Breezeway l ! I Patio k Rooms 2nd Floor Garage I i Driveway ` Dormer: O. B. 1 . !(v = !� ✓ ,i�d I fit? E ~! l F0 S0 �o pry Town Hall Annex . J ( • O Telephone(631)765-1802 5 Bain Road utgPO. rogenrlchertcAxAnsoho 5.ny.us Southold,NY 11971-0959 BURDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Ze�6�r/� Jr � Date: _3110111 Company Name: K0, 2 z,;, L �c , Name: License No.: 33 Address: Phone No.: . �7 3 JOBSITE INFORMATION: (*Indicates required information) *Name: 1'2- zf-A S o *Address: / .5 �7.5 I.T., zL-,_✓ z6 *Cross Street: *Phone No.: Permit No.: Tax-Map.District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Prin//t Clearly) ��L f v0 Ay119 7 /lam. 7/- (Please Circle All That Apply) *Is job ready for inspection: ES NO Rough In Final *Do-you nepd a Temp Certificate: NO Temp Information(If } *Service Size: 1 Phase 313hase 100 150 200 300 350 . 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Add' 'en rmation: PAYMENT DUE WITH APPLICATION 1� c S as 82 s orinspectio Form I PA 117 Doctors Pain Long Island Power Authority Riverhead. NY i 1 June 30, 2011 Elizabeth Mastro 25 Compass Lane Levittown,NY 11756 RE: Ref. #T101234496 1595 Bayview Av., Southold Dear Ms. Mastro: This letter is to advise you that the electric service to the above referenced premises were removed. There was no gas to the building. If you have any questions, please contact Ken Mucci at (631)548-7234. Very truly yours, B'AAAIIZ� Debra Gilmartin Work Coordinator OH/UG Lines DG/md 5Z p ECE WE JUL 6 2011 BLDG.DEPT. TOWN OF SOUTHOLD._ . ..........___. E C E JUN 1 8 2012 --- BLDG.DEPT.------ TOWN OF SOUTHOLD TL-I L/ j5_L�> iyfrt a Cj Ajo t-i - -- __p C-4-5 SURVEY NO. 05-7967 DIST: l 000 SECTION: 52 BLOCK: 5 TAX LOT: 9 MAP OF PROPERTY TITLE NO. AL-9/ 7/4 ELEVATIONS REFER TO SUFFOLK COUNTY DATUM SITUATE AT5OUTt / O L D THE OFF5ET5 OR DIMENSIONS SHOWN HEREON. FROM THE PROPERTY LINES TO THE 5TRUCTURES. ARE FOR A SPECIFIC PURPOSE AND USE: THEREFORE THEY ARE NOT INTENDED TO TOWN OF 50UTHOLD MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES. ADDITIONAL STRUCTURES SUFFOLK COUNTY, N. Y. OR ANY OTHER IMPROVEMENT o�Rojo LOT NUMBERS: hF,�r'v�,9Ti \S' o N 0/-- co, UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY 15 A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. o GP COPIES OF THIS SURVEY MAP NOT BEARING THE LAND +1 LLJSURVEYOR'S INKED SEAL OR EM1305SED SEAL SHALL NOT /1 BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES OR CERTIFICATIONS INDICATED HEREON Q _ _ O SHALL RUN ONLY TO THE PERSON FOR WHOM THE 84. 00' N N Gy 2 0�O'OO" L o ` SURVEY 15 PREPARED,AND ON HIS BEHALF TO THE TITLE g O^/� ZCOMPANY,GOVERNMENTAL AGENCY AND LENDING IN- PILED MAP [� �O w � + / 5TITUTION LISTED HEREON,AND TO THE A551GNEE5 OF O V THE LENDING INSTITUTION. GUARANTEES OR CERTIFI- L ) s �ae2 •4a �[ // ` //4 / // :S I I z CATIONS ARE NOT TRANSFERABLE TO ADDITIONAL IN- t w a 2 CHIM. / 9 OIL S 82-7- z / 2 W3 / 2 O 16'-3° 3uZ FRAME iv STITUTIONSORSUBSEQUENTOWNERS. t>J t J a Z ID'- " • \ U Q� GUARANTEED TO :- h }o �IUZ° unz APAGE o 82'-113n O O p 000 0 0�i w 4 o L0015 * ELIZABETH MA5TRO ~J o N 11J, 16`2 ^• F`a/ `' _ O Q v COMMONWEALTH LAND TITLE INS. Co. 3L /'/-a _ 2f I- — — + ( 2 3 loy \� `14�— �� (Y� AME'RICAN LAND SERVICES J 6'-O' 0 0 0 3 O oyF.FL.EL=12.61 /595 yH Dail ' 'SPHALT''� (� p A 203 0 O mO [ /pss mm o _�` \p 0 :r:D R(V E W A'Y.;' o "J a� p. W o f�o o, 1 w SURVEYED :MAY 16, 2008 + SURVEY UPDATE W/ELEEVATION5.- Z F E N C E 43 � d00000000o0o0 FEBRUARY 17, 20/Q Z cn 0 6 ONUMENT +I+1 +I + FOUND o HEDGE ROW I O' REAR TOPO LINE REVISION °o 0 0 0 5 52°,30'00" VV 0 l 55. 00` _+I MAY'10, 2O/'o Q - = FILED MAP �u U- a z a 3 3 _ lu <r pkil 1-rAND WIDE LAND SURVEYORS r s �;_,PROFESSIONAL LAND*CITY SURVEYORS cn. ,1 9 LAFAYETTE DRJVE, SY055ET, N.Y. 1 1791 -8GG-808-5800 FAX: 5 1 G-49G-1752 5 O r `t y 4t ,' ' RECORD5 OF WALTER I.BROWN,GUSTAVE A.ROULLIER 1 Cam. Cj . \s. ti c•�y�r �_ ^. �ROBERT A.HAYNES WIDE DRAFTED BY B. G. MAY 19, 2008 ISSUED - REVISED � II MARCH 2O10.- 56-bH5 26 MAY 2010 - 5CDH5 REVI5ED PER COMMENT5 D15TRICT 1000,SECTION 52,BLOCK 5,LOT q U AREA 5URROUNDING SEPTIC TANK MOUND AND U ( O LEACHING POOL MOUND TO BE BAGKFILLED 4� W AND REGRADED.SEE LEACHING POOL AND SEPTIC TANK DETAILS FOR FINISHED GRADE SING E A I �`' 7 z ELEVATIONS L FAMILY RESIDENTIAL v C? (� 7 Lu ADJACENT PROPERTY:SINOLE FAMILY �'' 0 ul, ® a (5)8' x 3'-0"LEAGHIN6 POOLS vz �,� Q ® p2, Lu NE RESIDENCE WITH PUBLIC WATER N �oH� + cc3 �'� �'_ �-" (L' � Iu s- EXISTING SEPTIC SYSTEM TO BE PROPERLY SUPPLYAND SEPTIC TANK/LEACHING co ork/FA rjON r, t-r J "6 � €9? ABANDONED.VERIFY LOCATION IN FIELD POOL SEPTIC SYSTEM SY�Sion FryF ' Lij i 1000 GALLON SEPTIC TANK I \ � j` < 5090 FUTURE uri - EXPANSION POOLS o _ S03 z w ((� TWEL=8.24' Lij '� Lu @ I1I1 IN II BWEL=4.14' N 52'50'Oo" E Ib4.00' wp w 9 ..1 4 m ELEV= ELEV= Ev w c-) �a. U0 tlf ELEV= ELEV= O Iu �� w, 11.22' 1151, i �' ::�11510 10.81' pO >• F- C uj InOL Cl, E.P 6 a e m E.P. � tn c21 A. � v 2 STORY FRAME a'o N MINN w> \ o 0 w' DWELLING MIN ' J I� J V w Kl ELEV=12.61' TEST 4=_ _ tv w BOR1N� - - - °o : OWNER -�- Q o ELEV= ELEV ELEV= ASPHALT DRIVE m < w$ Mr . and Mrs . MASTRO v 10.56' TWEL=8.28' 5 52° 50'00"W — — ISa.00' ELEV= I�✓�f r✓- E3A r \/I ElN AVE BWEL=4.03' 4"DIAMETER CRO55 OVER PIPE AS SHOWN. 1p,7q' SOUTHOL.I�, NY I I q�I SEE DETAILS PROPOSED HATER 5ERVIGE TITLE ALL ADJACENT PARCELS WITHIN 150 FEET ARE IMPROVED 51N6LE FAMILY RESIDENCES. NO SUPPLY WELLS WITHIN 150 FEET. ALL PUBLIC,WATER CONNECTIONS. H IC,E QENOVaTION NITH GEGONE) GTOR� SINGLE FAMILY RESIDENTIAL I I 4l./ '` I` Y r` 11 1 1 11 J I`1 J l I`I ADJACENT PROPERTY:5INOLE FAMILY R I GHARD 501'D - A G h I t e G t RESIDENCE WITH PUBLIC WATER AND SEPTIC TANK/LEACHIN6 FOOL SEPTIC SYSTEM DESIGNERS - PLANNER5 - HOME IN5PECTOR5 ' I I POOL S PLOT PLAN I "_�O' No 206 HMOND AVE NORTH MA55APEQUA, NY 1175,5 SITE: INFORMATION 05TAINED FROM SURVEY PREPARED BY LOT AREA 9,300 SQUARE: FEET (0.21 ACRES) T,y (SI6) q -5080 1 SLAND V�41 17)E LAND SUR\/EYOiRS - F=EE3 1-7, 201 O SITE PLAN PREPARED BY: RICHARD 130YO ARCHITECT-(51(o)Jc7-5080 - 206 RICHMOND AVENUE,MA55APEQUA,N.Y. 1175e, 5 Pp, Q Rcy 50ALE. A6 NOTED PRIMIN6 RECEIVED V4 . a DATE: 26 MAY 2010 MAY 2 8 2010 ��. ` ?^826�0 0`� DRAWN BY: SG SUFF.CO. HEALTH SERVICES T JOB#: oq-,I6 =ir 0 F h l REScheck Software Version 4.4.3 Compliance Certificate Project Title: MASTRO RESIDENCE Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Glazing Area Percentage: 12% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor. 1598 BAYVIEW AVE SOUTHOLD,NY Compliance: Compliance:0.7%Better Than Code Maximum UA:144 Your UA:143 The%Better or Worse Than Code index reflects how close to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross • Assembly Area or R-Value R-Value or Door Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 960 30.0 0.0 34 Ceiling 2:Cathedral Ceiling 252 30.0 0.0 9 Wall 1:Wood Frame,16"o.c. 754 13.0 0.0 53 Window 1:Wood Frame:Double Pane with Low-E 47 0.320 15 Door 1:Glass 40 0.300 12 Door 2:Solid 21 0.300 6 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 314 21.0 0.0 14 Compliance Statement: The proposed building design described here is c sisten ith t e buildi g plans,specifications,and other calculations submitted With the permit application.The proposed building as bee desig ed to at the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.3 and to co ly wit a man atory quirements listed in the REScheck Inspection Checklist. arne-Tie Sig ature Date ED At C7r �p;RO O /J, O � 02011v �FOF NEB Project Title:MASTRO RESIDENCE Report date:05/17/12 Data filename:C:\Drawings\MASTRO-Leigh\ONE STORY 8-19-11\MASTRO.rck Page 1 of 1 � Iw O A N O 1=f201�T YA1ZI� SBT BAGIGS O EXISTING FRONT YARD SET BACK - 97'-3 4/2' O CONCRETE BLOCK NAL PROPOSED FRONT YARD SET BACK = 87'-7" lOI � 51�E= YAK-2i� S�'.T B,4CIGS p m EXISTING SIDE YARD SET BACK = 7'-11" o F p W p I N PROPOSED E E SID YARD ST BACK-- 7'-14' N I � z tn EXISTING SIDE YARD SET BACK - 10'-6 3/4' 1 w O g X I Z PROPOSED SIDE YARD SET BACK=40'-T(TO ROOFED OVER PORCH M w n w 1 REAR YARD SET BACK TO HIGH WATER LINE EXISTING REAR YARD SET BACK = 35'-O" �10'DIA y I PROPOSED REAR YARD SET BACK -36'-0 3/4' Mix REAR YARD SET BACK TO CONCRETE BLOCK WALL EXISTING REAR YARD SET BACK - 34'-40 1/2' 1 i o PROPOSED REAR YARD SET BACK - 32'-41 4/4" NEW LEECHING POOL -PV EXISTING 14' P SOLID COVER. (2) POOL (Q 3'HIGH-10 FOOT RING.FROP05ED SAND$GRAVEL AT PERIMETER \$ I REMOVED ONE 1'-0 5/4" AND BE10W DRAINAGE RING. Y OF SAND/GRVL.BELON RING. 1 11'-II° OFF OF THE REAR SIDE I E 15T1 OF THE EX15TINO EXI5TING ONE STORY 5TRUCTURE 1 D\\WITH NEW ROOF \\\I933' PROP05ED 2.95' \\ . EXI5TIN ��y�I�D ONE (1) I ;�4B3' ADDITION I STORY EXISTING q iv �r I ® EXISTING ONE STORY 352'M 15.85 - DWELLING TO 6E REMOVED EXISTING ONE STORY DWELLING WITH NEW ROOF 30.14'10 D f ``�� 10' IA 1 COVERED PROP05ED ONE(I)STORY PORCH ADDITION I O.I'T' I .I RELOCATED SARAGE/BHED I p a s — IG W 3'-0" 0 w 10 - - - -� z Q I � 6 IXN 5 57 50, Coll E 50.00, ; i �Cl 0� Ol ry �0 BA1'VI Elul AVENUE �''� �. J p OQ' 2 0 � U -� �-- PROPOSED PLOT PLAN 51TE-INFORMATION-OBTAINED -FROM SURVEY-PREEPAREiD-BY - 15LAND WIDE LAND 5URVEYOR5 PROFESSIONAL LAND CITY 5URVEYOR5-MAY 10,2010 RECEIVED EXISTING 542 SQUARE FOOT PROPOSED 512 SQUARE FOOT MAR 0 3 2012 MR- EE Mlzs MAsTIZO BOARD OFAPPEA 1595 BAYVIEW AVE SOUTHOLD, ICY ZBA FINAL MAP �� SEE DECISION -3D 1 BU I LD I NO DEPARTMENT NOTES " " >_ - 0 - 6E15MIG 6UI9JI!GT TO PAMA61r PROM WINfif=1� It-It f`' it h'l.paq AlIRI`P-AINa , C I R SNOW DATA WIND DATA DESIGN GAT. DESIGN UNDERLAYMENT HAZARDS INDEX TEMP. REQUIRED 0ft/ n . 1111 D 11 -./ \_ R _� nS , k.- D N ._'_� C:�_ P__�4 120 MPH G WEATHERING - 5EVERE II SUFFOLK WITHIN 2'-O" OF NONE RIVERHEAD - 510 MiLAS 0 GROUND 5NOW EAVES LOAD 20 TERRAIN EXP05URE B FRO5T DEPTH - 3b" �L F- 0 -595 D Q QV7""�9 SGUT7=7 0 D NI TERMITE - MOD TO HEAVY DYVH7I 'r�_q9 W qIT rn__�q 'W Y( iTl'\'\�)_.TM'r� SNOW EXPOSURE WIND BORNE DEBRIS B AREA DECAY - SLIGHT TO MOD I I z: <f 1,0 PARTIALLY EX130JED ROOF I i I I I I I GONSTRUGTI ON NOTES THIS PROJECT CONFORMS TO THE 2010 RESIDENTIAL CODE OF THE STATE OF NEW YORK 5EE DETAIL 5HEET5 FOR NAILING 50HEDULE5 AND STRAPPING DETAIL5 0 to CONFORMS TO THE 2010 RESIDENTIAL CODE OF THE STATE OF NEW YORK ' II � DUCTS IN UNCONDITIONED SPACES MUST BE INSULATED TO R-5 I.JL_.0 GENERAL 5T*IRWAY ILLUMINATION PER R303b FINISHE5 ALL- INTERIOR AND EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH A MEANS TO ILLUMINATE THE ALL HOSE BIBB LOCATIONS SHALL BE AS INSTRUCTED BY OWNER (JI// THE CONTRACTOR SHALL COMPLY WIITH ALL CONSTRUCTION DOCUMENTS.CONTRACTOR SHALL BE AS SELECTED BY OWNER 5T^IR5,IN0LUDING THE LANDINGS AND TREADS, INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN PROPERLY CERTIFIED AND LIGENSEp FOR THIS PROJECT. ARITIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF EACH LANDING OF THE STAIRWAY. FOR GLOTHFS DRYERS EXH 1 - T SHALL COMPLY WITH SECTION RMI OI DO NOT SCALE DRAWINGS. FOLLOW DIMEN51ON5 AS SHOWN ON DRAWINGS. INSULATION INTERIOR STAIRS THE ARTIFICIAL LIGHT SOURCES SHALL BE CAPABLE OF ILLUMINATING TREADS AND / A D,ON THE DRAWINGS AND THESE NOTES, PROVIDE FIBERGLASS INSULATION PLUS VAPOR BARRIER IN WALLS,CEILINGS, FLOORS AND WHERE NOTED LAMPING5 TO LEVELS NOT LESS THAN I FOOT-CANDLES_(11 LUX) MEASURED AT THE CENTER OF TREADS AND DRYER EXHAUST SYSTEMS SHALL BE INDEPENDENTy OF ALL OTHER SYSTEMS,SHALL CONVEY' THE MOISTURE () !ll--XXN--- + : SCOPE OF THIS WORK 15 INDIG TE ON DRAWINGS INC IR LUDING CEILING BETWEEN 6AA6E AND HOUSE. FOLLOW MANUFACTURER'S INSTRUCTIONS LAMDIN99; "TERIOR 95TAIIgAAY9 5HAL-6 BE PROVIDEDWITH AN ARTIFICIAL 16HT SOURCE LOCrt4TED IN THE TD THE OUTDOORS AND SHALL TERMINATE ON THE OUTSIDE OF THE BUILDING. EXHAUST DUCT TERMINATIONS rr4p 1TI0A9 1TPM IAHAk� , OBTAIN AMP PAY AI,k rig"' , PFP.M1tp; Pr-rool" P014 UTIf-IT1100 fAMA11110fE� F-elf� THP FOR (aI+�0Pi#M vrp' IMMIEDIATE VICINITY OF THE TOP LANDING OF THE STAIRWAY. EXTERIOR rJ'TAIRWAYS PROVIDING ACCESS TO f�HALL �E IN ACCIORD.A,NGE WITH THE PI�l1`Ek MANUFACIFUR.ER16 INEaTAL A-ION INSTRL1li�IONS. 6'Ia�EN6 w PROJECT EXCEPT FOR THE BUILDING PERMIT. DOORS AND WINDOWS A E,3A5EMENT FROM THE OUT51PE GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE SHALL NOT BE CONNECTED AT THE DUCT TERMINATION. EXHAUST DUCTS SHALL BE EQUIPPED WITH A WORK SHALL CONFORM TO ALL RULES AND REGULATIONS OF APPROPRIATE AGENCIES HAVING LOCATED IN THE IMMEDIATE VICINITY OF THE BOTTOM LANDING OF THE STAIRWAY. BAGKDRAFT DAMPER. FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE DRYER TO THE EXHAUST DUCT DOORS AND WINDOWS SHALL BE COMPLETE AND SHALL INCLUDE FRAMES,TRIMS, EXTENSION JAMBS,SILLS, SYSTEM SHALL BE LIMITED TO SINGLE LENGTHS NOT TO EXCEED 8 FEET IN LENGTH. MAX LENGTH OF A JURISDICTION STOOLS,CASINGS,SCREENS, HARDWARE,ETC EXCEPTIONS: GLOTHE5 DRYER SHALL NOT EXCEED 25 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS FROM THE JOB SITE AND LEAVE THE FACILITY IN WINDOWS AND EXTERIOR DOORS SHALL BE ADEQUATELY FLASHED AT HEADS AND PROPERLY CAULKED I.AN ARTIFICIAL LIGHT SOURCE IS NOT REQUIRED AT THE TOP AND BOTTOM LANDING, PROVIDED AN TERMINATION. W. A BROOM GLEAN CONDITION. ALL GLA55 SHALL BE THOROUGHLY GLEANED AT THE COMPLETION OF AND WEATHERSTRIPPED. ALL GLAZING SHALL BE LOW-E, DOUBLE-PANED. ALL WINDOWS TO BE ANDER50N ARTIFICIAL LIGHT SOURCE 15 LOCATED DIRECTLY OVER EACH STAIRWAY SECTION. <4 �('�, CONSTRUCTION. ANY PAINT 5PEG5 AND OR CONSTRUCTION MARKS SHALL BE REMOVED FROM ALL FINISHED 2.OWNER-OCCUPIED ONE-FAMILY DWELLING5 NOT SUPPLIED WITH ELECTRICAL POWER IN ACCORDANCE DESIGN NOTE5: \B ll SURFACES I OR EQUAL WITH SECTION RE3301.5. THIS BUILDING IS LOCATED IN A I10 M1PH WIND ZONE AND IS DESIGNED IN ACCORDANCE WITH THE 2010 ONLY IN WIND BORNE DEBRIS AREA-5EE CHART ABOVE: L IG6HT ACTIVATION PER R303b.1 ENERGY NOTES Lo RESIDENTIAL GODS C NEW YORK STATE AND THE WOOD FRAME CONSTRUCTION MANUEL-WFGM 2001 FURNISH AND PLACE IN THE STORAGE ROOM,PAINTED WOOD STRUCTURAL PANELS,-7/16" MIN THE CONTROL FOR ACTIVATION OF THE REQUIRED INTERIOR STAIRWAY LIGHTING SHALL BE ACCESSIBLE AT I.WOOD FRAMED FLOORS,WALLS AND CEILINGS SHALL HAVE AN APPROVED VAPOR BARRIER(F'ERMEANGE THICKNESS WITH A MAXIMUM SPAN OF 8 FT. FOR ALL GLAZED OPENINGS AT ALL WINDOWS. PANELS THE_TOP AND BOTTOM OF EACH STAIRWAY WITHOUT TRAVERSING ANY STEPS. THE ILLUMINATION OF RATING OF I.O PERM) INSTALLED ON THE "WARM IN WINTER" SIDE OF THERMAL INSULATION. Lo EDITION 2, WINDOWS AND SLIDING DOORS SHALL HAVE A MAX.AIR INFILTRATION RATING R TE GFM PER SQUARE Lo SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH 2-I/2' #6 SCREWS, I6" O. G. FOR SPANS < 4 EXTfERIOR STAIRWAYS SHALL BE CONTROLLED FROM INSIDE THE DWELLING UNIT. SITE WORK: CLEAR AND GRUB GONS'TRUGTION AREA OF ALL ORGANIC MATERIAL AND FILL WITH GLEAN FT, 12' O.G. FOR SPANS < b FT.,AND q" O.G. FOR SPANS < & FT. AT ALL WINDOWS. FOOT OF WINDOW AREA. SWINGING DOORS SHALL HAVE A MAX. AIR INFILTRATION RATE OF 0.5 GFM PER <4 I I SAND TO ELEVATION OF BOTTOM OF SLAB.SURFACE MATERIAL MAY BE USED FOR FILL OF LANDSCAPED EXCEPTIONS: SQUARE FOOT C DOOR AREA. AREAS OF THE SITE. FILL BROUGHT TO THIS SITE SHALL BE NON CONTAMINATED SOIL. 1. LIGHTS THAT ARE CONTINUOUSLY ILLUMINATED OR AUTOMATICALLY CONTROLLED. 