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Home My WebLink About37000-Z �4guFFU K o Town of Southold Annex 5/23/2013 o aye P.O.Box 1179 54375 Main Road Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36255 Date: 5/23/2013 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 786 Bailie Beach Rd, Mattituck, SCTM#: 473889 Sec/Block/Lot: 99.-3-7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 2/10/2012 pursuant to which Building Permit No. 37000 dated 2/16/2012 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions &Alterations to a Single Family Dwelling_ Kitchen, Great Room, Office, Deck,Bedrooms, Baths, Walk-in Closet, Balcony, Dressing/Sitting Room, Cellar, 'As Built'Rear Deck, as per ZBA#6496, datedl 1/3/11, (see ZBA conditions noted)as applied for. The certificate is issued to Cutrone,Nicholas&Cutrone,Carolyn (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37000 4/10/13 PLUMBERS CERTIFICATION DATED 5/21/13 Yichael Demetress Autho ed Sign ure �SOFFnc,��o TOWN OF SOUTHOLD BUILDING DEPARTMENT 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#: 37000 Date: 2/16/2012 Permission is hereby granted to: Cutrone, Nicholas & Cutrone, Carolyn 2468 Devon St East Meadow, NY 11554 To: Additions &Alterations to a Single Family Dwelling; Kitchen, Great Room, Office, Deck, Bedrooms, Baths, Walk-in Closet, Balcony, Dressing / Sitting Room, Cellar, 'As Built' Rear Deck, as per ZBA, as applied for. At premises located at: 786 Bailie Beach Rd, Mattituck SCTM # 473889 Sec/Block/Lot# 99.-3-7 Pursuant to application dated 2/10/2012 and approved by the Building Inspector. To expire on 8/17/2013. Fees: CO-ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,332.30 Total: $1,382.30 Building Inspector Form No.6 TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This-application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new. use: 1. Final survey of property with accurate-location of all buildings,property lines,streets,and unusual natural or .topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. -Sworn statement from plumber certifying that the solder used.in system contains less than 2110 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 epmpleted 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 S50.00, 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 $1.5.00,Commercial $15.00 Date. New Construction: Old or Pre-existing Building: ' (check one) Location of Property: `7',<6 tic t i✓ ��1��N © M,4TftTl9(-OK House No. Street Hamlet Owner or Owners of Property: kCHbL-A.5 4- ��Ly N U, T l�=C�tJ,F_ Suffolk County Tax Map No 1000, Section q G Block Lot 7 Subdivision Filed Map. Lot: Permit No. Z-1 DOCK Date of Permit. - I(o-1 Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: �� (check one) Fee Submitted: Applicant Sig ature sAFFO(1 Town Hall Annex p� COGS Telephone(631)765-1802 54375 Main Road o Fax (631) 765-9502 ZM P.O. Box 1179 0 • Southold, NY 11971-0959 y�j�l ��p�' roger.richertCa-)town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Nick Cutrone Address: 786 Bailie Beach Rd City: Mattituck St: NY Zip: 11952 Building Permit#: 37000 Section: 99 Block: 3 Lot: 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: James Loney Electric License No: 3864-e SITE DETAILS Office Use Only Residential x Indoor x Basement Service Only Commerical Outdoor x 1st Floor x Pool New Renovation x 2nd Floor x Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 15 Ceiling Fixtures 3 HID Fixtures Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 3 Smoke Detectors 6 Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 13 CO Detectors Sub Panel A/C Blower 2 Range Recpt 50a Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 16 Twist Lock Exit Fixtures 11 TVSS Other Equipment: 2-conbination "smoke-co"detector, 4-paddle fans, 2-exhaust fans Notes: Inspector Signature: Date: April 10 2013 Electrical Certificate.xls Town Hall Annex Telephone(631).76571802 54375 Main Road Fax(63[)71i -9502 P.O.Box l 179 G Southold,New York t.1971-0959 /' BUILDING DEPARTMENT - TOWN OF SOUTHOLD CERTIFICATION Date: �r/.2,1/. 45.. Building Permit No. Owner: K(t c o L,Q.s (!�A j"uV e (Please print) Plumber: _14-,11 C41lQ �� Gtit 435 (Please.print) I certify that the solder used in.the water supply system contain less.than 2/10 of 1°/Q. lead_ (Plumb s Signature)�• Suborn to before me this 2 _ day of 20 DAVID J.VOLPI NOTARY PUBLIC,State of New York No.01 VO452W6 Qualified in Suffolk County Commission Expires February 28,20` ; Notary Public, County 3 7 0 o oa- pf SOpl�,o h� l0 �ycoUMV,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 SPECTICN [ FOUNDATION 1 ST [ ] ROUGH PLBG. . [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: IF DATE �� y INSPECTOR OF SOUlyo� O�dcoul TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 SPECTION . . ' [ ] F NDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ _ ] INSULATION- [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH)- [ ] ELECTRICAL (FINAL) REMARKS: L DATE ANSPECTOR 00 opF SO(/l�o Z TOWN 'OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' .. [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F'Z;;g ND [ ] INSULATION RAMING [ ] FINAL [ ] FIREPLACE $ CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) REMARKS: �J DATE INSPECTOR i Of SOUryolo cOUMY, ` 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 ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE �` l�� INSPECTOR � ` ' OF SOpr�o� ,370 0 0 o • �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 JNSPECTION [ ] FOUNDATION 1ST ROUGH.PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [�] �INOSTRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY.INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ��v v- -2!�E� petlt_�_k t DATE �� INSPECTOR � ��OF SOUjyO TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ SULATION [ ] FRAMING/STRAPPING [ ]_FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: C �- DATE ' 'INSPECTOR �. OF SO0 Uryolo V � �'YOOUM'1,Nc� -J 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 [ ] ELECTRICAL (ROUGH) '] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR5��;�� 3 OFSOUT9 o�ycoum, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO GH PLEIG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING [ - FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Jinft Att�, i DAT� --3 INSPECTOR -2 0 010 OF SOUT�OIo o��00UM'10� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ATION [ ] FRAMING /STRAPPING [ FIN [ ] FIREPLACE & CHIMNEY [ ] FIRES Y INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: co DATE (770 �� INSPECTOR Wo MA PON IW"Am PLUMING MULATIONPEANY. STATE ENERGY CODE �[( 9 91 WIA 01 i Lei �R 1 %1 Muc - PRO vla 2,W7•' TOWN OF SOUTHOLD NOTICE OF DISAPPROVAL DATE: May 31, 2011 To: Peter Gerace for Nick Cutrone 792 Connetquot Avenue Islip Terrace, NY 11752 Please take notice that your application dated May 13, 2011 For permit for an "as built" deck and proposed addition at Location of property 786 Bailie Beach Road, Mattituck,NY 11952 County Tax Map No. 1000—Section 99 Block 3 Lot 7 Is returned herewith and disapproved on the following grounds: The construction is not permitted pursuant to Article XXII Section 280-116A(1), which states: "All buildings or structures located on lots adjacent to sounds and u n hicl�there exists a bluff or bank landward of the shore or beach shall be set back_ not fewer th_ 100' Vom the top of such bluff or bank." The"as built" deck is noted as bein 27' om the top of the bluff. The proposed 2 stojy addition is setb 51. Authorized Signature BOARD MEMBERS S� Southold Town Hall Leslie Kanes Weisman,Chairperson oy��o UryO 53095 Main Road •P.O.Box 1179 / l0 Southold,NY 11971-0959 j James Dinizio,Jr. Office Location: Gerard P.Goehringer G Q Town Annex/First Floor,Capital One Bank George Horning �� 0 54375 Main Road(at Youngs Avenue) Ken Schneider l'yCO� �`�' Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS RECEIVED TOWN OF SOUTHOLD a �� Tel.(631)765-1809•Fax(631)765-9064 NOV 9 2011 FINDINGS,DELIBERATIONS AND DETERMINATION C?4rae&a MEETING OF NOVEMBER 3,2011 S®Utho6d oWn Clerk ZBA FILE: #6496 NAME OF APPLICANT:Nicholas Cutrone SCTM# 1000-99-03-07- PROPERTY LOCATION: 786 Bailie Beach Rd. (adj.to Long Island Sound),Mattituck,NY SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application.was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated July 19,2011 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 DETERMINATION: 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.August 23, 2011, 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 "as built" 9.8'X24.9' deck is INCONSISTENT with certain Policy Standards and is therefore INCONSISTENT wit the rtiona y,t e propose a ition at less than the 100 foot setback from top of bluff is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: Subject property is improved with a single family dwelling and an accessory garage it contains 29,199.6 sq. ft. It has a 20.00 foot right of way on Bailie Beach Rd., 85.00 feet on the south property line, 310.00 feet on the west property line, approx. 97 feet on Long Island Sound and 310.00-on the East property line as shown on a survey prepared by Donald L.Mahn,Jr.,Land Surveyor dated March 8,2011. BASIS OF APPLICATION: Request for Variances from Art.XXII Section 280-116A(1)and the Building Inspector's May 31,2011 Notice of Disapproval based on an application for building permit for as built deck and proposed addition, at; 1)as built deck at less than 100 foot setback from top of bluff,2)propose a ition at lesU than 100 foot setback from to o u RELIEF REQUESTED: The applicant requests relief to maintain an as-built 9.8' x 24.9' deck at 27 feet from the top of a bluff, where the code requires a 100 ft. setback. The applicant also requests relief to construct a proposed two-story addition at 51.3 feet from the top of a bluff,where the code requires 100 feet. ADDITIONAL INFORMATION: A letter from Suffolk County Soil and Water dated September 27, 2011, advises that no heavy equipment be staged on the bluff side of the house.Additionally,the existing bulkhead is contributing to the stability of the bluff and the bulkhead should be inspected regularly and any repairs should be made immediately to ensure its proper function. The as-built subject deck is partially located in the Coastal Page 2 of 3—November 3,2011 ZBA File#6496-Cutrone CTM: 1000-99-3-7 I Erosion Hazard Area. The Board of Appeals adjourned the first public hearing on September 1, 2011 to October 6, 2011 so that the applicant could appear before the Town of Southold Board of Trustees on September 22, 2011 to obtain the required coastal erosion hazard permit under Chapter 111 and a setback permit under Chapter 275 of the code. These permits were subsequently granted as applied for with the condition that a five foot wide "no mow zone"(non-turf buffer)be established along the top of the bluff. i. FINDINGS OF FACT/REASONS FOR BOARD ACTION: I The Zoning Board of Appeals held a public hearing on this application on September 1,2011 and October 6,2011 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: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Town Law V67-b(3)(b)M. Granting of the requested variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties.The as built non-conforming waterfront deck i. existed for many years without a CO prior to the applicant's purchase of the subject property in 2007, and is a t common feature to dwellings in this neighborhood.The proposed two-story addition is modest in size at 15 ft. x 18 ft. +/- and is appropriate to the size and character of the.subject dwelling and other dwellings in this neighborhood. Both,the as-built deck and proposed two-story addition will be screened from view by mature vegetation. 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. The entire dwelling exists within 100 feet from the top of a bluff and consequently any proposed and/or as-built additions to the dwelling will require a "top of bluff' setback variance. 3. Town.Law$267-b(3)(b)(3). The variances granted herein for the as-built deck at 27 feet from the top of a bluff and the proposed two-story addition at 51.3 feet from the top of a bluff, respectively requiring a 13 foot(73%) and 48.9 foot (48.9%) variance from the Code required 100 feet are both mathematically substantial. However, the proposed addition is.landward of the existing dwelling's setback from the bluff of 36.6 feet, and there is less potential adverse environmental impacts by allowing the deck to remain than by requiring its removal. 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. It is I' advised by Suffolk County Soil and Water that no heavy equipment be staged on the bluff side of the house. Storm water run-off shall be contained on site per town code requirements. The Town of Southold Board-of Trustees have reviewed this application for adverse environmental impacts and granted the necessary permits to allow the as built deck to remain and to proceed with the proposed addition. . 5. Town Law $267-b(3)(b)(5). The difficulty has been self-created. The applicant acquired 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'. I 6. Town Law &267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of the as-built deck and the proposed two-story addition, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New.York Town Law 267-B, motion was offered by Member Weisman (Chairperson), seconded by Member Goehringer, and duly carried,to 4 ! Page 3 of 3—November 3,2011 ZBA File#6496-Cutrone CTM: 1000-99-3-7 i GRANT the variance as applied for, and shown on the Architectural drawings entitled "Proposed Addition For: 1�he C_Zone Residence" drawing#'s, A-1 through A-5 all dated 6-24-11 and drawing#A-6 dated 6-26-11, subject j to the following conditions; f CONDITIONS: 1. No heavy construction equipment is permitted on the bluff side of the existing dwelling. 2.A five(5)foot wide"no mow"(non-turf)buffer be established and continuously maintained along the top of the bluff. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. i 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. i 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. I The Board reserves the rightto substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. I Vote of the Board: Ayes:Members Weisman(Chairperson), Goehringer, Dinizio,Horning. (Absent was:Member Schneider) This Resolution was duly adopted(4-0). f 2 � Leslie Kanes Weisman, Chairperson Approved for filing /p 7 /2011 I I: i I i � <o HA -re_leFpahone(6311)�7965-11802 54 4iainRoad N rogerrlchert(a)Lown1southoEnV.us i�13_Box 1179 Sanffi�N-Y 11971-0959 v�l► BUR DIi4G DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION BY: 1t eS �n er,( Date: /y /v ZI Z f . .Name: Z_0✓►L4 OfC - `C.Gt.d'Yl.GS - � im es t -- ��. G_rr'l5o uGZ /7�rS' No.. %6 03 IT "INFORMATION: (*Indicates required lr formatlon)__:_. : kiss:. 1p e scams Street: a-177 ba-d *v I m. e No-: Pe it No.: 70o 0 Tape-Map District: 1000 Section: °' Block: Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *ls job ready for inspection: (�9/ NO ough In Final *Do you need a Temp Certificate: YES/MOO Temp Information (If needed) ` *Service Size: 1.Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional-Information: E WITH APPLICATION LI DEC 10 2012 .82=Reauestfor Inspection Form TOWN OFSOLI HOLD GERACE ARCHITECTURE STUDIO 792 CONNETQUOT AVENUE, ISLIP TERRACE, NY 11752 PHONE 631-277-0190 0 FAX 631-277-0278 February 17, 2012 To; Town of Southold - Building Dept. P.O. Box 1179 /J Southold, NY 11971-0959 Attention; Kimble c, Re; Building Permit Application of; Nick & Carolyn Cutrone 786 Bailie Beach Road Mattituck, NY 11952 Suffolk County Tax Map # 1000-99-3-7 Dear Kimble, Per our telephone conversation of earlier today please find enclosed, check in the amount of $1,382.30 for building permit fee for above referenced project. At your earliest convenience you may mail the building permit to my office at the address indicated at top of this letter. If you have any questions at all, feel free to contact me. Best regards, Peter A. Gerace II PAG: tas C.C.; Nick & Carolyn Cutrone Enclosure DECEL YE F E 0 2 3 2012 BLDG, DEPT. TOWN OF SOUTHOLD .37 © OO BUILDING PERMIT EXAMINER CHECKLIST Date Submitted: Date Reviewed: 02-13—j� Applicant: � Owner: ArchitectW,�M � � Estimated Cost: SCTM# 1000 — 9 1 -3 _ _ 7 Subdivision: Zone: /��' Conforming? DAD Property Address: �� / ACity: /Al - Pre COs? Building Permits (Open/Expired): BP -Z/C/O Z- ,Info: BP -Z/C/o Z- ,Info: BP -Z/C/o Z- , Info: BP -Z/C/o Z- ,Info: BP -Z'/C/o Z- ,Info: l " Single& Separate Search R uired? Y o N Determination: STc�RM�rY�.T�,_.R.-itN-Q.FaF: REQ. Lot Size: 6�`� 87 ACT. Lot Size: REQ. Lot Cov. A07-o ACT: Lot:Cov. REQ. Front ACT. Front R 8Q Side ACT. Side REQ. Rear PROP. Rear REQ. i ht' 3 5 ACT. Height RE Q, Sanq SIDES A C T roject D c iption: If yes, water ody: ,-�. Panel# Flood Zone: B`ulkhea luff Distance: ADDITIONAL APPROVALS'REQUIRED ?LAN S(q_) SIGNED, Se-4LED 'SURVEY OR SITE PLAN Suffolk Countv Health: Y o�¢NJ- If yes, *Bed#: *Date: / / *Permit#: Town Septic: Y-N - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-DEC 9/1/75 Y 0 N - Date: / / Permit#: or NJ Letter-Notes: Southold Trustees: Y of Ir -I Date: / / Permit #: or NJ Letter-Notes: Southold ZBA: or N - Date: _/ / Permit#: -Notes: Southold Planning: Y of Date: / /_ Permit#: -Notes: Town Landmark C of A: Y o61D15Aj3jL11rY TE: / / *NYS CODE-Vompliance (page 2): Y or N CQNTWTIOR ilIc�NSt LI/}BIt.ITy U/o1Q1C/'fENS Coiyp�/US.gT/on/ Notes: Fee Structure: Calculation: Foundation: to SF 0 , ?_o First Floor: oti SF + Initial Fee: $ P-0 0, 00 Second Floor: -7�L7 SF Additional Fee �_): $ Other'O ARILT` a-3 F SF �5 �Kl L(� J�EMa, SF X $ .3o =$ 9-.71 70 01 MOI_JT)ON 93 SF X?Y_X ,' 9SOn +Initial Fee: $ O 00+Additional Fee A-S( ,50LT): $ 9 d4 (7,6 X �'F, 8 ) = a 8,a c o f o FE E, 2 E(15'r//IG P _DCC � AS BUILT FEE . 9S,X 0 TOTAL: $ 1 � � 30 t NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC I)ESIGN CRITERIA: Ground Snow Load:20 . Wind Speed: 120MPH Seismic Design Category:B Weathering: Severe Frost Depth: 36" Terw.ite: M-H Decay: S-M Design Temp: 11 Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: YIN HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS:Y/N ROOF RAFTERS: YIN LUMBER SPECIES AND GRADE: Y/N WINDOW AND DOOR SCHEDULE: -NIISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N 4 LIGHT 8%: Y/N `TENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM/ LOCATION OF DIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ..ENERGY CALCS:q/N (RES CHEC K) �4/0 TOTAL COMPUENCE? Y/N (RETURN TO PAGE ONE) LONG ISLAND SOUND JOB#10-258-SO HWM 12-5-00 HIGH WATER MARK 3.8d1 12pm SURVEY OF PROPERTY LOCATED AT MATTITUCK TOWN OF- SOUTHOLD SUFFOLK COUNTY, NY S.C.T.M., 1000-99-3-7 CERTIFIED TO: NICHOLAS CUTRONE TAX TAX LOT y LOT 9A 6 y Y. q el el fn 50.0 TOP OF BLUFF 9 APPROVAL Z cs WDDECIC j C? el 33'ABV GR °` z 36.08' 48 49.70' 31.01' C5 - 24.8 �� PROP TDNeERwau w sr- z - x 6.0' 1&1/25T w 156 17 N CE DWELL 6.0' 50 #786 ff el 6 a °' 51.93 29.51' el 30.8' 33' 40.20 PROP 2' W 1st FL j$r N O DEl']C a, 6.8' O O 21.9' t O n x GRAVEL DRIVEWAY 1 2' FIR GAR &el 2 46.91 10.05' 35.4' 1.47 o el el N 64°23'00^.E 257.6' z 4.65 S 64023'00°W 85.00, a oRIGHT OF WAY s64 +oo^w 312.0' PREPARED BY, N ►� DK V , BEANSTAED DDNALD L. MALM, JR ' OUT BY A UC06M LAND SURVEYOR o PRIOR TO COWENCING WITH LAND SURVEYOR.' . ANY WORK z . 61 NASSAU AVE ALL STRUCTURES,EASES, �2 0 z I S L IP, NY 117 51 UTILITIES OR NOT GUARANTEED w g 631-581-0003 x O W 0 SCALE: V= 30' NOf•TOFF RS OD SSToN �' '. DATE: MAR. 8, 2011' THE PROPERTY LINE ARE FOR A SPECWIC PURPOSE AND USE,AND THEREFMRE ARE Z NOT INTENDED TO GUIDE THE ERECTION OF FENCES.RETAINING WALLS. POOLS, o Z PATIOS,PLANTING AREAS,ADDITIONS TO ANY y N BUILDINGS IN ANY OTFER CONSTRUCTION "tz W K U L%WTHURE D ALTERATION OR ADDITION Q Ac °° `®""",•y TO THIS SURVEY IS A VIOLATION OF Q _ n SECTION 72119 OF THE NEW YORK STATE EDUCATION LAW COPIES 13F THIS SURVEY NAP NOT BEARING THE LAND SURVEYORS INKED SEAL OR .. •, . EITBOSSED SEAL SHALL NOT BE CONSIDERED z � TO BE VALID TRUE COPY A. GUAR ANTEES T THPPERS13N FOR WHOM THE SURVEY C? AGENCY IS PREPARED,AND ON HIS BEHALF TO THE .. — �. '�••.,.rye.,a'.'..' ' LE N INSTITUTIONLISTED COMPANY, GOVERNMENT�HErsREON, AND 777.63' / TO THE ASSIGNEES OF THE LENDING INSTI- 20;01 TUTIEX GUARANTEES ARE NOT TRANSFERABLE S 68-4 '40"W t" %1'~ "- -t't: <•3 TO ADDITIONAL A INSTMONS OR SUBSEQUENT OWNERS (REEVE AVE.) BAILIE BEACH ROAD `"'"':`;` TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 76 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees _ Flood Permit Examined �� 20 10onn' Storm-Water Assessment Form Contact: Approved �' 120 Mail to: Disapproved a/c L Phone: U J Expiration — 120 13 Building Inspector © / APPLICATION FOR BUILDING PERMIT MAY 13 2011 1i 1 1 Date , 20 DEPT. INSTRUCTIONS ' BLDG. OWPI f SOUTHOLD e 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 issualnce or has not been completed within 18 months from such date..If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize;in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. '- APPLICATION IS HEREBY MADE to the Building.Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housinA code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) 7 J i 2- CoNAIET-gQOT &gE.} IscrP TEoe4a. NY 11957- (Mailing address of applicant) State whether applicant is owner, lessee, agent,EEc)engineer,.general contractor, electrician, plumber or builder ARCH ITEC 1 Name of owner of premises IV i e,i< Ui RaNE (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: q6G B&IL(E E)E'AGH M (T32 House Number Street Hamlet County Tax Map No. 1000 Section I Block 3 Lot / Subdivision, Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy �-roK'Y R£stoEN6E b. Intended use and occupancy PRdP0SF_ 2 jjo!l AP v I rioN. ANO NEVq AND EXr3TI146 AS BVILT DEC-k dT RCP` 3. Nature of work (check which app icable): New Building Addition V Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. I 7. Dimensions of existing structures, if any: Front '�21 t Rear Z E I t Depth 30 Height .`2S t Number of Stories Z Dimensions of same structure with alterations or additions: Front �i5a� RearZs,' Depth 32 Height Number of Stories 2 ' (�3;lop 'f 8. Dimensions of entire new construction: Front Rear . ; Depth' - Height 33' Number of Stories 'L i . . 9. Size of lot: Front S� Rear S Depth 31 Q. - - 10. Date of Purchase-A,f NZ.1 L_ 2_00a Name of Former Owner H ERg uP.T GoLo SC.k h I pT 11. Zone or use district in which premises are situated R-' g© 12. Does-proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded?.YES NO J Will excess fill be removed from premises? YES__L NO 14. Names of Owner of premises M cK Ce i R ONE Address24G8 0rwN ST:I-.Neay,�j Phone No 5.1G 9 94 d899 Name of Architect I ETFR Gl=RacE Address 79 .Cor�N�rQ (SLIPT ion�Nor-3( 2'79 0190 Name of Contractor Address Phone No. :r 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES V 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 ✓ 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. 