The URL can be used to link to this page

Home My WebLink About38446-Z FFOI Town of Southold Annex 2/4/2014 P.O. Box 1179 : 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 36752 Date: 2/4/2014 THIS CERTIFIES that the building ACCESSORY Location of Property: 250 Pine Tree Ct, Cutchogue, SCTM 473889 See/Block/Lot: 98.-1-7.11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 10/24/2013 pursuant to which Building Permit No. 38446 dated 10/24/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: UNHEATED NON-HABITABLE ACCESSORY TWO-CAR GARAGE WITH POOL CABANA AND COVERED PATIO AS APPLIED FOR PER ZBA 5340M DATED 02/12/2014 The certificate is issued to Gulmi, Joseph & Braver, Susan (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0126 10-24-2007 ELECTRICAL CERTIFICATE NO. 7751 07-24-2004 PLUMBERS CERTIFICATION DATED 12-24-2013 Cutchogue East Plumbing & Heating, Inc Autho cd Signat re +TOWN OF SOUTHOLD Aww BUILDING DEPARTMENT TOWN CLERK'S ICE 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 38446 Date: 10/24/2013 Permission is hereby granted to: Gulmi, Joseph & Braver, Susan 250, Pine Tree Ct Cutchogue, NY 11935 To: construction of an unheated accy garage and cabana per conditions of ZBA decision # 5340 as applied for. Replaces BP 36206. At premises located at: 250 Pine Tree Ct, Cutchogue SCTM # 473889 Sec/Block/Lot # 98.-1-7.11 Pursuant to application dated 10/24/2013 and approved by the Building Inspector. To expire on 4/25/2015. Fees: PERMIT RENEWAL $148.50 CO - ACCESSORY BUILDING $50.00 Total: $198.50 Buildin or r TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE !6~ SOUTHOLD, NY f 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 36206 Date: 2/28/2011 Permission is hereby granted to: JOSEPH GULMI 250 PINE TREE CT CUTCHOGU, NY 11935 To: CONSTRUCTION OF AN UNHEATED ACCY GARAGE & CABANA PER CONDITIONS OF DECISION # 5340 AS APPLIED FOR.REPLACES EXPIRED BP # 34076 At premises located at: 250 PINE TREE CT CUTCHOGUE SCTM # 473889 Sec/Block/Lot # 98.-l-7.11 Pursuant to application dated 2/28/2011 and approved by the Building Inspector. To expire on 8/28/2012. Fees: PERMIT RENEWAL $297.00 Total: $297.00 Building Inspector FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34076 Z Date JULY 28, 2008 Permission is hereby granted to: JOSEPH GULMI 250 PINE TREE CT CUTCHOGUE,NY 11935 for CONSTRUCTION OF AN UNHEATED ACCY GARAGE & CABANA PER CONDITIONS OF DECISION # 5340 AS APPLIED FOR.REPLACES EXPIRED BP # 31932 at premises located at 250 PINE TREE CT CUTCHOGUE County Tax Map No. 473889 Section 098 Block 0001 Lot No. 007.011 pursuant to application dated JULY 28, 2008 and approved by the Building Inspector to expire on JANUARY 28, 2010. Fee $ 279.00 Authorized Signature ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31932 Z Date APRIL 21, 2006 Permission is hereby granted to: JOSEPH GULMI 250 PINE TREE CT CUTCHOGUE,NY 11935 for CONSTRUCTION OF AN UNHEATED ACCY GARAGE & CABANA PER CONDITIONS OF DECISION 45340 AS APPLIED FOR at premises located at 250 PINE TREE CT CUTCHOGUE County Tax Map No. 473889 Section 098 Block 0001 Lot No. 007.011 pursuant to application dated APRIL 20, 2006 and approved by the Building Inspector to expire on OCTOBER 21, 2007. Fee $ 279.00 Authorized Signature ORIGINAL Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new user 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit' Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957)'non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. l d ~3 y/ 3 New Construction: Old or Pre-existing Building: ? (check one) Location of Property: 2 5-13 1'1~/ ~ E C -r C v TL /?It, 6.01 £ House No. St I Hamlet Owner or Owners of Property: ~ ;f Cyji , iy - / A K,4 v~ Suffolk County Tax Map No 1000, Section "Block Lot " Subdivision Filed Map. Lot: Permit No. 3 }.u Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board-Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ !i_0- a r ~ Applicant Signature Nassau Suffolk Electrical Inspec ' P.0.13ox 549 • Aquebogue, New York 11931 Tel: 631-591 • Application: 7751 Date:7/24/07 DEC 4 Issued to: Beaver/Gulmi L__...__ 6LDG: DEeL- TOVIN OF SOUTNOLD Address:250 Pine Ct Village: Cutchogue Introduced By:: Kaufinan Electric License#:2270-E (;s)) iff- my was examined and approved up to the above date and was in compliance with the NEC NevHxrle 1stFkmrEl Resid WIM Phol Oat Garage B39mlent 2nd floor Corrnadd Flot Tub PdAm Switches Receptacles Fixtures G.F.I. Range Hood Smoke Detectors 12 6 16 9 Fans Dishwasher Washer/Amps Dryer/Amps Oven Insta hot Range/Amps 1-Ex Bath 1 1 1 1 Furnace Oil Gas Heat Zones Whirlpool Bell Transformers Meter Amps Phase Motors Other Equipment: Pool Cabana & Detached 2 Car Garage ut Res -Ma& ~o ~oLE ~9~b irux kA 40 This certificate must not be altered in any manner pf SO Town Hall Annex 54375 Main Road oad P.O. Box 1179 co Fax (631) 765_9502 -G ~ _ - Southold. New York 11971-0959 BUILDING. DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION' Date: G y l~ Building Permit No. o I Owner: t! J / (Please print) Plumber: Ct C ~S411p Cv~G r': / - 1 C (Please print) 2577 I certify that the solder used in the water supply system cont lead. ains legs than 2/10 of 1 w (Plumbers. Signature) Sworn to before m~e~ this dayof onn:t, 20 p 1 Pti ft, D. BUNCH tir\ Nary PubNC &ate of New York NO.01SU016M OwtMNd in Suffolk County COMMWNon EXpMes Apfflt 14. ? 0 Notary Public, S{-p6-~2"unty TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: a~t~?z-Q ~-a.. ai2t DATE / G 7 INSPECTOR ' TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARK'S: /1/~ D'"''`1 Jas DATE 7-// a INSPECTOR ~AAtf Sou% ~6 6 3~ 2 W4~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ NAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUG ) [ ] ELECTRICAL (FINAL) REMARKS: «fj /-J® DATE ! INSPECTOR 3 ~o~~,oe soaryo6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 CATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: LOI~- o 1 ~,6A aeA C o DATE lZ z INSPECTOR JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 Date: May 8, 2006 To: Town of Southold Building Dept. Re: First & Second Foundation Inspections Joseph Gulmi 250 Pine Tree Ct. Cutchogue, NY 11935 Permit# 31932 To Whom It May Concern: First and Second Foundation inspections was preformed at the above-mentioned construction site, and the damp proofing was installed correctly and meets all state and local building codes. Any other questions please call. NEK,YO 4V ~S.DE q,~a Sincerely r W~~ 2 J es J. Deerkoski J $ ~dW JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 Date: June 23, 2006 I n To: Town of Southold 23 Re: Framing Inspection Joe Gulmi 250 Pine Tree Court Cutchogue, NY 11935 Permit # 31932 To Whom It May Concern: A Framing Inspection was performed on the above mentioned structure, and all framing was done as per plan, and also meets all state and local building codes. Any questions please feel free to call. C P~v~t,twyp 4b DESincerely n es J. eerkoski P.E. ~,o • 0725~~ \ i JAMES J. DEERKOSKI, P.E. JUL 5 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 Date: June 28, 2006 To: Town of Southold Building Dept. Re: Plumbing Inspection Joe Gulmi 250 Pine Tree Ct. Cutchogue, NY 11935 Permit# 31932 To Whom It May Concern: A Rough Plumbing inspection was preformed on the above property. A pressure test was performed on the plumbing system, and vent stack filled. Any other questions please feel free to call. ~ pF M 5 DEEgI q W S cerely A °q~r aP~ Jam J. er oski JAMES J. DEERKOSKI, P.E. NL 260 Deer Drive Mattituck, N.Y. 11952 ? _;a;_ (631) 298-7116 nr ' To: Town of Southold Building Dept. Date: July 7, 2006 Re: Insulation Inspection Joe Gulmi 250 Pine Tree Ct. Cutchogue, NY 11935 Permit #31932 To Whom It May Concern: After an Insulation inspection was performed on the above property, it is deemed that all Insulation was installed correctly, and meets all building codes. Any other questions please call. k 4Q r Sincerely um w es . Deerkoski ~~A9 G• 0726 O S. I m JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mat(631) 29988--7 7116 I~ 3 2~ U (631) 16 J? Date: July 11, 2007 oEPHD'~ To: Town of Southold Re: Strapping Inspection Joe Gulmi 250 Pine Tree Ct. Cutchogue, NY 11935 Permit#31932 To Whom It May Concern: This letter certifies that all wind strapping on the above mentioned project is in tact, and meets all state and local building codes. Any questions please feel free to call. ,~~0 W yO 5 ncerely ~ tt r w ~ J e o ' P.E. FO '1!0.072 A9~ES. `QNP FIELD INSPECTION REPORT DATE COMMENTS Orrs ~ FOUNDATION (1ST) -f FOUNDATION (2ND) rA ~ O y ROUGH FRAMING & PLUMBING INSULATION PER N. Y. STATE ENERGY CODE cv1R.Q. , FINAL - -D - k ADDITIONAL COMMENTS 0 - o a Z '~3' Q7 z -1 - mb i ~ ~ ne d aO~ 7-7,0 E - v o C. C). o y `C x o ~ b y COUTHOLD BUILDING PERMIT APPLICATION CHECI$, DEPARTMENT Do you have or need the following, before app iLL Board of Health JLD, NY 11971 0~ U 4 sets of Building Plans t631) 765-1802 r Planning Board approval AX: (631) 765-9502 Survey www, northfork.net/Southold/ PERMIT NO. Check septic Form N.Y.S.D.E.C. Trustees Examined 20 01b _ Contact: Approved a / , 2049j(l Mail to: Disapproved a/c Phone: Expiration 0 20- Q 7 16J.L__. Building Inspector r uR 2 APPLICATION FOR BUILDING PERMIT Date 3 f4Silil p, 205 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways, c. The work covered by this application may not be commenced before issuance of Building Permit, d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for emoval or demT herein described. The applicant agrees to comply with all applicable laws, ordinances, building cc , housing codelations, and to admit authorized inspectors on premises and in building for necessary inspections. 