Loading...
HomeMy WebLinkAbout42398-Z Town of Southold 11/28/2018 P.O.Box 1179 53095 Main Rd Southold,New York 11971 C*ON CERTIFICATE OF OCCUPANCY No: 40064 Date: 11/27/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2675 Hobart Rd, Southold SCTM#: 473889 Sec/Block/Lot: 64.-5-32 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/24/2018 pursuant to which Building Permit No. 42398 dated 2/20/2018 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 AND ALTERATIONS INCLUDING FRONT PORCH AND OUTDOOR SHOWER TO AN EXISTING ONE FAMILY DWELLING PER ZBA DECISION#7113, DATED 12-21-2017 AS APPLIED FOR The certificate is issued to Galeotafiore,Durante&Anna of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 18-50962 01-18-2018 PLUMBERS CERTIFICATION DATED 11-26-2018 Ro Hartmann w tho0 Signature rloZN TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY �1 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#: 42398 Date: 2/20/2018 Permission is hereby granted to: Galeotafiore, Durante & Anna 132 Rockaway Ave Garden City, NY 11530 To: construct additions and alterations to existing single-family dwelling as applied for per ZBA approval. At premises located at: 2675 Hobart Rd, Southold SCTM # 473889 Sec/Block/Lot# 64.-5-32 Pursuant to application dated 1/24/2018 and approved by the Building Inspector. To expire on 8/22/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $844.00 CO -ADDITION TO DWELLING $50.00 Total: $894.00 g 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 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. y' • 1 AV�New Construction: Old or Pre-existing Building: (check one) Location of Property: C'J Ouse No. Sti eei Randet ? I Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block Lot 17 Subdivision Filed Map. Lot: Permit No. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate_ Final Certificate: (check one) Fee Submitted: Applic nt Signature Certificate of Compliance CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 CERTIFIES THAT Upon the application of Upon premises owned by Altype Electrical Svc Corp* Danny Galeiotafiore 14 Max Avenue 2675 Hobart Rd Hicksville, NY 11801 Southold, NY 11971 Located at: 2675 Hobart Rd, Southold, NY 11971 Application Number#: 18-50962 Certificate#: 18-50962 Electrical License#: 3556-ME Section: 64 Block: 32 Lot: 05 Building Permit#:42398 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Interior Alterations/ 1 st Floor Bath/Kitchen/Office/2nd Floor 2 Bath/Living Room A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein,was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 18th day of October 2018 Name QTY ARC-Fault- 15 Amp, 120V 4 Switch - 15 Amp, 120V 45 ARC-Fault-20 Amp, 120V 6 Service Disconnect-200 Amp, 240V 1 GFI Receptacle- 15 Amp, 120 V 8 Duplex Receptacle- 15 Amp, 120V 35 AC Blower- 15 Amp, 240V 2 OH Service Feeder-200 Amp, 240V 1 Electrical Inspector: Anthony Giordano ````,a„uwmunn„i T 2 9 2.018 This certificate is not valid unless raised seal is present. VI';ITJ)TNT G 1)PPT. Certificate of Compliance CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ............................................... CERTIFIES THAT Upon the application of Upon premises owned by Altype Electrical Svc Corp' Danny Galeiotafiore 14 Max Avenue 2675 Hobart Rd Hicksville, NY 11801 Southold, NY 11971 Located at: 2675 Hobart Rd, Southold, NY 11971 Application Number#: 18-50962 Certificate#: 18-50962 Electrical License#: 3556-ME Section: 64 Block: 32 Lot: 05 Building Permit#:42398 Name QTY AC Condenser-20 Amp, 240V 2 Combo Smoke& Carbon Detector- 15 Amp, 120V 3 Dimmer- 15 Amp 120V 5 Dishwasher Circuit-20 Amp, 120V 1 Dryer Receptacle/Circuit-30 Amp, 220V 1 Exhaust Fan- 15 Amp, 120V 3 Furnace Circuit/Motors(2)-20 Amp ,120 V 1 Incand. Fixture- 15 Amp, 120V 66 Meter-200 Amp, 240V 1 Paddle Fan- 15 Amp, 120V 4 Smoke Detector- 15 Amp, 120V 2 Electrical Inspector: Anthony Giordano O`�`�•(���GIS/4'i DSD is certificate is not valid unless raised seal is present. D 2018 OCT 2 9 L : "r"n7rro �k .4 .♦5 t n t ,1 3;1-.:( D pF SO!/ryo !o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 � Southold,NY 11971-0959 Z1/4 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: // p?(Gl lxg Building Permit No.__ �37 B Owner• L (Please print) Plumber: &g-r (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ((Plum er ignature) Sworn to before me this Z(v 'jN -40N EP��� col day of l�]OVP,/!►jet , 20� Q 5�� g�2 SO F D Notary Public, �1���(L County DEC 4 )w !' . T qti519 �o�yOF SOUjyO6 # * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ],,p6UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: y �419 Y\ S DATE ANSPECTOR OF SO�j�o6 * # TOWN OF SOUTHOLD BUILDING DEPT. co 76S-1802 ` 765-1802 INSPEC ION [ ] 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) [ ] CODE VIOLATION [ ] CAULKING REMARKS: V Ximb(n, s - OK-, , ) [ j rok DATE INSPECTOR SSOF SOGjy hod o� # TOWN OF SOUTHOLD BUILDING DEPT. u765-1802 INSPEC ION [ ] 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) [ ] CODE VIOLATION [ ] CAULKING REMARKS: o DATE INSPECTOR souryO6 # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [v FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: a o f'00 ioftk DATE INSPECTOR SOUI�o ,0 6 # TOWN OF SOUTHOLD BUILDING DEPT. ux►r � 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Mwl4&wm � r DATE INSPECTOR Victor Cuneo, Architect P.C. 154 Laurel Road East Northport,New York (631) 261- 2744 ` �` � v DD NODI 2 6 "�18 November 21, 2018 Town of Southold TOWN OF SOUTUCL—a Building Department Southold Town Hall, Main Road Southold,NY 11971 Re: Galeotaflore Residence 2675 Hobart Road Southold,NY To the best of my knowledge based on the information given to me , the basement walls of the above referenced project have 2" of closed cell spray foam rated at R-14 and a sprayed on thermal barrier. Attached are photos and certification from Insulation Company. ptFED A q Sineg4Cuneo, OR Cid lco- torchitect $. Victor Cuneo, Architect P.C. 154 Laurel Road East Northport,New York (631) 261-2744 November 21, 2018 Town of Southold Building Department Southold Town Hall, Main Road Southold,NY 11971 Re: Galeotafiore Residence 2675 Hobart Road Southold,NY II i rx. Delfino Insulation Co. Inc. 317 Burman Blvd,Calverton,NY 11933 CERTIFICATE OF INSULATION JOB INFO: EW Schaefer DATE OF INSTALLATION: 06/19/18 2675 Hobart Road Southold, NY 11971 Attic Layin 2x10 Open Flat Ceilings TYPE INCHES R-VALUE TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑ CLOSED CELL FOAM ❑ CLOSED CELL FOAM 0 FIBERGLASS 3.5" R-11 Q FIBERGLASS 10.25" R-30 ❑ CELLULOSE ❑ CELLULOSE Canteliever Exterior Walls/Boxends TYPE INCHES R-VALUE TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑ CLOSED CELL FOAM ❑ CLOSED CELL FOAM Q FIBERGLASS 13" R-38 ❑✓ FIBERGLASS 5.5" R-21 ❑ CELLULOSE ❑ CELLULOSE Cellar Ceiling Cellar Walls/Rim Joist TYPE INCHES R-VALUE TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑ CLOSED CELL FOAM Q CLOSED CELL FOAM 211 R-14 0 FIBERGLASS 6.5" R-19* ❑ FIBERGLASS ❑ CELLULOSE ❑ CELLULOSE 0 FIRE CAULKED TO CODE DATE OF INSTALATION: 06/19/18 ❑ FIRE BLOCKED TO CODE DATE OF INSTALATION: F,� AIR SEAL SUBSTATE TO CODE DATE OF INSTALATION: 06/19/18 ❑ IGNITION BARRIER TO CODE DATE OF INSTALATION: 0 THERMAL BARRIER TO CODE DATE OF INSTALATION: 10/17/18 I Tammy Mazzara certify that the residence referenced above was insulated as per signed proposal by builder/homeowner,and the installation was conducted in conformance to applicable codes and standards and regulations. AUTHORIZED SIGNATURE Home Energy Rating Certificate Property HERS E W Schaefer Contracting Rating Type: Confirmed Certified Energy Rater: Michael Caruso Galeotafiore Rating Date: 2018-11-6 Rating Number: 1964 2675 Hobart Road Registry ID: 897579384 Southold, NY 11971 Estimated Annual Energy Cost Use MMBtu cost Percent HERS Index: 61 Efficient Home Comparison: 39% Better Heating 18.4 $1002 40% General Information Cooling 1.4 $85 3% Conditioned Area 2366 sq. ft. House Type Single-family detached Hot Water 8.2 $298 12% Conditioned Volume 18413 cubic ft. Foundation Conditioned basement Lights/Appliances 20.9 $1075 43% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $65 3% Mechanical Systems Features Total 48.8 $2525 100% Water Heating: Instant water heater, Propane, 0.95 EF, 0.0 Gal. Air-source heat pump: Electric, Htg: 9.0 HSPF. Clg: 17.5 SEER. Crlterla Air-source heat um Electric Ht 9.0 HSPF. Cl 17.5 SEER. This home meets or exceeds the minimum criteria for the following: pump: � g� g� Duct Leakage to Outside 20.00 CFM25. 2015 International Energy Conservation Code Ventilation System Exhaust Only: 100 cfm, 23.2 watts. ECCC New York State 2016 n Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features n ; Ceiling Flat R-41.0 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling NA Window Type U-Value: 0.310, SHGC: 0.300 _ Above Grade Walls R-21.0 Infiltration Htg: 635 Clg: 635 CFM50 �.,,;.�14FOi1i::: - - Foundation Walls R-14.0 etho Blo door Michael Caruso Energy Testing Services LLC. Lights and Appliance Features 1648 Locust Ave Unit A Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Propane Bohemia, NY 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Propane 631-244-2627 Refrigerator (kWh/yr) 673 Clothes Dryer CEF 2.32 Fax# Dishwasher (kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v15.7.1 This information does not constitute any warranty of energy costs or savings. © 1985-2018 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2018 Combustion Safety Testing Form Certified Home Address: 2675 Hobart Road City: Southold Builder Name: E.W. Schaefer Contracting Builder Tracking# Combustion Appliance Zone (CAZ)# 1 of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2018-11-06 Outdoors Temp During Test: 60 of CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Primary: Yes❑✓ No❑ Type: Furnace❑Boiler❑Heat Pumper Other❑ e imp ';' ra ills e: C co'`xi . 1. am= r e. Rating:9.0 N❑P❑O❑E❑✓ N❑N[2m ]S� NSA Pa. Pass❑Fail❑ Pass❑Fail❑ NIA PPM N/A PpM Yes ❑ Tie: Standard Tank❑lndired Tankless ❑ Size: Style Common Vent Primary: No II Instantaneous❑Commercial (See Note 5below) (Gallons) 4 Stand Alone ❑ EF: 95.0 N❑P❑✓ O❑E❑' N❑M❑S❑✓ N/A Pa. Pass❑✓ Fail❑ Pass@Fail❑ N/A PPM N/A PPM Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑✓ No❑ Oven CO a PPM Ambient CO(During Oven CO Testing) o PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 1 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric s Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft testis required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) S Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Caruso Rater Number: 7960376 Rater Signature: Date: 2018-11-06 MARK ' ,. ANTHONY r MARK ANTHONY ARCHITECTS n: rt:r••r��,•. ? Architects and Planners r` 1563 Bellmore Avenue, Bellmore, NY 11710(516)409-1900 o Fax:(516)409-9627 April 30,2018 D Town of Southold V� Building Department MAY — z 2013 Town Hall Annex Building 54375 Route 25 Southold,NY 11971 F, _ - ='• TOWN OF SOUTHOLD Attention: Building Inspector Re: Galeotafiore Residence 2675 Hobart Road Southold,NY 11971 Permit#42398 To whom it may concern: This is to certify that our office was present and has inspected the 8"concrete foundation wall with 20"x12"concrete footing for the front bumpout at the above mentioned property. We attest that the foundation wall and footings are acceptable and meet all applicable state and local codes. I acknowledge that the Town of Southold Building Department is relying on this affidavit to issue a Certificate of Occupancy for the above referenced construction&project. Should you have any additional questions,please feel free to contact this office at 516-409-1900. ED ARC Thank You, Gj thony�lV1 R.A. rk Anthony Architects Architects &Planners yT 031731-1 y0� OF NES / 1 • • • • 1 Ir FOUNDATION (IST) ----------- FOUNDATION 1 WIN ROUGH FRAMING& PLUMBING INSULATION PER N.Y.. STATE ENERGY CODE R1Wmv,rat"TWA, A ►m�T'�'•'�.� �1 ADDITIONAL COMMENTS 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) 765-9502b � Survey South oldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined '201, 20� Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved 20 Mail to: Disapproved a/c on Phone: Expiration '20 D td�Idh tor DD APPLICATION FOR BUILDING PERMIT JAN 2 4 2018 Date , 20 INSTRUCTIONS BUILDING DEPT. T0W1(jg 1WST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signa re of applicant me, if a corporation) T ( ailmg ress of applicant) State whether applicant is owner, l see, agent, archi ct, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on th tax roll or la st ed) If applicant is a corporation, signature of duly authorized officerq aP,� -Ann � (Name and title of corporate offic ) (;CL I e ZT I_ c�, Builders License No. - t A . Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on whic proposed work will bedune: ouse Number Street amlet County Tax Map No. 1000 Section Block �� Lot �Q2 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premise and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy C� 3. Nature of work (check which applicable): New Building Addition ✓ Alteration 1/ Repair Removal Demolition Other Work (Description) 4. Estimated CostFee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor i If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of elxisting( tructures, if any: Front p�� 1 Rear 1 , i1 Depth I Height Number of Stories I Dimensions ofame�structure with alteratio s �r a�eitions: Front Rear Depth__ *,P . Height Number of Stories_�. 8. Dimensions of entire new construction: Front tl Rear l ; >i '` Height 6' -' Number of St ries 2 ' 9. Size of lot:Front- . t Rear �1 Depth 1 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated c� 12. Does proposed construction violate any zo ing law, ordinance or regulation? YES�NO 13. Will lot be re-graded? YES NO Will excess fill be removed fr m remises? YES NO 14. Names of Owner of premise res one No�I 2r; 2 Name of Architect Address �q Name of Contractor -Addres Phone No. ` 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE,REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO _L,/ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFS,Kc� +Itlo,Lrmio—�) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signin contract)above named, (S)He is the PC�,(1� (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said ork and I ba-applicarrol ; that all statements contained in this application are true to the best of his knowledge a performed in the manner set forth in the application filed therewith. A&MlwiiYORKSUFFOLK COUNTY Sworn to before me this LIC.