1.8. Are there any covenants and restrictions with respect to this property? * YES NO ✓ IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) I E T Ejz�_ GERA GE iieii]g-duly swore, deposes and say-that(s)l-e is the applicant (Name of individual signing contract) above named, (S)He is the ARC N IT EC-T (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 ap, r the best of his knowledge and belief; and that the work will be p �6jA t jjb�f e eh. S j&� g performed in the manner set fo c No. O1 J06188733. Sworn to before me this Qualified In t0toW County day of &4"#June 09, 2012 Notary ie Signature of Applicant v REVISIONS Nw p N p O LL r O O p a a 0 0 0 L Q Z pu ma5u=i� z o�2.wr0 '�v_''Oc9 °u 2 F U N=2 . � omO�zQ�p 'u� R1 U)0)p 0) > =Ln FFtNzG� r LONG ISLAND SOUND Q �o�-3 t 2 I NomunEn0ED HWM 12-5-00 0 z p — HIGH WATER MARK 3 8-il 12pm d o o 2 po4��a�Gc�ooe�a Lu q Z _U Z �upio�°��Nzw� W °N sow LL �ucfl� �>po fLu Iv zp✓ S`Imos�� n p p N O w . Z u`SQ �GON"N� ILINE OF EXISTING DECK I �o°=o Z ABOVE (TYPICAL) I I i to Z O TAX m TAX LOT y LOT 9.4 � 6 � Z iU wD DEC el 50-00 OF OF BLUFF el COASTAL EROSION HAZARD LINE 49.15 WIDE-LOCATION ESTABLISHED lLl ON PER MAP PROVIDED BY ulGRADE TOWN OF OUTHOLD) THE W o N F- 8 'p I0� W D DECK z 36.08' 48. 49.70 1.01 � -J R ° e PROPOSED 2 STORY ADDITION (15'-0"X 16-3")FOR _ NEW EXPANDED KITCHEN d DINING AREA AT FIRST � 24.8' '' PROP FLOQ AND NEW BEDROOM AND FULL BATHROOM w DD. AT NO FLOOR. J 6.0' 1&1/2ST w 15.6' � � PEE DWELL � p =1 6.0' b2 #786 ff 6 7J - 51.9.93 C E X 1 5 T I N (3) 2 X 8 G 1 R D E R I 4. Q — -- —0 —(5 --0— — 29.51 PRO 30 BP20 D EC PROPOSED NEW DECK AT FIRST FLOOR 2 B R 33' t�> Ist FL O DECK b. 6.8' rn p - 21.9' w g X L ® 1 NOTE:ALL REQUIRED SETBACKS MUST BE CONFIRMED _ ` {— O BY AND STAKED OUT BY A LICENSED LAND V 1U GRAVEL SURVEYOR PRIOR TO COMMENCING WITH ANY WORK. Z O 2 e POSSIBLE AREA FOR < Q ' NEW MECHANICAL Total Parcel: 29199.6 Sq.Feet Ut i EQUIPMENT X E X 1 5 T I N G (3) 2 X 8 I R D I° R V Gres Lu Ui _0 �� DRIVEWAY Area of Hazard Line Forward: l 16004.2 Sq.Feet V r N 0.4 Acres rn ' rn NEW CELLAR 1 2' 2.39 Lot Area Coverage Calculations; 199.6 Sq.Feet 0.7 GAR Existing Lot covFR Total lot area; erage;l 826 Sq.F Feet 6.25% gf el — — — — — — — 1 46.91 Proposed added coverage;274 Sq.Feet 3 — — — — — 35.4' Proposed resulting lot coverage-2,100 Sq.Feet=7.19% ul �_ NI 10.05' i.4r �1 •n ?0 j z EXISTING STAIRWELL Lot area landward of existing bluff=19,004.1 Sq.Feet i� I I AND AREAWAY TO BE Proposed lot coverage landward of existing bluff=11.05% -0 C>i gr z I I REMOVED — -0 tLot area landward of CZM=16,004.2 Sq.Feet(0.4 Acres) 71 A — — — —I I b o Proposed lot coverage landward of CZM=13.12% Lu el e2.21 N 64023'00"E 257.6' Q 49.65IL = i ( N S 64023'00"W 85.00' Z $ RIGHT OF WAY O Z m A rn i I 15-1 4 Z (� S 64°23'00"W 312.0' O w I I NEW P.G. FOUND. 4 FOOTINGS (TYPICAL) I z w co z T I I I I I °o I I I I I I II I I I I I I I I i l � I — — — — I I I I I I ( I I I I I I I I I I III I LINE of NEw ,�W I ( I I I I I I I I ( I I I I ( I I PROPOSED DECK ABOVE FLOT FLAN z 1 173C a FOUNDATION FLANs - °°g � Z NOTE; PLOT PLAN BASED ON SURVEY OF - 977.63'P1/4DONALD L. MALM, JR. (LICENSED LAND20.= 1 -0 SURVEYOR) DATED MARCH 8, 2011. (REEVE AVE-) BAIUE68°40'40"W a Q BEACH ROAD PR=r No. 2010-12*7 6-24-11 AS NOTED KRH/TAG cH5CI4n DY: PAS APPROVED: PAS VRAwlr+b NO. ZBA FINAL MAP SEE DECISION # A- 1 z • v REVI51ON5 o lL n ��w��N�KoZ 0 i1I u� o0i0�¢ �opoaQgo�= lL'Q . 2x ouG<oao�fL�4 >o °c z _ womooa�os �' O¢000�ONLL+n°L. W=z° Nzk� �-- k<w °22w mo 0 D =�WoW�o4w 7 .n Nam V G10 Ulm 1 z Q C�o �U�o�ou 0CIO0 v z Q��°o= �u�� p O C,G Q Q N z z EXISTING PECK d < l n u vH o z d3 �-- z GLO. V 1 LU Y DEN I B DR M. \ I � v � GREAT T I I Z Lu kn RM. � ��I _ I_ I- o Wzz ' ° GLO. PANTRY n III IIIII � BATH TIN Z III D/ E �III I7 - _m 00 ATH i 14-b \„J R LINE OF 2nd FLOO ABOVE DINING NOOK LINE OF EISTING BAL O I NEW MA5TER CON5TRUCTION TO BE REMOVED d BEDROOM 5UITE 12 (TYPICAL) DN. = = = = = = = ROOF REMOVE <,L05ET BELOW AND DOO>R � OO EXII5TINI BE RO OO 5ITIN RM. CONVERT BEDROOM TO NEW HOME OFFICE WALK NEW KITCHEN N FL I — 3 NEN IN m�r I I I GLO. W REF. — --I OO D - — I G o V ry o J � z W ° �tL Q � II III uz m I ( I I I ROOF BELOW Q II III � z � v I III LINE OF EXI5TINO PECK 8 I i I I NEW DECK ;3 w _J 5TEP5 TO BE REMOVED (TYPICAL) III III 0 v Ill III IIICL Lu i— �- >3- FT� -I- �- -r - - -I- o I I I I I I UP I t l I I I I I I I I I I I I I I I I l i I I I I I z FIRST FLOOR PLAN SECONP FLOOR FLAN � 0 1/4" = 1'-0" 1/4" = 1'-0 Q � 0 � w LIL N MUECT No. 2010-121 I , DATE C\V 6-24-11 scue. A5 NOTED DRANN BY: KRH/TAG a5cw D BY: PAG ��•� ��Q,gt�" APPROVED. FAG ��9® DRAVtlN6 No. A-2 Ert, �CISI(3id ,' Q o PNO J REV 151 ON5 z � � � m Z_ 0. lL lD � W��N��a Lu uG� ao�i Z Ow° ypNo U' N Z X w mOp�¢�OU ¢OQO�OU. } z sOW= o� w z n/ =�w Owl lR- ,11 Ul Oo]Uo�°°Nm O N O z Z w °G ° _t� �f z F- L v�oo[w U1�o� p o= 111 �°z°��°a� CIL z HHsygmno9 N ClUmz �a�y 0 11.- a?aw°uzoa�k O � LU Z V , � m ua 4d LINE OF EXISTING ROOF l 1 — • — . — • — • — • — • — • — • — • — ' milt TOP OF PLATE — . — . • — , — . — . — 771- 1 I mU-1 w V z z0 \ I I LINE OF EXISTING z ROOF z I Lu TOP OF PLATE _- FIN. 5EGOND FLOOR n W v FIN. SECOND FL. — —— _ — — t TOP OF PLATE — , — . — — — — — - - - - _- - I I — w — - — — I i — — — — ►- u� LEx,5T. 15T FL. z r II II I I Q CLO. HEIGHTlu 9 II II II IL = = J I I zb v I II II I I tu r I I I QY zz I I r FIN. FIRST FL. FIN. FIRST FL_ . — . — . — - — - — . — • — • — . — • — — — — — TOP OF PLATE TOP OF PLATE — . — . — . — . — . — / 111 • — • f� II I � W 0 ►�n � V- tu u z in r ' — — — — — — — — — - - — 0 w v m I - - - B — . — , — . — , — , — . L1--. 1 FIN. BASEMENT SLAB FIN. BASEMENT 5LA — — — a LU S � r T z F 0 W J lU I— `� 10. c.. PR=T NO. 2010-121 DATE: l 1C) 6-24-11 A5 NOTED DRANNI BY: KRH/TAG �� GHEGI�BY:FRONT ELEVATION QA�- �,� PAG �� _ It �C% PAG 1/4 - 1 -O ��O Q H ode 0 No co REVISIONS J N 0 ~ Z Q W Z 0 W (�Z�f F005.z wOU= Z ouG�oaou=i�� X LU nzi OLaoou) olb 'mil < �_wz p" ~ppO p<O Q O�O"re } ==�i F8Tiz_--[1 pZw�Z o O Oi; 3N�iD OOm5(:1Nm W J ,. Z "OOpQQ=0 � 0 � Q p��azG�ooN p =N_ 2 w =W J p 0 U }Q o U W jw t¢zp"p n.pW°l¢ n W p O o v z z s.z z pwG< w" o � w N �O= GO `aa O z Z 0, O � Z r V , � m ua 71 ED — . — . — TOP OF PLATE N V LU z O 3 x - - - - - - - - - - - - - - — TOP OF PLATE Lj — — — — — — — — — — — — — — — — — — — — — — — — — — — FIN. SECOND FLOOR — FIN. SECOND FL. — — v r — — — . — . — TOP OF PLATE EXIST. 15T FLJ dh GLG. HEIGHT V m �Iv = z r J a: I— W — VY FIN. FIRST FL. FIN. FIRST FL. IC- TOP OF PLATE TOP OF PLATE — — — — — — — — — • — • — • — • — • — • — • — • — • — • — W O W O LI) T mar — — mar 0 UJ v z m o LU0 — . — . — . — . — . — . . — . — . � � FIN. BASEMENT 5LAB FIN. BASEMENT SLAB _ V M < w \0 � T z 0 v O w w PR=T NO. 2010-121 DATE - 6-24-11 �� A5 NOTED EAR ELEVATION 4 Oix$ er: KRH/TAG PAIS NO.NOPAG DRMW O� 4A- Q REVISIONS O ~ N� D Z tu z �� ooz��d p w z =z U N N z w � Otj 20(U�� .X •�' w z z z c z O 07 1 �a'ogo�o6�+EEE �(� z=N FFNzF y2 {�. ��j 3 N m m°U m o O U=1 Sm IL .--1 oo z Q Y z 5 O 0 Q _Y V 'q og� N �0C�z0�0= W ¢�N�oO�°d j 00 O o z o N z 0 z Ud o�G w N w N 0 °o°=oG� ��a�a z<<Zi°Uzo¢2E 0 V a � � ts) ' m tu w v v �- ua _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Lu � I � 4 TOP OF PLATE TOP OF PLATE N milt cn f _ r 'fit iV� S N Z I— FFF--- tu FIN. SECOND , � . — . — TOP OFF PLATE FIN. SECOND Z TOPOF PLATEE — . — . — . — . — . — . — . — . — . — . — . — z XN_X FIN. FIRST FL. O _ FIN. FIRST FL. r TOP OF PLATE — — — TOP OF PLATE — _ — I — . LL Q m�r Et FO LU v Z m � ztu � v FIN. BASEMENT SLAB FIN. BASEMENT 5LABLu }— o r T z O z 0 w LL w FUll FINI nL VA DECISIC'NPRO.gGT N0. -- ` 2010-12'I DATE 6-24-11 V-14 . A5 NOTED LEFT 51PE ELEVATION DRN"N BY: � �� KRH/TAG �V cN D BY:PAS 1/411 = 1 1-011 �4�� PAO APPRfJJED: �ws DRAWMb No. A-5 Q J O No I z REVISIONS J � O ~ L p W FL 0W� zFa�a W ��wpoN�4a Z 2,00,Iooww V 1_.al ow��oao-j O� < _ i wp-nnK w j-Z O N U u, M Ou0 SF'QpNNO W zo�uno0<20� >2 7 Z p z�O p¢OnznO�ONwiL } z=NNFFm z Gu� ^/ qi_w�W�RHM IL � � w_ W U l O rt]U rt 1 p O N tt 1 z NO.w z ZO n/ L w lL O p�gp� p'driwU' Qo[aN ❑w u�- O w z Z li— �8,p~G fiD 0r tu VIL IL lj1 �iaupu�o�o� /� p 0 p .f� 0 in �20o-e O � d3 V • m LU w (� Qd _ I V � �— TOP OF PLATE — , — , - �yy mld N � m v 4 Zz L' sx z 9 t� F TOP OF PLATE LU FIN. SECOND FLOOR - - - - - - - - - - - - - - - - - - - - - In r LU _ . — - - - _ - - - V X - - - - - - - - - - - - - lL �_ Q — EXIST. 15T FL. _ III II Cl-G. HEIGHT Q m _ III fl to � u� zz FIN. FIRST FL. 1- T5P OF PLATE TI IL Al L II II � —:- w 0 tin m� I� = = = = �1 I II II � A Q✓_ T _ _ _ - - - - - - � - - - � ° az z my Lu FIN. BASEMENT 5LA13 O -I < w z z 0 Y F } w i 0 Mox"T W. 2010 j L�DEC I_>ICid DATE scup: sr: TION I' AS NOTED Kl & f4T SIPE EL DiMC BY: KRH/TAG "�� cHD 1/4 11 = 1'-0" PAG 1� 1 `® PAG A—& CONSTRUCTION NOTES: PLUMBING NOTES: 1. ALL WORK SHALL COMPLY WITH THE RE(QURREMENT5 OF THE NEW YORK STATE 1. ALL WORK SHALL MEET OR EXCEED THE LATEST REQUIREMENTS OF ALL NATIONAL, CONSTRUCTION CODE, THE NEW YORK 5TATEE ENERGY GON5ERVATION CODE, AND ALL MUNICIPAL, LOCAL AND OTHER AUTHORITIES HAVING JURISDICTION.ANY WORK NOT APPLICABLE FEDERAL, STATE, AND LOCAL(CODES, OfeDINANCE5 AND REGULATIONS. SUBJECT TO THE APPROVAL OF THE AUTHORITIES HAVING JURISDICTION SHALL BE CLIMATIC AND OEOORAPHIC DES16N CRITERIA (AS SUPPLIED BY JURISDICTION) 1. THESE DRAWINGS HAVE BEEN 2. THE CONTRACTOR SHALL VERIFY ALL IDIMEN510N5 AND CONDITIONS AT THE JOB SITE GOVERNED BY THE NATIONAL PLUMBING CODE , THE COUNTY HEALTH DEPT., BEST PREPARED BASED UPON AND IN PRACTICE AND MANUFACTURER'S SPECIFICATIONS. GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD ACCORDANCE TO THE NEW YORK STATE L55END: Do ft PRIOR TO COMMENCING WORK. REPORT AN1Y DISGREPANGIES TO THE ARCHITECT BEFORE I PROCEEDING WITH THE WORK. SNOW SPEED DESIGN FROST LINE; DESIGN UNDERLAYMENT HAZARDS 2. CONNECT ALL NEW FIXTURES TO EXISTING SANITARY LINES. LOAD CATEGORY WEATHERING TERMITE DECAY _ _ _ _ _ REVISIONS m h DEPTH TEMP. REQUIRED RESIDENTIAL CONSTRUCTION CODE OF 3. THE CONTRACTOR SHALL EXERCISE SRi:OM CONTROL OVER THE JOB 517E OT 3. EXTEND SOIL, PIPING, WATEE AND VENT LINES A5 REQUIRED, REMOVE ALL FIXTURES, 20 PSF 120 MPH B SEVERE 3'-0" MODERATE SLIGHT TO 110 YE5 BY PLANS AUGUST 2010. _ _ _ _ '-_ EXISTING CONSTRUCTION PREVENT ANY DIRT, DUS i DEBRIS, ETC., FROM ENTERING FINISHED SPACES.PROTECT ALL PIPING, LINES, ETC., NO LONGER REQUIRED. TO HEAVY MODERATE EXAMINER TO BE REMOVED � ADJOINING AREAS AND MAKE GOOD ANY DAMAGE RESULTING FROM ANY CAUSE. -� 4. ALL WORKMAN5HIP AND CON5TRUCTIOM MATERIALS ARE TO BE OF THE FINEST AND 4. ALL DRAINAGE PIPING SHALL RUN IN EXTRA-HEAVY CAST IRON PIPE,SIZED AS SHOWN 2. THE DE516N FOR THIS PROJECT HAS EXISTING CONSTRUCTION O ON NG OR A5 REQUIRED BY GODS. �� F��°s HIGHEST QUALITY THROUGHOUT. UPON COMPLETION,ALL WORK SHALL BE LEFT GLEAN BEEN PREPARED IN ACCORDANCE TO TO REMAIN p °° AND IN PERFECT CONDITION.COMPLETION OF WORK, HOWEVER, DOES NOT GUARANTEE ENERGY (GORE COMPLIANCE: � o g�°--LL�a�u AND U51NG THE FOLLOWING CRITERIA; - "'�D V 9_"- a ACCEPTANCE BY THE PROFESSIONAL AND ANY REPAIRS, CORRECTIONS, OVERSIGHTS, REQUIRED PIPES, EITHER SUPPLY, WATTE, OR VENT,SHALL BE EXPOSED EXCEPT A5 NEW CONSTRUCTION E z o°n°w o ETC., SHALL BE AT THE EXPENSE OF THE CONTRACTOR. A FIXTURE. THE WOOD FRAME CONSTRUCTION >= N=r o<pE o 6. PROVIDE AND INSTALL PROPER INSULATION ON ALL HOT AND COLD WATER AND o 9 o F}U N N 2 5. UPON COMPLETION OF WORK THE GONTfRAGTOR 5HALL REMOVE FROM THE 517E ANY MANUAL FOR ONE AND TWO FAMILY _�o Z a o;€s SANITARY PIPING. DWELLINGS (WFGM). z tu in°° 8 SURPLUS MATERIALS, EXCESS WRAPPINGS, EMPTY PACKAGES AND CONTAINERS AND ALL �4 lL z 4 0 0 a o 2 k DEBRIS RESULTING FROM THE WORK. ALL D>EBRiS TO BE LEGALLY D15P05EJ7 OF '1. ALL FIXTURES TO HAVE 1/2" SUPPLY UNLESS OTHERWISE REQUIRED BY PLUMBING b NOTE: SEE SHEETS A-11 THROUGH A-12 FOR LOAD PATH �j =i= e F18 OFF-SITE. FIXTURE MANUFACTURER.PLUMBER TO VERIFY ALL PLUMBING REQUIREMENTS. ' RESCheck Software Version 4.4.2 GOtJNEGTIONS REQUIRED FOR ENTIRE PROJECT z ` o o gi�m E _ °l Om°m°01n° 6. FOOTINC75 AND FOUNDATIONS TO BE MINIMUM 5,000 P.S.I.CONCRETE.ALL FOOTINGS 8. PITCH ALL DRAINS AND BRANCH VENT5 MINIMUM 1/4"PER FOOT. Compliance Certificate NOTE; CONTRACTOR RESPONSIBLE FOR Z TO REST ON VIRGIN, UNDISTURBED SOIL. EXTERIOR OF ALL FOUNDATION WALLS TO BE , DAMP-PROOFED FULL HEIGHT. cl. ALL PLUMBING FIXTURES AND FITTINGS SUPPLIED BY OWNER, INSTALLED BY THE PROJECT MUST HOLD CERTIFICATION NOTE: GENERAL CONTRACTOR TO COORDINATE ALL 5ET-UP U [Q Z U o �r s 7. ALL CONCRETE FLOOR SLABS TO BE REINFORCED WITH 6X6 10/10 WWF. CONTRACTOR. FROM EPA UNDER TITLE 40, PART '745 IN WORK REQUIRED FOR SHEARWALL IN5TALLATION5 (WHEN {_ < ° z o REQUIRED) PRIOR TO COMMENCING WITH ANY WORK FOR N 8. PROVIDE POLYETHELENE VAPOR BARRIER UNDER ALL INTERIOR SLABS , MINIMUM 6 10. PROVIDE AND INSTALL LEAD OR LEAD-COATED COPPER PAN, COVERING SIDES AND REGARDS TO PAINT-LEAD HAZARD AS PROJECT � BOTTOM OF SHOWER ENCLOSURE. ALL SEAMS CONTINUOUSLY sot iEREO.PROVIDE FOR Project Title: Cutrone Residence REQUIRED. w o o MIL THICK. 1L Z 00° w�o�€� WATERPROOF DRAIN CONNECTION. o°f Energy Code: 2010 New York Energy Cornservation NOTE: ULES5 OTHERWISE INDICATED;AT ALL NEW AREAS AND M ".o o 0. w o q. ALL CRAWL SPACES ARE TO BE VENTILfNTED WITH "ALUM.BRICK VENT"TYPE 'D' 11. ALL PIPING TO BE INSULATED AND LOCATED 50 A5 TO MINIMIZE N015E. Construction Code WHERE 50% OR MORE OF THE EXISTING FLOOR SPACE OF A Z N° Location: HABITABLE SPACE 15 BEING RENOVATED G.G. 15 TO PROVIDE m °Z LOUVERED LL VENTILATOR A5 MANUFAGTrURED BY REISNER VENT BRICK CORP., L.I. Construction T Suffolk County,New York °°°�Z n°,Z z CITY, N.Y.. CAST ALUMINUM WITH INSECT MESHi SCREEN. 12. PIPING MATERIALS SHALL CONFORM WITH SECTION G2413(403)OF NY5 Protect Type:Type: AdSindition/Alteration on/Altele ration I INSULATION WITH 'R'VA1 UES A5 FOLLOWS; V 0 zoo CONSTRUCTION GODS. Heating Degree Days: 5750 o�°�O OH =O�� 10. INSULATION AT ALL EXTERIOR WALLS,GE:ILINGS, AND FLOORS TO BE FOIL-PAGED Climate Zone: q o AT EXTERIOR WALLS R-13 (MINIMUM) � � FIBERGLASS BATT INSULATION, 'R'VALUE AS,SHOWN ON DRAWINGS, WITH FOIL FACE TO 15. PROVIDE AND INSTALL ALL PIPING REQUIRED FOR HVAG SYSTEM. AT FLOORS OVER UNCONDITIONED SPACE R-21 (MINIMUM) t- WARM-IN-WINTER SIDE, AS MANUFACTURED 55Y OIAEN5-CORNING. Construction Site: Owner/Agent: Designer/Contractor: .� K Mattituck,NY ° AT CEILINGS UNDER UNCONDITIONED SPACE R-21 (MINIMUM) cV Z N 11. PROVIDE AND INSTALL COPPER FLASHINIG AS REQUIRED TO ENSURE WATERTIGHT AND Gerace Architecture Studio N � O WEATHERPROOF CONSTRUCTION, INCLUDING ANY ROOF PENETRATIONS,,WINDOW AND c»1ir•ff=lrl?'t. •. LONG ISLAND SOUND DOOR OPENINGS, INTERSECTIONS OF ROOFS AND VERTICAL WALLS, EAVES, GUTTERS, FOUNDATION NOTES: Compliance:8.8%Better Than Code Maximum UA::147 Your UA:134 ETC.. PROVIDE ALL CLEATS, FASTENERS, EDIGE AND DRIP STRIPS, ETC.. The%Better or worse Than Code Index reflects how close to compliance the house Is based on code tradeoff rules. HWM 12-5-00 1. ALL FOOTINGS TO BEAR ON VIRGIN 501E 4,000 P.S.F.. � � Q It DOES NOT provide an estimate of energy use or cost relative to a minimum-ccode home. CA 12. PROVIDE GALVANIZED METAL STRUGTUR�AL CONNECTORS AT BUTT CONNECTIONS OF 2• ALL CONCRETE SHALL HAVE AN ULTIMATE WMFRES51VE STRENGTH OF 3,000 P.S.I. HIGH WATER MARK 3-8-11 12 m NOTE:SITE DRAINAGE SHALL BE UPGRADED STRUCTURE, AS MANUFACTURED BY SIMP50NI STRONG-TIE COMPANY. AFTER 28 DAYS,MINIMUM. p' BY INCORPORATING STORM DRAIN RINGS D �y • _ r,:. PROVIDE REAINAGE FOR ON SITE DRAINAGE t 13. ALUMINUM GUTTERS AND LEADERS. PROVIDE ALL BRACKETS, HANGERS, STRAINERS, FOR ALL ROOF SURFACES OF PROPOSED m I I ADDITION AND EXISTING RESIDENCE. UJ ETC., AS REQUIRED. CONNECT ALL LEADERS TO DRYWELL5. 3. ALL CONCRETE SHALL BE AIR-ENTRAINED. v Ceiling 1:Flat Ceiling or Scissor Truss 555 30.0 0.0 19 I DRYWELL CALCULATIONS; 14. (OMITTED) 4. ALL EXTERIOR WALL SILL PLATES TO 8E ANCHORED E FOUNDATION WITH GALVANIZED Ceiling 2:Flat Ceiling or Scissor Truss 324 30.0 0.0 11 REQUIRED CAPACITY FOR THE PROPOSED STEEL ANCHOR BOLTS 5/6" DIAMETER X 15" LONG SPACED IN STRICT ACCORDANCE TO Wall 1:Wood Frame,16"o.c. 240 21.0 0.0 g PROJECT IS AS FOLLOWS; 15. ALL EXTERIOR WALL SILL PLATES TO BE,ANCHORED TO FOUNDATION WITH TABLES 3.2A AND 9.25 OF THE WOOD FRAME CONSTRUCTION MANUAL(WFGM) 1cIg5 SBG Window:Wood Frame, :Wood Frame,Double Pane with Low-E 8 HIGH WIND EDITION, AND TWO (2)AT EACH CORNER. PROVIDE BEARING PLATE MODEL# 0.330 3 TOTAL ROOF AREA=1500 S.F. GALVANIZED STEEL ANCHOR BOLTS 3.2 Of= THE X 15"LONG SPACED IN STRICT Window:CX135:Wood Frame,Double Pane with Low-E 9 0.330 3 I REQUIRED VOLUME=1300 X.1.1(FOR 2" RETAIN STORM WATER RUNOFF ACCORDANCE TO TABLES 3.2A AND 3.2B OF THE WOOD FRAME CONSTRUCTION MANUAL LBP55/8 BY 51MP50N STRONG-TIE CO.AT EVERY ANCHOR BOLT.TABLES 3.2A 4 3.28 Window:CX135:Wood Frame,Double Pane with Low-E 9 gULKHEA PURSUANT TO CHAPTER 236 V' MAY BE FOUND AT OTHER SHEETS IN THESE DRAWINGS. 0.330 3 i RAINFALL)X 1.0=221 CU.FT.VOLUME (WFGM) 1gg5 SBG HIGH WIND EDITION,AND TVNO (2)AT EACH CORNER. PROVIDE BEARING Window:CX135:Wood Frame,Double Pane'with Low-E 9 0.330 3 REQUIRED. n ' 1 PLATE MODEL# LBP55/8 D T OTHER 5TRO4NG-TIE CO.AT EVERY ANCHOR BOLT.TABLES 0.330 3 PROVIDE(2)POOLS TO CONSIST OF OF THE TOWN CODE. v 3.2A 4 3.2B MAY BE FOUND AT OTHER SHEET''S IN THESE DRAWINGS. 5. ALL OPENINGS FOR PIPING SHALL BE FILLED SOLID WITH CONCRETE. Window:CX135:Wood Frame,Double Pane with Low-E 9 i Window:AX135.Wood Frame,Double Pane with Loww 9 0.330 3 (1)V-0"X V-6"DEEP STORM DRAIN RING tu to 16. ALL ANDERSEN WINDOWS 4 DOORS FOR PROJECT TO BE 400 SERIES WINDOWS 4 6. EXTERIOR OF ALL FOUNDATION WALLS ARE TO BE DAMPPRDOFFJ7, STARTING AT A Window:AXW281:Wood Frame,Double Pane with Low-E 8 0.330 3 � 14"1.8 GU.FT. DOORS WITH HIGH PERFORMANCE LOW-E GLASS. POINT 1/2" BELOW PROP05ED FIN15H GRADE TO UNDERSIDE OF SLAB. Door.FWG606SR:Glass 40 0.330 13 (14 F-0"X t'-8"HIGH SHALLOW DOME 033.00 tu !! pp--d�•+.�s• +s! e� Wall 2:Wood Frame,16"o.c. 270 21.0 0.0 7 TAX I L.E.EC f r ICAL ` I 1-1. (OMITTED) Window:CXW14:Wood Frame,Double Pane with Low-E 12 0.330 4 y EACH POOL CAPACITY=180.80 CU.FT, '4 g,. �.,ELECTRICAL NOTES: Window:Flexiframe1:Wood Frame,Double Pane with Low-E= 10 0.330 3 9.4 yl� t 1 uND 18. SEAL AND CAULK ALL JOINTS BETWEEN IOR T I INS MATERIALS.G LICONE TYPE AND Window:CXW14:Wood Frame,Double Pane with Low-E .12 0.330 4 � i TOTAL CAPACITY PROVIDED=361.60 CU.FT. ' CAULK ALL WINDOW AND DOOR FRAMES PRIOR TO INSTALLATION, 51LLIGONE TYPE SEALANT,ACCEPTABLE MANUFACTURERS;DAMP, PECORA, TREMCO. 1. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE NATIONAL ELECTRIC CODE Window:AW281:Wood Frame,Double Pane with Low-E 6 0.330 2 y TAX CV (LATEST EDITION), UNDERWRITER'5 LABORATORY, LONG 15LAND POWER AUTHORITY., AND Window:AW281:Wood Frame,Double Pane with Low-E 6 0.330 . 2 el et TAT ALL AUTHORITIES HAVING JURISDICTION. Window: 431:Wood Frame,Double Pane with Low-E 6 so.00 1q. ALL SOFFITS ARE TO HAVE CONTINUOUS PERFORATEaD ALUMINUM SOFFIT VENT STRIPS 0.330 2 'FOP BLUFF 49.15 6 I�UhIIlE3c:.rt'1 CERTIFICATION � � 1" WIDE SIMILAR TO 'SA'SERIES A5 MANUFAG INKED BY AMPGOR,TAYLORSVILLE, MISS.. Window:A31:Wood Frame,Double Pane with Low-E 6 0.330 2 WOOD r ,�� c_�,(V LEAD COrV T ENT BEFORE tT1 2. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL OBTAIN AND PAY THE FEE Window:A31:Wood Frame,Double Pane with Low-E 6 0,330 2 WOOD DE n� i I-I LINE OF COASTAL EROSION HAZARD LINE },r„(=1Cr1TE OF OCCUPANCY �.J 2 20. ALL STRUCTURAL LUMBER (BEAMS, GIRDERS, HEADERS, BEARING WALLS, ETC.,)TO FOR A CERTIFICATE FROM THE NEW PORK BOARD OF FIRE UNDERWRITERS FOR ALL Window:CX15:Wood Frame,Double Pane with Low-E 13 ON D �1/ (/�� (10'WIDE LINE-LOCATION ESTABLISHED z 0.330 4 l PER MAP PROVIDED BY TOWN OF LUMBER DOUBER FIR Al HAVING A MINIMUM FIBER T ,BE OF U . F P.S.I. 4 1q% M.G., FRAMING WORK' Window:CX15:Wood Frame,Double Pane with Low-E 13 0.330 4 Z -_- =, .L cn SOUTHOLD). "30LDER USED IN WATER LUMBER FOR ALL OTHER CONSTRUCTION TO,BE DOUG. FIR HAYING MINIMUM FIBER STRESS Window:CX15:Wood Frame,Double Pane with Low 13 No /T/T/ f / l `Pi °SYSTEM CAN.r�IGT OF 800 P.5.1. 4 1q°h M.G.. 3. THE EXISTING >✓I-ECTRICAL SERVICE SHALL BE MODIFIED AS REQUIRED TO 0.330 4 - - AGGOMODATE THE ADDITION/RENOVATIONS BY ADDING BREAKERS OR PANELS,ADDING Window:AN281:Wood Frame,Double Pane with Low-E 4 0.330 1 a ca P•=• I- ) CIRCUITS, 5WITCHES, RECEPTACLES, FIXTURES, ETC., WHERE GALLED FOR OR AS 21. ALL BLOCKING LUMBER AND PLATES IN CONTACT WITH MASONRY OR CONCRETE TO Window:AN281:Wood Frame,Double Pane with Low-E 4 0.330 1 ' / / o r.'�1EE 2110 OF 1% LEAD. --� _ 36.0E 48. 49.70 31.•1' BE PRESSURE-TREATED LUMBER TREATED WIITH ARSENIC-FREE PRESERVATIVE. REQUIRED' ul Window:AN281:Wood Frame,Double Pane with Low-E 4 0.330 1 !I 24.8' . • _ PROP05ED 2 STORY ADDITION (15'-0"X II N tZt 18'-3")FOR NEW EXPANDED KITCHEN d PLUMBING 4. CONTRACTOR Z)HALL SURVEY EXISTING SERVICE AND DETERMINE THE SUITABILITY FOR Window:AP32V:Wood Frame,Double Pane with Low-E 12 0.330 4 11 Tinrsex wnr r. W li DINING AREA AT FIRST FLOOR AND NEW PR ALL PRESERVATIVE TREATED LUMBER AND PLYWOOD SHALL BE SOUTHERN PINE, ITS INTENDED USE, AND CALCULATE ALL NEW ELECTRICAL REQUIREMENTS. Window:Flexiframe2:Wood Frame,Double Pane with Low-E! 10 0.330 3 15' it BEDROOM AND FULL BATHROOM AT ALL PLUP."•SING�'wASTE II N 6.0' 1&1/2 sT N SECOND FLOOR. 55URE IMPREGNATED WITH ARSENIC-FREEE PRESERVATIVE IN AC.GORDANGE WITH Floor 1:All-Wood Joist/Truss,Over Unconditioned Space 278 21.0 0.0 12 w II N DWELL _ N WATER LINES NEED FEDERAL SPECIFICATION TT-W-5 AND AMERUCAN WOOD PRESERVERS ASSOCIATION (AINI-A)STANDARDS, AND SHALL BEAR A THIRD PARTY QUALITY MARK INDICATING R PROVIDE AND INSTALL ALL LIGHTING, SWITCHES,DIMMERS,RECEPTACLES, ETC.,AS m II 6.0' #�6 ffet SILT FENCE AND HAY BALES FOR 13Z0510N TESTING BEFORE COVERING REQUIRED. �d 0- 51.93 CONTROL TO BE MAINTAINED ON SITE FOR COMPLIANCE WITH THE APPROPRIATE AWPA 5TANDARD5.AFTER TREATMENT, LUMBER Compliance Statement: The pro building design described here is consistent with the building plans,specifications,and other K II calculations submitt w th the pe f application.The propos6ed building has been designed to meet the 2010 New York Energy Conservation II 29.51' e1 30.8' 3, II ENTIRE DURATION of CONSTRUCTION OF . YWOOD SHALL 8E KILN-DRIED TO A 1rq%OR LE55 MOISTURE CONTENT.Al_!._ g•20 II PROJECT(TYPIGAU LUMBER AND PLYWOOD FOR GROUND GONTiACT USE OR FRESH WATER USE SHALL BEAR 6. CONNECT ALL EQUIPMENT, EXHAUSTS, MOTORS, GIRCULATOR5, ETC.. THE THIRD PARTY QUALITY MARK LP-22"GROUND CONTACT USE". -I. PROVIDE AND INSTALL FLEXIBLE DUCT AND ROOF GAPS AS REQUIRED FOR EXHAUST 1 II -�, \ II PROPOSED NEW DECK AT FIRST FLOOR Report date: 01/02/12 0 21.9' w / ' o (APPROX.28'-0"X q-0") 23. DOUBLE ALL JOISTS AROUND OPENINGS„ UNDER PARTITIONS RUNNING PARALLEL TO FANS' Project Title: ne Residence e t1 I 11 Q i,� CD Data filename:C:IDocuments and SettingslPeter A.Gerace.D)J3SX411\My DocumentslRESchecklCutrone.rck Page 1 of 7 �� JOISTS, UNDER BATHTUB£i, AND A5 SHOWN OR REQUIRED. 