3. ALL FIREPLACES HALL SE PROVIDED WITH A DAMPER FOR OUTSIDE COMBUSTION AIR 1 FIREPLACES GFM. ALL FIRE STOPPING 2.OWNER-OPERATED ONE-FAMILY DWELLINGS NOT SUPPLIED WITH ELECTRICAL POWER IN FLUES SHALL HAVE TIGHT SEATED DAMPER WITH A MAX. AIR LEAKAGE OF 20 GFM. ALL FIREPLACES PROVIDE FIRE STOPPING AS PER THE 2010 RE5IDENTIAL CODE OF NEW YORK STATE. FIRE STOP 2.OWNER-OPERATED ACCORDANCE WITH SECTION RE3301.5 SHALL HAVE TIGHT- FITTING NON-COMBUSTIBLE DOORS. CONCRETE CONGEALED SPACES WITHIN WALL,CEILING, PARTITION, FLOOR, STAIR,ATTIC OR CORNICE CONSTRUCTION 4. THE GONTRAGTOR SHALL SUBMIT THE DESIGN, 51ZE AND TYPE OF MECHANICAL SYSTEMS HHICH WILL BE 0 ALL FOUNDATION WALLS AND FOOTIM65 SHALL BE CAST ON 50LID APPROVED BEARING SOIL, SEE CHART AND AROUND CHIMNEY,PIPE AND DUCT OPENINGS IN SUCH CONSTRUCTION,SHALL BE FIRESTOPPED OR 5T,AIR TREADS AND RISERS PER R311.5.3 USED, IN SUFFICIENT DETAIL,AS REQUIRED BY THE BUILDING DEPARTMENT. d) WITH A MINIMUM DEPTH OF 3'-O" BEL<OW GRADE. SOIL SHALL BE UNDISTURBED VIRGIN 501L FILLED WITH NON COMBUSTIBLE MATERIAL TO PREVENT THE PASSAGE OF FLAME,SMOKE,FUMES AND HOT RISiER HEIGHT PER R311.5.3.1 - THE MAXIMUM R15ER HEIGHT SHALL BE 8 1/4 INCHES(20CIMM). THE RISER 5.ALL THERMOSTATS SHALL BE ADJUSTABLE FROM 55 DEGREES TO 85 DEGREES FAHRENHIEIT. ( 1 Q GASES. FIRE STOPPING OR FILL SHALL BE NONFLAMMABLE MATERIAL WHICH CAN SHAPED, FITTED AND b.ALL DUCTS AND PIPE SHALL BE INSULATED AS REQUIRED BY CODE. \J11) ALL FOUNDATION WALLS AND FTGS K�HALL BE POURED CONCRETE PERMANENTLY SECURED IN POSITION. FIRE STOP CONGEALED VERTICAL SPACES IN WALLS AND SHFAI..L BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST 7, HVAG CONTRACTOR SHALL VERIFY HEAT L055 CALCULATIONS. R15iE'R HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH 1 UNLESS SHOWN OTHERWISE,GONGREITE SLABS SHALL BE 4" THICK,SET ON 4' THICK GRAVEL BED, WITH PARTITIONS SHALL BE BE FIRESTOPPED AT EACH FLOOR LEVEL AND AT THE CEILING OF THE UPPERMOST r (q.5i MM) b" X b", 10/10 WELDED WIRE MESH REINFORCING. STORY,50 THAT SUCH SPACES WILL NOT BE CONTINUOUS FOR MORE THAN ONE STORY OR COMMUNICATE I- � WITH CONGEALED HORIZONTAL SPACES IN THE FLOOR OR ROOF G0145TRUGTION.SPACE BETWEEN FLOOR SAFETY GLA55 REQUIREMENTS PER R308.4 - JOISTS WITH GEILING5 ATTACHED DIRECTLY TO THE JOISTS SHALL BE FIRE5TOPPED FOR THE FULL DEPTH TREEAD DEPTH PER R311.5.3.2 - THE MINIMUM TREAD DEPTH SHALL BE q INCHES(22q MM). THE TREAD DEPTH _� THIS PROJECT HAS 2,000 PSF ILOAD BEARING PRESSURE OF THE J015T5 AT ALL POINTS OF SUPPORT,UNDER SUPPORTED WALL5 AND PARTITIONS HAVING A 5H/AL.L BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF SAFETY GLA55 REQUIRED AT THE FOLLOWING LOCATIONS: I N REQUIRED FIRE- RESISTANCE RATING THE ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD I. ANY GLAZING IN ANY DOOR TYPE (� TABLE R40)1.4.1 DEIPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH m.5 MM). 2. GLAZINS IN ANY WALLS ENCLOSING A SHOWER, TUB, SAUNA OR STEAM ROOM.' 0 U1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALSA FIRE STOP CONGEALED SPACES WITH WOOD FRAMED WALLS AND PARTITIONS AT EACH FLOOR LEVEL WIMIDER TREADS SHALL HAVE A MINIMUM TREAD DEPTH OF 10 INCHES (254 MM) MEASURED AS ABOVE AT A 3. ANY WINDOWS WITHIN 24" OF A DOOR.* 1: AND AT THE GEILING LINE OF THE TOP STORY.WHERE FIRE STOPS ARE NOT AUTO- MATIGALLY PROVIDED POIINT 12 INCHES (305 MM) FROM THE 51DE WHERE THE TREADS ARE NARROWER. WINDER TREADS SHALL 4. ANY INDIVIDUAL PANE OF GLA55 WITH AN AREA GREATER THAN q.0 50. FT.WHERE THE BOTTOM 15 LOAD-BEARING PRESSURE BY THE FRAMING SYSTEM USED,USE CLOSELY FITTED WOOD BLOCKS SAME WIDTH AS FRAMING MEMBERS HAVE A MINIMUM TREAD DEPTH OF 6 INCHES(152 MM) AT ANY POINT.WITHIN ANY FLIGHT OF STAIRS, THE LE55 THAN 15" ABOVE THE ADJACENT FINISH FLOOR WITHIN 36" OF THE WINDOW. � GREEATE5T WINDER TREAD DEPTH AT THE 12 INCH (305 MM) WALK LINE SHALL NOT EXCEED THE SMALLEST 5. 6LAZIP:3 IN WALLS OF SPAS, HOT TUBS OR INDOOR POOLS WITHIN 5'-O" OF THE WATEIR.* z GLA55 OF MATERIAL (POUND5 PER SQUARE FOOT) MISCELLANEOUS BY' MORE THAN 3/8 INCH M.5 MM). b. GLAZING IN STAIRWAYS AND LANDINGS WITHIN 3'-O" HORIZONTALLY OF A KALKING 5bURFACE! 4 Q CRYSTALLINE BEDROCK 12,000 PROVIDE GUTTERS AND LEADERS AND GRADE 501L TO DRAIN AWAY FROM HOUSE. PROVIDE DRYWELL5 AS SEDIMENTARY AND FOLIATED ROGk: 4,000 PER LOCAL TOWN CODES. COLOR AS SELECTED BY OWNER I IrHT1Nr OUTLETS ADDITIONAL LOCATIONS SECTION E38033 * THE REQUIREMENT DOES NOT APPLY IF THE BOTTOM EDGE OF THE GLA55 IS MORE THAN b10' ABOVE THE 0 IN KITCHENS,PROVIDE A PROPERLY-SIZED EXHAUST FAN,D15GHARGING TO THE OUTDOORS. AT'LEAST ONE WALL-5WITCH-CONTROLLED LIGHTING OUTLET SHALL BE INSTALLED TO PROVIDE FLOOR. a SANDY GRAVEL AND OR GRAVEL 5,000 IN BATHROOMS,PROVIDE A MEDICINE CABINET AS SELECTED BY OWNER. ILLLUMINATION ON THE EXTERIOR SIDE OF EACH OUTDOOR EGRE55 DOOR HAVING GRADE LEVEL ACCESS, (� Q (OH AND GP) Mr,:LUDING OUTDOOR EGRESS DOORS FOR ATTACHED GARAGES AND DETACHED GARAGE5 WITH ELEGTRIG ASPHALT ROOF _HINGLE NOTES u 0 PROVIDE 5/8" FIRE CODE GYPSUM BOARD ON CEILING, B ABOVE HEATING UNITS AND WALLS. PODWF_R. SAND,SILTY SAND,CLAYEY SAND, ASPHALT ROOF SHINGLES SHALL HAVE SELF-SEALING STRIPS OR SHALL BE INTERLOCKING AND SHALL Q SILTY GRAVEL AND CLAYEY GRAVIEL 2,000 THE OWNER AND CONTRACTOR HAVE THE RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE CODES, LAWS, LAI;NOINGS FOR 5TAIRWAY5 PER R311.5.4 COMPLY WITH THE REQUIREMENTS OF ASTM D-225 OR D-3462 O � (5W,5P,5M,5G,GM,GG) RULES AND REGULATIONS IN THE CONSTRUCTION OF THIS PROJECT AND TO VERIFY ALL DIMENSIONS, THEERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH STAIRWAY. MATERIALS AND THE LOAD-BEARING CAPACITY OF THE SOIL PRIOR TO START OF WORK. ALSO,VERIFY ALL FASTENERS FOR ASPHALT ROOF SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS,ALUMINUM,OR CLAY,SANDY CLAY,SILTY CLAY, EX(GEPTION, A FLOOR OR LANDING 15 NOT REQUIRED AT THE TOP OF AN INTERIOR FLIGHT OF STAIRS, 1,500 B ALL CONDITIONS FOR WORKABILITY. THE ARCHITECT WILL NOT ENGAGED IN THE SUPERVISION OR COPPER ROOFING NAILS. FASTENERS SHALL BE MINIMUM 12 GAGE SHANKED WITH A MINIMUM 3/8" PIA.CLAYEY SILT,SILT AND SANDY SIL1T PRLOVDDED A DOOR DOES NOT SWING OVER THE STAIRS. (GL,ML,MH AND CH) INSPECTION OF THIS PROJECT DURING CONSTRUCTION. THE CONTRACTOR SHALL COMPLY WITH THE Q CONTENTS OF THE SPEGIFIGATIONS FOR THESE DRAWINGS A FFLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE GREATER THAN 12 FEET (3658 MM) BETWEEN HEAD,AND OF SUFFICIENT LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND THE SHEATHING. FLOOR LEVELS OR LANDINGS. Q FOR 51: I POUND PER SQUARE FOOT = 0.047q KN/M' THEE WIDTH OF EACH LANDING SHALL NOT BE LESS THAN THE STAIRWAY SERVED. EVERY LANDING SHALL ASPHALT ROOF SHINGLES SHALL HAVE THE MIMIMUM NUMBER OF FASTENERS AS REQUIRED BY THE z R313 SMOKE ALARMS AND CARBON MONOXIDE ALARMS HA\VE A MINIMUM DIMENSION OF 36 INCHES(ql4 MM) MEASURED IN THE DIRECTION OF TRAVEL. MANUFACTURER. Q 0 A.WHEN 501L TESTS ARE REQUIRED BY SECTION R401.4, THE ALLOWABLE BEARING CAPACITIES OF THE R313.1 SMOKE DETECTION AND NOTIFICATION, ALL SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH HANNDRAIL5 PER R311.5.6 FOR NORMAL APPLICATIONS,ASPHALT ROOF SHINGLES SHALL BE SECURED TO THE ROOF WITH NO LESS Ll- V N'I 501L SHALL BE PART OF THE RECOMENDATION5 UL#21'7 AND INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THI5 CODE AND THE HOL15EHOLP FIRE u WARNING EQUIPMENT PROVISIONS OF NFPA 72. HOUSEHOLD FIRE ALARM SYSTEMS INSTALLED IN HAMPRAIL5 SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH GONTINUa6 RUN OF TREADS OR FLIGHT THAN FOUR (4) FASTENERS PER STRIP SHINGLE OR TWO (2) FASTENERS PER INDIVIDUAL SHINGLE. B. WHERE IN PLACE SOILS WITH AN ALLOWABLE BEARING CAPACITY OF LE55 THAN 1500 PSF ARE LIKELY AGGORDANGE WITH NFPA 72 THAT INCLUDE SMOKE ALARMS,OR A COMBINATION OF SMOKE DETECTOR HMH FOUR OR MORE RISERS. ASPHALT STRIP E•HINGLE5 SHALL HAVE A MINIMUM OF 51X (6) FASTENERS PER 5HINGLE WHERE THE EAVE IS TO BE PRESENT AT THE SITE, THE ALLOWABLE BEARING CAPACITY SHALL BE DETERMINED BY A 501L5 AND AUDIBLE NOTIFIGATION DEVICE INSTALLED AS REQUIRED BY THIS SECTION FOR SMOKE ALARMS, INVESTIGATION SHALL BE PERMITTED. THE HOUSEHOLD FIRE ALARM SYSTEM SHALL PROVIDE THE SAME LEVEL OF SMOKE 20 FEET OR HIGHF_R ABOVE GRADE OR WHERE THE BASE WIND SPEED IS 120 MPH OR GREATER. I Y DETECTION AND ALARM A5 REQUIRED BY THIS SECTION FOR SMOKE ALARMS IN THE EVENT THE FIRE EH IIGHT PER R311.5.6.1 - HANDRAIL HEIGHT,MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING ALARM PANEL IS REMOVED E THE SYSTEM 5 NOT CONNECTED K A CENTRAL STATION. THEE TREAD NOSING,OR FINISH SURFACE OF RAMP SLOPE,SHALL BE NOT LE55 THAN 34 INCHES(864 MM) MISGEI 1•ANEOL6 CONSTRUCTION NOTES ( l 0 TABLE R402.2 R313.1.1 LOCATION. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: AMID NOT MORE THAN 38 INCHES (q65 MM). V Z MINIMUM 5PEGIFIED COMPRESSIVE STRENGTH CONCRETE I. IN EACH SLEEPING ROOM ALL CFICATI ,' rORK SHALL CONFORM TO REQUIREMENTS AND RECOMMENDATIONS OF AGI- ,Ot4FO 10 0 ,2. OUTSIDE EACH SEPERATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. GD)NTINUITY PER R311.5.6.2 - HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF "SPEGIFIGATiO�'S?••UK STRUCTURAL CONCRETE FOR BUILDINGS" REINFORCING STEEL SHALL CONFORM TO (�I � A THEE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RI5ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE ASTM A-615 iRAIJE 60 MINIMUM SPECIFIED COMPRESSIVE STRENGTH (F'G) •3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS BUT NOT INCLUDING CRAWL TYPE OR LOCATIONS OF LO>WLST RISER OF THE FLIGHT. HANDRAIL ENDS 5HALL BE RETURNED OR 5HALL TERMINATE IN NEWEL P05T5 CONCRETE CONSTRUCTION NEGLIOIE MODERATE SEVERE SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT OR; SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL 5HALL HAVE A SPACE OF NOT LE55 THAN 1 1/2 r; AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER ALL STEEL WOt" � SMALL CONFORM TO THE REQUIREMENTS OF THE A15G "SPECIFICATIONS FOR DESIGN, BASEMENT HAS,FOUNDATIONS AIND OTHER 2,500 2,500 2,500G , "' LEVEL SHALL 50RFIGE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS LE55 THAN IN<_-H(36 MM) BETWEEN THE HALL AND THE HANDRAILS. FABRICATION A.i I.-I FR.EGTION OF 5TRUCTURAL STEEL FOR BUILDINGS". 5TEEL 5HALL GONFOIRM TO A5TM CONCRETE NOT EXP05ED TO THE WEEATHER ONE FULL STORY BELOW THE UPPER LEVEL. A-572(GRADE EYc AND A-501 WHEN MORE THAN ONE SMOKE ALARM 15 REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT BASEMENT 5LA135 AND INTERIOR 51LA55 ON C THE ALARM DEVICES SHALL BE INTERGONNE-GTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM I. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL P05T AT THE TURN. ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL NEC AND UNDERWRITERS LABORATORY � ED GRADE, EXCEPT GARAGE FLOOR 55LABS 2500 2,500 2500 WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. 2. THE USE OF A VOLUTE,TURNOUT,STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED OVER REQUIREMENTS. ®�� I} ' WAI:LLS D EXCEPTION, INTERCONNECTION 15 NOT REQUIRED WHERE SMOKE ALARMS ARE PERMITTED TO BE BATTERY THE LOWEST TREAD. .B BASEMENT WALLS,FOUNDATION2�00 3;000D 3000 PRE-FABRIGAT D FIREPLACES AND FLUES SHALL BE UL APPROVED. EXTERIOR WALLS AND OTHER VERTTIGAL OPERATED IN ACCORDANCE WITH SECTION R313.1.2 � Q�` 0 'R313.1.2 POWER SOURCE, IN NEW CONSTRUCTION, THE REQUIRED SMOKE ALARMS SHALL RECEIVE THEIR CONCRETE WORK EXPOSED TO THE- WEATHER OWARDS PER SECTION R312 PORCHES,CARPORT SLABS AND STEPS PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 15 SERVED FROM A COMMERCIAL SOURCE INSTALL SMOKE OUIRE TORS AND CARBON MONOXIDE DETECTORS IN AGGORDANGE WITH ALL STATE AND , I 2,500 3000DE 3,500D� OR AN ON-SITE ELECTRICAL POWER SYSTEM,AND WHEN PRIMARY POWER 15 INTERRUPTED, SHALL REGEIVE LOCAL CODE P.`c�I11REMENTS. EXPOSED TO THE WEATHER AND GiARAGE POWER FROM A BATTERY. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER GUARDS REQUIRED PER R312,1 y Y FLOOR 5LAB5 THAN THOSE REQUIRED FOR OVERGURRENT PROTECTION. SMOKE ALARMS SHALL BE PERMITTED TO BE PORCHES,BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30 INCHES HEIGHT. HT. ABOVE THE THE OWNER SHALL ARRANGE FOR SUPERVISION OF THE CONSTRUCTION WORK TO INSURE GOIMPLIANGE WITH BATTERY OPERATED WHEN INSTALLED IN BUILDINGS WITHOUT COMMERCIAL POWER OR AN ON-51TE FLcOC>R OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36 INCHES (ql4 MM) IN HEIGHT. OPEN SIDES THE CONTRACT DOCUMENTS. FOR 51: I POUND PER SQUARE INCH := b.8g5 KPA ELECTRICAL POWER SYSTEM OR IN BUILDINGS THAT UNDERGO REPAIR,ALTERATION,CHANGE OF OF: E�TAIR5 WITH A TOTAL RISE OF MORE THAN 30 INCHES f 162 MM) ABOVE THE FLOOR OR GRADE BELOW -v � 020'1� SHAALL HAVE GUARDS NOT LE55 THAN 34 INCHES(864 MM) IN HEIGHT MEASURED VERTICALLY FROM THE OCCUPANCY,ADDITION OR RELOCATION IN ACCORDANCE WITH APPENDIX J. NOOSING OF THE TREADS MECHANICAL PER. M1703 Q� ���y A. AT 2b DAYS P51 R313 2 SMOKE ALARMS AND CARBON MONOXIDE ALARMS IN EXISTING DWELLINGS, EXISTING DWELLING .S 5/8" TYPE 'X'GYPSUM BOARD AT WALLS d GEILING OF UTILITY. PROVIDE 3/4 HR. FIRE RATED DOOR. B.SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL UNDERGOING REPAIR,ALTERATION,CHANGE OF OGGUPANGY,ADDITION OR RELOCATION SHALL BE PO)RGHES AND DECKS WHICH ARE ENCLOSED WITH INSECT SCREENING SHALL BE PROVIDED WITH GUARDS G. CONCRETE IN THESE LOCATIONS ITHAT MAY BE SUBJECT TO FREEZING AND THAWING DURING PROVIDED WITH SMOKE ALARMS AND CARBON MONOXIDE ALARMS AS REQUIRED BY APPENDIX J. WHHER:E THE WALKING SURFACE 15 LOCATED MORE THAN 30 INCHES(762 MM) ABOVE THE FLOOR OR GRADE I PROVIDE FRESH AIR FOR MEGH. TWO OPENINGS -ONE WITHIN 12"OF CEILING 4 ONE WITHIN 12?" OF FLOOR. CONSTRUCTION SHALL BE AIR-ENTR/AINED CONCRETE IN ACCORDANCE WITH FOOTNOTED R313 3 COMBINATION SMOKE AND CARBON MONOXIDE ALARMS COMBINATION SMOKE AND CARBON BELLOW. EA.OPNG. TO HA,/E I" 50. INCH PER 2,000 BTU/H OF TOTAL INPUT OF ALL APPLIANCES IN SF-AGE.UPPER D. CONCRETE SHALL BE AIR ENTRAMIED. TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE) MONOXIDE ALARMS ARE PERMITTED,PROVIDED THE ALARM 15 LISTED FOR SUCH USE. COMBINATION SMOKE OPENING DUCT TO BE LEVEL OR VERTICAL. SHALL NOT BE LESS THAN 5 PERCEMT OR MORE THAN 7 PERCENT AND CARE30N MONOXIDE ALARMS SHALL HAVE DISTINCTLY DIFFERENT ALARM 51GNAL5 FOR SMOKE OR GUAAR_D OPENING LIMITATIONS PER R312.2 E.SEE SECTION R402.2 FOR MINIMUPM CEMENT CONTENT CARBON MONOXIDE ALARM ACTIVATION. REEOUIRED GUARD5 ON OPEN 51DE5 OF STAIRWAYS, RAISED FLOOR AREAS,BALCONIES AND PORCHES MECHANICAL ELEGTRIGAL PER M1305.1.3.1 R313.4 CARBON MONOXIDE ALARMS. THIS SECTION COVERS THE APPLICATION, INSTALLATION AND 5HA,',LL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES WHICH DO NOT ALLOW PASSAGE OF A A LIGHTING FIXTURE CONTROLLED BY A 5WITGH LOCATED AT THE REQUIRED PASSAGEWAY OPENING AND TABLE 3.2� PERFORMANCE OF CARBON MONOXIDE ALARMS AND CARBON MONOXIDE DETECTORS,AND THEIR 5PPHERE 4 INCHES(102 MM) OR MORE IN DIAMETER. A REGEPTICAL OUTLET SHALL BE PROVIDED AT OR NEAR THE APPLIANCE LOCATION IN ACCORDANCE m COMPONENTS, IN ONE- AND TWO-FAMILY DWELLIN05 AND MULTIPLE SINGLE-FAMILY DWELLIN65 WITH CHAPTER 33. THREE SECOND GUST WIND SPEESD(MPH) 440 420 (TOWNHOUSES). EXGCEPTIONS: BOTTOM PLATE O FOUNDATION[ 4234 R313.4.1 GENERAL.CARBON MONOXIDE ALARMS (OR WHERE PERMITTED,CARBON MONOXIDE DETECTORS) I. THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF A GUARD AT THE LIGHTING IN STORAGE OR EQUIPMENT SPACES PER E38034 ANCHOR FOUNDATION SUPPORTING MAXIMUM ANCHOR BOLT SPACING ON)' ' ' SHALL BE INSTALLED,OPERATED AND MAINTAINED IN ACCORDANCE WITH THE PROV1510N5 OF THI5 OPEN SIDE OF A STAIRWAY ARE PERMITTED TO BE OF SUCH A 51ZE THAT A SPHERE 6 INCHES (152 MM) IN ATTICS,UNDER-FLOOR SPACES,UTILITY ROOMS AND BASEMENTS, AT LEAST ONE LIGHTING OUTLET BOLT CONNECTION RESISITING SECTION,OR IN ACCORDANCE WITH THE PROVISIONS OF NFPA 720. CANNOT PASS THROUGH. SHALL BE INSTALLED WHERE THESE SPACES ARE USED FOR STORAGE OR CONTAIN EQUIPMENT REQUIRING LATERIAL AND SHEAR LOADS 4/2'ANCHOR BOLTS EXCEPTION: CARBON MONOXIDE ALARMS AND OR CARBON MONOXIDE DETEGTORS SHALL NOT BE 2.OPENINGS FOR REQUIRED GUARDS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOW A SPHERE 4 SERVICING.5UGH LIGHTING OUTLET SHALL BE CONTROLLED BY A WALL SWITCH OR 5HALL HAVE AN REQUIRED IN A BUILDING OR STRUCTURE THAT CONTAINS NO CARBON MONOXIDE SOURCE. 