1^ ^ / ~ V 1--, ( ignature of apt licant or name, if a corporation) asv P(„ i Ap-q- C ow\x ~ p(ML~ailing address o applica, t U*,k State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder C7W IZ Name of owner of premises OS(Z Q?) GW PA 1 OXA S AS-A6~ IZ'(1 \)C 2 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Loccation of la~d on which proposed work will be done: cD 5-D iN -FZl~ _ Coln(-T vt~ IAoc~v~E -It I'J House Number Street ?',A'S ~taY trV0 to what, , ~C ~Tl , `3AD f.'9 .c!A County Tax Map No. 1000 Section 9s- B1 t`"1Irk ni h SnuDne>+e~t -7 . j Subdivision Filed Map No. 3 Lot (Name) State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy S1 5 t ' Fm- 'Pm / t 2es.,0" 4r E' b. Intended use and occupancy v~~Jt~l (C C7 P 3. Nature of work (check which applicable): New Building ~ Addition Alteration Repair Removal Demolition Other Work ge(Description) 4. Estimated Cost ~°.3J~ 6~-) D Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units A) Number of dwelling units on each floor If garage, number of cars +wL) 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front -76.9 Rear -7 E, cj Depth `11 6 Height j (a ' Number of Stories Dtie Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories Gnnn1e C y' G "47e-45' G,If¢r)7e do 8. Dimensions of entire new construction: Frontcros"10'1 10 Rear C11'a,~,~ ` t c Depth Height j Number of Stories A) el 9. Size of lot: Front 3 19 Rear d S Ll. ~ D Depth (P3 ~ C 3 10. Date of Purchase 198} Name of Former Owner AoI1111 GMI ('3 awl f 11. Zone or use district in which premises are situated 'c 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO -A Ubt~t v &n,ny ?A(ziAN e 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises~Ok-PNC'A wm,Suzg'c+tAddressdiUayolarz(t Phone No.Ga3i 334 }may Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES T NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES K NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF Sufiq)14G ) Jose q) (4 C,, 4,4, being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the Ow t1 C (Z (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, an at the work will be performed in the manner set forth in the application filed therewith. Sworn o before me this / y of M,0 20 Q (O Notary Public LINDA S. CARL80N Sign ure of Applicant Nebvy Na ft Sft of Nw York Qusliflsd In 8ullolk Sri 09 ComnYelon Expire Nov. 14, gOFFO(,(- APPEALS BOARD MEMBERS p~ CO Southold Town Hall Ruth D. Oliva, Chairwoman o~ 53095 Main Road Gerard P. Goehringer ca Z P.O. Box 1179 Lydia A. Tortora • Southold, NY 11971-0959 Vincent Orlando ~l' p! Tel. (631) 765-1809 James Dinizio, Jr. Fax (631) 765-9064 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF FEBRUARY 12, 2004 Appl. No. 5340 - JOSEPH GULMI and SUSAN BRAVER GULMI Property Location: 250 Pine Tree Court, Cutchogue; Parcel 98-1-7.11. SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicants' 1.1324 acre parcel is situated at the end of Pine Tree Court in Cutchogue, with frontage along a 50-ft. wide right-of-way along the northerly and westerly lot lines. The property is improved with a one-story frame house with attached garage and deck areas, and a small shed structure, as shown on the December 20, 1989 survey prepared by Peconic Surveyors, P.C., amended March 7, 2001. BASIS OF APPLICATION: Building Department's March 4, 2003 Notice of Disapproval, citing Section 100-33 in its denial of a building permit application concerning a proposed accessory swimming pool, garage, and shed in a yard other than the code-required rear yard. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on July 24, 2003, October 9, 2003, and January 22, 2004, 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: AREA VARIANCE RELIEF REQUESTED: Applicants wish to construct accessory structures in the front yard area with setbacks as follows: (a) an in-ground swimming pool structure at a minimum of 30 feet from the northerly and westerly front lot lines; (b) an accessory frame garage and cabana structure at a minimum of'40'9" from the northerly front lot line and minimum of 53 feet from the westerly front lot line. The original locations were shown on hand-drawn alterations of the December 20, 1986, amended March 7, 2001 by Peconic Surveyors & Engineers, P.C. The setback on the initial hand-drawn sketch requested front yard setbacks at 25 feet. ADDITIONAL INFORMATION:AMENDED RELIEF. On November 20, 2003, the applicants submitted a plot plan and elevation plan as requested by the Board prepared by John MacLeod Riba, Inc. dated November 16, 2003. Page 2 - February 12, 2004 Appl. No. 5430 - J. Gulmi and S. Braver CTM 98-1-7.11 at Cutchogue REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the relief requested will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The applicants indicate that they want to use to cabana and garage with installation of both water and electricity for their own private use related to the new pool, but not for habitable or sleeping. Several of the lots in the area are improved with accessory buildings in the front yard areas. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. There is limited rear yard available to place accessory buildings because the house is situated closer to the southeasterly corner section of the property, leaving two very large front yard areas and a large side yard area, also requiring relief from the code restrictions. 3. The variance granted herein is substantial. The accessory buildings are located entirely in a front yard area instead of the code-required rear yard, and the property is adjacent to wetlands on the easterly border. 4. The difficulty was self-created when the lot was created from a much larger parcel of property, resulting in two front yards, and the house became situated closer to the south/easterly border of the property. 5. No evidence has been submitted to suggest that a variance in this waterfront community will have an adverse impact on the physical or environmental conditions in the neighborhood. 6. Grant of the relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of accessory structures, 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 Orlando, seconded by Member Tortora, and duly carried, to GRANT the variance as applied for, as shown on the John MacLeod Riba, Inc. dated November 16, 2003, and SUBJECT TO THE FOLLOWING CONDITIONS: 1. Only the utilities of water and electric will be permitted in the garage and cabana shed. 2. The pool shall remain open to the sky (not be enclosed or roofed). Page"3 - February 12, 2004 Appl. No. 5430 - I Gulmi and S. Braver CTM 98-1-7.11 at Cutchogue 3. The buildings and structures shall not be rented separately from the home. 4. No heat is permitted, and no living or sleeping is permitted in the accessory buildings. 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. Vote of the Board: Ayes: Members Oliva (Chairwoman), Orlando, Tortora, and Dinizio. Absent was Member Goehringer. This Resolution w my adopted (4rnrn0 Z ~V Ruth D. Oliva, Chairwoman 211g104 Approved for Filing New York State Department of Environmental Conservation _ Division of Environmental Permits, Region One Building 40 - SUNY, Stony Brook, New York 11790-2356 Phone: (631) 444-0365 • FAX: (631) 444-0360 - dhillia Website: www.dec.state.ny.us Erin M. Crotty Commissioner Letter of Non-Jurisdiction - Tidal Wetlands Act April 7 2006 Susan Braver & Joseph Gulmi 250 Pine Tree Ct Cutchogue NY 11935 Re: Braver & Gulmi Property, 250 Pine Tree Court, Cutchogue DEC No. 1-4738-02789/00002 Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that the property landward of the 10 feet elevation contour, as shown on the survey prepared by John Metzger, dated December 20 1986 and last revised December 20 2005, is beyond the jurisdiction of Article 25 (Tidal Wetlands Act). Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6 NYCRR 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 an adequate work area between the tidal wetland jurisdictional boundary and your project (i.e., a 15 to 20 feet wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly yours, George W. Hammarth Deputy Permit Administrator cc: Marine Habitat Protection Unit ho~aOF SOUIyOIo 'Foam 11:111 Anucs # # Tclcphouc (681) 765-1802 54375 Main Road w Fa.Y (631) 765-9502 P.O. Box 1179 O Southold, NY 11971-0959 coulm, BUILDING DEPARTMENT TOWN OF SOUTHOLD FIRST NOTICE February 2nd, 2011 Joseph Gulmi (S Susan graver 250 Pine Tree Court Cutchogue, N.Y.11935 RE: 250 Pine Tree Ct. SCTM: #1000-98.