0 8. CONTRACTOR TO COORDINATE H15 WORK WITH OTHER TRADES ON THE JOB IN ORDER PROPOSED STORM DRAIN POOLS.SEE J i r 24. PROVIDE 1"X 3"GRO55BRIDGIN6 IN LINES 6-0"O.G.AT CENTER OF ALL SPANS TO AVOID CONFLICTS WITH OTHER TRADES. GRAVEL _ II TMPACITM CALCULATIONS ABOVE, �� I � fR' I OVER 8'-0" FOR ALL JOIST FRAMING. q. ALL REGE55ED LIGHT FIXTURES ARE TO BE THERMALLY PROTECTED. L. �J 6 25. ____ _ _ _GORING THROUGHOUT TO BE 3/4" TATCOX PLYWOOD, ONE SIDE FILLED AND 10. CONTRACTOR TO VERIFY THICKNESS OF ALL CEILING GON5TRUGTION AS REQUIRED r IJ 111 SANDED, WITH 3/8" PLYWOOD UNDERLAYMEN'lT AT ALL AREAS TO RECEIVE CARPET OR v � f� / r`� RESILIENT FLOORING. BY LIGHT FIXTURES. LINE OF REQUIRED 15'-o"SIDE YARD TO C)K ( C U 6D 11. ALL DRIVEWAY BE MAINTAINED.NOTE:ALL REQUIRED �j Z N RECEPTACLES, SWITCHES, DIMMERS TO BE LEVITON WHITE PLASTIC'DEGORA' SETBACKS MUST BE CONFIRMED BY AND � lU � L(1 THROUGHOUT. EXTERIOR WALL AND ROOF SHEATHING TKO BE EXTERIOR GRADE GDX PLYWOOD SERIES. PROVIDE GROUND FAULT INTERRUPTER OUTLETS WHERE SHOWN OR AS REQUIRED STAKED OUTS A LICENSED LAND U �J Lo THROUGHOUT. 1/2"THICK AT WALLS, 5/8"THICK AT ROOFS. BY CODE. ,I SURVEYOR ANY WORK.PRIOR TO COMMENCING WITH GO�J�PL'l( V�/lTFi ALL CODES OF Ck 1 2' 2.33 2 TRIFLE RAFTERS AND TRIMMERS AT ALL ROOF OPENINGS,UNLE55 OTHERWISE 12. ALL FIXTURES AND EQUIPMENT ARE TO BE U.L. LISTED. NEW YORK STATE & TOWN CODES o w 0FR }- m SPECIFIED. TOTAL PARCEL:29199.6 SQ.FEET=0.7 ACRES Z I AREA OF HAZARD LINE FORWARD: AS R ECRU I R ED AN ED"CO ITI ONS F Q 111 8 GAR In' 16,004.2 SQ.FT.=0.4 ACRES I Af.� Z .X 28. GYPSUM WALL BOARD TO BE 1/2" THICK„ 48"WIDE, LONGEST LENGTHS POSSIBLE, ref W _ , - DTOV�NZB r 1 v LAID HORIZONTALLY, ALL JOINTS TAPED AND'SPAGKLED, MINIMUM, 3 GOATS,WITH METAL MISCELLANEOUS NOTES: 46.91 Lot Area Coverage Calculations; Q O � � CORNER BEAD AT ALL EXTERIOR CORNERS. iPROVIDE'W.R.'TYPE GYPSUM BOARD AT ALL 35.4 ! z ? SOUTHOL�Ti�1'�f�PLANNIUG BOARD _1 F� ROOF \ ro.05 1.47" IrlTotal lot area;29,199.E Sq.Feet(0.7 Acres) 1 BATHROOM WALLS AND CEILINGS AND "WONDERBOARD"BEHIND ALL CERAMIC TILE 1. GONSTRUGTION NOTES, FOUNDATION, ELECTRICAL AND PLUMBING NOTES ARE _ 4"y.TR. 1 C Existing Lot coverage;1,826 Sq.Feet=6.25% 6 s INALL5' PROVIDED SOLEY TO PROVIDE A GENERAL OVERVIEW OF STANDARD CONSTRUCTION � Pro sect ad �j� SOG�0!D TC�ti'l'd I I$TEES PRACTICES FOR A PROJECT OF THIS SCOPE. 2' (�,, ` 9 po ded coverage;274 Sg.Feet y' 2q. UNLESS OTHERWISE INDICATED, WRITTEN IDIMENSIONS TAKE PRECEDENT OVER SCALE. C Proposed resulting lot coverage=2,100 Sq.Feet=7.19°h I�•7.5,DE% Il- I� ,L 2. THESE DRAWINGS ARE BASED, IN PART, ON INFORMATION GATHERED FROM A LIMITED �" i i I4„ 30. IT 15 INTENDED THAT THESE DRAWINGS AND SPECIFICATIONS INCLUDE EVERYTHING Lot area landward of existing bluff=19,004.1 Sg.Feet -`- 1: 517E SURVEY BY THE PROFESSIONAL.ACCESS TO EXISTING STRUCTURE 15 EXTREMELY I I I <o o Proposed lot coverage landward of existing bluff Feet NECESSARY TO PERFORM THE ENTIRE WORK PROPERLY.EVERY ITEM NECESSARILY LIMITED, SOME INFORMATION SHOWN AS EXISTING 15 ASSUMED. REQUIRED MAY NOT BE SPECIFICALLY MENTIONED OR SHOWN.UNLESS EXPRESSLY STATED NEW MASTER O Lot area landward ofCZM=16,004.2 Sg.Feet(0.4 Acres) APPROVED / �+ q� O OTHERWISE; ALL SYSTEMS AND EQUIPMENT SHALL BE COMPLETED AND OPERABLE. 3. THE ARCHITECT MAKES NO REPRESENTATIONS ABOUT ANY EXISTING OR PROPOSED I ( � Pro area la dwar ofCZM=16, 04CZM=Feet t,r'�'a 0` D AS NI�1 ED v 2° 1 v2"I BATH �" of MECHANICAL, STRUCTURAL OR FINISH SYSTEM, NOR DOES ARCHITECT A55UME LIABILITY 9 _'� �� O 31. CONTRACTOR TO PROVIDE ALL TEMPORARY SHORING AS REQUIRED FOR ENTIRE FOR ANY ACTUAL OR CONSEQUENTIAL DAMAGE CAUSED BY FAILURE OF SUCH SYSTEMS. ' T/ ( ' ADI�.E B.P.PROJECT TO MAINTAIN 5TRUCTURAL STABILITY'OF ENTIRE PROJECT THROUGHOUT et e1 N 64°23'00"E 257.6'CONSTRUCTION PROCESS. el z.214. PRIOR TO COMMENCING ANY WORK, BOTH GENERAL CONTRACTOR AND HVAG zS64°23'00"W 85.00' � d�� °BY CONTRACTOR ARE TO THOROUGHLY FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS SECOND FLOOR tua o o NOTIFY BUILDING DEPARTMENT AT 32. UNLESS OTHERWISE SPECIFIED; ALL WINDCDWS AND DOORS TO BE ANDERSEN UNITS- ON SITE,VERIFY REQUIREMENTS FOR PROPOSED RENOVATIONS AND CALCULATE 5IZE AND q 765 1802 8 AM TO 4 PM FOR MODEL NUMBERS A5 SPECIFIED ON THESE DR,AWING5. TYPE OF SYSTEM 4 COORDINATELOCATION OF COMPONENTS WITH OWNER. q RIGHT OF WAY THE Iv 53. FOLLOWING INSPECTIONS: 2" 1 v2" 4" 4^ v, 1. FOUNDATION-TWO REQUIRED L GLAZING WITHIN 18"OF FINISHED FLOOR OR IN HAZARDOUS LOGATION5 AS 5. EXTEND HEATING TO ALL NEW SPACES AS REQUIRED.NOTE: IF OWNER DESIRES S 64°23'00"W 312.0' � � Q INDICATED BY NY5 GORE PART R608.4 5HALL BE SAFETY GLASS IN CONFORMANCE TO RADIANT(IN FLOOR) HEATING FOR NEW SPACES. GENERAL CONTRACTOR 15 TO C.O. � � FOR POURED CONCRETE NY5 CODE PART R305 AND SHALL BE INSTALILEO IN CONFORMANCE TO PROVISIONS OF COORDINATE ALL ASPECTS OF WORK WITH HVAG CONTRACTOR.PROVIDE NEW PUMPS, 2. FOR P-FRAMING,PLUMBING, SUCH CODE. CIRCULATORS, ALTERATIONS, ETC., AS REQUIRED.CONTRACTOR TO THOROUGHLY G, w ANALYZE EXISTING MECHANICAL SYSTEM AND DETERMINESUITABILITY FOR IT'5 INTENDED q" yo STRAPPING, ELECTRICAL&CAULKING I- {- 34. UNLESS OTHERWISE INDICATED, ALL DECKING LUMBER,TRELLISE LUMBER AND ALL USE AND ADVISE IF REPLACEMENT, OR UPGRADING, IS REQUIRED-PRIOR TO 2" 2" NEW KITCHEN o 3. INSULATION �j J OTHER LUMBER EXPOSED TO EXTERIOR CONDITIONS TO BE LUMBER TREATED WITH 4. FINAL-CONSTRUCTION&ELECTRICAL 2 Z COMMENCEMENT OF ANY WORK. 4° MUST BE COMPLETE FOR C.O. ARSENIC-FREE PRESERVATIVE. s, s. D.W. 6. CONTRACTOR IS RESPONSIBLE FOR COORDINATION AND ORDERING OF ALL WINDOWS C.O. �z a N Z ALL CONSTRUCTION SHALL MEET THE Z 35. PROVIDE ELECTRIC INTERCONNECTED SMIOKE DETECTION ALARMS AT ALL SLEEPING AND DOORS.CONTRACTOR TO VERIFY ALL CLEARANCES FOR WINDOWS AND DOORS FIRST FLOOR LS o REQUIREMENTS OF THE CODES OF NEW [X1 AREAS AND AT ALL ADJACENT 5PACE5 AND A%T ALL LEVELS OF RESIDENCE AS PER NY5 AND VERIFY THAT ALL WINDOWS AND DOORS MEET OR EXCEED NEW YORK STATE AND GORE PARTS R313, AJ102.3 AND THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS LOCAL CODE REQUIREMENTS FOR EGRESS, LIGHT, AND VENTILATION, PRIOR TO 2" 2" � °oO o YORK STATE. NOT RESPONSIBLE FOR } Z j LU 'y DESIGN OR CONSTRUCTION ERRORS. f� UA O NFPA'12 IGAL) ORDERING. - � � V � a z 36. CONTRACTOR TO THOROUGHLY FAMILIARIIZE HIMSELF WITH EXISTING CONDITIONS ON '1. CONTRACTOR TO OBTAIN, FROM ALL MANUFACTURERS;CERTIFICATES OF WARRANTY 4•• CONNECT TO APPROVED '�' m �. PROIEGTNO. SITE AND VERIFY SUITABILITY OF EXISTING CONDITIONS FOR PROPOSED WORK. COVERING ALL ASPECTS OF WORK. SANITARY SYSTEM ''f r" _ ` ' 2010-12'1 CONTRACTOR TO NOTIFY ARCHITECT OF ANY IIDISGREPANCIES BEFORE PROCEEDING WITH w K ____ _ THE WORK. 8. THE OWNER AND/OR CLIENT FULLY UNDERSTAND THAT CERTAIN ASSUMPTIONS HAVE CA) VAIL - BEEN MADE REGARDING EXISTING CONDITIONS.OWNER AND/OR CLIENT ALSO FULLY 37. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE ACTS A OMISSIONS OF THE UNDERSTAND THAT UNKNOWN EXISTING GOND1710N5 MAY EXIST WHICH MAY AFFECT OR FLUMBINC-7 ISCHEMATIC; � A5 NOTED CONTRACTOR OR ANY 5UE3-CONTRACTOR OR ANY OF THE GONTRAGTORS OR PREVENT THE EXECUTION OF SOME OR ALL ASPECTS OF THE PROPOSED WORK,AND ,� �j / SUB-GONTRAGTOR'S EMPLOYEES OR AGENTS, OR ANY OTHER PERSONS;PERFORMING THAT ALL SUCH CONDITIONS CAN ONLY BE ADDRESSED A5 THEY ARISE. FLOT "" ---.», _ ..aKRH/T/�G ANY OF THE WORK. NO SCALE NOTE:PLUMBING RISER SGEMATIC IS PROVIDED FOR SCHEMATIC PURPOSFa LAN z �, �T: 35. q. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE ACTS OR OMI5510N5 OF THE ONLY.PLUMBING GCJNTRAGTOR 15 TO PROVIDE ALL PLUMBING STRICTLY A5 („`' �, PAG PROVIDE FIREBLOCKING IN CONGEALED .,-'PAGES WITHIN WALL,PARTITION, FLOOR, CONTRACTOR OR ANY SUBCONTRACTOR OR ANY OF ITS SUBCONTRACTORS OR REQUIRED BY COVES,REGARDLE55 OF WHAT IS SHOWN HEREIN. 1"_5O' w S � ; STAIR, ATTIC OR CORNICE CONSTRUCTION, AN1D AROUND CHIMNEY, PIPE AND DUCT 5UBGONTRACTOR'S EMPLOYEES OR AGENTS, OR ANY OTHER PERSONS PERFORMING ANY g ' w /�, ". ' OPENINGS, ETC.,A5 REQUIRED IN CONFORMANCE TO NY5 CODE PART R602.8. OF THE WORK. NOTE; PLOT PLAN BASED ON SURVEY OF OKAYING N0. 3q. AT ALL EXTERIOR WOOD TRIM AND FASGIA5 WHICH ARE TO REMAIN; REPAIR AND 10. RESIDENCE 15 TO BE EQUIPPED WITH CARBON MONOXIDE DETECTOR(S)TO PROVIDE DONALD L. MALM, JR. (LICENSED LAND 200' 777.63' t! i SURVEYOR) DATED MARCH 8, 2011. S 68°40'40"W ` PATCH ALL AREAS AS REQUIRED.ALL NEW FAEPOIA5 ARE TO MATCH EXISTING AND ARE TO MONITORED PROTECTION AND COVERAGE TO ENTIRE RESIDENCE A5 REQUIRED AND IN (REEVE BA BE PAINTED WITH OIL BASED PAINT, BENJAMIN MOORE OR APPROVED EQUAL,ONE(1) CONFORMANCE TO ALL APPLICABLE LOCAL AND NEW YORK STATE CODE REQUIREMENTS. BAILIE BEACH ROAD COAT PRIMER AND TWO (2) FINISH GOAT5 MINIMUM. 4 NOTE: G.G. TO VERIFY ALL EXISTING CONDITIONS FOR SUITABILITY OF WINDOW DOOR - HEADER SCHEDULE PROPOSED NEW WORK. (TYPICAL FOR ENTIRE PROJECT) NOTE: G.G. 15 TO MAKE SUFFICIIENT TEST BORES, BY HAND, AT Dow AREAS ADJACENT TO PROP05ED FOUNDATIONS, FOOTINC75 AND NOTE: PROVIDE 1"X3" CRO55BRIDGING IN LINES W-O"O.G.AT CENTER OF ALL OPENING WIDTH HEADER HEADER •� PIERS TO VERIFY PROPER 5011E CONDITIONS. IF ANY SETTLING, (FOR 4 WALLS) (FOR 6 WALL5) SPANS OVER 8'-0" FOR ALL J015T SPACING (TYPICAL FOR ENTIRE PROJECT) u- REY1510N5 SUBSTANDARD 501L OR DEFFIIGIENT SUBSURFACE CONDITIONS ARE UP TO 5'-0" (2)2X8 (3)2x8 FOUND OWNER 15 TO RETAIN THE SERVICES OF A LICENSED NOTE: AT ALL INTERSECTIONS OF NEW AND EXISTING CONSTRUCTION OR Q N STRUCTURAL ENGINEER TO PROVIDE SPECIFIC REMEDIAL STEPS FOR WHERE EXISTING CONSTRUCTION 15 TO BE REMOVED TO ACCOMMODATE NEW UP TO 6'-0" (D)2X8 (3)2X8 SUCH CONDITIONS. (TYPICAL FOR ENTIRE PROJECT) CONSTRUCTION; PATCH ALL ADJACENT SURFACES AS REQUIRED TO MATCH UP TO V-0" (2)2X10 (3)2X10 } a EXISTING, WEAVE NEW MATERIALS INTO EXISTING WHERE APPLICABLE FOR z° z o220 BEAMLE55 TRANSITIONS (TYPICAL FOR ENTIRE PROJECT) UP TO 10'-0' (2)2X12 (5)2X12 Q `� o o a�o PROVIDE BAGKFILL A5 REQUIIRF-D. MATERIAL TO BE FREE FROM W w,� _ a ORGANIC MATTER AND DELETIERIOUS MATERIALS,CONTAINING NO UNLE55 OTHERWISE SPECIFIED ROCKS OR LUMPS OVER 2 INCHES IN GREATEST DIMENSION. 0'o oG �f s�oaas o°E 5 z� NOTE: BAGKFILL SHALL BE PLACED IN 8" LIFTS AND COMPACTED TO z o t _ 95% OF STANDARD PROCTOR:DENSITY. 6 NOTE: 5EE SHEETS A-11 THROUGH A-12 FOR LOAD PATH z I o��Z 0 2 z 0 — CONNECTIONS REQUIRED FOR ENTIRE PROJECT , J Z Zw Z� n u_ m O w NOf�UGlO0N10 NOTE: GENERAL CONTRACTOR TO COORDINATE ALL 5ET-UP NOTE: G.G. TO VERIFY EXI5TIN65 CONDITIONS AND I I WORK REQUIRED FOR SHEARWALL INSTALLATIONS (WHEN �••� SUITABILITY OF EXISTING FOUNIDATIONS FOR ()- -1 REQUIRED)PRIOR TO COMMENCING WITH ANY WORK FOR z 9 POINT LOADS FROM ALL COLIUMNS AND P05T514— PROJECT Z =oo � ABOVE. IF ANY FOUNDATION COMPONENT 15 � �— — COMPRISED OF CONCRETE BLOCK, FILL EXISTING FOUNDATION WALL 50LID OOYNN TO FOOTING, "° ° m&H NOTE: ULE55 OTHERWISE INDICATED;AT ALL NEW AREAS AND ~ y w�d�9°w 8§ MINIMUM 1'-4" TO EACH SIDE OiF BEARING POINT I I WHERE 50% OR MORE OF THE EXISTING FLOOR SPACE OF A v g w �w �a ALONG FOUNDATION WALL. (T`YPICAL FOR ENTIRE F o w o HABITABLE SPACE I5 BEING RENOVATED G.G. 15 TO PROVIDE C. z PROJECT) I ( NOTE: PER CODE REQUIREMENTS, HOLD DOWNS ARE REQUIRED INSULATION WITH 'R' VALUES AS FOLLOWS; ! o o g N N= o AT VARIOUS LOCATIONS FOR SHEAR WALL5. HOLD DOWN5 (V z g�o=5 G v��o 2 I I LOCATED AT FIRST FLOOR LEVEL NEED TO BE COORDINATED ° AT EXTERIOR WALLS R-13 (MINIMUM) V ° o 0 0 w��e WITH FOUNDATION WORK. FOR CLARITY, HOLD DOWNS ARE ° AT FLOORS OVER UNCONDITIONED SPACE R-21 (MINIMUM) v ° ° �U=o a 2'v LINE OF EXISTING DECK AND�raTEPS ABOVE INDICATED ON THE EXTERIOR ELEVATION DRAWINGS. ° AT CEILINGS UNDER UNCONDITIONED SPACE R-21 (MINIMUM) (TYPICAL) I CONTRACTOR TO REFER TO EXTERIOR ELEVATION DRAWINGS O FOR LOCATIONS AND COORDINATE ALL WORK A5 REQUIRED. NOTE: G.G. TO COORDINATE WITH OWNER IF RENOVATION 15 TO INCORPORATE CENTRAL AIR CONDITIONING. G.G. AND/OR NOTE: G.G. TO INVESTIGATE A1LL AREAS OF EN I HVAG CONTRACTOR ARE TO CALCULATE ALL REQUIREMENTS NEW WORK, VERIFY ALL BEEXI APING FOR AND SIZE ALL EQUIPMENT A5 REQUIRED. EXISTING STRUCTURE TO r BE AFFEGTED BY N CONDITIONS FOR SUITABILITY(OF � NOTES: cV PROP05ED NEW WORK, NOTIFY ARCHITECT 1. THE MECHANICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE IN WRITING OF ANY DEFICIENGIIE5 THAT AT ALL INTERSECTIONS OF NEW AND EXISTING FOUNDATIONS; cn REQUIRE REPAIR OR REDE5161N. (TYPICAL -tt to PROVIDE 1/2" d)X 12" LONG RE-BARS SPACED 12"O.G. WITH CHAPTERS 12-24 OF THE RESIDENTIAL CODE OF NEW YORK to XIST. ,' STATE. FOR ENTIRE PROJECT) w.H. VERTICALLY. DRILL 4 GROUT INTO EXISTING FOUNDATION WALL W 2. THE PLUMBING 5Y5TEM SHALL BE INSTALLED IN ACGORDANGE '� z (TYPICAL) -. d 1 WITH CHAPTERS 25-32 OF THE RESIDENTIAL CODE OF NEW YORK TEXISTING WATER 0 0 = STATE. PUMP p O ((11 APPROX. LINE OF REQUIRED 51DE YARD SETBACK-ALL 3. ELECTRICAL EQUIPMENT AND WIRING SHALL BE INSTALLED IN V NEW 3 1/2" 0 S.W. STEEL COLUIMNS BELOW :o O ACCORDANCE WITH CHAPTERS 33-42 OF THE RESIDENTIAL CODE,OF d p � .-`! �11� REQUIRED SETBACKS MUST BE CONFIRMED BY AND STAKED OUT OL lL_ BEARING POINTS FROM ABOV?E. 5AW GUT n �'' BY A LICENSED LAND SURVEYOR PRIOR TO COMMENCING WITH NEW PORK STAT)=. EXISTING CELLAR SLAB, PROD✓IRE NEW m ? 15'-15" "� /� 4. EXTERIOR WINDOW5 AND GLASS DOORS SHALL BE INSTALLED IIN -a m 5 ANY WORK. 2'-O"X 2'-0" X 1'-6" DEEP P.G. I FOOTINGS. O ( Lu - TOP OF FOOTINGS TO BE FLUSSH W/TOP p O '� J �. A. IN ALL RA WITH SECTION R613. 5. IN ALL FRAMED WALLS, FLOORS AND ROOF/CEILINGS OF EXISTING CELLAR SLAB. 0 Q -1 EQ. EQ. COMPROMISING ELEMENTS OF THE BUILDING THERMAL ENVELOPE;,A z MOISTURE VAPOR RETARDER SHALL BE INSTALLED ON THE LINE OF OUTSIDE FACE OF EXISTING FIRST I a u� WARM-IN-WINTER SIDE OF THE INSULATION IN ACCORDANCE WITH SECTION R318. v P FLOOR WALL5 ABOVE(TYPICAL). � � � N NOTE:AT INTERSECTION OF NEW FLOOR JOISTS 4 EXISTING 6. WALL AND CEILING FINISHES SHALL HAVE A FLAME-5PREAD HOUSE; PROVIDE 2X8 LEDGER LAG BOLTED TO EXISTING RIM CLASSIFICATION OF NOT GREATER THAN 200 WITH A 4 2'-8"X 1'-3" J015T WITH TWO ROWS OF 1/2" m X 3" LONG LAG BOLTS AT SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450 IN P E X I T I N G (3) 2 X 8 G I R D E R MT 12" O.G. STAGGERED. PROVIDE JOIST HANGERS (MODEL# --p —O— — ACCORDANCE WITH SECTION R315. _ LU528 AT SINGLE 2X8'9 AND MODEL# LU528-2 AT DOUBLE -1. INSULATION SHALL HAVE A FLAME-SPREAD INDEX OF NOT EXISTING EXTERIOR STAIRWELL, rn40 2X8'S)BY SIMP50N 5TRONG-TIE CO.AT EVERY FLOOR JOIST GREATER THAN 25 WITH A SMOKE-DEVELOPED INDEX OF NOTLu X ' `-` 14'-58" TO LEDGER CONNECTION. G.G. TO VERIFY CONDITION OF GREATER THAN 450 IN ACCORDANCE WITH SECTION R316. L4 D 0 Q EXISTING RIM JOIST 4 CONFIRM SUITABILITY FOR PROP05W 8. INTERIOR WALL COVERING SHALL BE IN AGGORDANCE WITH V NEW WORK. EXISTING RIM JOIST MUST BE IN PRISTINE SECTION R"IO2.1 AND EXTERIOR WALL COVERING SHALL BE IN zo O fs O O CONDITION WITH NO SIGNS OF ROT, DECAY OR ANY OTHER ACCORDANCE WITH SECTION R"103. V Z ZD X p ~ ® �_ P 551BLE AREA FOR , DEFICIENCY. (TYPICAL FOR ENTIRE PROJECT). 0i LL NEW MECHANICAL TYPICAL FOUND./FTG. �yc vi EQUIPMENT x ~ NOTE: WALL5 AND CEILINGS IN MECHANICAL ROOM(5) Lu X E E i I G (3) 2 X 8 G I R D E R _ ARE TO BE FIRE RATED AS REQUIRED BY NY5 CODE , ^ t- (?5>- AND/OR A5 PER 5PEGIFIGATION5 FROM ° 8" P.G. FOUNDATION WALL v L I MANUFACTURER'S OF ALL EQUIPMENT.NOTE: ° 16" X 8" DEEP P.G. FOOTING AT 3'-0" (MINIMUM)BELOW GRADE D CELLAR EXISTING " -' WHICHEVER FIRE RATING IS MOST RESTRICTIVE 15 THE WITH (2)CONTINUOS #5 RE-BARS. NOTE: KEYWAY IN FOOTING TO C7 RATING WHICH SHALL HAVE PRECEDENCE.ALL WORK, u NOTE; IF NEW CELLAR AREA TO BE VAG MEG NEW CELLAR �; BE FORMED WITH 2X4 STOCK ON FLAT. INSTALLATION AND CLEARANCES ARE TO BE PROVIDED C7 8 > i rn EXISTING COL MN5 USED A9 MECHANICAL ROOM THEN EQUIP. € ° BOTTOM OF FOOTINGS TO BE FLUSH WITH BOTTOM OF TYPICAL SLAB CONSTR. T � 1J � (TYPICAL) REPLACE EXISTING DOOR WITH NEW IN STRICT CONFORMANCE TO NY5 GODS CHAPTER 24 o I FIRE-PROOF SELF CLOSING DOOR 4 (FUEL GAS SECTION), ALL OTHER APPLICABLE CODE EXISTING FOOTINGS THAT ARE DIRECTLY ADJACENT TO NEW DOUBLE 2X8 F.J. ® 16" O.G. IT I -i FRAME ASSEMBLY IN CONFORMANCE _ _ _ _ _ _ SDEGTIONS OF NYS CODE, AND ALL OTHER ENTITIES WORK. PROVIDE ELECTRIC INTERCONNECTED ® - LL TO NY5 CODE PART R309.1. -1 HAVING JURISDICTION. EXTERIOR OF ALL FOUNDATION WALLS TO BE SMOKE DETECTION ALARMS A%T ALL Z m 3 — — — — — �� — � I DAMPPROOFED,FULL HEIGHT STARTING AT A POINT 1/2" BELOW SLEEPING AREAS AND AT ALL ADJACENT N EXISTING FOOTING SHELF AT BASE OF M PIER 1-5"ABOVE SLAB 2X6 P.T. LEDG R DOTED TO HOUSE NOTE: ENTIRE MECHANICAL SYSTEM, COMPONENTS AND PROP05ED FINiSH GRADE. SPACES AND AT ALL LEVELS OF � � � RESIDENGEAS PER NY5 CODE PARTS R313, 'A WITH (2) ROWSF SIMP50N CONFIGURATION FOR ENTIRE PROJECT TO BE ° NOTE: IF SIMPSON 5TRONG-TIE CO. SHEAR WALLS ARE W NOTE;COORDINATE FOUND. ALL STRONG-TIE CzQ OPEL#5D525312 CALCULATED AND DESIGNED BY HVAG CONTRACTOR/ SPECIFIED IN THESE DRAWINGS THEN; REBAR 15 REQUIRED IN AJ102.3 AND THE HOUSEHOLD FIRE O o ® 5 I PLACEMENT IN FIELD A5 REQUIRED.SEE SCREWS 16"0.6.EGGERED. m ENGINEER. TOP OF FOUNDATION WALLS FOR INSTALLATION. GENERAL WARNING EQUIPMENT PROVISIONS OF NFPA - � ,n NOTE AT BOTTOM OF TH15 SHEET. � � -I CONTRACTOR 15 TO COORDINATE ALL WORK AS REQUIRED BY r '72 (TYPICAL) z r A �� — �- — — — H Q d 2X6 P.T. LEDGER BOLTED TO HOUSE _ _ _ I T PROVIDE GALVANIZED METAL AREAWAY5 A5 REQUIRED SIMPSON STRONG-TIE CO.SPECIFICATIONS. ASSUMED HOUSE TRAP 4 PIT. CONTRACTOR ° rn WITH (2)ROWS OF SIMPSON , TO VERIFY LOCATION AND CONNFIGURATION A 5TRONG-TIE CO.MODEL#5D525312 i I I- — — -� I Q TO V IN FIELD. 5GREW5 16"O.G. STAGGERED. I — — — `r LINE OF EXISTING STEPS,AREAYVAY AND RELATED TYPICAL SLAB GON5TRUGTION: W FOUNDATIONS TO BE REMOVED. ° 4" P.G.SLAB u Q (L/ w in iNG m _ ° 6X6 10-10 W.W.M. ZO � _ �- O 51�,yIIND ° 6 MIL MINIMUM POLYETHELENE VAPOR BARRIER ul Z (� w °4" COMPACTED GRAVEL BASE •� ` EXISTING ELEGTRIG PANEL. PROVIDE ALL ALTERATIONS AST EQ. EQ. NEW P.G. FOUND. d FOOTINGS. BOTTOM OF NEW FOOTINGS TO ° NOTE: OMIT VAPOR BARRIER AT EXTERIOR SLABS [p ll l uJ REQUIRED TO ACCOMMODATE NEW CONSTRUCTION.G.G.TO I I 15'-15" BE FLUSH WITH BOTTOM OF EXISTING FOOTINGS THAT ARE 4 (� COORDINATE ALL WORK 4 FINAL CONFIGURATION WITH OWNER. $ DIRECTLY ADJACENT TO NEW WORK. (EVEN WHEN NEW AREAS p O V O 1 11, ARE ONLY GRAWLSPAGES). (TYPICAL) U� F d 4' 4_14 �t '-4 4�' UJI 4'- 4-41b' - co co NOTES: �l EXISTING FOUND./FTG. -GONTIRAGTOR TO VERIFY ALL I ° CONTRACTOR TO PROVIDE ALL TEMPORARY SHORING A5 {- EXISTING CONDITIONS (TYPICAL) 2 x b F.T. J. 1 6 "O. LL �— Q Q, REQUIRED FOR ENTIRE PROJECT TO MAINTAIN STRUCTURAL +, NOTE: WHERE NEW WORK AFFECTS ANY COMPONENT OR STABILITY OF ENTIRE PROJECT THROUGHOUT CONSTRUCTION < CONFIGURATION OF EXISTING MECHANICAL SYSTEM PER NY5 0- uj PROCESS. PROVIDE CARBON MONOXIDE: DETECTORS AT ALL LEVELS _ I 2X10 FASCIA ON 2X6 RIM CODE PART M1202 (ADDITIONS, ALTERATIONS OR REPAIRS TO ° CONTRACTOR 15 TO THOROUGHLY ANALYZE EXISTING 517E 4 = AND IN ALL SPACES AS REWIRED TO PROVIDE DETECTION J015T AT ALL PERIMETERS EXISTING MECHANICAL SYSTEM); GENERAL CONTRACTOR TO 501L CONDITIONS FOR SUITABILITY FOR PROPOSED WORK.ANY ~ Tr T AND ALARM COVERAGE FOR ENTIRE RESIDENCE AS REQUIRED it v Z OF DECK (TYPICAL) CONFIRM ALL ASPECTS OF EXISTING INSTALLATION AND AND ALL DEFICIENCIES SHALL BE BROUGHT TO THE ARCHITECTS BY NY5 GORE PART 313 AND ILOGAL GORES. - �- •, - _ Q PROVIDE ANY ALTERATIONS REQUIRED 50 THAT INSTALLATION ATTENTION PRIOR TO COMMENCING ANY WORK. F NOTE; VERIFY LINTELS OVER (BASEMENT WINDOWS. MIN.SIZE K.y.;••;;:• ,•;. ;' •: �•:,;• ,;'I� •'• MEETS ALL APPLICABLE NY5 GODS REQUIREMENTS. GENERAL UNLESS OTHERWISE NOTED, ALL BUTT CONNECTIONS OF i.;;';. `�t 104" CONTRACTOR TO COORDINATE ALL WORK AND 4 PROVIDE STRUCTURE ARE TO BE MADE UTILIZING GALVANIZED METAL TO BE (2)2X8. PROVIDE NEW A5 REQUIRED. (TYPICAL) + :"''"'� "' �'` ''' "'" '~tf'�•'r 2 X b P.T. D.J. ® 16,1 o.G ; ;; : ';:!:. �.":�;; ALTERATIONS A5 REQUIRED. ALL WORK SHALL CONFORM TO SADDLE CONNECTORS (STRONGEST MODEL NUMBERS)A5 :•�• , ., r:.•,.;;:" NYS CODE CHAPTERS 12 THRU 24 AND ALL APPLICABLE NY5 MANUFACTURED BY 51MP5ON STRONG TIE CO.PHONE: ,�.•,' •~ii.' ;?`;' :° I �,:� ";s %•:;�:.` 4'-6" X 4'-0" P.G. LANDING AND LOCAL CODE REQUIREMENTS. MAINTAIN MINIMUM DOUBLE 2X10 STAIR 9TRIN6ER5 AT EACH 51DE OF ALL STEPS. i ;, 1-800-999-5099. PROVIDE SIMPSON STRONG-TIE CO.MODEL#TA10Z l;i' 'i;f;?? ? s'• +j .'� PAD DOUBLE 2X8 GIRDER -ONE AT EACH SIDE OF CLEARANGE5 TO COMBUSTIBLE SURFACES AS PER EQUIPMENT CONTRACTOR 19 RESPONSIBLE FOR THOROUGHLY STAIRCASE ANGLE AT EVERY ONE, SET IN CONCRETE. ` " ?�: 4X4 POST ATTACHED WITH SIMP50N MANUFACTURER'S RECOMENDATIONS AND NY5 CODE SECTION FAMILIARIZING HIMSELF/HERSELF WITH ON-SITE CONDITIONS, (TYPICAL) -0' 6'-O" -0' 5TRONG-TIE CO. MODEL#DJT14Z DECK JOIST M1306 AND TABLE M1306.2. MAINTAIN FRESH AIR INTAKE A5 LOCATIONS OF SUBSURFACE UTILITIES, EASEMENTS, SYSTEMS, TIES ON 12" (V P.G. PIERS 3'-0" (MIN.)BELOW PER EQUIPMENT MANUFACTURER'S SPECIFICATIONS AND AS TANKS, ETC. THAT MAY BE PRESENT AND 15 TO COORDINATE ALL4'-6"X 4'-0" P.G. LANDING PAD DOUBLE 2X10 STAIR STRINGERS GRADE. 4X4 POST ATTACHED TO PIER WITH REQUIRED BY NY5 CODE. WORK ACCORDINGLY. z 2' O" EACH SIDE OF ALL STEPS. PROVIDEPES 51MP50N STRONG-TIE CO. MODEL# SIMPSON STRONG-TIE CO.MODEL# P5544AZ ° UNLE55 OTHERWISE INDICATED, ALL LUMBER IN CONTACT WITH DECO FASCIA ON 2X6 RIM J015T AT ALL PERIMETERS OF P05T BASE ANCHOR SET INTO CONCRETE WHILE CONCRETE OR MASONRY, ALL DECKING LUMBER, TRELLISE DECK (TYPICAL) TA10Z STAIRCASE ANGLE AT EVERIY STILL SOFT. (TYPICAL AT ALL DECK PIERS). LUMBER AND ALL OTHER LUMBER EXPOSED TO EXTERIOR ONE, SET IN CONCRETE. (TYPICAL) NOTE: ALL STRUCTURAL COMPONENTS COMPOSED OF MULTIPLE CONDITIONS TO BE PRE95URE TREATED LUMBER,TREATED WITH Z NOTE; EXISTING DECK 4 STEPS AT FRONT OF RESIDENCE ARE NOTE; ALL DECK J015TS TO BE ATTACHED TO MICROLAM MEMBERS THROUGHOUT PROJECT ARE TO BE PRESERVATIVE THAT 15 NON CORROSIVE TO METALS AND O TO BE REMOVED. FOR CLARITY OF THI5 DRAWING THE LINE 4'-42" 4'-4j-" RIM JOISTS AND LEDGERS WITH 5IMP50N ASSEMBLED IN STRICT CONFORMANCE TO MIGROLAM ARSENIC-FREE. �- OF EXISTING STEPS AND DECK IS NOT SHOWN. REFER TO STRONG-TIE CO. MODEL#LU526Z J015T MANUFACTURER'S SPECIFICATIONS AND UTILIZING ALL 0IF ANY FOUNDATION COMPONENT 15 COMPRISED OF CONCRETE < FIRST FLOOR PLAN FOR INDICATION OF EXISTING DECK 4 HANGERS AT EVERY CONNECTION. (TYPICAL) FASTENERS AS SPECIFIED BY MANUFACTURER. REFER TO TRU55 BLOCK THEN: AT ALL POINTS OF MAJOR BEARING; FILL BLOCK Q STEPS. JOIST MACMILLAN REFERENCE STANDARDS.MEMBERS ARE TO SOLID DOWN TO FOOTING, MINIMUM 1'-4" TO EACH SIDE OF j BE A55EBLED A5 FOLLOW W S; BEARING POINT ALONG FOUNDATION ALL. O NOTE: UNLESS OTHERWI5E INDICATED, ALL DECKING LUMBER, ° CEILING IN EXISTING LOWER LEVEL OF RESIDENCE 15 FINISHED. TRELL19E LUMBER AND ALL OTHER LUMBER EXPOSED TO ° MEMBERS COMPOSED OF 2 PIECES OF MIGROLL.AM -3 ROY45 ACCE55 TO STRUCTURE 15 EXTREMELY LIMITED. SOME STRUCTURAL LL EXTERIOR CONDITIONS TO BE PRESSURE TREATED LUMBER, - NOTE: PER CODE REQUIREMENTS, HOLD DOWNS ARE REQUIRED ,,�.--•""`��• ` - -----�•a--..--.