3/8 INCHES(107 MM) TO PA55 THROUGH. INTEGRAL 5WITGH. AT LEAST ONE POINT OF CONTROL SHALL BE AT THE USUAL POINT OF ENTRY TO THESE 4-3 STORIES 30' 1 R313.4.2 REQUIRED LOCATIONS. CARBON MONOXIDE ALARMS SHALL BE PROVIDED IN THE FOLLOWING SPACES. THE LIGHTING OUTLET SHALL BE PROVIDED AT OR NEAR THE EQUIPMENT REQUIRING SERVICING. 0) 5/8'ANCHOR BOLTS LOCATIONS: I. WITHIN EACH DWELLING UNIT ON EAGH 5TORY GONTAINING A SLEEPING AREA, WITHIN 15 FEET 46' OF THE SLEEPING AREA. MORE THAN ONE CARBON MONOXIDE ALARM SHALL BE PROVIDE WHERE ROOF VENTILATION PER VENTILATION 506.2 4-3 STORIES ELEEGTRIGAL NOTES: THE TOTAL NET FREE VENTILATION AREA SHALL NOT BE LE55 THAN 1 TO 150 OF THE AREA OF THE SPACE NEGE55ARY TO A55URE THAT NO SLEEPING AREA ON A STORY 15 MORE THAN 15 FEET AWAY FROM A THEE SCOPE OF THE ELECTRICAL WORK ENCOMPASSES An OPERATING ELECTRICAL SYSTEM A5 INDICATED VENTILATED EXCEPT THAT THE TOTAL AREA IS PERMITTED TO BE REDUCED TO I TO 300, PROVIDED AT i PRESCRIPTIVE LIMITS ARE BASED C)N ASSUMPTIONS IN TABLE A-3.2 CARBON MONOXIDE ALARM. 2. ON ANY STORY OF A DWELLING UNIT THAT CONTAINS A CARE30N MONOXIDE ON4 THE DRAWINGS AND NOTED HEREIN. IT IS NOT THE INTENT OF THESE DRAWINGS TO SHOW EVERY MINOR LEAST 50 PERCENT AND NOT MORE THAN 80 PERCENT OF THE REQUIRED VENTILATING AREA 15 PROVIDED 2 WHEN ANCHOR BOLTS ARE USED Tc0 RESIST UPLIFT,LATERAL AND SHEAR LOADS THE MAXIMUM ANCHOR SOURCE. DE`_TAIL OF CONSTRUCTION. IT 15 THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO SECURE AND BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET D-/ BOLT SPACING SHALL NOT EXCEE17 THE LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS EXCEPTIONS: WHERE COVERAGE AT A LOCATION 15 REQUIRED BY MORE THAN ONE PROVISION OF THI5 PA\Y FOR ALL REQUIRED ELECTRICAL PERMITS AND PROVIDE ALL NECESSARY LABOR, MATERIAL AND AND (g14MM) ABOVE SAVE OR CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED (TABLE A-3.2C)OF LATERAL AND SHHEAR LOADS(TABLE A-3.2B).FOR OTHER ANCHOR BOLT LIMITATIONS SECTION, PROVIDING ONE CARBON MONOXIDE ALARM AT SUCH LOCATION SHALL BE DEEMED TO 5ATI5FY EQWIPMENT TO CONFORM TO THE INTENT OF THE SCOPE OF WORK, THE ELECTRICAL INSTALLATION 5HALL BY EAVE OR CORNICE VENTS.AS AN ALTERNATE;, THE NET FREE GRO55-VENTILATION AREA MAY BE w SEE SECTIONS 3.2 AND 3.2.2.3 ALL SUCH PROV1510N5. COMPLY WITH ALL RULES,AND REGULATIONS OF THE NATIONAL ELEGTRIG CODE (NEC),LOCAL BUILDING REDUCED TO I TO 300 WHEN A VAPOR BARRIER HAVING A TRANSM15SION RATE NOT EXCEEDING I PERM a TABULATED ANCHOR BOLT SPAC1ncGS FOR LATERAL AND SHEAR LOADS ASSUME WALLS ARE SHEATHED IN 2, IN LIEU OF A CARBON MONOXIDE ALARM, A CARBON MONOXIDE DETECTOR MAY BE PROVIDED AT ANY ACCORDANCE WITH SECTION 3.4.4.2..FOR OTHER WALL SHEATHING TYPES THE TABULATED ANCHOR BOLT CODE AND THE REGULATIONS OF THE PUBLIC UTILITY COMPANY FURNISHING PRIMARY SERVICE. (57.4 MG/5-M2-PA) 15 INSTALLED ON THE WARM SIDE OF CEILING. SPACINGS SHALL BE MULTIPLIED BY THE APPROPRIATE SHEATHING TYPE ADJUSTMENT FACTOR IN TABLE 3.47D, LOCATION WHERE COVERAGE 15 REQUIRED, PROVIDED THAT SUCH CARBON MONOXIDE DETECTOR 15 PART BUT IN NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED WON CENTER OF A SYSTEM THAT CAUSES AN ALARM TO 50UND AT SUCH LOCATION WHEN CARBON MONOXIDE 15 ALLL MATERIALS, EQUIPMENT,DEVICES,ETC. UTILIZED IN THE WORK,SHALL BE UNDERWRITERS LABORATORY t FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 400 MPH, WITH A TABULATED LATERAL VALUE FROM DETECTED AT SUCH LOCATION. (UL) LISTED AND SHALL BEAR THE UL LABEL. MECHANICAL APPLIANCES IN ATTICS PER MI305.1.3 TABLE A-3.5 GREATER THAN 262 PL.F,LATERAL CONNECTIONS SHALL BE DETERMINED USING THE LOADS R313.4.3. POWER SOURCE. CARBON MONOXIDE ALARMS,CARBON MONOXIDE DETECTORS,AND THE ALARM ATTICS CONTAINING APPLIANCES REQUIRING ACCESS SHALL BE PROVIDED WITH AN OPENING AND A FROM TABLE A-3.5 CONTROL UNITS TO WHICH CARBON MONOXIDE DETECTORS ARE CONNECTED SHALL RECEIVE THEIR HEiATING AND VENTILATING SYSTEM SHALL BE DESIGNED BY A MECHANICAL ENGINEER CLEAR AND UNOb5TRUGTED PASSAGEWAY LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST 0 PRIMARY POWER FROM THE BUILDING WIRING,AND SHALL BE EQUIPPED WITH A BATTERY BACKUP SYSTEM APPLIANCE,BUT NOT LESS THAN 30 INCHES HIGH AND 22 INCHES WIDE AND NOT MORE THAN 20 FEET IN THAT AUTOMATICALLY PROVIDES POWER FOR ONE OR MORE BATTERIES WHEN PRIMARY POWER 15 p IMBING SYSTEM NOTES: LENGTH WHEN MEASURED ALONG THE CENTERLINE OF THE PASSAGEWAY FROM THE OPENING TO THE WOOD FRAMING INTERRUPTED. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE APPLIANCE. THE PASSAGEWAY SHALL HAVE CONTINUOUS SOLID FLOORING IN ACCORDANCE .WITH CHAPTER ALL JOISTS, BEAM5,RAFTERS AND OTHER LUMBER,SHALL BE CONSTRUCTION GRADE # 2, DOUG-FIR-LARCH, REQUIRED FOR OVER CURRENT PROTECTION. THE SCOPE OF THE PLUMBING WORK ENCOMPASSES an OPERATING PLUMBING SYSTEM CONSISTING OF 5 NOT LE55 THAN 24 INCHES WIDE. A LEVEL SERVICE SPACE AT LEAST 30 INCHES DEEP AND 30 INCHES 3i +� FB=875 P.5.1.,OR APPROVED EQUAL-, EXCEPT WHERE 5PEGIFIED OTHERWISE. PROVIDE STRUCTURAL EXCETION5= I. CARBON MONOXIDE ALARMS AND CARBON MONOXIDE DETECTORS INSTALLED IN A BUILDING PRAINAGE, WASTE AND VENT PIPING, HOT AND GOLD WATER DISTRIBUTION SYSTEM,AND PLUMBING FIXTURES WIDE SHALL BE PRESENT ALONG ALL SIDES OF THE APPLIANCE WHERE ACCESS 15 REQUIRED. THE CLEAR n V t 'BlN, 0 DIAGONAL BRACING AT EXTERIOR WALL CORNERS and WALL STUDS SHALL EXTEND THE FULL HEIGHT. OR STRUCTURE WITHOUT ELECTRICAL POWER SOURCE SHALL BE BATTERY OPERATED. COMPLETE WITH TRIM AND TRAPS. TIE INTO EXISTING PLUMBING LINE AS REQUIRED ACCESS OPENING DIMENSIONS SHALL BE A MINIMUM OF 20 INCHES BY 30 INCHES, WHERE SUCH DIMENSIONS ALL PL iM v F 2. IN BUILDINGS THAT UNDERGO REPAIR,ALERATION,CHANGE OF OCCUPANCY,ADDITION OR RELOCATION IN ARE LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE. SILLS AND ALL WOOD IN CONTACT )WITH THE CONCRETE SHALL BE TREATED LUMBER AGO GRADE #2, ALLL WORK SHALL CONFORM TO THE APPLICABLE PLUMBING CODES,AND ALL PERTINENT LOCAL � �P.1�%rr'VL:ED MASTRO ACCORDANCE WITH APPENDIX J,CARBON MONOXIDE ALARMS AND CARBON MONOXIDE DETECTORS MAY & WA SOUTHERN PINE, FB=875 P.S.I. OR APPROVED EQUAL REcGULATIONS APPLICABLE TO THIS SECTION. PROVIDE ALL REQUIRED PERMITS AND OBTAIN ALL �Ir• ,`l BE BATTERY OPERATED,CORD-TYPE OR DIRECT PLUG. IN55PECTIONS AND PAY SUCH FEES AS MAY BE THEREBY INCURRED. PERFORM OR OBTAIN ALL TESTS AS ANY FLASHING IN CONTACT WITH AGQ TREATED LUMBER MUST BE COPPER COATED,5TAINLE55 STEEL OR R313.4.4 EQUIPMENT, CARBON MONOXIDE ALARMS SHALL BE L15TED AND LABELED AS COMPLYING WITH UL TESTING r !!L1 2034 OR GSA b.lq. CARBON MONOXIDE DETECTORS SHALL BE LISTED AND LABELED A5 COMPLYING WITH MANY BE REQUIRED,SUPPLYING ALL LABOR AND INSTRUMENTS NEEDED AND PAY SUCH COSTS INCURRED. ARGHITEGT'S CERTIFICATION � DATE DOUBLE DIPPED GALVANIZED THIS ARCHITECT CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, INFORMATION,BELIEF,AND PROFESSIONAL UL 2075 AND SHALL MEET THE 5EN51TIVITY TESTING AND ALARM THRESHOLDS OF UL 2034 OR C5A 6.Iq. GIVE CAREFUL CONSIDERATION TO THE WORK OF OTHER TRADES AND ORGANIZE THE WORK 50 THAT IT JUDGEMENT, THE PLANS ARE IN COMPLIANCE WITH APPLICABLE REQUIREMENTS OF THE RE51PENTIAL CODE OF OTtcln n rrnn r CLEARANCE: WOOD FRAMING 5HALL BE AT LEAST 8" ABOVE ADJACENT GRADE. CARBON MONOXIDE ALARMS,CARBON MONOXIDE DETECTORS AND ALARM CONTROL UNITS SHALL BE WILLL NOT INTERFERE WITH THE OTHER TRADES. EXAMINE THE 51TE AND PLANS AND BE FULLY INFORMED UEE INSTALLED IN ACCORDANCE WITH THIS SECTION AND THE MANUFACTURERS INSTALLATION INSTRUCTIONS. REcGARDING LIMITATIONS OF SPACE AVAILABLE FOR INSTALLATION OF ALL EQUIPMENT AND MATERIALS AS YORK STATE ING:_UDING THE ELECTRICAL CODE DIVISION, CHAPTER 33 THROUGH 42 AND THE ENERGY EF ALL LAMINATED VENEER LUMBER(L'.VL) SHALL BE E=2.0 BY TRL65 J015T OR EQUAL. PROVIDE BLOCKING CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. ON LEAD n5 T P (� A5 PER MANUF. SPECS AND THE RESIDENTIAL GODS OF THE NEW YORK STATE R313.4.5 INTERCONNECTION OF CARBON MONOXIDE ALARMS AND DETECTORS. WHEN MORE THAN ONE WELL AS ALL CONDITIONS REGARDING SERVICE CONNECTIONS,GRADE,GROUND GONDITION5 AND ALL (� - BY "bC: CARBON MONOXIDE ALARM OR CARBON MONOXIDE DETECTOR 15 REQUIRED TO BE INSTALLED WITHIN AN FACTORS INVOLVED IN THE COMPLETION OF THE WORK THI5 ARCHITECT CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, INFORMATION,BELIEF,AMC) PROFE5510MA�ERT/F1CA HEADER5: 2 - 2"XIO" UNLESS SPEG,IFIED OTHERWISE. IN BEARING WALLS, HEADERS SHALL REST ON INDIVIDUAL DWELLING UNIT OR SLEEPING AREA, ALL CARBON MONOXIDE ALARMS AND ALL CARBON MONOXIDE DETECTORS IN SUCH DWELLING UNIT,SLEEPING UNIT OR 5LEEPING AREA SHALL BE FUPRP415H AND INSTALL ALL SLEEVES, HANGERS, INSERTS,ANCHORS AND APPURTENANCES AS MAY BE JUDGEMENT, THE PLANS ARE IN COMPLIANCE WITH APPLICABLE REQUIREMENTS OF THE MECHANICAL CODE OF N . CHK'D BY DOUBLE STUDS,EACH SIDE. STATE, GHAPTER5 12 THROUGH 24 AND THE PLUMBING CODE OF NY STATE,CHAPTERS 25 THROUGH 32. 'uOLDERlw,tINTERCONNECTED. EXCEPTION: INTERCONNECTION 15 NOT REQUIRED WHERE BATTERY OPERATED,GORD-TYP REEQUIRED FOR PROPER EXECUTION AND FUNCTIONING OF THE PLUMBING SYSTEM. t�ATEn SUPPORTS: PROVIDE STRUCTURAL (SUPPORTS BELOW EAGH P05T OR STRUT AS REQUIRED. OR DIRECT PLUG CARBON MONOXIDE ALARMS AND CARBON MONOXIDE DETECTORS ARE PERMITTED. NOTICE SUPPLYS ,", �7v^z �l17/09 BRIDGING: WOOD OR METAL ,8'-O'" O.G. MAXIMUM;2 NAILS PER END. INSTALL PER MANUFACTURES AL_L PIPING SHALL BE INSTALLED TO PROVIDE FOR EXPANSION AND CONTRACTION WITHOUT STRESSING THESE DRAWINGS, PREPARED FOR THE SPECIFIC PROJECT INDICATED IS AN INSTRUMENT OF SERVICE AND THE EXCEED 0 ?F 1°i.T� , LIGHT,VENTILATION - SECTION P303 PIFPE OR EQUIPMENT. HORIZONTAL DRAINAGE AND VENT PIPING SHALL BE GRADED AT A MINIMUM OF I/8" PROPERTY OF CUSTOM DESIGNED RESIDENCES. INFRINGEMENT OR ANY USE OF THESE DRAWING FOR ANY OTHE SPECIFICATIONS HABITABLE ROOMS: ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA OF PEER FT INTO THE SYSTEM. VERTICAL PIPING SHALL BE PLUMBED IN TWO DIRECTIONS. PROVIDE NON PROJECT OR OWNER,OTHER THAN THOSE INDICATED ON THESE DRAWINGS 15 PROHIBITED. ANY ALTERATION OR I REVISIONS NOT LE55 THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION SHALL BE CCONOUGTING UNIONS WHENEVER GONNEGTING DISSIMILAR METALS IN THE PIPING SYSTEM. REPRODUCTION OF THIS DOCUMENT IS AL50 PROHIBITED BY LAW, WITHOUT THE WRITTEN GON5ENT OF THE ABOVE PARTITIONS: PROVIDE DOUBLE JOISTS UNDER PARTITIONS PARALLEL TO JOISTS UNLESS INDICATED TO BE J MORE. PROVIDE DOUBLE JOISTS UNDER BATHTUBS. OPROUGH WINDOWS, , PROVIDED LOUVERS OR OTHER AGCE55 OR SHALL OPENINGS TO EHBE OUTDOOR AIR. SUCH CONTROLLABLE FUORN15H AND INSTALL STOP VALVES, ESCUTCHEON PLATES,UNIONS,VENTS, ETC. AS REQUIRED FOR THE SAID ARCHITECT. ';' t).1 - N�'� r (;�TtD Q 5/18/42 FOR WL.DPIG PERMIT EXTERIOR CORNERS: 3-2"*4'. INTERIOR CORNERS 3-2"*4" EXTERIOR WALL5: 2"*4', 16" O.G. INTERIOR BY THE BUILDING OCCUPANTS. THE MINIMUM OPERABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF PROOPER EXECUTION OF THE WORK.ALL PIPING EXPOSED TO VIEW WITHIN THE COMPLETED SPACE SHALL TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS AND/OR WALLS 2"x4",Ib" o.6. UNLE55 OTHE"15E NOTED THE FLOOR AREA BEING VENTILATED. BATHROOMS SHALL BE 3 5F OF GLAZING WITH ONE HALF OF WHICH BE: POLISHED CHROME OR 5RA55 A5 SELECTED BY OWNER. SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2010 ENERGY CONSERVATION CONSTRUCTION( n �3 � _ O MUST BE OPERABLE. THE GLAZED AREAS SHALL NOT BE REQUIRED WHERE ARTIFICIAL LIGHT AND �-�- { # 7 3/5 OPENINGS: DOUBLE WOOD FRAMINC3 SHALL BE PROVIDED AROUND OPENIW55 IN WALLS, FLOORS,CEILINGS, MECHANICAL VENTILATION SYSTEMS ARE PROVIDED. CCDNNECT ALL PLUMBING EQUIPMENT FURNISHED BY THE OWNER OR BY THE PLUMBING CONTRATOR AND THIS - -" ~ 5EEGTION REQUIRING WATER DRAINAGE,WASTE AND OR VENTING u%�pZ� Bl, `� � ROOFS,etc. BATHROOM LIGHT AND VENTILATION R303.3 DO NOT PROCEED 14'' TIDTIF Y 63)! I DOUBLE ROOF RAFTERS AS PER ROOF PLAN BATHROOMS,WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL BE PROVIDED WITH AL'-L CONGEALED WORK SHALL REMAIN UNCOVERED OR NOT INSULATED UNTIL REQUIRED TESTS HAVE BEEN - vITH LLB NG D PARTMENT AT >_ ALL STRUCTURAL PLYWOOD SHALL MEET THE CONSTRUCTION USE AND APPLICATION STANDARDS OF THE AGGREGATE GLAZING AREA IN WINDOWS NOT LESS THAN 3 SQUARE FEET, ONE-HALF OF WHICH MUST BE COMPLETED AND APPROVED. IF 50 REQUIRED BY THE PROJECT SCHEDULE ARRANGE FOR PRIOR TE5T5 OF FRAMING UNTIL SURVEY 5� '8C2' o ANi TO 4 PM FOR THE AMERICAN PLYWOOD ASSOCIATION (APA) OPERABLE. THE GLAZING AREA SHALL NOT BE REQUIRED WHERE ARTIFICIAL LIGHT AND MECHANICAL SPPECIFIC PORTIONS OF WORK INVOLVED. OF FOUNDATIO f LOCO,IOiq I ;� � � '�LLO`✓V'ING INSPECTIONS: VENTILATION SYSTEMS ARE PROVIDED. THE MINIMUM VENTILATION RATES 5HALL BE 50 GFM FOR AL'-L TE5T5 SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE CODE REQUIREMENTS. TESTS HAS BEEN APppov'_: 1 F(;I_IN DATION-TWO REQUIRED O " ALL METAL JOIST HANGERS AND OTHER METAL HANGERS SHALL BE CAPABLE OF HANGING LOADS AT INTERMITTENT VENTILATION OR 20 GFM FOR CONTINUOUS VENTILATION.VENTILATION AIR FROM THE SPACE SHAALL INDICATE ADEQUACY ACCEPTABLE GUIETNE55 AND CONTINUOUS OPERATION OF ALL EQUIPMENT U JOB NO. CONNECTING POINTS. INSTALLATIORS BE BY TECO CONNECTORS AND SIMP50N OR APPROVED EQUAL. THEY SHALL BE EXHAUSTED DIRECTLY TO THE OUTSIDE. WIITHOUT OVERLOADING INCLUDING CORRECT VOLUMES, PRESSURES AND SATISFACTORY TEMPERATURES FOR POURED CONCRETE " SHALL SHALL BE IN STRICT GONFOFZMANGE WITH MANUFACTURES SPEGIFIGATIONS AND RECOMMENDATIONS AN4D VELOCITIES. DEFECTS DISCLOSED BY SUCH TESTS SHALL BE MADE GOOD AND THE DEFECTIVE PARTS 2 QT UvHf FRAMING,PLUMBING, AND THE 2010 RESIDENTIAL CODE (OF NEW YORK STATE MAADE GOOD AT NO ADDITIONAL COST TO THE OWNER. TE5T5 SHALL BE REPEATED AFTER CORRECTIONS 15 RAPIPING, ELECTRICAL&CAULKING z ALL WALLS, FLOORS AND GEILING 5URFACE5 NEW OR EXISTIN09=72 G SHALL BE PATCHED AND OR FINISHED TO HA>�'E BEEN MADE. TEST PRESSURES SHALL BE MAINTAINED FOR A CONTINUOUS TWELVE HOUR PERIOD. I E�� �� f I����� �,`T INSULATION SHEET NO. MATCH EXISTING SURFACES V U 4 FINAL- CONSTRUCTION&ELECTRICAL UPCON COMPLETION OF THE WORK ALL FIXTURES SHALL BE THOROUGHLY GLEANED WITH SOAP AND WATER I t! � I""'.