-1-7.11 To Whom It May Concern: Please be advised that your Building Permit # 33278 & Building Permit 34076 have expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued before use of the structure. To renew your Building Permit, please submit a fee of $453.50; at that time, we can schedule an inspection by one of our Building Inspectors. If you have any questions, please call us at 765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. BP# 33278 ALTERATIONS/ADDITIONS $ 174.50 BP# 34076 ACCESSORY GARAGE & CABANA $ 297.00 C-'L Sr )O/0 0i2 g o v oc) -X Ic -7 y6gs SO Town Hall Annex yy Telephone (631) 765-1802 54375 Main Road T Fax (631) 765-9502 P.O. Box 1179 rn ac Southold, NY 11971-0959 ~O A-UIVT(,N BUILDING DEPARTMENT TOWN OF SOUTHOLD December 19, 2013 Joseph Gulmi 250 Pine Tree Court Cutchogue, New York 11935 TO WHOM IT MAY CONCERN: The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of $50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411)84) Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. BUILDING PERMIT - 38446-Z accessory garage and cabana o / PA RK / PROPERTY, 250 PINE TREE CT. S 9g ° 4e'50. E. I CUTCHOGUE, N. Y. \ 6y 3% LI q 149.66 ' Q ~ ! b b`~' SJ col Zoo e A E, pC1 4 coo ~ N p~ SCR _ Cel gr. .NO a , E P X co } I o ~c o c_ o . Zo i r) 5 4 ' y y a o o N' i w. C SS ,e VVV ? \ w \ Pfn~ ! 2S' \~O c V Z I ~z N, a = D I C~ r. hs 5D _ T C: -a It > - vJIO s3~~ ~('r2 t o r 11 ~o FA w O _ Of p ~flt• 9a 9. r•D~ l 1 P r CI, .90 It 0C. L \ \ ~g3 Q~. N. 85 ° 4 aj' o 'PN s V E. 50 i IN °2Q g3 02. 6' \0 AREA = 1. 1324 ACRES N•63 .5 /00=) 12 r ~~C 254.30' 1 Z N Z C/ F 11 ~d CERTIFIED TO= HJq AMERICAN TITLE INSURANCE COMPANY D~ Mq R DORfS TITLE NO. 836 ToR~~~ A ni \ JOSEPH B. BRG(XMf AVER 03 > 80uP 3'00~Slit O/Pyy O 'Si3;/ ~ c1 e± ; ~'i3~ © SURVEY FOR JOSEPH E. GUL,'VII AN .SUSAN B. BRAVER G 311/0 a A T CUTCHOGUE j*OF Negp y "g il '~ae~ M 3 TOW.V OF SOUTHOLD MaY ~o~ new µs,)~ y N'[.Me Q Jy /7aoo4 (prop p y-r co.17.+ti [ e ~ P O• SUFFOLK COUNTY, N. Y. FLOOD ZONES ~i FROM FIRM 1Qc'd - 98 - 01 - 711 N.Y.S. LIC.N0.49618 MAP# 3610300164 G MAY 4,1998 SCALE Y" = 40' DEC 1986 S 8 ENGINEERS P.C. N CONTOUR LINES AND WETLANDS ARE TAKEN , AX (631) 3I) 765 - 1797 FROM THE FIVE EASTERN TOWNS TOPOGRAPHIC SEPT. 2019;2000 (Contours, Wetlands G Flood Zones added) P.O. P MAPS Nov.' P9, 2000 (prop. additions) 1230 LER STREET Jan. 2, 2001 ( MH pM. ) SOUTHOLD, N.Y. 11971 MAR. 7, 2001 (wood decks ) APft 22, 2002 ( MW ) 86 - 723 ~ o i P q R K ° PROPERTY, 250 PINE TREE CT. S. BS ° , CUTCHOGUE, N. Y. 4 2 5 E. /99.66' g _ O ~a a2 \0 zco X oh a pip Z T ;ad i o'• NEV! 'a -4 04 ~11 0~ 1~ I Z z a •A 1 Q D I o. sac SO' h3eypo a - - ~a.¢-- - ° T. N 0 5 i~ G( Z t~ C I r O p{P o ~ ~ff~Y 65~- gd o~°°~r A r Go a WL sr °5( N. i I - c P' OP i ll P'In d' Seen < ov' - _i_ 90 l ~ ~ C3 0 \ E `g3 02~ fJ N. 85 ° 42 S0 in c.P. / o 630 2Q 5 636 ~0 W. I ti AREA = 1. 1324 ACRES 254.30, V _ ? n Z N/ Q/ F y 1 0, CERTIFIED TO, p0 INSURANCE COMPANY NJA - MAR " 01 A ^'1 I AMERICAN NO. 0/7 - 110836 D r ~lS TQ JOSEPH E. GULM! O Z RNLIJAIp ~I \ SUSAN B. BRAVER O 0 _T' SURVEY FOR JOSEPH E. GULAII AND .SUSAN B. BRA VER cP~~oF New~o y'O~at. MFTZC AT CUT. CHOGUE TO WNA OF SOUTHOL D M r ~a -':20414c- Wei)) ) R~ SUFFOLK COUNTY, NY FLOOD ZONES FROM FIRM 1000 - 98 - 01 - 7 11 / % 49618 MAP# 36103CO164 G MAY 4,199E SCALE 1" = 40' ' CONTOUR LINES AND WETLANDS ARE TAKEN DEC. 20, 1986 P31) 765-5020 U EYOR S P.C. \N FROM THE FIVE EASTERN TOWNS TOPOGRAPHIC :?EPT..1912000 (Contours, Wetlands S Flood Zones added) P.O. FAXf6 765 - 1797 P MAPS Nov. 29, 2000 (propP. additions) P.O. BOX 909 Jan. 2, 2001 ( MHWM.) 1230 TRAVELLER STREET ER MAR. 7, 2001 (wood decks) APRIL 22, 2002 ( final) SOUTHOLD, N.Y 11971 oc '7n o ' SCOHS Ref's R/i7-bFt'-O/2~ PARK PROPERTY+ 250 PINE TREE CT. 42 509E CUTCHOGUE, N. Y. 31 I"O i /49.66' QX~ i R i i 1 Idle AEA 3 , \o 14- ' 1R_ a 00 120 Z4 5 ~P~. ji0 Z PP a `h Noµ P X80.. SEPT/C M~A50REMENTS o Q d$p A. B• o- A , s* sad' \ is w S7 17~ 34~~ 1 L P 311 54 1- 20 c g°.e s~ <w~J -r s y. ~a s t\ \ t it g; .low hys~o OG i~ I'p• _ w FO x~i - ff•f~Z 0 3 ~Re yy• 9ayyt l~°"u~ i l~ ~ ~ ~ /gyp I ~ `3~ sravE sroc / le 9o ao s rR~N (A 7 1 rr , P X93• s`e2A~• N85~ 4250^ Iy 0 2A 03 63 s• 6'`0 4-RE4 ='1 1324 ACRES N 254.30' 1 Z N Z NI O IF CERTIFIED TO, ~J ~ AMERICAN TITLE A ' HJALMAR $ DORIS TOR/V/ b Rnil I JOSEPH E. OG(LAN 110836' EOFN Iyr in Z UND HI \ --SUSAN 0. BR4VER--cl 'T.MET2 O v1~ SURVEY FOR DEC 24 2013 JOSEPH iF GUW AND SUSAN B. BRA VER AT CUTCHOGUE 5e,-1. 2720'C7 ~ o,/) CANO TOWN OF- SOUTHOLD May zo, wow ///)d- well i J~4Y /7 Zoo 4 (prop pa.r z Go,()a+~.~ SUFFOLK COUNTY, N. Y. 5«.9 ~.5 ? G 1000 - 98 - 01 - 711 DEC. 17, 2005(CONTOURS) N.Y.S. LIC. NO.49618 Q~v YF = DM96 loan CQW- FM77 SCALE 40' Dec. 20, 2005( cmt s / PECONIC LIEYORS 9 ENGINEERS PC. DEC. 20, 1986 Afay s 2ooo(rev'y'o^s) 1631) 765- 5020 FAX (63)1 765 - 1797 FOOD ZONF_S FROM F117M SEPT. 19i2000 (Conlows,. IYINads d Flood Zones added) P\ MAP# 36I03CO164 G MAY 4, 1998 P.O. BOX 909 N - Nov. ft 2000 ( ropp. adallons) DEG 11,2,z6(wc ~LNC=1 1230 TRAVELER STREET Jan. 2, 2001 f MHWM. ) Wr'4 tOOr r= Ff"U SOUTHOLD, N. Y. //91,7/ CONTOUR LINES ARE REFERENCED TO NGVD MAR. 7, 2001 (wood decks ) APRL 22, 2002 (Md ) 86 - 723 GULMI / BRAVER RESIDENCE WINDOWS: CODE COMFL__1ANGE T (Q s -Ol p I I . 1 NOTE: I ALL WINDOWS IN HABITABLE BULL MEET I REOWIIREMEMe CF THE THE NYS 78 BUILDING CODE I 1 I FOR LIGHT, VENTILATION AMP EGRESS. D -o' O I 1 ' i NOTE: N n ~ i I ALL NEW WINDOWS SHALL MEET THE NYS CODE FOR: i I Q L ENERGY CODE COMPLIANCE 4 2. WIND PRESSURE DESIGN LOADS 3. AIRSOFM OBJECT IMPACT LOADS OR AS or I „ 3068 s:~768 \ ` - o I i I ALTERNATIVE, PROTECTION SHALL BE PROVIDED > N } _ IN COMPLIANCE WITH SECTION 1608 AND oil/ Ole, A /L W 3 TABLE I609JA del N L) p R or I PROTECTION METHOD Vr COMPLIANCE: \1; / I WOOD STRUCTURAL PANELS WITH A MINIMUM THICIQ.':~ . OP 1/16" I (IU MM) AND A MAXIMUM SPAN OF 8 FEET SHALL BE AET11T'ZD FOR FOR 1 I \WsW UTILITY TL/OM ti ! R'i I OPENING PROTECTION IN ONE AND TWO STORY BUILI. G5, PANELS ELO Q X 2-12'. M.LAM / I SHALL BE PRECUT TO COVER THE GLAZED OPENING . 'WITH ATTACHI'IENT HARDWARE PROVIDED. ATTACW'ENTB L ALL BE 19 O DESIGNED TO RESIST THE COMPONENTS AND CLADD : G LOADS DETERMINED IN ACCORDANCE WITH THE 1 PROVISIONS Cf 160"5. ATTACM'IENT IN ACCORVA' u' r rr. WITH TABLE 1608.IA 16 PERMITTED FOR BUILDINGS IV, A 4 I I ~ Iv IL. i I MEAN ROOF HEIGHT OF 33' OR LESS WHERE WIND SM r~5 z 4i rA y_GII I `g~_811 ~ Y V V I 16" DO NOT EXCEED B0 MPH. I N I H 2X RR s 16~`OC. 2X10 RR 10 RR 5 b" BUILDINGS IN CATEGORY IV AS DEFINED IN TABLE IG. :B 12 RIDGE ~I . • I i 2X10 RIDGE a 2X B .y. I 9 INCLUDING GREENHOUSES AS DEFINED IN 160833, I 4 4 I N I 0 i 0 6;! fl* - NEY,U' TYVO GA bARA6E O COVERED PATIO TABLE 19,01WA N % HEW WIND BORNE DEBRIS PROTECTION FASTENII Vi k 44EDULE OOUT6 ING r ; ,I;MAN~BIWS O i ' I FOR WOOD STFmIcTURAL PANELS lalp,e) 1 PASTENER SPACING I _ 4 I I O i li 4s ' FASTENER PANEL aPAN PANEL OPAN 4!'OOT 6 FOOT W T ~ O TYPE < 3 FOOR G 4 FOOT <C ~O? AN I: I m z1I1 I ~Q ROC • ~ I W 2-12" MLAM '2868 21'2"6 I6" 16" IP" V. Q JjC I LL'OOD San" X 2W. go 0 I LLbOD OGf'!ELL'6 1I1 N to I % i L ryryi O NID m 2 X2-2X5 IK a. THIS TABLE 16 BASED ON A MAXIMUM WIND SPEED '3 SECOND GUST) OF BO MPH AND MEAN ROOF HEIGHT OF 33- FF OR LESS. LESS. II 0 i b. FASTENERS SHALL BE INSTALLED AT OPPOSING I3 ::)S OF THE FIE calla ; ' 1 o WOOD STRJCTURAL PANEL f•WO2 8R I Q c WHERE SCREWS ARE ATTACHED TO MASONRY OR :'A80NRY1 ri > ll! OU ~ wi F I is STUCCO, THEY SHALL BE ATTACHED UTILIZING VISI ,aTION- z w~ m 8'-0" GARAGE DOOR 8'-0" GARAGE DI I RESISTANT ANCHORS HIAVING AMI7NIMUM ULTIMAT=E. I ' " GARAGE DOOR I WITHDRAWAL CAPACITY OF 490 POUNDS I 5 may. N _ I I ' I 95-0" F'Nr INDEAWRITER' "STIFICAI 19 j uoi NEW SEPTIC TALL , STEM TO CODE FOR NEW IO--4 11-4 101-0- 101-01 '-0 m l9 n U a1 REQUIRED THROOM 5'-0• :'r-a^ r-e^ 7'-a" CERTIP^'T'^" OF < W NAILING & I IONS ~Laa~ ROOF FIL. N SCALE I,a -0.. 10 REQUihEU. p_I O 1 2 5.4 5 10 IS z <v /i 00 v :Y ALL CONSTRUCTION SHALL z - NOTE A: STRAFfING AND HURRICANE TIES: 4 E• THE REOUIREMENTS OF THE -1 1` p CEDAR SIDIH6 TO MATCH EXTb , v I. Iri-r>-r, IkI A/'Y-/'11?n Aklrl= nnnriS nF-NEW YORK STATE. v F uJ 15" BUILDING PAPER 1/2"CDX PLYWD 5NEAVIN6 NEW FRAM 'NC; I(;,)= t-ULLT C.VIYIY=L.I LLi Ilv r~vvv~w r'. 2X45TOD5a 1&' 0.0. WITH THE REQUIREMENTS OF NYS CODE. SEE ATTACHED Q FOUL ;ATION CON5TRL ~a;:~ . 7N CONSTRUCTION: Ul R-13 Poll- n aF~.ADED INSULATION :0?1. ANCHOR MOLTS NGF' IOR BOLTS 12" LONG DO NOT PROCEED WITH m III--- 1/2' M.R. SNP DETAILS ON FA: F- SP-2 24x24x12 DEEP • 3' OC. MAX 12" FROM MB~gRl1~ LLAr=RBOLTS - FRAMING J'; SURVEY Z 'SJ 2-2X6 TRV PLATE CONCRETE FOOTIW3$ BP I.: -3X3 BEARING PLAT OFFOUN- a._JCATION VV 1/2" DIAM ANCHOR BOLTn5~a~~4~b' O.G. 36" BELOW GRADE TI K POURED CON ryTE FOUNDATION -0U~NDATION HAS aaEN AFmOVED. O o SILL SEALER < NOTE A UNEXCAVATED WALL- ma TERMITE 5HEILD A50VE ~yABOVE •r 20,11 iDE x a" DEEP (300 FIBER6LA55 AFZOHITEGTIRAL `r 4" P.G. SLAM, NC,F ~3e1, CCUPANCY OR NOTE A RIFor: VENT ROOFING TO MATCH EXT6 6X6-10/10 Wa l PO+1 ED CONCRETE 5OM ROOFING FELT 4 Q FOt] ,f13 WITH 2-9 REBAR 'H 2-5 KEBABS IS UNLAWFUL ABOVE 2 RIDGE 1/2" GDX PLYWD SHEATHING VAPOR BARRIER Cal ;UOUS 2X12 RIDGE 2X10 RR o 16' O.G. % APr; - WATERPROOFING 1 ?F ,wo ING TO EXTERIOR : WITHOUT CERTIFIC NOTE A 2X12 RIDGE W/ R06C- VENT - OFF 4[>ATION WALL BELl 2X12 C-1. r 16" O.G. WITH ION WALL BELow GRADE PLUMB ABOVE 2X12 RIDGE Clp- ALL PLUM13IN ' T OF OCCUPANCY Lu A WATER LINE E , TESTING BEFORE ING ~.l OC I ILL ALUMINUM l; LDRS R&VrrW.9• g I6" O.C. WOOD FACIA TO MATCH EXT6 r VENTED SOFFIT VATED PLUMBER CER 1 .r TION N TO MATCH EXT6 U: "'XCAVATED 4" SLAB ABOVE ON LEAD CNT 1, AB ABOVE CERTIFI ATE OF PANCy APPROVED AS NOT p3~.y >-10/10 WII1M m UALM DATE: n LE ATTIC 2X12 G.J. a 16' O.G. 2 2X v, .,OR BARRIER 3ARRIER SOLDER USED 1 TER EE: . Fk' V a0 FIBBRGL455 INSUL 5 P TE NTE CEDAR 51DIN6 TO MATCH EXT6 Q „i,r; r••;:' 15" EUILDIN6 PAPER SUPPLYSYST _ NOTNOnFy': _ 1/2" GDX PLYWD SWATHING jp EXCEED 2110 0 EAD,766-1802 8 ,A ARTMEN AT It FOLLOWING If! i1 FOR H8 1L NOTE A NOTE A 2X4 5TUD5 0 16' 04. : d : "`r .