�, 12d (0.148"X 3.25")COMMON WIRE AT 12" O.G. I INFORMATION 15 ASSUMED. CONTRACTOR 15 TO VERIFY ALL PROJECT NO. TREATED WITH PRESERVATIVE THAT 15 NON CORROSIVE TO ~\ r k, AT VARIOUS LOCATIONS FOR SHEAR WALLS. HOLD DOWN5 ° MEMBERS COMPOSED OF 3 PIECES OF MIGROLLAM - 2 ROWS EXISTING STRUCTURAL c+YSTFM5 FOR ENTIRE RESIDENCE AND 15 TO 2010-12'i METALS AND ARSENIC-FREE. ALL HARDWARE TO BE �" LOCATED AT FIRST FLOOR LEVEL NEED TO BE COORDINATED NOTE REGARDING FOUNDATION WALL PLACEMENT / G.G. TO CAREFULLY INVESTIGATE EXTERIOR WALL 1/2" BOLTS AT 12" O.G.THROUGHBOLTED. VERIFY SUITABILITY OF SUCH FOR ALL PROPOSED NEW WORK vn1£ STAINLESS STEEL AND/OR HOT DIP GALVANIZED. (TYPICAL L'- ! f '�' f� WITH FOUNDATION WORK. FOR CLARITY, HOLD DOWNS ARE ° MEMBERS COMPOSED OF 4 PIECES OF MIGROLLAM -2 ROY45 PRIOR TO COMMENCING ANY WORK.ANY AND ALL DEFICIENCIF-51 4-90-11 INDICATED ON THE EXTERIOR ELEVATION DRAWINGS. CONSTRUCTION AT ALL AREAS ADJACENT TO NEW FOR ENTIRE PROJECT) CONTRACTOR TO REFER TO EXTERIOR ELEVATION DRAWINGS PROP05ED WORK. EXTERIOR WALL5 ABOVE COMMEMENCI 1/2" BOLTS AT 12" O.G.THROUGHBOLT172. ARE CI BROUGHT TO THE ARCHITECTS ATTENTION PRIOR TO AS NOTED FOR LOCATIONS AND COORDINATE ALL WORK AS REQUIRED. EXTEND OUT BEYOND THE FOUNDATION WALL5 BY COMMENCING ANY WORK. FOUNPATION PLAN W G.G. T MAKE SUFFICIENT TEST BORES HAND, AT AREAS PR**BY: SEVERAL INCHES (THIS VARIES AT ALL WALLS). G.G. REEFER TO MIGROLLAM MANUFACTURER'S SPEGIFIGATION ADJACENT TO TO PROPOSED FOUNDATIONS, FOOTOT INGS AND PIERS TO KRH/TAG MUST CALCULATE AND PLACE FOUNDATION WALLS PUBLICATION NUMBER 2020 FOR BOLT, WASHER, MATERIAL VERIFY PROPER SOIL CONDITIONS. IF ANY SETTLING, u�BY` 11 _ 11 SO THAT THE EXTERIOR SURFACE E NEW SPECIFICATIONS AND ALL INFORMATION REGARDING ASSEMBLY SUBSTANDARD SOIL OR DEFFIGIENT SUBSURFACE CONDITIONS ARE FAG 1/4 - 1 'O EXTERIOR WALLS ALIGNS WITH THE EXTERIOR OF MIGROLLAM HEADER 4 STRUCTURAL COMPONENTS. FOUND, OWNER 15 TO RETAIN THE SERVICES OF A LICENSED PAG SURFACE OF EXISTING EXTERIOR WALLS WERE STRUCTURAL ENGINEER TO PROVIDE SPECIFIC REMEDIAL STEPS PRM946NO. REQUIRED. 11 FOR SUCH CONDITIONS. (TYPICAL FOR ENTIRE PROJECT) NOTE:ALL STRUCTURAL STEEL THROUGHOUT PROJECT TO BE PROVIDE BAGKFILL AS REQUIRED.MATERIAL TO BE FREE FROM ' t ASTM A492/A5'12-50 GRADE STEEL WITH YIELD STRENGTH OF ORGANIC MATTER AND DELETERIOUS MATERIALS, CONTAINING NO ',r r' ; 50 K51. ROOKS OR LUMPS OVER 2 INCHES IN GREATEST DIMENSION. -. NOTE: BAGKFILL SHALL BE PLACED IN 8" LIFTS AND 2 COMPACTED TO 95% OF STANDARD PROCTOR DENSITY. NOTE: G.G. TO VERIFY ALL EXISTING CONDITIONS FOR SUITABILITY OF WINDOW / DOOR - HEADER SCHEDULE PROPOSED NEW WORK. (TYPICAL FOR ENTIRE PROJECT) NO NOTE: PROVIDE 1"X3"CROSSBRIDGING IN LINES 8'-0"O.G.AT CENTER OF ALL OPENING WIDTH HEADER HEADER -� "° SPANS OVER V-O" FOR ALL JOIST SPACING (TYPICAL FOR ENTIRE PROJECT) (FOR 4' WALLS) (FOR 6' WALLS) �O W REV 151 ON5 UP TO 5'-0" (2)2X8 (3)2X8 Q �j NOTE: AT ALL INTERSECTIONS OF NEW AND EXI5TING CONSTRUCTION OR UP TO 6'-0" (2)2X8 (3)2X8 o WHERE EXISTING CONSTRUCTION 15 TO BE REMOVED TO ACCOMMODATE NEW , CONSTRUCTION; PATCH ALL ADJACENT SURFACES AS REQUIRED TO MATCH UP TO 8'-O" (2)2X10 (5)2X10 EXISTING, WEAVE NEW MATERIALS INTO EXISTING WHERE APPLICABLE FOR UP TO 10'-0" HHE SEAMLESS TRANSITIONS (TYPICAL FOR ENTIRE PROJECT) (2)2X12 (5)2X12 '� o OM M gs a 2p 0 UNLE55 OTHERK5E SPECIFIED W Ipan�t� N z =b 77777=7777777,777,7777777777b6 � oo�aob NOTE: SEE SHEETS A-11 THROUGH A-12 FOR LOAD PATH Z s=o g o Z G CONNECTIONS REQUIRED FOR ENTIRE PROJECT s= FL M o. �� inomuc,00°m NOTE: GENERAL CONTRACTOR TO COORDINATE ALL SET-UP p�[ WORK REQUIRED FOR SHEAR NALL INSTALLATIONS (WHEN ll1 to REQUIRED) PRIOR TO COMMENCING WITH ANY WORK FOR Q z G N PROJECT 0 �-R z� N. / z Z m U128V;oe— 2-z Or Q� NOTE:ULES5 OTHERWISE INDICATED;AT ALL NEW AREAS AND W ri N o w g WHERE 50% OR MORE OF THE EXISTING FLOOR SPACE OF A [Q o 0 0 s o -� HABITABLE SPACE 15 BEING RENOVATED G.G. 15 TO PROVIDE INSULATION WITH 'R' VALUE5 AS FOLLOWS; i p°p O N N 2 F = 5 Ul( LT N j EXISTING ° (V Z �� Q�°=0 �00 Q �o=3=w AT EXTERIOR WALLS R-13 (MINIMUM) V o °o o , �� `--�r AT FLOORS OVER UNCONDITIONED SPACE R-21 (MINIMUM) � v DECK ° AT CEILINC75 UNDER UNCONDITIONED SPACE R-21 (MINIMUM) C� J NOTE: ALL POSTS IN ENTIRE PROJECT ARE TO BE O / PROPERLY SUPPORTED EITHER CONTINUING DOWN NOTE: G.G. TO COORDINATE WITH OWNER IF RENOVATION 15 TO FOUNDATIONS, HEADERS TRANSFERING LOADS TO INCORPORATE CENTRAL AIR CONDITIONING. G.G.AND/OR d3 TO FOUNDATIONS OR DOWN TO COLUMNS BEARING HVAG CONTRACTOR ARE TO CALCULATE ALL REQUIREMENTS ON FOOTINGS. (TYPICAL FOR ENTIRE PROJECT) FOR AND SIZE ALL EQUIPMENT AS REQUIRED. Q EXISTING EXISTING z At NOTE:ALL STRUCTURAL COMPONENTS COMPOSED OF PROVIDE ELECTRIC INTERCONNECTED SMOKE MULTIPLE MIGROLAM MEMBERS THROUGHOUT PROJECT ARE V DETECTION ALARMS AT ALL SLEEPING AREAS AND I TO BE ASSEMBLED IN STRICT CONFORMANCE TO MICROLAM UA EXISTING ASSUMED 2X8 FLOOR MANUFACTURER'S SPECIFICATIONS AND UTILIZING ALL AT ALL ADJACENT SPACES AND AT ALL LEVELS OF JOISTS® 16"O.G. I. . 1 FA9TENER5 A5 SPECIFIED BY MANUFACTURER. REFER TO RE5IDENCEAS PER NY5 CODE PARTS R313, AJ102.3 I LINE OF EXISTING COLLAR TIE ABOVE TRU55 J015T MACMILLAN REFERENCE STANDARDS. MEMBERS AND THE HOUSEHOLD FIRE WARMING EQUIPMENT EXISTING ASSUMED 2X6 SUPPORT MULLION. JOIN WINDOWS PER ANDERSEN JOINING ARE TO BE ASSEBLE:D AS FOLLOWS; v PROVI510N5 OF NFPA'12 (TYPICrAL) HEADER ABOVE DETAIL FOR "SUPPORT MULLION" PAGE T5 OF ANDERSEN EXISTING k9SUMED 2X10 R.R. ® 16"O.G.ABOVE(VI .) PUBLICATION L-2. (TYPICAL) °MEMBERS COMPOSED OF 2 PIECES OF MICROLLAM -3 ROWS ' 1 u- * 112d (0.148" X 3.25")COMMON WIRE AT 12"O.G. �J n- PROVIDE CARBON MONOXIDE D>ETECTOR5 AT ALL EN LINE OF 2nd FL. BALCONY ° MEMBERS COMPOSED OF 3 PIECES OF MICROLLAM -2 ROWS Lu i j LEVELS AND IN ALL SPAGE5 A5 IREQUIRED TO Q I/ ABOVE. IT 15 ASSUMED THAT 1/2" BOLTS AT 12" O.G.THROUGHBOLTED. PROVIDE DETECTION AND ALARIM COVERAGE FOR I r � THERE 15 A RIM PLATE AT ED6 E � °MEMBERS COMPOSED OF 4 PIECES OF MICROLLAM -2 ENTIRE RESIDENCE A5 REQUIRED BY NY5 CODE PART z I OF BALCONY.V.I.F. ROWS 1/2" BOLTS AT 12" O.G.THROUGHBOLTEED. 313 AND LOCAL CODES. - GREAT RM. ` 1 PROVIDE POST IN WALL. PROVITOE NEW COLUMN d g I ° OPEN TO ABOVE REFFER TO MICROLLAM MANUFACTURER'5 SPECIFICATION V } FOOTING FOR BEARING IN GELLIAR.SEE FOUND. EXISTING PUBLICATION NUMBER 2020 FOR BOLT,WASHER, MATERIAL PLAN. NEW PANTRY SPEGIFIGATIONS AND ALL INFORMATION REGARDING 3J� LL INE OF EXISTING COLLAR TIE ABOVEGX135 GX135 CX155 ASSEMBLY OF MICROLLAM HEADER 8 5TRUGTURAL' < N v GL LINE OF 2nd FL.BALCONY ABOVE COMPONENTS. Ell' tu S BATH NOTE;THI5 HEADER TO BE A DROP HEADER 2 1n �LN NOTE: ALL STRUCTURAL STEEL THROUGHOUT PROJECT TO BE T PLACED AT SAME LEVEL AS EXISTING 2nd to y A5TM AcIcWA5-12-50 GRADE STEEL WITH YIELD STRENGTH OF 50 w SI-FOLD FLOOR DECK.HEADER TO TIE INTO FLOOR V EXISTING 7-1 ASSUMED 2X8 FLOOR 1015T5 ® b" O.G. (V.I.F.1 I STRUCTURE AT EXI5TING 2nd FL.BALCONY. ?�� (((V V m KSf. Z IV E - (BETTER HEADER #54) 6`8 'wt � s x �._ �_ __ _ DINING N K (2) 1 3Y "X 9 1/4" MIGROLLAM W/(1) 5/5"5%. PLT. m NOTES: 5HOWER PROVIDE NLW HEADER TG�. PPOR7 _ CLOSE UP EXISTING ARCHWAY WIDTH 1 b X NEW GIRDER.HEADER 51 ro BE(2) A5 REQUIRED TO LOCATE THI5 ALL GLAZING WITHIN 16" OF FINISHED FLOOR SURFACES OR IN 1 5/4"X 5 1/4"LVL WITH O 1/2^ I COLUMN TO LAND ON GIRDER D j�'� HAZARDOUS LOCATIONS A5 INDICATED BY NY5 CODE PART R308.4 SHALL `n Gi EL PLATE(BETTER #4'1) BELOW IN CELLAR.PROVIDE NEW ��// .r ESE SAFETY GLASS IN CONFORMANCE TO NY5 CODE,PART 9308 AND v ti I J COLUMN d FOOTING BELOW(IN NEW DOUBLE 2X8 FLOOR JOISTS® 16"O. , L / / -CELLAR).SEE FOUNDATION N. H ( - � � SHALL BE INSTALLED IN CONFORMANCE TO PROVISIONS OF SUCH CODE. TRIPLE ALL RAFTERS, HEADERS d TRIMMERS AROUND ALL SKYLIGHTS 'I t AND ALL ROOF OPENINGS, UNLESS OTHERWISE SPECIFIED. NOTE: FOR REMOVE CLOSET, PORTIONS OF:WALLS AND DOORS, r �' C- 1 `''` ,I NEW KITCHEN r I J J �q CLARITY, TRIPLE RAFTERS 8 TRIMMERS ARE NOT SHOWN IN DRAWING5. PATCH ALL ADJACENT SURFACES A5 REQUIRED TO EXISTING ASSUMED 2X8 FLOOR JOISTS ® 16" O.G. N.LF.) - � 'r- UNLESS OTHERWISE INDICATED, DOUBLE ALL JOISTS AROUND MATCH EXISTING. - - � I O Q) OPENINGS, UNDER PARTITIONS RUNNING PARALLEL TO JOISTS, UNDER - - I I CRtAT 1 BATHTUBS, AND AS SHOWN OR REQUIRED. z CONVERT EXISTING 1 O - P�oQr� Q Q) PROVIDE ACCESS PANEL(S) FOR ATTIC ACCESS.CONTRACTOR TO BEDROOM TO NEW tS1 I� COORDINATE LOCATION(S)WITH OWNER. PROVIDE PULL-DOWN STAIR IF HOME OFFICE ` ` j /� � REQUESTED BY OWNER. FLUSH GIRDER - (2) 1 3/4' X"i 1/4" I / PROVIDE G.F.C.i.OUTLETS AT ALL BATH COUNTERS, KITCHEN COUNTERS 1 1f1 LVL WITH (1) 3/4"STEEL PLATE -- AND ALL OTHER AREAS A5 REQUIRED BY GORE. �- NOTE: ALL POSTS IN ENTIRE PROJECT ARE TO BE I - ( I (BETTER HEADER #55) �_ PROPERLY SUPPORTED EITHER(CONTINUING DOWN z ° THE EXISTING MECHANICAL SYSTEM SHALL BE UPGRADED, IF REQUIRED, I, I 1 r. (` TO FOUNDATIONS, HEADERS TRANSFERING LOADS TO ACCOMODATE THE NEW HEATING AND VENTILATION LOA05 REQUIRED TO FOUNDATIONS OR DOWN TO 4COLUMN5 BEARING c I`�NTRY .I I BY THE NEW ADDITIONS. A LICENSED MECHANICAL HVAG CONTRACTOR 15 g ON FOOTINGS. (TYPICAL FOR EN'ITIRE PROJECT) III TR RE F.I I =" O� D.W{- - J �-, ` TO THOROUGHLY ANALYZE EXISTING MECHANICAL SYSTEM AND Z N DETERMINE SUITABILITY FOR IT'S INTENDED USE AND ADVISE IF lu REPLACEMENT, OR UPGRADING, 15 REQUIRED - PRIOR TO u- _Q EXISTING E1115TIN6 I I f Id I AXW281 AXW281 COMMENCEMENT OF ANY WORK. ALL MECHANICAL WORK SHALL BE In 2 III ( I I INSTALLED IN ACCORDANCE WITH CHAPTERS 12-24 OF THE RESIDENTIAL P � III 3 CODE OF NEW YORK STATE. (� ROOF OVER ENTRY AREA CONSTRUCTED OF 2X6 III 8-� ° MECHANICAL EQUIPMENT; MECHANICAL EQUIPMENT 15 TO BE INSTALLED A� Z Y R.R. $2X6 C.J. 012"O.G. TIED INTO EXTERIOR WALL *� (-_ IN STRICT CONFORMANCE TO MANUFACTURER'S SPECIFICATIONS.PROVIDE V J R P FRESH AIR INLET AND ALL COMPONENT STRUCTURE. SEE 5ECTON 'A'5HEET A-5 S AS E MANUFACTURER. �l Lu m V CONTRACTOR 15 TO VERIFY PROPOSED INSTALLATION OF ALL I I� III COMPONENTS WITH PRODUCT MANUFACTURER(5)TO INSURE THAT O < NEW DECK III INSTALLATION MEETS MANUFACTURERS SPECIFICATIONS AND THAT to < REMOVE EXISTING DECK AND STEEPS AT FRONT OF I 1 1 I I RESULTING INSTALLATION WILL OPERATE SAFELY. a- 111 � HOUSE IN ITS ENTIRETY, INGLUDIN(G ANY 8 ALL ° ALL RAILINGS B STEPS TO MEET NY5 STATE CODE PARTS R311.5, AND = B FOOTINGS ASSOCIATED WITH DECK. CONTRACTOR n 1 I I �} DECKING; 1X6 PLANKS A5 MANUFACTURED BY ALL OTHER APPLICABLE PARTS OF NY5 CODE. ~ >r TO TAKE CA R'E IN PROTECTING AVLL ADJACENT '� - _- -- _ -_- - -� �' TIMBERTEGH. MODEL "XLM" PLANKS. G.G. TO °ALL CONSTRUCTION SYSTEMS FOR RESIDENCE ARE TO BE INSTALLED z AREAS THAT ARE TO REMAIN. ti T ( T t T 7 COORDINATE FINAL DECKING MATERIAL CHOICE, MANUFACTURER, COLOR, ETC. WITH OWNER. AND CONSTRUCTED IN STRICT ACCORDANCE TO ALL MANUFACTURER'S V I I 1 I I I I I I I I I I I I I 1„ SPECIFICATIONS. ANY ITEMS INDICATED HEREIN WHICH CONFLICT WITH II 21 104 (TYPICAL) MANUFAGTURER'5 SPECIFICATIONS ARE TO BE BOUGHT TO ARGHITEOT`5 ATTENTION PRIOR TO COMMENCING ANY WORK. ° UNLESS OTHERWI5E INDICATED, ALL DECKING LUMBER, TRELL15E LUMBER AND ALL OTHER LUMBER EXP05ED TO EXTERIOR CONDITIONS TO BE PRESSURE TREATED LUMBER, TREATED WITH PRESERVATIVE THAT 15 L 1 NON CORROSIVE TO METALS AND ARSENIC-FREE. ° PROVIDE ALUMINUM GUTTERS d LEADERS THROUGHOUT PROJECT. Z RAILING; RAILING TO BE "BUILDER RAIL" SERIES A5 CONNECT LEADERS TO DRYWELLS IF REQUIRED BY BUILDING •� MANUFACTURED BY TIMBERTECH. G.G. TO DEPARTMENT (TYPICAL) GUTTERS 8 LEADERS ARE NOT SHOWN ON Q COORDINATE FINAL RAILING MATERIAL CHOICE, ELEVATIONS FOR CLARITY. MANUFACTURER, COLOR, ETC. WITH OWNER. ° PROVIDE COPPER FLASHING AT ALL ROOF INTER5ECTION5 AND AT ALL IY (TYPICAL) ROOF PENETRATIONS. (TYPICAL FOR ENTIRE PROJECT)NOTE: FLASHING O 4'- �r8'-O" �(4'- 1 �,� NOTE; ALL MAIN P05T5 TO BE ATTACHED TO RIM NOT SHOWN ON ELEVATIONS FOR CLARITY. O �.✓' �/ MALLJOISTS/END JOISTS WITH (2)DECK POST TIES ° PROVIDE STEPPED COPPER FLASHING AT ALL ROOF AND BRICK MALL LL MODEL# DPT'JZ A5 MANUFACTERED BY SIMP90N INTERSECTIONS. (TYPICAL FOR ENTIRE PROJECT)NOTE: FLASHING NOT STRONG-TIE 00. WITH 1/2" m THROUGHBOLTS AND SHOWN ON ELEVATIONS FOR CLARITY. SCREWS AT EVERY POST TO RIM J015T/END JOIST ° ALL BUTT CONNECTIONS OF STRUCTURE ARE TO BE MADE UTILIZING (� CONNECTION AS PER SIMPSON STRONG-TIE GALVANIZED METAL SADDLE CONNECTORS (STRONGEST MODEL LL SPECIFICATION. (TYPICAL) NUMBERS)AS MANUFACTURED BY SIMPSON STRONG TIE W.PHONE: N_ Yew i p 1-800-994-5049. FROXGTNO. �'J .� `��„` (� " `I �� }_ , r-�`� .'�A f - t ALL RAILINGS 8 5TEP5 TO MEET NY5 STATE CODE ° CONTRACTOR TO PROVIDE ALL TEMPORARY SHORING A5 REQUIRED D^� 2010-12"i / / ti ► i PARTS R311.5, AND ALL OTHER APPLICABLE PARTS FOR ENTIRE PROJECT TO MAINTAIN STRUCTURAL STAB LI E - - OF NY5 CODE. I TY OF ENTIRE 4 30 11 J PROJECT THROUGHOUT CONSTRUCTION PROCESS. F-4a. p T �J // � �/ '� ° PROVIDE EXHAUST FANS VENTING TO OUTSIDE AIR AT BATHROOMS B AS NOTED /V( �.. ( (� / l S (Bt l POWDER ROOMS A5 PER NY5 CODE PART R303.3 AND ALL OTHER KRH/TAG FIRST FLOOR FLAN 11 UNLESS OTHERWISE INDICATED, ALL NEW WINDOWS 8 DOORS „D FOR PROJECT TO BE ANDERSEN 400 SERIES WINDOWS 8 APPLICABLE PARTS OF NY5 GORE. ,. _ Gl DOORS WITH HIGH PERFORMANCE LOW-E GLASS.ADDITIONALLY, ° PROVIDE ELECTRIC INTERCONNECTED SMOKE DETECTION ALARMS AT PAG 1�n = 11_011 It�^ ALL WINDOWS AND GLASS DOORS SHALL MEET THE ALL SLEEPING AREAS AND AT ALL ADJACENT 5PAGE5 AND AT ALL �OYW: REQUIREMENTS OF THE LARGE M155LE TEST OF ASTM E 1886 OR LEVELS OF RESIDENCE A5 PER NY5 CODE PARTS R313, AJ102.3 AND THE PAG THE CONTRACTOR SHALL PROVIDE PRE-GUT 1/2" PLYWOOD HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA-12 (TYPICAL) DR""NO. PANELS TO COVER THE GLAZED OPENINGS d 5HA,1..L PRE DRILL PROVIDE CARBON MONOXIDE DETECTORS AT ALL LEVELS AND IN ALL EDGES AT 12"O.G.TO ACCEPT 2-1/2" #8 WOOD SCREWS AND SPACES AS REQUIRED TO PROVIDE DETECTION AND ALARM COVERAGE PROVIDE ADEQUATE NUMBER OF SGREJ^I5 FOR FASTENING IN ACCORDANCE TO TABLE R301.2.1.2 OF NY5 RESIDENTIAL CODE. FOR ENTIRE RESIDENCE A5 REQUIRED BY NY5 GORE PART 313 AND �.. LOCAL CODES. NOTE: G.G. TO VERIFY ALL EXISTING CONDITIONS FOR SUITABILITY OF WINDOW / DOOR - HEADER 5GHEDULE PROPOSED NEW WORK. (TYPICAL FOR ENTIRE PROJECT) via. NOTE: PROVIDE 1"X3" CRO55BRIVOINO IN LINES 8' OPENING WIDTH (FOR 4" WALLS) (FOR 6" WALLS) REVISION5 SPANS OVER 8'-0" FOR ALL JOIST SPACING (TYPICAL FOR ENTIRE PROJECT) LL NOTE:AT ALL INTERSECTIONS OF NEW UP TO 5'-O" (2)2X8 (3)2X8 AND EXISTING CONSTRUCTION OR UP TO 6'-0" Q WHERE EXISTING CONSTRUCTION 15 TO BE REMOVED TO ACCOMMODATE NEW (2)2X8 (3)2X8 o CONSTRUCTION; PATCH ALL ADJACENT SURFACES AS REQUIRED TO MATCH UP TO 8'-0" (2)2X10 (3)2X70 °w EXISTING, WEAVE NEW MATERIALS INTO EXI5TING WHERE APPLICABLE FOR ° gm 2'o 0 SEAMLESS TRANSITIONS (TYPICAL FOR ENTIRE PROJECT) UP TO 10'-0" (2)2X12 (3)2X12 UNLE55 OTHERK5E 5PEGIFIED Z RRO �_ tt F005-{{ Qoot= ag e=>sOLE Z 3� mOp�'�ou NOTE: SEE SHEETS A-11 THROUGH A-12 FOR LOAD PATH Z J s o o o^w CONNECTIONS REQUIRED FOR ENTIRE PROJECT -� k W s o W U tL IQ amow€�sE 3NSmumo°"m LINE OF EXTERIOR WALL ABOVE ROOF LINE. H Q NOTE: GENERAL CONTRACTOR TO COORDINATE ALL 5ET-UP WORK REQUIRED FOR 5HEARWALL INSTALLATIONS (WHEN LU "�' Z° REQUIRED)PRIOR TO COMMENCING WITH ANY WORK FOR p' z G 0 g PROJECT IV �° oz 9 6 NEW RAFTER BEAM W W WITHIN ROOF STRUCTURE TO SUPPORT ALL 2 Z IL ABOVE AND PORTION OF NEW ROOF STRUCTURE. BETTER W m o !'[ HEADER BEAM #61 - (2) 1 5/4"X q 1/4"MIGROLLAM W/(1)3/4" " LINE OF EXISTING COLLAR TIES AND CEILING SPLAYS NOTE: ULES5 OTHERWISE INDICATED;AT ALL NEW ED V AREAS AND tj _ STEEL PLATE ABOVE IN EXI5TIN6 BEDROOM(TYPICAL) . W o o WHERE 50%OR MORE OF THE EXISTING FLOOR SPACE OF A (D �°a W o W HABITABLE SPACE 15 BEING RENOVATED G.G. 15 TO PROVIDE 2 w 0�_ .ol o P05T IN WALL ABOVE FROM MIGROLLAM BEAM TO BEAR ON INSULATION WITH 'R'VALUES AS FOLLOWS; � °°D u�2�O N"_; RAFTER BEAM ry Z g!'—s m o f °AT EXTERIOR WALLS R-13 (MINIMUM) 4 o °o o a N V ��uzoa .r °AT FLOORS OVER UNCONDITIONED SPACE R-21 (MINIMUM) °AT CEILINGS UNDER UNCONDITIONED SPACE R-21 (MINIMUM) LINE OF EXTERIOR FIRST FLOOR WALLS BELOW(TYPICAL) NOTE: G.G. TO COORDINATE WITH OWNER IF RENOVATION 15 O V TO INCORPORATE CENTRAL AIR CONDITIONING. G.G. AND/OR '- EXISTING A55UMED HVAG CONTRACTOR ARE TO CALCULATE ALL REQUIREMENTS r- 2X4 G.T.® 16"O.C. FOR AND 51ZE ALL EQUIPMENT A5 REQUIRED. N EXI TIN (W.F.) NOTE: ALL POSTS IN ENTIRE PROJECT ARE TO BE PROPERLY Z 9 SUPPORTED EITHER CONTINUING DOWN TO FOUNDATIONS, LINE OF EXISTING HEADERS TRANSFERING LOADS TO FOUNDATIONS OR DOWN TO NOTE:ALL STRUCTURAL COMPONENTS COMPOSED OF GLO. COLLAR TIES BELOW COLUMNS BEARING ON FOOTIN65. (TYPICAL FOR ENTIRE MULTIPLE MIGROLAM MEMBERS THROUGHOUT PROJECT ARE W j I (TYPICAL) PROJECT) TO BE ASSEMBLED IN STRICT CONFORMANCE TO MICROLAM — MANUFACTURER'S SPECIFICATIONS AND UTILIZING ALL tu o FASTENERS AS SPECIFIED BY MANUFACTURER. REFER TO I7 � TRUSS J015T MACMILLAN REFERENCE STANDARDS. MEMBERS EX15'PIN& � I 2X6 SUPPORT MULLION.JOIN WINDOWS PER ANDERSEN JOINING ARE TO BE ASSEBLED AS FOLLOWS; BED fZ►�. a I � I � DETAIL FOR "SUPPORT MULLION"PAGE'f5 OF ANDERSEN —�—' rvl a PUBLICATION L-2. (TYPICAL) ° MEMBERS COMPOSED OF 2 PIECES OF MIGROLLAM -3 ROW5 1 u- EXIST.A55UMED E X 19 T I A 5 5 U M 2X10 R.R.® b" .G.Ajo V E N.I. .) m - ` J IL '� 12d (0.148 X 5.25 )COMMON WIRE AT 12"O.G. 2X10 R.R. 16' 15.. CONTINUOUS (2) 1 3/4IF " X 14" MICROLLAM HDR. TO SUPPORT ° MEMBERS COMPOSED OF 3 PIECES OF MIGROLLAM -2 ROWS IUl U j O 0 J ROOF. 1/2" BOLTS AT 12" O.G.THROUGHBOLTED. 7— O EN O '� ° MEMBERS COMPOSED OF 4 PIECES OF MIGROLLAM -2 2X12 ON FLAT ON EXISTING ROOF STRUCTURE TO I —o (_ EL k% ROWS 1/2" BOLTS AT 12"O.G. THROUGHBOLTED. FORM VALLEY RAFTER FOR NEW ROOF WHERE IT Xx —x 15'-0" 111 INTERSECTS WITH EXISTING. W 5,5 �5{ Nr� �EXIST NG N POG ET DR. ` PROVIDE 2X6 FALSE RAFTERS ® 16"O.G.AT BEDROOM A5 REEFER TO MIGROLLAM MANUFACTURER'S SPECIFICATION PROVIDE P05T ABOVE TO SUPPORT INEW HEADER. EXI .A55'M APB V WITH 3 /CX15REQUIRED TO FORM TRAY CEILING AS INDICATED. (TYPICAL) PUBLICATION NUMBER 2020 FOR BOLT,WASHER, MATERIAL '� Q VERIFY HEADER OVER WINDOW.MINIWUM HEADERSIZE AN2 WITH AN 5 WITH WITH 2X1 R.R. 1�� L I RAME AN281 AN281 AN281 SPECIFICATIONS AND ALL INFORMATION REGARDING TO BE(2)2X12. REPLACE AS REQUIRED. , O.G N.I.F. . UN ABOVEABOVE ABOVE ABOVE A95EMBLY OF MIGROLLAM HEADER d STRUCTURAL . CV z COMPONENTS. m 1 /4" q 1/4" ISTINGI EQ. EQ. LU 5T IRS d RAILINGS o NOTE:ALL STRUCTURAL STEEL THROUGHOUT PROJECT TO BE ATH N O ASTM Agg2/A5'72-50 GRADE STEEL WITH YIELD STRENGTH OF 50 z Z TO EET Y5 CONTINUOS(2) 1 3/4"X q 1/4"MICROII.-LAM HDR. TO z Z Go E T 3T1.5 OC I �, �1�,� K51 z O SUPPORT ROOF. O O `r CATHEDRAL CONTINUOUS (2) 1 3/4"X 15" 3 A F 0 MIGROLLAM HDR. TO SUPPORT (� z v I a P GKET D �0 THIS AREA 9 NOTES: SN ®GLp� ® O ® ® GLG. B ROOF. d i 2 II s c B LGONY 'd I ALL GLAZING WITHIN 18" OF FINISHED FLOOR SURFACES OR IN UA I y �� o - I I k �I LINE OF TRAY CEILING ABOVE EXIS�'ING +'f m _ o� (TYPICAL) HAZARDOUS LOCATIONS AS INDICATED BY NYS CODE PART R306.4 SHALL `n t- `J z I _ I I II i I I BE SAFETY GLA55 IN CONFORMANCE TO NY5 CODE PART R505 AND v _ _ _ _ _ fj NEW MASTER BED RM. SHALL BE INSTALLED IN CONFORMANCE TO PROVISIONS OF SUCH CODE. zQd O I I _ F N. _ TRIPLE ALL RAFTERS, HEADERS 8 TRIMMERS AROUND ALL SKYLIGHTS Ill N E N! 2 X 10 R.R. ® 1 b" o.G. PROVIDE ELECTRIC INTERGONNEGTED SMOKE I I I I AN^ ALL ROOF OPENINGS, UNLESS OTHERWISE SPECIFIED. NOTE: FOR N E W 12 I B O V E S m DETECTION ALARMS AT ALL SLEEPINCG AREAS AND Ul — — N E w 2 x 8 O.J. ® 1 6° 0.0. _ ' CLARITY, TRIPLE RAFTERS d TRIMMERS ARE NOT SHOWN IN DRAWINGS. d� EXISTING ELECTRIC PANEL. PROVIDE ALL ALTERATIONS AS 0 O AT 10'-0"ABOVE FIN15H FLOOR u� ° UNLESS OTHERWISE INDICATED, DOUBLE ALL-1015T5 AROUND AT ALL ADJACENT SPACES AND AT ALL LEVELS OF z Q 0 I I I QrI I Q I I _ _ — REQUIRED TO ACCOMMODATE NFJ^4 CONSTRUCTION. G.G. TO RMIDENCEA5 PER NY5 CODE PARTS R313, AJ102.3 z v 1 3 0 , COORDINATE ALL WORK 8 FINAL CONFIGURATION WITH OWNER. OPENIN65, UNDER PARTITIONS RUNNING PARALLEL TO JOISTS, UNDER AND THE HOUSEHOLD FIRE WARNING EQUIPMENT V I EXIS N _ 4� 11-44"t a 6" 14'-b" 6° BATHTUBS, AND AS SHOWN OR REQUIRED. PROVI510N5 OF NFPA'72 (TYPICAL) Ip z I BE R M N - met PROVIDE ACCESS PANEL(5) FOR ATTIC ACCESS.CONTRACTOR TO POCKET DR. POCK X � � COORDINATE LOCATION(5)WITH OWNER. PROVIDE PULL-DOWN STAIR IF F F — — — — — , DRESSING/ REQUESTED BY OWNER. PROVIDE CARBON MONOXIDE DETECTORS AT ALL I I a 6 z �I I SITTING RM. X 1„ ° PROVIDE G.F.G.1. OUTLETS AT ALL BATH COUNTERS, KITCHEN COUNTERS a , -12 LEVELS AND IN ALL SPACES A5 REQUIIRED TO I AND ALL OTHER AREAS A5 REQUIRED BY CODE. i- � p p � I :� � ATHEDRAL PROVIDE DETECTION AND ALARM GO)VERAGE FOR m u z o I ry o ^I I LG.ABOVE m NEW M. ENTIRE RESIDENCE A5 REQUIRED BY tNYS CODE PART z Qz I I I 15 AREA q BATH F NEW THE EXISTING MECHANICAL SYSTEM SHALL BE UPGRADED, IF REQUIRED, 313 AND LOCAL CODES. N v �� o n m �� WALK TO ACGOMODATE THE NEW HEATING AND VENTILATION LOADS REQUIRED 4 z I I I m I A z J �I ( LAV ( T. J �B IN BY THE NEW ADDITIONS.A LICENSED MECHANICAL HVAG CONTRACTOR 15 L LINE OF EXISTING ROOF RIDGE,DOLL-AR TIES, ETC. I GLO. NOTE; UNLE55 OTHERWISE INDICATED, PLAN DIMENSIONS OF TO THOROUGHLY ANALYZE EXISTING MECHANICAL SYSTEM AND Z (V TO BE REMOVED (TYPICAL) ADDITION ARE TO BE CONSIDERED "PLUS OR MINUS" G.G. IS TO DETERMINE SUITABILITY FOR IT'S INTENDED USE AND ADV15E IF tU U COORDINATE IN FIELD DUE TO VARYING THIGKNE55 OF EXI5TIN6 REPLACEMENT, OR UPGRADING, 15 REQUIRED- PRIOR TO �- EXI TING GXIN14 r0,0N14 WITH ;pr AW281 AW251 WALLS. ALL NEW WORK 15 TO MEET ALL NYS CODE COMMENCEMENT OF ANY WORK. ALL MECHANICAL WORK SHALL BE 2 EX4FRAME REQUIREMENTS AND ZONING SETBACKS d REQUIREMENTS. G.G. 15 INSTALLED IN ACCORDANCE WITH CHAPTERS 12-24 OF THE RESIDENTIAL F 111 U IT ABOVE TO INFORM ARCHITECT OF ANY ITEM THAT MAY CONFLICT WITH CODE OF NEW YORK STATE. F) v z ROOF BELOW } CODE REQUIREMENTS, PRIOR TO COMMENCING ANY PHASE OF ° MECHANICAL EQUIPMENT; MECHANICAL EQUIPMENT 15 TO BE INSTALLED LU �[ WORK. IN STRICT CONFORMANCE TO MANUFACTURER'S 5PEGIFIGATIONS. PROVIDE ppp 7- FRESH AIR INLET AND ALL COMPONENTS AS PER MANUFACTURER. LINE OF EXTERIOR FIRST FLOOR WALLS BELOW CONTRACTOR 15 TO VERIFY PROP05ED INSTALLATION OF ALL COMPONENTS WITH PRODUCT MANUFACTURER(S)TO INSURE THAT I1_ m (TYPICAL) INSTALLATION MEETS MANUFACTURER'S SPEGIFIGATION5 AND THAT 2 V < RESULTING INSTALLATION WILL OPERATE SAFELY. IL LU ° ALL RAILINGS B STEPS TO MEET NYS STATE GORE PARTS R311.5 AND 3: PER NY5 CODE APPENDIX J SECTION,J102; DESIGN ALL OTHER APPLICABLE PARTS OF NY5 CODE. PROPOSES TO LEAVE INTACT EXISTING STAIRS WHICH LINE OF ROOF OVERHANG ABOVE (TYPICAL) °ALL CONSTRUCTION SYSTEMS FOR RESIDENCE ARE TO BE INSTALLED p HAVE NON CONFORMING WIDTH.GOVlERNING AND CONSTRUCTED IN STRICT ACCORDANCE TO ALL MANUFACTURER'S � BUILDING DEPARTMENT HAS ATHORIT`Y TO REQUIRE 3 3 SPECIFICATIONS. ANY ITEMS INDICATED HEREIN WHICH CONFLICT WITH NEW STAIRS IF DEPARTMENT DEEMS E45TING STAIRS V-4" 2'-1$" 4'-0" 3-64 MANUFACTURER'S SPEGIFIGATiONS ARE TO BE BOUGHT TO ARCHITECT'S UNSAFE OR ADVERSELY AFFECT THE PERFORMANCE NOTE: IF ANY PLUMBING WALLS ARE REQUIRED FOR PROJECT; OF THE BUILDING. G.G. AND PLUMBING CONTRACTOR ARE TO COORDINATE AND ATTENTION PRIOR TO COMMENCING ANY WORK. E9TABLI5H MOST APPROPRIATE CONFIGURATION5 FOR ° UNLESS OTHERWISE INDICATED, ALL DECKING LUMBER,TRELLISE PLUMBING WALL5 AND DETERMINE THICKNESS OF WALL5 d LUMBER AND ALL OTHER LUMBER EXPOSED TO EXTERIOR CONDITIONS TiO CHASES REQUIRED TO ACCOMMODATE PLUMBING COMPONENTS. BE PRESSURE TREATED LUMBER, TREATED WITH PRESERVATIVE THAT IS Z MAINTAIN HEADROOM ABOVE STAIRS A5 REQUIRED G.G. AND PLUMBING CONTRACTOR MAY PROVIDE 6"WALLS(OR NON CORROSIVE TO METALS AND ARSENIC-FREE. z BY NY5 STATE CODE PART 311.5.BUILD UP FLOOR THICKER WHEN REQUIRED) IN PLACE OF 4 1/2"WALL5 INDICATED. ° PROVIDE ALUMINUM GUTTERS Q LEADERS THROUGHOUT PROJECT. SURFACE