• " I MUST BE COMPLETE FOR C.O. AMJUSTED AND LEFT READY FOR USE. THIS SECTION SHALL BE RESPONSIBLE FOR PROTECTION OF ALL a ALL WALLS AND CEILINGS TO BE TAPED AND 5PACKLED 3 GOATS. PAINT AS SELECTED BY OWNER. FIXTTURE5 TO INSURE THAT ALL ARE IN GOOD CONDITION ON JOB COMPLETION. REPAIR AND TOUCHUP TO W " �K"' "°" " � 1' f� ALL CONSTRUCTION SHALL MEET THE ch o INSTALL MOISTURE RESISTANT GYP BD IN ALL WET AREAS THHE OWNERS SATISFACTION FACTORY FINISHED 5URFAGE5, 5PEGIAL COATINGS, ACOUSTICAL TREATMENTS, ,%�- ,r �`t. , Ir"'n � ALL TJI'5 TO BE BY TRU95 JOIST,G�EORGIA PACIFIC OR APPROVED EQUAL ET(C.THAT MAY BE DAMAGED DURING THE PROGRESS OF THE WORK. I REQUIREMENTS OF THE CODES OF NEW �`'�1" `�'�-` P` � ' YORK STATE. NOT RESPONSIBLE FOR � DEMOLITION AS PER DEMOLITION PLAANS DESIGN 0R CONSIRI ICTION iRRGRG. 1< 1 ELECTRICAL RETAIN STORM WATER RUNOFF INNSPECTIO'N PEGURE'D PURSUANT T? CHAPTER 236 OF THE TOWN CODE. FOR STRAP I NO MEMBERS "HIAYBALE" _ � NA I L I NC SCHEDULE AND DETAILS - AR5HAMOMOUE HARBOR 0 HOOD FRAME GONSTRUCT I ON MANUAL - 2001 EDITION -------------- TYPICAL DETAIL 1 I 1 FOLLON .WIND DESIeN 120 MPH REQUIREMENTS � w - 13'-a3/4'MATCHEX15rnJG �m I 0 FF2�I�1T YARD SST BLS GKS - - - - - - - - - - - 4 Q EXISTING FRONT YARD SET BACK ■ 97'-3 1/2' BEDDING D D I N G DETAIL 5TEP5 ABOVE D S I C N G A�.G U l.__A T I O N S 0 RETE L K PROPOSED FRONT YARD SET BACK ■ 57'-7• - - - - -EXISTING FouNDAT10 - - - - - - �- <� _ TO BE REMOVED 0 m stt�E Yv lzr� s�T�a.cics Flow _ - (n 1 LVEOFIwYBUI SLY KPW E"xISmT1NC'e £sl©E YAIREJ .56T AG16 • T'■1 I' `w+ . r "+. :" :'• ,; t. r �/� ✓�I W151®HTS Of= MATE tRIALS PRdP08ED &IDEL YAR© �3E-T ISAGk ■ 7'■11� •� '" r " �` R9011212,2, p �q Ip p I 1 - ,'•.,; r ,,; '/ AVERAP3E AB LO/�5 SHALL Wd EltGEED; fIMITED B EGTIBd IN �162 2BDEAD R OAD FOR PROPOSED SIDE YARD SET BACK C 2'(Bo ROOFED OVER PORC�FU \� \� 4 I _ ~ /� I o FLOOR ASSEMBLIES EXCEPT A FURTHE 1 _ ri '� Z / �4 Vertical HOLD DOl^QJ5 WALLS ABOVE GRADE SHALL NOT EXCEED: to '- sz i /�i� / v� �p I P05T TYPICAL A I. FIFTEEN PSF FOR EXTf=�IOR LIGHT-FRAME WOOD W?.LLS. u, w. aFAR YARD SET BACK TO HIGH WATER LINE Face (� 4 EXISTING REAR YARD SET BA er V DIA POURED GONG 2. FOURTEEN P5F FOR EXTERIOR FLIGHT-FRAME GOLD-FORMED STEEL WALLS. /� 'v m 1 pRpPp,�gp REAR YARD SEAT DAGK ■ 300 3/4' N40T TO SCALE 0 ABOVE A J3. TEN P�vF FC(R INTERIOR L lcrHT FRAME ►NCC."+FO WALLS. N 10ILIA Air � k4 P T bONO?V@EDOWN5'■0' j '' IIII � 4, FIVE P:°5F'� FOR INTERIOR LIGhHT FRAME GOLD-FORMED STEE'.L WALL5. MIN /T�.� � _ _ TYPICAL FOR TWB(2) 4.U_! 5. EIC�HT-IC_ PSF POR 8-IINGH-THIGIG MASONRY WALLrI. ?��� c`>ri rTi m EXISTING REAR A ET BACK ■ 3 101/2, r u 6. EIGHTY-FIVE PSF FOR 6-INCH-THICK CONCRETE WALLS. I II PROPOSED REAR YARD SET BACK ■ 32'-11 1/4' 2xb TREATED ' Q �- EXCEPTION:ROOF/CEILING DEAD L-OAD5 NOT EXCEEDING 25 P5F SHALL BE NEW LEECHING POOL-W/ EXISTIN �� F LEDGER W/1/2 DIA II PERMITTED PROVIDED THE WALL BRAGI NG AMOUNTS I N CHAPTER 6 ARE � AN C H 0 R I N G DETAIL FOOTING �- ® W a Q[ INGREASEI7 IN AGGOR[Ds4NGE WITH TABLE R301.1.�.2.1. 50LID COVER. (1) POOL 12.B �,I GALVY LAG ElOLTS EXISTING 4X24' TO BE A Ib"O.G.STAGGERED �� MINIMUM 24"X24'xl2' fU 3'NIGH-10 FOOT RING.PROPOSED J •�'\ � NOT TO SCALE zt t� � HOLD DtOWNS ON EXISTING SAND 4 GRAVEL AT PERIMETER �� REMOVED ONE 1'-O 5/4" �" :"�+ u5 I z POURED CONCRETE. AND BELOW DRAINAGE RING. -ij MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS 5OF5AW/GRA.BELOWRING. I'f-II OFF OF THE REAR SIDE S - CONTRACTOR TO VERIFY I FIR5T FLOOR. LOFILL 1 11, (TABLE R301.5) IN FOUNDS PER SQUARE FOOT E ISTI OF THE EXISTING Angle First Stake Towcard <� "' -- EXISTING BLOCK SOLID AT EXISTINGOFESTORY L -- STRUCTURE Previous) Laid Btale �' "1`= _ P05T NA�5U2'14LT0EKII5DEOF _� _ -to HOLDDOM5WHERE5HOM USE LIVE LOAD DWELLING WITH NEN ROOF ( Y �" h � ' may. �� ABOVE EJa5TT2 25c BEAM EXIST 1 LYL 25c1 EKIR ZE AT ALL GORNER5. ABOVE ATTICS WITH LIMITED STORAGE 20 P5F `� ` --- I 4 w' <1 PROPOSED 2q5 ��� ExlSTI LEGEND Flow ri- � ,�� ,.; ,,, _-=- ATTICS WITHOUT STORAGE B 10 P5F ONE (1) _4.83' aw tiss. ~ STORY EXISTING iv _ -=- � -- -- I �. E 40 P5F ADDITION �` v - ss�� EXISTING CRAWL SPACE K EXISTING FOUNDATION TO REMAIN DECKS 10'-6q' •r it -`----- - - ffi _.._--_.-_._-- o E3 UNDERPIN A5 PER DETAIL A '- EXTERIOR BALCONIES 60 PSF II EXISTING ONE STORY - 2"x 8"FLOOR J5T5. p.K g p UNDER NO CIRCUMSTANCES I5 THE W u 3S2'- ® DWq.LRrC TO BE REMOVED ® 16"O.G.(EX5TG) 1W5TIN6 FOUNDATION TO BE Lo FIRST ESCAPES 40 PSF I u4 II I REMOVED.TYPICAL �- GUARDRAILS AND HANDRAILS D 200 P51 p Ii I/2 EXISTING ONE STORY ILLa $\ ( IUJL 5 V2 LvL TO B EA SUE OF NAILS M TO Da 510 WNL 5 V2'l4l TO EACH 5OE OF GUARDRAILS IN-FILL GOMPONENTSF PSI 30.14' �� it DWELLMGWfTHN6^IRf�OF 1. BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR EXIST 2kb'EEAM EXIST 2 2Nb BEAM IIONP EXIST )2k6 RAM fm PA55ENCGER VEHICLE GARAOE5 P` 50 P5F'�` } / `� PROPOSED AND IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. Q ` 10' IA A COVERED PROPOSED O)STORY I 40 ROOMS OTHER THAN 5LEEPING ROOM15 40 P5F MI I PORCH ADDITION 2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4 INCHES AND PLACED SO THE EINDWGS ARE HORIZONTAL. I I STEPPED FOOTING IIIvI '' �1 SLEEPING ROOMS 30 P5F 3. BALES SHALL BE SECLURELY ANCHORED IN PLACE BY EITHER TWO STAKES A 16 w 40 PSF G I _, I VS NEW LEECHING POOL- W/ OR RE-BARS DRIVEN 1THROUGH THE BALE. THE FIRST STAKE IN EACH p STAIRS i' I; i^ ` SOLID COVER. I POOL BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE EXISTING FOUNDATION TO REMAIN g - i (Q 3'HIGH IO FOOT W.PROPOSED TO FORCE THE BALES TOGRTHER. STAKES SHALL BE DRIVEN FLUSH FOR 5I: I POUND PER SQUARE FOOT=O.co419 KWM?15Q INCH=645 MM?I POUND=4.45 N. 1 ( "" '` I WITH THE BALE. UNDERPIN A5 PER DETAIL A, I UNDERPIN EXIST o I PROVIDE MINIMUM 3 #5 DOWEL' \., Y f-^, 1 I SAND d GRAVEL AT PERIMETER UNDER NO GIRf.UM��TANGES 15 THE � FIREPLACE FOUNDATION. X .o I GROUTED SOLID INTO EXIST A. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD I £ i ) I AND BELOW DRAINAGE RING, 4. INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE SEE DETAIL 2/A-b c c ® FOUNDATION WALL BEFORE ( 1 APPLIED OVER A 20-SQUARE-INCH AREA. ,-- ,, < '- �\ 1 171 Y OF 5AV/GRA.BELOW RING. MADE PROMPTLY AS NIEEDED. EXISTING FOUNDATION TO BE �z v EXISTING POURIING NEW CONCRETE r 1 / ( � r I m 1 REMOVED.TYPICAL q'-O'UNDERPN EXI5TING 5TORAGE FOUNDATION WALL (TYP) B. APPLIES TO ATTIC SPACES MEETINC5 THE REQUIREMENTS IN SECTION R502.4.1 FOR �b II . 5. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS Ex15TIN6 FRONT FOUND TIONWRLL CONVENTIONAL CEILING JOISTS AND SECTION R&02.10.1 FOR TRUSSES. ATTICS WITHOUT I i'l .. (V STORAGE ARE TH05E WHERE THE MAXII•,1UM CLEAR HEIGHT BETWEEN JOISTS AND RAFTER 15 RELOCATED So AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. LE55 THAN 42 INCHES,OR WHERE THEREE ARE NOT TWO OR MORE ADJACENT TRUSSES WITH 1 ¢ GARAGE/SHED 24"XIJ3' -pQST �1)2"x Z THE SAME WEB CONFIGURATION CAPABLE OF CONTAINING A RECTANGLE 42 INCH HIGH w g.0' 1 RIM ERRx BY 2 FEET WIDE,OR GREATER, LOGATfED WITHIN THE PLANE OF THE TRU55. FOR ATTIG5 Ii 05T WITHOUT STORAGE, THIS LIVE LOAD NEED NOT BE ASSUMED TO AGT CONCURRENTLY WITH 13 �' lu lu ANY OTH-IE=R L_I\/E= L_O.a.l� i��G2U I RE=1`�IE-NTS. I (1) 2"xri G. INDIVIDUAL STAIR TREADS SHALL BE IDE516NED FOR THE UNIFORMLY DISTRIBUTED LIVE " i \iI H 4" EXISTING I I I I cr ND NGENTRATEED LOAD ACTING OVER AN AREA OF A 4 5QUARE - `<� I ^� b. r. LOAD OR A 300-POU GO { NOTE : SILT- FENCE =v .' . p �S' i I I 0 oG Q NGHES, WHICHEVER PRO'DUGES THE 0,REATER STRESSES I �;,__� o- II- EXISTING FOUNDATION - �x (FLUSH) I I I I Q D. A SINGLE CONCENTRATED LOAD APPLIED IN AND DIRECTION AT ANY POINT ALONG THE TOP. r O E. SEE 5ECTION R502.2.1 FOR [2EGK5 ATTACHED TO EXTERIOR WALLS 01 9L � " O 41 Q I.) P05T5 TO BE STEEL I EITHER T OR U TYPE OR HARDWOOD. TO REMAIN-TYP I p F.GUARD IN-FILL COMPONENTS(ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL Q1 EX TG ��'-`� III d 2.)WHEN TWO SEGTIOMlS OF FILTER CLOTH ADJOIN EACH OTHER THEY P05T1 2'k S'FL. .15T5. .,, FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTAL APPLIED NORMAL LOAD OF A5 AL 5HALL BE OVERLAFPPED BY 51X INCHES AND FOLDED. EXISTING CRAWL SPACE _ ,` 50 POON05 ON AN AREA EQUAL TO I SQUARE FOOT. TH15 LOAD NEED NOT BE ASSUMED TO �_I �' d ®Ib'OG. m WITH WITIH ANY OTHER LIVE LOAD REQUIREMENT. DRIVE- �i 3.)PREFABRICATED UNITS'SHALL BE GEOFAB,ENVIROFENGE OR APPROVED EQUAL. Q AGT CONCURRENTLYI I CRAW.SPADE ( �+� �+ G.APPLIES TO ATTIC 5PAGES NOT MEETING THE REQUIREMENT5 FOR STORAGE PER FOOTNOTE xore xo2 ,I 4.)MAINTENANCE 5HALL EBE PERFORMED A5 NEEDED AND MATERIAL REMOVED Q B. SEE SECTION R802.4.2 FOR CONVENTIONAL CEILING JOISTS AND SECTION ( MALI WHEN "BULGES" DEVELOP IN THE SILT FENCE. 2"GONG SCRATCH GOAT (3)2"x 5'BM(FLUSH) `r F#OST Q 0 R502.10.6 FOR TRU55E5. FOR ATTIO57 WITH LIMITED STORAGE AND CONSTRUCTED WITH '"Y 0Ip" II ABOVE TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE BOTTOM rot ' OVER b MIL VAPOR 5. ) FENCE POSTS TO EBE 36" MIN. DRIVEN I6" MIN. INTO THE GROUND. '� POST 2" M FL E30VE CHORD OF NOT LE55 THAN TWO ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION 1 x ' BARRIER OVER WELL GONTAINING A REGTANGLE 42 IINGHES HIGH OR GREATER BY 2 FEET WIDE 1 5'l.q I' b.) FILTER FABRIC TO BE Ib"MIN.ABOVE GROUND AND b"MIN. INTO THE GROUND. _ COMPACTED FILL 5T®q"�3'-N' 3'-4 I/4' O OR GREATER, LOCATED WITHIN THE: PLANE OF THE TRUSS. THE RECTANGLE SHALL ____ _ _�_ LO'" ARM- _ LIRE OF SILT SCREEN _ _ _ - :. i=--- PLACE FABRIC INTO 6"TRENCH AND EMBED WITH COMPACTED SOIL. FIT BETWEEN THE TOP OF THE IBOTTOM1 CHORD AND THE BOTTOM OF ANY OTHER TRUSS 5 5-1° 50' 00" E 50.00' �� �, ) FABRIC TO BE COTJ "UPHILL" SIDE OF POSTS. " BASEMENT 4k b'k I14'PLATE ON MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA 15 MET. 4 I. THE ATTIC AREA 15 AGGE551BLE BY' A PULL-DOWN STAIRWAY OR FRAMED OPENING IN r I I 3 COLUMN STANDARD S/4 4'GONG SLAB OVER b MIL COLUMN ON bk b'x I/4' VAPOR BARRIER OVER , 1 Q AGGORJ��.NGE 1�IEI TH sFGTI ON 80�.1; ANEW ;� Z� �` 5 " oc V MLL COMPACTED FILL PLATE ON30'x 30'x 15' A-5 z 2. THE TRUSS SHALL HAVE A I BOTTOM CHORD PITCH LE55 THAN 2:12. i i 2 x 8 FLOOR ZT5. 2 X S FJ $ POURED GONG.FOOTING. H. ATTIC SPACES SERVED BY A FIXED 5TTAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUM i� [� NOTE : ® I6"O.G.(EX5TG) I6'OG I LL ,p yEE COVER SHEET 8'POURED CONCRETE I 0 L_I\/E L0,4L7 SPEC I F I t1=I� FOiR SLE EP 11�iC-� ROC71�fS i O O IL mO Ex15TING STEPPED �4 ® FOR EXHAUST FOUNDATION WALL ON z �rry O Q� I. ) ALL GONSTRUGTNOTI RUNOFF IS TO BE MAINTAINED ON SITE. 24'XIb' FOOTING x VEMING PER 18"XIO'P.G.FOOTING IK \ / ��j ACCESS WITH 2'x 4"KEYWAY, WINDOW EGRESS SGHEIDULE (ALL SLEEPING ROOMS) BA Y I AVENUE �iin GON5TRAGTOR TO USE SILT FENCE I: HAYBALES AS REQUIRED. i; 1 MI50.1 yrA�R PROVIDEDAMPPROOFING. AREA WAY FLOOR P2EQUIRED CLEAR OPENING 11) ; ,9 " VENT g DRAE�;f�4AN B 05 BARS®25'FROM I" I Q u A�� 16 Og1pt 11 2"x8'TREATED LEDGER W/I/2"DIA GAL " Ib" BOTTOM OF FOOTINCyS. :� ^5 A SECOND MEANS OF EGRE55 � O ��O - LAG EtOLTS 24 O.G.STAGGERED ALIGN FIRST 5.0 50 FT MINIMUM 0�� I A i ,•e OA `1�r1 SECOND 55.1 50 FT MINIMUM\ U 'v -2"x$L fiREAiE$LEDGER �y O I. PROVIDED IS AT LEAST (I) WINDIOW (OR POOR) IN EACH HABITAL SPACE -- - - - - r _ WfHTA EREIPL�r°f- LAG BOLTS® Ib"O.G.STAGGERED y` ��'' � � FOR EMERGENCY ESCAPE IN CONFORMANCE WITH N.Y.S. CODE SECTION R310 MIN OPENING OF 5.1 50 FT (5.0 50 FT AT GRADE LEVEL WHEN GRADE TO SILL HOLD DOWNS I NET HEIGHT 24" AND MINIMUM NET �® 3'-b V4' 15'-101/4' � � TYPICAL ��� 02000����� 15 LESS THAN 44" OR LESS) W/ ]MINIMUM E / / 12"DIA POURED GONG - WIDTH OF 20" (OPERATION W/O NEED FOR TOOL5) E30TTOM OF OPENING 44" MAXIMUM A.F.F. � � 50N01UBE DOWN TO EXISTING MATCH EXISTING 2. ALL WINDOWS MUST BE ANDERSEN "LOW E" OR APPROVED EQUAL / o\ / REBAR-TY15"FTG WITH _ REBAR-TYPICAL ALLOWABLE DEFLECTION OF STRUGTURAL MEMBERS / :� (5)2XIO HDR ":� (3)2XI0 HDR_ �' :� �3)2XIO HDR ;� 3 2XIO HDR� ® X " (TABLE R301.1) / / - - - - - - - - - - - - - - - - - - - - ( n STRUCTURAL MEMBER ALLOWABLE DEFLECTION RAFTERS HAVING SLOPES GREATER TWAIN 3/12 L/150 ® 0 WITH NO FINISHED CEILING ATTACHED 1TO RAFTER5 x D STEPS ABOVE '�\ 1.�. INTERIOR WALLS AND PARTITIONS H1150 ®� FLOORS AND PLASTERED CEILINGS L/360 Q � ALL OTHER STRUCTURAL MEMBERS L/240 q 1/b' I/Z" T-4 A' b'-101/g' 91/8' EXTERIOR WALLS WITH PLATER OR 5TLUGGO FINISH H/360 PPOP05ED PLOT PLAN I II=�O' MATCH EXISTING HOUSE SITE INFORMATION OBTAINED FROM SURVEY PREPARED BY < < EXTERIOR WALLS-WIND LOADS WITH BRITTLE FINISHES L/240 ISLAND WIDE LAND 5URVEYOR5 PROFE5510NAL LAND t CITY SURVEYORS-MAY 10,2010 A EX15TINO 842 Sal)ARE FOOT PROPOSED 512 50LARE FOOT TTrO REMAIN DO NOT REMOVE EXISTINGING FIRST FLOOR . D_ Q EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISHES L/120 FOUNDATION PLAN ,ARCHITECT TO BE VERIFIED IF ANY NOTE: L = SPAN LENGTH, H = SPAN HEIIGHT MR E MPS M,4STf�0 C7ISCREPANCIES. CONTRACTOR TO 5GALE: = 114" = 1'-0" WERIFY EXISTING JOISTS ARE SECURED A. THE WIND LOAD 5HALL BE PERMITTED TO BE TAKEN A5 0.1 TIMES THE COMPONENT AND '1595 6AYVIEW AVE SOUTHOLD, NY T•O EXISTING MASONRY FOUNDATION PLANS. N. O CLADDING LOAD FOR THE PURPOSE OF THE DETERMINING DEFLEGTION LIMITS HEREIN. Ihl`ISTALL HOLD DOWNS AS PER PLANS. 0 B. FOR GA14TILEVER MEMBERS, L 5HALL E3E TAKEN AS TWIGE THE LENGTH OF THE CANTILEVER. G. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS OR WALLS OF %NROOM5 ADDITIONS OR PATIO COVERS,NOT SUPPORTING E06E OF 6LA55 OR 5ANDWIGH PANELS, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/bO. FOR SANDWICH PANELS USED IN �L_FEG-rICON R WALLS FSH.