•Y~.`•':• t' ABOVE ABOVE NOTE A L 1. FOLNDATION FOR PO URF' REQUIRE nJ ABOVE 4 2-2X4 TRL PLATE 9N SHADED AREA 2• RO EE cl~ UGH - F! CABANA Q 2CAR GARAGE SILL SEALER t Q DE ~i DE~.. PF2EbbED 20" BELOW 3. INS PLUMBIf ULATIGId COVERED PATIO TERMITE SHEILD j~ ;iTO TOP OF FOUNDATION WALL 4. FINAL - CC., } 5/e" DIAM. ANCHOR BOLTS 12" LONG • 3'-0" OC. MAX 12" FROM CORNERS BE COMPEER - ,4 MUST ALL CONSTRU-11 NOTE 4 2-2x4 BP 1/2 -3X3 5EARI PLATES UNDER BOLTS REQUIREMENTS C, ''I.L MEET THE ABOVF_ TRV YORK STATE. NO- 'DES OF E'W ? 4'-4~ 0'-O' g'-4• DESIGN OR CONSIni,. ONSIBLE DR LION ERR RS. u-F 2" THICK RIGID NOTE A P• S' P.G. FOUNDATION WALLS RETAIN STORM WATER RU OFF: ' INSULATION MIN ABOVE E: i ON 20" WIDE X S' Dom' PURSUANT TO SECTION 45- OC 24" VERT ! HORIZ. f 4' P. CONO 5LAD NU 6 XX 10/10 WNA1 i y .~i;; P.GONG. FT6 W/ (2) • 5 2S.-O. REBARS CONTINUOUS OF THE TOWN CODE. s ON VAPOR BARRIER ON GLEAN COMPACTED FILL SCALE = 1/4"-1'-0" 3 POUNI:~ATION PLAN A-I O 1 2 0 1 2 9 4 5 10 RWU WHI 4 - " COMPLY WITH CHAPTER "46" 2 5 GT1 ON WALE 1/411 1-0 10 FLOOD D4MAGE PREVENTION A-1 0 1 2 5 -4 5 10 SOUTHOLD TC'NN CODE., 1I j II II O N - n 6 RIDGE VENT CEDAR BLEND '.EDAR BLEND ARCHITEGTIJRAL RIDGE VENT - o 12 FI6ER6LA55 RC 'I5ERSLA55 ROOMNS TO MATCH EXTS > N CI ~ ~ ":4 F /,r _ I.- :s NEVENWTALUMISO mNIFMFITl EN ALUMIWM LOR5 4 GIJTTER5 SI ED SOFFITS TO MATCH EXTS - PLATE Aar . o Z IX 5' SQUARE TAPERED `~~x' • PLATE u 11 a O ~ ANDERSEN HISF OVER5EN HIGH PERFORMANCE WOOD COLUMNS ON a 9' CASEMENT WING : ET WINDOWS < DOORS ® ~J.L.JI ILU DECORATIVE WOOD SEE NOTES f iE E NOTES ~ uP~AGE A-I REGARDING SAWS PROTEGTIOh 'ROTEGTION FROM WINDEOFNE DEBRIS BASE PLINTHS n - PRAMED WITH 0 TREATED .2X4 ' AND SHEATHM Ul IN 5/4" MARINE 4 CEDAR 51DINS ;WAR 51DIN0 TO MATCH EXTS 00 no PLYWOOD WITH APPLIED WOOD 44 III PLATE TRIM PANE-5 I_ 11 1 1 FINISHED G HID] L III 111 11111 111 v FINISHED GRADE z I I PINI5HED 64RADE tu FINISHED &RAVE I I I I ~ Q j II I I I PC FOUNDAT r______________-fL L L=LI W ___1___~__l______J ON20' WIDE X! 420 FOUNDATION WALLS C` ' WIDE X 0^", DEEP 1 1 L___ I m 5" P.GONC. FT6 W/ REBAR5 CONTIN CONC. FTS WJ (V M 5 WARS CONTINJOUS LU' w O dWZ a O ELEVAT I ON SGAL = I,4"~,-0„ z SCALE ~ I~4 -0.. L A71 ON A-2 O I 2 5 4 5 10 10 a ~QCi Q A-2 0 1 2 5 4 5 10) N V N V w _ _ f. l) z z 4 ~ m LU 00 7~ lu z y RIDGE VENT CEDAR IDLE CEDAR BLEND ARCHITECTURAL d `r ~ N FISM&LASf FISER&LASS ROOFING TO MATCH EXTG RIDGE VENT ~m - 0 0 New ALUMIb NEW ALUMINUM LDRS { GUTTERS VENTED 50 VENTED SOFFITS TO MATCH EXTG PLATE PLATE ANDERSEN ANDERSEN HIGH PERFORMANCE CASEN~IT OASEMEIJT WINDOWS +I DOORS C~r z CEDAR 516 OMAR SIDING TO MATCH EXTG ? ? ? ?Y ? IrL 4 A Gyhg GVil4 ' 14 ???L ? ? PLATE LI-I 00 13 [AE11D I FINISHED GRADE i --__--___--J~ `LULL} FINISHED ISRADE I I m m L_----------- B" P.G. FOUNDATION WALLS CI- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -IJ ON 20" WIDE X B^" ,DEEP P,GONO. FTG W/ (4 N 5 REBARS OONTINJOUS a ELEVATION 5rALE ~LE~l,4Tl ON SCALE = I/4"=I'-0)" A-2 0 1 2 5 4 5 1 4 5 10 O I 2 5 4 5 IIO G ~ II 2E50 FIN THEE CCU T, C1 CUTC OeUE~ NY- m O ~ N ~ n COURT F N 58 42 10 E E 165.31' J ti S z I I 6S N ~ q i I g ~ ~2 S0 U g I F lu I ' ' A v Lu N 00 ~ z1'1 t Q O I ~ PROPOSED WN i 1 ST'' FRAMED 7Q \L I GARAGE 8 GA5ANA 966, I ~1I1 ' O W U Qwz w z o m~ 4 O ~ - O F J PINE J I I O Ir 19OH O N ~ N V w , v z 1 z S 63 24 W I111 m W 6.10' 4 QLd z~ v 00 < Li !tics ai 1 ri 'IC? LlWGLLIN(a v z ~ SS oN O~ SO EXTCZ D K ~m O o ~ U LLI v J-u Q INFORMATION ON THIS PLOT PLANS EASED ON THE SURVEY PREPARED BY ED BY PECONIC SURVEYORS • ENGINEERS P.C, SOUTHOLD, NY. v Q~ PROPERTY AREA - 1.1324 ACRES 11.1 I A TABLE TAKEN FROM AFBPA WOOL 6FA WOOD FRAME CONSTRUCTION MANUAL ~I FOR ONE 4 TWO FAMILY DWE ,MILY DWELLIN6S (14145 EDITION) GULMI / 5SAVER RESIDENCE TABLE TABLE 3.1 NAILING SCI AILING SCHEDULE GENERAL NOTES: DESCRIPTION OF BUILDING ELEMENTS -S NUMBER OF NAIL SPACING COMMON NAILS p 1. NBA EXTERIOR WALL CONSTRUCTION TO CONSIST OF SIDING MATERIAL 13. ALL FLUSH HEADERS TO HAVE TECO FASTENERS AT CONNECTIONS OP HEADERS reft 25. EACH TRADE IS RESPONSIBLE FOR CHOPPING 4 ROUGH PATCHING AS REQUIRED ROOF FRA ROOF FRAMING OVER 15 LB. BUILDING PAPER ON 1/2" CDX PLYND. SHEATHING ON AND EACH FLOOR OR CEILING JOIST MEMBER FOR THEIR PORTION OF WORK. 2x4 or 2"xb AD. HALL STUDS ® Ib" O.G. A/ 3 1/2" (R-15) or 51/2" (RI9) 2(o.CONSTRUCTION TO COWORM TO ALL CODES HAVING JURISDICTION. RAFTER TO TOP PLATE (TOE NAILED) 3-Bd PER RAFTER BAT INSULATION N/ 1/2" GYP. BD. INTERIOR. (3 COATS T 4 S). 14. ALL METAL JOIST HANGERS AND OTHER METAL CONNECTORS REQUIRED 3-8d (Me) PER JOIST (1) _ SHALL BE "TECO CONNECTORS" OR EQUAL AND SHALL BE CAPABLE OF 21. THESE PLANS ARE DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE NEW YORK CEILING JOIST TO TOP PLATE (TOE-NAILED) `.-NAILED) 8-Ibd (y j EACH LAP ry 13 0 2. INTERIOR WALL CONSTRUCTION TO CONSIST OF 2x4 AD. WALL STUDS 11 112" O.G. HANDLING LOADS ® CONNECTION POINTS. INSTALLATIONS SHALL BE IN STATE BUILDING CODE. WHEN BUILDING IN ANY OTHER JURISDICTION, EITHER INSIDE OR CEILING JOIST TO PARALLEL RAFTER (PAGE--NAILED) 4MENDATION5. OUTSIDE THE CODE, VARIATIONS MAY BE REQUIRED. IT IS THE RESPONSIBILITY OF THE PLAN CEILING J015T LAPS OVER PARTITION (FACE-NAILED) N/ (1) ONE LAYER 1/2" GYP. BD. EACH SIDE. (3 COATS T 4 S). STRICT CONFORMANCE WITH MANUFACTURERS SPECIFICATIONS AND RBCOMMENDATIONE NAILED) 8-I6d (~k0a j EACH LAP 12" FROM CORNERS PURCHASER OR BUILDER TO VERIFY SUCH REQUIREMENTS WITH THE LOCAL CODE OR COLLAR TIE TO RAFTER (FACE-NAILED) 8-IOd j PER TIE F*- n 3. FOR DIMENSIONAL CLARITY, NOMINAL DIMENSIONS ARE USED FOR M. FRAMIN6 15. INSTALL 5/6" dla. ANCHORS BOLTS (NUT 4 AA5FIM AT 36'-0" ox. At MAX. 12" FROM C( MEMBERS. 4" REFERS TO 2x4 ND. WALL STUDS Z 6" REFERS TO 2xb" WD. WALL NO LE55 THAN 2 PER SILL, AT ALL SILL PLATE ON FOUNDATIONS WALLS. ALL SILL PLA A1J. SILL PLATES EWORCEMENT OFFICER AND TO AMEND THE PROPOSED CONSTRUCTION AS SO REQUIRED. BLOCKING TO RAFTER (TOE-NAILED) 2-8d EACH END_ STUDS. DIMENSIONS ARE FROM FRAMING MEMBER TO FRAMING MEMBER C TO BE C.GA TREATED WITH ALUMINUM TERMITE SHIELD AND SILL SEALER BET KEEN M-I'VYEEN SEE ATTACHED PAGE SP-1 FOR ADDITIONAL CODE COMPLIANCE INFORMATION NOT FIN15H TO FINISH. FOUNDATION AND SILL. RIM E30ARD TO RAFTER (END-NAILED) 28. THESE PLANS ARE DESIGNED TO BE ACCORDANCE WITH NEW YORK STATE ENERGY 2-Ibd EACH END 0 CONSERVATION CONSTRUCTION CODE AND THE BOCA ENERGY CONSERVATION CODE FOR A WALL FRA WALL FRAMING a z 4. ALL STRUCTURAL I : AMING LUMBER TO BE DESIGNED IN ACCORDANCE 16. INSTALL 5" ALUMINUM GUTTERS AND LEADERS AS REQUIRED 6000 DEGREE DAY CLIMATE AREA ALTHOUGH THE STANDARDS SHOULD BE APPLICABLE FOR TOP PLATE TO TOP PLATE (FACE--NAILED) WITH THE RECOMMENDATIONS OF THE NATIONAL FOREST PRODUCTS IT. STRUCTURAL RIDGE TO BE SUPPORTED WITH 4x4 POSTS (U•O.N,) HIGHER DEGREE DAY CLIMATES, VARIATIONS AND ADJUSTMENTS MAY BE REQUIRED, AND TOP PLATES AT INTERSECTIONS (PAGE-NAILED) 2-I6d' PER FOOT DIVISION. ALL FRAMING LUMBER 15 TO BE DOUGLAS FIR HAVING THE i~ 4-Ibd JOINTS -EACH SIDE FOLLOWING VALUES: •1 fb=950 pal, E=15, set fb=850 pal E=15. 18. ALL 6YPSUM BOARD IN BATHROOMS AND BEHIND KITCHEN SINK AND WET APPLIANCES APPLIANCES SHOULD BE VERIFIED. HUD REQUIREMENTS, PARTICULARLY IF USING ELECTRIC HEAT MIGHT REQUIRE HIGHER INSULATION VALUES. STUD TO STUD (FACE-NAILED) 5. ALL FLOOR JOISTS SHALL BE LATERALLY SUPPORTED BY BRID61N6 OR IN KITCHEN TO BE WATER-RESISTANT TYPE. 2-I( d 24" O.G. BLOCKING ® INTERVALS NOT EXCEEDING EIGHT FEET. SPACING 15 TO BE 29. THE ARCHITECT HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION OF ANY KIND, HEADER TO HEADER (PAGE-NAILED) Ibd Ib• oz. ALONG ED6E5 CENTERED AT EQUAL DISTANCES. 19. IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO PATCH AND REPAIR ALL LL AND ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, TOP PLATE OR BOTTOM PLATE TO STUD (END-NAILED) 7-NAILED) 2-Ibd PER 2"x4" STUD ai EXISTING SURFACES ADJACENT TO KEN CONSTRUCTION (WALLS, FLOORS, CEILINGS) EILIN&S) SEQUENCES, OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK THERE ARE NO WARRANTIES, NOR ANY IMPLIED IN THE 3-I6d PER 2"xb" 5-W 0 6. ALL CATHEDRAL CEILING RAFTERS SHALL BE ANCHORED TO FRAMED HALLS TO ORIGINAL CONDITION. USE OF THESE PLANS. WITH 'HURRICANE CLIPS". SEE PAGE 910-1 FOR ADDITIONAL DETAILS. 'O EXISTING 30.DO NOT SCALE DRAWINGS. FOLLOW DIMENSIONS ONLY. BOTTOM PLATE TO FLOOR 4-I6d FER 2"x8" 5-W 20. CONTRACTOR SHALL EXERCISE GOOD JUD6EMENT TO MINIMIZE DAMAGE TO EXISTINB 1. ALL POSTS UNDER HEADERS OTHER THAN HEADERS FOR WINDOWS AND DOORS LANDSCAPED Z PAVED AREAS. ANY DAMAGE INCURRED AS A RESULT OF NEW C NEW BLOGKI NG G=AGE-NAILED) JOIST, BANDJOIST, END-1015T T, ENDJ0I5T OR 2-Ibd is PER FOOT TO BE MINIMUM 4"x4" (UNLESS OTHERWISE NOTED) CONSTRUCTION SHALL BE RESTORED TO THE ORIGINAL CONDITION. &RAVIN& AROUND NO AROUND NEW CONSTRUCTION SHALL SLOPE AAAY FROM HOUSE AND BLEND INTO EXISTIN6. ISTIN6. 8. INSTALL BLOCKING BETWEEN JOISTS UNDER WALLS RUNNING FLOOR FRAMING PERPENDICULAR TO JOISTS. BLQCKIN6 TO BE SAME 512E AS JOISTS. 