AT NEW CLOSET AS REQUIRED. G.G. TO NOTIFY ARCHITECT IMMEDIATELY IF ANY SUCH CHANGE CONNECT LEADERS TO DRYWELLS IF REQUIRED BY BUILDING Q- AFFECTS ANY STRUCTURAL COMPONENT. G.G. AND PLUMBING DEPARTMENT (TYPICAL) GUTTERS d LEADERS ARE NOT SHOWN ON CONTRACTOR ARE TO FINALIZE ANY CHANGES TO PLAN LAYOUT ELEVATIONS FOR CLARITY. WITH OWNER PRIOR TO COMMENCING WITH WORK. (TYPICAL FOR ° PROVIDE COPPER FLASHING AT ALL ROOF INTERSECTIONS AND AT ALL- ENTIRE O PROJECT). iROOF PENETRATIONS. (TYPICAL FOR ENTIRE PROJECT)NOTE: FLASHING J ' NOT SHOWN ON ELEVATIONS FOR CLARITY. u- ° PROVIDE STEPPED COPPER FLASHING AT ALL ROOF AND BRICK WALL Q r INTERSECTIONS. (TYPICAL FOR ENTIRE PROJECT)NOTE: FLASHING NOT Z NOTE: AT NEW BATHROOM; PROVIDE EXHAUST FAN VENTING TO SHOWN ON ELEVATIONS FOR CLARITY. OUTSIDE AIR A5 PER NY5 GORE PART R303.3 AND ALL OTHER °ALL BUTT CONNECTIONS OF STRUCTURE ARE TO BE MADE UTILIZING ll1 APPLICABLE PARTS OF NY5 GODS.7 � ULE CONNECTORS (STRNGEST MODEL In MBERS)A5 MAN FA&ALVANIZED METAL D RED BY SIMPSON 5TR0N G TIE C.O. PHONE: 1-800-qqq-50gq. PROJ%tom' °CONTRACTOR TO PROVIDE ALL TEMPORARY SHORING A5 REQUIRED 2010-127 DATE _ FOR ENTIRE PROJECT TO MAINTAIN STRUCTURAL STABILITY OF ENTIRE 4-30-11 PROJECT THROUGHOUT CONSTRUCTION PROCESS. SCAL A5 NOTED ° PROVIDE EXHAUST FANS VENTING TO OUTSIDE AIR AT BATHROOMS d SECONP FLAN UNLE55 OTHERWISE INDICATED, ALL NEW WINDOWS d DOORS POWDER ROOMS A5 PER NY5 CODE PART R303.3 AND ALL OTHER �` FOR PROJECT TO BE ANDERSEN 400 5ERIE5 WINDOWS 8 APPLICABLE PARTS OF NYS CODE. KRH/TAG GIEGCFD 61': DOORS WITH HIGH PERFORMANCE LOW-E GLASS. ADDITIONALLY, 5 ° PROVIDE ELECTRIC, INTERCONNECTED SMOKE DETECTION ALARMS AT PAC, 1/4 - 11-0 " ALL WINDOWS AND 6LA55 DOORS SHALL MEET THE ALL SLEEPING AREAS AND AT ALL ADJACENT SPACES AND AT ALL Aesop: REQUIREMENTS OF THE LARGE M155LE TEST OF A5TM E 1886 OR LEVELS OF RE5IDENGE A5 PER NYS CODE PARTS R313, AJ102.3 AND THE FAG THE CONTRACTOR SHALL PROVIDE PRE-GUT 1/2"PLYWOOD HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA-f2 (TYPICAL) Ds�' PANELS TO COVER THE GLAZED OPENINGS d SHALL PRE DRILL ° PROVIDE CARBON MONOXIDE DETECTORS AT ALL LEVELS AND IN ALL EDGES AT 12"O.G. TO ACCEPT 2-1/2" #8 WOOD 50REM AND SPACES A5 REQUIRED TO PROVIDE DETECTION AND ALARM COVERAGE PROVIDE ADEQUATE NUMBER OF SCREWS FOR FASTENING IN FOR ENTIRE RESIDENCE A5 REQUIRED BY NYS GODS PART 313 AND ACCORDANCE TO TABLE R301.2.1.2 OF NY5 RESIDENTIAL CODE. - a f ". —4 LOCAL CODES. '1 f f� TYPICAL FOUND./FTC. TYPICAL INTERIOR WALL CONSTRUCTION: TYPIO AL 5HINOLE ROOF CONSTRUGTION: MAINTAIN 1" CLEAR AIR SPACE ABOVE INSULATION TYPICAL LOAD PATH CONNECTION NOTES: WINDOW / DOOR - HEADER SCHEDULE ° 8" P.G. FOUNDATION WALL ° 2X4 WOOD STUDS 0 16"O.G. °ARCHITECTURAL STYLE ASPHALT ROOF 5HINGLES-COLOR AT ALL ROOF AREAS. PROVIDE BAFFLES AS AT ALL ROOF RIDGE5 PROVIDE TEN51ON STRAP -51MP50N STRONG-TIE CO.CS16 AT EVERY RAFTER TO ° 16" X 8"DEEP P.G. FOOTING AT 3'-0"(MIINIMUM)BELOW ° (1)LAYER 1/2" GYP. BD. EACH 51DE AND STYLE A5 SELECTED BY OWNER REQUIRED (TYPICAL FOR ENTIRE PROJECT). RIDGE CONNECTION, 32" LONG MINIMUM (16" BEARING ON EACH RAFTER) (16"O.G.)WITH MINIMUM (4)8d HEADER HEADER GRADE WITH (2)CONTINUOS#5 RE-BARS). NOTE: KEYWAY IN ° PROVIDE 'W.R.' GYP. BD.AT ALL BATHROOM WALLS 4 ° 30# ROOF FELT NOTE: DOUBLE ROOF UNDERLAYMENT NEW OVERHANG, EAVE 4 TRIM DETAILS FOR NAILS IN EACH END. (TYPICAL FOR ENTIRE PROJECT) OPENING WIDTH (FOR 4" WALLS) (FOR 6" WALLS) REVISIONS FOOTING 70 BE FORMED WITH 2X4 STOCK ON FLAT. CEILINGS AND "WONDERBOARD"BEHIND ALL CERAMIC TILE (FELT) FOR ROOFS PITCHED EQUAL OR GREATER THAN 2 PROJECT TO MATCH EXISTING DETAILS ON UP TO 5'-0" (2)2X8 (3)2X8 -. ° BOTTOM OF FOOTINGS TO BE FLU5H WIITH BOTTOM OF INALL.5 ON12 AND EQUAL OR LESS THAN 4 ON 12. RESIDENCE. PROVIDE SOFFIT VENTS AT ALL PROVIDE FLOOR TO FLOOR CONNECTION -SIMP50N 5TRONG TIE W.MODEL G520 STRAPPING AT 16" Q EXISTING FOOTINGS THAT ARE DIRECTLY'ADJACENT TO NEW ° PROVIDE ICE PROTECTION UNDERLAYMENT IN SOFFITS. MINIMUM VENTING TO BE EQUAL TO O.G. (AT EVERY STUD TO RIM JOIST TO STUD)WITH MINIMUM OF (5)ad NAILS IN EACH END. (TYPICAL FOR UP TO 61-0" (2)2X8 (3)2X8 IL u�w WORK. CONFORMANCE TO NY5 BUILDING CODE PART R905.21.1 CONTINUOUS 1"SCREENED ALUMINUM SOFFIT VIENT ENTIRE PROJECT). UP TO 8'-0" (2)2X10 (5)2X10 Q d) ° EXTERIOR OF ALL FOUNDATION WALL5i TO BE TYPIG,hL EXTERIOR WP�LL CONSTRUCTION: ° 5/5" EXTERIOR GRADE PLYWOOD SHEATHING (TYPICAL). DAMPPRDOFED,FULL HEIGHT STARTING SAT A POINT 1/2" ° ° ROOF RAFTERS (SIZE AND SPACING AS INDICATED IN AT ALL AREAS WERE CEILING JOISTS RUN PERPENDICULAR TO ROOF RAFTERS; PROVIDE "STRONG-BACK" (3)2X12 b s a EXTERIOR SIDING TO MATCH EXISTING -FINAL MATERIAL w N BELOW PROP05ED FINISH GRADE. PLAN5 4 SECTIONS) NOTE: G.G. TO VERIFY ALL EXISTING CONDITIO➢N5 CON51STINO OF (2)2X4 AT 2'-0" O.G. TYING INTO ROOF RAFTERS AND CEILING JOISTS. "STRONG-BACK" UNLE55 OTHERWISE SPECIFIED SELECTION, STYLE AND COLOR TO BE MADE BY OWNER. FIBERGLASS GATT INSULATION (R VALUE AS INDICATED IN ° NOTE: IF SIMPSON STRONG-TIE CO.SHEAR WALLS ARE ° FOR SUITABILITY OF PROPOSED NEW WORK. °ANY FLAT PANEL,TRIM BOARDS,WINDOW 4 DOOR TRIM TO TO EXTEND MIN. 8-0' IN FROM OUTSIDE WALLS. (TYPICAL FOR ENTIRE PROJECT). = g o SPECIFIED IN THESE DRAWING5 THEN;REIBAR IS REQUIRED IN ' (TYPICAL FOR ENTIRE PROJECT) SECTIONS) PROVIDE AIR BAFFLES AS REQUIRED TO PROVIDE Z W BE AZEK MATERIAL AND 5/8"THICK EXTERIOR GRADE MDO ��8 m o o�a o° TOP OF FOUNDATION INALL5 FOR INSTALLATION.GENERAL PROPER VENTILATION PROVIDE SIMPSON STRONG-TIE CO. MODEL #H1O HURRICANE CLIPS AT EVERY RAFTER TO PLATE IL CONTRACTOR t5 TO COORDINATE ALL NNORK A5 REQUIRED PLYWOOD - FINAL MATERIAL SELECTION TO BE MADE BY NOTE: PROVIDE 1"X3" CRO55BRIDGING IN LINES w o o° ° ° NOTE: PROVIDE SIMPSON STRONG-TIE CO. HURRICANE CONNECTION WHERE RAFTERS DO NOT ALIGN WITH STUDS (TYPICAL FOR ENTIRE PROJECT). NOTE: SEE SHEETS A-11 THROUGH A-12 FOR LOAD PATH lSl ___ _ ° BY SIMP50N STRONG-TIE CO.SPECIFICA•TION5. OWNER. GLiPS AT EVERY RAFTER TO PLATE CONNECTION. (MODEL 5'-0" O.G. AT CENTER OF ALL SPANS OVER 8'--O' CONNECTIONS REQUIRED FOR ENTIRE PROJECT Z _ 2 F r" K ° 30#BUILDING FELT (TYVEK HOUSEWRAP IF EXTERIOR 51DING FOR ALL JOIST SPACING (TYPICAL FOR ENTIRE w °°�w 2 o NUMBERS AS INDICATED IN SECTIONS AND DETAIL SHEETS PROVIDE SIMP50N STRONG-TIE CO. MODEL #H105 HURRICANE CLIPS AT EVERY RAFTER TO PLATE :3Z �s m 8 m o o In m 15/2 BE VINYL SIDING) WITH NY5 CODE LOAD PATH DETAILS) PROJECT) CONNECTION WHERE RAFTERS ALIGN WITH STUDS (TYPICAL FOR ENTIRE PROJECT). J ° 1/2"EXTERIOR GRADE PLYWOOD SHEATHING TYPICAL 5LA B CON5TRU01-ION: NOTE: AT ALL INTERSEGTION5 OF NEW AND IL ° 2X 6 WOOD STUDS 0 1(6"O.G. NOTE: GENERAL CONTRACTOR TO COORDINATE ALL SET-UP U1 ° 4" P.G. SLAB EXISTING CONSTRUCTION OR WHERE EXISTING PROVIDE SIMPSON STRONG-TIE CO. MODEL #H6 UPLIFT CONNECTOR AT EVERY TOP PLATE TO WALL STUD WORK REQUIRED FOR SHEARWALL INSTALLATIONS (WHEN ~ "° ° °°R-21 FIBERGLA55 BATT INSULATION ° 6X6 10-10 W.W.M. , 1/2"GYP. BD.WALL FINISH W CONSTRUCTION IS TO BE REMOVED TO CONNECTION AT EXTERIOR OF ALL WHERE RAFTERS DO NOT ALIGN WITH STUDS (TYPICAL FOR ENTIRE REQUIRED)PRIOR TO COMMENCING WITH ANY WORK FOR G g ° 6 MIL MINIMUM POLYETHELENE VAPOR IBARRIER ACCOMMODATE NEW CONSTRUCTION; PATCH ALL PROJECT). PROJECT I,LI ° 4" COMPACTED GRAVEL BASE ADJACENT SURFACES A5 REQUIRED TO MATCH ° NOTE: OMIT VAPOR BARRIER 41N5ULAlrION AT EXTERIOR EXISTING, WEAVE NEW MATERIALS INTO EXI5TINIG t u E s o o r STUD TO BOTTOM PLATE CONNECTION; lb '-m Q o °_° °t SLABS WHERE APPLICABLE FOR SEAMLESS TRANSITIONS NOTE: ULE55 OTHERWISE INDICATED;AT ALL NEW AREAS AND Z Z °z�a v o"9 0 (TYPICAL FOR ENTIRE PROJECT) OPTION #1. 1 1/4' X 16 GAGE STRAP (SIMPSON STRONG-TIE MODEL#G516)WITH MINIMUM 12' BEARING ON I w o w ° EACH STUD AND MINIMUM 4-8d NAILS AT EACH STUD 4 SILL CONNECTION AND WRAPPED UNDER SILL WHERE 50% OR MORE OF THE EXISTING FLOOR SPACE OF A O @ o-°f l m o HABITABLE SPACE IS BEING RENOVATED G.G. 15 TO PROVIDE €° OPTION #2. (1)5IMP50N 5TRONG TIE CO. MODEL# TSP STUD PLATE TIE AT EVERY STUD TO PLATE V Yl^ m�t°Z t o INSULATION WITH 'R'VALUES A5 FOLLOWS; ,n= _ io NOTE; PROVIDE FLOOR TO FLOOR CONNECTION: LA °°9'�°� o UNLESS OTHERWISE INDICATED,ALL NE:W WINDOWS 4 DOORS CONNECTION (TYPICAL FOR ENTIRE PROJECT) �o g p 8 G o" - ° O=�zw a SIMP50N STRONG TIE GO. MODEL G520 .- < >w � FOR PROJECT TO BE ANDERSEN 400 :SERIES WINDOWS 4 STRAPPING AT 16" O.G. (AT EVERY STUD TO RIIIM o AT EXTERIOR WALLS R-15 (MINIMUM) <z a 2 o o�a� DOORS WITH HIGH PERFORMANCE LOYN-E GLA55.ADDITIONALLY, J015T TO STUD)WITH MINIMUM OF (5)ad NAILS, IN PROVIDE SIMPSON FRAMING PLATES MODEL#A55F 0 16' O.G.AT SILL PLATE5 AND PROVIDE SIMPSON AT FLOORS OVER UNCONDITIONED SPACE R-21 (MINIMUM) N Z ALL WINDOWS AND 6LA55 DOORS SHALL MEET THE EACH END. (TYPICAL FOR ENTIRE PROJECT). 5TRONG TIE MODEL# LTP4 TIE PLATES AT EVERY RIM JOIST TO BOTTOM PLATE CONNECTION AT 16"D.G. °AT GEILIN65 UNDER UNCONDITIONED SPACE R-21 (MINIMUM) (y V REQUIREMENTS OF THE LARGE M155LE:TEST OF ASTM E 1886 OR NEW ADDITION BEYOND MINIMUM (TYPICAL FOR ENTIRE PROJECT). v THE CONTRACTOR SHALL PROVIDE PIKE-GUT 1/2"PLYWOOD NOTE: G.G. TO COORDINATE WITH OWNER IF RENOVATION 15 O PANELS TO COVER THE GLAZED OPEN41NOS 4 SHALL PRE DRILL BOTTOM PLATE TO FOUNDATION CONNECTION (UNLESS OTHERWISE SPECIFIED); PROVIDE 5/6" CD X 15" TO INCORPORATE CENTRAL AIR CONDITIONING. G.G.AND/OR EDGES AT 12"O.G. TO ACCEPT F SC t#8 WOOD A57ENI AND REMOVE PORTION OF ROOF AND STRUCTURE OVER — LONG ANCHOR BOLTS SPACED AS PER WFGM TABLES 3.2A 4 5.25 AND 6" MINIMUM FROM EACH CORNER, HVAG CONTRACTOR ARE TO CALCULATE ALL REQUIREMENTS co PROVIDE ADEQUATE NUMBER OF .2 OFF 5 FOR FASTENING O EXISTING PORTIONS AT FRONT OF RESIDENCE A5 MINIMUM 7' EMBEDMENT. PROVIDE 51MP50N 5TRONG-TIE W. MODEL# LBP55/8 BEARING PLATE AT EACH FOR AND 51ZE ALL EQUIPMENT AS REQUIRED. � NN ACCORDANCE TO TABLE R301.2.1.2 OFF NY5 RESIDENTIAL GODS. INDICATED ON PLANS AS REQUIRED FOR NEW ANCHOR BOLT. TABLES 3.2A 4 3.213 MAY BE FOUND AT OTHER SHEETS IN THESE DR 4NING5. (TYPICAL FOR ?- Q ADDITIONS AND ALTERATIONS. ENTIRE PROJECT) z r NOTE:ALL STRUCTURAL COMPONENTS COMPOSED OF MULTIPLE MIGROLAM MEMBERS THROUGHOUT PROJECT ARE cn MODEL X-5 RIDGE VENT APPROVED FOR HIGH WIND APPLICATION AS V NOTE; NEW RAFTER BEAM WITHIN ROOF STRUCTURE MANUFACTURED BY 'GOR-A-VENT'OR APPROVED EQUAL (TYPICAL) TO BE ASSEMBLED IN STRICT CONFORMANCE TO MIGROLAM tu MANUFACTURER'S SPECIFICATIONS AND UTILIZING ALL BEYOND (BEAM #61 - (2) 1 3/4"X el 1/4"MICROLLAM FASTENERS A5 SPECIFIED BY MANUFACTURER. REFER TO W/(1) 3/4" STEEL PLATE)TERMINATES AT EXISTING TENSION STRAP - SIMP50N STRONG-TIE CO.C516 AT EVERY RAFTER TO FASTENERS J015T MACMCLAN REFERENCE STANDARDS. MEMBERS RIDGE AT EXISTING ROOF. RIDGE CONEGTION, 32" LONG MINIMUM (16"BEARING ON EACH RAFTER) (12" TRU5ARE 5 BE A5 ACMILLEBLED A5 FOLLOWS; O.G.)WITH MINIMUM (4)Sd NAILS IN EACH END. (TYPICAL FOR ENTIRE PROJECT) ° MEMBERS COMPOSED OF 2 PIECES OF MICROLLAM - 3 ROWS U- CONTIN000S (2) 1 3/4" X g 1/4" MICROLLAM HDR.TO 12d (0.146"X 5.25")COMMON WIRE AT 12" O.G. �- SUPPORT NEW ROOF AND CEILING JOISTS. PROVIDE (2)2X12 RIDGE ° MEMBERS COMPOSED OF 3 PIECES OF MICROLLAM -2 ROWS j BLOCKING AND DOUBLE 2X6 PLATE ALONG TOP A5 2X10 R.R. 0 16"O.G. 1/2" BOLTS AT 12" O.G. THROUGHBOLTED. Lu REQUIRED FOR ROOF RAFTER BEARING. ° MEMBERS COMPOSED OF 4 PIECES OF MICROLLAM -2 2X8 G.J. ® 16"O.G. ROWS 1/2" BOLTS AT 12"O.G. THROUGHBOLTED. PROVIDE 51MP50N STRONG-TIE CO. MODEL #H10 HURRICANE CLIPS � W EXISTING ASSUMED 2X12 RIDGE N.I.F.) AT EVERY RAFTER TO PLATE CONNECTION WHERE RAFTERS DO , 1 NOT ALIGN WITH STUDS (TYPICAL FOR ENTIRE PROJECT). REFFER TO MICROLLAM MANUFACTURER'S SPECIFICATION V PUBLICATION NUMBER 2020 FOR BOLT, WASHER, MATERIAL 4 EXIST.ASSUMED 2X10 R.R. @16" O.G. N.I.F.) NOTE: PROVIDE SIMP50N STRONG-TIE CO.MODEL#H1O5 SPECIFICATIONS AND ALL INFORMATION REGARDING HURRICANE CLIPS AT EVERY RAFTER TO PLATE CONNECTION WHERE A55EMBLY OF MICROLLAM HEADER 4 STRUCTURAL N RAFTERS ALIGN WITH STUDS (TYPICAL FOR ENTIRE PROJECT). COMPONENTS. cYl EXISTING ASSUMED 2X4 G.T. 0 16"O.G. N.I.F.) PROVIDE SIMPSON STRONG-TIE CO.MODEL#H6 UPLIFT NOTE:ALL STRUCTURAL STEEL THROUGHOUT PROJECT TO BE Lu CONNECTOR AT EVERY TOP PLATE TO WALL STUD CONNECTION AT ASTM AQg2/A572-50 GRADE STEEL WITH YIELD STRENGTH OF 50 12 12 EXTERIOR OF WALL WHERE RAFTERS DO NOT ALIGN WITH STUDS K51 v z O 5 r— 5 (TYPICAL FOR ENTIRE PROJECT). _ OVERHANG, EAVE 4 TRIM DETAILS TO BE 51MILAR TO EXISTING NOTES: p ATTIC DETAILS ON HOUSE. PROVIDE SOFFIT VENTS AT ALL SOFFITS. ° ALL GLAZING WITHIN 15" OF FINISHED FLOOR SURFACES OR IN tu MINIMUM VENTING TO VET EQUAL TO CONTINUOUS 1" SCREENED HAZARDOUS LOCATIONS AS INDICATED BY NYS CODE PART R308.4 SHALL R- ALUMINUM SOFFIT VENT(TYPICAL). BE SAFETY GLASS IN CONFORMANCE TO NYS CODE PART R308 AND %DI —— TOP OF NEW PLATE Al', SHALL BE INSTALLED IN CONFORMANCE TO PROVISIONS OF SUCH CODE. U U— U U U _ U_ U 1I _Il U_ U _ u _ 11 =I NEW ROOF STRUCTURE ° TRIPLE ALL RAFTERS, HEADERS 4 TRIMMERS AROUND ALL SKYLIGHTS AND ALL ROOF OPENINGS, UNLESS OTHERWISE SPECIFIED.NOTE: FOR TOP OF PLATE R`3O CLARITY, TRIPLE RAFTERS 4 TRIMMERS ARE NOT SHOWN IN DRAWINGS. . _ . _ . _ • _ — — _ — — — _ — — —•— — — — _ , _ TOP OF PLATE UNLE55 OTHER4NI5E INDICATED, DOUBLE ALL JOISTS AROUND EXTEND WALL STUDS UP AS REQUIRED FOR NEW ROOF 4 CEILING OPENINGS, UNDER PARTITIONS RUNNING PARALLEL TO JOISTS, UNDER HEIGHT. MINIMUM OVERLAP OF NEW 4 EXISTING STUDS TO BE 18" BATHTUBS, AND A5 SHOWN OR REQUIRED. NOTE; REMOVE CEILING $STRUCTURE AND STUDS TO BE THOROUGHLY SPIKED TOGETHER WITH MINIMUM o PROVIDE ACCESS PANEL(5) FOR ATTIC ACCESS.CONTRACTOR TO z AT EXISTING BATH A5 REQUIRED FOR EXISTING EXISTING EXISTING OF EIGHT (5) 3" LONG WOOD 5CREWS AT EACH LAP. (TYPICAL FOR z Q o- COORDINATE LOCATION(S)WITH OWNER. PROVIDE PULL-DOWN STAIR IF NEW WORK. PROVIDE NEW CEILIN(5, BED RM. BATH BED RM. ENTIRE PROJECT). REQUESTED BY OWNER. FIXTURES, FANS, ETC.A5 REQUIRED 4 PATCH ALL SURFACES. NOTE; NEW FIN. SECOND FLOOR AT ADDITION (BEYOND)TO BE IttE—+, PROVIDE G.F.G.I. OUTLETS AT ALL BATH COUNTERS, KITCHEN COUNTERS +� STEP HIGHER (APPROX. '1 1/4")THAN EXISTING FIN. SECOND FLOOR. AND ALL OTHER AREAS AS REQUIRED BY CODE.� lt- ° THE EXISTING MECHANICAL SYSTEM SHALL BE UPGRADED, IF REQUIRED,PER NYS CODE PART R311.5.3.1 NOT TO EXCEED 8 1/4". 1- MMDATE THE NEW HEATING AND VENTILATION LOADS REQUIRED r 12 TO AGGO to NEW FIN. SECOND FL. (AT ADDITION) — BY THE NEW ADDITIONS. A LICENSED MECHANICAL HVAG CONTRACTOR 15 g FIN. SECOND FL_ EXISTING FIN.SECOND FL. TO THOROUGHLY ANALYZE EXISTING MECHANICAL SYSTEM AND � (V TOP OF PLATE _ _ TOP OF PLATE DETERMINE SUITABILITY FOR ITS INTENDED USE AND ADV15E IF W O ti) REPLACEMENT, OR UPGRADING, IS REQUIRED -PRIOR TO IL _Q ORNAMENTAL BRACKETS AT ROOF AWNING COMMENCEMENT OF ANY WORK.ALL MECHANICAL WORK SHALL BE z 01 = `- EXI5TIN6 A55UMED 2X8 F.J. 0 REMOVE CLOSET, PORTIONS INSTALLED IN ACCORDANCE WITH CHAPTERS 12-24 OF THE RESIDENTIAL lU V }- In 2X6 R.R. 4 G.J. 0 16" O.G.AT NEW ROOF AWNING. ROOF RAFTERS V� z 16" O.G. N.I.F.) OF WALLS AND DOORS TO z CODE OF NEW YORK STATE. (� z N EXISTING DECK EXISTING DEN EASTIN& I OPEN ROOM UP TO 65REAT TO BE LET INTO AND ATTACHED TO WALL STUDS WITH 3 LONG MECHANICAL EQUIPMENT; MECHANICAL EQUIPMENT 15 TO BE INSTALLED 111 Y -Z WOOD 9CREW5 (5)SCREWS MINIMUM AT EACH ATTACHMENT. TH RM. -SEE FIRST FLOOR PLAN IN STRICT CONFORMANCE TO MANUFACTURER'S SPECIFICATIONS. PROVIDE O lu FRESH AIR INLET AND ALL COMPONENTS AS PER MANUFACTURER. EXISTING X8 G J " (5)2IRDERS NEW HOME OFFICE 2X10 FASCIA ON 2X6 RIM +' CONTRACTOR 15 TO VERIFY PROPOSED INSTALLATION OF ALL I JOIST AT ALL PERIMETERS i r OF DECK (TYPICAL) r COMPONENTS WITH PRODUCT MANUFACTURER(S)TO INSURE THAT (L EXISTING ASSUMED 2X8 F.J. ® I INSTALLATION MEETS MANUFACTURER'S SPECIFICATIONS AND THAT 2 v m < FIN. FIRST FL. 16" O.G. N.I.F.) RESULTING INSTALLATION WILL OPERATE SAFELY. IL 11.1 'o X _ _ _ — _ FIN; FIRST FL. ° ALL RAILINGS 4 STEPS TO MEET NYS STATE CODE PARTS R311.5,AND d) u- TOP OF PLATE s TOP OF PLATE ALL OTHER APPLICABLE PARTS OF NY5 GODS. _ — — — — ° ALL CONSTRUCTION SYSTEMS FOR RESIDENCE ARE TO BE INSTALLED Z EXISTING GRAVE EXISTING COLUMNS (TYPICAL) I AND CONSTRUCTED IN STRICT ACCORDANCE TO ALL MANUFACTURER'S SPECIFICATIONS. ANY ITEMS INDICATED HEREIN WHICH CONFLICT WITH t X LINE OF EXISTING FIN15H GRADE IN 3'-3" HIGH CONCRETE + MANUFACTURER'S SPECIFICATIONS ARE TO BE BOUGHT TO ARCHITECT'S FOREGROUND (FOR REFEREN(5E) EXISTIFOCELILA t- FOUNDATiON/5H€1..F BEYOND I I N ATTENTION PRIOR TO COMMENCING ANY WORK. `, 6 ° UNLESS OTHERWISE INDICATED, ALL DECKING LUMBER, TRELL15E +1 EXISTING G +i LUMBER AND ALL OTHER LUMBER EXPOSED TO EXTERIOR CONDITIONS TO m�v — BE PRE59URE TREATED LUMBER, TREATED WITH PRESERVATIVE THAT 15 EXISTING ALL EXI TIN(5 -CONTRACTOR TO NON CORROSIVE TO METALS AND ARSENIC-FREE. i- VERIFY ALL EXISTING CONDITIONS (TYPICAL) r- °PROVIDE ALUMINUM GUTTERS 4 LEADERS THROUGHOUT PROJECT. FIN. BASEMENT SLAB CONNECT LEADERS TO DRYWELLS IF REQUIRED BY BUILDING _ FIN. BASEMENT SLAB DEPARTMENT (TYPICAL) GUTTERS 4 LEADERS ARE NOT SHOWN ON ELEVATIONS FOR CLARITY. ° PROVIDE COPPER FLASHING AT ALL ROOF INTERSECTIONS AND AT ALIL ROOF PENETRATIONS. (TYPICAL FOR ENTIRE PROJECT)NOTE: FLASHING ; PROVIDE NEW 3 1/2" (P 53N.STEEL COLUMNS DOUBLE 2X8 GIRDER: - ONE AT EACH SIDE OF NOTE; AT EVERY RAILING POST TO RIM JOIST NOT SHOWN ON ELEVATIONS FOR CLARITY. BELOW BEARING POINTS FROM ABOVE.5AW 4X 4 POST ATTACHMP WITH SIMPSON CONNECTION PROVIDE (2) 1/2" 0 GALVANIZED ° PROVIDE STEPPED COPPER FLASHING AT ALL ROOF AND BRICK WALL 2 GUT EXISTING CELLAR SLAB, PROVIDE NEW STRONG-TIE CO.MOC:)EL#PJT14Z DECK JOIST THROUGH BOLTS AND (1)SIMPSON STRONG-TIE INTERSECTIONS. (TYPICAL FOR ENTIRE PROJECT)NOTE: FLASHING NOT 0 2'-0"X 2'-0"X 1'-6"DEEP P.G. FOOTING5.TOP TIES ON 12" m P.G.PIERS 5-0" (MIN.) BELOW CO. MODEL# DTT2Z DECK TENSION TIE TIED SHOWN ON ELEVATIONS FOR CLARITY. OF FOOTINGS TO BE FLUSH W/TOP OF GRADE. 4X4 POST ATTTACHED TO PIER WITH INTO DECK JOISTS AND/OR SOLID 2X6 °ALL BUTT CONNECTIONS OF STRUCTURE ARE TO BE MADE UTILIZING EXISTING CELLAR SLAB. (SEE FOUND./CELLAR SIMP50N STRONG-TIE:CO.MODEL# PBS44AZ BLOCKING WITH (8)SIMP50N STRONG-TIE GALVANIZED METAL SADDLE CONNECTORS (STRONGEST MODEL tu in FOR GENERAL LOCATIONS. G.G. TO POST BASE ANCHOR.5ET INTO CONCRETE WHILE 5GREW5 MODEL# 50525112. (TYPICAL FOR NUMBERS)A5 MANUFACTURED BY SIMP50N STRONG TIE W. PHONE: COORDINATE FINAL LOCATIONS AS REQUIRED STILL SOFT. (TYPICAL.AT ALL DECK PIERS). ENTIRE PROJECT) NUMBERS)AS M �T"0 IN FIELD). 2010-12"1 NOTE; ALL DECK J0153T5 TO BE ATTACHED TO °CONTRACTOR TO PROVIDE ALL TEMPORARY SHORING AS REQUIRED DAM RIM J015TS WITH SIMP'50N 5TRONG-TIE CO. FOR ENTIRE PROJECT TO MAINTAIN STRUCTURAL STABILITY OF ENTIRE 12-21-11 MODEL# LU526Z JOIST HANGERS AT EVERY PROJECT THROUGHOUT CONSTRUCTION PROCESS. SCAM ° PROVIDE EXHAUST FANS VENTING TO OUTSIDE AIR AT BATHROOMS 4 CONNECTION. (TYPIGA�L) vRw�ner: AS NOTED POWDER ROOMS A5 PER NY5 CODE PART R303.3 AND ALL OTHER KRH/TACG APPLICABLE PARTS OF NYS CODE. amw By.. °PROVIDE ELECTRIC INTERCONNECTED SMOKE DETECTION ALARMS AT PAG 5ECTION ALL SLEEPING AREAS AND AT ALL ADJACENT SPACES AND AT ALL M. LEVELS OF RESIDENCE AS PER NY5 CODE PARTS R313,AJ102.3 AND THE/ ;`, PAG HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA-12 (TYPICAL) vRw+ribxo. y :� o 1/4" = 1�'O�� PROVIDE CARBON MONOXIDE DETECTORS AT ALL LEVELS AND IN ALL SPACES AS REQUIRED TO PROVIDE DETECTION AND ALARM COVERAGE;" FOR ENTIRE RESIDENCE AS REQUIRED BY NYS CODE PART 315 AND A � ., �� A-5 LOCAL CODES. �r` TYPICAL FOUND./FTC. TYPICAL INTERIOR WALL CON5TRUCTION: TYPICAL 5HINOLE ROOF CON5TRUCTION: MAINTAIN 1" CLEAR AIR SPACE ABOVE INSULATION TYPICAL LOAD PATH CONNECTION NOTE5: NINDOW / DOOR - HEADER 56HEDULE ° W P.G. FOUNDATION WALL ° 2X4 WOOD STUDS ® 16"O.G. ° ARCHITECTURAL STYLE ASPHALT ROOF SHINGLES -COLOR AT ALL ROOF AREAS. PROVIDE BAFFLES AS AT ALL ROOF RIDGE5 PROVIDE TEN51ON STRAP -51MF50N STRONG-TIE CO.C516 AT EVERY RAFTER TO ° 16" X 8" DEEP P.G. FOOTING AT V-O" (MINIMUM)BELOW ° (1) LAYER 1/2" GYP. BD. EACH SIDE AND STYLE AS SELECTED BY OWNER REQUIRED (TYPICAL FOR ENTIRE PROJECT). �� No RIDGE CONNECTION, 32 LONG MINIMUM (16' BEARING ON EACH RAFTER)(16 O.G.)WITH MINIMUM (4)Sd HEADER HEADER GRADE WITH (2)CONTINUOS #5 RE-BARS. NOTE: KEYWAY IN ° PROVIDE 'W.R.' GYP. BD. AT ALL BATHROOM WALLS 4 ° 30# ROOF FELT NOTE: DOUBLE ROOF UNDERLAYMENT NAILS IN EACH END. (TYPICAL FOR ENTIRE PROJECT) OPENING WIDTH (FOR W 6 W 4" WALLS) (FOR " ALLS) REVISIONS FOOTING TO BE FORMED WITH 2X4 STOCK ON FLAT. GEILIN65 AND "WONDERBOARD" BEHIND ALL CERAMIC,TILE (FELT) FOR ROOFS PITCHED EQUAL OR GREATER THAN 2 NEW OVERHANG, EAVE TRIM DETAILS F OR PROJECT TO MATCH EXISTING DETAILS ON UP TO 5'-0" (2)2X8 (3)2X8 ° BOTTOM OF FOOTINGS TO BE FLUSH WITH BOTTOM OF WALLS ON12 AND EQUAL OR LESS THAN 4 ON 12. RESIDENCE. PROVIDE SOFFIT VENTS AT ALL PROVIDE FLOOR TO FLOOR CONNECTION -SIMPSON STRONG TIE CO. MODEL C520 5TRAPPIN6 AT 16" EXISTING FOOTINGS THAT ARE DIRECTLY ADJACENT TO NEW ° PROVIDE ICE PROTECTION UNDERLAYMENT IN T O.G. (AT EVERY STUD TO RIM JOIST TO STUD)WITH MINIMUM OF (5)8d NAILS IN EACH END. (TYPICAL FOR UP TO 6'-0" (2) 2X8 (3)2X8 IL o SOFFITS. MINIMUM VEN.ING TO BE EQUAL TO w WORK. CONFORMANCE TO NY5 BUILDING CODE PART RC105.2.1.1 CONTINUOUS 1" SCREENED ALUMINUM SOFFIT VENT ENTIRE PROJECT). UP TO 8'-0" (2)2X10 (5)2X10 Q EXTERIOR OF ALL FOUNDATION WALLS TO BE TYPICAL EXTERIOR WALL CON5TRUGTION: ° 5/8" EXTERIOR GRADE PLYWOOD 5HEATHING (TYPICAL). UP TO 10'-0" (2)2X12 (3)2X12 DAMPPROOFED,FULL HEIGHT STARTIING AT A POINT 1/2" ° ROOF RAFTERS (SIZE AND SPACING AS INDICATED IN AT ALL AREAS WERE CEILING JOISTS RUN PERPENDICULAR TO ROOF RAFTERS; PROVIDE "STRONG-BACK" } ° EXTERIOR 51DING TO MATCH EXISTING -FINAL MATERIAL n o a s BELOW PROPOSED FIN15H GRADE. PLANS 8 SECTIONS) NOTE: G.G. TO VERIFY ALL EXISTING COMIDITIONS CONSISTING OF (2)2X4 AT 2'-0"O.G. TYING INTO ROOF RAFTERS AND CEILING JOISTS. "STRONG-BACK' UNLE55 OTHERWISE SPECIFIED SELECTION, STYLE AND COLOR TO BE MADE BY OWNER. ° NOTE: IF SIMPSON STRONG-TIE CO.,SHEAR WALLS ARE ° FIBERGLA55 BATT INSULATION (R VALUE AS INDICATED IN FOR SUITABILITY OF PROPOSED NEW WORK. TO EXTEND MIN. V-O" IN FROM OUTSIDE WALLS. (TYPICAL FOR ENTIRE PROJECT). i� °ANY FLAT PANEL,TRIM BOARDS,WINDOW b DOOR TRIM TO SPECIFIED IN THESE DRAWINC75 THENI; REBAR 15 REQUIRED IN SECTIONS)PROVIDE AIR BAFFLES AS REWIRED TO PROVIDE (TYPICAL FOR ENTIRE PROJECT) N w K > O BE AZEK MATERIAL AND 5/8"THICK EXTERIOR GRADE MDO �" o�o�-�°N n_ TOP OF FOUNDATION WALLS FOR INSTALLATION. GENERAL PROPER VENTILATION PROVIDE SIMPSON STRONG-TIE CO. MODEL #H10 HURRICANE CLIPS AT EVERY RAFTER TO PLATE p- 3'o m o o�a o d PLYWOOD - FINAL MATERIAL SELECTION TO BE MADE BY NOTE: PROVIDE 1"X3" CRO555RID6ING IM LINES � o n o o o CONTRACTOR 15 TO COORDINATE AILL WORK AS REQUIRED ° NOTE: PROVIDE SIMPSON STRONG-TIE W. HURRICANE CONNECTION WHERE RAFTERS DO NOT ALIGN WITH STUDS (TYPICAL FOR ENTIRE PROJECT). NOTE: SEE SHEETS A-11 THROUGH A-12 FOR LOAD PATH IJ) o N w BY 51MP50N STRONG-TIE CO. SPECIFICATIONS. OWNER. 