#01DE-�q3�49898 - -e ay day of20 COMM.EXP._1�11�' Notary Public Signature of Applicant { I' BOARD MEMBERS �F S1 53095 Southold Town Hall Leslie Kanes Weisman,Chairperson 0.�� ypl 53095 Main Road•P.O.Box 1179 O Southold,NY 11971-0959 Patricia Acamporat Office Location: Eric Dantes N Town Annex/First Floor,Capital One Bank Gerard P.Goehringer �� 54375 Main Road(at Youngs Avenue) Nicholas Planamento COU Southold,Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 RECEIVED _q SJ41a4fYL FINDINGS,DELIBERATIONS AND DETERMINATIO _,C 2 70. 20" MEETING OF DECEMBER 21,2017 S uthold Town Clerk ZBA FILE: #7113 NAME OF APPLICANT: Durante & Anna Galeotafiore PROPERTY LOCATION: 2675 Hobart Road, Southold,NY 11971 SCTM No. 1000-64-5-32 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type 11 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 September 6, 2017 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: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming, 4,707 square feet residential parcel in the R-40 Zoning District and measures 50 feet fronting on Hobart Road and running 92.36 feet along a residential neighbor to the south, then 50.13 feet north along a second residential neighbor and returning 96.08 feet along a northern lot line along a residential property also owned by the applicant. The lot is improved with a one story wood framed single family residence with concrete front stoop, a rear wood deck and brick patio. A shed and block-paved driveway also appear on the site survey as prepared by Frank Notaro, Registered Architect and dated February 13, 2015, based on information taken from survey prepared by Kenneth Woychuk, Land Surveying, PLLC. BASIS OF APPLICATION: Request for a Variance under Article XXHI, Section 280-124 and the Building Inspector's August 23, 2017 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single-family dwelling; at: 1) less than the code required minimum front yard setback of 35 feet; located at: 2675 Hobart Road, Southold,NY. SCTM#1000-64-5-32. RELIEF REQUESTED: The applicant requests a variance to renovate a one-story, single-family residence into a two-story home, removing a concrete stoop entry and `squaring' off the front fagade by adding 58 square feet consisting of living space and a front yard entry entry porch while maintaining the existing 25 feet front yard setback where the Code requires 35 feet. f Page 2, December 21, 2017 #7113, Galeotafiore SCTM No. 1000-64-5-32 ADDITIONAL INFORMATION: A prior ZBA appeal, #4147, was granted on January 14, 1993 for an `as built' deck addition to the rear of the residence which did not meet the required 35 feet rear-yard setback. Frank Notaro, Registered Architect, spoke on behalf of the applicant at the public hearing and submitted architectural drawings illustrating the current condition and proposed alteration to the residence. During his presentation to the Board,the applicant' architect stated that the rear wood deck and a rear yard accessory shed will remain in place. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on December 7,2017 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law &267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Hobart Road, located in the Founder's Landing neighborhood, is a narrow street running from Main Road to the Peconic Bay and consists predominately of modest waterfront and non-waterfront homes on irregular, non-conforming lots with non-conforming setbacks similar to the applicant's property. A functioning marina and boatyard is immediately opposite the subject property and a public park and beach with a community house, Founder's Landing, is located at the end of Hobart Road along with a public boat ramp. The proposed expansion of the existing house is in keeping with the recently expanded homes directly to the north and west of the subject property in scale, size and setback and is also similar to the majority of renovated homes in the Founder's Landing neighborhood, most of which were built prior to the current Zoning regulations during the early to mid-201h Century. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The existing house was built prior to current zoning with a 25 feet setback and the applicant proposes to maintain this existing condition as part of their renovation. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 28.5% relief from the code. However,the 25 feet front yard setback is pre-existing and the applicant proposes to maintain this existing setback as part of their additions and alterations to their residence,when `squaring off' the house and adding a second story to accommodate additional living space and an entry porch. The footprint of all improvements will modestly increase from 18.5%to 19.7%remaining under the permitted 20% lot coverage. 4. Town Law 4267-b(3)(b)(4): No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law $267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and to enable the applicant to enjoy the benefit of additions and alterations to a single-family residence consisting of increased first floor living space and a porch entry and a second story addition while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. : Page 3, December 21, 2017 #7113, Galeotafiore SCTM No. 1000-64-5-32 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 Planamento, seconded by Member Acampora, and duly carried,to GRANT the variance as applied for, and shown on the site survey prepared by Frank Notaro, Registered Architect dated February 13, 2015, and the Architectural Drawings labeled A-LE, A-D, A-1, and A-2 prepared by Frank Notaro,Registered Architect and dated September 3,2016, and revised August 23, 2017. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes: Members Weisman(Chairperson),Goehringer,Dantes,Planamento, and Acampora. This Resolution was duly adopted(5-0). :4�e— / ,r Leslie Kanes Weisman Chairperson Approved for filing/2/7-Y/2017 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson Ig $o(/jyp53095 Main Road•P.O.Box 1179 !O Southold,NY 11971-0959 Patricia Acamporait Office Location: Eric Dantes Town Annex/First Floor,Capital One Bank Gerard P.Goehringer 0 iQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento Iycom a` Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS MCM0'VF TOWN OF SOUTHOLD D D Tel.(631) 765-1809•Fax(631)765-9064 February 15, 2018 FEB 1 6 2018 Melissa Manna, Esq. BUILDING DEPT. 85 Bayberry Avenue TOWN OF SOUTHOLD Garden City,NY 11530 RE: Request for De Minimus Determination Appeal No. 7113, Galeotafiore 2675 Hobart Road, Southold SCTM No. 1000-64-5-32 Dear Ms. Manna; We are in receipt of your correspondence, dated February 8, 2018, requesting a de minimus determination in the above referenced Zoning Board of Appeals decision. In your letter, you request that rear yard setback relief be granted for the above referenced matter based upon plans submitted and approved by the Zoning Board of Appeals on December 21, 2017. The referenced decision granted your client only front yard setback relief, and you describe a design that maintains the existing rear yard setback, as well as maintains current lot coverage. In addition, you assert that the proposed two story single family dwelling design in not any more non-conforming than the existing one story dwelling. Based upon the information provided, and shown on the site survey,and architectural drawings prepared by Frank Notaro,R.A., approved by the Zoning Board of Appeals on December 21, 2017, I have determined that relief for a rear yard setback of 17.9 feet is de minimus in nature because the proposed additional improvements do not increase the degree of non-conformity. Furthermore, this decision upholds the intent of ZBA Appeal No. 7113. Please be advised that the conditions set forth in Appeal No. 7113 will still apply. Contact our office if you have any further questions or concerns. I will instruct the office to send a copy of this letter and your request to the Building Department. Sin re , eslie K nes Weisman Chairperson cc: Michael Verity, Chief Building Inspector i Melissa Manna, Esq. 85 Bayberry Avenue Garden City, New York 11530 (516) 610-5532 Melissa.Manna2@gmail.com February 8, 2018 Zoning Board of Appeals Southold Town Hall 53095 Main Road Southold, New York 11971 Re: 2675 Hobart Road, Southold, New York 11971 ZBA file number 7113 SCTM number 1000-64-5-32 Dear Members Zoning Board of Appeals: I am writing on behalf of Durante and Anna Galeotafiore, owners of the premises 2675 Hobart Road, Southold, New York. Mr. and Mrs. Galeotafiore retained the services of architect, Frank Notaro, for the purposes of preparation and submission of plans relating to the subject premises. Those plans were submitted and approved by the Zoning Board of Appeals on December 22, 2017. At this point in time, I am respectfully writing to request rear yard setback relief based on the plans that were submitted and approved by the Zoning Board of Appeals. The proposed design does and will maintain the existing setback of the building and does and will maintain the current lot coverage. The proposed design is not any more non- conforming than the original building. The design is de minimis in nature as the addition/alteration does not increase the degree of nonconformity relating to the property. Thank you for your consideration of the foregoing. Please feel free to contact me with any questions and/or concerns. Res e'4ully, G�� t Melissa Manna 4" Scot-t- A. Russell �� �� SSC' 0 lK SUPERVISOR 0 MA NA(G►)E MUENT SOUTHOLD TOWN HALL-P.O.Box 1179 Q 53095 Main Road-SOUTHOLD,NEW YORK 11971 'lly�O - Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT-WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) -- --- -- - - -- -- DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (cHECX ALL THAT APPLY Yes No E] A. Clearing, grubbing, grading or stripping of land which affects-more than 5,000 square feet of ground surface. ❑ . Excavation or f filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D_ Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ . Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑ . Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, ignature,-Contact-InfoFination,-Date-&-County-Tax-Map-Number,► Chapter—3. oes-not_apply to-yAtu pug if you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. S.C.T.M. '�: 1000 Date. APPLICANT: (Property owner,Design Professional,Agent,Contractor,Other) District NAME: , 1 ' � I >�1� � Section Block Lot ' ICOR Bli1Lf�1NU DEP:�i?� 'I'i=!V I ll �i\L` Contact Informatiorr Reviewed By: Date: Property Address / Location of' Construction Work — — — — — — — — — — — — — — — — — El Approved for processing Building Permit — — — �P Stormwater Management Control Plan Not Required ❑ Stormwater Management Control Plan a Required. (Forward to Engineering Department for Review) FORM SMCP - TOS MAY 2014 ©�S�EFot,��oG Town Hall Annex may+ y Telephone(631)765-1802 54375 Main Road Fax(631) 765-9502 P. O_. Box 1179 -- • BUILDING-DEPARTMENT - NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION �j � Date: • Il/ Owner: A 4- Location of Properly: ��� Please take notice that the (check applicable.line): New commercial or.residentiM structure Addition to existing commercial or residential structure Rehabilitation to:an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction v J Timber construction (TC) in the following location(s) (check applirahle line)z — -- -- tol Floor framing, including girders and beams (F�, y1 Roof framing (R) G�✓ Floor and roof framing (FR)C'�� Signature: Name (personsbmitting this form Capacity(check applicable line): Owner Owner representative TrussRegl5.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE RED REFLECTIVE WHITE PANTONE #187 1/2'3 The construction type STROKE designation shall be 661911 0611919 46111"9 qV11or i6vil to indicate the construction classification of the structure under DESIGNATION FOR STRUCTURAL section 602 of the BCNYS COMPONENTS THAT ARE OF TRUSS TYPE CONSTRUCTION ■ &&F33 FLOOR FRAMING, INCLUDING ■ ■ GIRDERS AND BEAMS ROOF FRAMING 6LFR" FLOOR AND ROOF FRAMING STANDARDS AND CODES SITE SURVEY MAP OF PROPERTY N SITUATE: "MAP OF FOUNDERS ESTATES, INC. " �oP TOWN OF: SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. MAP— 1000 — 64 — 05 — 32 CERTIFIED TO: D URANTE CALEO TAFIORE; ANNA CALEO TAFIORE �Q SURVEYED 02/13/2015 OR AREA: 4,707.00 SQ. FT. OR 0. 11 ACRES a SCALE 1 " = 20 ' 000 INFORMATION TAKEN FROM SURVEY PREPARED BY KENNETH WOYCHUK LAND SURVEYING, PLLC. !C O.O. BOX 153, AQUEBOGUE, L.I., N.Y. 11931 (631) 298-1588 r M.H. "� pF Fp ro SITE DATA: O 'o M.H. TOTAL LOT AREA= 4,707.00 SO.FT. O O� AREA OF EXISTING HOUSE & WD. DECK = 868.00 SQ.FT. AREA OF EXISTING SHED = 72 SQ.FT. AREA OF PROPOSED HOUSE, WD. DECK & COVERED PORCH = 926.0 SQ.FT. ,��5'9oAoi1 NUMBER OF EXISTING BEDROOMS: 2 500. �`�' A9 8r. 9�poq� NUMBER OF PROPOSED BEDROOMS: 2 rye. O 4SOgOA ti PERCENTAGE LOT COVERAGE: 18.5% EXISTING SSA aP �;°90 h 19.7% PROPOSED y �O� rylT �Sro '90p9� 9�9�Oq NOTE: EXISTING SEPTIC IS 10,, ryy. sro�ts�°�F 2- 4' DEEP X 8' DIA. RINGS °oA 0 SEPTIC INFORMATION IS AS PER OTHERS AND AS SUCH IS NOT GUARANTEED Ki H ' ,77 NOTE: U CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELDCONDITIONS, CLIENT, GENERAL uu W CONTRACTOR WHICH D FDFERR FROM THE 1� Z CONSTRUCT. DRAWINGS/SPECIFICATIONS. 