��L_L ADDITIONS I�LOT E PATIO XGE=FIDTHE TOTAL I_/ISO R?EMAIN. DO NOTFOUNDATION TO LEGE � II CRAWL z p CLIENT MASTRO LEACHING SECTION-LEACHING Ljj SPACE EXISTING FOUNDATION ArJALLS � DATE POOL IS TO BE CONSTRUCTED V) OF PRECAST REINFORCED GRADE 6 W CONCRETE LEACHING a � ORM BY SC STRUCTURE, SOLID DOMES NEW WALLS AND/OR SLABS, (n GNKD BY X 'L = DATE 11/17/09 CD FINISHED GRADE - - DRAINAOE RING: 11 0 1:;��'., `.•.�'- NEW FOUNDATION WALL-5 STORM DRAINAGE CALCULATIONS; 2.0 INGH 'RAINFALL 8 REINFORCED TRAFFIC I -�---ALLOW 1' MIN. FOR EXIST r=F- REVISIONS BEARING SLAB FINAL ADJUSTMENT b' V GMJ 6' J DATE ISSUED FRONT AREA AND ROOF: INLET 4" MIN. DIA. APPROVED _, W Q 5/18//12 FOR BUU-D%PERMIT AREA (SF) x RUNOFF COEFF. = EQUIV. DRAINA:GEE AREA PIPE - PITCHED 1/8" PER 1'-0". 0 0 ® ® ® ® ® ® 0 0 IF 00 ® ® ® ® ED ® 0 ui HOUSE ROOF AREA: 1654 S.F. x I.O = 11,654 5.F. iLl 0 0 ® ® ® ® ® ® D 1 w I- F O NEW PIERS WITH FOOTI>"IGS UO LAND5CAPIN6/GRAVEL: NA S.F. x 0.53 = NA S.F. BACKFILL WITH CLEAN �I 0 ® M ® ® ® ® ® 0 W ° x p GRANULAR MATERIAL 1'-0" 0 ® ® ® ® ® 0 0 a 4. ° iv L- ~ TOTAL: 1054 5.F. , „ 1 1. 11� 4� ° a ° � ALL AROUND BASIN FOR FULL DEPTH EQUIV.DRAINAGE AREA x DESIGN RAINFALL = DE51GN WOL.(GU.FT) - 3 -0 MIN. 10 -0 OUTSIDE I� o = COLLAR o DIAMETER I- o * >_ Ib54 x .Ibl = 264.64 GU. FT. 21" RAINFALL " z I ? z (UNDERPIN AS SHOWN AND DOWN I'-b' a_ VOL"OF 5TORA6E REQUIRED: 2-7b.22 6 MINIMUM PENETRATION "' STORAGE CAPACITY/V F.OF 10' DIAMETER RING: b8,42 INTO A VIRGIN STRATA OF - - - - - - - - - - - - - :3'-O" BELOW GRADE. PROVIDE (2) #5 O 410.52 SAND AND GRAVEL > SOIL BEARING ADEQUATE WITHOUT FOOTING RINGS 5 I REBAR.I AT EACH END TONG #5 U JOB No. _ STORAGE CAPACITY PROVIDED; VERTICAL FEET PROPOSED. (2) 10' DIA. POOL a 3' DEEP 4000 PSI CONCRETE IFOR CONTINUOUS REBAR. OVER LAP 0 2 LEACHING RING I REBAR 9' AT ENDS. I I N ID F-R F I N F �( 1,S 71 N G z SHEET NO. BACKFILL MATERIAL SHALL BE V� f /'� I I I � CLEAN SAND AND GRAVEL FOUNDATION DF-TA1L_ Q TYPICAL LEACHING POOL SECTION-SINGLE POOL SYSTEM SCALE: 3/4' . T-O' oA�2 SCALE:NOT TO SCALE SEE 2/A-4 FOR AG01T NAL MORMAT10n J J Q O EXISTING HOUSE 30'-I 3/4' EX15TINO q'-q' EXI5TIN613'-10 3/4' EXISTIN6 64' v / V-01/2' 4'-8 I/2' 7-2 I1b' 4A 1/4' 4'-i IJ 2'-2 1/8' 3'-q' 2'-q' REMOVE I TAR WALL m Q 5TEP5 p 11 1 PLATE HEI HT=b'-I' DN PLATFORM (2)2'x 10"HDR (2)2"x 10"HDR (2)2"x 10'HDR GOMP051TE DEC'INS (4)2X4 X GWI6 bo xE$ ON* PL TnEI6FT_m B'- P05T POST (2)II 1/8'LA HDR. ABOVE � �� y Q \ REUSE ` REDUCED EXISTING v� w _J I Lu 4 2X4 v SUN ROOM ROOF BELOW } POST � � 8 0 X6 S � � 4 b in — Otu �2'x 10'ROOF RAFTS. 2' 10'RAOF RAFTS. � — Fu ® Ib O.G. 0 Ib O(. _ — — G235- REUSE REUSE REUSE ��' O, —2XI2 LEDGER(ABOVE) _ PLATE HEIGHT=q'-I" _ G15 GW25 015 _ (_ — B-AM BELOW m .l. COATI )Ibra HDR GONTINJOUS 3 IS"LVL HDR (2 2"x 10'HD = 2)2'z 10'OR (1J q V7l OR 2)7k 10'Hit 'c- 'Q PARALAM 54'X51'PAS 5�91'PARALAM NI DW PROVIDE SOLID BLOCKING DOWN TO ° 'i PIER BELOW TYP I ♦ 2X10 RAFTERS 2XIO RAFTERS 0 16 O.G. 0 1 b O.G. in U---- 2X4 LOLL N R TIES I '� ;� b I I 0 lb,0. 6 x I TI I LIVING ROOM 3'-0' 3'-8" LL 2'-0'er I ` / I — N J N6, iz- _ ® 15LAND �_ ( m x I w H V `< 1 � �P/ � I Z w W W lza 4 J vv � zo_ d MODIFIED I I v x O ® c n o Y KITCHEN dl X � j- „`I v O V W .vv 4 Q o " X I �(0, J 50LID BLOCKING UNDER I - R N AB0� I w VALLEY JACK5 AND RIDGE I \ Q Lu _ r � (4)2X4 FIREPLACE (4)2X4 REF I _ (2) 14_LVL RIDGE _ _ (2) 14 LVL RIDGE 05T BM(FL P T `" p `* ALIGN ; m Q TRE AD q=5'- ' -2 I/4" ``J INWLA ED �, (� 0 (1J "' II 116'LVL IN I wz�mmp INSTALL METAL FLUE b, L (I I I I �OCZ I N m w " \ �QZ O(� AND WN THRU ROOF S I `� v iA u %o tl `� °� �J `* w �., �� 4' I'8' 1'-8' 4' �6, UO wz w l HARD WIRE SMOKE " 6 9" 4'b' 1,-21/4* cv wzm I , I iv :fl Q DETECTOR AND CO2 0 26 8 -' UP TO TTI w O ® �% 4' F" O ®, � z !_ cl TYPICAL k m v{�-1 4' < ry I 0 tu X 0 II 1/8'LVL BH I �/ o b BEDROOMIE n W x 11 'T/8" GPI 40 F.J. FK "' n b"O.G. s I 4 1\I0 S I FOYER ED A IA-5 A,-5 / � � A-5 @�� �,• n . 2X10 RAFTERS 2XIO RAFTERS Q I 0 16'O.G. 0 Ib"O.C. 4' V-6 A" (2)2"x 10 HDR (2)2'x 10"HDR REUSE PEL A 2 WIDE REUSE PEL A 2 WID :� I �, SEE COVER SHEET 50" b' — —yo" b• a — — FOR�ENTII�PER 2X4 GOL R TIES ®F � � I 0 o g COVERED ENTRY (2)2'x b"HD 2'x 8"HDR -- _ COMP051TE PECK ING Itu RG�E 2XIO RAF T ERS 2XIO RAFTERSm '-10I/2' 0 Ib O,G.�; 4'4 58' 6 /Itr �' - �_ 14'•3 V2' I5'-10 1/4" Q M 7x 10'HDR M 9 V L HDR 0)1k 10'HDR I � X _ Lo REUSE REU E GX145m • 0XI45 AFC, 305x 10" BEAM(LOW) (5) Tx 10" BEAM(LON) (5) 2"x 10" BEAM (LOW) 3) 2"x 10" BEAM(LbWZ" pN ROOF BELOW— L4 DEELOW 3'HIGH RAILING 04 P05T ANCHORED N NOTE: T46 WITH 10"TAPPRED BOLT END COLLAR TIE WITH(1) 1/2'PIA O COLUMN(OVER-TYP BOLT AT EACH END THRU RAFTER.ALL y O q TV T-1 1/2' T-I 1/2" 1-4 1/4' 6'-10 9/8' q 116, FOUR LOCATIONS - Ir � IIII 50'-13/4'(MATCH EXI5TIN6) 1-1- ,, ks) O O FIRST FLOOR PLAN ROOF FRAM I NO PLAN C 5GALE: = 1/4" = I'-O" 5GALE: = 1/4" = 1'-0" Q CLIENT MASTRO Ld DATE LLI Q' NOTES: V) LEGEND I. PROVIDE RIDGE VENTS 2. PROVIDE FLA5HING A5 REQUIRED DRhN BY SG 3. PROVIDE: COLLAR TIE5 AND SUPPORTS AS SHOWN ON PLANS. EXISTING WALLS TO REMAIN GHK'D$Y 4. PLUMBING VENTS AND ALL OTHER = DATE 1'I/17/09 OBJECTS PROTRUDING THRU ROOF NOT TO BE V151BLE FROM FRONT NEW WALLS ELEVATION REV1510H5 J Q DATE ISSUED ROOF VENTILATION: 5/18/12 FOR BULDW PERMIT NEW DOORS THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1 TO 150 OF THE AREA OF THE SPACE VENTILATED � 0 ARCHITECTURAL ASPHALT SHINGLES ch OVER 30# FELT. PROVIDE WEATHERSHIELD NOTES: OVER ENTIRE ROOF 0 JOB NO. 1. FILL AND PATCH FLOOR, WALL AND CEILING FINISHES TO MATCH EXISTING SURROUNDING FINISHES IN 0 __ 2 MATERIAL, TEXTURE AND COLOR Z SHEET NO. 2. PROVIDE WOOD TRIMMED RETURNS ON THE INTERIOR WITH MOLDINGS SIMILAR TO EXISTING Q � s3 J J Q OZ II GABLE VENT Y— 12 1X2 OVER 2X8 FACIA U) �12 6" FREEZE BD ® 12 � ARCHITECTURAL ASPHALT 12 SHINGLES (TYP) - -- --- SIDING AS BY OWNER SELECTED TYPICAL REUSE REUSE °j MARVIN MARVIN REtU�E REUSE GN36 GN56 24 C X 4 4 AFCP305 '145 FLASHING - TYPICAL I'-II" I'-o° ;� I'-o b' t 12 If 0 6" FACIA W/WHITE 12� _ _ _ � GUTTER (TYP) ___ s ___ ____-- PROPOSED104 vli _ ATTIC GN36 GN36 ELEY = -10'-1 5/8" — �, — --.—- aof � 3 MARVIN REUS N HEADER - TYPICAL GN36 N36 _�—` _ _ _ _ _ " _ MOVED d1 BACK 0 REU REV EXISTING r 2 ELL E EUS R S 10" TAPERED COLUMN COVER 2 — d, i STRUCTURE N a' N11115W' 11 "/4'6' Cy,/ OVER 4X4 POST - TYPICAL -- - o V � REUSE _ GXWIb EXISTING --` _ _ _ FIRST FLOOR z — — ELEY W I III lit CIL (DATUM) I I I I I I I I I I I I AN28 I Q rj — Li I- - - - - T FU -1 r' —`-� r-' — Ll �' — Ll � Q — — — — UNDERPIN EXISTING FOUNDATION p — J L_ — J L_ — ,J 1— — I I I (HATCHED AREA-TYPICAL) z0 UNDERPIN EXISTING FTG — PROPOSED DOOWN TO STEPPED FTG I I I _ BASEMENT - - - - - - - - - - - - - - - - - - - - - - - - = ELEY = -7'-7" — — �� - - - - - - - - - - - - - - - - - - - - - =�—J IK — — — _ — — — — — — — — — — — — — — — — UNDERPIN EXISTING FTG DOWN TO STEPPED FTG z Ir- FRONT ELEVATION SIDE ELEVATION Z SGALE: = 114" = 1'-0" SGAL_E: = 1/4" = 1'-0" BRED A 14 GABLE VENT 1X2 OVER 2X8 FAC1A 12 6" FREEZE BD 12� 12 I n ARCHITECTURAL ASPHALT �12 v J SHINGLES (TYP) VINYL SIDING AS SELECTED O BY OWNER - TYPICAL w - T 615E RW25 R 15E FLASHING - TYPICAL 24 14 6" FACIA W/WHITE GUTTER (TYP) 12 — PROPOSED — — — — ATTIC ELEY �-I•-I BACK — PELLA WIDE -- :o b EXISTING I REWSE REUSE REUSE WI TH IDE — 35 STRUCTURE I PELLA PELLA PELLA PIVOT DR- ----- Q GLIENT E W MASTRO 2 N4I0E 2 WIDE °' 2 WIDE EG 55 _ W L�j ��4 5'O"/4'6' 5'O"/4'6 DATE W CW1 REUSE 16 REUSE I m W 6'O"X6'8" 8'O"X6'8' EXISTING - DRNN BY SC FIRST FLOOR GHK'D BY (DATUM) = DATE 11/17/09 O b I I I I I I I I b REVISION5 bm I I 1 1 � DATE ISSUED — - Q 5/16/41 FOR BULDIN G PERMIT_ _ = = � ���11Z7Z1 � - - - - - - - - - - - - - - - - - - -�_ = = UNDERPIN EXISTING FOUNDATION PROPOSED (HATCHED AREA-TYPICAL) BASEMENT — — — — — — — — — — — ELEY = -7'-7" O U JOB NO. cn 09_ / 2 REAR ELEVATION SIDE ELE\/;ATI ON z SHEET NO. 56ALE: = 1/4" = 1'-0" 50ALE: = 114" = 1'-00" < AL _J Q . . �E 10 c� [L O v' ) -T RIDGE T 0 U) N 2X4 COLLAR TIES ® lb" D.G. (TYPICAL) 0 :i: TYPICAL ROOF CONSTRUCTION ARCH ITE(GTURAL ASPHALT SHINGLES-AS 5ELEGTEID BY OWNER OVER WEATHER5HEILD �12 OVER ENTIRE ROOF OVER I/2" EXTERIOR PLYWOOID 5HEATHING OVER 2XIO ROOF RAFTERS ® 16" O.G. I Z: (TYPICAL) 0 VALLEY BEAM BEYOND ( Lo TYPICAL CEILING GONSTRUGTION ATTIC -T 5/4" PLYWOOD OVER ►Ig" GPI 40 FLOOR JOISTS 0 16" O.G. WITH R-30 BATT INSULATION I— 0 WITH 1/20' GYP BOARD FINISH. GLUE AND NAIL Ql O DONUFACTURER'S 51PEGIIFIGATRION5 PROPOSED SOLID BLOCKING ATTIC ELEV = -IO'-1 5/b" TYPIGAL_ WALL CONSTRUCTION 1 REMOVE EX15TINO DOUBLE TOP PLATE AND N INSTALL NEW 2X4'5 ® 16" O.G. NAILED TO EXISTING 4L } STUDS. INSTALL NEW �" OR 8" PLYWOOD OVER NEW z STUDS TO ALIGN WITH EXISTING 2Xb WALL > Q b PLANKING WHICH 15 TO REMAIN. INSTALL VINYL 1- SIDING AS 5ELEGTED BY HOMEOWNER OVER T $ _ _ _ 'TYVEK' HOUSE WRAP WITH R-13 BATT INSULATION o rL W W =UJ e } BETWEEIN WITH 112" GYP BD ON INTERIOR - 4 L� Q BEDROOM BATH J BATH ROOM TYPICALI5T FLOOR CONSTRUCTION T -1 f 3/4" PLYWOOD OVER 2X& FLOOR JOISTS ® 16" O.G. }" Q W Q- �^ WITH GR:055 BRAGING AT MID SPAN PROVIDE R-21 Q_ BATT INSULATION HELD W/5TICK CLIPS. O Q EXI5TING m _ FIRST FLOOR_ _ — — EXISTING FIRST FLOOR """ < ELEV = -0'-0" ELEV = +O'-O' (DATUM) n z (DATUM) 2-2'x6" TREATED WOOD H O 7GRADE ( �XISTIN6 CRAW. XISTING ., v_ jA GRAD (2) 2Xb TREATED PLATES WITH ANCHOR SILL W17H ANCHOR L SPACE GRAYVL F- IV �- BOLTS SEE COVER SHEET FOR SIZE AND BOLTS. T 5PAGE _ '? 5PAGINry OVER BATT SILL SEAL INSUL OVER il J 1U BASEMEN TERMITE SHIELD GATT SILL SEAL 71�\ � OVER COPPER COATED EXISTING FOUNDATION WALL TYPICAL FOUNDATION CONSTRUCTIONTERMITE SHIELD BA5EMEN_ 5" FOUNIDATION WALL W/ 0"XIO" DEEP POURED GRADEFLOOR JOISTS z W0 p GONGRE`TE FOOTING. SEE FOUNDATION PLAN. N DAMPROOF FOUNDATION WALL PROPOSSED ry 2" GONG SCRATCH GOAT `.�; u_ ~ ;,. — BASEMENT — — — — R21 FIBER GLASS — ,• .. ELEV 4-4 W/STICK CLIPS I-- ?° - - - - -� a. . c.EDA UNDERPIN UNDER EXISTING L — J - ANCHOR BOLT, SEE DETAIL ��G ARU D•���j� FIREPLACE FOOTING (BEYOND) v) SHEETS 4" GONG SLAB OVER 6 MIL VAPOR BARRIER A OVER WIELL COMPACTED FILL 8' POURED CONC , FOUNDATION WALL SEGTION `� A-5 4"x b"x U/4" PLATE ON 3 112" DIA STANDARD o 0201 SCALE: I/4" = I'-O" S%. COLUMN ON 6"x 6" x 1/4" PLATE ON 30"x DAMPROOFING f� 30"x 15" POU ED GONG. FOOTING, d �rm* ° NOTE. n . SEE DETAIL SHEETS FOR ALL 5TRAPPING INFO ° Qa BASEMENT �f 1I ' 5' 8'.d 5" 18"X10' POURED CONC FOOTING TYPICAL �-I--1 \J PROPOSED CELLAR °4 Q ELEVATION a-7'-7" d e '. d 4 a•. e e ° v' 3" VENT 3" VENT ROOF d,• 4' CONCRETE SLAB OVER 6 MIL VAPOR BARRIER •2 #5 CONT REBAR OVER WELL COMPACTED FILL O I " 1-6' f 3 3 MIN 2 TON VIRGIN SOIL (TYP) II I�II Q ATTIC D F_T A I L- 2 V 1 SCALE: 3/4' ■ 1'-0' A""b p cu�Nr MA3TR[> LEI DATE 3" KITCHEN 3' BATH Ld C/) Ld (—— ——— (Y DRM BY SC 12" 112'I 117, —— 3' 2" W WB GHKV BY C I S DW i TUB DATE 41/17/09 2" 2' 3" 1ST FL. 2° 3" " 2' 3' 3' TO DISPOSAL J DATE ISSUED Q 5/16/11 FOR BULDt1G PERMIT C.O. LAUNDRY 112"I WASHER WM EJECTOR 2" DRAIN &. PUMP PAN 2' BASEMENT n 2. O 2' U JOB NO. 2' (39-72 Z SHEET NO. A� 5 0 J J Q o oz RIDGE 2X4 COLLAR TIES ® 16" O.G. (TYPICAL) Z: O TYPICAL ROOF CONSTRUCTION 0 �1 ARCHITECTURAL ASPHALT 5HINGLES-A5 1 SELEGTED BY OWNER OVER WEATHER5HEILD 11 I� II 1 OVER ENTIRE ROOF OVER 1/2" EXTERIOR PLYWOOD SHEATHING OVER 2XIO ROOF RAFTERS ® 16" O.G. 12 TYPICAL CEILING CONSTRUCTION �J►� VALLEY BEAM BEYOND (TYPICAL) �12 3/4" PLYWOOD OVER IIg" GPI 40 FLOOR TYPICAL ROOF CONSTRUCTION JOISTS ® 16 O.G. WITH R-30 BATT INSULATION ARGHITEGTURAL ASPHALT SHINGLES-AS WITH 1/2" GYP BOARD FINISH. GLUE AND NAIL 1 u B PER SELECTED BY OWNER OVER WEATHER5HEILD MANUFACTURER'S DOWN PLYWOOD TO SP JSTS J5T5 ATIONS OVER ENTIRE ROOF OVER 1/2" EXTERIOR PLYWOOD SHEATHING OVER 2X6 ROOF RAFTERS ® 16" O.G. TYPICAL WALL CONSTRUCTION � ) x Ir4 REMOVE EXISTING DOUBLE TOP PLATE AND INSTALL NEW 2X45 ® 16" O.G. NAILED TO EXISTING Z: Lo STUDS. INSTALL NEW �" OR J" PLYWOOD OVER NEW TYPICAL ROOF CONSTRUCTION STUDS TO ALIGN WITH EXISTING 2X6 WALL _ ARCHITECTURAL ASPHALT SHINGLES-AS PLANKING WHIGH 15 TO REMAIN. INSTALL VINYL ; ATTIr, SELECTED BY OWNER OVER WEATHER5HEILD u Lo SIDING AS SELECTED BY HOMEOWNER OVER LEDGER OVER ENTIRE ROOF OVER 1/2" EXTERIOR `�l � 'TYVEK' HOUSE WRAP WITH R-13 BATT INSULATION PLYWOOD SHEATHING OVER 2X10 ROOF BETWEEN WITH 1/2" GYP BD ON INTERIOR RAFTERS ® 16" O.G. WITH R-30 BATTS, WITH 2X4 PLATE AIR BAFFEL5 WITH Y2" GYP BD FINISH iI110 PROPOSED 12 123 V ATTIC 0 ELEV = -10'-I 5/b" 2X6 FACIA WITH GUTTER AND w 2Xb FACIA W/VINYL SOFFIT PERFORATED SOFFIT GUTTER AS PER HOMEOWNER BEAM. SEE PLAN BEAM. SEE PLAN - %0 FUR OUT SOFFIT TO TEGO ALL JSTS BEAM.. SEE POKER MATCH COLUMN WIDTH BEAD BOARD l 1Ln VINYL SOFFIT � V 10" TAPPERED COLUMN ❑EI ❑0 7 F F111N COVER OVER 4X4 POST W lU W T' a: :r: TYPICAL WALL CONSTRUCTION z o _ TREATED 2X8 LEDGER Q FOYER KITCHEN Q T Q VINYL 51DING AS, SELECTED BY HOMEOWNER Q OVER 'TYVEK' HOUSE WRAP OVER 1/2" D TYPICAL DECK CONSTRUCTION —I —1 J �M_ EXTERIOR PLYWOOD SHEATHING OVER 2X4 W COMP051TE DECKING OVER IL Q- CL STUDS ® Ib" O.G. WITH R-13 BATT INSULATION TREATED 2X.5 DECK J5T5 ® 16" O.G. p_ BEAM. Q 4 }- SEE EXISTING FLOOR (CONST BETWEEN WITH I/2 GYP BD ON INTERIOR Q I- � � EXISTING lu~ PLAN FIRST FLOOR ELEV (DATUM) (2) 2X6 TREATED PLATES WITH ANCHOR (� J �'. BEAM. L EXI5TIN5(,RAHL .GRADE BOLTS SEE COVER SHEET FOR SIZE AND ICJ 4 TREATED 2X5 RIM BD I SEE 4" SPACE �'� SPACING OVER BATT SILL SEAL INSUL OVER PLAN I TERMITE SHIELD (\ TREATED HDR SEE PLANS I I i TEGO a 7 4 BASEMENT TYPICAL FOUNDATION C0145TRUCTIO14 (2) #5 BARS INTO PIER €XISTING FOUND>ATION CONST y ` 5" FOUNDATION WALL W/ 15"XIO" DEEP POURED 2 12" DIA POURED GONG SONOTUBE DOWN TO I '.; I UNDERPIN UNDER EXISTING FIREPLACE FOUNDATION BEYOND CONCRETE FOOTING. SEE FOUNDATION PLAN. 30'X30'X15 FTG WITH REBAR - TYPICAL I EXISTING FOUND>ATION GON5T 2 Q PROPOSED '` A-b BASEMENT V Z - ELEV = -1'-7" "X VIF DEPTH CONCRETE UNDERPIN n MINIMUM 2 TON 501L �� L _ _ J 1'-6• TYPICAL FOUNDATION CONSTRUCTION - - 4" GONG SLAB OVER 6 MIL 2 8 FOUNDATION WALL W/ 18'XIO" DEEP POURED VAPOR BARRIER OVER WELL COMPACTED FILL �G R CONCRETE FOOTING. SEE FOUNDATION PLAN. A_5 �g'� RED A C DAMPROOF FOUNDATION WALL TYPICAL 15T FLOOR CONSTRUCTION ROL tR+� 3/4 PLYWOOD OVER 2X8 FLOOR JOISTS @ I6 O.G. .+ WITH CRO55 BRAGING AT MID SPAN PROVIDE R-21 4=0" MAX. BOTTOM OF EXISTING FOOTING ' BATT INSULATION HELD kV5TIGK CLIPS. 02011� Q F NEtits" SEGT i ON O O © © O O@) c 5GALE: 1/4" = I'-O" A-6 NOTE: SEE DETAIL SHEETS FOR BOTTOM OF UNDERPINNING ALL STRAPPING INFO V ' NOTE: EXCAVATE AND PLACE PANEL�iA FIRST,©SECOND,©THIRD,pD EXISTING FIRST FLOOR ELEV z +o' (DATUM) 2-2"x6' TREATAT ED WOOD LAST. MIN. CLEAR DISTANCE BETWEEN SIMULTANEOUS CUTS SHALL BE 12'-011 . SILL WITH ANCHOR BOLTS. BATT SILL SEAL [ELIEn z- cffum u\\�IJI n (9F mK)lemp0mm[a� �QRP R2'I FIBER GLASS OVER COPPER COATED \v// W/STICK CLIPS ` TERMITE SHIELD EXISTING CRAWL SPACE v• GRADE ANCHOR !BOLT. SEE DETAIL SHEETS EXISTING WALL AND a FOOTING TO BE UNDERPINNED 8' POUREID CONC EXISTING GRADE ( n FOUINDAT'IOH WALL (;) a Z 0 CLIENT MASTRO LLJ v n c O (n > DATE ' W c c) e- ..