21. ELECTRICAL WORK TO CONFORM TO THE NATIONAL ELECTRIC CODE AND ANY OTHER ANY OTHER FLOOR FRP NAILED) 4-8d PER JOIST APPLICABLE LOCAL CODES. PROVIDE MINIMUM M C ONE SMOKE DETECTOR IN EACH Bd t IN EACH BEDROOM J015T TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) HARDWIRED T06ETHER BRIDGING TO JOIST (TOE-NAILED) 9. ALL INTERIOR DRYWALL SHALL BE PRIMED AND PAINTED A/ 2 FINISH COATS. AND ONE ON EACH FLOOR, INCLUDING CELLAR SMOKE DETECTORS ARE to be HARDWIRED T PROVIDE MIN ONE HARD WIRED CARBON MONOXIDE DETECTOR AT EACH FLOOR LEVEL. R LEVEL. BLOCKING TO JOIST (TOE-NAILED) 2-8d EACH END 2-8d EACH END lu 10. DOUBLE RAFTERS AT ALL SKY LIGHTS. PROVIDE DOUBLE FRAMIN6 MEMBERS (SAME DIMENSIONS AS ADJACENT ROOF FRAMIN6) AS HEADERS 22. ALL FOOTIN65 SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM SOIL PRESSURE ftSSURE THIS CERTIFIES THAT THESE PLANS HERE PREPARED UNDER BLOCKIING TO SILL OR TOP PLATE (TOE-NAILED) ID) 3-I6d EACH BLOCK Z FOR SKYLIGHTS WITH TECO CONNECTORS OF 2 TONS PER 50. FT. AND SHALL HAVE MINIMUM DEPTH OF S'-O" OR AS NOTED. NOTED. MY DIRECTION AND SUPERVISION AND TO THE BEST OF MY LEDGER STRIP TO BEAM (FAGE-NAILED) KNOALED6E, BELIEF AND PROFESSIONAL J.06EMENT ;yO J015T ON LEDGER TO BEAM CTOE°NAILED) 3-16d EACH JOIST Z111 Q 11. DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO SAME AND AROUND 23. CONCRETE TO BE REINFORCED AS PER PLANS, MINIMUMI 3000 P.S.I. 29 DAY TEST, PREI 1Y TEST, PREDICATED ON COMPLY WITH THE LATEST PROVISIONS Or THE NEW YORK q~~6 3-8d PER JOIST to Z a ALL OPENINGS THE ABOVE SOIL ASSUMPTION. IF OTHER SOILS ARE ENCOUNTERED, LOUDER BEARING v STATE UNIFORM FIRE PREVENTION AND BUILDING GORE « $ Z BEARING VALUES AND THE NEK YORK STATE ENERGY CONSERVATION -BAND JOIST TO .101ST (END-NAILED) 3-16d PER JOI5T Q H L ILED) 2-I6d PER FOOT V 12. ALL HEADERS OVER AINDOWS AND DOORS TO BE (2) 2 x 8 ® EXTERIOR WALLS AIRE TO BE ASSUMED, AND THE FOUNDATION MUST BE REDESIGNED. CONSTRUCTION CODE. BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) w[,~e A/ MINIMUM OF 4" BEARING AT EACH END. PROVIDE MIN. V-5" A.P.P. TO UNDERSIDE ALL FOOTINGS ARE TO REST ON VIRGIN, UNDISTURBED &OIL. iOOF SHEATHING I- OP HEADER (UNLESS OTHERWISE NOTED) 24. EACH TRADE IS RESPONSIBLE FOR BROOM SWEPT CLEA4NIN6 OF JOB SITE SIGNED . g v_ t,"'• ROOF SHEA OQ AT THE END OP EACH WORKING DAY. HERBERT ROY JAPPE, P.M. STRUCTURAL PANELS 8d b" EDGE / 12" FIELD w (Y LL 0 Z 0 DIAGONAL BOARD SHEATHING I"'x6" or I"x8" 2-8d PER SUPPORT Z I"'xIO' or WIDER 4w~ m ~ 3-8d PER SUPPORT lu Z ) TABLE R301.2(1) pUCTURAL DESIGN LOADS: ROOF LOADS, CEILING SHE IU EILING SHEATHING o JU CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WALL LOADS: S: LIVE LOAD 0 W/ ATTIC SPACE BELOW: LIVE LOAD 45 LM PER $a FT. _ GROUND SUBJECT TO DAMAGE FROM WINTER ICE SHETLD FLOOD aDOR LOADS: DEAD LOAD 10 LBS PER SO. FT. DEAD LOAD T LBS PER SQ. FT. GYPSUM WALLBOARD Sol COOLERS -P' ED6E / IO" FIELD O t- R IIIKK WIND SEISMIC LI aMG AREAS: LIVE LOAD 40 LBS PER SQ. FT. DECKS: SNOW DESIGN Weathering Finat Ilne Termite Decay TEMPDESIGN UNDER REQUIRED f HAZARDS DEAD LOAD 10 LW PER SQ. FT. LIVE LOAD 40 LBS PER Sa FT. SUPPORTUYs SHTFX CLG, LIVE LOAD 45 LBS PER SQ FT. pp V 0Z WALL SHEATHING m ry V 0. IU LOAD SPEED (MPH) CATEGORY depth p RED 1_25-18 DEAD LOAD 10 LBO PER SQ. Fr. DEAD LOAD 15 LBS PER SO. Fr. WALL SHEA' LIVE LOAD SO LBO PER SQ FL CEILING LOADS: LIVE LOAD 20 LBO PER Sa FT. 46 120 MPH C SEVERE 36' Nro HFAW Mo~~1A "six 11 SLEEPING AREAS: LIVE LOAD 30 1-68 PER S0! FT. BALCONIES: ap su VALLEYS k PERIMETERS IF REQ. DEAD LOAD 10 LW PER SQL FT. DEAD LOAD 10 LISS PER SQ. Fr. DEAD LOAD 10 LBS PER SQ. Fr. STRUCTURAL PANELS 8d b" EDGE / 12" FIELD FIBERBOARD PANELS a„ ad 3" EDGE / b" FIELD GULMI / BRAVER RESIDENCE 2E. O PINE TREE COURT, CiUTCHOGUE, N.Y. N.Y. 93" 8d 3" ED&E / b" FIELD GYFSUMR WALLBOARD 5d COOLER5 '74 ED&E / 10" FIELD Z Z HARDBOARD 8d b" EDGE / 12" FIELD I 0--0 I PARTICLEBOARD PANELS 8d 8 EDGE / 12 FIELD HJ tu SS 0 DIAGONAL BOARD SHEATHING WINDOWS: CODE COMPLIANCE s I"xb" or I"xb' 2-8d PER SUPPORT O O 1 IS) I"x10" or WIDER 1J 3-8d PER SUPPORT V ALL WINDOWS IN HABITABLE SPACES MEET 30 F REOUIREMENTS or THE THE NYS BUILDING CODE FLOOR SHEA LOOR SHEATHING -LLI 1 Cf1 O > FOR LIGHT, VENTILATION AND EGRESS. STRUCTURAL PANELS yr NOTE: 1" OR LE55 N ALL NEW WINDOWS SHALL MEET THE NYS CODE FOR, (v L ENERGY CODE COMPLIANCE 8d 6" EDGE / 12" FIELD 2. WIND PRESSURE DESIGN LOADS 4Jp X63)), GREATER THAN I" IOd EDGE / 6" FIELD Z 3. AIRBORNE OBJECT IMPACT LOADS OR AS DIAGONAL BOARD SHEATHING ALTERNATIVE, PROTECTION SHALL BE PROVIDED IN COMPLIANCE WITH SECTION 1605 AND 0y I"'xb" or I"xb' 2-8d PER SUPPORT O 0 TABLE 1605UA raj I":x10' or WIDER ~O 5-8d PER SUPPORT V PROTECTION METHOD Or COMPLIANCE: ya. WOOD STRUCTURAL PANELS WITH A MINIMUM THICICIESS Or -1116" OU MM) AND A MAXIMUM SPAN or B FEET SHALL ISE PERMITTED FOR R, I. Nf41LIN6 REQUIREMENTS ARE BASED ON WALL SHEAI I • AJ-L SHEATHING NAILED 6 INCHE5 ON-GENTER AT THE PANEL OPENING PROTECTION IN CNE AND TWO STORY BUILDINGS. PANELS 1 EDGE. IF WALL SHEATHING 15 NAILED 3 INCHES ON-C SWEAR CAPACITIES, NAILING REQUIREMENT5 FOR STI INCHES ON-GENTER AT THE PANEL EDGE TO OBTAIN HIGHER E~NT5 FOR STRUCTURAL MEMBER5 SHALL BE DOUBLED, OR Ell SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWAw PROVIDED. ATTACHMENTS SHALL ISE ALTERNATE CONNECTORS, 5UCH AS SHEAR PLATES, AR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. DESIGNED TO RESIST THE COMPONENTS AND CLADDING r%) LOADS DETERMINED M ACCORDANCE WITH THE uj 2. WHEN WALL SHEATHING 15 GONTINUOU5 OVER DONNE( DYER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS Z PROVISIONS OF 160565. ATTACHMENT IN ACCORDANCE WITH TABLE 160 I4 IS PERMITTED FOR B~Y~~UyILDINGS WITH A 1 SHALL BE PERMITTED TO BE REDUCED TO I-Ibd RAIL TO 1-I6d NAIL PER FOOT. UA MEAN ROOF HEIGHT OF 33' OR LESS WHERE WIND SPEEDS DO NOT EXCEED 60 MPH. I PROPOSED 1 STY FRAMED IINCL LUIN~ IN CATECKW IV AS DEFINED M 1603E 16045 g0' GARAGE i CABANA I JOB CONDITIONS .Q 1 p,~ V1 I 1. ON-SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE GENERA E GENERAL CONTRACTOR AND Ll TABLE 16OS.L4 I HIS SUBCONTRACTORS WIND BORNE DEBRIS PROTECTION FASTENING SCHEDULE 40'-q" 2. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE. NEVER SCALE: DIRECTLY FROM DRAWINGS. CONTRAC CONTRACTOR SHOULD FOR WOOD STRUCTURAL PANELS lay-) L w CONSULT ARCHITECT OR ENGINEER IN CASE OF QUESTION FASTENER SPACING IN- o 3. THE GENERAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE JOB UNLESS OTHERWISE NOTED OR 51 TED OR SHOWN. 4. DISCREPANCIES: THE CONTRACTOR SHALL COMPARE AND COORDINATE ALL DRAWINGSt WHEN IN THE OPINI THE OPINION OF THE \y < Four < 4 r <r LL ,m 5 "W I yO CONTRACTOR, A DISCREPANCY EXISTS HE SHALL PROMPTLY NOTIFY TIRE ENGINEER, IN WRITING, BEFORE PROC )RE PROCEEDING WITH THE WORK OR HE SHALL BE RESPONSIBLE FOR THE SAME AND ANY INDIREICT RESULTS OF 1415 ACTION. 16" @" 5" Z 0h 5. OMISSIONS: ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL, BE CONSIDERED AS PART OF THE CON F THE CONDITIONS FOR THE Q/ EIS PAML aP.w PMJEL aPAN < 4 FOOT r FOOT LL 1 16" I6" I6" U" i O WORK IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWING; DRAWINGS, CURRENT NATIONAL, STATE AND LOCAL CODES, ORDINANCES, REGULATIONS OR AGREEMENTS AS WELL AS CURRENT ACC .RENT ACCEPTABLE BUILDING a. THIS TABLE IS BASED ON A MAXIMUM WIND SPEED (3 SECOND 01 GUST) O" Do MPH ARID MEAN ROOF HEIGHT OF 33-FEET OR LESS. N 21 PRACTICES SHALL GOVERN, AND THEIR CONSTRUCTION SHALL BE OF TINE SAME CHARACTER AS FOR SIMILAR C SIMILAR CONDITIONS THAT ARE I,. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS O° THE 23 20 W ~ _o SHOWN OR NOTED. WOOD STRUCTURAL PANEL 11 ,6 NEd a. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/ STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION- RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE V 1 W N WITHDRAWAL CAPACITY O' 450 POUNDS THIS STRUCTURE COMPLIES WITH THE STANDARDS OF DESIGN AND CONSTRUCTION UCTION IN ACCORr LANCE WITH THE AMERICAN FOREST AND PAPER ASSOCIATION (AF4PA) WOOD FRAME GC AME CONSTRUCTION MANUAL FOR ~ z ONE AND TWO FAMILY DWELLINGS (WFGM) NYS CODE COMPLIANCE - ANCH( ANCHORS AND STRAPPING ® 16' O.C. - VI DIVISr"^t i - C±+"NFJmAL REOl1HEt >84fn w b. Horizontal Shear. Fv = 95 PSI c. Compression perpendicular to gralm FaL - 625 PSI is. Top Chad Plane: Properly installed plywood eheatiug with staggered joints and correct nailing should SIMPSCN OR EQUAL STRAPS AND ANCHORS TO MEET RE adequately brace the top dord plan However, when gate and trusses are used continuous 2 x 4 braces should be WITH THE AMERICAN FOREST AND PAPER ASSOCIATION t 3 TO MEET WOUIFREMENTS OF CONSTRUCTION IN AGGOWANCE II SSOCIATION (AF1PA) WOOD FRAME CONSTRUCTICN MANUAL FOR Installed at a 45' angle to the truss framing. These traces should occur at 3 points on each gable and n'idspen ONE AND ~gp FAMILY DWELLINGS (WFCM) 1 Work performed shall comply with the folowing it Compression parallel to grate Fe • 1300 PSI between roof canter-iue and we] on each side of center-ire and at center Ire of roof. a These general rotes tress otherwise noted on plans or specifications. e. Modulus of elasticity. E = 1.600,000 PSI b. Web W rrbar Plane: Provide Contisous 2 x 4 traces at 45deg angle from the bottom chord of the truss Ttls brace b. Building Coda as spacted an the arcNteclual d:awigs. f. Moisture content 19 % rrexinxrn noted atic or ex rnents noted above. should cross at least 4 adjacent tosses and temiate at the truss