0 O z 110 M--�i � Uz 06 F 000 N z Ln a U � ------ c� N = 00 I PROV. CONT. 2" X 8" RIM BOARD U O N — — — I (CONT,) (TYP. NEW FDN. AREAS) �� a I PROV. SHEAR WALL HOLD-DOWNS \` M ---------------- ---- -- ---------- - -� FROM THESE LOCATIONS TO \�� \\ �" CORNER. REF. TYP. DETAIL D-11, \ \\\ -- --- --- -- L - - - - - -- --- -- - -- -- - DVy PICALAv G \ \ G. -6 QRNERS) \\ \\ EXIST. GIRDER TO REMAIN. CH CK I I INTEGRITY & RE-INFORCE AS REQ'D. \\\\\\ REPLACE AREAS AS REQ'D. PROV. r -- -- -- -- -- - - 1 3/4" X 7 1/2" GPLAM LVL'S TO \ma L J BOTH SIDES OF EX. GIRDER. TO \\ REINFORCE EX. GIRDER ASSEMBLY. CONTINUOUS AND THRU BOLTED. \\ I ci ci � v � ci I ( ) \\\ f0Z Z t0Z f0Z `0Z `0Z ro '0 PROV. 2 - 1 3/4"X 7 1 G.P. M F I= �- T F {F rF �� �� LVL (CUT TO 7 1/2") UNDER ALL f� u: cn m w w Z 57PARTITION ABOVE. BLK. AS REQ'D w w w w (TYPICAL ALL F.F. DECK AREAS). lL.. fL�. IL�. li... IL�. lL... LL.V \' ' ) ro b ro m io to i x x x x x x x I NEW 2"X 8" F.J. TO MATCH EXIST. N N N N N N N FIRST FLOOR HEIGHT. (IYP.) ► , I I i I _ Z Q Q d 0— W - . - W W . Z U) -- N LL ll� 0 — x — x r N r _ Z �� O L -- �a — -- -- -- -- -- a — L _ - I I I ; � I ' I W --------- - - W ----- — — -- — — — — ---- -- — — J r---, o z _ J I I 06 PROV. 2 - 1 3/4" X 7 1/21' G.P. LAM _ ---- ------------------ — ____—_ ---J----J I I LVL (CUT TO 7 1/2") UNDER ALL J Z PARTITION ABOVE. ELK. AS REQ'D O W (TYPICAL ALL F.F. DECK AREAS). T Lu rrQ FIRST FLOOR DECK FRAMING PLAN W o J0Q THIS DRAWJNG IS FOR REFERENCE ONLY • Q ONLY& IS NOT INTENDED TO BE SCALED. W Q J NOTE: 0 0 l/ 90 0 BEARING POINT LOAD0 T �,+DICATES S LOAD MUST BE TRANSFERED IY /ADEQUATE VERTICAL BRACING. J O EXIST. BASEMENT"BILCO" DOOR TO REMAIN. r PROV. 5/8" F.C. GYP. BD. CEILING ALIGN NEW FOUNDATION W EX. OVER BOILER PER N.Y.S. CODE. FDN. PROV. 3 - #5 REBAR ALONG �_ _ CONNECTION. (TYP. ALL AREAS) PROV. DBL. 2" X 6"ACQ. SILL PL. r I ---�" 1-11 n WITH TERMITE SHIELD FIBROUS i 5 INSULATION (TYP. NEW FDNS.) 2-0 W. X 2-0 W. X 1 D. P. CONC. — i II i i / /� I I �\'::.,\ (V.I.F.) COL. TO FOOTING/GIRDER G RDER ABOVE. I —I / F \ �— —\ 8' P. CONC. FOUNDATION WALL 1 II I II 1 FTG. BOLT 41' -- -- ------- WITH 1'-6" W. X 1'-O" D. P. CONC. COL. HEIGHT T.B.D. (TYP. 2 FTG.) ;• ;:: I FOOTING (CONT.) W/W.W.M. IN — — — — ' WALL AND FOOTING. (6' WALL ------------ ----- -- -------------------- ------------ -� (V..F•) 36" BELOW FIN. GRADE (TYPICAL) I LINE OF EXTG. DECK ABOVE P. __ __ _ PROV. 3 #5 TIE RODS I EXIS p FOUNDATION WALL. (ALIGN) J O cc0 --- -J I I ALIGN NEW FOUNDATION W EX. 2U 48"A.F.F. I I-W I I \ FDN. PROV. 3 - #5 REBAR ALONG I I � I I I I ® ASEMEN? I I CONNECTION. (TYP. ALL AREAS) �� t I .,r� H sD L 1( 3" P. CONC. SLAB - PROV. W.W.M. 1 � j 1 O_� I I (EXISTING) ! � 05 I I I I I IN SLAB OVER TAMPED GRAVEL BASE (TYPICAL ALL AREAS) p EXIST. FOUNDATION FOOTINGS I I F.C.U.#1B �� B---- -- 8—_____— —' B I I+j i \w; ^, ' j j WQ & SLAB TO REMAIN U.O.N. I I 1 i / I EXIST. FOUNDATION FOOTINGS � D I I & SLAB TO REMAIN U.O.N. LQ ALIGN NEW FOUNDATION W EX. FDN. PROV. 3 - #5 REBAR ALONG W Q T Tr" 1. — '.....'� I — — — — — w• s '. ;1 — 1 r'.''+• ..� — — — _ I'':' I I CONNECTION. (TYP. ALL AREAS) �� , , MV:�s m \ I t'':.•is `I t:•,'':,i 1 L:i.•"a:: I 00 UJI Q I IL SC \\\ , I I THRU BL. SILL LATE EMBEDDED U r '- U I U INTO CONC. 6 NO MORE THAN 3' O r a T \ / — B — --- — B �/ I W INTERSECTIONS.IROVL3" QUARE PLATE W ' WASH./DRYER ,1B ����\_��%' --___-j I I WASHERS ALL BOLTS. (TYP. ALL). ca Q I 1 4.. 17'-1 " - ��-12' r----------------- 3" P CONC SLAB - PROV W.W.M. [0 N 0] IN SLAB OVER TAMPED GRAVEL p p i — C 1 I '_ BASE (TYPICAL ALL AREAS) J J J Eiiii L-------------48"A.F_F• ----------- — I: I ��,• 1 I I I I rs �% s ��.�r�.; `Z "Fr 81-411 I II I II 1 r.. (V.I.F.) (V. .F.) I P I I I I FTG. OLT 4 AW. XSTRUCT. SOTLC. f" F �r,�mU (p (n (q 3 48"A.F.F. I + `y' ''- 0_ 0_ 0_ 0 W_ \ F __ COL. TO FOOTING/GIRDER ABOVE. i; QOMPRE99OR COMPRESSOR --J COL. HEIGHT T.B.D. (TYP. 4 FTGS.) *1 #z I Ir ' �. 'rT`: p p p 0 ---- ------------------ J-- c D D D D jr O LI)LL LJ)LL C0 0 ALIGN NEW FOUNDATION W EX. PROV. P. CONIC. WINDOW-WELL FDN. PROV. 3 - #5 REBAR ALONG � N N TO 1' BELOW WINDOW BOTTOM, CONNECTION. (TYP. ALL AREAS) U) W/GRAVEL FILLED (3 REQUIRED) FOUNDATION PLAN SCALE: PROV. 2' X 2' X TD. P. CONC. FTG. l/4"=1'0" (TYP. TWO INTERIOR FOOTINGS) PROV. 4 " DIA. STRUCT. STL. COL. BOLT TO FTG. &GIRDER/BEAMS REFERENCE NOTES : REFERENCE NOTES . NOTE: OFFICE SET DWG. NAME: ABOVE (TYPICAL 6 LOCATIONS) �40ICATES BEARING POINT LOAD FOUNDATION/ PROV. 3" SOLID GALV. DUCT W/SCREEN TO OUTSIDE FOR DRYER REF."D' 200 A. ELECTRICAL PANEL& UNDERGROUND SERVICE. INCL. IS LOAD MUST BE TRANSFERED 1 . 1 9. 1 8 1 ST FL. DECK VENT. CABLE T.V., PHONE IN MIN. 3" DIA, WATERPROOF CONDUIT. /ADEQUATE VERTICAL BRACING. FRAMING PLAN PROV. 3"THICK P. CONCRETE SLAB FOR 2 COMPRESSORS. SIZE, PROV. METER STAND AT ENTRANCE TO BUILDING PROPERTY. APPROX. 4' X 8' (ACTUAL SIZE AS REQUIRED). NOTE: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE DWG. NO.: R® PROVIDE PINE RISERS/RUNS BASEMENT STAIR WITH FORMED CONTRACTOR TO NOTIFY THE ARCHITECT &ARE THE PROPERTY OF THE ARCHITECT. NO HANDRAIL. OF ANY AND ALL REVISIONS DUE TO FIELD REVISIONS,CHANGES&OR MODIFICATIONS CONDITIONS, CLIENT,AND OR GENERAL SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION A-0 CONTRACTOR WHICH DIFFER FROM THE BY THE ARCHITECT.ANY REPRODUCTION IN PART CONSTRUCT. DRAWINGS/SPECIFICATIONS. OR WHOLE IS STRICTLY PROHIBITED BY LAW. (Ad DRAWING LISTW � U W � 5 A-D DEMOLITION PLANS & ELEVATIONS ' w z REMOVE TOP OF EXIST. CHIMNEY A-0 FOUNDATION/DECK FRAMING PLAN o & FOR NEW CHIMNEY EXTENSION. � \ _ A-1 FIRST & SECOND FLOOR PLANS REMOVE EXIST. ROOF SHINGLESROOF , COLLAR TIES, eq �Iz LIQ &ALLLGYP.rERBDSCEILING. (TYP. ALL) A-1 . 1 2ND. FL. DECK/ROOF FRAME. PLAN O A-2 PROPOSED ELEVATIONS z z _______________________________�_____________________� A-3 BUILDING SECTION " o I------------+------------- -_-_-_-_-_-_-_-_-_-_-_-_-_---_-_-_-_-_-_-_-_-_-_-_-_-_-_-_--_-_-_-_-I------ -__� >. 00 -_� ', ,, A-5 ENERGY NOTES & CALCULATIONS _______ ------------------------------------_�____________________- -� 0:) , z 3 00 _ _____________________ ________________ ____ _ A-6 NAILING SCHED. & PLUMB. RISER C--_-_�______�________ _______ ________=________=====1=====_____________-_-_ � ' --JE=- L__� . I----- ------ i------_-_-_-_-_-_ -_-_-_-_-__--_-_-_-_-_-_-_-_------------------------~-------------- -----� _ >'>'��''>''/-- LTJ---\� �\� _ __ - ---- / , i i / c--------- > _ --I / / i / .. C====-____________________ ________________-_--__________--_--__=_=_1=====________________= t-====______-- / , > / ---------------> / t --I---------------------- -i / / i i / i / / �� c C=== ____________ ________________________-_________- --------------------_ -_-_---__-----� ,/ / �// / F--------------- / �� � fJ, I----- ------ ct -t-------------- -------------------------------------I---------------------- --_-_---==--f- / , �/ ----- ------------------ ---------------------------- ------------------------ - / i / --------------- -------------- I----- ------ I-------------- ----------------------------- I----------------------�_----------�� / / i// / i / / _ - ----------- / i / i / / i �� U en cq ---- ------ ------------ ________________________________====-1=====________________= t====-__-=-=�=1 / i i / ---------- / / ------------- � - =-===== ============___________________==_=======_=_________======= ==z=YY��_ � r' 'rr ----------- ---------------�� c •� . o� I '�'� ` --- =�_=m ------------------ --------------------- ----- -------- - -- - \\ 000 ==-----= - ________- ---- - -----------�-_ ----- - ------ 6 ----- ----- �_ ____=---- - _ ----- ------- ---r===-- _ --- _ I ----------- ---------------------- --- -- -- �__��__� - --rte_____-__@�_� €-- -�-- -��------ ------ --------- ---� rr=—�F------ �1 1 -------- �----� ll ---- T I ---L----------- rn Jlli--==�1 ---I--- �-. �� II IIII II ---�------� I r -I r-----a I ` U N F �I�---I-- ��f �lll----- -----((f )))) -------IIII III III IIIL----- I �I IL------ I III III 1 1----- III I I I I r---1 II IIII II r-1 r� ---- I I I I I I tx II ER 111 ER ER IIII ER III II ER IIII-- r----- II II rt JII II(-------I I III I 1 I ---I------------�---- I� -IIII 111 ---IIOJJ ------�Iil O III V� O IIII -----+----- Ilii IIII ER iif�------4-4ii 1 1 1 i illr------yl r--- I -----�liil lil ER lily---Ir------------I�---! � ¢ \a � _ _____________ _____ ______ DEMOLITION LEGEND ir I 711L___JII IIL-__Jllr IIII IIII Ilir I I I I EXIST. DEC RAILING TO REMAIN. rt �11 I I I O i I -- Illjl� 1�--� ------- -------------�III�---jll III--- rll�----- ----- ��L==IL= ------ I _ IIIL JIII ---4------I Inl 111 III I ---I------------L---� \c\\�\\'.. ___ REMOVE EX. DECKING & PROVIDE \ \\ � -� �� �� �� � ---�------1111 III 1111----�-----------I -i \ r-- IIII III t I I I 1111- I T III ER III NEW 5/4 X 6 W. IPE IRONWOOD' I > --- \\\\ \ J L_- ___________JII II ii --_-_ , EXISTING EXTERIOR/INTERIOR WALLS TO REMAIN. -- I I ------- - IIII III III IIIIT---------------------- -Ti r p�- DECKING. CUT AREA FOR NEW ----------- -I \\\ \\� 1_ _J ------t---------------------- I I Ill 1 III - STRUCT. COL./FOOTING. -----------*I ---J ---- \\\����.\\ \\\\\ ------ ------------L _�11L==-�J 1 EXISTING EXTERIOR/INTERIOR WALLS TO BE REMOVED. PROVIDE ALL � ° L------------ ------- -------------------------------4---------------------- IIIIIIII - ----------- �---- I I _j_ I p, \ . \ NECESSARY TEMPORARY SHORING AND PROTECTION. � \�� � \\ --------------------- II II IIIL_ -----------1--- \\ r___~--------r------- I I III LJ LJ Ill--- I 1 Ex EXISTING EXTERIOR/INTERIOR DOORS TO REMAIN. \ �\ .�\r------------t ------- ------------------------------ ---------------------- ---------- -i I III 41 I T EXISTING EXTERIOR/INTERIOR DOORS TO BE REMOVED. \ \\\ ------------ ------- -- -- ------------------------ ------------ ------- ---------------------I---------------------- I --------- I --- ---------- CHECK WITH OWNER IF ANY ARE TO BE SAVED. EXISTING EXTERIOR/INTERIOR WINDOWS TO REMAIN. \��RN1 ER EXISTING EXTERIOR/INTERIOR WINDOWS TO BE REMOVED. CHECK WITH OWNER IF ANY ARE TO BE SAVED. CV] EXISTING WOOD FLOOR TO REMAIN. PROTECT AS REQUIRED. W WEST ELEVATION SOUTH ELEVATION =X. 19DI REMOVE EXISTING 3/4"THK. WOOD FLOOR U EXISTING EXISTING = EXISTING FLOOR TILE TO REMAIN. PROTECT AS REQUIRED. C � REMOVE EXISTING CERAMIC TILE FLOOR CC�r7 REMOVE EXISTING CARPET/FOAM PADDING -- -- Y _ _ CONTRACTOR NOTEScf) 0 ---------------___________________________ -----:::-=:----= ____________� REMOVE EXIST,. ROOF SHINGLES O 0 _-t===_=--------------------------------=______ ___ _ _ __===_=J ROOF RAFTERS, COLLAR TIES, C-------------------- -________---------_____---------------------------- &ALL GYP. BD. CEILING. P. ALL ,> / �� > I --------------------- - ------------ -------- / , AFTER DEMOLITION THE CONTRACTOR WILL INSPECT THE EXISTING — I __________________=_= ___________________________________________==_T_=======___—� REMOVE ALL EXIST. EXTENSION //�/�s_Z��\�� STRUCTURE & NOTIFY THE ARCHITECT OF ANY FIELD CONDITIONS & OR Lj W _______ _ ------------- ADDITION: ROOF, STUDS, FLOOR i / DAMAGE TO THE EXISTING STRUCTURE; 0 Z --------------------------------------------------------�_____-- JOISTS, FLR. SHEATHING & PLATES 1. ORIENTATION OF EX. FLOOR, CEILING, OR ROOF JOISTS THAT DIFFER Q _ _ ________ ----- --- ----------- / / ------_------- _� =r =___________________________________________-_________±___-______ t-� PREPARE FOR INEW FLOOR JOISTS. / / �� FROM THE CONSTRUCTION PLANS. ------------------- --------------------------- L-------------- ____----_--_--------_------_-------______ -----_---- , / �_ 2. ROTTED OR CRACKED EX. FLOOR, CEILING, ROOF JOISTS,WOOD STUDS, 06 C___________________________________ _ _________------_____________-------___________________�__________�� , /� ,>,���� OR SHEATHING. A DETERMINATION WILL BE MADE AS TO THEIR REPAIR OR --- - - - ---- ------------ --- ----------� / , / ������ REPLACEMENT. _____________� =L=====_____ ____ __________________________ _-______±__________ =1 /�,� �' ----- ------- y �''�---�=��������\�� 3. EXISTING STRUCTURAL COLUMNS THAT DIFFER FROM THE PLAN. 1- +- ---------' -'-------- --------- ------ ------- _+--------- +� >, , DISCARD ALL ASBESTOS PER NEW YORK STATE REGULATIONS. O W------------- ------------------------------------------------- ---------- -- / / �- =I --------------------------------------------------- �________ --I-� / - ----------------------------- - ------------------------------- ........C--===--____________________________ - _ �_______________� ---------------/ ______ -� ----- _ __-___------_-__--__----_____----_-- -----------_--__ _ (�- , �- - _- _- _------- �� - i!t---------r===-�--------------------- ----_--- �_-----_- --- - - - --- -=___----� ___- T _ - _ 1 r= CONTRACTOR TO NOTIFY THE ARCHITECTOF ANY AND ALL W CONTRACTOR WHICH CO ITIONS, CLIENT,ANDIFFER ON F ORNS D DUE TO OR GENERAL OM THE FIELD R' CONSTRUCT. DRAWINGS/SPECIFICATIONS. ? z O z 1U M--�1 � U o O00 ` Z00 3 � ry a U ct � w ------i 1"� U M cO1v PROV. CONT. 2"X 8" RIM BOARD \ x I I (CONT.) (TYP. NEW FDN. AREAS) \ 000 rn U cy ------ --------- --_------ - PROV. SHEAR WALL HOLD-DOWNS Q M ---- -- - � FROM THESE LOCATIONS TO � ' DWG. A-6 (TYPICAL ALL CORNER � — — I I I . REF. TYP. DETAIL D 11, p: :I ----- - L------ - \0�. �\ �� O z I 18 EXIST. GIRDER TO REMAIN. CHECK �\\ INTEGRITY& RE-INF R \"� \\\ REPLACE AREAS AS RE EAS REQ D. \\ \\ REQUIRED. \e go\\ J U U U U U \ a\\\\\ U U U I \ � .\ 0, 0 0 0„ 0„ 0 0 0 �\ 51 (p0 f00 f00 0 PROV. 2 - 1 3 4 X 7 1 2 G.P. LAM \� `0Z �Z io \ \\ - - - - - - \\�\\\ N N LVL (CUT TO 7 1/2 ) UNDER ALL \,\ \\ I I ?� HX H� �� �X �� �Z �? I PARTITION ABOVE. BLK. AS REQ'D \\��\\ (TYPICAL ALL F.F. DECK AREAS). X X X X X X W X x x x x x x x I NEW 2" X 8" F.J. TO MATCH EXIST. tv tv tv iv fV N tv N FIRST FLOOR HEIGHT. (TYP.) I U U 0Z U �� -----------J f0Z �1 W - - I �J I `�z N I W J (� N 00 X -- -- – -- -- -- X r — N - = Q Y 0J N 0J �-- --------------I L -- a - - I -- -- -- -- -- �a --I I I I L -- - I �------ - - -- - - - -- - -- -- - I J Z PROV. 2 - 1 3/4" X 7 1/2" G.P. LAM L I Q LVL (CUT TO 7 1/2") UNDER ALL L-- J PARTITION ABOVE. BLK. AS REQ'D 06 (TYPICAL ALL F.F. DECK AREAS). Z ° WW FIRST FLOOR DECD FRAMING PLAN QT rrro Lij THIS DRAWING IS FOR REFERENCE ONLY .J0 ONLY& IS NOT INTENDED TO BE SCALED. Q Quj NOTE: LL Q O � ICATES BEARING POINT LOAD 0 /1 Q IS LOAD MUST BE TRIANSFERED ` /ADEQUATE VERTICAIL BRACING. Q EXIST. BASEMENT"BILCO" DOOR O TO REMAIN. PROV. 5/8" F.C. GYP. BD. CEILING 0 --- OVER BOILER PER N.Y.S. CODE. ALIGN NEW FOUNDATION W EX. W FDN. PROV. 3 - #5 REBAR ALONG CIONNECTION. (TYP. ALL AREAS) _ — — ---- __ LL PL. 5j�-1 1 �I WITOH TERMITE SHIELD FIBROUS 2'-0"W. X 2'-0"W. X VD. P. CONC. — — I _- V.I.F. INSULATION (TYP. NEW FDNS.) FTG. BOLT 4" DIA. STRUCT. STL. I I I I I I ___ % �� \_� 'I .