� W 2 #5 COIWT REBAR UNDERPINNING TO BE � � > (n D Sc ►�KD BY 3000 P.S.I. AVERAGE 1-- 18 DATE T'I/17/09 MIN TO�H VIRGIN STONE CONCRETE. " SOIL (TYIP) MIN. � REVISION5 J -I DATE ISSUED DETAILQ 5/18/42 FOR BULDW PERMIT 2 SCALE: 3/4' _ 1'-0' A_6 UNDERPINNING CAN NOT START ON A CORNER ftf 0 0 JOB NO. E T/,A\ L 09=72 z z SHEET NO. NTS ry ARM � s6 J J Q TABLE 3.45 TABLE 3.QA NAILING SCHEDULE AND DETAILS FOR STRAFING MEMBERS �- NAILING TABLE 5.1 DOLE UPLIFT STRAP CONNECTION REQUIREMENT5 - F-XP05URE B (ROOF-TO-WALL, WALL-TO-WALL, AND WALL-TO-FOUNDATION) RAFTER/CEILING J015T HEEL JOINT CONNECTION REQUIREMENTS WOO1D FRAME GONSTRUGTI ON MANUAL - 2001 EDITIONLL 0 (PRESCRIPTIVE ALTERNATIVE TO TABLE 5.4) (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.01) NUMBER OF NUMBER OF DEAD LOAD A55UMPTION: ROOF/CEILING ASSEMBLY DL = 15 P5F FOLLOW WIND DES I O N 110 MPH REQUIREMENTS 0Q JOINT DESCRIPTION COMMON NAILS BOX NAILS NAIL SPAGIN6 DEAD LOAD A55UMPTIONS:ROOF A55EMBLY DL=10P5F A (ROOF FRAMING THREE SECOND GUST WIND SPEED (mph) 85 q0 100 110 120 150 140 150 ROOF LIVE LOAD 6ROUND SNOW LOAD WOOD NA I L I NC REQUIREMENTS -[L 0 20 PSF 30 PSF 50 PSF -70 P5F SEE SCHEDULES FOR ALL NAILING REQUIREMENTS RAFTER TO TOP PLATE (TOE-NAILED) SEE TABLE 3.4A SEE TABLE 5AA PER RAFTER NUMBER OF aD COMMON NAILS OR IOD BOX NAILS 0 � FRAMING 5PAGIN6 (IN) ROOF SPAN (FT) IN EACH END OF I I/4" X 10 GAGE 5TRAP'•2•5•4 ROOF SPAN (FT) COIL STRAY NA i L I NC REQUIREMENTS (J CEILING JOIST TO TOP PLATE (TOE-NAILED) SEE TABLE 3.4A SEE TABLE 3.4A PER JOIST 12 I I I 2 2 2 3 3 12 1 24 1 36 1 12 24 36 1 12 1 24 1 36 1 12 1 24 36 ALL STRAFFINO TO 8E 1 1/4" X 20 OAUCCE STL 16 1 1 I 2 2 3 3 3 \ / - RAFTER SLOPE RAFTER SPACING REQUIRED NUMBER OF 16D COMMON OR 40D T 4 CEILING JOIST PARALLEL RAFTER (FACIE NAILED) SEE TABLE 5.11A SEE TABLE 3.01A EACH LAP IIS I MFSON II EQU I Y ALENT GS20 (GO i LED STRAP) O 20 I I 2 2 2 3 3 4 (IN) BOX NAILS PER HEEL JOINT GONNEGTIONI�� b •a•� 12 24 1 1 2 2 3 3 4 4 CEILING JOIST LAPS OVER PARTITIONS I(FAGE NAILED) SEE TABLE 5AA SEE TABLE 3.01A EACH LAP 2b 1 1 2 2 3 4 4 5 5:12 12 4 1 10 4 a 12 6 11 1-1 b 15 22 0 32 1 1 2 3 3 4 5 5 Ib 5 q 13 5 10 15 a 15 22 10 20 241 F II p 2 COLLAR TIE TO RAFTER (FACE NAILED) SEE TABLE 3.6A SEE TABLE 3.6A PER TIE 6 1 2 2 2 2 3 3 4 24 (D 13 111 6 6 12 a IS 0 ll 22 33 15 2q 44 GROSS SECTION END VIEW d BLOCKING TO RAFTER (TOE�NA%EI2) 2=130 GOMMON 2alOD COMMON EACH END 16 f 1 2 2 5 5 4 4 20 1 1 2 2 B 4 4 5 4115 IF p II I"I 16 24 1 2 2 3 3 4 5 6 1q 4 'T 10 4 b 12 b II 2 b 15 22 RIM BOARD TO RAFTER (END-NAILED) 2-16D COMMON 2-I6D COMMON EACH END 2b I 2 2 3 ® 5 5 b .2 4 a 12 5 Cl 14 '1 14 2 q IS 27 0 32 1 2 2 3 4 5 6 '1 24 5 10 15 6 12 I'1 q 1"1 25 II 22 33 WALL FRAMING 36 2 2 3 4 4 & •1 b o 0 5:12 12 3 4 b 3 5 � 4 'i 10 5 q 14 0 0 ul 12 1 1 2 2 3 3 4 4 GEIL'I•N6 1 16 1 1 2 2 3 4 4 5 Ib 3 b 8 3 b q 5 q f4 6 f2 IS J015T o o TOP PLATE TO TOP PLATE (PAGE-NAILED) 2-I6D COMMON 2-I6D COMMON PER FOOT I01•2 4 -1 10 4 8 II 6 II Ib '1 14 21 20 I 2 2 3 4 4 5 b TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-I6D COMMON 5-I6D COMMON JOINTS-EA SIDE Iq.2 24 I 2 2 3 4 5 b 7 24 4 5 12 5 q 5 7 5 2 q Ib 10 28 2 2 3 3 4 5 b 8 \ 32 2 2 3 4 5 6 '1 a '1:12 12 3 3 5 3 4 5 3 5 b 4 7 10 En STUD TO STUD (FACE-NAILED) 2-I6D COMMON 2-16D COMMON 24" O.G. 36 2 2 3 4 5 1 b q lb 3 4 6 3 5 "1 4 -1 10 5 q 13 12 1 2 2 3 3 4 5 5 Iq•2 3 5 'i 3 6 a 4 a 12 5 10 15 Lf)' HEADER TO HEADER (FACE NAILED) I617 COMMON I6D COMMON I6"O.G. 16 1 2 2 3 4 5 5 6 24 3 6 q 4 '1 10 5 10 15 '1 13 ICI ALONG EDGES 20 2 2 3 3 4 5 6 •1 p TOP OR BOTTOM PLATE TO STUD (END-NAILED) (SEE TABLE B.5A) (SEE TABLE 3.5A) PER STUD 24 24 2 2 3 4 5 6 •1 a q:12 12 3 3 4 3 3 4 3 4 6 3 5 b Lo 2e5 2 2 3 4 5 1 5 - I b 3 3 5 3 4 5 3 5 6 4 'i 10 N ,� 4 32 2 2 3 5 6 '1 q - Iq•2 3 4 6 3 4 6 3 6 q 4 a 12 36 2 3 4 5 6 a 24 35 '1 3 5 84 8 II 5 10 15 BOTTOM PLATE TO FLOOR JOIST, BAND JOIST 2-I6D1"COMMON 2-I6D" OMMON PER FOOT L END JOIST OR BLOCKING (FACE NAILED,) I PRESCRIPTIVE LIMITS ARE BASED ON AS5UMTION IN TABLE 3.4 12:12 12 3 3 3 3 3 3 5 3 5 3 4 6 1 0 2 TABULATED UPLIFT CONNECTION REQUIREMENTS A55UME A BUILDING LOCATED IN EXPOSURE B lb 3 3 4 3 5 4 5 4 b 3 5 5 ( 1 CD FLOOR FRAMING Iq.2 3 3 4 3 4 5 3 5 -7 3 6 q V 10 3 TABULATED UPLIFT CONNECTION REQUIREMENTS ASSSUME A ROOF AND CEILING ASSEMBLY DEAD LOAD OF q P5F 24 3 4 5 3 5 6 3 b q 4 8 II ° III � (0.60 X 15 P5F = q P5F). IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE CEILING ASSEMBLY 15 NOT CONNECTED I 1 w Im JOIST TO SILL TOP PLATE OR GIRDER ('TOE NAILED) 4-bD COMMON 4-IOD COMMON PER J015T TO THE ROOF ASSEMBLY, THE TABULATED NUMBER OF NAILS SHALL BE INCREASED BY 1 NAIL AT EACH END OF THE 1. NAILING REQUIREMENT5 SHALL BE PERMITTED TO BE REDUCED 25% IF NAILE5 ARE CLINCHED \\ I°I STRAP. FLOOR o 2. HEEL JOINT CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE 15 SUPPORTED BY A LOAD BRIDGING TO J015T (TOE NAILED) 2-aD COMMON 2-100 COMMON EACH END 4. MINIMUM ASTM A653 GRADE 33 STEEL STRAP BEARING WALL, HEADER OR RIDGE BEAM DESIGNED TO RE515T THE APPLIED LOADS. JOIST 1 J Ll' 3. WHEN INTERMEDIATE SUPPORT OF THE RAFTER 15 PROVIDED BY VERTICAL STRUTS OR co BLOCKING TO JOIST (TOE NAILED) 2-aD COMMON 2-IOD COMMON EACH END PURLIN5 TO A LOADBEARING WALL, THE TABULATED HEEL JOINT CONNECTION REQUIREMENT5 SHALL BE PERMITTED TO BE REDUCED PROPORTIONALLY TO THE REDUCTION IN SPAN BLOCKING TO SILL OR TOP PLATE (TOE NAILED) 3-IbD COMMON 4-I6D COMMON EACH BLOCK 4. EOUIVALENT NAILING PATTERNS ARE REQUIRED FOR CEILING J015T TO CEILING J015T LAP } TABLE 5.5A SPLICES T LEADGER STRIP TO BEAM (FACE-NAILEEP) 3-IbD COMMON 4-I6D COMMON EACH JOIST TOP AND BOTTOM PLATE TO STUD LATERAL CONNECTIONS FOR WIND LOADS EXPOSURE B 5. TABULATED HEEL JOINT CONNECTION REQUIREMENT5 DO NOT INCLUDE THE ADDITIONAL WEIGHT Q (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.5) OF THE GEILIN6 ASSEMBLY. � 6. TABULATED HEEL JOINT GONNEGTIONI REQUIREMENT5 A55UME CEILING JOISTS J015T ON LEDGER TO BEAM (TOE NAILED) 3-90 COMMON 3-100 COMMON PER J015T THREE SECOND GUST WIND SPEED (mph) 85 Fq 0 100 I10 120 130 140 150 OR RAFTER TIES ARE LOCATED AT THE BOTTOM OF THE ATTIC SPACE. WHEN CEILING In J015T5 OR RAFTER TIES ARE LOCATED HIGHER IN THE ATTIC SPACE, NO ATTIC, STORAGE BAND JOIST TO JOIST (END-NAILED) 3-I6D COMMON 4-I6D COMMON PER JOIST IS ASSUMED,AND THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE d) TUD SPACING (IN) WALL HEIGHT(FT) REQUIRED NUMBER OF I60 COMMON NAILS OR 400 BOX NAILS PER INCREASED BY THE FOLLOWING FAGTOR5: 0 6) STUD TO PLATE CONNECTION (PLF)i ` F BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-I6DICOMMON 3-I60 COMMON PER FOOT /- a 2 2 2 2 2 2 2 2 GEILIN6 HEIGHT/ROOF RIDGE HEEL JOINT CONNECTION ° ROOF SHEATHING 10 2 2 2 2 2 2 2 2 HEIGHT (Hc/Hr) ADJUSTMENT FACTORS ° 10 12 2 2 2 2 2 2 2 2 = T T 1/2 2 0 Q 12 14 2 2 2 2 2 2 2 3 v 1/3 1.5 STRUCTURAL PANELS aD COMMON IOD COMMON SEE TABLE 5.10 16 2 2 2 2 2 2 3 3 1/4 1.33 \ 0 DIAGONAL BOARD SHEATHING 0 2 2 2 2 2 2 3 3 1/5 1.25 A:;•. T. :''•' 0 FLOOR I :.:•+,a••'.,•, •,:'•�+..• Ae.••'�.,..,•..,... I"Xb OR I"Xa" 2-8D COMMON 2-IOD COMMON PER SUPPORT 20 2 2 2 2 2 3 5 3 1/6 1.2 ' � r'• „r^:'�:::�5•� ••;:•~;:�7•.•:••' F I"XIO" OR WIDER 3-SD COMMON 3-IOD COMMON PER SUPPORT 1/10 I.II JOIST ``'• 4 b 2 2 2 2 2 2 2 2 :.:.. 10 2 2 2 2 02 2 2 3 tr NOTE: LATERAL DEFLECTION OF THE RAFTER BELOW THE RAFTER TIES MAY EXCEED 5/4 INCH WHEN CEIILING SHEATHING I6 14 2 2 2 2 2 3 3 3 RAFTER TIES ARE LOCATED ABOVE ONE-THIRD OF THE RIDGE HEIGHT, Hr, OR Ha 15 GREATER THAN 2 FEET 16 2 2 2 2 2 3 5 4 AND MAY REQUIRE ADDITIONAL CONSIDERATION. GYPSUM WALLBOARD 5D COOLERS 5D COOLERS T" EDGE/10" FIELD Ib 2 2 2 2 3 3 4 4 } 0 20 2 2 2 2 3 3 4 4 TABLE 5.10 TYPICAL �•ECTION DETAILS DETAILS qo WALL 5HEATHINO a 2 2 2 2 2 3 3 3 ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOAD5-EXPOSURE B 0 10 2 2 2 2 3 3 3 4 TYPICAL LATERAL FRAMING CONNECTIONS STRUCTURAL PANELS aD COMMON IOD COMMON SEE TAE.E 3.11 12 2 2 2 2 3 5 5 5 THREE 5EOC)ND GUST WIND SPEED (mph) 85 qO 100 110 120 130 140 150 24 14 2 2 2 3 3 3 4 5 FIBERBOARD PANELS WWI 60 COMMON - 3" EDGE/6" FIELD I6 2 2 3 3 4 4 4 b STRUCTURAL SHEATHING � ph 25/32" &CPCOMMON - 3" EDGEib" FIELD 1& 2 2 3 3 4 4 .5 b `cy� D " � 20 2 2 3 4 4 4 5 'T GYPSUM WALLBOARD 5D COLLERS 5D GOLLERS T' EDGE/10" FIELD E F E F I- F E F Wt E F E F E F I PRESCRIPTIVE LIMITS ARE BASED ON ASSUMTIDN IN TABLE 3.5 2 TABULATED FRAMING LOADS AND CONNECTION REQUIREMENT5 SHALL BE PERMITTED TO BE MULTIPLIED I RAFTER/TRU$5 5PAGING MAXIMUM NAIL SPACING FOR 6V COMMON NAILS OR IOD ! HARDBOARD aD COMMON aD COMMON SEE TABLE 3.11 BY O.q2 FOR FRAMING NOT LOCATED WITHIN a FEET OF CORNERS 5HEATHING'i LOCATION (INCHES, O.G.J BOX NAILS (INCHES, O.G)5 3. TABULATED FRAMING LOADS ASSUME A BUILDING LOCATED IN EXPOSURE B ; PARTIGALBOARD PANELS 8D COMMON aD COMMON SEE MANUFACTURE 12 b 12 b 12 6 12 6 12 b b 12 b 12 6 12 DIAGONAL BOARD SHEATHING INTERIJOR ZONE 16 6 12 6 12 6 12 6 12 6 12 b 12 6 122 6 122 Iq.2 6 12 6 12 b 12 6 12 6 12 6 12 6 12 6 122 op I"Xb" OR I"Xa" 2-aD COMMON 2-I0D COMMON PER SUPPORT 24 6 12 6 12 b 12 6 12 6 12 6 12 6 12 6 12 i"XIO" OR WIDER 3-b0 COMMON 3-I0D COMMON PER SUPPORT 6 12 6 12 6 12 6 122 6 2 6 122 6 12 6 6 TABLE 5.6A PERIMIETER IC 6 12 6 12 6 122 6 122 6 6 6 65 12 6g 65 RIDGE TENSION STRAP CONNECTION REQUIREMENT5 FOR WIND-EXP05URE B EDGE ZONE Iq.2 b 1_2 b 122 6 122 b b 6 6 65 6-5 65 12 64 44 CJ� FLOOR SHEATHING (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.6) 24 6 122 6 122 6 6 63 65 65 65 65 65 4a 12 44 44 STRUCTURAL PANELS DEAD LOAD A55UMPTION5: ROOF ASSEMBLY DL = 10 P5F GABLE ENDWWLL RAKE OR KE TR1155 W/LOOKOUT CLOCK b 6 65 65 65 63 65 65 4 4 44 44 I" OR LESS 5D COMMON 100 COMMON b" ED&E/12" FIELD - - GREATER THAN I" IOD COMMON I6D COMMON 6" EDGE/6" FIELD THREE SECOND GUST WIND SPEED (mph) 55 q0 100 110 120 150 140 150 &ABLE ENDWM,LL RAKE OR AKE M55 W/O RAKE OVERHAN6 b b b 6 6 6 6 b 6 6 63 bg 65 65 65 65 GROSS SECTION END VIEW DIAGONAL BOARD SHEATHING NUMBER OF aD COMMON NAILS OR 100 BOX NAILS IN EACH END BOARD SHEATHING I"Xb" OR I"Xa" 2-aD COMMON 2-100 COMMON PER SUPPORT ROOF PITCH ROOF SPAN (FT) OF 1 1/4" STRAPI,2,B,4AA,'I I"XIO" OR WIDER 3-50 COMMON 3-IOD COMMON PER SUPPORT 5HEATHINOi SIZE RAFTER/TRU 5 SPACING MINIMUM NUMBER OF aD COMMON NAILS ILL I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON-CENTER AT THE PANEL 5:12 12 1 1 2 2 2 3 3 4 (INCHES, O.G� OR IOD BOX NAILS PER SUPPORT EDGE. IF WALL SHEATHING 15 NAILED 3" ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER 16 1 2 2 2 3 4 4 5 IX6 OR IXa 5HEATHING 12-Iq.2 2 2 2 2 2 2 2 2 SHEAR CAPACITIES, NAILING REWIRE'.MENT5 FOR 5TRUGTURAL MEMBERS SHALL BE DOUBLED, OR 20 2 2 2 3 4 4 5 6 IXIO OR LARC6ER SHEATHING 12-Iq.2 3 3 5 3 3 3 3 3 Lu ALTERNATE CONNECTORS, SUCH A5 51HEAR PLATES SHALL BE USED TO MAINTAIN THE LOAD PATH 24 2 2 3 3 4 5 6 7 GEIL'FAl6 25 2 2 3 4 5 6 "7 8 JOIST 2 - WHEN WALL SHEATHING 15 CONTINUOU15 OVER CONNECTED MEMBERS, THE TABULATED NUMBER E- NAIL SPACING AT PANEL EDGES (IN) 32 2 3 3 4 5 'T a - F- NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) OF NAILS SHALL BE PERMITTED TO BE REDUCED TO I-IbD NAIL PER FOOT 36 2 3 4 5 b •1 q - I FFOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING / CA 5 - CORROSION RE515ANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED, CHECK IBC 4:12 12 1 1 1 2 2 2 3 3 41• FEET ON EACH SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT FOR ADDITIONAL REQUIREMENT5 lb 1 1 2 2 2 3 3 4 REQUIREMENTS SHALL BE USED. 20 1 2 2 2 3 4 4 5 2 TAABULATED 12 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FFRAMING MEMBERS WITH G 2 0.4q. FOR FRAMING MEMBERS WITH 0.4250<0.4q, THE NAIL 24 2 2 2 3 3 4 5 6 "HIAGINGS SHALL BE REDUCED TO b INCHES O.G. 25 2 2 3 3 4 5 b 7 TABLE 5.4A 32 2 2 3 4 4 5 6 '7 3 1';ABULATED 6 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRU55 FFRAMING MEMBERS WITH G 2 0.4q. FOR FRAMING MEMBERS WITH 0.42SC OAq, THE NAIL RAFTER AND/OR CEILING JOIST TO TOP PLATE LATERAL AND SHEAR CONNECTION REQUIREMENT5 - EXPOSURE B 36 2 2 3 4 5 b "1 a 55FACINC75 SHALL BE REDUCED TO 4 INCHES O.G. (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.4) 5:12 12 1 1 1 1 2 2 2 5 4 TABULATED 4 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUS5 N 16 1 1 1 2 2 2 3 3 FFRAMING MEMBERS WITH G 2 0.4q. FOR FRAMING MEMBERS WITH 0.425C 0.4q, THE NAIL THREE 5EWN17 GUST WIND SPEED (MPH) 65 q0 100 110 I20 130 140 150 20 1 1 2 2 2 3 3 4 56PAGIN05 SHALL BE REDUCED TO 3 INCHES O.G. Lu Lu 24 1 2 2 2 3 3 4 5 5 TABULATED NAIL SPACINGS A55UME A BUILDING LOCATED IN EXPOSURE B RAFTER/GEILIN6 J015T WALL NUMBER OF aD COMMON NAILS OR IOD BOX NAILS (TOE NAILED) 1�� 2a 1 2 2 3 3 4 5 5 SPACING (IN) HEIGHT (FT) REQUIRED IN EACH RAFTER AND/OR CEILING JOIST TO TOP PLATE CONNECTION 32 2 2 2 3 4 4 5 6 36 2 2 3 3 4 5 6 7 TABLE 5.11 CLIENT MASTRO 12 8 2 2 2 2 3 3 3 5 6:12 12 1 1 1 1 2 2 2 2 WALL SHEATHING AND CLADING ATTACHMENT REDUIREMENT5 FOR WIND LOADS - EXPOSURE B 10 2 2 2 2 3 3 3 3 I6 I 1 1 2 2 2 3 3 f� DATE 8 2 2 3 5 3 4 4 4 20 1 1 2 2 2 3 3 4 THREE 5EGC7ND GUST WIND SPEED (mph) 85 q0 100 110 Pal 150 140 150 FLOOR > LLJ Ib 2 2 3 3 0 4 4 4 24 1 1 2 2 3 3 4 4 J015T (Y b 3 3 4 4 5 5 5 5 2& 1 2 2 2 3 4 4 5 STRUCTURAL SHEATHING 24 10 3 3 4 4 5 5 5 6 32 2 2 2 3 3 4 5 5 V) DRWN BY Sc 36 2 2 2 3 4 4 5 b W I PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4 E F E F E F E F hF� E F E F E F GHK'D BY 7:12 - 12:12 12 1 1 1 1 1 2 2 2 2 TABULATED CONNECTION REQUIREMENTS ASSUME A BUILDING LOCATED IN EXPOSURE B 16 1 1 1 2 2 2 2 3 V) DATE 41/47/09 I TUD SPACING MAXIMUM NAIL SPACING FOR BD COMMON NAILS OR IOD 3 WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, THE 5UM OF THE TOE-NAILS IN THE RAFTER AND CEILING 20 1 1 2 2 2 3 5 3 5HEATHIN6i LOCATION INCHES, O.G) BOX NAILS (INCHES, 0.6)4 ~ J015T SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED. 24 1 1 2 2 2 3 3 4 2e 1 2 2 2 �3-1 3 4 4 C� 4 TO AVOID SPLITTING, NO MORE THAN 2 TrOE-NAILS SHALL BE INSTALLED IN EACH SIDE OF A RAFTER OR GE!LING JOIST 52 2 2 2 3 `4J 4 4 5 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 RevlslonS WHEN FASTENED TO A 2X4 TOP PLATE OR 3 TOE-NAILS IN EACH SIDE WHEN FASTENED TO A 2Xb TOP PLATE. 