8-O' O.G. AT CENTER OF ALL SPANS OVEER 8-0 Z a o o o�, __- ° 30# BUILDING FELT(TYVEK HOUSEWRAP IF EXTERIOR SIDING CLIPS AT EVERY RAFTER TO PLATE CONNECTION. (MODEL FOR ALL J015T SPACING (TYPICAL FOR EENTIRE CONNECTIONS REQUIRED FOR ENTIRE PROJECT IV p K b s o g NUMBERS AS INDICATED IN SECTIONS AND DETAIL SHEETS PROVIDE SIMPSON STRONG-TIE CO. MODEL #H105 HURRICANE CLIPS AT EVERY RAFTER TO PLATE z J N a m°m o o U 15 TO BE VINYL SIDING) PROJECT) TYPICAL SLAB GON5TRUIGTION: ° 1/2" EXTERIOR GRADE PLYWOOD SHEATHING WITH NY5 CODE LOAD PATH DETAILS) CONNECTION WHERE RAFTERS ALIGN WITH STUDS (TYPICAL FOR ENTIRE PROJECT). ° 2X6 WOOD STUDS ® 16"O.G. NOTE:AT ALL INTERSECTIONS OF NEW AMID NOTE: GENERAL CONTRACTOR TO COORDINATE ALL SET-UP p 0 4" P.G. SLAB EXISTING CONSTRUCTION OR WHERE EXISiTING PROVIDE 51MP50N STRONG-TIE CO. MODEL #H6 UPLIFT CONNECTOR AT EVERY TOP PLATE TO WALL STUD WORK REQUIRED FOR SHEARWALL INSTALLATIONS (WHEN z w o o _P_ ° R-21 FIBERGLASS GATT INSULATION CONNECTION AT EXTERIOR OF WALL WHERE RAFTERS DO NOT ALIGN WITH STUDS (TYPICAL FOR ENTIRE REQUIRED)PRIOR TO COMMENCING WITH ANY WORK FOR o D bXb 10-10 W.W.M. CONSTRUCTION 15 TO BE REMOVED TO ��G f l. N ° 1/2"GYP. BD. WALL FINISH rL g o =w s ° 6 MIL MINIMUM POLYETHELENE VAPIOR BARRIER ACCOMMODATE NEW CONSTRUCTION; PATCH ALL PROJECT). PROJECT W �N o�°g �P w� ° 4" COMPACTED GRAVEL BASE z w- °NOTE: OMIT VAPOR BARRIER INSIULATION AT EXTERIOR ADJACENT SURFACES A5 REQUIRED TO M4AtGH EXISTING, WEAVE NEW MATERIALS INTO E`.X15TING > w STUD TO BOTTOM PLATE CONNECTION; O P 2 o p o SLABS WHERE APPLICABLE FOR SEAMLESS TRHAN51TIONS # NOTE: ULE55 OTHERWISE INDICATED;AT ALL NEW AREAS AND Z Z OPTION #1. 1 1/4"X 16 GAGE STRAP (SIMPSON STRONG-TIE MODEL 0516)WITH MINIMUM 12" BEARING ON g o t (TYPICAL FOR ENTIRE PROJECT) WHERE 5096 OR MORE OF THE EXISTING FLOOR SPACE OF A � _0 �,�o •�w o�� EACH STUD AND MINIMUM 4-5d NAILS AT EACH STUD d SILL CONNECTION AND WRAPPED UNDER SILL HABITABLE SPACE 15 BEING RENOVATED G.G. 15 TO PROVIDE f- o OPTION #2. (U SIMPSON STRONG TIE CO. MODEL# T5P STUD PLATE TIE AT EVERY STUD TO PLATE INSULATION WITH 'R'VALUES A5 FOLLOWS _ o o o N _ o UNLESS OTHERWISE INDICATED, ALLL NEW WINDOWS B DOORS CONNECTION (TYPICAL FOR ENTIRE PROJECT) �a 9 t o G o ° AT EXTERIOR WALLS R-13 (MINIMUM) N u 2 o=o a FOR PROJECT TO BE ANDERSEN 4400 SERIES NINDOW5 d PROVIDE SIMPSON FRAMING PLATES MODEL# A35F 0 16" O.G.AT SILL PLATES AND PROVIDE SIMP50N ° AT FLOORS OVER UNCONDITIONED SPACE R-21 (MINIMUM) z o o DOORS WITH HIGH PERFORMANCE: LOW-E GLA55.ADDITIONALLY, (V z ALL WINDOWS AND GLASS DOORS5 SHALL MEET THE STRONG TIE MODEL# LTP4 TIE PLATES AT EVERY RIM JOIST TO BOTTOM PLATE CONNECTION AT 16"O.G. °AT GEILING5 UNDER UNCONDITIONED SPACE R-21 (MINIMUM) REQUIREMENTS OF THE LARGE M155SLE TEST OF ASTM E 1886 OR MINIMUM (TYPICAL FOR ENTIRE PROJECT). O THE CONTRACTOR SHALL PROVID?E PRE-GUT 1/2"PLYWOOD NOTE: G.G. TO COORDINATE WITH OWNER IF RENOVATION IS PANELS TO COVER THE GLAZED OPENINGS 8 SHALL PRE DRILL BOTTOM PLATE TO FOUNDATION CONNECTION (UNLESS OTHERWISE SPECIFIED); PROVIDE 5/6" m X 15" TO INCORPORATE CENTRAL AIR CONDITIONING. G.G. AND/OR EDGE5 AT 12"O.G. TO ACCEPT 2-1,/2" #8 WOOD 5CREW8 AND LONG ANCHOR BOLTS SPACED A5 PER WFGM TABLES 3.2A R 3.215 AND 6" MINIMUM FROM EACH CORNER, HVAG CONTRACTOR ARE TO CALCULATE ALL REQUIREMENT5 PROVIDE ADEQUATE NUMBER OF SCREW5 FOR FASTENING IN MINIMUM T' EMBEDMENT. PROVIDE SIMPSON STRONG-TIE CO.MODEL# LBP55/8 BEARING PLATE AT EACH FOR AND 51ZE ALL EQUIPMENT AS REQUIRED. N ACCORDANCE TO TABLE R301.2.1.:2 OF NY5 RESIDENTIAL CODE. ANCHOR BOLT. TABLES 3.2A 8 3.25 MAY BE FOUND AT OTHER SHEETS IN THESE DRAWIN65. (TYPICAL FOR Z ENTIRE PROJECT) _ ^ re, ALL STRUCTURAL COMPONENTS COMPOSED OF v .- cn MULTIPLE MICROLAM MEMBERS THROUGHOUT PROJECT ARE to TO BE ASSEMBLED IN STRICT CONFORMANCE TO MIGROLAM v MANUFACTURER'S SPECIFICATIONS AND UTILIZING ALL tu TENSION STRAP - 5IMP50N STRONG-TIE W.C516 AT EVERY RAFTER TO FASTENERS AS SPECIFIED BY MANUFACTURER. REFER TO RIDGE CONECTION, 52" LONG MINIMUM (16"BEARING ON EACH RAFTER) (12" NOTE; LINE OF NEW RAFTER BEAM WITHIN ROOF STRUCTURE BEYOND TRUSS JOIST MACMILLAN REFERENCE STANDARDS. MEMBERS O.G.)WITH MINIMUM (4) 8d NAILS IN EACH END. (TYPICAL FOR ENTIRE (BEAM #61 - (2) 1 5/4" X 9 1/4" MICROLLAM W/(1)3/4"STEEL PLATE). ARE TO BE A95EBLED AS FOLLOWS; PROJECT) RAFTER BEAM TERMINJATES AT EXISTING RIDGE AT EXISTING ROOF �--- BEYOND. ° MEMBERS COMPOSED OF 2 PIECES OF MICROLLAM - 3 ROWS u- MODEL X-5 RIDGE VENT APPROVED FOR HIGH WIND APPLICATION AS PROVIDE 2X8 FALSE RAFTERS 12d (0.148"X 3.25")COMMON WIRE AT 12" O.G. �- MANUFACTURED BY 'COR-A-VENT'OR APPROVED EQUAL(TYPICAL) 16" O.G. AT THIS AREA FOR ° MEMBERS COMPOSED OF 3 PIECES OF MICROLLAM -2 ROWS Lu 0 CATHEDRAL CEILING. (SEE SECOND 1/2" BOLTS AT 12" O.G.THROUGHBOLTED. FLOOR PLAN FOR LOCATIONS). ° MEMBERS COMPOSED OF 4 PIECES OF MICROLLAM -2 MAINTAIN 1" CLEAR AIR SPACE ABOVE INSULATION AT ALL ROOF ROWS 1/2" BOLTS AT 12" O.G. THROUGHBOLTED. tU (2)2X12 RIDGE 2X10 R.R. ® 16"O.G. AREAS. PROVIDE BAFFLES AS REQUIRED (TYPICAL FOR ENTIRE ■ ` 2X10 R.R. ® 16"O.G. 2X8 G.J. 0 16" O.G. PROJECT). REFFER TO MICROLLAM MANUFACTURER'S SPECIFICATION PUBLICATION NUMBER 2020 FOR BOLT, WASHER, MATERIAL (y Q 2X8 G.J. 16"O.G. PROVIDE SIMPSON STRONG-TIE CO. MODEL#H1O HURRICANE CLIPS SPECIFICATIONS AND ALL INFORMATION REGARDING AT EVERY RAFTER TO PLATE CONNECTION WHERE RAFTERS DO ASSEMBLY OF MICROLLAM HEADER 8 STRUCTURAL < N 12 NOT ALIGN WITH STUDS (TYPICAL FOR ENTIRE PROJECT). COMPONENTS. m REMOVE PORTION OF ROOF AND STRUCTURE OVER ATTIC —)5 NOTE: PROVIDE SIMP50N STRONG-TIE CO.MODEL #H105 NOTE: ALL STRUCTURAL STEEL THROUGHOUT PROJECT TO BE EXISTING PORTIONS AT FRONT OF RESIDENCE AS HURRICANE CLIPS AT EVERY RAFTER TO PLATE CONNECTION WHERE ASTM A992/A572-50 GRADE STEEL WITH YIELD STRENGTH OF 50 v INDICATED ON PLANS A5 REQUIRED FOR NEW RAFTERS ALIGN WITH STUDS (TYPICAL FOR ENTIRE PROJECT). K51' O ADDITIONS AND ALTERATIONS. x ATTIC, PROVIDE SIMP50N 5TRONG-TIE CO. MODEL#H6 UPLIFT NOTE5: 21 CONNECTOR AT EVERY TOP PLATE TO WALL STUD CONNECTION AT R=� EXTERIOR OF WALL WHERE RAFTERS DO NOT ALIGN WITH STUDS ° ALL GLAZING WITHIN 15" OF FINISHED FLOOR SURFACES OR IN Lu (TYPICAL FOR ENTIRE PROJECT). HAZARDOUS LOCATIONS AS INDICATED BY NY5 CODE PART R308.4 SHALL l n R=30 BE SAFETY GLAS5 IN CONFORMANCE TO NY5 CODE PART R305 AND v TOP OF PLATE (AT ADDITION) SHALL BE INSTALLED IN CONFORMANCE TO PROVISIONS OF SUCH CODE. CONT. (2) 1 3/4"X 14" PROV R= ° TRIPLE ALL RAFTERS, HEADERS 4 TRIMMERS AROUND ALL SKYLIGHTS — ——�- — ® 16" G. 5 E IR MICROLLAM HDR. TO AND ALL ROOF OPENINGS, UNLESS OTHERWISE SPECIFIED. NOTE: FOR TRAY LING. CLARITY, TRIPLE RAFTERS a TRIMMERS ARE NOT 5HOWN IN DRAWIINGS. TOP OF PLATE i i SUPPORT ROOF OVERHANG, EAVE 8 TRIM DETAILS TO BE SIMILAR TO EXISTING ° DETAILS ON HOUSE. PROVIDE SOFFIT VENTS AT ALL SOFFITS. UNLESS OTHERWI5E INDICATED, DOUBLE ALL JOISTS AROUND CONT. W 1 3/4" 8" MINIMUM VENTING TO BE EQUAL TO CONTINUOUS 1" SCREENED OPENINGS, UNDER PARTITIONS RUNNING PARALLEL TO JOISTS, UNDER MICR LAM HD O 5UPP Q ALUMINUM SOFFIT VENT(TYPICAL). BATHTUBS, AND AS SHOWN OR REQUIRED. R'21 \� \ ROOF p 4 PROVIDE ACCESS PANEL(5) FOR ATTIC ACCESS. CONTRACTOR TO11 Oil PROVIDE FLOOR TO FLOOR CONNECTION:SIMFSON STRONG TIE ° COORDINATE LOCATION(5) WITH OWNER. PROVIDE PULL-DOWN STAIR IF N BE OM CO. MODEL C520 STRAPPING AT 16" O.G. (AT EVERY STUD TO RIM REQUESTED BY OWNER. NOTE; NEW FIN. SECOND FLOOR AT ADDITION �� DOUR 2X8 FL JOIST TO STUD)WITH MINIMUM OF (5)Sd NAILS IN FAGH END. ° PROVIDE G.F.G.I. OUTLETS AT ALL BATH COUNTERS, KITCHEN COUNTERS J015T 16' O.G (TYPICAL FOR ENTIRE PROJECT). Ir +' (BEYOND) TO BE ONE STEP HIGHER (APPROX. '7 12 � � AND ALL OTHER AREAS A5 REQUIRED BY CODE. 1/4")THAN EXISTING FIN. SECOND FLOOR. PER NY5 5t EXISTING I— BALCONYDOUBLE 2X8 FLOOR �\ �� THE EXISTING MECHANICAL SYSTEM SHALL BE UPGRADED, IF REQUIRED, F CODE PART R311.5.3.1 NOT TO EXCEED 6 1/4". JOISTS 0 16"O.G. �� TOP OF PLATE AT EXISTING MAIN ROOF TO AGCOMODATE THE NEW HEATING AND VENTILATION LOADS REQUIRED I\r FIN. SECOND FL. (AT ADDITION) BY THE NEW ADDITIONS.A LICENSED MECHANICAL HVAG CONTRACTOR 15 LU FIN. SECOND FL._ TOP OF PLATE (AT ADDITION)LLITO THOROUGHLY ANALYZE EXISTING MECHANICAL SYSTEM AND Z (V TOP OF PLATE DETERMINE SUITABILITY FOR ITS INTENDED USE AND ADVISE IF Q W LJ REPLACEMENT, OR UPGRADING, 15 REQUIRE:D -PRIOR TO u- Q r- r�ENT I H GI - COMMENCEMENT OF ANY WORK. ALL MECHANICAL WORK SHALL BE Z 10 2 ENV E�IDERTro P LINE OF HEADER BEYOND TO SUPPORT p 10 W EXISTING ASSUMED 2X8 F.J. ® 16"O.G. (V.I.F.) NR GR�H ER �7�T BLV WITH 3/4' S PLATE Z INSTALLED IN ACCORDANCE WITH CHAPTERS 12-24 OF THE RESIDENTIAL pNE�t^I FLOOR. THI5 HEADER TO BE Az 9/ " t/4^LV4 w�(1)1 (B R ER #55 CODE OF NEW YORK STATE. Q z 5TE LIF{LA (BE EAV 4-1) DROP HEADER PLACED AT SAME LEVEL +' ° MECHANICAL EQUIPMENT; MECHANICAL EQUIPMENT 15 TO BE INSTALLED � ul Z � U1 I I I I AS EXISTING 2nd FLOOR DECK. HEADER I �- �� z O TO TIE INTO FLOOR STRUCTURE AT y, T IN STRICT CONFORMANCE TO MANUFACTURER'S SPEGIFIGATIONS. PROVIDE Qp O 111 V I in i- FRESH AIR INLET AND ALL COMPONENTS A5 PER MANUFACTURER. ilJ +� GONV T E ISTI G ED O EXISTING 2nd FL. BALCONY. CONTRACTOR 15 TO VERIFY PROP05M INSTALLATION OF ALL EW HOME dFFI GREAT RM. R NEW KITCHEN R_2t 17- COMPONENTS WITH PRODUCT MANUFACTURER(5)TO INSURE THAT Q :3 < r ( I I I INSTALLATION MEETS MANUFACTURER'S SPECIFICATIONS AND THAT � 0 m < RESULTING INSTALLATION WILL OPERATE SAFELY. !L Lu 0 FIN. FIRST FL. R=2s FIN. FIRST FL. ° ALL RAILING5 4 STEPS TO MEET NY5 STATE CODE PARTS R311.5,, AND 3: TOP OF PLATE TOP OF PLATE 13ALL OTHER APPLICABLE PARTS OF NY5 CODE. r.DOUBLE 2X8 F.J. 16"O.G. °ALL CONSTRUCTION SYSTEMS FOR RESIDENCE ARE TO BE INSTALLED Z ® EXISTING A55UMW 2X8 F.J. m 16"O.G. (V.I.F.) �:. AND CONSTRUCTED IN STRICT ACCORDANCE TO ALL MANUFACTURER'S >,• SPECIFICATIONS. ANY ITEMS INDICATED HEREIN WHICH CONFLICT WITH , (2)2 X 6 PRESSURE TREATED SILL WITH SILL SEALER 8 TERMITE \b z ?;; MANUFACTURER'S SPECIFICATIONS ARE TO BE BOUGHT TO ARGHITIECT'S EXISTING FOUND./FTG. -CONTRACTOR TO VERIFY EXISTING FOUND./FTG. - NTRAGTOR TO FV,( SHIELD (TYPICAL) ATTENTION PRIOR TO COMMENCING ANY WORK. ALL EXISTING CONDITIONS (TYPICAL) VERIFY ALL EXISTING NDITIONS (TYPICAL) NEW CELLAR AREA UNLESS OTHERIN15E INDICATED, ALL DECKING LUMBER, TRELLISE! CELLAR rtt E 1 LUMBER AND ALL OTHER LUMBER EXPOSED TO EXTERIOR CONDIT'ION5 TO mr :f TBE PRE55URE TREATED LUMBER, TREATED WITH PRESERVATIVE THAT 15 NON CORROSIVE TO METALS AND ARSENIC-FREE. rq; ° PROVIDE ALUMINUM GUTTERS $ LEADERS THROUGHOUT PROJECT. } CONNECT LEADERS TO DRYWELLS IF REQUIRED BY BUILDING FIN. BASEMENT SLAB '�' \ FIN. BASEMENT SLAB DEPARTMENT (TYPICAL) 6UTTER5 d LEADERS ARE NOT SHOWN ON ELEVATIONS FOR CLARITY. ° PROVIDE COPPER FLASHING AT ALL ROOF INTERSECTIONS AND AT ALL L / ROOF PENETRATIONS. (TYPICAL FOR ENTIRE PROJECT)NOTE: FLASHING PROVIDE NEW 3 1/2" d)S.W. STEEL COLUMNS BELOW \ • NOT SHOWN ON ELEVATIONS FOR CLARITY. - BEARING POINTS FROM ABOVE.5AN GUT EXISTING STUD TO BOTTOM PLATE CONNECTION; ° PROVIDE STEPPED COPPER FLASHING AT ALL ROOF AND BRICK WALL 7- CELLAR SLAB, PROVIDE NEW 2-0" X 2-0"X 1'-6" NOTE:AT INTERSECTION OF NEW FLOOR JOISTS d EXISTING HOUSE; OPTION #1. 1 1/4"X 16 GAGE STRAP (SIMPSON STRONG-TIE MODEL# INTERSECTIONS. (TYPICAL FOR ENTIRE PROJECT)NOTE: FLASHING NOT 0 DEEP P.G. FOOTINGS. TOP OF FOOTINGS TO BE PROVIDE 2X8 LEDGER LAG BOLTED TO EXISTING RIM J015�T WITH C516)WITH MINIMUM 12" BEARING ON EACH STUD AND MINIMUM 4-Sd 5HOWN ON ELEVATIONS FOR CLARITY. FLUSH W/TOP OF EXISTING CELLAR SLAB. (SEE TWO ROWS OF 1/2" CP X 3" LONG LAG BOLTS AT 12"O.G. NAILS AT EACH STUD d SILL CONNECTION AND WRAPPED UNDER SILL ° ALL BUTT CONNECTIONS OF STRUCTURE ARE TO BE MADE UTILIZING FOUND./CELLAR PLAN FOR GENERAL LOCATIONS. OPTION #2. (1)51MPSON STRONG TIE CO. MODEL#T5P STUD PLATE G.G. TO COORDINATE FINAL LOCATIONS A5 STAGGERED. PROVIDE J015T HANGERS (MODEL# LU525 ATI SINGLE TIE AT EVERY STUD TO PLATE CONNECTION (TYPICAL FOR ENTIRE GALVANIZED METAL SADDLE CONNECTORS (STRONGEST MODEL 2X819 AND MODEL# LUS25-2 AT DOUBLE 2XV9)BY SIMP50PN NUMBERS)AS MANUFACTURED BY SIMPSON STRONG TIE CO. PHONE: REQUIRED IN FIELD). PROJECT) a�oscrtao. STRONG-TIE CO.AT EVERY FLOOR JOIST TO LEDGER GONINEGTION. 1-800-994-5099. 2010-121 G.G. TO VERIFY CONDITION OF EXISTING RIM JOIST 4 CONFIIRM PROVIDE SIMPSON FRAMING PLATES MODEL#A35F ® 16"O.G.AT ° CONTRACTOR TO PROVIDE ALL TEMPORARY 5HORING AS REQUIRED pAM SUITABILITY FOR PROPOSED NEW WORK. EXISTING RIM JOIST MUST FOR ENTIRE PROJECT TO MAINTAIN STRUCTURAL STABILITY OF ENTIRE 12-21-11 STINE BE IN PRI CONDITION WITH NO SIGNS OF ROT,DECAY iOR ANY SILL PLATES AND PROVIDE SIMPSON STRONG TIE MODEL#LTP4 TIE OTHER 9TINENGY. (TYPICAL FOR ENTIRE PROJECT). PLATES AT EVERY RIM J015T TO BOTTOM PLATE CONNECTION AT PROJECT THROUGHOUTCALE:CONSTRUCTION PROCESS. S ' 16' O.G. MINIMUM (TYPICAL FOR ENTIRE PROJECT). ° PROVIDE EXHAUST FANS VENTING TO OUTSIDE AIR AT BATHROOMS d AS NOTED POWDER ROOMS AS PER NYS CODE PART R303.3 AND ALL OTHER �` BOTTOM PLATE TO FOUNDATION CONNECTION (UNLESS OTHERWI5E APPLICABLE PARTS OF NY5 CODE. KRH/TAG c445c4cW BY. SPECIFIED); PROVIDE 5/5" d>X 15" LONG ANCHOR BOLTS SPACED 5 ° PROVIDE ELECTRIC, INTERCONNECTED SMOKE DETECTION ALARMS AT PAS CTION AS PER WFGM TABLES 3.2A B 3.215 AND 6" MINIMUM FROM EACH ALL SLEEPING AREAS AND AT ALL ADJACENT SPACES AND AT ALL APPRO✓ED: 15 CORNER, MINIMUM T' EMBEDMENT. PROVIDE SIMPSON STRONG-TIE LEVELS OF RESIDENCE AS PER NY5 CODE PARTS R313,AJ102.3 AND THE FAG CO. MODEL # LBP55/8 BEARING PLATE AT EACH ANCHOR BOLT. HOUSEHOLD FIRE ARNING EQUIPMENT PROVISIONS OF NFPA-12 (TYPICAL)' ' r vltµ�+bxo. W 1/411 11-011 TABLES 3.2A 3 3.215 MAY BE FOUND AT OTHER SHEETS IN THESE ° PROVIDE CARBON MONOXIDE DETECTORS AT ALL LEVELS AND IN ALLx , r" DRAWINGS. (TYPICAL FOR ENTIRE PROJECT) ' SPACES AS REQUIRED TO PROVIDE DETECTION AND ALARM COVERAGE,' FOR ENTIRE RESIDENCE AS REQUIRED BY NY5 CODE PART 513 AND 9 a ?t LOCAL CODES. 7s, •4• f A�° sr a WINDOW 4 DOOR NOTES: NOS" °ALL CONSTRUCTION SYSTEMS FOR RESIDENCE ARE TO BE ° MAINTAIN 1" CLEAR AIR SPACE ABOVE INSULATION AT ALL ROOF 1. UNLESS OTHERWISE NOTED; ALL WINDOWS AND DOORS TO BE ANDERSEN WINDOWS 4 DOORS, 400 INSTALLED AND CONSTRUCTED IN STRICT ACCORDANCE TO ALL AREAS. PROVIDE BAFFLES A5 REQUIRED (TYPICAL FOR ENTIRE WINDOW / DOOR - HEADER 5CHEDULE SERIES WINDOWS 4 DOORS WITH HIGH PERFORMANCE LOW-E GLASS. MANUF ACTURER'5 SPECIFICATIONS. ANY ITEMS INDICATED HEREIN PROJECT). WHICH CONFLICT WITH MANUFACTURER'S SPECIFICATIONS ARE TO BE . 2. WINDOW OPERATION (HINGING)AS VIEWED FROM EXTERIOR. BOUGHT TO ARGHITECT'5 ATTENTION PRIOR TO COMMENCING ANY ° OVERHANG, EAVE 4 TRIM DETAILS TO BE SIMILAR TO EXISTING HEADER HEADER WORK.. DETAILS ON HOUSE. PROVIDE SOFFIT VENTS AT ALL SOFFITS. MINIMUM OPENING WIDTH (FOR 4" WALLS) (FOR 6" WALLS) 3. TOTAL WINDOW AND DOOR ORDER TO BE COORDINATED BY OWNER 4 CONTRACTOR.TH15 SHALL °UNLE155 OTHERWI5E SPECIFIED, ALL DECKING LUMBER,TRELLIS VENTING TO BE EQUAL TO CONTINUOUS 1" SCREENED ALUMINUM SOFFIT LL RE1/1510N5 INCLUDE ALL ASPECTS OF WINDOW ORDER, INCLUDING BUT NOT LIMITED TO;SIZES, STYLES, OPERATION, LUMBER AND ALL OTHER LUMBER EXPOSED TO EXTERIOR CONDITIONS VENT (TYPICAL). UP TO 5'-0" (2)2X8 (5)2X8 GRILL OPTIONS, SCREENS, CLADDING, GLAZING OPTIONS,JAMB SIZES 4 CONFIGURATION5,CUSTOM OR IN iCONTAGT WITH CONCRETE TO BE LUMBER TREATED WITH - � MILLING (RA15ED PANELS, ETC.). AR5EN11G FREE PRESERVATIVE. ALL HARDWARE TO BE STAINLESS NOTE: G.G. TO VERIFY ALL EXISTING CONDITIONS FOR SUITABILITY OF UP TO 6'-0" (2)2X8 (5)2X8 0 W STEEL AND/OR HOT DIP GALVANIZED. PROP05ED NEW WORK. (TYPICAL FOR ENTIRE PROJECT) C w 4. PRIOR TO SIGNING OFF ON FINAL DOOR AND WINDOW ORDER -DOOR AND WINDOW MANUFACTURER 15 UP TO 8'-O" (2)2X10 (3)2X10 } t o�_F m zt ° PROVIDE ALUMINUM GUTTERS 4 LEADERS THROUGHOUT PROJECT. °NOTE: PROVIDE 1"X3"CRO55BRIDGING IN LINES 8'-0" O.G. AT H =Mizbunmv�?-19>_ PROVIDE OWNER A CERTIFICATE CERTIFYING THAT ALL WINDOWS AND DOORS MEET OR EXCEED AL CONNECT LEADERS TO DRYWELL5 AS REQUIRED BY BUILDING CENTER OF ALL SPANS OVER 8'-0" FOR ALL JOIST SPACING (TYPICAL UP TO 10'-0" ~ °APPLICABLE CODES WITH RESPECT TO EGRE55, NATURAL LIGHT,VENTILATION, WEATHER PERFORMANCE, (2)2X12 (3)2X12 13 � a DEPARTMENT(TYPICAL) GUTTERS 4 LEADERS ARE NOT SHOWN ON FOR ENTIRE PROJECT) ETC. ELEVATIONS FOR CLARITY. ° NOTE: AT ALL INTERSECTIONS OF NEW AND EXISTING CONSTRUCTION UNLE55 OTHERWISE 5PEGIFIED 2 °° 5. WINDOW5 AND DOORS TO BE INSTALLED IN STRICT CONFORMANCE TO MANUFACTURER'S ° PROWIDE COPPER FLASHING AT ALL ROOF INTERSECTIONS AND A7 OR WHERE EXISTING CONSTRUCTION IS TO BE REMOVED TO Q' ~o o s is H.-Hi o H SPECIFICATIONS ALL ROOOF PENETRATIONS. (TYPICAL FOR ENTIRE PROJECT)NOTE: ACCOMMODATE NEW CONSTRUCTION- PATCH ALL ADJACENT 0 3 His o FLA5HIIN6 NOT SHOWN ON ELEVATIONS FOR CLARITY. SURFACES AS REQUIRED TO MATCH it,X15TING WEAVE NEW MATERIALS Z � 8��}'a o"=o 6. CONTRACTOR 15 TO COORDINATE ALL WINDOW PLACEMENTS IN FIELD INCLUDING WINDOW HEAD 4 SILL INTO EXISTING WHERE APPLICABLE FOR 5E44LESS TRANSITIONS !W w " o o a 2 0 HEIGHTS. WINDOW5 WHICH SHALL SERVE A5 MEANS OF EGRE55 SHALL BE SIZED 4 INSTALLED IN ° PROWIDE STEPPED COPPER FLASHING AT ALL ROOF AND BRICK (TYPICAL FOR ENTIRE PROJECT) _ (� CONFORMANCE TO N.Y.S. CODE SECTION R310. WALL IIINTERSEGTION5. (TYPICAL FOR ENTIRE PROJECT)NOTE: NOTE: SEE SHEETS A-11 THROUGH A-12 FOR LOAD PATH Z _J =_ Q F o k FLA5HIING NOT SHOWN ON ELEVATIONS FOR CLARITY. CONNECTIONS REQUIRED FOR ENTIRE PROJECT -� ' k �z o F)z s V 1. DOOR OPERATION (HINGING)A5 PER ANDERSEN NOMENCLATURE. U < ��w o w�� °ALL ff3UTT CONNECTIONS OF STRUCTURE ARE TO BE MADE UTILIZING F- � � b. CONTRACTOR TO OBTAIN ROUGH OPENING DIMENSIONS FROM WINDOW MANUFACTURER. GALVANIZED METAL SADDLE CONNECTORS (5TRONGE5T MODEL NUMBERS)A5 MANUFACTURED BY 51MP50N 5TRONG TIE CO. PHONE: NOTE: GENERAL CONTRACTOR TO COORDINATE ALL SET-UP v to R 9. CONTRACTOR TO COORDINATE WINDOW 4 DOOR JAMB SIZES WITH WINDOW MANUFACTURER. 1-800-9CI9-50ci9. W WORK REQUIRED FOR SHEARALL INSTALLATIONS (WHEN lLl � "= o �0 _° 10. GLAZING WITHIN 18" OF FINISHED FLOOR SURFACES OR IN HAZARDOUS LOCATIONS AS INDICATED BY °GONTfRAGTOR TO PROVIDE ALL TEMPORARY SHORING AS REQUIRED REQUIRED)PRIOR TO COMMENCING WITH ANY WORK FOR Q" Z G 0 8 M FOR ECNTIRE PROJECT TO MAINTAIN STRUCTURAL STABILITYegu 71 NY5 GODS PART R308.4 SHALL BE SAFETY 6LA55 IN CONFORMANCE TO NY5 GODS PART R308 AND OF ENTIRE PROJECT N o W 2 8 SHALL BE INSTALLED IN CONFORMANCE TO PROVISIONS OF SUCH CODE. PROJECT THROUGHOUT CONSTRUCTION PROCESS. z z �o� ° UNLE'55 OTHERWISE INDICATED DOUBLE ALL J015T5 AROUND o °o 11. ALL WINDOWS 4 DOORS TO BE INSULATING GLASS, LOW E WITH ARGON. OPENIIN69, UNDER PARTITIONS DUNNING PARALLEL TO JOISTS, UNDER NOTE: ULE55 OTHERWISE INDICATED; AT ALL NEW AREAS AND ~ o= " W BATHTNBS, AND A5 SHOWN OR REQUIRED (TYPICAL FOR ENTIRE V W�o v ;�H WHERE 50% OR MORE OF THE EXISTING FLOOR SPACE OF A PROJECT). 12. MAXIMUM U RATING FOR WINDOWS TO BE 0.33 HABITABLE SPACE 15 BEING RENOVATED G.G. 15 TO PROVIDE o z o INSULATION WITH 'R'VALUE5 A5 FOLLOW5; _ 4 W°AT EXTERIOR ALLS R-13 (MINIMUM) (V Z G o w N ry s �uz§ ° AT FLOORS OVER UNCONDITIONED SPACE R-21 (MINIMUM) °AT CEILINGS UNDER UNCONDITIONED SPACE R-21 (MINIMUM) NOTE: G.G. TO COORDINATE WITH OWNER IF RENOVATION 15 O TO INCORPORATE CENTRAL AIR CONDITIONING.G.G.AND/OR HVAG CONTRACTOR ARE TO CALCULATE ALL REQUIREMENTS FOR AND 51ZE ALL EQUIPMENT A5 REQUIRED. cV Z r V m w %Z Lu ARCHITECTURAL STYLE ASPHALT ROOF SHINGLES- NOTE: DIMENSIONS INDICATED FOR CUSTOM FLEXIFRAME UNEQUAL LEG .4 COLOR AND STYLE A5 SELECTED BY OWNER (TYPICAL) TRAPEZOID UNITS ARE SOLELY PROVIDED FOR GENERAL GUIDANCE. . 1 US NOTE: PROVIDE NEW ROOF AT ENTIRE RESIDENCE. CONTRACTOR 15 RESPONSIBLE FOR ENTIRE ASPECT OF WINDOW ,) n- CONTRACTOR TO COORDINATE WITH OWNER. G.G. 15 ORDER. CONTRACTOR 15 TO CALCULATE UNIT DIMENSIONS IN FIELD tu u j TO VERIFY ALL EXI5TING CONDITIONS 4 INSTALL NEW USING SHOULDER HEIGHT(5)SHOWN, WIDTH OF WINDOW UNITS BELOW, ROOF 50 THAT ALL ROOF COMPONENTS MEET ALL SUPPORT MULLION WIDTH (IF ANY)SEPARATING WINDOW5 BELOW AND MANUFACTURER'S SPECIFICATIONS. (TYPICAL) ANGLE5 5HOWN. (TYPICAL) ll_l MODEL X-5 RIDGE VENT APPROVED FOR HIGH WIND MAINTAIN 1" CLEAR AIR SPACE ABOVE INSULATION AT 4 Q APPLICATION A5 MANUFACTURED BY'COR-A-VENT'OR ALL ROOF AREAS. PROVIDE BAFFLES A5 REQUIRED APPROVED EQUAL (TYPICAL) (TYPICAL FOR ENTIRE PROJECT). < N 12 F- m OVERHANG, EAVE 4 TRIM DETAILS TO BE SIMILAR TO - —�5 SIDING TO MATCH EXISTING. WEAVE NEW SIDING INTO ' Lu EXISTING DETAILS ON HOUSE. PROVIDE SOFFIT VENTS EXISTING WHERE NEW CONSTRUCTION MEETS EXISTING AT ALL SOFFITS. MINIMUM VENTING TO BE EQUAL TO TO FORM A SEAMLESS MATCH 4 TRANSITION. (TYPICAL z CONTINUOUS 1" SCREENED ALUMINUM SOFFIT VENT FOR ENTIRE PROJECT) < Q z (TYPICAL). v OVERHANG, EAVE 4 TRIM DETAILS TO BE SIMILAR TO LINE OF EXISTING MAIN ROOF AT RE51DENCE (TYPICAL). EXISTING DETAILS ON HOUSE. PROVIDE SOFFIT VENTS REMOVE PORTION OF ROOF AND STRUCTURE OVER AT ALL SOFFITS. MINIMUM VENTING TO BE EQUAL TO EXISTING PORTIONS AT FRONT OF RESIDENCE AS EXIFRAM CONTINUOUS 1" SCREENED ALUMINUM SOFFIT VENT l n INDICATED ON PLANS A5 REQUIRED FOR NEW I. IT ;p (TYPICAL). V ADDITIONS AND ALTERATIONS. ' TOP OF PLATE NOTE: MINIMUM OF (2) FULL LENGTH 5TUD5 15 �Id GfW14 CXW14 I IEl 1 REQUIRED AT EACH HOLDOWN. (TYPICAL)G.G. TO �y ISTIN \ I I COORDINATE ALL WORK A5 REQUIRED. Q 7: z I I v lu w u� I SHEAR WALL SIMPSON HOLDOWN MODEL# HDU2-5D52.5 X +� 12 iv - I 5/6" d)THREADED ROD5(2)51MF50N HOLDOWN5 z r 9 5t EXf5TING MODEL# HDU2-5D52.5 WITH 5/5" THREADED ROD —EXIST. TOP OF PLATE AT MAIN ROOF m W _ FIN. SECOND FLOOR AT NEW ADDITION 8 FIN. SECOND FL. - - - _ - - - - - - �� J —TOP OF PLATE AT NEW ADDITION = z TOP OF PLATE - - - - - - - _- - - - - - - - - - - - - - - - - - - - - - - - - - - - - O _ I I 4 = � NOTE: MINIMUt` STUDS 15 REQ Z W v } m I 81 81 EXIST. 15T FL. _z (TYPICAL)G.G _ 15TIN 15TIN I r I I ORNAt4ENTrALI w CLG. HEIGHT WORK A5 REC 51MPSON HOLDOINN * p Q 8R I II ROOFBRAC��NIIN / \ / \ MODEL# HDU2-5D52.5 Z W = _ � (TYPICAL) =4 i z t�i I I I I 51MPSON HOLDOWN U V r- W W MODEL# HDU4-5D52.5 -_l WITH 5/8" (P THREADED ROD, COUPLER NUT, �l z O V [(� t<- AND 51MP50N ANCHOR BOLT MODEL#55TB16L W FIN. FIRST FL. , — • — . — . — - -- - - - - - — . — • FIN. FIRST FL, T_ TOP OF PLATE - - - ---- TOP OF PLATE r � - — . � �_. -1- — — — o T G I 55MT. _g I i i ji-l- - - - I m� - - - - - - - - - - - - - - - - - - - - - - +' FIN. GRADE J _ m _ _ _ _ _ _ _ / - - - - - - - - - - - - . TL - - - FIN. GRADE r - - - - - - 1- - - - - - - - - - r --EXISTING ASSUMED P.G. I I ! I I I I ( 10 NDATIONI I I FIN. ASTSLAB , — FOUNDATION (V.I.F.) _ • - � � — , - - - . — , — FIN. BASEMENT SLAB z 4 - _ �� } NOTE: AT ALL INTER5ECTION5 OF NEW AND EXI5TING W CONSTRUCTION OR WHERE EXISTING CONSTRUCTION 15 TO BE REMOVED TO ACCOMMODATE NEW G.G. TO COORDINATE RISER HEIGHTS 4 STEPS AT DOUBLE 2X6 GIRDER -ONE AT EACH SIDE OF O CONSTRUCTION; PATCH ALL ADJACENT SURFACES A5 DECK A5 REQUIRED BY SITE CONDITIONS, 4X4 P05T ATTACHED WITH 51MP50N REQUIRED TO MATCH EXISTING, WEAVE NEW MATERIALS PROVIDE RAILINGS A5 REQUIRED.STEPS AND STRONG-TIE CO. MODEL#DJT14Z DECK JOIST (Y INTO EXISTING WHERE APPLICABLE FOR 5EAMLES5 RAILIN05 TO CONFORM TO NY5 CODE PARTS TIES ON 12" m P.G. PIERS V-0" (MIN.)BELOW IL TRANSITIONS (TYPICAL FOR ENTIRE PROJECT) 311.5, 512 AND ALL OTHER APPLICABLE CODE GRADE. 4X4 POST ATTACHED TO PIER WITH 51MPSON STRONG-TIE CO.MODEL# PB544AZ Try. • REQUIREMENTS (TYPICAL FOR ENTIRE PROJECT). 2010-12'7 P05T BASE ANCHOR SET INTO CONCRETE WHILE VAM STILL SOFT. (TYPICAL AT ALL DECK PIERS). 