\�________ __ _ 8" P. CONC. FOUNDATION WALL COL. TO FOOTING/GIRDER ABOVE. — — I I _ -``---- -- WITH V-6"W. X V-OI' D. P. CONC. COL. HEIGHT T.B.D. (TYP. 4 FTGS.) — — I FOOTING (CONT.) W/W.W.M. IN F — _- I r--- ----------c sC - ----------------------T--I F------ -� 36ABELOW FILL AND ON�GRADE6 PICALLINE OF EXTG. DECK ABOVE P. — IBOILER SW. ) I 48"A.F.F• DoER'ov ' ' ' roaoFSTaRI I ---- --_ V.l.F. ' OAS FIRED WALL PROV. 3 #5 TIE RODS INTO EXIST. UNT,DIREDTSS I I FOUNDATION WALL. LIG (A N) OR O'V DE° L__-___ _____� I ALIGN NEW FOUNDATION W EX. 48"A.F.F. FDN. PROV. 3 - #5 REBAR ALONG CONNECTION. (TYP. ALL AREAS) I I I I 3" P. CONC. SLAB - PROV. W.W.M. I I I I IN SLAB OVER TAMPED GRAVEL BASE (TYPICAL ALL AREAS) I F.C.U. - ' -- � --EXIST. FOUNDATION FOOTINGS I JB- - JB-- JB I & SLAB TO REMAIN U.O.N. I I / I EXIST. FOUNDATION FOOTINGS I I IFIE3ASEMENTIn _ I &SLAB TO REMAIN U.0.N. � I (EXISTING) '� / �� I I ALIGN NEW FOUNDATION W EX. -= NG ---=-- — I I CONNECTION. (TYP. ALL AREOAS) — — — — — — — — — — — — — — — — -- — — — — — — — I I Q I Q P - 13'-7"- 71-21' I PROV. 5/8" DIA. X 10" L. STL. BOLTS 0 J sc I - • THRU DBL. SILL PLATE EMBEDDED W U ---------- I U INTO CONC. @ NO MORE THAN 3' W L — — B ------ --- _ _ � O.C. &6" - 12" FROM ALL PLATE D ' - ----- WASHJDRYER -- JB _--- a I ''. W INTERSECTIONS. PROV. 3" SQUARE ([� I r--_____------i ®A I I (n WASHERS ALL BOLTS. (TYP. ALL). ` I I , „ I I 1 -4 ---------- %p., 3" P. CONC. SLAB - PROV. W.W.M. D 0 'T r? I I IN SLAB OVER TAMPED GRAVEL N I I r ; • ;1— — ._ _ — — — — — G:• ;1 I _J BASE (TYPICAL ALL AREAS) Q Q O I r I 48"A.F.F. ,; l I I I j 0 0 0 I L-------------- - ----------- - ;..... I L-< i:7 I I I I $I-41I , n 2'-0"W. X 2'-0" W. X 1' D. P. CONC. I I 4-1 FTG. BOLT 4" DIA. STRUCT. STL. ] ____ "• _ I I i�R. I I I I �/,�•F. COL. TOFOOTING/GIRDER ABOVE. W H H ~ F I IS1 48"A.F.F. I I I I COL. HEIGHT T.B.D. (TYP. 4 FTGS.) I L ----- – – -- – – – – – -- ----- -- --- –� I I I r;- 0 0 0 I+`.. ,. PROV. P. CONC. WINDOW-WELL ��--�' ---- ------------------ -- -- --- --. J---- L rK� H- H- F-- I - .. 1 TO 1' BELOW WINDOW BOTTOM, 1 F I dtr p W p�j O�j D m W/GRAVEL FILLED (3 REQUIRED) �� __�, �/ — CZ D j EE cr 0� I i (n U) w U) LO I I LO LLcr LL ALIGN NEW FOUNDATION W EX. - ` FDN. PROV. 3 - #5 REBAR ALONG ` 1 r w FOUNDATIONPLAN CONNECTION. (TYP. ALL AREAS) �'� 1 2 O� D N r N SCALE: REFERENCE NOTES : NOTE: OFFICE SET 1/411=1'0DWG " PROV. 2'X 2'X 1' D. P. CONC. FTG. ICATES BEARING POINT LOAD pp . NAME: (TYP. TWO INTERIOR FOOTINGS) IS LOAD MUST BE TRANSFERED 1 . 19. 1C71 PROV. 4 " DIA. STRUCT. STL. COL. REF "A" PROV. 3" SOLID GALV. DUCT W/SCREEN TO OUTSIDE FOR DRYER /ADEQUATE VERTICAL BRACING. FOUNDATION/ BOLT TO FTG. & GIRDER/BEAMS VENT. ABOVE (TYPICAL 10 LOCATIONS) 1 ST FL. DECK NOTE: FRAMING PLAN PROPERTY&ARE THE CONTRACTOR TO NOTIFY THE ARCHITECT THESE DRAWINGS ARE INSTRUMENTS ARCHITECT. O SERVICE OF ANY AND ALL REVISIONS DUE TO FIELD REVISIONS CHANGES&OR MODIFICATIONS CONDITIONS, CLIENT,AND OR GENERAL SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION DWG. NO.: CONTRACTOR WHICH DIFFER FROM THE BY THE ARCHITECT.ANY REPRODUCTION IN PART CONSTRUCT. DRAWINGS/SPECIFICATIONS. OR WHOLE IS STRICTLY PROHIBITED BY LAW. A-0 NOTE: GENERAL NOTES ELECTRICAL LEGEND CONTRACTOR TO NOTIFY THE ARCHITECT EXTEND EXIST. CHIMNEY BLOCK OF ANY AND ALL REVISIONS DUE TO FIELD � U FLUES & BRICK UP APPROX. 10'-6" CONDITIONS, CLIENT,AND OR GENERAL W 1. ALL WORK PERFORMED SHALL BE 30" H 2 - 30" HIN COMPLIANCE WITH ALL FEDERAL, NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES & H. . CONC. TAPERED CAP & CONTRACTOR WHICH DIFFER FROM THE STATE & LOCAL BUILDING CODES AND ORDINANCES. REGULATIONS OF THE N.Y.B.F.U. AND A CERTIFICATE FROM THE N.Y.B.F.U. H. CLAY DECORATIVE TOP CONSTRUCT. DRAWINGS/SPECIFICATIONS. IS TO BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. FLUE CAP W/MECH. DAMPER. 2. BEFORE COMMENCEMENT OF WORK, THE GENERAL CONTRACTOR REF. NORTH ELEV., DWG. A-2. p SHALL FURNISH OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED THE OWNER SHALL PROVIDE ALL SURFACE MOUNTED LIGHT FIXTURES. ALL P INSURANCE AND WORKER'S COMPENSATION CERTIFICATES AND NAMES OTHER ELECTRICAL EQUIP. TO BE SUPPLIED BY ELECTRICAL CONTRACTOR. U OF ALL SUBCONTRACTORS INVOLVED IN THE CONSTRUCTION. 20-1' 1 11 91-111 1 1_p11 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORA" COLOR T.B.D. N RECESSED DOWNLIGHTS TO BE "LIGHTOLIER" OR APP. EQ. TRIM -WHITE. con C` CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY 1 1_711 1 1-711 4'-1 O11 0 VARIATIONS FROM THE DIMENSIONS SHOWN. NOTE: CONTRACTOR SHALL PROVIDE DIMMER SWITCHES FOR ALL RECESS. �..� U ,4 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN DOWNLIGHTS. VERIFY LOCATIONS OF ALL ELEC. DEVICES WITH CLIENT. 8 ON THE DRAWINGS UNLESS OTHERWISE NOTED. I� — — — " — — — — — — — — — — — " — DUPLEX ELECTRICAL RECEPTACLE EQ. E�' RE . "E" I \ R F. "D' z 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING DWG.A DWO A-, AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, (Dsc DUPLEX SEPARATE CIRCUIT RECEPTACLE ? <y BREAKAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO %/' TO ALL APPLICABLE CODES. '$GFI DUPLEX RECEPTACLE/GROUND FAULT INTERRUPT 6. THE GEN'L. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, & COSTS ItFL. DUPLEX FLUSH FLOOR ELECTRICAL RECEPTACLE VII 1. RELATED TO THE WORK OF THIS CONTRACT. GEN'L. CONTRACTOR SHALL // o /' / ' // % \ / $ WALL SWITCH ® NEW DOORBELL � 11 / 21 INITIATE ALL REQUIRED INSPECTIONS fijWORK COMPLETED UNDER Da „ / O THIS CONTRACT UNLESS OTHERWISE $3 3-WAY WALL SWITCH 4-WAY WALL SWITCH I \ N. REF, / _ — 3 7. THE SUB-CONTRACTORS SHALL AT ALL TIMES KEEP THE PREMISES $Ds RECESSED DOOR ACTIVATED SWITCH o 00 CLEAN AND ARE RESPONSIBLE FOR REMOVAL OF ALL RUBBISH CREATED RECESSED DOWNLIGHT (1 OOW) " LIGHTOLIER" OR APP. EQ. B �Q \� I / I / I Et� �•I ; W N BY THEIR INDIVIDUAL TRADES UNLESS OTHERWISE NOTED. p P I I U EXTERIOR RECESSED DOWNLIGHT 100 " LIGHTOLIER" OR APP. EQ. \ 1 �JB 1 ® / N.1 B 8. ANY"EXTRAS" FOR ANY AND ALL FIELD CONDITIONS/SUBSTANTIAL ( � \ \ I a / I I I 3 � Q CHANGES SHALL BE DOCUMENTED, WITH THE COST OF APPROVED BY \\\\\\\`\�� OWNER AND OR HIS AGENT BEFORE STARTING ADDITIONAL WORK. CEILING MOUNTED JUNCTION BOX I \ _ O IJB IL \ !M21\\ 9. DOUBLE FLOOR JOISTS ARE TO BE INSTALLED UNDER ALL WALL 8 H. I OS JB WALL MOUNTED JUNCTION BOX I i \ �\ I \ \ \\ \ �\�. PARTITIONS RUNNING PARALLEL TO THE FRAMING. PROVIDE DOUBLE HDR. \ _ I c \\ I r F/ P \��K JOISTS AT ALL OPENINGS. REFER TO CONSTRUCTION DWG'S. FOR SIZES. WALL MOUNTED DUAL SPOTLIGHT / 1 I JB P \ \ I JB 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONST. GRADE OR EQ. — / t G s„ y * —1 — • — - — �' �F NEW CEILING MOUNTED JUNCTION BOX FOR SURFACE FAN/LIGHT = I 1 1 B/ �\ L------J / \ - ,\ \\ 11. ALL EXTERIOR STRAPPING TO BE ABOVE OR BENEATH EXT. SHEATHING. WITH DUAL SWITCH AT WALL. FIXTURE TO BE SUPPLIED BY OWNER. Q I \ ,-___ / \ I �\\\ OE FNEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST I ` I-� GFI / I 3 \\\\\\ FAN/LIGHT WITH DUAL SWITCH AT WALL. gm HEAVY DUTY UNIT U 11 I / I \ I U \ \\\\ OR APP. EQUAL. 16-3 I / I - 4 — — I I \\\ \\ W f \ aT NEW TELEPHONE RECEPTACLE V� I / I ��// 7 - __�'-- Rp C3. -1 NOTENEW CABLE TV RECEPTACLE (TO BE WIRED TO CENT. CONTROL BOX) I `� O „R —T=` — J esD i I EQ Q NEW STRUCTURED CABLE (TO BE WIRED TO CENT. CONTROL BOX) / EDRO.O I ST 1'=D^x 16'- I r i o 777 PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION ® SMOKE/CARBON MONOXIDE DETECTOR: TO BE WIRED TO CENTRAL B / (PROPOSED) ---- I -4 - \ Lu CODE WE CERTIFY THAT THE DESIGN CRITERIA IS DONE PER PRESCRIPTIVE sD 1 11 N. R F. "C" I /� ED_Ro_o DESIGN. ALL OF THE LOAD CALCULATIONS & STRUCTURAL PLANS COMPLY CONTROL BOX. 2_4 / r , (PROPOSED) WITH ALL OF NEW YORK CONSTRUCTION CODE BASED ON (AF&PA) �d FOR ONE-FAMILY DWELLING TO THF_ BEST OF OUR KNOWLEDGE. / C / NN N. N. \ PLUMBING LEGEND - I- , ArN/ A C Li ` CONSTRUCTION LEGEND ®P PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS 5'-6" 5'-6" — — — — — — — — — — — — — — — — — — — — — — Y INDICATED ON CONSTRUCTION PLANS. FOLLOW ALL NECESSARY 0 N.Y.S. AND LOCAL PLUMBING CODES THAT APPLY TO WORK TO BE z O FIRST FLOOR COMPLETED. PROVIDE ALL NECESSARY DRAIN VALVES FOR 2'-4" 1 '-$' EQ. EQ. - } ® NEW EXTERIOR PARTITION - 2"' X 6"WOOD STUD WALL W/ 1/2" CDX WINTERIZATION. REF. TO CONSTRUCTION PLANS FOR FIXTURE TYPES. (— PLYWOOD. EXTERIOR SHEATHING (TYVEK WRAPPED &TAPED). ALL WASTE LINES ARE TO BE INSULATED WITH SOUND ATTENUATING EXTERIOR TRIM: REFER TO SCHEDULE BELOW. INSULATION (TYP. ALL AREAS) 16'-511 301- 0 W PROVIDE 6" +/- EXPOSURE - CEDAR SHAKES AT NEW LOCATIONS TO 0 W z MATCH EXISTING. STAIN TO MATCH EXISTING. FLASH AS REQUIRED. 4) PROVIDE FROST FREE HOSE BIBS. 461-511 Q ® NEW INTERIOR PARTITION - 2" X 4" WOOD STUD WALL W/ 1/2" CDX ® B SHOWER HEAD (FROST FREE SHOWER BODY) (EXISTING) 0 INTERIOR SIDE - 1 LAYER 1/2" GYP. BD. SCREWED/TAPED BOTH SIDES. S z INTERIOR TRIM: REFER TO SCHEDULE BELOW. GAS LINE FOR: BBQ, DRYER & OVEN: GAS TANK LOCATION AS NOTED PROVIDE MOISTURE RESISTANT GYP. BD. (GREEN BD.) FOR ALL ®G ON SITE SURVEY, WITHIN THE INNER GRASS AREA OF THE CIRCULAR O DRIVEWAY. NOTIFY OWNER IN CASE OF RELOCATION. SECOND FLOOR PLAN Q W BATHROOM WALLS AND CLGS. PROVIDE CEMENT WALL BD. FOR ALL AREA RECEIVING TILE, INCLUDING FLOORS. ALL SUPPLY&WASTE LINES ARE TO BE INSULATED WITH SOUND ATTENUATING INSULATION. (TYP. ALL) W INTERIOR PAINT- TO BE "BENJAMIN MOORE" U.O.N., ONE COAT PRIME &TWO COATS SATIN FINISH (COLORS T.B.D. BY OWNER) U.O.N. OWNER TO SELECT STYLES OF FIXT. INCLUDING THE FOLLOWING: O AX 281 LSIM 4 ITES V. 'L'_g 2_g rJ AWNING J O ALL TRIM TO BE SATIN FINISH, BATHROOM PAINT TO HAVE MILDICIDE LITES INCL. BASEMENT SINKS, TOILETS, TUBS, FAUCETS, TUB FIXT., & SHOWER CONTROLS. ADDITIVE. FIXTURE ALLOWANCE TO BE PROVIDED TO OWNER BASED ON TYPES Q OF FIXTURES SELECTED. 0 OD EXISTING WOOD FLOOR TO REMAIN. PROTECT AS REQUIRED. ALL FIXTURES TO BE PURCHASED AND INSTALLED BY THE PLUMBER. EX. UNLESS OTHERWISE SPECIFIED BY OWNER � �� � 0 ® NEW PRE-FINISHED WOOD FLOOR (TYPE &COLOR TO MATCH EXIST.) 501-211 O � O (EXISTING) ------, O (-- WINDOW SCHEDULE I 11 1) I 1 II 1 I I 1 II I 11 1 -$ 4- 10 6-1 � 4-10 0 O 1 1 A OVE A OVE ABOVE ABOVE INTERIOR/EXTERIOR TRIM : ALL WINDOWS TO BE ANDERSEN 400 SERIES, U.O.N.. ARGON FILLED, DIRT i i G D Al D Al D Al E E1 SHEDDING GLASS, SIMULATED DIVIDED LIGHTS/WHITE PREPAINT. INT. JAMBS, I I =_ LIJ t&TRUE SCENE SCREENS J460VE AB v INTERIOR WindsorONE CLASSIC COLONIAL Ai A ROUGH ROUGH ANDERSEN REFER. NO. OPENING OPENING QUANT( MISC. NOTES BASE MOLDING : WOBM001 3J�____ ________= --__-_ _ _ E WINDOW SILL: .(PICTURE FRAME) VERIFY W/OWNER PRIOR TO ORDER. WIDTH HEIGHT GFI C P 3� i ____ ---_ - � - - - -__ WINDOW & DOOR CASING: WOBB001 , WOCS001 O AX231 (BASEMEN 2'-8" 2'-8" 8 AWNING O —` \�� _— El CROWN MOLDING: WOCM001 -VERIFY WITH OWNER N.I.F.) (W.F.) r 3- I ABOVE V VERIFY W/OWNER TRIM ORDER PRIOR TO PURCHASE. SIM \ 1 \ I I OA CX135 4DIv. 2'-8" 3'- 5 3/8" g CASEMENT N' EQ• ALL INTERIOR TRIM TO BE PRIMED AND PAINTED WHITE UNLESS LITES (V.I.F.) (W.F.) OTHERWISE NOTED. Al CTR 2810 SIM 2Div. Z-8" 1'-0 1/2" 8 TRANSOM I - 1 \\ I I \\ 3" LITES (W.F.) I II \ I I EXTERIOR "VERSATEX" TRIMBOARD © CX 14 SIM 6DIV. 2'-8" 41-01/211 4 EGRESS CASEMENT 12 -2 LITES (V.I.F.) (V.I.F.) (EXISTING) , ` _ _ _ WINDOW& DOOR TIM: PICTURE FRAME - 5/4" X 4" "VERSATEX" © CX 24 scan'o1v. 5'-3 1/4" 4'-O 1/2" 4 EGRESS CASEMENT I J / I 9'- O 16- " _ N B LITES N.LF.) N•LFJ I (P OP SE ) — JB JB/F I E CORNER BOARD TRIM: 5/4" X 6" "VERtSATEX". s N fb FREEZE BOARD: 5/4" X 8" "VERSATEX". O CX 15 SIM.DIV. 2'8 5'-O 3/8' 3 EGRESS CASEMENT LITES (V.I.F.) N.I.F.> I G I I I / I l 0 0 FASCIA TRIM: 5/4" X 8"V.I.F. "VERSATEX". O CX 25 SIM'.DIV. 5'-3 1/4" 5'-O 3/8" 3 EGRESS CASEMENT \\ I _ _ II _ _ _ II / _II _ _ _ II Ei 0 0 SOFFIT MATERIAL: 1/2" X 5 1/2" AZEK BEADBOARD LITES (V.1.F.) (V.I.F.) — , I — — _ — ABOVE ALL EXTERIOR TRIM TO BE PLUGGED, PAINTED WHITE, VERIFY MATERIAL Ei CTR 2810 SIM.DIV. 2'-8" 1'-0 1/2" 3 TRANSOM = T / I _ _ Q I l 1 Q D D TYPE WITH OWNER PRIOR TO PURCHASE. LITES N.I.F.) _ � �� I I I I I I I _ 0 0 , Is ! ----- ___-- --- Ow 0 W % ' , ----- � � � LL1 I-j I-- QRFII / w AC/HEATING NOTES DOOR SCHEDULE EQ. I _ _ STOVE ', �� i= � —Ta_ _ I _ cn °jr °fr fr / (PROPOSED) (PROPOSED) I I D D 5'-4" t A — 17 R. \ EQ. �_0 �_0 DOOR NUMBER: # WIDTH: HEIGHT: DOOR MAT'L. OPERATION: EXISTING All N. O UPS_-4 / \DO Q I,- co PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION, (EXISTING) PROVIDE TWO ZONE HEATING AND (COOLING SYSTEM CONSISTING OF: ® ABOVE / W r r FRENCHWD. SLIDER EXISTING TO REMAIN. CLAD/GLASS RIGHT EQ, ® B IL I D ri of ONE "RHEEM OR APP. EQ." OIL FIRED BOILER. 06 CHECK EXISTING HARDWARE/FINISH & PROVIDE ALLOWANCE TO REPLACE. P P GFI GFI GFI DN — U) N r- (SIZE AS REQUIRED), UNLESS OTHERWISE NOTED. ------- - 4'-611 - PROV. 8" DIA. "ZERO CLEARANCE" FLUE O ENTRY DOORS (PAIR) 1 6'-2" 6'-8" CLAD/GLASS RIGHT A Ai A Ai 13 R. REF. "B" / ONE VAUGHN 70 GAL. INDIRECT HOT WATER HEATER, UNLESS OTHERWISE "' DB w W_ _ ABOVE ABOVE CL. W m NOTED. ALLOW$4,200 -"THERMATRU" FIBERGLASS/GLASS OR APPROVED EQ. / / • / ALL NECESSARY PIPING, CIRCULATORS, CONTROLS, ETC., AND ONE 111-711 41-1 O" fr 275 GALLON FUEL TANK, UNLESS OTHERWISE NOTED. ALLOW$800.00- EXTERIOR MORTISE. LOCKSET&TOP/BTTM. DOOR BOLT. TWO "RUDD" (SIZE TONAGE AS REQUIRED) 13 SEER AIR HANDLERS UNLESS OTHERWISE NOTED. PROV. ELECTRONIC DAMPING FOR ADDL. ZONE 2�RH 7 OLH 10 ORH 3 2'-6" 6'-8" MASONITE REF. RM. # L LL LL TWO "RUDD" (SIZE TONAGE AS REQUIRED) 13 SEER CONDENSORS UNLESS 0 0 0 = OTHERWISE NOTED. "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. 21 ,-$" $1_411 1 I_$II ED Z Z Z D CEILING/ FLOOR OUTLETS AS PER ENGINEERING R W W W 0 SPECIFICATIONS. ONE RETURN ON SECOND & FIRST FLOORS. 3 OLH __711 2'-6" 6'-8" MASONITE REF. RM. # Ti� NOTE: ADD ANTI-FREEZE TO ENTIRE SYSTEM. 