ridge. Securely nai this brace to al members it ltad c. At applicable local and state codes, advances and reguattons. Offer subs ban 19 7~ at Bled indrer is crosses instal this bracing at al gable or arid wall conlitons and at 14 foot rtrlmun intervals thou glout the toss USE A MINIMUM OF o d In areas where the dawngs do rot adders mettarkalY. the contractor steal be bound to perform in strict 3 tv stue content YAI lrrber 4~aM daepetrr steel ha~vae molsiue conftent no~g'eat than '19s at died tans arxl/a recartnnerMetiaca desired but not necessary. Lumber may be kin die. however drying process must be sow arid replete slow and regulated to cause a system TWO Bd NAILS THIS conplance with manufacturer's specifications 2 On-_site, verification of al dmenslons and conditions stmd be the resporebity of the gems] contractor and mmun amount of checking, comparable with or died stack c. Bottum Chord Plane: Provide continuous 2 x 4 Maces on top of the bottom chord of al roof trusses. Thee rows SIDE OF RAFTER his subcontractors 4. Al exterior lumber and lumber in contact with masary or concrete shat be pressure preservative treat )resGrvatvB treated in minimum are required located at the V4 points of the toss span Securely nag these braces to all members that it Simpson Strong-Tie Crosses. H2 3. Noted ngieer in take precedence over scale. Never scale directly from dawiga Contractor should accordance with AF&PA standards and stamped 'Ground Contact. 0.40 be/cubic fool'. S Wood Floor Tosses: @ 16' O.C. TOTAL FOUR 8d NAILS tYl consult . The Engineer case of question 5. Grade stamps shall appear on all Unbar. 1 Floor tosses to be manufactured and Installed in strict accordance with manufacturer's recommendations. All INTO RAFTER O O 4 The general notes and typical details hall apply tin co t the job mess goffaiiiiise s; when noted or shown 6. Store at lurba above grade and protect from exposure to weather. spans, joist depth and spacing to be verified by marufactrrsrs Shop drawings indicating calculations, loading, bad 5-9d nails 5. r then 2• from the top and test data and any other information regried shal be sealed by a professional engineer registered in the Misdotion top & btm work Discrepancies: The contractor shall compare and d coordinate al drawings; when in the opinion of the is he steel be r for the same and any indirect results of his action B Fitch Beers: contractor, a discrepancy exists he shell promptly notify the Engineer. in writhe before proceeding with the 1 Fitch beams earn shat have a mhmun to •15004 E-114 with 1/2' bdla located not closer than 2' from th 6, Omissions: ArcHtectural Mal drawings and specifications steteal el be considered as part of the conditions for the bottom :h and (see typical 1Gtch plate where construction is taking place. Toss manufacturer shell verify all spans, dimensions. bwrig points spacing, etc. TO RAFTER Fabricator must submit two sets of complete shop drawings and truss layout Part ~eaw each sealed by a professional AND STUD n Fj TWO > d pattern detail. otherwise noted There steel be a bolt top and bottom 2' from each and (see typic engineer registered in the Oiadidtion where the construction is taking place, to Brow Prior to fabrication, one for ry ' work h the event that certain features of the construction are not fully shown on the drawings, current bolt mat = er nee t _ Bhgnews records and one to be retuned to contractor after review. national, state and local codes, adnances, regulations or agreements as wel as current acceptable bulking C-Jo-- _ and members supporting supp practices shorn govern, and tlhei construction steel be of the same character as for similar cahditlahs that are 2~Joisstthhageers shal be Wine~quaity steel vwhch conforms to ASTM-A525, min. 22t gauge. Products ac gal. Products acceptable 2 Store trusses above wade on wood sticking to prevent contact with bare each Cover with tarpaulins to prevent ROOF RAFTER exposure to the elementa Always store upright especially If stadit TO TOP PIATE IN ONAIL o shown E noted she] be Simpson. Kant-Sag. or equivalent man 7 TH3WA AM` MOBTUEEPROTECTION & WALL STUDS 7. The Engineer wi not be responsible for and w1 not have control over construction means, methods, Bolts Wood techniques, sequences or procedures, or for safety precautions and programs in connection with the work' and D Al belts in wood Ln]bag shit be standard machine belts with standard malleable ion washers or steel washers or steel plate PLATES IGHT wit not be responsible for the faire of the Client or his contractors, subcontractors, or anyone performing washers A. Roofna Bd NAILS Simpson Strong-Tie any of the work, to carry out the work in accordance with the approved contract doounmts. 2 plate washer saes steel be as flows: I Fiberglass Shingles: TNRTY (30) year self seeing sl rdw over 1 layer of 30• asphalt saturated felt uxledayment INTO H7 titl B. Any and all drawings and specifications for sitswod4 plrnbig supply or waste, electrical circuitry, and unless otherwise noted Instal according to manufactuera instructions. fr STUD heating, ventilating, fabricated incases, and all cahdtior'ing systems are not a part of the professional services a V2' and 5/8' Diann bolts - 2-1/4' sq x 5/16' 2 Cedar Shakes: •2 glade nxHabel ceder shakes (th' 1 x .45-1 over are layer 30* asf. underleyment Instal with 4 RAFTER TO TOP PLATE & WALL provided to the Gent by the Engine bless included under their agreement Any discrepancies with these b. 3/4' Da. bolts-2-5/8' sq x 5/16'. V2' weather exposure. Apply an 18' wide strip of 309 a.sf. over each course of shakes. 9' from bottom edge of shake ALTERNATE M1° 4+. ' documents by any of the above istad services as shown h documents prepared by others should be Mooted 3. 3. Each boft hole in wood shall be drilled For sir salsas typical details on VIV larger than wdameter of bolt extendng over top of Shake and onto sheathing 3. Pave Ras". See rote B-4, below. in witting to the Emgmeer Immediately. o Bolls: 9. Prior to application for buidrg permits, the Contractor wi furnish the Engineer with two sets of shop F La drawings of al prefabricated components, one set to be retained by EVineer, the other set to be returned to 2 hot beers structural grade wed of leg belts bearing on wood Length of leg bolts steal be n g bolts shall be minimm 2/3 Flashina: t Al flasMg canter fladhhg and coping when of metal shah be of rot less then no. 26 US gauge corrosion-resistant Sim son Strong-The contractor after review. Items raging shop drawings Include but are not limited to roof trusses, floor metal H2,5 trusses, stairs, cabinets, verities, eta. Should the design or configurations of any prefabricated component be Fdepth ena members being ^maed together. H modified duffg construction from previously approved shop drawings, the EGgn,~aer shat be furnished prior prior approval by the 2 Flash al exterior openings and al building Comers with approved material to extend at least 4' behind wag covering @ 16' O.C. Cover al exposed plywood at lulft comers with waterproof building paper. G to fabricafaR with revised shop drawings hcaporatin0 the revision If the BVirair is not provided with the t No structural mealmbers shal of members nuttechM d cut blo ocked o of or relocated without prof approval by without Engineer. 3. Step flash at al roof to wal cahdtions. Flash and calk wood beers and other projections though exterior wals or 5-8d naps W above InformaLt~io~~n~~, the dent and defend i daminly, and hold hornless the Engreer from any dam or suite Engineer. Do riot 1 as folows: roof surfaces top & btm 4. Eave flashing shat consist of two layers of 15* asf. Clem anted together In addition to required neig from the edge whatsoever, including but rat inited to, al payments, expenses or costs Included, adsig or alleged to have Bar Beams staggered of the save up the roof to overlay a point 24 acres Inside the Interior wall fie of to Hiding. o arisen from prefabricated items. I Built-up beams or joists famed by a multiple of 2 x members shall be interconnected as follows: 10. The cadtions and assurpticrs stated in these specificaliahs shat be verified by the contractor for a Members 9-V4' and less h depth: due and internal w/2 rows 16D refs at 12' o.a staggered 111allletar fnaCllia bolts at G Attic Nentlai conformance to local codes and conditions. h the event of a discrepancy between these specifications and b. Members greater than 9-1/4' in depth or muitiple 3 x members though bolt with V2' diameter machir I Endowd attic toss spaces and enclosed roof rafters ahal have cross ventilation for separate space with screened A35F local codes or conditions, the contractor shall notify the Endneer in wnbng of the dscreparcY and special 24' oc. staggered ventlating openings proected against the entrance of moisture and ran in accordance with the WFCM, ROOF RAFTER @ 16' o. c. C erne of Beaks Kist and Rafla=. engineering requirements shah be applied to insure the buddngs structural integrity. A deeper than V6 the depth of and WS and local cods and ordinances. See detais on architecture] TO TOP PLATE 6-8d NAILS LTP4 on tt These req iements may be superseded by more stringent information contained whin 1 Cutting of wood beams, joists and rafters _ste~JeJl _be fruited to cuts rand bored holes not deeps than V .f the ends at the member shall not darn for