12-21-11 sates: A5 NOTED FRONT ELEVATION LINE OF (T P.G. PIERS 3'-0" (MIN.)BELOW �' GRADE. (TYPICAL) KRH/TAG PAG 1/4 1 _0 PAG vR"6 NO. NOTES: °ALL CONSTRUCTION SYSTEMS FOR PZ51DENCE ARE TO BE ° MAINTAIN 1" CLEAR AIR SPACE ABOVE INSULATION AT ALL ROOF MANUFAAGTURER'S SPEGIFIGATIONS. ANY ITEMS INDICATED HEREIN INSTALLED AND CONSTRUCTED IN STRICT ACCORDANCE ALL AREAS. PROVIDE BAFFLES AS REQUIRED (TYPICAL FOR ENTIRE WINDOW / DOOR - HEADER SCHEDULE WHICH CONFLICT W PROJECT). MANUFACTURER'S SPECIFICATIONS ARE TO BE BOUGHT TO ARCHITECT'S ATTENTION PRIOR TO COMMENCING ANY ° w WORK„ OVERHANG, EAVE 4 TRIM DETAILS TO BE 51MILAR TO EXISTING HEADER HEADER -� DETAILS ON HOUSE. PROVIDE SOFFIT VENTS AT ALL SOFFITS.MINIMUM OPENING WIDTH (FOR 4" )NALLS) (FOR 6" WALLS) O REV151ON5 ° UNLESS OTHERWI5E SPECIFIED, ALL DECKING LUMBER, TRELLIS VENTING TO BE EQUAL TO CONTINUOUS 1" SCREENED ALUMINUM SOFFIT LUMBEER AND ALL OTHER LUMBER EXF05ED TO EXTERIOR CONDITIONS VENT (TYPICAL). UP TO 5'-0" (2)2X8 (3)2X8 OR IN 4CONTACT WITH CONCRETE TO BE LUMBER TREATED WITH _Q ARSENIIC FREE PRESERVATIVE. ALL HARDWARE TO BE STAINLE55 ° NOTE: G.G. TO VERIFY ALL EXISTING CONDITIONS FOR SUITABILITY OF UP TO 61-0" (2) 2X8 (5)2X8 ° W STEEL AND/OR HOT DIP GALVANIZED. PROPOSED NEW WORK. (TYPICAL FOR ENTIRE PROJECT) f0 UP TO W-0" (2)2X10 (5)2X10 ° PRO\VIDE ALUMINUM GUTTERS 4 LEADERS THROUGHOUT PROJECT. °NOTE: PROVIDE 1"X3" CROS515RIDGING IN LINES 8'-0" O.G. AT 1_ > CONNECT LEADERS TO DRYWELL5 A5 REQUIRED BY BUILDING CENTER OF ALL SPANS OVER 8'-O" FOR ALL J015T SPACING (TYPICAL UP TO 10'-0" (2)2X12 - (3)2X12 ~ o o°� a DEPARTMENT (TYPICAL) GUTTERS 4 LEADERS ARE NOT SHOWN ON FOR ENTIRE PROJECT) O � W��5 2� ELEVATIONS FOR CLARITY. z W°o ° d ° NOTE: AT ALL INTERSECTIONS OF NEW AND EXISTING CONSTRUCTION W UNLESS OTHERWISE SPECIFIED �- 0. 2 o 0 0 PRO\VIDE COPPER FLASHING AT ALL ROOF INTERSECTIONS AND AT OR WHERE EXISTING CONSTRUCTION 15 TO BE REMOVED TO ALL ROOF PENETRATIONS. (TYPICAL FOR ENTIRE PROJECT)NOTE: ACCOMMODATE NEW CONSTRUCTION- PATCH ALL ADJACENT o 8 N FLA5HIING NOT SHOWN ON ELEVATIONS FOR CLARITY. SURFACES AS REQUIRED TO MATCH EXISTING WEAVE NEW MATERIALS z o z o s INTO EXISTING WHERE APPLICABLE FOR 51t I LE55 TRANSITIONS Iv a m o o'a 2 0 °PRO\VIDE STEPPED COPPER FLASHING AT ALL ROOF AND BRICK (TYPICAL FOR ENTIRE PROJECT) NOTE: SEE SHEETS A-11 THROUGH A-12 FOR LOAD PATH Z J 5',�' =Z Z WALL INTERSECTIONS. (TYPICAL FOR ENTIRE PROJECT)NOTE: _ 2020 z FLA5HIING NOT SHOWN ON ELEVATIONS FOR CLARITY. CONNECTIONS REQUIRED FOR ENTIRE PROJECT _ �Q s W O W K °ALL E3UTT CONNECTIONS OF STRUCTURE ARE TO BE MADE UTILIZING GALVANIZED METAL SADDLE CONNECTORS (5TRONGE5T MODEL NUMBERS)A5 MANUFACTURED BY 51MP50N 5TRONG TIE CO. PHONE: NOTE: GENERAL CONTRACTOR TO COORDINATE ALL SET-UP 1-800--ggg-5Og9. " WORK REQUIRED FOR 5HEARWALL INSTALLATIONS (WHEN W W o °CONTRACTOR TO PROVIDE ALL TEMPORARY SHORING A5 REQUIRED REQUIRED)PRIOR TO COMMENCING WITH ANY WORK FOR �' Z FOR ENTIRE PROJECT TO MAINTAIN STRUCTURAL STABILITY OF ENTIRE PROJECT THROUGHOUT CONSTRUCTION PROCESS. PROJECT s o m Z Z i 3° 0 °UNLESS OTHERWISE INDICATED DOUBLE ALL JOISTS AROUND (� O 2-m f l g°g°_ REMOVE EXISTING CHIMNEY DOWN TO FIREPLACE DAMPER (OR AS OPENIN65, UNDER PARTITIONS I0,UNNING PARALLEL TO JOISTS, UNDER -_J "°2°°q g pL�i� NOTE: ULE55 OTHERN15E INDICATED;AT ALL NEW AREAS AND �W��W O 41 u K W REQUIRED BY NEW WORK). REBUILD CHIMNEY, CORBEL CHIMNEY BATHTNBS, AND AS SHOWN OR REQUIRED (TYPICAL FOR ENTIRE v F-o o= OVER TO REAR WALL OF NEW ADDITION, EXTEND NEW CHIMNEY UP TO PROJECT). WHERE 50% OR MORE OF THE EXISTING FLOOR SPACE OF A (D ° o HABITABLE SPACE 15 BEING RENOVATED G.G. 15 TO PROVIDE REQUIRED HEIGHT. CHIMNEY SHALL EXTEND AT LEAST 3-0"ABOVE _ o THE HIGHEST POINT WHERE IT PA95ES THROUGH A ROOF OF A INSULATION WITH 'R'VALUES A5 FOLLOWS; d o o o �0 N u)_ 0 G°GW"��- BUILDING AND AT LEAST 2'-0" HIGHER THAN ANY PORTION OF A ° (V z o= z w AT EXTERIOR WALLS R-13 (MINIMUM) (V Q _ 0 0 0 M E BUILDING WITHIN A HORIZONTAL DISTANCE OF 10'-0". ° AT FLOORS OVER UNCONDITIONED SPACE R-21 (MINIMUM) V PROVIDE ALL WORK, ANCHORAGE TO BUILDING, CLEARANCES, ETC. IN ° AT CEILINGS UNDER UNCONDITIONED SPACE R-21 (MINIMUM) CONFORMANCE TO CHAPTER 10 OF NY5 GODS. O NOTE: G.G. TO COORDINATE WITH OWNER IF RENOVATION 15 NOTE: GENERAL CONTRACTOR 15 TO VERIFY CONDITION OF EXISTING TO INCORPORATE CENTRAL AIR CONDITIONING. G.G. AND/OR CHIMNEY, FIREPLACE 4 MECHANICAL EQUIPMENT AND COORDINATE HVAG CONTRACTOR ARE TO CALCULATE ALL REQUIREMENTS d3 ALL WORK 50 A5 TO MAINTAIN FUNCTIONAL REQUIREMENTS OF FOR AND SIZE ALL EQUIPMENT AS REQUIRED. N CHIMNEY, FIREPLACE 4 MECHANICAL EQUIPMENT INCLUDING, BUT NOT LIMITED TO, FRESH AIR INTAKE, ASH DUMP AND GLEAN-OUT ACCESS, 2 CHIMNEY CLEARANCES AND DISTANCES TO ROOFS 4 RIDGES, ETC. cV ALL WORK 15 TO CONFORM TO ALL APPLICABLE CODE REQUIREMENTS INCLUDING, BUT NOT LIMITED TO NY5 CODE SECTION uA .m0 G2426 (505). MAINTAIN 6" MINIMUM FROM BOTTOM OF WINDOW SILLS TO ALL ROOF SURFACES. PROVIDE WINDOW WELLS WITH COPPER ROOF IF REQUIRED. ALL SEAMS TO BE t< COMPLETELY SOLDERED. (TYPICAL) l l Z ARCHITECTURAL STYLE ASPHALT ROOF 5HIN6LES - COLOR AND STYLE AS SELECTED BY OWNER (TYPICAL) NOTE: PROVIDE NEW ROOF AT ENTIRE RESIDENCE. W Q CONTRACTOR TO COORDINATE WITH OWNER. G.G. 15 TO VERIFY ALL EXISTING CONDITIONS 4 INSTALL NEW MAINTAIN 1" CLEAR AIR SPACE ABOVE INSULATION AT ALL ROOF ROOF 50 THAT ALL ROOF COMPONENTS MEET ALL '- AREAS. PROVIDE BAFFLES AS REQUIRED (TYPICAL FOR ENTIRE MANUFACTURER'S SPECIFICATIONS. (TYPICAL) PROJECT). cV I :MODEL X-5 RIDGE VENT APPROVED FOR HIGH WIND cn SIDING TO MATCH EXISTING. WEAVE NEW SIDING INTO EXISTING WHERE APPLICATION AS MANUFACTURED BY 'COR-A-VENT'OR ■ NEW CONSTRUCTION MEETS EXI5TING TO FORM A SEAMLESS MATCH 4 12 APPROVED EQUAL (TYPICAL) a A TRANSITION. (TYPICAL FOR ENTIRE PROJECT) OVERHANG, SAVE 4 TRIM DETAILS TO BE SIMILAR TO EXISTING DETAILS O ON HOUSE. PROVIDE SOFFIT VENTS AT ALL SOFFITS.MINIMUM VENTING TO BE EQUAL TO CONTINUOUS 1" SCREENED ALUMINUM SOFFIT VENT (TYPICAL). locof EXIFRAM WL 7N2 1 _N2 1 N2 1 A 3 V * _ . — . — . — TOP OF PLATE NOTE: MINIMUM OF (2) FULL LENGTH STUDS 15 / \ 1 Lu REQUIRED AT EACH HOLDOWN. (TYPICAL)G.G. TO GX15 GX� GX15 x 0- COORDINATE ALL WORK AS REQUIRED. � / 15TI Z_ Q SIMPSON HOLDOWN MODEL# HDU2-SDS2.5 i- �I� 5/8" CP THREADED RODS (2)SIMPSON HOLDOWNSS MODEL# tr Q EXISTING TOP OF HDU2-5D52.5 WITH 5/6"'THREADED 12 IL N PLATE AT MAIN ROO ROD (IN NEW EXTERIOR,WALL 5t EXISTING O z FIN. 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BASEMENT SLAB Z } W NOTE: AT ALL INTERSECTIONS OF NEW AND EXISTING CONSTRUCTION OR WHERE EXISTING CONSTRUCTION 15 lu TO BE REMOVED TO ACCOMMODATE NEW CONSTRUCTION; PATCH ALL ADJACENT SURFACES AS REQUIRED TO MATCH EXISTING, WEAVE NEW MATERIALS INTO EXISTING WHERE APPLICABLE FOR 5EAMLE55 (� TRANSITIONS (TYPICAL FOR ENTIRE PROJECT) PRO.'TNO 2010-12? DATE: 12-21-11 scuF: A5 NOTED REAR ELEVATION DRAVN 8Y: KRH/TAG CMEG�D sr: _ 1/4 11 = 1'-0" APPROVED: PAG PAG PP-3.✓f 3 �`0 T rri 1 1 A-5 NOlfE5: °ALL CONSTRUCTION SYSTEMS FOR RESIDENCE ARE TO BE MAINTAIN 1" CLEAR AIR SPACE ABOVE INSULATION AT ALL ROOF INSIfALLED AND CONSTRUCTED IN STRICT ACCORDANCE TO ALL WINDOW / DOOR — HEADER SCHEDULE MAMUFACTURER'S SPECIFICATIONS. ANY ITEMS INDICATED HEREIN AREAS. PROVIDE BAFFLES AS REQUIRED (TYPICAL FOR ENTIRE WHICH CONFLICT WITH MANUFAGTURER'5 SPECIFICATIONS ARE TO BE PROJECT). clots BOUGHT TO ARGHITEGT'5 ATTENTION PRIOR TO COMMENCING ANY ° OVERHANG, EAVE 8 TRIM DETAILS TO BE SIMILAR TO EXISTING HEADER HEADER WORK. DETAILS ON HOUSE. PROVIDE SOFFIT VENTS AT ALL SOFFITS. MINIMUM OPENING WIDTH ° UNILE55 OTHERWI5E SPECIFIED ALL DECKING LUMBER, TRELLIS VENTING TO BE EQUAL TO CONTINUOUS 1"SCREENED ALUMINUM SOFFIT (FOR 4" WALLS) (FOR 6" WALLS) O REVISIONS LUMIBER AND ALL OTHER LUMBItR EXPOSED TO EXTERIOR CONDITIONS VENT (TYPICAL). UP TO 51-0" (2)2X8 (3)2X8 to OR IN CONTACT WITH CONCRETE TO BE LUMBER TREATED WITH Q ARSENIC FREE PRESERVATIVE. ALL HARDWARE TO BE STAINLESS ° NOTE: G.G. TO VERIFY ALL EXISTING CONDITIONS FOR SUITABILITY OF UP TO &'-0" (2)2X8 (3)2X8 p STEIEL AND/OR HOT DIP GALVANIZED. FROF05ED NEW WORK. (TYPICAL FOR ENTIRE PROJECT) m UP TO 8'-O" (2)2X10 (3)2X10 ° PROVIDE ALUMINUM 6UTTER5 d LEADERS THROUGHOUT PROJECT. NOTE: PROVIDE 1"X3" GRO55BRIDGING IN LINES 8-0 O.G. AT z N m COMNEGT LEADERS TO DRYW o= ELLS AS REQUIRED BY BUILDING CENTER OF ALL SPANS OVER 8'-0" FOR ALL JOIST SPACING (TYPICAL UP TO 10'-0" (2)2X12 (3)2X12 ~ o° 9 o DEPARTMENT(TYPICAL) GUTTER5 8 LEADERS ARE NOT SHOWN ON FOR ENTIRE PROJECT) O p =a u ELEVATIONS FOR CLARITY. Z ° p o o NOTE: AT ALL INTERSECTIONS OF NEW AND EXISTING CONSTRUCTION UNLESS OTHERWISE SPECIFIED °PROVIDE COPPER FLASHING AT ALL ROOF INTERSECTIONS AND AT OR WHERE EXISTING CONSTRUCTION 15 TO BE REMOVED TO u= ALL. ROOF PENETRATIONS. (TYPICAL FOR ENTIRE PROJECT)NOTE: ACCOMMODATE NEW CONSTRUCTION- PATCH ALL ADJACENT t3 -- FLA6HING NOT 5HOWN ON ELEVATIONS FOR CLARITY. SURFACES AS REQUIRED TO MATCH EXISTING WEAVE NEW MATERIALS l{1 Z o g o o N=o INTO EXISTING WHERE APPLICABLE FOR 51t44LE55 TRANSITIONS u�z� �i ° PROVIDE STEPPED COPPER FLASHING AT ALL ROOF AND BRICK (TYPICAL FOR ENTIRE PROJECT) 0099.26U m°o o NOTE: SEE SHEETS A-11 THROUGH A-12 FOR LOAD PATH Z O N (1 p U WALL INTERSECTIONS. (TYPICAL FOR ENTIRE PROJECT)NOTE: _ ° z z z p z N 6 Qo o�ou Lu FLA6HING NOT SHOWN ON ELEVATIONS FOR CLARITY. CONNECTIONS REQUIRED FOR ENTIRE PROJECT --� a w s g IL I) g�wo�,a".� °ALL BUTT CONNECTIONS OF 5TRUCTURE ARE TO BE MADE UTILIZING < M u m°p"m GALVANIZED METAL SADDLE CONNECTORS (STRONGEST MODEL NUMIBERS)AS MANUFACTURED BY SIMPSON STRONG TIE CO. PHONE: NOTE: GENERAL CONTRACTOR TO COORDINATE ALL SET-UP 1-8COO-494-5099. N WORK REQUIRED FOR 5HEARWALL INSTALLATIONS (WHEN W °CONTRACTOR TO PROVIDE ALL TEMPORARY 5HORING AS REQUIRED REQUIRED)PRIOR TO COMMENCING WITH ANY WORK FOR (- Z G FOR ENTIRE PROJECT TO MAINTAIN STRUCTURAL 5TABILITY OF ENTIRE PROJECT lD z p o s W PROJECT THROUGHOUT CONSTRUCTION PROCESS. _°u p o °UNILE55 OTHERWI5E INDICATED DOUBLE ALL JOISTS AROUND o g m OPENINGS, UNDER PARTITIONS RUNNING PARALLEL TO JOISTS, UNDER NOTE: ULESS OTHERWISE INDICATED;AT ALL NEW AREAS AND o° BATi HTUB5, AND AS SHOWN OR REQUIRED (TYPICAL FOR ENTIRE V W F 4 0= PROJECT). WHERE 50% OR MORE OF THE EXISTING FLOOR SPACE OF A HABITABLE SPACE 15 BEING RENOVATED G.G. 15 TO PROVIDE _�2 INSULATION WITH 'R'VALUES AS FOLLOWS; i o°o m 6 zo ,z `'— 2t, 00 w- °AT EXTERIOR ALLS R-13 (MINIMUM) tV ZZoz W u°_ Z00 u aN ° AT FLOORS OVER UNCONDITIONED SPACE R-21 (MINIMUM) N " ° ° AT CEILING5 UNDER UNCONDITIONED SPACE R-21 (MINIMUM) NOTE: G.G. TO COORDINATE WITH OWNER IF RENOVATION 15 O TO INCORPORATE CENTRAL AIR CONDITIONING. G.G.AND/OR HVAG CONTRACTOR ARE TO CALCULATE ALL REQUIREMENTS FOR AND 51ZE ALL EQUIPMENT A5 REQUIRED. c�V z r . ^ N V1 m w %Z NEW ADDITION BEYOND %3 MODEL X-5 RIDGE VENT APPROVED FOR HIGH WIND APPLICATION AS MANUFACTURED BY 'COR-A-VENT'OR APPROVED EQUAL (TYPICAL) v REMOVE PORTION OF ROOF AND STRUCTURE OVER EXISTING PORTIONS AT FRONT OF RESIDENCE AS Lu INDICATED ON PLANS AS REQUIRED FOR NEW zz ADDITIONS AND ALTERATIONS. ty } aQ ? 4 ARCHITECTURAL STYLE ASPHALT ROOF SHINGLES - N COLOR AND STYLE A5 SELECTED BY OWNER (TYPICAL) NOTE: PROVIDE NEW ROOF AT ENTIRE RESIDENCE. Mo CONTRACTOR TO COORDINATE WITH OWNER. G.G. 15 tu TO VERIFY ALL EXISTING CONDITIONS 8 INSTALL NEW ROOF 50 THAT ALL ROOF COMPONENTS MEET ALL MANUFACTURER'S SPECIFICATIONS. (TYPICAL) 1 O SIDING TO MATCH EXISTING. WEAVE NEW SIDING INTO EXISTING WHERE NEW CONSTRUCTION MEETS EXISTING TO FORM A SEAMLESS MATCH 3 TRANSITION. (TYPICAL FOR ENTIRE PROJECT) it — — TOP OF NEW PLATE AT — • — • — NEW ROOF STRUCTURE I TOP OF PLATE 4_ _ I TOP OF PLATE EXTEND WALL STUDS UP AS REQUIRED FOR NEW ROOF 8 —It CEILING HEIGHT. MINIMUM OVERLAP OF NEW d EXISTING EXISTING EXISTING EXISTING EXISTING STUDS TO BE 18"AND STUDS TO BE THOROUGHLY SPIKED iv 01 z TOGETHER WITH MINIMUM OF EIGHT(8)3" LONG WOOD z Q SCREWS AT EACH LAP. (TYPICAL FOR ENTIRE PROJECT). F- Mid) w NOTE; NEW FIN. SECOND FLOOR AT ADDITION (BEYOND) +1 +' IL TO BE ONE STEP HIGHER (APPROX.'? 1/4")THAN N N z r cv EXISTING FIN. SECOND FLOOR. PER NY5 CODE PART r 12 R311.5.3.1 NOT TO EXCEED 8 1/4". lu _ NEW FIN. SECOND FL. (AT ADDITION) r U FIN. SECOND FL. EXISTING FIN.SECOND FL, Z TOP OF PLATE _ — EXISTING TOP OF PLATE — i z lU 6 IL W v ?— m 15TIN F— EXHI ING 'U Q z Z qa V O Lu � m CL m < � V • w FIN. FIRST FL. L _j FIN. FIRST FL. _ TOP OF PLATE TOP OF PLATE EXISTING EXISTING I I v EXISTING FIN. GRADE EXISTING I MLf5T F+I IING FIN. GRADE 2 EXISTING ASSU14EI P.G. FOUNDATOJ (V.I.F.) I I I I I ~ FIN. BASEMENT SLAB • _ • _ • — . — • — . — • _ I . — . _ .� • LLIJ7 FIN. BASEMENT SLAB 0 NOTE: AT ALL INTERSECTIONS OF NEW W AND EXISTING LINE OF 12" m P.G. PIERS 3'-0" (MIN.)BELOW CONSTRUCTION OR WHERE EXISTING CONSTRUCTION 15 GRADE. (TYPICAL) TO BE REMOVED TO ACCOMMODATE NEW CONSTRUCTION; PATCH ALL ADJACENT SURFACES AS LL• REQUIRED TO MATCH EXISTING, WEAVE NEW MATERIALS G.G. TO COORDINATE RISER HEIGHTS d STEPS AT ul J INTO EXISTING WHERE APPLICABLE FOR SEAMLESS DECK AS REQUIRED BY SITE CONDITIONS, TRAN5ITION5 (TYPICAL FOR ENTIRE PROJECT) PROVIDE RAILINGS AS REQUIRED.STEPS AND PRDlccrr�• RAILINGS TO CONFORM TO NY5 CODE PARTS 2010-12-1 311.5, 312 AND ALL OTHER APPLICABLE CODE DATE: REQUIREMENTS (TYPICAL FOR ENTIRE PROJECT). 12-21-11 sch E: AS NOTED BY:5v a L.E F T 51 P E L.EVAT I O N. � KRH/TAG cf+EL+cm PAG 1/4 11 � 1 1-011 AWROVIV. PAG A.' DRAWM&NO. A-ci NOTES:: °ALL CONSTRUCTION SYSTEMS FOR RESIDENCE ARE TO BE MAINTAIN 1" CLEAR AIR SPACE ABOVE INSULATION AT ALL ROOF � INSTALILED AND CONSTRUCTED IN STRICT ACCORDANCE TO ALL WI AREAS. PROVIDE BAFFLES AS REQUIRED (TYPICAL FOR ENTIRE NDOW / DOOR - HEADER SCHEDULE 'S MANUF)ACTURER SPECIFICATIONS. ANY ITEMS INDICATED HEREIN PROJECT). WHICH (CONFLICT WITH MANUFACTURER'S SPECIFICATIONS ARE TO BE BOUGHfT TO ARCHITECT'S ATTENTION PRIOR TO COMMENCING ANY via. WORK. * OVERHANG, SAVE 8 TRIM DETAILS TO BE SIMILAR TO EXISTING HEADER HEADER �/ -� EXTERIOR WALL DETAILS ON OUSE. PROVIDE SOFFIT VENTS AT ALL SOFFITS.MINIMUM OPENING WIDTH (FOR 4" WALL5) (FOR 6" WALLS) O W REV151ON5 °UNLES5 OTHERWI5E SPECIFIED, ALL DECKING LUMBER, TRELLIS VENTING TO BE EQUAL TO CONTINUOUS 1"5CREENED ALUMINUM SOFFIT LUMBER AND ALL OTHER LUMBER EXPOSED TO EXTERIOR CONDITIONS VENT (TYPICAL). UP TO 5'-0" (2)2X8 (3)2X8 OR IN CONTACT WITH CONCRETE TO BE LUMBER TREATED WITH A ARSENIIC FREE PRESERVATIVE.ALL HARDWARE TO BE STAINLESS ° NOTE: G.G. TO VERIFY ALL EXISTING CONDITIONS FOR SUITABILITY OF UP TO 6'-0" (2)2X8 (3)2X8 ° STEEL jAND/OR HOT DIP GALVANIZED. FROF05ED NEW WORK. (TYPICAL FOR ENTIRE PROJECT) g W ATTIC FLOOR JOISTS (TYPICAL) UP TO 8'-0" (2)2X1O (5)2X1O } — m °PROWIDE ALUMINUM GUTTERS d LEADERS THROUGHOUT PROJECT. °NOTE: PROVIDE 1"X3" CRO5513RID6ING IN LINES 8'-0" O.G. AT I— m o 0 CLEARANCE REQUIRED PER NYS CONNEZCT LEADERS TO DRYWELL5 A5 REQUIRED BY BUILDING CENTER OF ALL SPANS OVER 8-0' FOR ALL JOIST SPACING (TYPICAL UP TO 10-0' (2)2X12 (3)2X12 ~ o y g 1" X 3/16" GALVANIZED STEEL GORE PART R1001 ELEVA?TMEN FOR CLARITY.UTTERS 8 LEADERS ARE NOT 5HOWN ON FOR ENTIRE PROJECT) O p =LL g a a u��z�N��oea ° NOTE: AT ALL INTERSECTIONS OF NEW AND EXISTING CONSTRUCTION UNLE55 OTHF—RN15E 5PEGIFIED `- STRAPS (TYPICAL) ° PROWIDE COPPER FLASHING AT ALL ROOF INTERSECTIONS AND AT OR WHERE EXISTING CONSTRUCTION 15 TO BE REMOVED TO ALL ROOF PENETRATIONS. (TYPICAL FOR ENTIRE PROJECT)NOTE: ACCOMMODATE NEW CONSTRUCTION- PATCH ALL ADJACENT tIJ w o 1 O�i CHIMNEY FLASHIING NOT 5HOWN ON ELEVATIONS FOR CLARITY. SURFACES AS REQUIRED TO MATCH EXISTING WEAVE NEW MATERIALS N Z W' INTO EXISTING WHERE APPLICABLE FOR 51 AI LESS TRANSITIONS ° PROWIDE STEPPED COPPER FLASHING AT ALL ROOF AND BRICK (TYPICAL FOR ENTIRE PROJECT) (� w U1 U 0 p N NOTE: SEE SHEETS A-11 THROUGH A-12 FOR LOAD PATH z J °Q o o e o WALL IPNTERSEGTION5. (TYPICAL FOR ENTIRE PROJECT)NOTE: H uN Q F F U z k u� FLASHIING NOT 5HOWN ON ELEVATIONS FOR CLARITY. CONNECTIONS REQUIRED FOR ENTIRE PROJECT —I s o lL [A �wow�� °ALL BUTT CONNECTIONS OF STRUCTURE ARE TO BE MADE UTILIZING O m°m O O no GALVANIZED METAL SADDLE CONNECTORS (STRONGEST MODEL ~ NUMBEiRW A5 MANUFACTURED BY SIMP50N STRONG TIE CO. PHONE: NOTE: GENERAL CONTRACTOR TO COORDINATE ALL 5ET-UP 1-800-4ggg-50g9. IX WORK REQUIRED FOR 5HEARWALL INSTALLATIONS (WHEN z ER _° °CONTRACTOR TO PROVIDE ALL TEMPORARY SHORING A5 REQUIRED REQUIRED) PRIOR TO COMMENCING WITH ANY WORK FOR �- ° G FOR EMTIRE PROJECT TO MAINTAIN STRUCTURAL STABILITY OF ENTIRE z PROJEiGT THROUGHOUT CONSTRUCTION PROCESS. PROJECT IU N o v ° UNLESS OTHERWISE INDICATED DOUBLE ALL JOISTS AROUND OPENIM65, UNDER PARTITIONS I0,UNNIN6 PARALLEL TO JOISTS, UNDER Al2"MIN. 5ATHTUJB5, AND A5 SHOWN OR REQUIRED (TYPICAL FOR ENTIRE NOTE: ULE55 OTHERWISE INDICATED;AT ALL NEW AREAS AND = W o o N$- BEND STRAPS DOWN 3" INTO PROJEECT). WHERE 50% OR MORE OF THE EXISTING FLOOR SPACE OF A HABITABLE SPACE 15 BEING RENOVATED G.G. 15 TO PROVIDE JOINT (TYPICAL) INSULATION WITH 'R'VALUES A5 FOLLOWS; o 0 o G z _ o (2) 1/2" d) LAG BOLTS AT EACH ry zQ n�I,§W-� o JOIST (TYPICAL) W°AT EXTERIOR ALLS R-13 (MINIMUM) tV lJ $ o ° AT FLOORS OVER UNCONDITIONED SPACE R-21 (MINIMUM) v °AT CEILINGS UNDER UNCONDITIONED SPACE R-21 (MINIMUM) NOTE; DETAIL 15 SCHEMATIC IN NATURE. CONTRACTOR TO REFER TO ,ALL NYS GODS REQUIREMENTS ,AND NOTE: G.G. TO COORDINATE WITH OWNER IF RENOVATION 15 O ARGHIlrEGTURAL STYLE ASPHALT ROOF SHINGLES - TO INCORPORATE CENTRAL AIR CONDITIONING. G.G. AND/OR DETAILS IN CHAPTER 10 OF NYS GODS. COLOR AND STYLE AS SELECTED BY O)NNER NOTE PROVIDE NEW ROOF AT ENTIRE RESIDENCE(TYPICAL) FOR AND 511ZE ALL EQUIPMENT A5 REQUIRED. HVAC CONTRACTOR ARE TO CALCULATE L REQUIREMENTS N CONTRACTOR TO COORDINATE WITH OWNER. G.G. 15 TO VERIFY ALL EXISTING CONDITIONS b INSTALL NEW Z ROOF !50 THAT ALL ROOF COMPONENTS MEET ALL (1 cV MANUFiAGTURER'S SPECIFICATIONS. (TYPICAL) 1 j CHIMNEY ANCHORO' IN& SCHEMATIC REMOVE EXISTING CHIMNEY DOWN 70 FIREPLACE DAMPER (OR A5 Lu LINE OPF NEW ROOF BEYOND (OVER EXISTING SECOND REQUIRED BY NEW WORK). REBUILD CHIMNEY, CORBEL CHIMNEY NO 5CALE FLOOR AREAS) OVER TO REAR WALL OF NEW ADDITION, EXTEND NEW CHIMNEY UP TO I REQUIRED HEIGHT. CHIMNEY SHALL EXTEND AT LEAST V-O"ABOVE V THE HIGHEST POINT WHERE IT PA55E5 THROUGH A ROOF OF A 4 BUILDING AND AT LEAST 2'-0" HIGHER THAN ANY PORTION OF A u- BUILDING WITHIN A HORIZONTAL V15TANCE OF 10'-0". V fl- PROVIDE ALL WORK, ANCHORAGE TO BUILDING, CLEARANCES, ETC. IN Lu z CONFORMANCE TO CHAPTER 10 OF NYS CODE. A 10 NOTE: GENERAL CONTRACTOR 15 TO VERIFY CONDITION OF EXISTING Q CHIMNEY, FIREPLACE 8 MECHANICAL EQUIPMENT AND COORDINATE hj ALL WORK 50 A5 TO MAINTAIN FUNCTIONAL REQUIREMENTS OF v CHIMNEY, FIREPLACE 8 MECHANICAL EQUIPMENT INCLUDING, BUT NOT Q SIDING TO MATCH EXISTING. WEAVE NEW SIDING INTO LIMITED TO, FRESH AIR INTAKE, ASH DUMP AND GLEAN-OUT ACCESS, EXISTING WHERE NEW CONSTRUCTION MEETS EXISTING CHIMNEY CLEARANCES AND DISTANCES TO ROOFS B RIDGES, ETC. tV TO FORM A SEAMLESS MATCH 8 TRANSITION. (TYPICAL ALL WORK 15 TO CONFORM TO ALL APPLICABLE CODE FOR ENTIRE PROJECT) REQUIREMENTS INCLUDING, BUT NOT LIMITED TO NYS CODE SECTION tt ,, ,, � 62426 (505). �--L OVERHANG, SAVE B TRIM DETAILS TO BE SIMILAR TO EXISTING DETAILS ON HOUSE. PROVIDE SOFFIT VENTS PROVIDE ANCHORAGE AT CHIMNEY TO ,z:T ALL SOFFITS. MINIMUM VENTING TO BE EQUAL TO RESIDENCE PER NY5 CODE CHAPTER 10. CONTINUOUS 1" SCREENED ALUMINUM SOFFIT VENT (TYPICAL). (2) 1" X 3/16" STEEL STRAPS {1 . _r OF . — . — . — . — . — . — . — . — . — . — . — . _ . _ . _ . — . �) LINE OF PORTION EXISTING MAIN ROOF TO BE _ REMOVED FOR NEW CONSTRUCTION. I _0el k �� NOTE: MINIMUM OF (2) FULL LENGTH STUDS 15 A31 A31 'A31 NOTE: MINIMUM OF (2) FULL LENGTH STUDS 15 iy REQUIRED AT EACH HOEDOWN. (TYPICAL)G.G.TO REQUIRED AT EACH HOLDOWN. (TYPICAL) n► COORDINATE ALL WORK A5 REQUIRED. I G.G. TO COORDINATE ALL WORK AS UQ I REQUIRED. w z 0 SIMP50N HOEDOWN MODEL# HDU2-5DS2.5 I 1 1504H SIMP50N HOEDOWN MODEL# HDU2-5052.5 q _ I u t- 5/8" THREADED RODS I I 5/5" CD THREADED RODS Eli D FIN.SECOND FLOOR (AT ADDITION) _ = TOP OF PLATE (AT ADDITION) EXISTING FI . SECOND FL. _� EXISTING T OF PLATE �— a q z �— K I EXIST. 15T FL. * SIMPSON HOLDOWN MODEL# HDU2-5D52.5 G 5 G 5 Lu V }' to GL�. HEIGHT q +� z w 0. 51MP50N HOEDOWN MODEL# HDU2-5D52.5 so * 6 51MP50N HOLDOWN MODEL# HDU4-5D52.5 U b WITH 5/5" 0 THREADED ROD, COUPLER NUT, HI t' I' J V AND 51MPSON ANCHOR BOLT MODEL# PiA SIMPSON HOLDOWN MODEL# HDU4-5D52.5 O 111 V as U Y 5STB16L WITH 5/8" CD THREADED ROD, COUPLER NUT, —1 E AND 51MP50N ANCHOR BOLT MODEL# 55T5161- 0 () '- EXISTING DECK 8 STEPS (LJU _ FIN. FIRST IF . OPOFP - - - - - - LLIMO s'- 1.1 EXISTING FIN. GRADE f= 41 B5 T. I1 BSMT. " EXISTING FIN. GRADE i- I I I I NEW P.G. FOUNDATION EXISTING ASSUMED PC FOUNDATION (W.F.) ' FIN. BASEMENT SLAB O i W _ l NOTE:AT ALL INTERSECTIONS OF NEW AND EXISTING lU CONSTRUCTION OR WHERE EXISTING CONSTRUCTION 15 To BE REMOVED TO ACCOMMODATE NEW LINE OF 12" CD P.G. PIERS V-O" (MIN.)BELOW z CONSTRUCTION; PATCH ALL ADJACENT SURFACES A5 GRADE. (TYPICAL) T REQUIRED TO MATCH EXISTING, WEAVE NEW MATERIALS G.G. TO COORDINATE RISER HEIGHTS d STEPS AT INTO EXISTING WHERE APPLICABLE FOR SEAMLESS DECK AS REQUIRED BY SITE CONDITIONS, TRANSITION5 (TYPICAL FOR ENTIRE PROJECT) PROVIDE RAILINGS AS REQUIRED.STEPS AND PRO"ITNO. RAILINGS TO CONFORM TO NY5 CODE PARTS 2010-12"I 511.5, 312 AND ALL OTHER APPLICABLE CODE VA7-- REQUIREMENTS (TYPICAL FOR ENTIRE PROJECT). 12-21-11 SCALE: AS NOTED I & H RT 51PE ELEVAT I o �� KRH/TAG CHEG�A7 6Y: PAS 1/4 11 - 1'-O" APPRWED: PAS DRA r MS NO. .r A 10 WINDOW NOTE: NAILING SCHEDULE (EXPOSURE "B" ALL NEW WINDOWS AND GLASS DOORS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSLE DOUBLE J❑IST @ POST TEST OF ASTM E 1886. OR THE CONTRACTOR SHALL PROVIDE PRE-CUT 1/2' PLYWOOD, PANELS TO (ONE EA, SIDE) NUMBER OF NUMBER OF COVER THE GLAZED OPENINGS & SHALL PRE DRILL EDGES AT 12' O.C. TO ACCEPT 2-1/2' #8 O JOINT DESCRIPTION COMMON NAILS BOX NAILS NAIL SPACING WOOD SCREWS AND PROVIDE ADEQUATE NUMBER OF SCREWS FOR FASTENING. 4X4 WOOD POST--_... LL TENSION STRAP - 11. CODE ANALYSIS: SIMPSON STRONG-TIE Q _� � ROOF FRAMING OCCUPANCYt CO. CS20 AT HEADER 1/2 0B❑LTS � REVISIONS RESIDENTIAL - SINGLE FAMILY DETTACHED & POST CONNECTION < In RAFTER TO TOP PLATE (TOE-NAILED) 3 - 8d 3 - loci PER RAFTER JOISTS REFERENCE STANDARDSt AT EVERY WALL (16" �' � CEILING JOIST TO TOP PLATE (TOE-NAILED) 3 - 8d 3 - loci PER JOIST RESIDENTIAL CODE OF NEW YORK STATE 2010. WOOD FRAME CONSTRUCTION MANUAL (WFCM) O.C.) WITH MINIMUM SIMS❑N H2 w AMERICAN FOREST & PAPER ASS❑CIATION - (2001 EDITION) (4) 8d NAILS IN EACH SIMPSON SIMPSON W HURRICANE HURRICANE 7 Y3 o a 0 z m+3 CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) (HEEL JOINT) CLIMATE ZONEt 4 END. HURRICANE TIE @ 16' Z § !o o 1 22 F RAFTER SLOPEt 3t12 22 - 16d 22 - 40d DEGREE DAYSt 5647 (SUFFOLK, NY) TIE H3 @ 16' O.C. TIE H3 @ 16 ❑,C, O.C.C LU o L a 4112 17 - 16d 17 40d St12 14 - 16d 14 - 40d EACH LAP DESIGN LOADSt �. IL =o"s 9 o 9 2 2 2 7d2 10 - 16d 10 - 40d DECKSt 40 PSF SIMSON BC4 SIMPSON POST CAP Iv 6_V�R V z N E 9 9112 AND GREATER 8 - 16d 8 - 40d ATTICSt 20 PSF In ROOMS OTHER THAN SLEEPING ROOMSt 40 PSF POST CAP AC4 EA. SIDE Z o s 0=1� -Q O��iQ=y0. 