1�R. F.P.S.C. "JELD-WEN CAMBRIDGE SERIES" OR APPROVED EQ. 461-511No rS'p 0 0 U w / (EXISTING) r� �� � � o o� ® EXISTING FLOOR REGISTERS TO REMAIN. w EX. 4 6 9 1200 RH 4 2'-4" 6'-8" MASONITE REF. RM. # u ", j ? D ® PROPOSED NEW FLOOR REGISTERS TO BE INSTALLED. (V.I.F.) "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ,N. OO PAIR 1 2'-6" 6'-8" MASONITE CLOS. DRS. FIRST FLOOR PLAN ��J 12 �0�� w r, O T r "JELD-WEN CAMBRIDGE SERIES" SOLID CORE OR APP. EQ. ® CP `QF�j�I�`0,� D C6 0 �j � INSULATION NOTES 11 1 2'-4" 6'-8" MASONITE POCKET DR. � � T +- � HVY. DUTY OVER-HEAD TRACK & FRAME W/GASKETED DOOR STOP. SCALE: INSULTION NOTES FOR ALL NEW CONSTRUCTION. g� 2 9a: S-0" L. (VIF 1/2"TEMP. FRAMELESS GLS. REFERENCE NOTES : REF CLOSET INTERIOR TO CONSIST OF 5 FIXED SHELVES ON RIGHT NOTE: 1/4"=1'0" 12a: 8'-0" L. I SIDE (1/2 CLOSET WIDTH). LEFT SIDE TO CONSIST OF CONT. FIXED OFFICE SET DWG. NAME: PROV. ADDITIONAL 3/4" FOIL FACED FOAM BOARD ICATES BEARING POINT LOAD UNDER ALL NEW EXTERIOR SIDING CONSTRUCTION. SHWR. DOOR &ENCLOSURE: 80" H. W/POL. CHROME HINGES. COAT ROD & FIXED SHELF. UNITS TO BE MADE OF CLEAR PINE IS LOAD MUST BE TRANSFERED 1 . 19. 18 PROV. ALLOWANCE FOR 3 CUSTOM BUILT-IN WALL UNITS TO CLG. PAINTED W/3 COATS OF BEN. MOORE SEMI-GLOSS PAINT. /ADEQUATE VERTICAL BRACING. PROPOSED NEW EXTERIOR WALLS: 2"X6"WOOID STUD. R-21 FOIL FA. HIGH DENSITY 13 EXTERIOR 1 6'-0" 6'-8" CLAD GLASS LEFT/FIXED VENEER TO BE STAINED WALNUT OR APP. EQ. ON ALL EXPOSED REF "D' PROV. CUSTOM E.PD.M. SHOWER PAN ALL NEW SHOWERS. 1ST./2ND. D INSULATION BR WALLS: D' OR APPROVED EQUAL. SURFACES BOTH INTERIOR/EXTERIOR. INITERIOR TO BE DESIGNED PREPARE FOR NEW CERAMIC TILE (TYPICAL ALL SHOWERS.) ANDERSEN "400 SERIES" FWH6068APLR W/ POL. CHROME HDWRE. OR APP. EQ. PER CLIENT'S REQUIREMENT W/ INTERIOR LIGHTING. PROV. SHOWER STALL SEAT. TILE & FLASH ALL SURFACES NOTE: PLANS „ CLOSET INTERIOR TO CONSIST OF CONT(. FIXED COAT ROD &SH. DIMENSIONS: 1'-6" H. X V-4" D. V.I.F. CONTRACTOR TO NOTIFY THE ARCHITECT THESE DRAWINGS ARE INSTRUMENTSARCHITECT. C SERVICE NEW ATTIC/ROOF: R-38 KRAFT-FA. INSULATION BY CERTAINTEED' OR HARDWARE: PROV. SCHLAGE HVY. DUTY LOCKSET/LATCHSETS/HINGES (POL. &ARE THE PROPERTY OF THE ARCHITECT. No APPROVED EQUAL. UNITS TO BE MADE OF CLEAR PINE PAINTED W/3 COATS OF BEN. REF."F" PROV. PULL-DOWN ATTIC ACCESS STAIR, "BESSLER" OR APP. EQ. OF ANY AND ALL REVISIONS DUE TO FIELD REVISIONS,CHANGES&OR MODIFICATIONS CRAWL SPACE: R-21 KRAFT-FA. INSULATION WITH PROPER WIRE TIES CHROME TYP. U.O,N.) OO LOCKSET ® LATCHSET ®MORTISED DEADBOLT MOORE SEMI-GLOSS PAINT. REF." PROV. POL. CHROME O.H. EXHAUST FAN TO BE DUCTED OUTSIDE CONDITIONS, CLIENT,AND OR GENERAL SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION DWG. NO.: INTERIOR WALLS: R-21 SOUND BATT INSULATION (NEW CONSTRUCTION) l�FIXED PULLS (TO MATCH LATCHSETS) ®OVERHEAD BALL LATCHES ADJ. EXT. WALL. ALLOW$2,800.00 FOR UNIT AND DUCTING. CONTRACTOR WHICH DIFFER FROM THE ORBY THEOLE IS STRICTLY ANY REPRODUCTION IN PART CONSTRUCT. DRAWINGS/SPECIFICATIONS. OR WHOLE IS STRICTLY PROHIBITED BY LAW. A- 1 NOTE: v1 CONTRACTOR TO NOTIFY THE ARCHITECTOF ANY AND ALL COND T ONS, CLIENT,ISIONS DUE OFIELD AND OR GENERAL W a J THE PU4 CONSTRUCT. DRAWINGS/SPECIFICONTRACTOR WHICH DIFFER FROCATIONS. u \ O a l , z F—i U U "4 zN � a zscn ctrj Iw WWU c 0 00 E+ PROV. SHEAR WALL HOLD-DOWNS — — — — — — — — — — — — — — — — — — — — — — a FROM THESE LOCATIONS TO � U cv — — CORNER. REF. DETAIL J � I DWG. A-6 (TYPICALAL ALL CORNERS) a �o \\\`\\\\\; \\ PROV. FIRE-STOP BLOCKING<8'-0" O.C.(TYP. ALL FLOOR/CLG. JOISTS). \ \\\ PROV. 2-1 3/4"X 11 7/8" MICROLAM \ \ w� LVL OVER ALL WINDOWS & OPGS. \ �\`\\ 0< I (FLUSH WITH RIM JOIST) (TYPICAL) \\\ \�\1 x0 I PROV. 2 - 1 3/4" X 11 7/8" G.P. LAM LVL UNDR ALLN @) I AS EQ DE BELOW R JIT,�P. ALL). W IQ - - - - U z I U W I I I W W liuLl LINE OF PARTITION BELOW (TYP.) LINE OF PARTITION ABOVE P.) z O PROV. 2-1 3/4" X 11 7/8" MICROLAM _ I I PROV. 2-1 3/4"X 11 7/8" MICROLAM O LVL OVER ALL WINDOWS & OPGS. — I LVL OVER ALL WINDOWS & OPGS. (FLUSH WITH RIM JOIST) (TYPICAL) I (FLUSH WITH RIM JOIST) (TYPICAL) Q W _ _ _ - - - I ui z < rr06 ° WW SECOND FLOOR DECK FRAMING PLAN Q fro rr 1- 0 DRAWING IS FOR REFERENCE ONLY -� ONLY& IS NOT INTENDED TO BE SCALED. Q NOTE: (W ICATES BEARING POINT LOAD O IS LOAD MUST BE TRANSFERED Q /ADEQUATE VERTICAL BRACING. O 0 Q. ° W PROV. CONT. 2 - 1 3/4"X 9 1/2" GP PROV. 2 - 1 3/4" X 9 1/2" G.P. LAM W MICROLAM LVL HDR. SUPPORT. LVL CONTINUOUS HEADER. (TYPICAL ALL AREAS) J 0 Q PROV. 2-1 3/4"X 11 7/8" GP MICRO- SECOND FLR. WALL BELOW P. R LAM LVL OVER ALL DR., WINDOW V &TRIM OPGS. EXTEND 8" BEYOND PROV. 1 - 1 3/4"X 11 7/8" G.P. LAM ACTUAL OPG. (TYP. ALL AREAS) 0. LVL CONT. HIP RAFTER. (TYPICAL) O 0 0 PROV. 1 - 1 3/4" X 11 7/8" G.P. LAM 0 0 g LVL CONTINUOUS RIDGE BEAM. b io �i w w (TYPICAL ALL AREAS) rZ HZ Vol Z PROV. 2-1 3/4"X 11 7/8" MICROLAM PROV. 1 - 1 3/4"X 11 7/8" G.P. LAM �? (Fj? -�? >x x x LVL OVER ALL WINDOWS &OPGS. LVL UNDER RIDGE BEAM TO SUPP. b b b iiv N It N (FLUSH WITH RIM JOIST) (TYPICAL) POINT. LOADS (FLUSH &CONT.) X x X 2"x 10"R.R.0- 16"o.c_ N �' N PROV.1 - 1 3/4"X 11 7/8" MICRO- (NE)AA �2"x 10"R.R. aC7 16"o.c_ LVL TO SUPPORT RIDGE BM. END. LAM LVL HIP SUPPORT BM. (TYP.) (NEW) (TYPICAL ALL AREAS) Q 2"X 1 O"C.J. 16"O.C.— Q 2"X 8"C.T.(a)16"O.C.� (NEW) (NEW) - 0 0 p U W U 0 p 0 2"x 1 16"c.c.— U W ( W cl) D 0 c - N m (V N cv 2 Z PROVIDE TRUE HIP ALLEY END co b CONNECTION TO RIDGE WITH: MPS >x x X SION HANGERS W/SKEW & 0 0 0 H iv iv SLOPE ANGLES HU, MSC5, GLT Z F- H OR EQUIVALENT.(TYP, ALL AREAS) ECaI� 0 , 0 . 0 . W 0 Zz r STRAPPING CONNECTING RAFTER ��+` Jj / 0 O W TO TOP PLATES TO STUDS TO BE >r� �' F-_ _ O W 0_ H Q_ SIMPSON H2A. (TYP. ALL AREAS) + � � D D D W 0W :. Dfr DCC DIY DCr N0 U)0 LL 00 U)0 G= — c,.;;,ses z7 LL PROV. OPENING FOR PULL-DOWN �' �I`" DW r T N ar ATTIC ACCESS STAIR, "BESSLER" '�` 012 #C> f D 66HEAVY DUTY OR APP. EQUAL. Q��dE`���"i ° co N r N r d 1 IA 1 r SCALE: NOTE: OFFICE SET 1/411 " = 1'-0 THIS DRAWING IS FOR REFERENCE ONLYM +DICATES BEARING POINT LOAD DWG. NAME: ONLY& IS NOT INTENDED TO BE SCALED. IS LOAD MUST BE TRANSFERED 1 , 1 9. 1 8 /ADEQUATE VERTICAL BRACING. 2ND. FL. DECK/ ROOF FRAMING NOTE: PLAN CONTRACTOR TO NOTIFY THE ARCHITECT THESE DRAWINGS ARE INSTRUMENTS SERVICE &ARE THE PROPERTY OF THE ARCHITECT,NO OF ANY AND ALL REVISIONS DUE TO FIELD REVISIONS,CHANGES&OR MODIFICATIONS DWG. NO.: CONDITIONS, CLIENT, AND OR GENERAL SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION CONTRACTOR WHICH DIFFER FROM THE BY THE ARCHITECT.ANY REPRODUCTION IN PART CONSTRUCT. DRAWINGS/SPECIFICATIONS. OR WHOLE IS STRICTLY PROHIBITED BY LAW. A- 1 . 1 NOTE: v1 CONTRACTOR TO OF ANY AND ALL REOVISIO SHDUE TOITECT FIELD U CONDITIONS, CCIENT, GENERAL CONTRACTOR WHICH D FDFERR FROM THE \ W CONSTRUCT. DRAWINGS/SPECIFICATIONS. \ rn z EXTEND EXIST. CHIMNEY BLOCK a U FLUES & BRICK UP APPROX. 10'-6" H. PROV. CONC. TAPERED CAP & 2 - 30" H. CLAY DECORATIVE TOP PROV. CONT. "COBRA" RIDGE VENT O a FLUE CAP W/MECH. DAMPER. (TYPICAL ALL RIDGE AND HIPS). Z TOP OF RIDGE (V.I.F.) ` Q - - . — . — . — . — . — . — U - 00 __ \ z a � 12 O a� 8 ' o0 PROV. "LIFETIME" "GAF"ASPHALT 12 12 ROOF SHINGLES (TYP. ALL AREAS) z \ -.4 c \��\ � �� 8� 12 �' OVER 15 LB. FELT, (COLOR T.B.D.) 18 PROV. "WEATHERWATCH" UNDER- y 18 LAYMENT ALONG ENTIRE BOTTOM w 411 EDGE OF ROOF UP 2-0" (TYPICAL) ALL ROOF SECTIONS). TOP OF ATTIC FL. PROV. CUT 2" X 10" SUB-FASCIA Q` 1 ' !%� ; \`;r% : \�" — --- - - - - -- - ---- - ----- -- -- --- -\��� 5/4„X 8 ,VERSATEX" FASCIA I.F. -- ------ -- - ------------ ` �� 0.1 � � "VERSATEX FASCIA BD _ FILL ALL NAIL HOLES AND APPLY 2 ----------- HOLES AND P _ COATS "BENJAMIN-MOORE" PAINT TOP OF UPPER WINDOW --- -- -- COATS "BENJAMIN-MOORE" PAINT -- -- � RAPP E . TY ID ( P EXPOSED SID — 6"WHITE ALUMINUM GUTTER AND OR APP. EQ.(TYP. EXPOSED SIDES) I I I I / , I I � I I (TYPICAL ALL AREAS) I I I I LEADERS. (TYPICAL ALL AREAS). PROV. CONT. "VER \ \. SATEX BEAD BD. SOFFIT W/SCREENED 1" VENT \\° i i % r. I ;;" I I I (TYPICAL ALL AREAS \\\\\ 8 I I j\ �I ��,.f?� 41/10100 I I B 5/4"X 11 1/2" VERSATEX TRIM BD. �� \\\ �� I \ I I %�: I I I I \!" i '- , I I FILL ALL NAIL HOLES AND APPLY 2 � \� \i COATS "BENJAMIN-MOORE" PAINT � I I OR APP. E \ \\\ I I I I I i Q.(TYP. EXPOSED SIDES) � �\\ �_ i� I I I PROV. 'VERSATEX" 28 4 I I I I ICROWN TRIM \\�\\ II II T \� O MATCH EXIST. (CONTINUOUS \� � I BAND AROUND ENTIRE HOUSE. �� \\\ TOP OF SECOND FLOOR I \ \\ \�31\\\ TOP OF LOWER WINDOW % Al Al" r Al / j Al " %j\ Al INSTALL NEW 10" DIA. FIBERGLAS — . Ei % ® ® ® ® Al STRUCT. COLUMN, "IONIC" STYLE. PAINT W/2 COATS BEN.-MOORS 4011111, \ r/ ID \/i j" / SEMI-GLOSS (COLOR T.B.D.) j ', i :i/ j� i/ (TYPICAL ALL (7) COLUMNS) v EXIST. DEC RAILING TO REMAIN �� / '/% /,,; _ REMOVE EX. DECKING & PROVIDE z 6-8 j " NEW 5/4"X 6"W. "IPE IRONWOOD" o r \ I DECKING. CUT AREA FOR NEW I I I I I I Li STRUCT. COL./FOOTING. I I r: I V rr 1 FFTT 71 TOP OF FIRST FLOOR z 0 ° GRADE tL. W FIN. GRADE Q W Z GRADE AWAY (TYP. ALL) WEST E L E VAT I O N SOUTH ELEVATION- Z ° W W PROPOSED PROPOSED Q Ir0 rr w � J OQ L W C) � J 0 Q 0 0 PROV. CONT. "COBRA" RIDGE VENT TOP OF RIDGE (TYPICAL ALL RIDGE AND HIPS). O EXTEND EXIST. CHIMNEY BLOCK ° FLUES & BRICK UP APPROX. 1 U-6" (n H. PROV. CONC. TAPERED CAP & W 2 - 30" H. CLAY DECORATIVE TOP FLUE CAP W/ MECH. DAMPER. ----------- J PROV. FRAMED ROOF "KRICKET" ' ---------------- ---- --- COT PROV. NEW CH MNEY.ALL NECESSARY FLASHING 12 12 81 12 / ' 8� �8 8\ FLUES & BEXTEND R CK UPI APPROX.MNEY 11 KO" A UP TO MATCH EX. PROV. CONC. TAPERED CAP AND 30" H. CLAY DECORATIVE TOP FLUE CAPS. / PROV. CUT 2"X 10" SUB-FASCIA TOP OF ATTIC FL. �' S 4" X 8" "VERSATEX" FASCIA BD. 5/4"X 8C'"VERSATEX" FASCIA BD. /----------- ------------ _______ _____ _ ________ ___ FILL ALL NAIL HOLES AND APPLY 2 � FILL ALL NAIL HOLES AND APPLY 2 -- - _ - COATS "BENJAMIN MOORS" PAINT ATS �� I „ -------------------------------- -- -------------- OR APP EQ P XP ------------------------- .(TY EXPOSED SIDES) NT QCT --------------------------- - - ------------------------------------- - ----- O _ RAPP. EQ.(TYP. EXPOSED SIDES) � TOP OF UPPER WINDOW _ _ _ _ _ .___ -- -- -- 6" WHITE ALUMINUM GUTTER AND `- - -- - - - - -- --- N m �— — • — — - — • — • — LEADERS. (TYPICAL ALL AREAS). I I , HITE ALUMINUM YPIICALL AGUTTER L REAS . D � O "VERSATEX" AD J �% PROV. CONT. VERSATEX BEAD „ BD. SOFFIT W/SCREENED 1"VENT % ` " / BD. SOFFIT W/SCREENED B1" VENT 0 0 / (TYPICAL ALL AREA r// II II ,/ I I (TY S I �� � I 8, i C ml % / 0"7 ) (TYPICAL ALL AREAS F / ,. % „ „ I I I I I ori% 'r."„ c � ..o/ 5/4 X 6 VERSATEX TRIM BD. .I.F. 0 0 6'-8" I �' m j/ % ,- FILL ALL NAIL HOLES AND APPLY 2 G` ' COATS "BENJAMIN-MOORE" PAINT O w ow �i jr % ! /"- '\i OR APP. EQ.(TYP. EXPOSED SIDES) 28'_4" j PROV. "VERSATEX" CROWN TRIM p W p W - TO MATCH EXIST. (CONTINUOUS W� W „ „ , „ BAND AROUND ENTIRE HOUSE. D D ir 11 11 TOP OF SECOND FLOOR 5/4 X 11 1/2 VERSATEX TRIM BD. � FILL ALL NAIL HOLES AND APPLY 2 -I COATS "BENJAMIN-MOORE" PAINT —I — IL" T P IMBERTECH - "RADIANCE �LL �lL - RAIL SYSTEM FOR ALL RAILINGS b r � OR APP. EQ.(TYP. EXPOSED SIDES) INSTALLED ON 4 X 4 ACID POS - _ - PROV. 'VERSATEX" CROWN TRIM - - CAULK W T T - ALL EXPOSED JOISTS. • TO MATCH EXIST. (CONTINUOUS - (TYP. ALL AREAS)BANN �— . — . — . — . — . — . — ® ® D AROUND ENTIRE HOUSE. PROV. "IPE" IRONWOOD DECKING - T TOP OF LOWER WINDOW I I Ai Ai I I 5 4"X 8" "VERSATEX" CORNER BD. E1 E1 I I i � ® �%% I I 5/4" 6" W. (TYPICAL ALL DECKS). FILL ALL NAIL HOLES AND APPLY 2 - I / / COATS "BENJAMIN-MOORS" PAINT ;'- ; j/ j;' PROVIDE 5" EXPOSURE - "CEDAR - - Q PROV. WINDOW STOOLS P. ALL) \ / j i IMPRESSIONS BY CERTAINTEED �j �jj j I - OR APPROVED EQUAL. P. ALL). g I r I I � %i I I INSTALL NEW 10" DIA, FIBERGLAS �"%; � � D /� STRUCT. COLUMN, "IONIC" STYLE. %' \ j PROV. 5/4" X 6" "VERSATEX"TRIM & 'j ,� J I 1 % PAINT W/2 COATS BEN.-MOORS %j ! /,, ;i; /, / ;;; "VERSATEX" 1" CONT. EDGE TRIM. 0 0 0 0 6-8 I ® ® %:' % SEMI-GLOSS (COLOR T.B.D.) \" ' `" FILL ALL NAIL HOLES AND APPLY 2 COATS "BENJAMIN-MOORE" PAINT (TYPICAL ALL z z z (T' (7) COLUMNS) r �< PROV. WINDOW STOOLS (TYP. ALL) W W W 0 . PROV. "IPE" IRONWOOD DECKING is ji., "! \. 5/4" 6" W (TYPICAL ALL DECKS). I I _ i II 5/4"X 8" "VERSATEX" CORNER BD. 11 1 1111 11 111111 111 111111 Hill FILL ALL NAIL HOLES AND APPLY 2 _j 0� TOP OF FIRST FLOOR COATS "BENJAMIN-MOORE" PAINT 0 0 0 F //� I I _ � PROV. WINDOW STOOLS (TYP. ALL) W W W W� - ---------------------------------- — GRADE - ----------- - ----- --- CONC. CEMENT. (TYP. ALL REAS). co _ _ _ LL � O GRADE AWAY D coIFIN. GRADE � (TYP. ALL) EAST ELEVATION N � � r NORTH T H ELE VAT I O N SCALE: PROPOSED PROPOSED 1/81,-1'O" ����� F F I C E SET DWG. NAME: 1 . 19- 18 PROPOSED ELEVATIONS HESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT.NO REVISIONS,CHANGES,AND/OR MODIFICATIONS DWG. NO.: SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION Q� BY THE ARCHITECT. ANY REPRODUCTION IN PART 0F12��.;0 OR WHOLE IS STRICTLY PROHIBITED BY LAW. A-2 NOTE:OF /1 CONTRACTOR TO THE ARCHITECT EVISIONS DUE TO TIFY PROV. DBL. 2" X 6"AC CONDITIONS,ONS CLIY AND ALLENTO AND OR G NERFIAEILD 1 \ U Q SILL PLATE (TYP.) STTHE UD CONSTRUCT. DRAWINGS/SPECIM CONTRACTOR WHICH DIFFER FRFIOCATIONS. W 10" P. CONC. FOUNDATION STUD WALL. PROV. MIN. 8" FDN. WALL \ z SIMPSON HL35 SHEATHING I , KANT-SAG LSTI22 OR k O EXPOSURE ABOVE FIN. GRADE I�� ,� H VY-DUTY SIMPSON LSTA21 STRAP "I PH"I NGLE BRACKET (TYP. ALL AREAS) +: RIDGE WITH (16) 1Od X 1 1/2 FASTENER (3) 2"X 10" I a I 1 ',I , S�ATHING TO WINDOW BEAM (STRAP REQUIRED FOR 16 JOIST 1 SCREW THROUGH , BL. MICROLLAMDEPTH OR MEMBERS WITH SLOPE PROV. WATER BARRIER BETWEEN -�y, - BRACE AT EACH WINDOW " 4 I HEADEROF 7/12 OR GREATER). FLANGE HEADEREADER CONNECTION OF WALL z - FOUNDATION WALL&ACQ. RIM JOIST. I 0.75" X 33 MIL lyj i SHEATHING TO 2"X 6" STUDS 1 O U I P' Q00 2"X 10" R.R. PROV. 2 CONTINUOUS # 4 JACK -I O z RE-BAR. (TYP. ALL AREAS) STUDS z 00 � � rn CORNER CONNECTION D2 CONNECTION OF RIGDE D1 FOUNDATION DETAIL D1 X- BRACING D3 CONNECTION OF WALL SHEATHING D5 (EXAMPLE) A-3 BEAM TO ROOF RAFTER q-3 PLATE TO FOUNDATION q-3 (EXAMPLE) A-3 TO WINDOW HEADER q-3 � N (EXAMPLE) (EXAMPLE) (EXAMPLE) 0 H U � N PANEL PLAN , LEGEND & NOTES I_411 PANEL LEGEND 3 31-411 - \\�N REFER TO iA.1 WINDOW&DOOR SCHEDULES FOR PANEL LOCATIONS. � I � _ I it \\\\�\\� (REFER TO TABLE 1609.1.4) 1 1/2"#8 WOOD SCREWS 31-411 3'-411 31-411 31-411 \001 ���\ 12 12 16 I — I \�\ PANEL SIZE PANEL SIZE 6'-O" < PANEL 6'-O"< PANEL 2'-0" < PANEL1717a —Til REF. TYPE AND#OF SCREWS QTY. REF. TYPE AND#OF SCREWS OTY. , __ _ ____ —————— ------ WIDTH ————— WIDTH HEIGHT WIDTH HEIGHT SPAN SPAN <8'-O' SPAN < 6'-0" =_= I I 1 \.