locations and mtala (ALTERNATE) May not be plywood Z11 the tracings. The more nform to or e0 be d the eel the member and shall not be located in the midge of V3 of the span. Notch depth of the ends at thr f than 2 ixlres to the tip or bottom ° Installed over sheathing lu W B San cautions steal conform . for exaie the flowing cgs and exceed V4 the depth of to member. Holes bored or out into joist shat not be closer than 2 ulnas t The tension aide of beams, joists DMSON 8 - DOORS AID WNDOWS Simpson Strong-Tie sheathing @ 16' o,c, Q z Bearing Table. M: Mr 20 below field verified under d slabs send reinforced sleba of the joists and the dameter of the hole shal rat exceed V3 the depth of the joist The tension sid garki a Footings, foundations;, walls, and and rafters of 4 Inches or greater normal tNckness shal riot be ranched except at ends of members. Water Tabu: Min laZ-V ce below in bottom r of el y. Peat sobs and rids of merrbera General t Windows in Hidings kcated In wind-borne debris regions (120 mph wed zone a with-in one mile of the ocean bav CS20 strapping 6-8d NAILS slabs steel not be placed on . Flow Marine Clay, Peat and other agent materials. I & es in Stud boa' b Nail or Shear Ness: in V3 the depth of the stud and gound, shell have d,xed openings protected from WM bane debris or fine bkidrg Shea be designed as a partially @ 16' O•c, 13. Live Loads: Root. 45poe: (except sleeping rooms: p Exterior Dead Loads: Landings: 1. Notches or bored hates to studs of bearing walls or partitions ahid not be more than V3 the depth enclosed txidng in accordance with the Guiding Code of New Yak State. Glazed opening protection for wHxl-Uane (12- 8d nodIs ) FLOOR TO PLATE I F 40psf. Wind Load 15psf. G G Flarage: 50pet sf. MexMm foundation lateral l pressure: 40psf. f. Dead Loads: tOpsf. _i. wt7dxl and Blodcffh¢ l-feet of spa in Boor, alto and roof frr aft and roof framing. The debts shal meet the reluirements of the Large Maisie Test oti E 1996 and of ASTM E 1886 Simpson Strong-Tie Decks 40psf. Attics withoud storage 10psf. Attics with storage 20psf. Guardrails & Handrals 200psf. 1 There steel be not less than one fine of bridging h every eight and or of equvalent metal ExQa A35F/LTP4 JK Z O 14. Bottom of footings compacted extend below frost de of the having a l and n frying 3'-0' below existing grade a bridpig shat consist of not less then she by three inch `N.. 1~ l,m dolma naiad at each end or of egiivak shaU Me locality as verified sal or soil arpw licensed 95 % el density having a load carrying capacity as specified h Note 1z bracing of equal riddty. Miftan brOV is not required for attic a' roof framing where joist depth doe e joist depth does not Wood structural panels with a m1insurrn thickness of 7/16 inch (11.1 mm) and a maximum span of 8 feet (2438 mm) steal rah Spport is rot otherwise be permitted for opemgprotection in on and two-story Hlfffngs. Panels she] be precut to cover the glazed (9- 8d nails each end) Q ILI z0 0 as verified a sail ergi>a in the a locality where project is bait bull[ exceed twelve inches norm d Block sold at al bearing supports where adequate lateral support is rot 15. At foundation wall backfl under slabs where Witance from edge of wal to edge of undisturbed s~o]I provided Black al stud wars at maximum intervals of eight ~fe~e~t with minimum of 2 x sold material wilt sold materiel with tight joints. openigs with attacMrenl hardware provided. Attachments shall be provided in accordance with Table R302212 or truss manufacturers printed She] be designed to realt the components and deciding loads determined in accordance with the provisions of the LENGTH exceeds 16', but less than 4'-0', shat consist of clean, paces, ad compacted In 6' layers to 95% d] density Provide 2 x frestops at mid-Pohl: verticaly of stud wall Oddgry as required by foe truss menufactu' Residential Code of New (or( State. LENGTH Imk~' or provide •4 rebar at 2'-0' oc, T-V beyond edge of undisturbed sit and T-V into foundation wal, I o z m~ Qz 16. Free damp granular backfl (SM or better) steel be used against foundation walls consistent with the iatrhrctiana architectural plans and related detain Equivalent fluid pressure of backfl not to exceed 4Opcf (panels per K 1 ilj Schedls: thickness ~ ~ a x IL cubic foot). tl barddi pressures exceed 40pcf, then well must be desgned for actual pressures by a t Bless otherwise shown, provide 1 Intel with 6' minimum bowing for each 4' of wall thickness. 2 Al windows shal ism uuulaling glass a singe glass with storm windows a equal. Sizes indicated on plans are J O W registered essional the V. Until la cedill act t Engineer icensed le o bceHy, where project substantiated being butt 2 Lintel Schedle: 17. kfil s al n fl not ac exceed T-0' urJess otherwise rated and medflloors re in place h calculations nominal only. B" toransrlt with window manufacturer to determine exact sizes, rough operft eta At least one window from each bedem area shall have a net dear opening area of 5.7 So. Ft (grade floor 5.0 S4 FU with a net ~ CLEAR ' reached Spar Sae of Member Badfl shay not be placed against wall uh slabstaken to and framed ion w are in place and have reac UP to 4'-0' 3 V2 x 3 V2 x V2 or 2-2x6 dear height of 24', a nt dear opening width of 20', and a all height of 44' or loss above the floor for egress It'_ SPAN m l~ N O Ud1 Ul then design she Proper precautions steel be taken to brace foundation wits when backfing Where 4'-T to 6-W 4 x 3 V2 x 5/16 or 2-2x8 purposes Glazing in dors and fixed glazed panels immediately adjacent to doors or within 18' of the floor, which may beckfl is required d o on both sides, bedcfl both skies simultaneously 5-T to V-V 5 x 3 V2 x 5/16 or2-2x10 be subject to frequent and recurrent accidental human impact shell be terrpered as per Residential Code of New York 6'-T to B'-0' 6 x 3 V2 x 3/8 or 2-2x12 State and local (odes nd ordinances. Simpson Strong-Tie DINSION 3 -CONCRETE Plywood (dance with CS20 strapping v 1 At plywood shall be Doug fir or equal it shell be m~Aanufactured and graded in accordance wth DIVISION 9 - PNIM z z 1I The concrete properffes shall be as follows. c 1-a3 for Construction and Industrial Pivwoad U.S. Product Standard Item_ Mn Carp. Strength W Aggregate sine 2M 2 Each plywood sheet shat bear the 'APA' trademark A General @ 16' ac, LEND N 'rovide minimum 1 5/8' RIDGE STRAPPING rrbers t Al gypsum wallboard eel be installed in accordance with the provaio s of the Residential Code of New Yak Stale and ~H • Provide minir no distance RAFTER TO RAFTER m 11- 28 Days (PSD 3. Al end joints shall be staggered and steel butt along the center the joists of framing members. is and paraleh to the studs bed codes and ordnance (as applicable). end distance Fn~finna 3,000 V2'-T 4' T 4. The face gran of the plywood shal be laid at right angles to the joists and trusses and parallel to of fine Floats. The malmum na] penetration into penetration into tramrg 2 Gypsum wallboard shalnot be nstaled uhti weather protection for the nstalation is provided Storage a" be in 1ST STORY . -Fn 1)KIr) CTrIRV nuat number ?ual number of n/ ieab r-Grade 2,500 V2'-T 4 Vic e. nays soar W LanniM accordance with manutacurars nsoucoons. I V L I V V peclfled naps In SIMP50N SIHUNG-IIL k v <k Web 3,000 VT-T 4' V2' members shall be 1 VC for Bd nals and 13/8' for 10d naffs. 3. Al edges and ends ofgypsun wallboard shal scar on the framing members except those edges which are specified nal It 7- aach end CS20 STRAPPING @ 16" o.c. Q T- Q N Garage Slabs & exterior slabs 3,500 V2'-T 4' T w/ 5% 6. Al floors anal be naled as Per mint) schedule. perper"ar to the frarrig members. Ali edges of gypsum wallboard shal be in moderate contact except in concealed each end II1 i naps each end) AT EACH RAFTER O O v ate entrarment M Comer Brad a into studs, or with 4 x 8 spaces where fire resistive construction is riot reclied (9- 8d naps eacl t wess otherwise noted brace exterior comers of bulking with 1 x 4 diagonals, let into studs, or with nstaled h accordance with 4. The saes and spacing of fasteners shall comply with the Residential Code of NYS and local codes and ordinances (as 26" LONG STRAP l m O 2 Concrete work shall conform to al requirements of ACI-31B specifications for structural concrete for buirigs plywood sheet of thickness to match that of sheathing, or with mental strap devices installed in accord manufacturers instructions (16 Ga compression tenaiori, or w/strucltual grade themes-ply. vly applicable). 5. Provide moisture redstant dywal cement board at tubs and showers as shown on details n architecture! drawngs. (9- 8d malls each end) 12-8d NAILS EACH RAFTER 0 t- V N 6. Fire-resis8ve constr0ort: Garage callings and wals when adjacent to a dwelling urd shall be of rated construction 3. AI reinforcement, anchor bolts, pipe sleeves and other inserts shat be positively, seared in place and 2 Lap plates at al comers. according to the Ll l]asign spedfDd on the drawings when nits are designed under NYS standards as indcated on the Simpson) Strong-Tie located according to the appropriate architectural drawings and datais Ir. Naina _L ry ing schedules in WFCM (see attadIned schedule) and 8 Reihforcha Steet 1. Al rising ,ll comply with ney drawings. (5/8' type I wals and ceilings) CS20 strapping END u.rNerx xm t Reinforcing steel shat be Intermediate grade new dtat deformed bars grade 60 confoming to ASTM & al state and local bukli rig codes, or maurfacturer's recommerx)atims. @ 16i' O.C. CUT V21 LENGTH z~ 615. Welded wie fabric shall conform to ASTM A-185. See archtectural drawings for saes and locations. 