0U",�z SIMPSON POST SIMPSON H3 o O o'o CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) SLEEPING ROOMSt 30 PSF HURRICANE A o z_ RAFTER SL❑PD 3d2 22 - 16d 22 - 40d STAIRSt 40 PSF BASE ABA44 PB44 ❑N P❑ST BASE TIE @ 16' Z -� W F =k 4t12 17 - 16ci 17 - 40d HANDRAILSt 200# o oz a 5t12 14 - 16d 14 - 40d EACH LAP ROOFt 20 PSF GROUND SNOW LOAD _� M "�mo�°�" 7112 10 - 16d 10 - 40d BASIC WIND SPEED (FROM NYS RESIDENTIAL CODE FIGURE R301,2(4)t 120 MPH a` ' •'. : a:•" • ' ' ' FL M 9112 AND GREATER 8 - 16d 8 - 40d UPLIFTt 21.5# d DEAD LOADSt 10 PSF < COLLAR TIE TO RAFTER (FACE-NAILED) wO RAFTER SL❑PEt 3t12 7 - 10d 7 - 12d o o g g��"s. " 4112 6 - 10d 6 - 12d DEFLECTION LIMITSt = o o PER TIE ORCH/DECK/JOIST PORCH/DECK/JOIST � � &12 4 - loci 4 - 12d RAFTERS WITH NO FINISHED CEILING ATTACHEDt L / 180 CONNECTION DETAIL CONNECTION DETAIL CANTILEVER DETAIL Qom•.. --1 �tu � �~ W 6t12 AND GREATER 4 - 10d 4 - l2d 602. 0 9 o�°_ FL❑ORSt L / 360 Z �g N P N 9 2 8 5 BL❑CKING TO RAFTER (TOE-NAILED) 2 - 8d 2 - lOd EACH END o°°=2no ENERGY NOTES. z z gu:>, RIM BOARD TO RAFTER (END-NAILED) 2 - 16d 3 - 16d EACH END 1. CALCULATION ARE VALID UP TO 5647 DEGREE DAYS, Q 0 ooez�g.,2fo NR WALL FRAMING '� �, spa 2. CERTIFIED CONFORMANCE FOR ZONE 4. NOTE, PER THESE TABLES, -! o= __ WCFM Table 3.2A 1/2 ANCHOR BOLTS 5/8 ANCHOR BOLTS CONTRACTOR TO PROVIDE MOST 3 v TOP PLATE TO TOP PLATE (FACE-NAILED) 2 - 16d' 2 - l6d' PER FOOT 3. WOOD FRAMED FLOORS, WALLS AND CEILINGS SHALL HAVE AN APPROVED VAPOR ,BARRIER Sill or Bottom Plate to Foundation STRINGENT SPACING SHOWN FOR M � (PERMEANCE RATING OF 1,0 PERM) INSTALLED ON THE 'WARM IN WINTER' SIDE OF THERMAL ANCHOR BOLTS, O Cq INSULATION. Anchor Bolt Connections F test-Mile Wind Speed Fastest-Mile Wind Speed �' TOP PLATE AT INTERSECTIONS (FACE-NAILED) 4 - 16d 5 - 16d JOISTS - EACH SIDE 4. WINDOWS AND SLIDING DOORS SHALL HAVE A MAX. AIR INFILTRATION RATING ❑F f0.3 CFM Resistin Lateral & Shear Loads (mph) (mph) THEREFORE (FROM THESE TABLES) - N Z d, STUD TO STUD (FACE-NAILED) 2 - 16d 2 - 16d 24' ❑,C, PER SQUARE FOOT OF WINDOW AREA, SWINGING DOORS SHALL HAVE A MAX, AIR g HEADER TO HEADER (FACE-NAILED) 16d 16d 16' O.C. ALONG SIDES INFILTRATION RATE OF 0.5 CFM PER SQUARE FOOT OF DOOR AREA, (Prescriptive Alternative to Table 3.2) N � 90 1001 110 1 120 90 100 110 120 TOP OR BOTTOM PLATE TO STUD (END-MAILED) 2 - 16d 2 - 40d PER STUD 5, SKYLIGHT SHAFTS SHALL HAVE A MINIMUM INSULATION VALUE OF R-19, MAX CENT R MAXI ~ z BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, END)JOIST OR BLOCKING (FACE-NAILED) 2 - 16d" 2 - 1661 PER FOOT 6. GARAGES - FRONT, SIDES, DOORS, INTERIOR SHALL HAVE MAX, U=.40. Anchor Bolt Foundation Bracing Wall Perimeter Maximu Anchor Bolt Maximum Anchor Bolt 7, ALL FIREPLACES SHALL BE PROVIDED WITH A DAMPER FOR OUTSIDE COMBUSTION AIR Connection Supporting Edge Nail Spacing (in.) S a 'n in. Spacing F❑R INTO v 9 P g (� ) P 9 (� ) P 9 FL❑❑R FRAMING 150-200 CFM, ALL FLUES SHALL HAVE TIGHT SEALED DAMPER WITH A MAX, AIR LEAKAGE OF 20 CFM. ALL FIREPLACES SHALL HAVE TIGHT-FITTING NON-COMBUSTIBLE DOOIRS. JOIST TO SILL, TOP PLATE DR GIRDER (TOE-NAILED) 4 - 8d 4 - loci PER JOIST 8. THE CONTRACTOR SHALL SUBMIT THE DESIGN, SIZE AND TYPE OF MECHANICAL SYSTEM WHICH Sill P * D.C. FOR ENTIRE PROJECT, WILL BE USED, IN SUFFICIENT DETAIL, AS REQUIRED BY THE BUILDING DEPARTMENT, late to Foundation 1 Story All(i) 46 72 BRIDGING TO JOIST (TOE-NAILED) 2 - 8d 2 - 10d EACH END (Crawl Space or Basement) � ILL BLOCKING TO J❑IST (T❑E-NAILED) 2 - 8d 2 - lod EACH END 9. ALL THERMOSTATS SHALL BE ADJUSTIBLE FROM 55 TO 85 DEGREED FARENHEIT. 2 Stories 23 VDL J BL❑CKING TO SILL OR TOP PLATE (TOE-NAILED) 3 - 16d 4 - 16d EACH BLOCK 10, ALL DUCTS AND PIPES SHALL BE INSULATED AS REQUIRED BY CODE. 3 Stories 15 23 LEDGER STRIP TO BEAM (FACE-NAILED) 3 - 16d 4 - 16d EACH JOIST il, HVAC CONTRACTOR SHALL VERIFY HEAT LOSS CALCULATIONS, 12. ALL CELLAR AND/OR BASEMENT DOORS SHALL BE INSULATED, * � JOIST ON LEDGER TO BEAM (TOE-NAILED) 3 - 8d 3 - loci PER JOIST Wall Bottom Plate to Foundation 1-3 Stories 3(2) 19 28 ' 1 13, THE ARCHITECT CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, BELIEF AND (Slab-on-Grade) V BAND JOIST TO JOIST (END-NAILED) 3 - 16d 4 - 16d PER JOIST PROFESSIONAL JUDGEMENT THAT THE PLANS ARE IN COMPLIANCE WITH THE ENERGY Q BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2 - 16d 4 - 16d PER FOOT CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, (JULY 3, 2010) 6(3) 36 57 ROOF SHEATHING SAFETY GLASS REQUIREMENTS: 11 SAFETY GLASS REQUIRED AT THE FOLLOWING LOCATIONS Anchorage required to resist lateral loads shall be determined in the foundation design per section 1.1.4. LU PANEL INTERMEDIATE 1. ANY GLAZING IN ANY DOOR TYPE, (1) Anchor bolt spacings based on maximum shear capacity of unblocked roof and/or floor diaphragms (279 plf). l l ru ui STRUCTURAL PANELS EDGES SUPPORT (2) Anchor bolt spacings based on maximum shear capacity of bracing wall perimeter edge nail spacing of 3" o.c. (731 plf) NOTEt v z O 2. GLAZING IN ANY WALLS ENCLOSED ENCLOSING A SHOWER, TUB, SAUNA OR STEAM [ROOM, 00 built in accordance with Section 3.4.4. 1, THESE DRAWINGS HAVE BEEN PREPARED BASED < 3 = INTERIOR ZONES 8d 10d 4' 6' (3) Anchor bolt spacings based on maximum shear capacity of bracing wall perimeter edge nail spacing of 6" o.c. (421 plf) UPON LIMITED VISUAL OBSERVATIONS BY THE S � 3. ANY WINDOW WITHIN 24' ❑F A DOOR, < ) built in accordance with Section 3.4.4. PROFESSIONAL AND ARE INTENDED TO PERIMETER EIDGE ZONE 8d loci 4 4 4. ANY INDIVIDUAL PANE OF GLASS WITH AN AREA GREATER THAT 9,0 SQ. FT. WHERE THE BOTTOM ACCORDINGLY, DOCUMENT EXISTING CONDITIONS AT L N GABLE ENDWALL RAKE WITH LOCKOUT BLOCK 8d loci 4' 4' IS LESS THAN 18' ABOVE THE ADJACENT FINISH FLOOR WITHIN 36' ❑F THE WINDOW. THE SITE, THESE DRAWINGS ARE NOT INTENDED t�n T❑ CERTIFY CODE COMPLIANCE OR STRUCTURAL V CEILING SHEATHING 5. GLAZING IN WALLS OF SPAS, HOT TUBS OR INDOOR POOLS WITHIN 5'-0' OF THE WATER, C ) WFCM Table 3. WORTHINESS OF EXISTING STRUCTURES, 2 B 8' End Zones Interior Zones 6. GLAZING IN STAIRWAYS AND LANDINGS WITHIN 3'-0' HORIZONTALLY OF A WALKING SURFACE. (w> Sill or Bottom Plate to Foundation 2. CONSTRUCTION NOTES, FOUNDATION, GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE / 10' FIELD 7. IN CONFORMANCE TO NYS CODE INCLUDING, BUT NOT LIMITED TO, PART R308, Fastest-Mile Wind Seed Fastest-Mile Wind Seed ELECTRICAL AND PLUMBING NOTES ARE PROVIDED WALL SHEATHING Anchor Bolt Connections P P SOLELY TO PROVIDE A GENERAL OVERVIEW OF (B) THE REQUIREMENT DOES NOT APPLY IF THE BOTTOM EDGE ❑F THE GLASS IS M10RE THAN 60' ResistingUplift (mph) (mph) STANDARD CONSTRUCTION PRACTICES FOR A ABOVE THE FL❑❑R, p PROJECT ❑F THIS SCOPE, STRUCTURAL PANELS/HARDBOARD PANEL INTERMEDIATE (Prescriptive Alternative to Table 3.2) g0 100 110 120 90 100 110 120 EDGES SUPPORT 6 ASPHALT RD❑F SHINGLE NOTES: 3, THESE DRAWINGS ARE BASED, IN PART, ON INTERIOR ZONE 8d loci 6' 6' 1. ASPHALT ROOF SHINGLES SHALL HAVE SELF-SEALING STRIPS OR SHALL BE INTERLOCKING INFORMATION GATHERED FROM A LIMITED SITE 6 AND SHALL COMPLY WITH THE REQUIREMENTS OF ASTM D-225 OR D-3462. SURVEY BY THE PROFESSIONAL, ACCESS TO 4' EDGE ZONE 8d loci 6' 6' Anchor Bolt Maximum Anchor Bolt Maximum Anchor Bolt Foundation Supporting: EXISTING STRUCTURE IS LIMITED, SOME t- 2. ALL FASTENERS FOR ASPHALT ROOF SHINGLES SHALL BE GALVANIZED STEEL STA',INLESS Connection Spacing (in.) Spacing (in.) INFORMATION SHOWN AS EXISTING IS ASSUMED FIBEBOARD PANELSt 3 ALUMINUM OR COPPER ROOFING NAILS, FASTENERS SHALL BE MINUMUM 12 GAUGE �SHANKED 7/16 6d - 3' EDGE / 6' FIELD 25/32' 8d3 - 3' EDGE / 6' FIELD WITH A MINIMUM 3/8' DIA. HEAD, AND OF SUFFICIENT LENGTH TO PENETRATE THR1OUGH THE 4. THE ARCHITECT MAKES NO REPRESENTATIONS ~ ROOFING MATERIALS AND SHEATHING, � ABOUT ANY EXISTING OR PROPOSED MECHANICAL, GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7' EDGE / 10' FIELD Sill Plate to Foundation 1-3 Stories 72 72 72 72 72 72 72 72 STRUCTURAL OR FINISH SYSTEM N❑R DOES 3. ASPHALT ROOF SHINGLES SHALL HAVE A MINIMUM NUMBER OF FASTENERS AS REQUIIRED BY to Ul PARTICLE BOARD PANELS 8d 8d SEE MANUFACTURER (Crawl Space or Basement) ARCHITECT ASSUME LIABILITY F❑R ANY ACTUAL THE MANUFACTURER, AND AS REQUIRED BY NYS CODE AND/OR WFCM REQUIREMENT, OR CONSEQUENTIAL DAMAGE CAUSED BY FAILURE q) 4. FOR NORMAL APPLICATIONS, ASPHALT ROOF SHINGLES SHALL BE SECURED TO THE ROOF WITH OF SUCH SYSTEMS, U.J V m FLOOR SHEATHING NO LESS THAT (4) FASTENERS PER STRIP SHINGLE OR (2) FASTENERS PER INDIVIDUAL wall Bottom Plate to Foundation 1-3 Stories 40 33 28 25 51 42 36 32 STRUCTURAL PANELSt SHINGLE. (Slab-on-Grade) A 5. ALL DIMENSIONS SHOWN ON DRAWINGS ARE TO (� Z � � 9 1. OR LESS 8d loci 6' EDGE / 12' FIELD 5. ASPHALT STRIP SHINGLES SHALL HAVE A MINIMUM OF (6) FASTENERS PER SHINGLE WHERE BE CONSIDERED 'PLUS OR MINUS' DIMENSIONS, THE EAVE IS 20 FEET OR HIGHER ABOVE GRADE OR WHERE THE BASE WIND SPEED IS 120 0 ILI V m GREATER THAN 1' lod 16d 6' EDGE / 6' FIELD " - J F- MPH, OR GREATER, TABLE 3,8 ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS TABLE 3:9 WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WEND LOADS �- < NAILING NOTES: GENERAL CONSTRUCTION NOTES: 1. NAILING REQUIREMENTS ARE BASED ❑N WALLS CL 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE) Fastest-Mile MindSpeed m h Fastest-Mile WindS (m h) - Z (!J HEATHING NAILED 6' ON CENTER AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3' ❑N ALL WORK SHALL ALSO CONFORM TO THE REQUIREMENTS OF ANY OTHER CODES AND 90 100 llo lzo >r CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, AUTHORITIES HAVING JURISDICTION, THE CONTRACTOR SHALL OBTAIN AND ARRANGE FOR ALL 90. 100 110-- • Ito OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH, REQUIRED PERMITS, INSPECTIONS, CERTIFICATES AND TESTS, STRUCTURAL SHEATHING STRUCTURAL SHEATHING or PANEL SIDING' 2, WHEN WALL SHEATHING IS CONTINUOUS OVER (CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED 2. ALL FOUNDATIONS SHALL REST ON UNDISTURBED SOIL OF 1 T.S.F. BEARING CAPACITY) - E F E F E F E F E F E FIFE :F E F '�TO 1 - 16d PER FOOT, CONTRACTOR SHALL HAVE THE LEVEL OF ACCEPTABLE BEARING STRATA VERIFIED IN THE < }U FIELD. Sheathing Location:' Rafterlrmss.Spacing MazimumNail'Spacing for 8d Common Nails' SheathingLocatione Stud Spacing , Maximum Nail,Spacing for 8d Common Nails' tt-- 3. CORROSION RESISTANT 11 GAUGE ROOFING NAILS AND 16 GAUGE STAPLES ARE PERMITTED CHECK FOR ADDITIONAL inches,-o.e. 1 L REQUIREMENTS, inches, O.C.oc Cinches, inches,.o�c:) Z 3. ALL CONCRETE WORK SHALL CONFORM TO REQUIREMENTS AND RECOMMENDATIONS OF 4'Perimctcr Edge Zone 12 .6 12 6 122 6 122 6. 6 4?Edge 12 6. 12 6 t2 6 12 6 12 i1-i 4. ALL QUANTITIES ARE BASED ON 12 O,C, SPACING FOR ROOF RAFTERS & CEILING JOISTS AND 16 O.C. FOR STUDS, ACI-301-96 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS' (FC'=30N0 PSI)) I6 6. .12= 6 6 6. 6 6' 6' 16 6' 12 6 l2 6' 12. 6 12= ALL EXPOSED SLABS, GARAGE SLABS, AND STEPS SHALL BE 3500 PSI AIR-ENTRAINIED. 5. FOR ROOF SHEATHING WITHIN 4 FEET OF THE (PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF THE ROOF PEAK, THE 4 REINFORCED STEEL SHALL CONFORM TO ASTM A-615 GRADE 60, 19.2 6 6'. 6 6 ' 6'. 6' 61• . 6'' 24. 6 12.' 6 12' 6 . 12' 6 6 OL Q FOOT PERIMETER EDGE ZONE ATTACHED REQUIRIEMENTS SHALL BE USED, 24 6 6 6' 6' 6' 6' a' a' lnterior2'one 12 J124. ALL FRAMING MEMBERS SHALL BE DOUG-FIR #1 (FB=975 PSI).6. FOR ALL SHEATHING WITHIN 4 FEET ❑F THE CORNERS, THE 4 FOOT EDGE ZONES ATTACHMENT REQUIREMENTS SHALL BE USED, InteriorZone 12 6 12 6 12 6 12 6 12 l6 6 l2 6 12 6 12' 6 "5. MICRO-LAM GIRDERS (ML) SHALL BE LAMINATED VENEER LUMBER WITH E=2,000,000 PSI, 16 6' 12 6 12' 6 12' 6 12' 246 FB=2,800 PSI, AS MANUFACTURED BY TRUS-JOIST MCMILLAN, 19,2. 6 12 6 12' 6 12= 6 6 ' 0 < -1 to 6. UNLESS OTHERWISE INDICATED) DOUBLE FRAME AROUND ALL OPENINGS, UNDER PARALLEL 24 6 12' 6 12= 6 6 6- 6 BOARD SHEATHINGorLAPSIDING. WALLS AND UNDER BATHTUBS, PROVIDE SIMPSON HANGER CONNECTIONS AT ALL FLUSH Sheathin Stze Studs a Gable Endwall Rake and Rake Truss 4 4 4 4 4 4 4' 4' g. p cing Minimum Number of 8d Common Nails per Support Q/ STRUCTURAL LOAD BEARING CONDITIONS, '. inches,o.a) � Q CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (A5 SUPPLIED BY JURISDICTION) 7. ALL CONCRETE BLOCK SHALL CONFORM TO ASTM C90) MORTAR SHALL BE TYPE 'M'. BOARD SHEATHING lx6 or 1x8Sheathing- 12-24 2- , •.2 ' 2 2 j }- GROUND WIND SEISMIC, 5UBJEGT TO DAMAGE FROM WINTER ICE SHIELD FLOOD AIR , SheatingSize RaftedTnrss.Spacing Minimum Number of 8d Common Nails per Support 1x10orlargerS6eathing .12-24 3 3 3 ' 3 8. ALL STEEL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE AISC SPECIFICATIONS FOR SNOW P D DESIGN FR015T LINE DESIGN UNDERLAYMENT HAZARDS FREEZING DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS', STEEL SHALL finches,0.0.) LOAD �f11 h� CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. REQUIRED INDEX CONFORM TO ASTM A-572 (GRADE 50) AND A-501, E-Nail spacing at panel edges Cm.) (fl z Ix6 or Ix8 Sheathing12-19.2 2 . 2 2 2 F -Nails spacing at intermediate supports in the panel field to P g. PPo P C •) PROJECT N0. PYPSF110 MPH B SEVERE 3i'-O" MODERATE SLIGHT TO 110 YES BY PLANS 452 9, ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL NEC AND UNDERWRITERS LABORATORY 1x10orlargerSheathir4g 12-19.2• 3 3 3 3 ! For wallsheattun within 4feetofthecomers the4footed emneattachmrnt 2010-12"i g g mquirements shall be used. DATE TO HEAVY MODERATE EXAMINER REQUIREMENTS. '.Tabulated l2inch9.c.nail spacing assumes sheathing attached to stud framing members with G>_0.49.'Tvrframingmcmbers 12-21-11 E--Nail spacing at panel edges(m.) with 0.425G<0.49;the'nail spacings shall be reduced to'6 inches o c.•••. � 10, PRE-FABRICATED FIREPLACES AND FLUES SHALL BE UL APPROVED, F - Nail spacing at intermediate supports lathe panel field(in.) ' For exterior anelsidia Ivaninodbolbere ucedtshall e rmittedtobesubstitutedforwmmonnails. AS NOTED 11. INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS IN ACCORDANCE WITH ALL ' For roofsheathing within 4 feet ofthe perimeter edgeoftheroof,Including4 feet on each side oft hewofpeak,the 4foot DR/wNeY. STATE AND LOCAL CODE REQUIREMENTS, perimeter edge zone attachment requirements shall be used.' KRH/TAG 'Tabulated 12 inch o.e,nail spacing amumes sheathing attached to rafter/truss framing members with G>_0.49. For framing wxq w BY; 12. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE STARTING CONSTRUCTION members with0A2sG<0.49,thenail spacing;shall bereducedto6 inches o.c. FAG AND SHALL NOTIFY THE ARCHITECT OF ANY AMBIGUITIES OR DISCREPENCIES BEFORE ' Tabulated inch o.c.nail spacing assumes sheathing attached to tafter/tmssframing members with G20.49. For framing APPROVED; PROCEEDING WITH THE WORK, IF ANY QUESTIONS ARISE BEFORE OR DURING CONSTRUCTION members with OA25G<0.49,the nail spacings shall be reduced to 4 inches o.c. - DRAP✓IN6� PAG AS TO THE INTENT OR DETAILS OF THE DRAWINGS, THE CONTRACTOR SHALL CALL THE 'Tabulated4 inch o.c.nail spacing assumes sheatHng.attache'd to iafter/truss framingmembers with G>_0.49. For framing ARCHITECT, GERACE ARCHITECTURE STUDIO, AT (631) 277-0190 FOR CLARIFICATION AND/OR members with 0.425G<0.49.the nails acin shall be reduced to 3 inches o.c. ' INSTRUCTIONS. IF THE CONTRACTOR FAILS TO FOLLOW THE ABOVE PROCEDURE, HE SHALL - -----•-•- .--__ _ ASSUME ALL RESPONSIBILITY FOR THE CONSEQUENCES OF HIS ACTIONS AND/OR DEICISIONS. 13, THE OWNER SHALL ARRANGE FOR SUPERVISION OF THE CONSTRUCTION WORK TO INSURE -- - - -- COMPLIANCE WITH THE CONTRACT DOCUMENTS, A- 1F�. -_� PROVIDE 9IMP50N 5TRONG-TIE CO. NOTE: PROVIDE SIMP50N STRONG-TIE MODEL #H10 HURRICANE CLIPS AT CO. MODEL #H105 OR (2) H2A TENSION STRAP -SIMP50N EVERY RAFTER TO PLATE HURRICANE CLIPS AT EVERY RAFTER CUT 5TRON6-TIE CO. 0516 AT CONNECTION AT EXTERIOR OF WALL TO PLATE CONNECTION AT EXTERIOR L NGTH SIMPSON FRAMING EVERY RAFTER TO RIDGE USE EVERYY DTHERNAIL HOLE IN A RDW END PLATE M❑DEL# 8d NAILS CONECTION, 52" I-ONG RIDGE WHERE RAFTERS DO NOT ALIGN WITH OF WALL WHERE RAFTERS ALIGN WITH A35F @ 16' D.C. @3' D C, lL ,'o' STUDS (TYPICAL FOR ENTIRE STUDS (TYPI L FOR ENTIRE T❑ PROVIDE THE CODE-REQUIRED MINIMUM LENGTH MINIMUM (16" BEA,RING ON In PROJECT). CENTER-TO-CENTER SPACING FOR NAILS. Q � REVISIONS EACH RAFTER) (12" O.G.) WITH MINIMUM (4) 8d NAILS ROOF RAFTERS AS o IN EACH END. (TYPICAL FOR SIZED IN 00 FLOOR TO FLOOR CONNECTION: } .- ENTIRE PROJECT) y. m ARCHITECTURAL 3 PLANS SIMPSON 5TR01NG TIE CO. J MODEL C520 5iTRAPPING AT 16" CLEAR p- � ��Z O.G. (AT EVERY'STUD TO RIM SPAN _ Q o �o t l o z R J015T TO STUD) WITH MINIMUM OF O v o o M,7 (5) 8d NAILS IN EACH END. 0 (TYPICAL FOR IENTIRE PROJECT). W ° °o Z O ,n w�0ki U' W Vl Dz Z 688o2Fa�°" ° o V1 w �mood20 END s =_"_°"_ Q �o o�o�� w PROVIDE SIMPSON 5TRONG-TIE PROVIDE MINIMUM 7/8' END DISTANCE, LENGTH j 0 o z m$ CO. MODEL #H6 UPLIFT 8d NAILS 4L EQ "" u m°°" ° CONNECTOR AT EVERY TOP @3' D.C. PLATE TO WALL STUD EQUAL NUMBER OF SPECIFIED NAILS IN I- < CONNECTION AT EXTERIOR OF EACH END. is) z o o WALL WHERE RAFTERS DO NOT (L/ IS) o*0 G 0 8 " ALIGN WITH STUDS (TYPICAL FOR LOAD PATH WALL TO FLOOR TO PLYWOOD ATTACHMENT F❑R LOAD PATH U)"°u.� oo RIDGE CONNECTION STRAPPING RAFTER TO TOP PLATE & TOP ENTIRE PROJECT). (L •-� ti�"9 w PLATE T❑ WALL CONNECTION WALL DETAIL WALL T❑ FL❑❑R TO WALL C❑NNECTION �02.PEE =l z yli=oo=°"'°�"' Simpson Strong-Tie FLOOR TO FLOOR CONNECTIONS D W g H W C D 3 6 BOTTOM PLATE TO FOUNDATION CONNECTION °g=g Q SIMPSON STRONG TIE CO, (UNLESS OTHERWISE SPECIFIED BY ENGINEER, •- SIMPSON TWIST STRAP M❑DEL# MTS20 MODEL CS20 STRAPPING AT 16' THOMAS REILLY); PROVIDE 5/8" O X 15" LONG j D.C. (AT EVERY STUD TO RIM ANCHOR BOLTS SPACED AS PER WFGM TABLES r Z cli O JOIST TO STUD) WITH MINIMUM 5.2A d 5.25 AND 6" MINIMUM FROM EACH CORNER, OF (5) 8d NAILS IN EACH SIMPSON COIL STRAP MODEL# CS20 MINIMUM 7" EMBEDMENT. PROVIDE 51MPSON I END, (TYPICAL FOR ENTIRE TYPICAL AT ALL HEADER TO JACK STRONG-TIE CO. MODEL # LBP55/8 BEARING CV v d�j PROJECT), CONNECTI❑NS. PLATE AT EACH ANCHOR BOLT. TABLES 5.2A d c�V 3.28 MAY BE FOUND AT OTHER SHEETS IN THESE Z SIMPSON FRAMING PROVIDE SIMPSON FRAMING DRAWINGS. (TYPICAL FOR ENTIRE PROJECT) PLATE MODEL# PLATES MODEL#A35F ® 16" O.G. ' A35F @ 16' D.C. AT SILL PLATES AND PROVIDE to 51MP50N STRONG TIE MODEL# LTP4 TIE PLATES AT EVERY TRIM 51MF50N HOLDOWN HOOD OR PHD6 WITH J015T TO BOTTOM PLATE 5/8" VIA. THREADED ROD EMBEDED 12 CONNECTION AT 16" O.G. MINIIMUM 1/2" INTO CONCRETE WITH 51MF50N ET (TYPICAL FOR ENTIRE PROJECT). SIMPS❑N (HIGH 5TRENGTH ACRYLIC ADHESIVE). STRAP TIE FOR TEMPERATURES 00 TO 400 USE MODEL# PS418 51MP50N AT (HIGH 5TRENGTH ACRYLIC v p- �'/ ADHESIVE). TYPICAL AT CORNERS OF Ul STRUCTURE, AT ENDS OF SHEARWALLS AND AT WINDOW d DOOR OPENING •• 1 CONNECTIONS. STUD TO BOTTOM PLATE CONNECTION, tu O ALL STRAPPING TO BE INSTALLED OPTION #1. (1) SIMP50N STRONG TIE d ' v � CO. MODEL# T5P STUD PLATE TIE AT o.... m 16' ❑.C. UNLESS OTHERWISE NOTED, EVERY STUD TO PLATE CONINEGTOON A CONTINUOUSLY CONNECTED PATH (TYPICAL FOR ENTIRE PROJEECT) N.MUST BE PROVIDED FROM THE STUD �- TD THE GIRDER BELOW. OPTION #2. 1 1/4" X 16 GAGE STRAP r , ` O (SIMPSON STRONG-TIE MODAL#G516) �-1•--L w WITH MINIMUM 12" BEARING ON EACH l l tLt STUD AND MINIMUM 4-5d NAI1L5 ATEACH STUD 4 SILL CO v WALL TO GIRDER CONNECTION DETAIL WINDOW AND DOOR OPENING CONNECTION DETAIL WRAPPED UNDER 5L NEGTION AND s o JOISTS FLUSH WITH BEAM STUD TO SILL PLATE & SILL PLATE TO FOUNDATION CONNECTION 1.NOTEt THE CONSTRUCTION OF THE STRUCTURE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH CAPABLE OF TRANSFERRING ALL LOADS h FROM THEIR POINT OF ORIGIN THROUGH THE L❑AD-RESISTING ELEMENTS TO THE FOUNDATION, NOTE: ]BLOCKING @ 48' D.C. MAX. IN FIRST SIMPSON TWIST STRAP ITWO FRAMING SPACES AT EACH END, 2, DETAILS INDICATED HEREIN ARE SCHEMATIC IN 1, UNLESS OTHERWISIE NOTED, ALL STOCK MODEL# MTS12 NATURE AND ARE PROVIDED SOLELY TO INDICATE - TYPICAL AT EACH FLOOR FRAMING CONNECTION COMPONENTS AND MODEL NUMBERS FOR NUMBERS REFER TO 'SIMPS❑N STRONG TIE LAPPED JOINT. FLOOR J❑IST VARIOUS CONNECTION CONFIGURATIONS. 5/8 MIN, T & G PLYWOOD CO, CONNECTORS, FLOOR SHEATHING GLUED 3. EVERY SINGLE CDNNECTI❑N CONDITION POSSIBLE 2, FOR PE'.EFARICATE'D CONNECTORS (JOIST SIMPSON STRAP TIE AND SCREWED WITH MAY NOT BE REPRESENTED, IF THE BUILDER MODEL# PS418 STAGGERED JOINTS, HANGERS, HURRICANE TIES, ETC, USE ENCOUNTERS A LOAD PATH CONFIGURATION OR CONDITION THAT IS NOT ADDRESSED THE BUILDER FASTENERS AND QUAINTITIES SPECIFIED BY MUST NOTIFY THE ARCHITECT FOR SPECIFIC DESIGN SIMPSON STRONG-TIE: CO, TO ACHEIVE REQUIREMENT FOR THAT CONDITION, r MAXIMUM RATED STRENGTH OF CONNECTOR. ® 2 by BLOCKING FULL 3, ALL FASTENERS ARE TO BE HOT DIPPED DEPTH OF JOIST W GALVANIZED, STAINLESS STEEL OR ALL STRAPPING TO BE INSTALLED 16' D.C. z nl ❑THERWISE AS MANUIFACTURED BY SUPPLIER ® UNLESS OTHERWISE NOTED to FOR USE IN HARSH SALT WATER EACH WALL STUD SHALL BE CONNECTED TO THE DESIGN PRESSURE ANALYSIS FOR NEW WINDOWS z _ ENVIRONMENT, GIRDER BELOW WITH BY ANY OF THE STRAPS W SHOWN ABOVE. A CONTINUOUSLY CONNECTED DESIGN FACTOR REFERENCE REFERENCE DESCRIPTION VALUE (- 7- PATH MUST BE PROVIDED FROM THE STUD TO THE A GIRDER BELOW, A:WITHIN ONE(1)MILE OF COAST YES lu z V B. ENCLOSED BUILDING 0 to v FLOOR JOISTS LAPPED OVER BEAM DETAIL C.ROOF TYPE FIGURE R301.2(1) COMPONENT AND CLADDING PRESSURE ZONES GABLE =I D.MEAN ROOF HEGHT FIGURE R301.2(1) COMPONENT AND CLADDING PRESSURE ZONES 25'-0" nL S E.EXPOSURE R301.2,1.4 EXPOSURE CATEGORY C w M < F.SMALLEST NEW WINDOW 4.00 SO.FT. G.WINDOWS AT ZONE 4 FIGURE R301.2(1) COMPONENT AND CLADDING ZONES YES {_- w NDTEi ALL TOPPLATE CDNNECTIIDNS NDTEi ENTIRE FOUNDATION SYSTEM AS CEILING AND FLOOR BRACING AT END WALLS DETAIL H.WINDOWS AT ZONE 5 FIGURE R3012(1) COMPONENT AND CLADDING ZONES YES � zO' MUST BE WELDED (AT STEEL GI[RDERS> DESIGNED BY ENGINEER (THOMAS D, J v OR BOLTED TO WOOD GIRDERS WITH REILLY). REFER TO ENGINEER'S i N MINIMUM (4) WO X 6' LONG LAIG DRAWINGS F-1 AND F-2 WHICH TAKE i 1,DESIGN PRESSURES TABLE R301.2(2) COMPONENT AND CLADDING LOADS FOR A BUILDING �-- BOLTS, PRECEDENT TO ANY INFORMATION WITH POSURE C ROOF HEIGHT OF 30 FEET LOCATED IN Qto = z INDICATED HEREIN. ZONE 4 POSITIVE PRESSURE(+)25.9 • ZONE 4 NEGATIVE PRESSURE(-)28.1 (L 10, X 10, X 1/2 BASE PLATE ZONE 5 POSITIVE PRESSURE(+)25.9 ZONE 5 NEGATIVE PRESSURE(-)34.7 O t- •. „ ,.••d• + i 4 o J. 0'M AN ROOF HEIGHT AND ABLE R301.2 (3) TAB E R301.2 HT D (EXPOSURE COEFFICIENTS FOR 1.40 • :.••• .. LT • T -1 In ' ' { RIM J❑IST TO BOTTOM PLATE EXPOSURE'(' V „ CONNECTION PROVIDE (1) •• •.`..,r SIMPSON JOIST HANGER LTP4 AT EVERY RIM JOUST LTP4 v •;' ;•,:.. :. SIMPSON HURRICANE TO BOTTOM PLATE K.WINDOW DESIGN PRESSURES:ROUNDED OFF TO THE NEXT HIGHEST WHOLE INTEGER ,. :.' LU26 @ AT EVERY JOIST (4) 3/4 X 12 •:.' , . 2 -6 X 2 -6 X 1 -0 TIE # H10 AT EVERY CDNNECTI❑N AT 16' D.C, a. ANCHOR BOLT �:.`;•: ��° �' FOOTING RAFTER TO PLATE TO LEDGER CONNECTION, MINIMUM (TYPICAL FOR [ENTIRE (TYPICAL) CONNECTION. PROJECT). ZONE 4: 37 DPI Z 2XI0 LEDGER BOLT TO ZONE 5: 49 DPI SIMPSON POST CAP WALL STUDS WITH MO TKO. AC4 EA, SIDE rp X 3 3�' LONG LAG •` 2010-127 BOLTS @ 16' D.C. ° ° * ALL NEW WINDOWS ARE TO HAVE A DESIGN PRESSURE (DP) RATING OF 49 OR GREATER °A' 12-21-11 FOOTING DETAIL @ STEEL COLUMNS P❑RCH/RAFTER/GIRDER CONNECTION DETAIL RIM JOIST TO ,SILL PLATE CONNECTION A5 NOTED DRAM eY: KRH/TAG cN6uc�v er, PAG MPROVM PAG DR/• o NO. a - 12 4 X••�t