�\� #8 SCREWS p 8'O.C. I \ \ \ "A" 3'-2"X 3'-11" 3 ALTERNATIVE FOR OPNG. PROTECTION \ , � , I / \ I / \ g v TRUSS/RAFTER HORIZONTAL-8 VERTICAL-10 IF111/ i I \� �\\ TO TOP PLATE N. #8 SCREWS Qa 8"O.C. #8 SCREWS @ 8"o.C. ` / ` / 1 I \ / \ \ / \ / I g`w-\ 1-3'-2'-X5--1' 1 1O 1 a 2-3'-4'X a'-3' , WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" &MAXIMUM PANEL SPAN OF 8'-0" I \\\\ \ 'A-1" HORIZONTAL-8 VERTICAL-14 HORIZONTAL-16 VERTICAL-24 SHALL BE PERMITTED FOR O PENING PROTECTION IN ON&TWO STORY BUILDINGS.PANELS SHALL � ,\ (RPS4) 1 I 1\ \ / \\\\ "A" #e scREws Q a"O.C. #e scREws p e"O.C. SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. / I II 2-2'-11"X U-1" 2 2-3'-4"X T-3" 1 1 8—3 I / 'A-1""A-1" HORIZONTAL-18 VERTICAL-14 HORIZONTAL-8 VERTICAL-2o (REFER TO SECTION 1609.1.4 ABD 1609.6.5 AND TABLE 1609.1.4) I I ' " 1 ' 11 X � 17'-511 #8 SCREWS @ 8"O.C. #6 SCREWS Q 8"O.C. / 00 \ , 00 \ 7-3 , \ 7 -3 "B" 1-3'-2"X 4'-6" 4 EX 2-3'-4"X T-3" 1 / \ / \ I I / \ I / \ ° TRUSS BRACING HORIZONTAL-8 VERTICAL-12 HORIZONTAL-18 VERTICAL-20 I I I \\ 1 (MTS 12) #8 SCREWS 0 8" "D.C. #e scREws c�e"O.C. / \ / \ I 1 I "c' z-2'-„”x a'-s" a Ex ,-3'-4"X 7'-6" , TABLE 1609.1 .4. / \ HORIZONTAL-16 VERTICAL-12 HORIZONTAL-18 VERTICAL-20 "D" #8 SCREWS @ 8"O.C. 2-3'-1"X 6'-9" "A-1" HORIZONTAL-26 VERTICAL-20 1 -2''11"X 6'-9" 1 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FR WOOD STRUCTURAL PANELS 1 Li 'E" #8 SCREWS a°O.C. PANEL SPAN 2'-0"< PANEL '-O" < PANEL 6'-O" <-PANE 1 I 2_2'_11"X6'_9" 3 FASTENER TYPE --------------- ------ ------ / 1 "A-1" HORIZONTAL-16 VERTICAL-20 < 2'-O" SPAN < 4'-O" SPAN <6'-O" SPAN 8'-0" QTY- 1 QTY- 1 QTY- 1 QTY- 1 1 1/2"#6 WD.SCREWS 16 16 12 12 2-3'-4"X 8'-3" 2-3'-4"X 7'-3" 2-3'-4"X 7'-3" 2-3'-4"X 7'-5" 1 1/2"#8 WD.SCREWS 16 16 16 31-211 31-211 ------ I I STUD TO STUD EXTEND EXIST. CHIMNEY BLOCK PROV. CONT. "COBRA" RIDGE VENT :.;.I•: (CS16) FLUES & BRICK UP APPROX. 10'-6" (TYP IICAL ALL RIDGE AND HIPS). PROV. "LIFETIME" "GAF"ASPHALT j \ I Z TOP OF RIDGE (V.I.F.) H. PROV. CONC. TAPERED CAP & \ i I O _ _ _ _ _ _ _ ROOF SHINGLES TYP. ALL AREAS ' " O_ OVER 15 LB. FELT ) 0 2 - 30" H, CLAY DECORATIVE TOP I I7 I 15 -1 10d NAILS OR 1 FLUE CAP W/MECH. DAMPER. 1 3/4"X 11 7/8"MICROLAM, (COLOR T.B.D.) A 131-1111 \ r n 16d SINKERS STUD TO BAND JOIST LV.L.RIDGE BM. PROV. "WEATHERWATCH" UNDER- v J 3" O.C. VERTICAL (CS 16) LAYMENT ALONG ENTIRE BOTTOM W 4" O.C. HORIZON AL NOTE: G.C. SHALL VERIFY THAT 13/4"x 11 7/8"MICROLAM� EDGE OF ROOF UP 2'-O" (TYPICAL) I I HEAD R ANCHORAGE THE HEIGHT OF THE STRUCTURE Lv.L.RIDGE BM. ALL ROOF SECTIONS). ) ______ ______ 1 W z (LSTASHALL NOT EXCEED 35'-0" AT 1 " QTY_ 3 QTY_ 1 Q 12 ^0 ALL IR O STRONG-WALL I MIDPOINT OF TOP PITCHED ROOF. �— � PROV. 5/8"ACQ. PLYWD. SHEATH. 1 -3'-z"x3'-11" 1 -3'-z"xs'-1" ( 06 fr STHyEARWALL NOTIFY ARCH. OF ANY CHANGES. 8IPICAL AT � `� Q P�� (�q� 2 0 6 2" R 12 (TYPICAL ALL ROOF AREAS). EACH CORNER) I 2 <� " TYP.A LHIP COFs f. 8 R - 38 O.C. HIGH DENSITY FOIL FA. z INSUL. (TYP. ALL ROOF AREAS) 2'-1 1 " k 2'-11 1' O W LjPROV. CUT 2" X 10" SUB-FASCIA ----- I ----- QI . 5L4 X 8' VERSATEX FASCIA BD. I PROV. 11 7/8" BOX BEAM TOP OF ATTIC FL. RIN ULAT N.De AF IALRFA E FIL ALL NAIL HOLES AND APPLY 2 I / P PRE-ATTACHED S LL PLATE TO PH D6 WITH w !1%ii:% 'jrr !r, i'%> >%�% 12 SDS 1/4 X 3 X. . F UNDATION 1 /✓j,r///;;/; j 'r../i%;. ,r/// �rvWJ LII. ff% ) - -L "BEN IN-MOORS" PAINT) i �O a II II II II II II II II II J� II II II II II II W FASTENERS� 1' ^ °d USING USP BEARING -- - - -- - - -_ -- - -- - - ' ATS PLATE FASTENERS - _1177177-7177== OR APP EQ. EXPOSED SID P ES (HBPS/LBPS) TOP OF UPPER WINDOW - r==_-=_� _ \ 6" WHITE LUMIN M GUTTER AND - �_ _ _ _ _ _ _ -- _ _ __ LEADERS. (TYPICAL ALL AREAS). A Q -- FF--- —�� I I \ \ SILL PLATE TO %j/ // II PROV. CONT. "VERSATEX" BEAD I FOUNDATION - BD S "V SOFFIT W/SCREENED 1 ENT (BP) PROV. 1 2" GYP. BD. ALL EXPOSED I -lL-- III 11 � �' \ � //` ." II II II � �—,r � '_-- -- (TYPICAL ALL AREAS) _____ _____ W SILL PLATE TO PROV. METAL FLASHING 8 RESIST. GYP. BD. IN ALL B THHRMS. III 11 / �' A PROV. 2-1 3 4"X 11 7 8" GP MICRO- QTY- 2 ( ) I A I FOUNDATION -, - O IN AT ALL WINDOWSILLS. LL_,F_JJ 2-z'-11"xs'-1' USING USP BEARING ' " €i/; ____ II ��, LAM LVL OVER ALL DR./WINDOW/ � O PLATE FASTENERS (TYP. ALL LOCATIONS) 6-H PROV. 3/4 T & G PLYWD. SUB-FLR. j/ ;ji L=---=-J HBPS/LBPS (GLUE & SCREWED) TYP. ALL WD. - &TRIM OPGS. EXTEND 8" BEYOND n- -__ ACTUAL OPG. (TYP. ALL AREAS) O ( ) FLOOR AREAS). Ir _ 31-211 2'-1 1 11 21-1111 28'_411 1 PROV. - "TYVEK DRAIN WRAP" P. 1 3/4"X L C REDOAKT&GwD. ALL EXTERIOR WALL SURFACES. O TOP OF SECOND FLOOR 1 FL(SELECT).(TYP.ALL AREAS) ) —————— ———— —— O METAL FASTENER SCHEDULE 1 1 --- -- - — -- -- --- -- - ' / I I 1 PROVIDE 5" EXPOSURE "CEDAR I \ � I I \ / \ / II � 1 /:i:' /'///%%i%>%i;r"%j?% /%9/,;% 21/2"X01 78 A `F i n u AINTEED / \ / A-3 OR APPROVED EQUAL. 0 i ----_ Lu - �'_ - - -- B 41 611 I C\ / 41 G+I1 _ V (ALL STRAPING TO BE @ 16 O.C.) " R - 21 O.C.HIGH DENSITY FOIL FA. I I I I TOP OF LOWER WINDOW -- INSUL. PROV. 3/4 FORMULAR 250 �_ _ _ _ _ _ _ i ' "' O-C. INSUL. (TYP.ALL EXT. WALLS) 2"X 6"WOOD STUDS W 1/2"ACQ. QTY_ 4 QTY_ 4 Flow, PLYWOOD SHEATHING. (TYPICAL) 2-'3'-2"x 4-6" 2-2'-11"x 4'-6" WALL STUDI 9 2"X 6"WOOD STUDS W 1/2"ACQ. "' i' ' ' PROV. 1/2"ACQ. PLY. SHEATHING V i.. r, PLYWOOD SHEATHING. (TYPICAL) // 4 I/ (TYPICAL ALL PERIMETERS) 1 �� 1 �� I� WALL STUD I 11 % i` 1 '_ ' _ _ _ 3 -1 2-11 3 -1 61-811 PROV. 1/2"ACQ. PLY. SHEATHING / r ® ® ° ° o t t (TYPICAL ALL PERIMETERS) j� EX. RAILING TO REMAIN. ADD & _ REPAIR SECTIONS DAMAGED I Al I 1 PROV. "IPE" IRONWOOD DECKING I I I I I BOTTOM PLATE 5/4" 6"W. (TYPICAL ALL DECKS). TOP OF FIRST FLOOR BAND JOIST \;'' 'ri-' ra;;;;,- ,. ;. ' — - - - ---- _ --- -- __ - -- -- - -_ 2"X 1 0"F.J. 16"O.C. 161_9u I I I I TWO- I\,/IEMBER FLOOR SUPPORT BEAM GRADE ----- - — i— --------------------- --- ------------------------- ------------- y // \\ CONNECTION OF WALL TO FLR. FRAMING V2" X 10" F.J. THIS AREA ONLY. PROV. R-19 BATT INSULATION 3 4" :.: / / 7 / \ FIN. GRADE FINISH HEIGHT TO MATCH EXIST. FORMULAR 250 O-C INSUL. BIDS. PROV. 4" X 4"ACQ. COL. ON 8" DIA. SIMPSONJ LSTA18 STRAP WITH GRADE AWAY �- (12) 10d FASTENER. (TYP. ALL) ----- IL COVER &SEAMS TAPED. (TYP. ALL) �: P. CONC. " NOTUBE" OVER 1'-6" r- r------ � � ;:• ,;.. , ,. X 1'-6" X 10" P. CONC. FTG. ON CONNECTION OF BAND JOIST TO SUPPORT L_ -L------- ------J--J 'I' COMPACT FILL. (TYP. ALL AREAS) QTY- 1 SIMPSON LTP4 STRAP (12) 8d X 1 1/2" EXIST. FOUNDATION FOOTINGS z-3'-1"x s'-9" 1 I EXIST. FOUNDATION FOOTINGS 1 -2'-11"X6'-9" &SLAB TO REMAIN U.O.N. 1 1 & SLAB TO REMAIN U.O.N. _ ______� 2'-11 " �2'-11 " o CONNECTION OF WALL � TO FLOOR AMPLEMING. A-3 `� BUILDING SECTION IIA All Al ' ` - n1 1 m N �l E 1( 1 61_11 0 a ROOF 2" X 8" BLOCKING j `\ SHEATING TO (2) 2" X 4" TOP PLATE / 1 �`^""•,,, W 0 TRUSS TOP PLATE. BAND JOIST *� � ' � -� 0 0 0 , FLOOR FRAMING QTY s ���Iu 3_ � CLIP ANGLE (BOTH SIDES OF STUD _ >> CONNECTION) MIN. LENGTH = JOIST 2 2 11 x 6-9" ` �`�' p W p W p W p W �` x'r7, WEB DEPTH MINUS 1/2" = X BLE (3) 2"X 110" •� W W W WCC DOUBLE WALL STUDS ( r� 1 U)0 ro 0 U)0 U)0 WINDOIW CONNECTION OF WINDOW " � 0 �LL 0 0 u.0 �0 LL T LL 0 8 SCREWS (4 PER LEG TOP PLATE HEADER HEADER TO EXTERIOR WALL. TWO- MEMBER FLOOR S SIMPSON LSTA18 STRAP WITH SUPPORT BEAM 422 � DW T T TN 00 2" X 10" RAFTER (12) 10d FASTENER. PILE--/ ®�N� `{ U) N CONNECTION OF FLOOR FRAMING �_ r r METAL HURRICAN RAFTER BRACING MTS12 STRAP TO SUPPORT BEAM. SIMPSON LTS12 SCALE: WITH (7) 10d X 1 1/2 FASTENER STRAP WITH 12 1 O X 1 1/2 FASTENER CONNECTOR TO STUD AND RAFTER. JACK INTO FLOOR JOIST AND SUPPORT BEAM N.T.S. WALL STUDS OFFICE SET SHEATING AME: 1 . 19. 18 BUILDING CONNECTION OF TOP BIRDSMOUTH CUT CONNECTION OF FLOOR FRAMING SECTION JOIST TO HEADER JOIST D4 D6 D7 CONNECTION OF WALL SHEATHING D8 D9 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE (EXAMEXAMPLE A-3 WALL PLATE TO WALL STUD. q-3 LOW END OF JOIST ONLY A-3 TO STUDS AROUND WINDOW HEADER A-3 &ARE THE PROPERTY OFTHE ARC.HITECT.NO PLE) A—3 REVISIONS,CHANGES&OR MODIFICATIONS (EXAMPLE) (EXAMPLE) (EXAMPLE) SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION DWG. NO.: BY THE ARCHITECT.ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. A-3 PERSPECTIVE BUILDING ENVELOPE REQUIREMENTS CLIMATE AND GEOGRAPHIC DESIGN CRITERIA DESIGN CRITERIA W GGENERAL NOTES o � 0 (WINDOW AREA 30% OF GROSS EXTERIOR WALL AREA) TABLE 301.2 (1) (RESIDENTIAL CODE OF NEW YORK) REF. TABLE 8301 .2(2) \ 5 MAXIMUM MAXIMUM GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM ICE SHIELD W 1 FAMILY DETACHED DWELLING HEATING d FLOOD AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) SNOW SPEED (MPH) DESIGN e FROST LINE UNDERLAY. HAZARD DAYS GLAZING CEILING EXTERIOR WALL FLOOR BASEMENT WALL SLAB PERIMETER CRAWL SPACE LOAD 3 SEC GUST CATEGORY WEATHERING DEPTHb(ft-in) TERMITEC REQUIRED WOOD FRAME CONSTRUCTION Z ZONE 11B U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE & DEPTH WALL R-VALUEO MODERATE ZONE ROOF > 30'-40' X 1.53 ROOF > 30'-40' X 1.53 WIND SPEED r+ HEATING DAYS 5750 ZONE 11 B 20 PSF 130 "C" "SEVERE" 3'-0" TO HEAVY YES NO ` NE 1 0.45 R-38 R-21 R-30 R-10 R-9,2 FT R-38 3 23.7 36.3 -30.3 -46.4 120 M/HR � COINCIDENT WET-BULB TEMP. 73 FOR SI: 1 POUND PER SQ. FT. = 0.0479 kN/m -?MILE PER HOUR = 1.609 km/h. �y a.WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OR GRADE OF MASONRY THAN NECESSARY TO SATISFY THE O \ F-' 'rq Cn SUMMER DESIGN DRY-BULB TEMP. - 83 STRUCTURAL REQUIREMENTS OF THIS CODE. THE WEATHERING COLUMN SHALL BE FILLED IN WITH THE WEATHERING INDEX (ie., Z WINTER DESIGN DRY-BULB TEMP. - 6 "NEGLIGIBLE", "MODERATE" OR"'SEVERE") FOR CONC. AS DETERMINED FROM THE WEATHERING PROBABILITY MAP (FIG. R301.2(3) O CLIMATE-SPECIFIC REQUIRED & PROPOSED THE GRADE OF MASONRY UNITS SHALL BE DETERMINED FROM ASTM C 34, C 55, C 62, C 73, C 90, C 129, C 216, OR C 652. U b.THE FROST LINE DEPTH MAY REQUIRE DEEPER FOOTINGS THAN INDICATED IN FIG. R403.1(1). THE JURISDICTION SHALL FILL IN o 00 GLAZING "U" FACTOR - 0.45 THE FROST LINE DEPTH COLUMN WITH THE MINIMUM DEPTH OF FOOTING BELOW FIN. GRADE. MINIMUM UNIFORMLY DISTRIBUTED L.L. O CEILING "R"VALUE = 0.45 PROPOSED MINIMUM NOTES: c.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE TO INDICATE THE NEED FOR PROTECTION DEPENDING ON WHETHER I N POUNDS PER SQ. FOOT - REF. TABLE 301 .5 z DESCRIPTION THERE HAS BEEN A HISTORY OF LOCAL SUBTERRANEAN TERMITE DAMAGE. 00 R-VALUE R-VALUE N EXTERIOR WALL R VALUE = 0.45 d.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE WIND SPEED FROM THE BASIC WIND SPEED MAP WALL TYPE 1 10" P.CONC. 9' H. R- 10 R - 1 O 8" P.CONC. FNDN. WALL ON TOP OF FIG. R301.2(4)). WIND EXPOSURE CATEGORY SHALL BE DETERMINED ON A SITE-SPECIFIC BASIS IN ACCORDANCE W/SEC. R301.2.1.4. �) w FLOOR "R"VALUE 0.45 A CONT. FOOTING. e.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE W/THE SEISMIC DESIGN CATEGORY DET. FROM SEC. R301.2.2.1. USE LIVE LOAD w ,o WALL TYPE 2 211X6"W.D.STUD R- 21 R - 21 2"X 6"WOOD STUD WALL WITH 1/2 CDX PLY WD.WALL TYPE 3 2'X4„W.D.STUD R- 15 R - 15 2„X 4"WOOD STUD WALL WITH 1/2„ GYP. BD. c3 iG f. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE W/(a) THE DATE OF THE JURISDICTION'S ENTRY INTO THE NATIONAL g h TOTAL EXTERIOR WALL SQ.FT. = 5,548 SQ.FT. FLOOD INSURANCE PROGRAM (DATE OF ADOPTION OF THE FIRST CODE OR ORDINANCE FOR MGMNT. OF FLOOD HAZ. AREAS), (b) ATTIC WITH LIMITED STORAGE: ' 20 P.S.F. THE DATE(S) OF THE CURRENTLY FIRM & FBFM, OR OTHER FLOOD HAZARD MAP ADOPTED BY THE COMMUNITY, AS MAY BE AMEND. TOTAL WINDOW SQ.FT. � 607 SQ.FT. ATTIC WITHOUT STORAGE: b 10 P.S.F. M N ROOF TYPE 2"X 12' DOUG FIR R -38 R -38 AF TIMBERLINE LIFETIME ROOF SHINGLE. g.IN ACCORDANCE W/SECTIONS R905.2.7.1, R905.4.3.1, R905.5.3.1, R905.6.3.1, R905.7.3.1, & R905.8.3.1, WHERE THERE HAS BEEN A . . . U� TOTAL DOOR GLASS AREA - 300 SQ.FT. HISTORY OF LOCAL DAMAGE FROM THE EFFECTS OF ICE DAMMING, THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE W/ FLOOR TYPE 1 3/4"X 11 7/8" R -21 R -21 1 3/4"X 11 7/8"TGI PRO. 550 F.J. @ 16" O.C. "YES". OTHERWISE, THE JURISDICTION SHALL FILL IN THIS PART"NO". DECKS: e 00 40 P.S.F. FENESTRATION AREA 907/5,548 X 100 = 16.4 WWR 1. THE GROUND SNOW LOADS TO BE USED IN DETERMINING THE DESIGN SNOW LOADS FOR ROOF ARE GIVEN IN FIG. R301.2(5) CEILING TYPE 1 3/4"X 11 7/8" R- 21 N/R 1 3/4"X 11 7/8"TGI PRO. 550 F.J. @ 16" O.C. \ U N FOR SITES AT ELEVATION UP TO 1,000 FEET. SITES AT ELEVATIONS ABOVE -,000 FEET SHALL HAVE THEIR GROUND SNOW LOAD � Q � TOTAL SQ.FT. AREA = 4,946 SQ.FT. „ INCREASED FROM THE MAPPED VALUE BY 2 P.S.I. FOR EVERY 100 FEET ABOVE 1,000 FEET. EXTERIOR BALCONIES: 60 P.S.F. I~'� M SLAB 4" P.CONC. R -9,2 R -9,2 4 P.CONC.SLAB ON COMP. FILL IS., IW/W.W.M. 6 X 6 REINF. �����\ FIRE ESCAPES: 40 P.S.F. \\\ , MINIMUM EQUIPMENT PERFORMANCE ` S\ � DESIGN CRITERIA GUARDRAILS AND HANDRAILS: d 2001 P.S.F. AIR BARRIER & INSULATION INSTALLATION \ \o EQUIPMENT CATEGORY EQUIPMENT CATEGORY MINIMUM REF. TABLE 1609.6.2. 1 (1 ) GUARDRAILS IN-FILL COMPONENTS: f 501 P.S.F. PERFORMANCE 1 TABLE R402.4.1.1 \\\\\ MAIN WINDFORCE-RESISTING SYSTEM WIND LOADS FOR A BUILDING WITH ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE Ba a a x .o\ \\ PASSENGER VEHICLE GARAGES. 50 P.S.F. � \� OIL-FIRED STEAM AND DOE 10 CFR PART 430 \\ COMPONENT AIR BARRIER CRITERIA INSULATION INSTALL. CRITERIA `\\ \\\ HOT WATER BOILERS SUBPART B APPENDIX N. AFUE 80'/ob'd. WIND LOAD ROOF HORIZONTAL LOADS VERTICAL LOADS �\\\\\ \ \ \\\ VELOCITY DIRECTION ANGLE ROOMS OTHER THAN SLEEPING ROOMS: 40 P.S.F. O ��a\\\ < 300,000 BTU/H. A continuous air barrier shall be END ZONE INTERIOR ZONE END ZONE INTERIOR ZONE WINDWARD \\ \ \\ installed in the building envelope.The Air-permeable insulation shall not be OVERHANG \\\ \\ GENERAL REQUIREMENTS exterior thermal envelope contains a p SLEEPING ROOMS: 30 P.S.F. WALL ROOF WALL ROOF continuous air barrier. Breaks or joints used as a sealing material. WINDWARD LEEWARD WINDWARD LEEWARD END INTERIOR in the air barrier shall be sealed. ROOF ROOF ROOF ROOF ZONE ZONE STAIRS: 40c P.S.F. GENERALFLOOR P LAN NOTES The air barrier in any dropped ceiling TRANSVERSE 30'<ANGLE < 45' 25.7 17.6 20.4 14.0 9.9 -15.6 8.6 -13.4 -11.6 -13.0 or soffit shall be aligned with the 120 23.7 ALL ANGLES 22.8 -11.9 15.1 -7.0 -27.4 -15.6 -19.1 -12.1 -41.1 -32.7 FOR SI: 1 POUND/ SQ. FT. = 0.0479 kPA, 1 SQ. IN. = 645 mm insulation and any gaps in the air The insulation in any dropped ceiling 1 1 CEILING/ATTIC barrier shall be sealed. Access open- and or soffit shall be aligned with the 1 POUND = 4.45 N. V 1. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALE DRAWINGS (DO NOT ings, drop down stairs or knee wall air barrier. S.F. OF AREA SCALE DRAWINGS). doors to unconditioned attic spaces a. ELEVATED GARAGE FLOORS TO BE CAPABLE OF SUPPORT. shall be sealed. A 2,000 POUND LOAD APPLIED OVER 20 SQ. IN. AREA. 2. ALL INTERIOR WALLS TO BE COVEREDWITH1/2" GYPSUM BOARD WITH SINGLE FAMILY RESIDENCE INTERIOR ENVIRONMENT The junction of the foundation and Cavities within corners and headers METAL CORNER REINFORCING. TAPE, FLOAT, AND SAND (3-COATS). b. APPLIES TO ATTIC SPACES MEETING THE REQUIREMENTS IN sill plate shall be sealed. of frame walls shall be insulated by OCCUPANCY & HT. CLASSIFICATIONS SECTION 1202.4. 1 & 1204. 1 UJ 3. WALLS COMMON TO GARAGE AND HOUSE TO HAVE A LAYER OF 5/8", The junction of the top plate and the completely filling the cavity with a SECTION R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND FIRE RATED GYPSUM BOARD AT GARAGE SIDE WITH 5'-O" RETURN ON exterior walls shall be sealed. material having a thermal resistance MINIMUM REQ'D. PROPOSED SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE WALLS Knee walls shall be sealed. of R-3 per inch minimum. Exterior MINIMUM SQ.FT. OF NET GLAZED OPENABLE ARE THOSE WHERE THE MAXIMUM CLEAR HT. BETWEEN JOISTS ADJACENT WALLS &CEILING. MANUFACTURED LUMBER REQ. 2 LAYERS USE PROPOSED SLOPE HT./ SLOPE HT./ USE LITE/SQ.FT. VENT/SQ.FT. OF 5/8" FIRE RATED GYPSUM BOARD thermal envelope insulation for REQUIRED AREA AREA% AREA% framed walls shall be installed in FURRED HT. FURRED HT. Y substantial contact and continuous & RAFTERS IS LESS THAN 42 INCHES, OR WHERE THERE IS NOT � 4. ALL BATH/TOILET AREA WALLS AND, CLG. ADJ. TO WET AREAS TO HAVE alignment with the air barrier. 1 ST. FLOOR 1 ST. FLOOR TWO OR MORE ADJACENT TRUSSES W/THE SAME WEB z �. WATER RESISTANT GYP. BD., OR WALL-TILE SET ON CONC. BD. OR APP. EQ. KITCHEN 70 SQ.FT. 417 SQ.FT. 6'-8" 7'-6" N/R 10'-0" KITCHEN 70 SQ.FT. 141 SQ.FT. 34% 62 SQ.FT. 15% CONFIGURATION CAPABLE OF CONTAINING A RECTANGLE 42" O wlNDows, SKYLIGHTS The space between window/door HIGH BY 2 FT. WIDE OR GREATER LOCATED WITHIN THE PLAN & DOORS 7' jambs and framing, and skylights and DINING RM. 70 SQ.FT. 293 SQ.FT. 6'-8" -6" N/R 10'-0" DINING RM. 70 SQ.FT. 189 SQ.FT. 23'/0 176 SQ.FT. 21'/0 _ framing shall be sealed. OF THE TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE GENERAL FRAMING (NOTES GREAT RM. 70 SQ.FT. 542 SQ.FT. 6'-8" 7'-6" N/R 10'_0'. GREAT RM. 70 SQ.FT. NEED NOT BE ASSUMED TO ACT CONCURRENTLY W/ANY W W RIM JOISTS Rim joists shall include the air barrier. Rim joists shall be insulated. Q z BATH #1 30 SQ.FT. 35 SQ.FT. 6'-8" 7'-6" N/R 10'_0.. BATH #1 30 SQ.FT. 9 SQ.FT, 26% 4.5 SQ.FT. 13% OTHER LIVE LOAD REQUIREMENTS. Floor framing cavity insulation shall Q be installed to mainain permanent LAUNDRY RM. 70 SO.FT. 128 SQ.1FT. 6'-8" 7'-6" N/R 10'-0" LAUNDRY RM. 70 SO.FT. 25 SQ.FT. 20% 30 SQ.FT. 23.5% _x 1. ALL WALLS, 2"X4"AND 2"X6", TO BE STUD GRADE OF BETTER 16" O.C., c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR UN- w ALL OTHER FRAMING MATERIAL TO BE #2 DOUGLAS FIR OR BETTER. contact with the underside vi subfloor FOYER N/R 121 SQ.IFT. 6'-8" 7'-6" N/R FORMEDLY DISTRIBUTED L. L. OR A 300 LB. CONCENTRATED decking, or floor framing cavity. 10-0" FOYER N/R 17 SQ.FT. 14/0 21 SQ.FT. 14/o z 2. ALL WOOD FRAMING IN CONTRACT WITH CONCRETE OR MASONRY FLOORS (including above garage The air barrier shall be installed at Insulation shall be permitted to be in LOAD ACTING OVER AN AREA OF 4 SQ." , WHICHEVER a�cantiTev a floors)) any exposed edge of insulation. contact with the top side of sheathing, BATH #2 30 SQ.FT. 37 SQ.FT. 5' 7'-6" N/R 10'_0 BATH #2 30 SQ.FT. 6 SQ.FT. 16% 3 SQ.FT. 8% O W W TO BE PRESSURE TREATED. or continuous insulation installed on PRODUCES THE GREATER STRESSES. the underside of floor framing and STORAGE N/R 36 SQ.F T. 6'-8" 7'-6" N/R 10'-O" STORAGE N/R 10 SQ.FT. 28% 5 SQ.FT. 14% 3. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL WALLS PARALLEL TO FLR. extends from the bottom to the top of d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION JOIST SPAN DIRECTION UNLESS OTHERWISE SPECIFIED, all perimeter floor framing members. BATH #3 30 SQ.FT. 68 SQ.FT. 5' T-6" N/R 10'_0" BATH #3 30 SQ.FT. 10 SQ.FT. 15% 5 SQ.FT. 7.5% AT ANY POINT ALONG THE TOP. GE 4. PROVIDE X-BRACING OR SOLID BLOCKING AT A MAXIMUM OF 8'-0" O.C. STUDY 50 SQ.FT. 471 SQ.IFT. 6'-8" 7'-6" N/R 10._0'1 STUDY 50 SQ.FT. 130 SQ.FT. 28% 91 SQ.FT. 19'/o O Exposed earth in unvented crawl Where provided instead of floor e. SEE SECTION R502 2 1 FOR DECKS ATTACHED TO EX. WALLS Ir FOR ALL DIMENSIONAL LUMBER FLOOR JOISTS. �' CRAWL SPACE WALLS spaces shall be covered with a Class insulation, insulation shall be 2ND FLOOR 2ND FLOOR 5. FLOOR CONSTRUCTION: 3/4"T. &GI. PLYWOOD SUBFLOOR. FINISHED I vapor retarder with overlapping permanently attached to the crawl0 - f. GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE Q MATERIAL TO BE APPLIED OVER SUSQ.FT.LOOR. GLUE AND SCREW PLYWOOD joints taped. space walls. M. BEDROOM 70 SQ.FT. 328 SQ.FT. 6'-8" T-6" N/R 91_011 M. BEDROOM 70 SO.FT. 107 SQ.FT. 33% 73 SQ.FT. 23% HANDRAIL) BALUSTERS & PANEL FILLERS SHALL BE DESIGNED TO FLOOR JOISTS. Duct shafts, utility penetrations, and BEDROOM #1 70 SQ.FT, 223 SQ.,FT. 5' 7'-6" N/R 91_01. BEDROOM #1 70 SO.FT. 33 SQ.FT. 15% 17 SO.FT. 8% TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF Q 6. ALL WINDOW AND DR. HDRS. TO BE MIN. (2) 2"X10" UNLESS OTHERWISE SHAFTS, PENETRATIONS flue shafts opening to exterior or 50 LB. ON AN AREA EQUAL TO 1 SQ. FT. THIS LOAD NEED NOT W unconditioned space shall be sealed. BEDROOM #2 70 SQ.FT, 245 SQ,FT. 6'-8" 7'-6" N/R 9'_011 BEDROOM #2 70 SO.FT. 33 SQ.FT. 14% 17 SQ.FT. 7% SPECIFIED. ALL INT. HDRS. TO BE (2) 2"X10" UNLESS OTHERWISE BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE C, -j SPECIFIED. Batts in narrow cavities shall be cut to M. BATH 30 SQ.FT. 172 SQ..FT. 5' 7'-6" N/R 9'-0', M. BATH 30 SQ.FT. 40 SQ.FT. 23% 20 SQ.FT. 12% . O 7. PROVIDE FULL SOLID BLOCKING UNDER ALL BEARING WALLS. fit, narrow cavities shall filled by < T_NARROW CAVITIES insulation that on installationn LOAD REQUIREMENTS readily M. CLOSET 1 N/R 42 SO..FT. 5' 7'-6" N/R g'_0" M. CLOSET 1 N/R 5 SQ.FT. 12'/0 2 SQ.FT. 5'/0 conforms to the available cavity g. APPLIES TO ATTIC SPACES NOT MEETING THE O 8. ALL BMS. TO HAVE ADEQUATE BEARING AT EACH END OR AS SPECIFIED. space. M. CLOSET 2 N/R 42 SO..FT. 6-8" 7'-6" N/R 91_01, M. CLOSET 2 N/R 5 SQ.FT. 12% 2 SQ.FT. 5% REQUIREMENTS FOR STORAGE PER FOOTNOTE b. SEE SECT. 9. ALL FLUSH BM. AND JOIST INTERSECTIONS TO HAVE GALVANIZED HGRS. Air sealing shall be provided between HALUFOYER N/R 312 SQ..FT. N/R N/R N/R 9'_0HALL/FOYER N/R 45 SQ. FT. 14'/0 23 SQ. FT. 7'/o SECTION R802.4.2 FOR CONVENTIONAL CEILING JOISTS AND 0 10. TYPICAL EXTERIOR WALLS AND ROOF TO BE SHEATHED WITH 1/2" EXT. GARAGE SEPARATION the garage and conditioned spaces. O BATH #5 30 SQ.FT. 73 SQ..FT. 5' 7'-6" _O . 16'/0 N/R 9' �� BATH #5 30 SQ.FT. 15 SQ.FT7 SO.FT. 8'/o SECTION R802.10.6 FOR TRUSSES. FOR ATTICS WITH LIMITED (n GRADE PLYWOOD. PLYWOOD TO SPAN OVER ALL PLATES AND HEADERS. STORAGE AND CONSTRUCTED W/ TRUSSES, THIS L. L. NEED Recessed light fixtures Installed in the Recessed light fixtures installed in the LINEN CLOSE N/R 22 SQ..FT. 5' 7'-6" _p N/R g' 1. LINEN CLOSE N/R 5 SQ.FT. 23 2 SQ.FT. 9 11. PROVIDE INSULATION BAFFLES AT SAVE VENTS BETWEEN RAFTER. RECESSED LIGHTING building thermal envelope shall be building thermal envelope shall be air '/0 '/0 ONLY BE APPLIED TO THOSE PORTIONS OF THE BOTTOM sealed to the drywall. tight and IC rated. BATH #4 N/R 52 SQ..FT. 6'-8" 7'-6" N/R 9'_0" BATH #4 N/R 20 SQ. FT. 38% 10 SQ. FT. 19% CHORD OF NOT LESS THAN TWO ADJACENT TRUSSES W/ THE Batt insulation shall be cut neatly to GUEST BED. 70 SQ. FT. 287 SQ..FT. N/R N/R N/R 9'_0,, GUEST BED. 70 SQ. FT. 86 SQ.FT. 30% 62 SOFT. 22% SAME WEB CONFIGURATION CONTAINING A RECTANGLE 42" GENERAL ELEVATION NOTES fit sound wiring and plumbing in (1067 MM) HIGH OR GREATER BY 2 FEET (610 MM) WIDE OR PLUMBING AND WIRING exterior walls, or insulation that on Installation readily conforms to GREATER LOCATED WITHIN THE PLANE OF THE TRUSS. THE available space shall extend behind 1. EXT. FLASHING TO BE CORRECTLY INSTALLED AT ALL CONNECTIONS piping and wiring. ALLOWABLE DEFLECTION OF STRUCTURAL RECTANGLE SHALL FIT BETWEEN THE TOP OF THE BOTTOM BETWEEN ROOFS, WALLS, CHIMNEYS, PROJECTIONS, AND PENETRATIONS a,b,c CHORD AND TEH BOTTOM OF ANY OTHER TRUSS MEMBER, The air barrier installed at exterior MEMBERS - REF. TABLE 301 .7 AS REQUIRED BY APPROVED CONSTFIUCTION PRACTICES. SHOWER/TUB walls adjacent to showers and tubs Exterior walls adjacent to showers & PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS MET: 2. GENERAL CONTRACTOR TO PROVILDE ADEQUATE ATTIC VENTILATION & ON EXTERI R WALL shall separate them from the showers tubs shall be insulated.and tubsALLOWABLE 1 . THE ATTIC AREA IS ACCESSIBLE BY A PULL-DOWN STAIRWAY 0 . ROOF VENTS. OR FRAMED OPENING IN ACCORDANCE WITH SECTION 807.1 ; 3. PROVIDE APPROPRIATE SOFFIT VE�,JTILATION AT OVERHANGS. The air barrier shall be installed STRUCTURAL MEMBER DEFLECTION 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH ,< 2:12 ELECTRICAL/PHONE BOX behind electrical or communication N EXTERIOR WALLS boxes or air-sealed boxes shall be RAFTERS HAVING SLOPES GREATER THAN installed. 3 / 12 WITH NO FINISHED CEILING ATTACH. L/ 180 h. ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE GENERAL PLUMBING NOTES HVAC register boots that penetrate TO RAFTERS: DESIGNED TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED HVAC register boots building thermal envelope shall be FOR SLEEPING ROOMS. sealed to the subfloor or drywall. INTERIOR WALLS AND PARTITIONS: H / 180 L GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS 1. PLUMBING SUBCONTRACTOR TO BE RESPONSIBLE FOR COMPLIANCE W/ When required to be sealed, ALL APPLICABLE CODE AND SAFETY REQUIREMENTS. CONCEALED SPRINKLERS concealed fire sprinklers shall only be FLOORS AND PLASTER CEILINIGS: L/360 SHALL BE DESIGNED WITH A SAFETY FACTOR OF 4. THE INSTALLATION OF sealed in a manner that is SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE 2, IF WALL PLATES OR JOISTS ARE CUT DURING THE M PLUMBING FIXTURES OR EQUIPMENT, PROVIDE BRACING THE FRAMING recommended by the manufacturer. ALL OTHER STRUCTURAL EVIBERS: L/240 CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, Caulking or other adhesive sealants AND TO THE LOAD ON THE IN-FILL COMPONENTS. THESE PER ALL APPLICABLE CODES. fshall not be ire sprinkler cover platvoids s a d between EXTERIOR WALLS W/ PLASTER OR STUCCO H / 360 LOADS SHALL BE DETERMINED INDEPENDENT OF ONE or ceilings. FINISH: ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH GENERAL HVAC SYSTEM NOTES EXTERIOR WALLS - WIND LOAIDSa WITH ANY OTHER LIVE LOAD. BRITTLE FINISHES: L/240 UJ 1. MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALLFLOORSWALLSAND CEILINGS FLOORS AND FOUNDATIONS EXTERIOR WALLS - WIND LOAIDSa WITH L/ 120 APPLICABLE CODES AND SAFETY REQUIREMENTS. , , OVER OUTSIDE AIR. FLEXIBLE FINISHES: 2. HVAC SUBCONTRACTOR TO FULLY COORDINATE ALL SYSTEM DATA AND INSULATION INSUL. INSUL.R U-FACTOR OR AREA OR REQUIREMENTS WITH THE EQUIPMENJT SUPPLIER. DESCRIPTION R-VALUE U-FACTOR X AREA = UA DESCRIPTION DEPTH FACTOR R-FACTOR X PERIMETER _ UA NOTE:L-SPAN LENGTH,H-SPAN HEIGHT. A�tf a a.THE WIND LOAD SHALL BE PERMITTED TO BE WAKEN AS 0.7 TIMES THE COMPONENT AND s p� �� I Q 3. HVAC SUBCONTRACTOR TO PROVIIDE FINAL SYSTEM LAYOUT DRAWING CEILING R-38 0.31 2,176 SQ.FT. 674 BASEMENT WALL 2'-0" R-10 0.56 2,084 SQ.FT 1,167 CLADDING LOADS FOR THE PURPOSE PF DETERMAINING THE DEFLECTION LIMITS HEREIN. ` �J i+P &SUBMIT IT TO GENERAL CONTRACTOR, OWNER, AND EQUIPMENT CRAWL SPACE 2'-O" R-19 0.56 -- N/A b.FOR CANTILEVER MEMBERS,"L"SHALL BETAKEN AS TWICE THE LENGTH OF THE CANTILEVER. p SUPPLIER FOR FINAL REVIEW.AND APPROVAL. INTERIOR FLOOR R-38 0.31 2,450 SQ.FT. 760 ? ' C3 0 UNHEATED SLAB 4" R-4.5 N/A 2.377 SQ.F r N/A c. FOR ALUMINUM STRUCTURAL MEMBERS OF P/ANELS USED IN ROOFS OR WALL OF SUNROOM "'� Z EXTERIOR WALLS R-21 0.31 5,548 SQ.FT. 1,714 ADDITIONS OR PATIO COVERS,NOT SUPPORTING EDGE OF GLASS OR SANDWICH PANELS,THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED U/60.FOR SANDWICH PANELS USED IN ROOFS OR c 4 c .I� J EMERGENCY ESCAPE/RESCUE OPENINGS TOTAL AREA 13,354 SQ.FT. TOTAL PROPOSED"UA" 1,167 S2 NROOM ADDITIONS OR PATIO COVRS,THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L./ 0i�p;�,.�!�,� t j SECT. R31 *mac ' m 3 HEATING & COOLING s''q o�42 a ow 1. MINIMUM OF ONE EMERGENCY ESCAPE AND RESCUE OPENING CRITERIA ZONE 11B WALLS, WINDOWS, AND DOORS MINIMUM ROOF L. L. IN POUNDS/ SQ. FT. OF O1ZNE�l �a: REQUIRED IN EVERY SLEEPING ROOM. DETACHED ONE FAMILY WALLS. INSULATION HORIZONTAL PROJECTION - REF. TABLE 301 .6 D 2. OPENING SILL HEIGHT TO BE A MNIMUM OF 44 INCHES ABOVE FLOOR. DESCRIPTION R-VALUE U-FACTOR X AREA = UA U)0 MODE: HEATING OR COOLING 0.14 _LL 3. NET CLEAR OPENING SIZE TO BE A MINUMUM OF 5.7 SQUARE FEET. ROOF CEILING 0.031 WALL R-21 Uo=0.14 4337 SQ.FT. 774 TRIBUTARY LOADED NOTE: 00 AREA IN SQ. FT. FOR CONTRACTOR TO NOTIFY THE ARCHITECT W 4. MINIMUM OF 5.0 SQ. FT. REQUIRED FOR GRADE FLOOR OPENINGS. UNHEATED SLAB ON GRADE 4.5 WINDOW R= .3/SQ.FT. 0.35 712 SQ.FT. 250 OF ANY AND ALL REVISIONS DUE TO FIELD D pj ANY STRUCT. MEMBER CONDITIONS, CLIENT,AND OR GENERAL 0 5. MIN. NET CLEAR OPENING SILL HT. LOCATED BELOW ADJ GROUND ELEV. BASEMENT WALL a.b. 0.1 DOOR N/A 0.35 481 SOFT. 168 CONTRACTOR WHICH DIFFER FROM THE 0 r WINDOW WELL REQ. ALLOW FOR DR, OR WINDOW TO BE FULLY OPENED. ROOF SLOPE 0 - 200 200 201 - 600 OVER 600 CONSTRUCT. DRAWINGS/SPECIFICATIONS. CRAWL SPACE WALL 0.06 TOTAL AREA 5530 SQ.FT. SCALE: 6. MIN. OF 9 SQUARE FEET IN HORIZONTAL DIMENSION, MIN. WIDTH OF 36" FLAT OR RISE LESS THAN 4" PER 20 16 12 1/4"=1'0" (ENCROACHMENT OF 6 INCHES PERMITTED FOR LADDER OR STEPS). FOOT- (1:3) OFFICE SET DWG. NAME: 7, PERMANENT COMPLYING LADDER OR STEPS WHERE VERTICAL DEPTH RISE 4" PER FOOT (1:3) TO LESS THAN 12" PER FOOT 1:1) 16 14 12 1 " 19. 