0 Fire Stoooha i and horizontal) with 2' DfMK)N 15 - NEC" AA CAI 2 Cataig, fabri WV end placing of reinforcement shal be in accordance with ACF315 Manual o t Re stopping shat be provided to out off al concealed deft cps" (both vertical and horizontal) v pproved material A Haatino VgAl9go and Ai Condgoni : 5/ 5/8" DIAM O O Stan d. d Prar+k- r • nor inReinforced Concrete Strut res narinal Amber or 2 thicknesses of T nom hal Artier with broken 6W hints or other approved material P. Alignment X 12" LONG V nab id be naiad together with 1 AI work shad be hfull accordance with al curent codes and regulations of the governing agencies X 2 Mechanical sulocontactor to submit step drawings indicating duct layouts. Condenser location duct sizes, eta to AN ANCHOR BOLTS 3. AI rehforcig bars which intercept perpendclar elements shat terminate h hooks, placed two (27 inches 1 AI rafters and joists framing from opposite sides anal lap at least six (3) inches and be nabd toga clear from outer face of element min (3) 10d face nals. ( (see attached naiig schedule for supercaedhg requirements) Engineer prior to hstalation Mechanical subcontractor to review structural shop drawings and notify the 6gieer of any cusAa 36" O.C. 4. The contractor shell notify the building official at least forty-eight (48) hors prior to each concrete Pour. 2 When framing and to end joists shall be seared together by metal straps. mechanical and structural and design intent conflicts prior to cootructbn _-_J_ SPAN & & 12" FROM CORNERS No concrete shat be poured into footings containing standing water or mud Footings shat be dewatered 0. NO= 3. AN work shal be due in a neat and waMnar&e manner and so as to not napless temper that portion of the work BP 1/2 -3X3 BEARING PLATES UNDER BOLTS prior to placement of concrete. No concrete shelf be placed rntl al reinforcing has been instated by the t General performed by others. BP contractor . and inspected by the Wiling official or county approved licensed inspector. a. Provide sold blocking at V-W o.c. between the joist and fist interior parallel joist minimum of 4'-0'. B. Plumbing F, LTP4 I Al work shat' be in U accordance with all current codes and regulations of governing agencies @ 16' O1C, 5. Mninum protective cover for reinforcing steel shal be as folows: b. Spices of the tap and bottom portion of double top plates musnt be staggered a minimum of V-V. a. Footings: 3' o. Spices shell occur only directly over studs, ped by professional ergieer 2 Al work shall be doe in a neat and work" a manner and so as to rat needlessy hamper that portion of the work 6-81d NAILS JOIST b. Beams and cokrrns: 2' d Structural variations are slowed I substantiated by erhgirheerng (calculations, Stamped by professla c. Slab: 3/4' (Wre mesh to be Placed at mid-depth of slab) loaned to practice in the jurisdiction where construction is taking (Mace. One set of calculations to b f calculations to be provided to performed by others. - 3. Plknbig subcontractor to review structural and mechanical drawings and notify the FxrOnser of any pirrbiig. Q d Walls - 1 V4' at interior face: 3' at exterior face. Engineer for approval prior to construction NVAC, structural and design intent conflicts prior to construction 1 ST STORY C Foundation: ~m e. Lap top Mates at comers and intersections. TO SILL PLATE + t Footing depths are shown on the architectural drawings Footings shell bear a mrimm of T-W into 2 Basing Weis supporting one floor or more: tuber Spedfled DIVLSION i6 - 13EC]jBS~EL < :;k' original undisturbed ad and a niimm of F-V below finished grade. Where required step footings to ratio s Parliyons m>,st be constructed of minimum 2 x 4 studs spacedI IF oa of type lumber specified be 1. Al oak shat be ] iJl accordance with al applicable f , of 2 horizontal to 1 vertical b. t a cable top plate of less than 2-2 x 6's a 3-2 x 4's Is usced floor ]fists shell be m T mess substantiated by National, State and Local codes and shall comply with the 2 Where conditions develop regmiing changes in excavations, such charges shat be made as dratted by the centered directly over and below bearing wall studs with a tolerance of no more than T unless substr HEADER l~ engineering cekulatlans. S. Aoting excavatons shall be inspected by the buki g official or county approved inspector prior to the a ~arig stud wale must be sheathed with a minimum V2' gypsum board fastened according to dry I according to drywall regdrements of the serving power and telephone companies ~~~~~p. JOIST JOIS placing of any concrete. Seine shell be gvor fcrmpacti f hoes notice for We 2 Al walk she] be done h a neat and waWnarice mariner be done one according to the manufacturer recommendation 4. Sol Investigation and report Al e work copaction arid supervisions shall art h and so as to not needlessly hamper that portion of the work recommendations of the sot investigation report prepared by a licensed gaotechrical engineer. Concrete slab R Wood Roof Trusses: es Calculations, joint strength information performed by otters and footing cak:ulations are based on a 2,000 Pat value. If onside test boring ixicate lesser values, notify t Tuber trusses steel be designed in accordance with accepted engineering practices. Calculations, j Stances) bad test data and other 3. nstalatiom Engineer. in writing, so that necessary structural modf cations can be made. (allowable bad per square inch a per net allowable, edge dlstanae, alowatle end distances) bad tea fabrication Each truss shad be a At eµiprtrent installed outdoor and exposed to weather shal be weatherproof. 5. Slab-onrgrada shat be 4' thick reinforced with 6 x 6 Wt4 x Wt4 WWF and shell be Placed on 6 ml Information as necessary and be submitted to local authorities fox approval Prior to fabrication Eact J to design bads and to ncnde this b. Bottom of receptacles and switches shal be boated 5' vapor barrier on 4' crushed stone. seared at hearing with one 'rafter tie' metal type anchor at eaoch aril 6. Slate-ongrade at porches shat be 4' thick unless otherwise noted 2 Sdssor Trusses: Manufacturer to calculate horizontal thrust off trusses subjected to design bads i'rafter tie' type anchor and a above counter top mess otherwise noted on drawigs. HEADER HEADER 7. Instal anchor straps as per mfg recormenrlalbns: 12' from comas and intervals of not more that 4!-V. information~, 1with shop dawns Each truss to be sowed at axes end wth a metal 'rafter tie' type n the truss while permitting to c. Receptacles shal be nstaled vertically at 1Z above finish floor and 1Z-V oa horizontally. A] receptacles within Simpson Strong-Tie MMM embedment for anchors shal be as specified by marufactrer. scissors truss connector, y'SA~r~p/son or approved equal, at the olh4er end to tie down the truss while A35 Framing Anchor 8. Beam pockets shall be formed into concrete wals to provide a oontinxtus level flat sold bearig surface truss to move outward without deflecting the wag or shal verify all spans V-W hDdzcntalty of a ark lavatory or tub shed be wired to a 12-8d NAILS - for all beams. 3. Truss diagrams and truss layout plan show design intent only. Truss manufacturer shell verify all dimensions, had heights, pitches, eta Fabricator must nbrit twko sets of component shop drawings ant dhep drawigs and truss layout ground fault interrupted circuit. I construction is taking dace, to d Wal switches to be 48' above hoe. MISCELLANEOUS DiulStON 6 - WOOD Man each sealed by a professional engineer registered h the jsii4diction where the construction is t contractor after review. e. Al smoke detectors to be fine voltage and wired in a ust and any other information manner such that the activallon of one will activate al. Each Rof StaM!ard Engineer prior to fabrication, one for Brignaer's records and one Ito be retuned to contractor after r A. i_~arher Grade: A an h~ood LLer 4. Truss shop drawings indicating calculations, loadng, load test adata, horizontal thrust and any other re construction Is taking place and flog level to have at least one smoke detector. Each Ti NAILS Grading shat comply with PS 20-70 ' ' and applicable Wester Wood Products Association standards. regi x! steel be sealed by a professional engineer registered in Ithe jurisdcticn where construction Is bedroom to have its own smoke detector in addtion to a Simpson 14 - Strong--Tie l~ he submitted to buidg officals prior to fabrication warping or deflection of trusses. smoke detector located'n a narwey outside the bedrooms. POST TO BEAM j,~d~etector shad be located at t Al limber steel be, unless otherwise rested, No. 2 grade. Dougias Fin-Lerch with the falowing minion structural values SnBtflm(lldMdmetihAopix.grade on wood slicking in such a way tko prevent bending, warping or deflec Aged below. Follow al f. A fine voltage carbon monoxide a Extreme finer bencng stress: 2 x & WDM Fb 875 PSI 6. Roof Truss Bracing Instal permanent bracing for al wood rorof trusses as specified below. Fold recommendations specified n Bracing Wood Trusses Commtarv and RecarmaMelions BN1f= mendatims BWf-76 published by the each level of the dwelling . ncndeg the basement or caller.