36 2 2 2 3 3 4 5 6 INTERNOR ZONE 16 6 12 6 12 6 12 6 12 6 12 & 12 6 12 b 12 p DATE ISSUED 24 6 12 b 12 6 12 6 12 b 12 6 122 b 122 6 122 J 5/18/12 FOR IWIL.DIIG PERMIT 1. TABULATED CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70 FOR FRAMING NOT LOAGTED WITHIN b FEET OF BUILDING CORNERS PERIMIETER 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 2. TABULATED RIDGE CONNECTION LOADS ASSUME A BUILDING LOCATED IN EXPOSURE B EDGE ZONE I6 6 12 6 12 6 12 6 12 6 12 6 12 b 12 6 122 3. TABULATED CONNECTION REQUIREMENTS ARE BASED ON TOTAL UPLIFT MINUS Ob OF THE ROOF 24 6 12 6 12 6 12 6 12 6 I22 6 122 b 122 4 122 U ASSEMBLY DEAD LOAD (0.6 X 10 P5F) I- 4. TABULATED CONNECTION REDUIREMENT5 ARE BASED ON 12" RIDGE STRAP SPACING, FOR DIFFERENT BOARD SHEATHING = RIDGE STRAP SPACING, MULTIPLY THE TABULATED VALUES BY THE APPROPRIATED MULTIPLIER BELOW: C RIDGE STRAP SPACING (IN) 12 16 Iq.2 24 4a SHEATHING':51ZE RAFTER/TRUSS SPACING MINIMUM NUMBER S E COMMON NAILS � (INCHES, O.G) OR IOD BOX NAILS PER SUPPORT MULTIPLIER 1.00 1.53 L60 2.00 4.00 IX6 OR IXa 5HEATHING 12-24 2 2 2 2 2 2 2 2 FLOOR ;;.: ;;;^=;: ; *„ •..:, . CL IXIO OR LARGEER 5HEATHING 12-24 3 3 3 3 3 3 3 3 JOIST ` O 5. WHEN THE TABULATED NUMBER OF NAILS REQUIRED IN EACH END OF THE STRAP 15 EQUAL TO I AND THE I �•":'•''�'''_'�' ' ' U JOB no. FRAMING 15 ATTACHED IN ACCORDANCE WITH TABLE 5.1, THE RIDGE STRAP AND ADDITIONAL NAILING E- NAIL 5PAGING AT PANEL EDGES (IN) _ 15 NOT REQUIRED F- NAIL 5PAGING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) ;' (n I FOR WAALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT PERIMETER EDGE "'''" 0 6. WHEN A COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP, THE NUMBER OF IOD COMMON NAILS REQUIRED ZONE ATTACHMENT REQUIRMENTS SHALL BE USED. 72 IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE TABULATED NUMBER OF aD COMMON NAILS IN A z STEEL STRAP, OR THE NUMBER OF 12D BOX NAILS IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE 2 TABUL/ATED 12 INCH D.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD SHEET NO. TABULATED NUMBER OF IOD BOX NAILS IN A STEEL STRAP FRAMING MEMBERS WITH G 2 0.4q. FOR FRAMING MEMBERS WITH 0.42S0<0.4q, THE NAIL SPAGIN65 SHALL BE REDUCED TO b INCHES O.G. QAL -1. 1-1/4" 20 GAGE RIDGE STRAP SHALL BE OF A5TM A653 GRADE 33 STEEL OR EOUIVELENT 3 FOR E>XTERIOR PANEL SIDING, GALVANIZED BOX NAILS SHALL BE PERMITTED TO TYPICAL SECTION DETAILS DE:TAILS BE 51,155TITUTED FOR COMMON NAILS. 4 TABULATED NAIL SPACINGS A55UME A BUILDING LOCATED IN EXPOSURE B TYPICAL WIND UPLIFT CONNECTIONS J � 7 < 1 C520 COIL STRAP ON EACH STUD J015T5 AS PER PLANS (UPLIFT CONNECTOR - TYPICAL) WITH 12" MINIMUM BEARING ON O STUDS y IV MT530 - UPLIFT CONNECTOR !ll...---JEdd--- DESION LENGTH STUD 1,,4ALL ABOVE HDU5 (SHEAR CONNECTOR) WITH (TYPICAL) (I2" MIN. BEARING ON STUDS) NOTE: I 5/8" VIA, THREADED ROD (12" MIN. BEARING ON RAFTERS) C) SHEATHING AS PART OF 5HEARWALL I 6 THROUGH BOTTOM PLATE _ SEGMENT (SW.S) WHERE NOTED ON FLOOR 0 ° THROUGH TOP PLATES OF FIRST ALL STRAPPING TO BE INSTALLED 16" PLAN SHALL BE CONTINUOUS FROM SILL TO I I-I/4" x 20 GAUGE STEEL COILED ° FLOOR AND CONNECTED TO O.G. UNLESS OTHERWISE NOTED TOP PLATE OR ADEQUATELY BLOCKED AT I STRAP #G520 AS MFG'D. BY ° SECOND HDU5 INSTALLED ON [L ° JOISTS 8d COMMON NAILS ® 6" O.G. EDGE SIMPSON (12" MIN. BEARING ON TOP OF FIRST FLOOR DOUBLE A CONTINUOUSLY CONNECTED PATH MUSH AND FIELD. STUDS) I, STUD BE GIRDER OW PROVIDED FROM THE STUD TO THE 0 HOLD DOWNS REQUIRED AT ALL FOUR o CORNER5 OF STRUCTURE UNLESS MT550 - UPLIFT CONNECTOR ° •'• I I T4 - -- --- -- --- - ---- - --- - - OTHERWISE NOTED. SEE CONSTRUCTION �' (TYPICAL) ALL STRAPPING TO BE °• �; A35F MIN. IS GAUGE PLATE ALL STRAP STOCK NUMBERS SHOWN DETAIL ° IN5TALLLED I6 O.G. II O GTORS ® 12" O.G. MAX. SOLID BLOCKING 'I (SHEAR CONNECTOR) ALL ARE FROM 'SIMPSON STRONG TIE oz ° .. I' STRAPPING TO BE INSTALLED 16" CONNECTORS" O.G. UNLF-55 OTHERWISE NOTED PLYWOOD SHEAATHIN6 WITH 8d COMMON °� ° #0520 1-1/4" X 20 GAUGE STEEL COILED NAILS ® 12' O.G. IN THE FIELD AND ® b' ° A CONTINUOUSLY CONNECTED STRAP WRAPPED ,I(� O.G. ON THE EDGE ONE H2'..5a STRAP EAC PPED UNDER SILL AND OVER > STUD WITH H SIDE OF o PATH MUST BE PROVIDED FROM® EACH END O MIN, STUDS BEARING UI tl SIMPSON STRONG TIE TB2l J Q keqlTH 6-3) ad COMMON STRAPS AS AILS THE STUD TO THE GIRDER HOLD DOWN / • e BELOW. AT 8'-0" O.G. MAXIMUM -' MFOV. BY 51MF50N - ALL STRAP STOCK NUMBERS - (UPLIFT CONNECTOR) 5/8" ANGHIOR BOLT 2" X FLOOR JOISTS SHOWN ARE FROM "SIMPSON °>+ WITH 3" X 3' X I/8" WA5HER5 SPACED a oz STRONG TIE CONNECTORS" ;i 3"-0" O.G. AND SPACED WITH 6" TO 12" II II OF EACH END PLATE. ANCHOR 13OLT5 Wla SHALL HAVE A MIN. EMBEDMENT OF T" JOIST BRIDGING AT SHEARWALL SEGMENT DETAIL OFFSET WALL AND FLOOR DETAIL TYPICAL SECOND FLOOR TO EXISTING FIRST � 5'-0" O.G. MAXIMUM FLOOR TIE DOWN METHOD TYPICAL WALL CONNECTIONS .� A B NOT TO SCALE NOT TO SCALE (NOTE: RETRO FITTING OF EX15TINS 5TRUCTURF-5 WITH D NOT TO SCALE E NOT TO SCALE NOT TO SCALE STRAPS 15 NOT REQUIRED WITH EXCEPTION OF COIL STRAP) TOP PLATE TOP PLATE 5PLIGE LENGTH I SPLICE LENGTH I 4'-0" MIN r 4'-0" MIN ISO MPH FASTEST MILE BLOCKING ® 48" D.G. MAX IN FIRST TWO WIND SPEED eA" " ONTINDUS LATERAL FRAMING SPACES AT Ep'�GH END WALL HEIGHT UNIT LATERAL b'-O" O.G. 4 Lo 'c- T FRAMING LOAD GEILING JOISTS FLOOR FRAMING ® Ib" C).G 8'-O" I"il FLOOR 112'-0" 24 A35F MIN. 18 GAUUGE PLATE CONNECTORS JOISTS 14'-0" 254 a 12 O.G. MAX. ((SHEAR CONNECTOR) - 0 Ib' O" 317 I (2) IDd NAILS0(10) 8d NAILS Q 18'-0" 1 350 0520 COIL STRAP - UPLIFT CONNECTOR ON ALL STRAPPING TO BE INSTALLED lb" (2) IDD NAILS EACH STUD WITH 12 MINIMUM BEARING ON O.G. UNLESS OTHERWISE NOTED r GABLE END RIM 20'-O" 383 I " � NAI�®L5'RO.G. END EACH STUD (TYPI IGAL) •i WALL I,TABULATED FRAMING LOADS 5HALL BE PERMITTED TO BE MULTIPLIED BY 0.65 FOR FRAMING NOT LOCATED JOI5T L EACH WALL STUD SHALL BE GYPSUM BOARD f WITHIN 5'-0'OF CORNERS FOR BUILDINC-6 LE55 THAN 50'-0' IN WIDTH W,OR WITHIN MO OF CORNERS FOR „ ALL 5TRAPPIN6 TO 15E INSTALLED 16" O.C. ® CONNECTED TO THE C71RDER BELOW WILIAW56 GREATER THAN 50'-0" IN WIDTH. •® WITH BY ANY OF THE STRAPS SHOWN 2" X BLOCKING AT LAST TWO 2.TABULATED FRAMING LOADS ARE 5PECIFIED IN POUNDS PER LINEAR FOOT OF WALL TO DETERMINE A CONTINUOUSLY' CONNECTED PATH MUST BE ® MT512 (UPLIFT) ABOVE. A CONTINUOUSLY CONNECTED CEILING JOIST BAYS n GONNEGTION REQUIREMENTS,MULTIPLY THE TABULATED UNIT LATERAL FRAMING LOAD BY THE MULTIPLIER FROM PATH MUST BE PROVIDED FROM THE zX BLOCKING FULL THE TABLE TABLEBELOW CORRESPONDING TO THE SPACING OF THE CONNECTION. PROVIDED FROM1 THE STUD TO THE GIRDER CONNECTOR TYPICAL AT 2" X 4" BLOCK NAILED TO EACH (10) 8d NAILS u DEPTH OF JOIST BELOW. m EACH LAPPED J015T) STUD TO THE GIRDER BELOW. BRACE WITH (4) IOd NAILS �I CONNECTION 5PACING 12 16 Iq.2 24 ® ' PS"120 ENDWALL 5TU05 (57UD S'PO1 G IN 11 ALL STRAP 5TOCGK NUMBERS SHOWN ARE ALL STRAP STOCK NUMBERS SHOWN 5d COOLER NAILS ® '1" O.G. INTO BLOCKING (( 7 \_5/611 MIIN. TSG PLYWOOD FLOOR MULTIPLIER 1.00 133 .60 .O FROM "SIMPSON ,STRONG TIE CONNECTORS' ARE FROM SIMPSON 5TRON6 TIE I-I/4" X 20 GAUGE STEEL COILED STRAP `l Q 5HEATIHING GLUED AND SCREWED CONNECTORS" WITH 57AGGERED JOINTS 3.TABULATED FRAMING LOADS ASSUME A MEAN ROOF HEIGHT OF 53--0'.FOR MEAN ROOF HEIG pHT5 OF V-0" C520 A5 MFG'D. BY 51MP50N WITH MIN. W OR LESS,THE TABULATED VAUX5 SHALL BE PERMITTED TO BE MULTIPLIED BY Ozo. 12" BEARING ON STUDS WITH (10) 8d NAILS Q 4,WHEN CALCULATING LATERAL LOADS FOR ENDS OF HEADER5/6IRDEF25,MULTIPLY THE TAEllLATED UNIT 4 LATERAL LOAD BY 1/2 OF THE HEADER GIRDER SPAN(FT) O CEILING AND FLOOR TYPICAL CONNECTION DETAILS FLOOR JOIST LAPPED �- BRAGINO AT END WALLS TOP PLATE SPLIGINO DETAIL AT SECOND FLOOR LEVEL � OVER BEAM DETAIL I GEILING BRACING AT GABLE END 1NALLS O m NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE Q Q L ROOF FRAMING C520 COIL STFZAP (UPLIFT CONNECTOR - Q 0 L DOUBLE TOP PLATE TYPICAL AT ALL KING STUD TO TOP PLATE MT530 0 EACH PORCH ROOF RAFTER AS CONNECTIONS) 12" MIN. BEARING ON STUDS MFG'D. BY SIMPSON ALL 5TRAPPIN-C3 TO BE INSTALLED 16" O.C. ONE H2.5a STRAP EACH SIDE OF JOIST L!3 L/3 TOP PLATES UNLESS OTHERPNISE NOTED. A CONTINUOUS_11 WITH (3) 8d COMMON NAIL y D/3 MAX. S a EACH END CONNECTED PATH MUST BE PROVIDED FROM OF STRAP AS MFOV. BY SIMP50N O THE STUD TO TFHE GIRDER BELOW. ALL STRAP Z BORED HOLE MAX. �� ROOF/CEILING BEAM - SEE PLAN FOR SIZE z: D/6 MAX. NO ;RMITTMOTC ES� STUDSTOCK' PERMITTED D/3 MAX D DIAMETER DEPTH PERCENT FADER STRONG TIE BCON CONNECTORS" FROM "SIMPSON AND TYPE O OF STUD DEPTHko MT550ONNE TOR 0520 COIL 5TRZAP (UPLIFT CONNECTOR - AC4 STRAP AS MF6'D. BY SIMPSON EACH �`--� I N- I I D/b MAX. CONNECTOR AT 5/8 IN. MIN. TO EDGE EACH RAFTER AND TYPICAL AT AL-I.. HEADER TO JACK SIDE OF POST AND BEAM I IRIP LINE. FLOOR JOIST - CENTER GUTS 5/8 IN. MIN. TO EDGE STUD (TYPICAL) CONNECTIONS) I.` MIN. BEARING ON STUDS ALL STRAPPING TO BE INSTALLED 16" O.G. KING G520 COIL STRAP (UPLIFT CONNECTOR - UNLESS OTHERWISE NOTED I °`(GR © A% I I STUD TYPICAL AT ALL STUD TO BOTTOM PLATE IDE 5NOYV FEW-I!AND �Gj B y/ 0/4 MAX. AND RIM JOI5T'CONNEGTION5) 12" MIN. TREATED AGO WOOD POST. SEE FLOOR / I 13ALES OF HAY ALL AROUND O, j NOTCH MUST NOT EXCEED NO UPLIFT I TREES. \G e0 I BEARING ON SITUPS PLAN FOR 51ZE AND TYPE Q C"� 25 PERCENT OF STUD CONNECTOR .+ DEPTH REGtUIREp---__ HDU5 (UPLIFT GOONNECTOR) WITH 5/8" PIA. o ABU44 GALVANIZED STEEL POST SADDLED - -- T•-----------=•--- Y_r D IF HOLE 15 BETWEEN 40 PERCENT I i I! !I THREADED ROC) EMBEDDED 12-1/2" INTO AS MFG'D. BY 51MP50N i 14 AND 60 PERCENT OF STUD DEPTH, i !1 I I CONCRETE WITH "SIMPSON" ET (HIGH ,^ THEN STUD MUST BE DOUBLE AND NO 1 I !; BORED HOLE SHALL i 1 1 I I I I. 5TRENGTH EPDXY ADHESIVE) AND FOR (J MORE THAT TWO 5XCF-551VE 5TUD5 !; 02071 D/4 MAX. I I NOT BE LOCATED IN THE ARE DOUBLED AND 50 BORED i I I i !i i I i I TEMP.'S O°F TO) 40°F USE "SIMPSON" AT (HIGH EXISTING GRADE Q �A�t` SAME OR055 SECTION OF 5RENGTH AGRY"LIG ADHESIVE) (TYPICAL AT FLOOR J015T - END GUTS I GUT OR NOTCH IN 5TU12 CORNERS OF B)UiLDING, AT ENDS OF SHEAR POURED CONCRETE PORCH. SEE WALLS, AND EA1CH 51DE OF 51DE DOOR OR FOUNDATION PLAN WINDOW OPENIN46-75 OF 6-0" WIDTH OR MORE) MAX. D FROM NOTCHING AND BORED HOLE LIMITATIONS FOR FRAMING AND UPLIFT 5OP, PORT, I EXTERIOR WALLS AND BEARING WALLS CONNECTION FOR WINDOW AND DOOR OPENING PORCH ROOF STAPPING DETAIL TREE PROTECTION DETAIL NOT TO SCALE K NOT TO SCALE L NOT TO SCALE M NOT TO SCALE I I I I j i D DOOR AND WINDOW HEADER ' I ALL STRAPPING TO BE INSTALLEED 16" O.C. FASTENING SCHEDULE D/3 MAX' ROUGH OPENING PRAMING REQUIREMENTS POR WINDOW A CONTINUOUSLY CONNECTED P/�ATH '►.7- �- MUST BE PROVIDED FROM THE STUD OPENINGS(IN AGGORDANGE WITH WOOD FRAMIE TOP PLATES TO THE GIRDER BELOW. GONSTRUGTION MANUAL ZOO',EDITION) RAFTER/GEILIMO JOISTS (Rb02.-l.I) NOTATION A B G D E F G520 COIL STRAP (UPLIFT CONMEGTOR - ROUGH OPENINGS O Q STUD TYPICAL AT ALL HEADER TO -LACK 2'-0' 2 (u 2'x 4• I I I I 1. BORED HOLE MAX. CONNECTIONS) 12" MIN. BEARING', ON a'-O• a (u 2'x 4' 2 2 2 2 O' DIAMETER 60 PERCENT s OF STUD DEPTH STUDS 6'-0• (2)2"x 4" ° HDU5 (UPLIFT CONNECTOR) WITH 5/8" PIA. ® Q 5/8 IN. MIN. TO EDGE MT530 UPLIFT CONNECTOR (TYPI'IGAL) 6 (U2OR B 5 5 5 em CONCRETE W ROD H EMBED ET DE -1/2"(HIG INTO D/3 MAX. 0520 COIL STRAP (UPLIFT CONN4EGTOR - e'-0" (2)2"x a" o STRENGTH EPDXY ADHESIVE) AND FOR NOTCH MUST NOT EXCEED TYPICAL AT ALL HEADER TO JA�GK a OR B B e HDU5 TEMP.'S O°F TO 40°F USE "SIMPSON" AT 40 PERCENT OF STUD DEPTH CONNECTIONS) 12" MIN. BEARING i ON 10'O' 10 (2)2"x 6° a a 4 a (HIGH 5RENGTH ACRYLIC ADHESIVE) 5/6 IN. MIN. TO EDGE ! STUDS 12'-0" 11 (V 2"x 6" S a D a (TYPICAL AT CORNERS OF BUILDING, AT s NOTATION, ENDS OF SHEAR WALLS) A-NUMBER OP Dd NAILS•EACH END OP STRAPPINGS(TABLE O y H12U5 (UPLIFT CONNECTOR) WITH !5/8" VIA. 6.1,PAGE I57 4 TABLE 6A PA6E 516) 1 BORED HOLES SHALL NOT BE THREADED ROD EMBEDDED 12-I�I/2" INTO 6-NUMBER OF SILL STUDS-A( PLAT(DOES NOT APPLY TO PRESERVATIVE-TREATED BARRIER NOTE: Z IS MEASURED AS A +. DOORS)(TABLES 3.238,PAGE 193 PIPE OR CONDUIT LOCATED IN THE SAME GROSS ` CONCRETE WITH "SIMPSON" ET (H-116H C-NUMBER OF FULL HEIGHT KIN&STUD'•EACH SIDE OF I, O' HORIZONTAL PROJECTION ON HEADER(TABLES B.2BC,PA&2 IN7 I 1 SECTION OF GUT OR NOTCH IN I STRENGTH EPDXY ADHESIVE) ANNO FOR s' s THE BUILDING ROOF AND D-NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT •:'o 2 IN. MIN. FROM TOP STUD TEMP.'S O"F TO 40°F USE "51MPSON" AT KING STUD TO END OP HEADER m EACH SIDE(TABLE 5.1, • :•'11 IL •° cr.." 02 ® WALL5. PAGE 151){(TABLE 6A,PAGE 316) ?c 6 CLIENT MASTRO AND BOTTOM OF J015T W (HIGH 5RENGTH ACRYLIC ADHE5NVE) E-NUMBER OF JACK STUDS O EACH END OF 4- HEADER$ , 2 © ' D (ACTUAL DEPTH) (TYPICAL AT CORNERS OF BUILLC.'.)IN6 AND (TABLES 7221',PA6E 191)A55UME DOUBLE HEADER P-NUMBER OP Ibd NAILS END-NAILED TFiROUfvFI AD.JP.GENT DATE O AT END5 OF SHEAR WALLS) JACK STUDS TO END OF SILL(5)6 EACH SIDE(DOES NOT 3 APPLY TO DOORS)(TABLES S D,PACES 151)a(TABLE 6A, NOTCHING AND BORED HOLE LIMITATIONS FOR PAGEBI6) GUTTING NOTCHING AND 'DRILLING INTERIOR WALLS AND NONBEARINO WALLS WINDOW AND DOOR OPENING CONNECTION TYPES s DRWN BY SC HOLD DOWN DETAIL Lli NOT TO SCALE ® NOT TO SCALE NOT TO SCALE Q NOT TO SCALE R ti w CHK'D BY () DATE 11/17/09 W THREE SECG�V eUST 85 q0 100 110 120 130 I4C0 150 (n WN7 SPEED 0+1H) F- REVISION$ NO STRAPPING REQUIRED ABU44 POST BASE ° DUAL SLOP ROOF = DATE ISSUED WHEN COLLAR TIES ARE 16" ASSEMBLY �` • ' e 5WATHIN5 LCCAMCN' SUCTION PRESSURE (PSF)2 5/18/42 FOR BULPING PERMIT O.G. ` ZONE I 13.4 15.0 15.5 22.4 26.6 51.2 3b,.2 41.6 WASHER SUPPLIED WIT J ZONE 2 25.5 28.q 55.17 43.2 51.4 60.4 -70..0 80.4 J ASSEMBLY Q 2" X 4" COLLAR TIES I6" O.G. •• • , . 1/5 DOWN BETWEEN RIDGE as ek ZONE 3 33.1 3'7.8 46.'1 56.5 69.2 18.q ql.!5 105.0 AND GEILINF JOISTS i 1 1/2" GALV. ANCHOR BOL ® a ZONE 3 OVERHANG 4I.1 4-1.0 58.0 "10.1 835 q8.0 115.6 150.4 (MAIXIMUM HEIGHT ABOVE I j IMBEDDED IN POURED ++ ++ o' ZONE 4 14.5 16.2 20.1 24.3 28.q 35.q 301.3 45.1 = ATTIC FLOOR NOT TO y CONCRETE SUPPORT PIER 1 e a.. 55. ZONE 5 11.e1 20.1 24.8 30.0 35.6 41.8 48.5 7 EXCEED 4'-5") ® I I SIMPSON STRONG-TIE POURED CONCRETE PIER I I SIMPSON STRONG-TIE AC WITH H1'S INSTALLED ECCO-S052.5 VERIFY WITH POST I. THE DIMENSION,Z, IS MEASURED A5 10� OF THE MINIMUM BUILDING DIMENSION, �- 1 i TO JOIST.INSTALL H1'S ON BACK SIDE OF AND BEAM SIZE SIMPSON STRONG-TIE SIMPSON STRONG-TIE BUT NOT LE55 THAN 3 FEET. n BEAM.VERIFY WITH BEAM AND POST SIZES _TYPICAL 2ND FLOOR DECK CBSQ-SDS2. VERIFY WITH POST SIZE LUS - VERIFY WITH JOIST SIZE 2. 0 JOB NO, TABULATED FRAMING LOADS ASSUME A BUILDING LOCATED IN EXPOSURE B TYPICAL JOIST HANGER COLUMN CAP CONNECTION TYPICAL COLUMN BASE CONNECTION TYPICAL JOIST HANGER WITH A MEAN ROOF HEIGHT OF 33 FEET. FOR BUILDINGS LOCATED IN OTHER U _ EXPOSURES, THE TABULATED VALUES SHALL BE MULTIPLIED BY THE CIO 72 APPROPRIATE ADJUSTMENT FACTOR IN TABLE 1.1 0 Z SHEET NO, ROOF RIDGE DETAIL G POST BASE DETAIL-ONLY FOR RETROFITS TYPICAL DECK DETAILS ROOF AND WALL SHEATHING SUCTION LOADS \ / Q An NOT TO SCALP `� NOT TO 50ALE T NOT TO SCALE u NOT TO SCALE Y cl� ff C J J Q NAILING REQUIREMENTS 0 ALLOWABLE'', HOLES - TJ 1 Joists " NOTE: THIS DRAWING IS FOR REFERENCE 00/ C� TJI foists at bearings: Two 8d(2Y2)box nails(leach side),1Y2" SEE MANUFACTURES CURRENT SPECIFICATIO S .� minimum from end. F� FOR ALL RELATED INFORMATION Backer block: Install tight to top flange (tight [L 0 No field cut See Table B Blocking panels,rim Joist or rim board to bearing plate: to bottom flange with face mount hangers) both See Table A I%"hole may be cut TJI®blocking panels or rim Joist 10d{3")box nails at 6"o.c. � �� ® � holes in 5ee Table B anywhere in web out- Trus Joist rim board:Toenail with 10d(3")box nails at 6"o.c.or 4 -0 length of sides of web with single TJI jOi5ts. Attach hatched 5eeTobleA ( ., „ BEAM TO BEAM 8" diameter maximum hole for �� side hatched zone DO NOT 16d 3Y)box nails at 12 o.c. �" reinforcement with ten l0d (3 ) box nails clinched when possible. zones cut or notch flange. Shear transfer:Connections equivalent to decking nail schedule. CONNECTION 4 7" �� p T g on one side at E2, ila - 16 deep blocking panels; ❑ 0 6" 3 , both sides at E3 Trus Joist Rim board,rim joist or closure to TJI ®12!st 6 diameter maximum for Attach reinforcement to b" 1/a'width or less:Two 10d(3")box nails,one each at top and blocking panels 91" deep or rim board joist with one 8d (22") bottom flange. 2x a L2 2xLp a2 , " , „ ° � 'I t I bPz I 2/e thru 2/ widths:Two 16d(3Y2)box nails,one each at top and shorter than 12 long. common nail at each LJI� 16� minimwm minimum 6': 6" bottom flange. (applies to sill holes 3'z"width:Toenail Joist to rim joist with one 10d(TI box nail each Do not cut flanges• corner > except knocckouts) Do not cut holes larger side of joist top flange. �� than 1%"in cantilever DO NOT Trus Joist 12 length Of 4' Table A - End Support 2x4 minimum squash blocks: Two 10d(3")box nails,one each pp cut holes in cantilever at top and bottom flange. rim board reinforcement on Filler block: Nail with ten 10d 311 Minimum distance from etd a of hole to inside face of nearest end support reinforcement. one side at E5 ( ) ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE FLOOR NAILING REQUIREMENTS Attach reinforcement box nails, clinched. DEPTH Tile JIe 'oi is t ri s: Two lod (Y) box or 12d (3k,) box TO flan a t0 joist with 8d (22") both sides at E6 „ " " " " " Use ten Ibd (3%2") box nails from �" 2 3 4 6Y2 8/e 11 13 2 3 4 6Y2 8/8 11 13 nails (I each side), I ' minimum From end. P g }- 110 1'-0" 1'-8" 2'-0" 5'-0 1'-0" 1'-8" 2'-6" 4'-6" • Blocking 2anels, rim ioist or rim board to bearing plate: hanger �� common nails at 6" On- each side with TJI®/Proms' 550 joists. 210 1'-0" 1'-6" 2'-0" 5'-0" 1'-0" 2'-0" T-6" 5'-0" TJI®blocking panels or rim joist: 10d (Y) box nails at 6' on-center. Face moumt Z' �,((� center. When reinforcing ���IIIIII�� CD 9Y2" ,_ „ ,_ „ ,_ „ ,_ „ ' hanger Face rain both sides stagger nails. 230 1'-0" 2'-0" 2'-6" 5'-6" 1 0 2 0 3 0 5 0 Trus Joist rim board: Toenail with lad (3) box ails at 6 g g l?� � gg Less than 5 360 T-6" 2'-0" T-0" 8'-0" 1'-6" 2'-6" T-6" 5'-6' on-center or 16d (3Y') box nails at 12' on-center, horizontal 110 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" 1'-0" 1'-(Y' T-6" 4'-0" 6'-0" Shear transfer: Connections equivalen®to decking nail schedule. L3 See current Trus Joist With top flange hangers, backer block 210 1'-0" 1'-0" 1'-0 2'-8" 5'-6" 1'-0" 1'-0" 2'-0" 5'-0" 8'-8" Rim board rim foist or closure to TJI ,aist: literature for framing conneectors GV 1 �2 required only for downward loads exceeding 11%8" 230 1'-0" 1'-0" 1'-0" 3'-0" 8'-0" 1'-0" 1'-0" 2'-0" 5'-6" 7'-0" p 4 0 1�,'width or less: Two lad (3") box nails, one each at top 250 lbs or for uplift conditions 360 1'-0" 1'-0" 114" 4'-6" T-0" 1 " 1-0 1-0 2-6" 6-6" -6 7 and bottom flange. 560 1'-0" 1'-0" 11-6" 5'-0" 8'-0" T-0" 2'-0" T-8" 7'-0" 8'-0" TJI®/Pro"'350 If 130TS rim Joist: Two I6d (31`) box nails, 110 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" 1'_0" 1'-0" 1'_0" 3,_8" 8'_0„ 8'_0" one each at top ad bottom flange. 210 1-tr' 1-0" 1'-0' 1'-0" 3'-6" 8'-0" 1'-0" 1'-0" T-0" T-6" 6'-6" 8'-6" TJI®/Prom 550 rim Joist: Toenail joist to rim joist with one 10d (Y) Nail Trus Joist rim Attc3ch reinforcement t0 ' box nail each side of joist top Flange, ( 2�) 6'-0" length of TJI® ° p 14" 230 1'-0" 1'-0" 1'-0" 1'-6" 3'-6" 6'-6" T-0" 1'-0" 1'-0" 4'-0" T-0" 9'-0" q minimum squash blocks: Two IOd (3') box nofls, one each at top board to blocking with joistt with one 8d 2- 9 8 diameter maximum hole for Option#1: ' ' " and bottom Flange. connections equivalent comimon nail at each joist reinforcement 118" - 16" deep blocking panels; Apply subfloor TJI" Joist blocking with end U to 360 1'-0" 1'-0" 1'-0" 2'-6" 5'-6' 8'-0 1-0" 1-0" 1-0 5'-6' 8'-0" 9'6" 11, 560 1'-0" 1'-0" 1'-0" 2'-6" 8'-0" 9'-U, 1'-0" 1'-0" 1'-6" 6'-6" 9'-0" 10'-0" 210 1'-0" 1'-0" 1'-0" 1'-0" 1'-8" 3'-6" 6'-0" 1'-0" 1'-a' ,'-o" 2'-6" 6'-6" a'-o" 10'-6" to decking schedule corner and filler block. Use 6" diameter maximum for adhesive to all blocks installed at%joist °' 230 1'-0" 1'-0" 1'-0" T-0" 2'-0" 4'-0" 6'-6" 1'-0" 1'-0" 1'-0" 3'-0" T-0" 9'-0" 11'-0" ROOF NAILING REQUIREMENT5 4'-0" length with 9z' blocking panels 92" deep or contact surfaces span locations using ID 18" 360 1'-0" 1'-tr' 1'-0" T-0" 3'-0" 6'-0"E 0" 1'-0" 1'-0" 1'-0" 4'-0" 9'-0" 10'-0" 11--A, • TJI® joists at end beorinae: Two 10d (Y) box or flocking panel between each and 118" TJI joists. shorter than 12 long. or two 8d {22") r560 1'-0" 1'-o" 1'-tr' T-O" 3'-0" 6'-6" ca 0" 1'-0" 1'-0" 1'-0" 5'-0" 10'-0 11'-0" 12'-0" 12d (3y') box nails (I each side), Ike' mnimun From end. joist. Nail to top plate with '��� • TJIm joists at intermediate bearirxzs: DO not Cut f IangeS. , .�o�y box nails Or 'o 4" 6" 8" 1a' 12" 15" 17" W. 6" 8" 10" 12" 15" 1T' " " (connections equivalent to �3 2/ screws U n I Roof slopes less than 4 per Foot: Two lad (3) Trus Joist 2 ' bane a . . .or 12d (3k") box nails (1 each side) See detail R7 (decking schedule 18" 360 1-0' 1'-0' 1-0 2' -0" 5-0' 10'-0' 1-0" 1-0" 5-0' 10-0 11'-0" 13'-6' typical 560 1'-0" 1'-0" 1'-0" 1'-0" 5'-0" 11'-0" 1'-0" 1'-6" 6'-6" 11'-0" 12'-0" 14'-6" Roof slopes from 4" to 5"per foot: Four 10d (Y) rim board box or 12d (3k") box nails (2 each side). See detail R74. 20" 360 1'-0" 1'-0" T-0" T-0" 2'-0" T-0" 10'-8" T-0" 1'-0" 2'-6" 8'-0" 11'-6" 14'-0" 15'-6" 4 12" length of 4" 0 560 1'-a' 1'-0" 1'-0" 1'-0" 1'-0" 7'-0" 1T-0" 1'-0" 1'-0" 4'-0" 9'-8" 12'-8' 14'-6" 15'-6" Roof slopes greater than 5'per foot: Four 10d (Y) reinforcement on Attach reinforcement Option#2: W box or 12d (3ka') bane nails (2 each side) plus a to joist web with 3 2x strapping installed at a Table B - Intermediate or Cantilever Support twist strap and backer block. See detail R75. One side at E7, pp • Blockinq_pmels or shear blocking to begring_plgte; both sides at ES rows 10d (3") common %joist span locations Q Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support TJ,® " nails at 6" on-center, using two 22" screws per 4 �wst blacking panels: lad (3) box nails at b an-center. ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Trus Joist rim board for hear blocking: Toenail with 10d (Y) box nails clinched. Use 2 rows Option#3: oist DEPTH TJI® at b on-center or 16d (3 ) box nails at 12 on-center. �� direct) a lied�ce+lin O 2" 3" 4" 6Y2" 8%8" 11" 13" 2" 3" 4" 6Y2" 8%8" 11" 13" Shear transfers Corrections coVivolent to decking nail schedule. a � '� with 91" and 11z" Y pP g W Less tthan 5 2 . u'�` z 8 � Q 110 1'-8" 2'-6" 3'-0" T-6" 1'-G" 24' T-6" 6'-6" �a '� TJI®joists, When specified on the layout, o 210 2'-0" 7-8" 3'-6" T-6" r-o" T-0" 4'-0" T-0" F7 �g �4 pgi one or more of the three bracing p 9Y2" 230 2'-B" 3'-0" 4'-0" 8'-0" 2'-6" T-0" 4'-6" T-6" 1„ F 230 3'-0" 4'-a' 5'-6" 9'-0" 3'-0" a'-s" 5'-6" 8'-0° Not for use with 3 2 TJI ®joist flange widths options shown must be installed � U 110 1'-0" T-0" 1'4" 4'-0" 8'-0" T-0" 1'-6" 2'-6" 6'-6" 9'-0" CONNECTION OF MULTIPLE PIECES PL 210 T-a' T-a' r-0" 4'-6" 9'4- 1'-0" 2'-0" T-0" T 6" 10'-0" OF TOP-LOADED BEAMS (1) 113/8" 230 1'-0" 74' T-6" 5'-0" 9'-6" 1'-0" 2'-6" 3'4" 8'-0" 10140" I Web stiffeners 360 2'-0" 3'-a' 4'-0" T-0" 11'-0" T-0" 3'-6" 5'-0' T-6" 11'-a' 1%"Width Pieces: required each 8" diiameter maximum hole for LSTA24 (Simpson or USP) 560 1'-8" 3'-0" 4'-s" 8'-0" 12'-0 T-0" 4'-6" 8'-0" 10'-8" 12'-0" �� �� n 118 20 deep blocking panels; h U Z side at E1W strap with twelve 10d x W' nails z 110 T-0" T-0" 1'-0" 2'-0" 4'-6" 8'-a' T-0" T-a' T-0" 5'-0" V4' 12'-0" • Minimum of 3 rows 10d (3 x 0.128 ) nails at 12 o.c. �� Nail through 2x_,wood backer and ko 210 1'-0" T-0" 1'-0" 2'-6" 5'-0" 9'-0" 1'-0" 1'-a, 2'-0" 6'-0" 10'-0" 12'-6" 6 diameter maximum for / „ , „ , " , :, , „ , „ . . * Minimum of 4 rows 10d (3" x 0.128") nails at 12" o.c. blocking panels 92" deep or TJI®joist web with 2 rows 10d BEARING AT WALL " 14" 230 147 1-0' 1-0' 3-0 5-6 10-0 1-0 1-0' 2-6 6-0 '10-6 13-0 u u 360 T-OP' 1'40" T-0" S'-6" 8'-6" 12'-6" T-0" 2'-0" 4'-0" 9'-0"! 12'-0" 14'-0" for 14" and deeper beams shorter than 12" long. {-c common nails at 6 560 1'-0" 1'-tr' 1'-6" 5'-6" 9'-6" 13'-6" 1'-0" T-Y' 5'-0" 10'-0"i 13'-6" 15'-0° Blocking on-center, clinched. Use Trus Joist rim board „ , „ , „ , „ , „ , „ , „ , „ , „ , „ , „ , :, • If using 12d 3%") or larger nails,the number Do not cut flanges• . �R A� 210 1-0 1-0' 1-0 1-0 3-0' 5-6 9-6 1-0 1-0 1-0 4-6 9-6 12-6 15-6 g ( g Strci nails: panel 16d (32") nails with or blocking for lateral support ���PRp 230 1'-0" 1'-0" 1'-tr' 1'-B" 4'-0 6'-s" 10'-6" 1'-0" 1'-0" 1'-0" 5'-0" 10'-6. 13'-0" 16'-0" of nailing rows may be reduced by one. Leave 2 Y8 t �� ® ' 16 360 1'-0" 1'-0" 1'-0" 3'-0" 8'-8" 10'-0" 13'-6" 1'-0" T-0" 2'-0" 7'-6" 13'-0" 14'-6" 17'-0" % 3/ TJI joist minimum end 560 1'-0" 1'-0" 1'-0" 2'-8" T-0" 11'-0" 15'-0" 1'-0" 1'-0" 3'-6" 9'-0"j 14'-6" 16'-0" 18'-0" distance flange widths. /� 3%2' Width Pieces: ' 4" 6" 8" 10" 12" 15" 1T' 4" 6" 8" 10" 12" 15" 1T' Nicrollarr� LVL typical _ _ '-O" 4'-a' T-0" 14'-8" 164' 19'-0" • Minimum of 2 rows 2" bolts at Trus Joist rim ' yp 18" 360 1'-0" 1'-0" 3'0" 8'0" 9'-0" 15'-0" 1 " � � � �� board Parallar>� PSL or . . „ ., im rS r n� S Variable sloe joist hanger Verlf "�,�, 20 Oe' 560 1.0" 1-0 2'-0" 8'-0 10'-0" 16'-6" 1-0 8'-0" 11-8' 18'-8" 18'-0 20-0' 24 o.c. staggered T be t a L L p J 9 360 1'-0" T-0" 1'-0" 3'-0" 6'-0" 11'-0" 15'-6" T-0" T-6" T-0" 12'-6" 16'-6" 19'-0" 21'-0" capacity and depth limitations. 20" 560 1'-0" T-0" 1'-U' T-6" 5'-8" 12'-0" 16'-0" T-0" T-Y' 8'-6" 14'-0" 17'-e' 19'-6" 20'-6° (1)Load must be applied evenly across entire �� beam width.Otherwise,use connections for side-loaded beams. Straps are not required with slopes of 311 per foot or less Wood Ae�O V Rectangular holes based on measurement of longest side. • Holes may be located verticallly anywhere within the web. Leave Ys"of web(minimum)at top and bottom of hole. Additional nailing or bolting may be backer \��S 'R�°` ���'a ar��l Parallor# PSL or TimberStf%d LSL column required with side-loaded multiple-member El E1W H5 y • Knockouts are located in web)at approximately 12"on-center;they do not affect hole placement. �6 a 1�2� \���� � ��� beams. Refer to current product literature. • For simple span (5'minimum))uniformly loaded joists meeting the requirements of current Trus Joist product guides,one maximum size round hole may be Iocat(ed at the center of the joist span provided no other holes occur in the joist. • Distances are based on the rmaximum uniform loads shown in current Trus Joist product guides. For other load conditions or hole 2X stud configurations contact yourTirus Joist representative. wall at 16" Plate nail - 16d (3 2") box WEB STIFFENER ATTACHMENT s and Headers on-center at 12 on-center �a ' ALLOWABLE HOLES - Beam " /" minimum 2x diameter of the hole(minimum)largest Floor panel nail - 8d (22" 1 ) I�„ 2Y4' maximum Blocking panels Backer block: Install tight to t 9 common at 6" on-center bottom flange (tight to top /depth 1Tnree 8d (2 2") box nails, may be required with Filler block: Attach flange with top flange hangers). o Q Allowed hole zone ° ° I „ clinched shear walls above I with ten 10d (Y) box Attach with ten 10d (3") box ° C _ � 1/a Trus Joist I „ below-see detail BI t Cut only round holes and (,Three 16d (V2 ) box nails at nails, clinched, nails, clinched when possible, ° depth ° ° only In the center of beam. rim board 33 2" TJI®joist flange widths) Use ten 16d (3%21') t ROUND HOLE CHART �" � box nails from /span Allowed hole zone /span Web stif f ener each side• each side with L5TA18 strap nails: BEAM DEPTH MAXIMUM HOLE SIZE ND 12° Toe nail - 10d (3 ) box W ;See sizes below. TJI®/Pro'" 550 joists. Leave 23Y," minimum at 6 on-center M Web stiffeners required end distance, typical 3 " each side at B3W ° For uniformly loaded beams only. 4�a 1 min. 5Yi' 1%4, "I'I Ight fit • Rectangular holes are not alliowed. BEAM ON 7Y4"to 20" 2" —71 No holes In cantilevers. COLUMN CAP See illustrationforAllowed Hole Zone Boundary nailing - W Web ;Stiffener Size W Web Stiffener Size Variable slope joist hanger. Verify cuENT MASTRO • Sd (22 ) common Install proper blocking to z" 2" x i25/6' minimum 2%6" 7/" x 27/16" minimum See FLOOR SPAN TABLES and capacity and depth limitations. o DATE • No holes in headers or beamis in plank orientation, at 4" on-center* support all panel edges 3 5 �� 5 �� i �� �� 5 �� B3 B3W GENERAL NOTES in current N6 �� > 1/4 / x 2/6 minimum 2/ 1 x 2/6 minimum Trus Joist literature for exceptions Straps are not required with slopes of 3 per foot or less �I A3.4 *See Trus Joist Framer's Pocket Guide y� 216' Y4'x 2%6' minimum 32" 2x4 w DRwN BY sc � CHK'D BY Trus Joist rim board for shear for additional installation specifications. Load bearing or shear wall above BIRDSMOUTN CUT blocking between Joists). Field BEARING FOR DOOR (must stack over wall below) cn DATE 1v17/o9 g { � OR WINDOW HEADER Allowed at low end of foist only = trim to match joist depth at Web stiffeners required Load from above Blocking panel CD REVISIONS outer edge of wall or (locate on DATE ISSUED if sides of hanger do not Bearing late: 5/18/12 FOR BULDn GPERW wall to match joist depth. Strap per code if top 9 P laterally support at least Flush plate with inside Beveled web Y plate is not continuous 3/" of TJI0 joist top I stiffeners on over header f lange face of wall or beam /6 c� f both sides I-- II 2 I ► / Top f lange hanger Web stiffeners required o ® a sq4 minimumuash blocks q _ Maximum allowable V-cut TJI rim joist Fat mount q each side at BIN co .,oe No. — hanger -0\ 0 O 7 2 Use 2x4 minimum squash blocks See FLOOR SPAN TABLES and ���� z SHEET NO. A2 Must have 1 3/4' minimum joist to transfer load around TJI gI gIW GENERAL NOTES in current ��' Q SB SHEAR BLOCKING and VENTILATION bearing at ends Hl H3 C5 R5 p 2x4 block for HOLES...Roof'Only g �Z joist soffit support o J J Q