1 8 ENERGY NOTES EXCEEDS 44 INCHES. ( 8. BULKHEAD ENCLOSURES WITH DIRECT EXTERIOR ACCESS PERMITTED RISE 12" PER FOOT (1:1) 12 12 12 AND IF IN COMPLIANCEWITH MINIMUM NET CLEAR OPENING REQUIREMENTS. AND GREATER CALCULATIONS 9. BARS, GRILLES, COVERS AND SCREENS PROHIBITED UNLESS DEVICES THESE DRAWINGS ARE INSTRUMENTS OF SERVICE &ARE THE PROPERTY OF THE ARCHITECT.NO ARE RELEASABLE OR REMOVEABLE FROM INSIDE WITHOUT USE OF KEY, FOR SI: 1 SQ. FT. = 0.0929 m2, 1 POUND PER SQ. FOOT = 0.0479 kPa. REVISIONS,CHANGES&OR MODIFICATIONS DWG. NO.: TOOL OR EXCESSIVE FORCE. 1 INCH PER FOOT = 83.3 mm/m. SHALL BE ALLOWED WHO WRITTEN AUTHORIZATION BY THE ARCHITECT.ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. A-5 NAILING SCHEDULE CONTINUED FROM TABLE 3.2A ROOF+1 FLOOR ROOF+2 FLOORS ROOF+3 FLOORS � 181I� NOTE: W WALL HEIGHT 8' 10' 8' 10' 8' 10' PRESCRIPTIVE DESIGN TABLE 3.1 (AMEFIICAN FOREST&PAPER ASSOCIATION) CONTRACTOR OF ANY AND ALLL NOTIFY THE ARCHITECT U REVISIONS DUE TO FIELD TOP PLATE TO WALL WALL I' CONDITIONS, CLIENT,AND OR GENERAL w NUMBER OF NUMBER OF ROOF PITCH RIDGE HEIGHT ADJUSTMENT FACTOR WALL a JOINT DESCRIPTION NAIL SPACING TRACTOR WHICH DIFFER FROM THE COMMON NAILS BOX NAILS " W (�•) 8 I CONSTRUCT. DRAWINGS/SPECIFICATIONS. ROOF FRAMING 0' FLA 0.58 0,72 0.66 0.81 0.70 0.86 4'1 411 Z RAFTER TO TOP PLATE(TOE-NAILED)@16"O.C. (SEE TABLE 3.4A) (SEE TABLE 3.4A) PER RAFTER 56:12 (5' 0.66 0.79 0.71 0.86 0.74 0.90 WALL WALL r�'''� 10' 0,74 0.87 0.76 0.91 0.78 0.94 31 I 21 p1 l CEILING JOIST TO TOP PLATE(TOE-NAILED) (SEE TABLE 3.4A) (SEE TABLE 3.4A) PER JOIST "// U 5' 0.72 0.86 0.75 0.90 0.77 0.93 I CLEARANCE OFFICE SET CEILING JOIST TO PARALLEL RAFTER 10' 0.87 1.00 0.85 1.00 0.84 1.00j L (1! (FACE-NAILED) (SEE TABLE 3.8A) (SEE TABLE 3.9A) EACH LAP >6;12 �11 I k cn N 2411 CLEARANCE 1 21 " TOILET, BATH AND 1 . 1 9. •'•I 8 15' 1.01 1.14 0.95 1.10 0.91 1.07 3' SHOWER SPACED \ z � CEILING JOIST LAPS OVER PARTITIONS (SEE TABLE 3.9A) (SEE TABLE 3.9A) EACH LAP 20' 1.15 1.29 1.04 1.19 0.99 1.14 j IN FRONT OF OR�`L1ARANCE SCALE: 1'=1/2" z O (FACE-NAILED) COLLAR TIE TO RAFTER(FACE-NAILED) (SEE TABLE 3.6) (SEE TABLE 3.6) PER TIE TOILET, BATH AND U SHOWER SPACED o BLOCKING TO RAFTER(TOE-NAILED) 2-81D 2-1OD EACH ENDTABLE 3.2 B BOTTOM PLATE TO FOUNDATION SCALE: 1'=1/2" THESE DRAWINGS ARE INSTRUMENTS OF SERVICE J+ N WALL &ARE THE PROPERTY OF THE ARCHITECT.NO .� 2-16D 3-16D EACH END REVISIONS,CHANGES&OR MODIFICATIONS RIM BOARD TO RAFTER(END-NAILED) CONNECTIONS (ANCHOR BOLTS) R ES I STI N G -- WALL FRAMING SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION � � 'z pp LATE RAL AND S H EAR LOADS FROM WIND 3-VENT 8 VENT I JVEM O THE ARCHITECT.ANY REPRODUCTION IN PART TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16D1 2-i6D1 PER FOOT �} OR WHOLE IS STRICTLY PROHIBITED BY LAW. \ U TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16D 5-16D JOINTS-EA.SIDE p M EXPOSURE B. (PRESCRIPTIVE ALTERNATE TO TABLE 3.2) STUD TO STUD(FACE-NAILED) 2-16D 2-16D 24"O.C. ` act HEADER TO HEADER(FACE-NAILED) 16D 16D 24"O.C. FOR EXPOSURES B&C AND ALL WIND SPEEDS """ "� \ GI I I I � TOP OR BOTTOM PLATE TO STUD MAXIMUM ANCHOR BOLT r�� "" ��� EU�`+�(�y (SEE TABLE 3.5A) (SEE TABLE 3.5A) PER STUD ANCHOR BOLT DIAMETER (IN.) SHOWER SHOWER r7 U M N (END-NAILED) SPACING (IN.)1234 .I ,I ` "� NO BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, 2-16D' 3-16D PER FOOT 1/2" 31 "" I I I (, O END JOIST,OR BLOCKING (TOE-NAILED) r „/2• 1 FLOOR FRAMING 5/8" 48 I I I 1I I 1 .� ` U N O - M JOIST TO SILL,TOP PLATE OR GIRDER 4-8D 4-10D PER JOIST 1 PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.2. (TOE-NAILED) I B.SINK B SINK I B.SINK B.SINK i%T' , \ Is \\\\\\\\\\\\ BRIDGING TO JOIST OE-NAILED 2-8D 2-10D EACH END 2WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT,LATERAL&SHEAR LOADS,THE MAXIMUM I wc. I we y g __ \\M\ \\\1 ANCHOR BOLT SPACING SHALL NOT EXCEED THE LESSER OF THE TABULATED VALUES FOR BLOCKING TO JOIST(TOE-NAILED) 2-80, 2-1 OD EACH END UPLIFT LOADS(TABLE 3.2C)OR LATERAL AND SHEAR LOADS(TABLE 3.2B). FOR OTHER ANCHOR T \\\\\\ BOLT LIMITATIONS,SEE SECTION 3.2.1.7 AND 3.2.2.3. I I e► Q212 0 \�\\ \ BLOCKING TO SILL OR TOP PLATE OE-NAILED 3-16D 4-16D EACH BLOCK SECOND FLOOR I I YT� �\ \\\ \\� ) 3 LEDGER STRIP TO BEAM (FACE-NAILED) 3-16D 4-160 EACH JOIST TABULATED ANCHOR BOLT SPACINGS FOR LATERAL AND SHEAR LOADS ASSUME WALLS ARE -C O 2' r z• z° \ \\ SHEATHED IN ACCORDANCE WITH SECTION 3.a.4.2. FOR OTHER WALL SHEATHING TYPES,THE ------------------I----------------------------- - ---------------------------- ----- ---- --_--_ \\\�\\ •. TABULATED ANCHOR BOLT SPACINGS SHALL BE DIVIDED BY THE APPROPRIATE SHEATHING TYPE 3 VENTC.O. \ 1IN , JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-SD 3-1 OD PER JOIST ADJUSTMENT FACTOR IN TABLE 3.17D, BUT IN NO CASE SHALL ANCHOR BOLT SPACING EXCEED I ( B vENr \\M\\ BAND JOIST TO JOIST(END-NAILED) 3-16D 4-16D PER JOIST 6 FEET ON CENTER. NEW PLUMBING ROUGHING/FIXT. I i REMOVE ALL EXISTING PLUMBING i .Q�\ \\ \ IN PROPOSED ADDITION. i� ROUGHING/FIXTURES ON 1ST.FL. 11101110 �� BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED 2-16D1 3-16D PER FOOT 4LATERAL CONNECTIONS SHALL BE DESIGNED TO RESIST LOADS IN TABLE 3.5. V I V/ \\O\ \\ i P\\": I ROOF SHEATHING / WOOD STRUCTURAL PANELS 8D IOD (SEE TABLE 3.10) NNI " Airi°,� ,,rrJ ,,rN 11/2',4 DIAGONAL BOARD SHEATHING TABLE 3.2C SILL O R BOTTOM PLATE TO FDN. I ' ' 1"X 6"OR 1"X 8" 2-8D 2-10D PER SUPPORT "-�" K;,SINK D.W. SINKWA3�1ER K.SIN D.W1 DRYER SINK I ' I 1"X10"ORWIDER 3-8D 3-10D PER SUPPORT CONNECTIONS (ANCHOR BOLTS) RESISTING W. 0 r r-� ,r- -� W. W CEILING SHEATHING - - „n. I I I I I I GYPSUM WALLBOARD 5D COOLERS SD COOLERS 7"EDGE/10"FIELD UPLIFT LOADS FROM WIND - EXPOSURE B r WAS ER DRYER FIRST FLOOR T V WALL SHEATHING (PRESCRIPTIVE ALTERNATE TO TABLE 3.2) r r Iz Nn(LOCATION; !' WOOD STRUCTURAL PANELS SD 10D (SEE TABLE 3.11) C.O. C.O. STRUCTURAL FIBERBOARD PANELS 700-YR. WIND SPEED 110 115 120 130 140 150 160 170 180 195 1/2" 111 GA.GALV. - 3"EDGE/6"FIELD 3 SECOND GUST (MPH) TO APPROVED FR120"X 1 NAIL C.O. 4" SANITARY SYSTEM t ' ' (0.120"X 1 1/2"L. SILL OR BTTM. PLATE TO (LOCATION: BASEMENT) C.O. PLUMBING NOTES W X 3/8"HEAD) FON. ANCHOR BOLT- PL. FOUNDATION MAXIMUM ANCHOR BOLT SPACING (IN.) 25/32" 111 GA.GALV. - 3"EDGE/6"FIELD CONNECTION RESISTING SIZE SUPPORTING ,,z 1.PROVIDE MATERIALS FOR WATER SUPPLY AND DISTRIBUTION SYSTEMS 1/8"SLOPE PER 1' PLUMBING RISER DIAGRAM PER TABLES:P2904.4.1,THATEISTIN 5,&P2904.6. Q ROOFING NAIL 1/8"SLOPE PER 1' G.C.TO CHECK THAT EXISTING WATER SUPPLY IS COPPER"K". (0.120"X 1 1/2"L. 8' END ZONES 4"TRAP X 3/8"HEAD) N.T.S. MATERIALS FOR DRAINS,WASTE,&VENTS PER TABLE P3002.1&P3111.3 /y LL GYPSUM WALLBOARD 50 COOLERS 5D COOLERS 7"EDGE/10"FIELD 1 -3 STORIES 72 7PVC TO BE SCHEDULE 40 OR BETTER. l 57 43 35 30 27 24 22 20 z HARDBOARD 8D 8D (SEE TABLE 3.11) 2X4 INTERIOR ZONES 0 } PARTICLEBOARD PANELS 8D SD (SEE MANUFACT.) DIAGONAL BOARD SHEATHING UPLIFT LOADS Q 1"X 10' OR WIDIDER 3-8D 3-10D PER SUPPORT 8' END ZONES 1 -3 STORIES 72 72 66 50 41 35 31 28 23 23 TABLE 3.4A RAFTER AND/ OR CEILING JOIST TABLE 3.6 RIDGE CONNECTION TABLE 3.9A RAFTER/CEILING JOIST HEEL I I I W 1"X6"ORy" 2-8D 2-10D PER SUPPORT TO TOP PLATE LATERAL AND SHEAR REQUIREMENTS FOR WIND 1 (CONTINUED) JOINT CONNECTION REQUIEMENTS (CONT D) 0 W Z FLOOR SHEATHING 1 -3 STORIES 72 72 68 51 42 36 32 29 26 23 CONNECTION REQUIREMENTS - EXPOSURE B EXPOSURE B (DEAD LOAD ASSUMPTIONS: ROOF ASSEMBLY DL = 10 PSF) Q WOOD STRUCTURAL PANELS 2X6 3EQUIVALENT CONNECTIONS ARE REQUIRED FOR CEILING JOIST TO CEILING JOIST LAP SPLICES. __xx 1"X 6"OR 1"X 8" 8D 10D 6"EDGE/12 "FIELD INTERIOR ZONES (PRESCRIPTIVE ALTERNATE TO TABLE:3.4) 4 W 1"X10"OR WIDER 10D 16D 6"EDGE/12"FELD 700-YR. WIND SPEED TABULATED HEEL JOINT CONNECTION REQUIREMENTS DO NOT INCLUDE THE ADDITIONAL DIAGONAL BOARD SHEATHING 1 -3 STORIES 72 72 72 1 60 1 49 1 42 1 37 1 34 1 31 1 27 700-YR. WIND SPEED 3 SECOND GUST (MPH) 110 115 120 130 140 150 160 170 180 195 WEIGHT OF THE CEILING ASSEMBLY. Z 1"X 6"OR 1"X 8" 2-8D 2-10D PER SUPPORT 11 O 115 120 13(0 140 150 160 170 180 195 5 I ' I 1"X10"OR WIDER 3-8D 3-10D PER SUPPORT 1 PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.2. 3 SECOND GUST (MPH) ROOF SPAN REQUIRED CAPACITY OF RIDGE CONNECTION TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUME CEILING JOISTS OR RAFTER TIES _ W W ROOF PITCH ,zaa ARE LOCATED AT THE BOTTOM OF THE ATTIC SPACE.WHEN CEILING JOISTS OR RAFTER TIES - 2WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL&SHEAR LOADS,THE MAXIMUM RAFTER/CEILING JOIST WALL HEIGHT NUMBER OF 8D COMMON NAILS OR 10D BOX (FT.) (PLF) ARE LOCATED HIGHER IN THE ATTIC SPACE, NO ATTIC STORAGE IS ASSUMED,AND THE r 2 ANCHOR BOLT SPACING SHALL NOT EXCEED THE LESSER OF THE TABULATED VALUES FOR SPACING (IN.) (FT.) NAILS (TOENAILEID) READ. IN EACH RAFTER & TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE INCREASED BY THE Q (-- UPLIFT LOADS(TABLE 3.2C OR LATERAL AND SHEAR LOADS(TABLE 3.2B).FOR OTHER ANCHOR 12 65 77 88 113 139 168 199 231 266 321 FOLLOWING FACTORS. Ir /OR CEILING JOIIST TO TOP PLATE CONNECT,34 16 87 102 118 150 186 224 265 308 354 428 0 BOLT LIMITATIONS,SEE SECTION 3.2.1.7 AND 3.2.2.3. W 1 NAILING REQUIREMENTS ARE BASED ON WALL SH20 109 128 147 188 232 280 331 385 443 536 CEILING HEIGHT/TOP SHEATHING NAILED 6"ON-CENTER AT THE PANEL EDGE. 8 2 2 2 2 3 3 3 3 3 3 PLATE-TO-ROOF RIDGE HEEL JOINT CONNECTION ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. 12 10 2 2 2 2 3 3 3 3 3 3 4:12 24 131 153 176 226 279 336 397 463 532 643 ADJUSTMENT FACTORS HB HEIGHT(H�/HR) 2.00 FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3"O.C.AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR 28 153 179 206 263 325 392 464 540 620 750 J CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR 8 2 2 2 3 3 3 3 3 3 3 32 174 204 235 301 372 448 530 61 7 709 857 R Q ALTERNATIVE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. TABLE 3.3A4 5/8" ANCHOR BOLTS - FDN. SILL 16 10 2 2 2 3 3 3 3 3 3 4 36 196 230 264 338 418 504 599 694 797 964 1/3 1.50 _ 2WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OFPLATE CONNECTION RESISTING SHEAR 24 8 3 3 3 a 5 5 5 5 5 5 12 51 60 69 88 109 132 158 182 209 253 1/5 1.25 SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. 10 3 3 3 4 5 5 5 5 5 6 16 68 80 92 118 146 176 208 242 279 337 1/6 1.20 W LOADS FROM SEISMIC. (PRESCRIPTIVE ALTERNATE TO TABLE 3.3) 1 PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4. 20 85 100 115 147 182 220 260 303 348 421 1/10 1.11 0 5:12 24 102 119 138 177 219 264 312 364 418 506 NOTE: LATERAL DEFLECTION OF THE RAFTER BELOW THE RAFTER TIES MAY EXCEED 3/4 INCH O 2WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, WALL HEIGHT 8' 10' 28 119 139 161 206 255 308 364 424 488 590 WHEN RAFTER TIES ARE LOCATED ABOVE ONE-THIRD OF THE TOP PLATE-TO-ROOF RIDGE HEIGHT, 0 MINIMUM SDC A SDC B SDC C THE SUM OF THE TOENAILS IN THE RAFTER AND CEILING JOIST TOP PLATE TO 32 136 159 184 236 292 352 416 485 557 674 H OR WHEN H IS GREATER THAN 2 FEET AND MAY REQUIRE ADDITIONAL CONSIDERATION. TABLE 3.2A 5/8" ANCHOR BOLTS - SILL PLATE ADJ. FACTOR SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS RIDGE HT. (FT.) 36 153 1791207 265 328 396 468 545 627 758 O FOUNDATION BUILDING L/W L/W L/W REQ'D. 10' 1.00 1.00 Cc r TO FOUNDATION CONNECTIONS RESISTING SUPPORTING DIMENSIONS 1 1.5 2 2.5 3 l 1.5 1 2 2.5 3 1 1.5 2 2.5 3 3TO AVOID SPLITTING, NO MORE THAN TWO TOENAILS SHALL BE 15 1.15 1.25 12 48 55 63 81 99 119 141 164 188 227 SHEAR LOADS FROM WIND* EXPOSURE B. ( ) ,z3ase INSTALLED IN EACH SIDE OF THE RAFTER OR CEILING JOIST 20' 1.40 1.50 16 63 74 85 108 133 159 188 218 250 302 0 W FT. NUMBER OF BOLTS REQUIRED " " TABLE 3. 10 ROOF SHEATHING ATTACHMENT WHEN FASTENED TOA 2X4 TOP PLATE OR 3 TOENAILS IN EA.SIDE 20 79 92 106 135 166 199 235 273 313 378 'n 12 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 6:12 24 95 111 127 162 199 239 282 327 376 453 REQUIRE. FOR WIND LOADS EXPOSURE B �!J (PRESCRIPTIVE ALTERNATE TO TABLE 3.2) 16 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4WHERE TOP PLATE-TO-RIDGE HEIGHTS EXCEED 10',THE SHALL 28 111 129 148 188 232 279 329 382 438 529 0 20 1 1 1 1 l 1 1 1 1 1 1 1 1 2 2 BE ADJUSTED AS FOLLOWS: 32 127 148 169 215 265 319 376 436 501 605 THREE SECOND GUST 24 1 1 1 1 1 1 1 1 1 2 1 1 2 2 2 36 143 166 190 242 298 358 423 491 564 680 700-YR.WIND SPEED 110 115 120 130 140 150 160 170 180 195 3 SECOND GUST (MPH) 700-YR.WIND SPEED (MPH) 110 115 120 130 140 150 160 170 1 28 1 1 1 1 1 1 1 2 2 2 1 2 2 2 3 RAFTER/ STRUCTURAL SHEATHING 32 1 1 1 17 - 1 1 2 2T - 2 2 2 37 - 12 49 55 62 76 94 112 132 153 179 211 BUILDING DIMENSION 5/8"ANCHOR BOLTS > > > 16 65 73 82 102 125 149 176 204 233 281 TRUSS RAFTER/ FOUNDATION 36 1 1 1 1 - 1 2 2 2 - 2 2 3 3 - TABLE 3.5A TOP AND BOTTOM PLATE TO STUD 20 81 93 103 127 156 187 220 254 291 351 SHEATHING FRAMING PERPENDICULAR TO TRUSS E F E F E F E F E F E F E F E F E F JEF SUPPORTING SILL PLATE ( LA NUMBER OF BOLTS REQUIRED 12 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 7:12 - 12:12 24 98 110 123 153 187 224 263 305 350 421 , SPACING IN SILL PLATE 16 1 1 1 1 1 1 1 1 1 2 1 1 2 2 2 LATERAL CONNECTIONS FOR WIND LOADS - 28 114 129 144 178 218 261 307 356 408 491 LOCATION SPECIFIC MAXIMUM NAIL SPACING FOR 8D COMMON NAILS(INCHES) 12 2 2 2 2 2 2 3 3 3 4 20 l l 1 1 1 1 1 2 2 2 1 2 2 2 3 32 130 147 164 204 250 299 351 407 466 562 GRAVITY, G OR 10D BOX NAILS (INCHES, O.C.) < 2 24 1 1 1 1 2 1 2 2 2 2 2 2 3 3 3 EXPOSURE B (PRESCRIPTIVE ALTERNATE TO TABLE 3.5) 36 147 165 185 229 281 336 395 458 525 632 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 16 2 2 2 2 3 3 3 4 4 5 28 1 1 1 2 2 1 2 2 3 3 2 3 3 4 4 0.49 16 6126126126126126126126 126 12612 32 1 1 2 2' - 2 2 3 3' - 2 3 4 57 - y TABULATED CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70 FOR 19.2 6 126 126 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 36 1 2 2 2T - 2 3 3 3T - 3 4 4 5T - 700-YR. WIND SPEED 1107, 1 O 1 15 120 13(0 140 150 160 170 180 195 FRAMING NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS. 24 6 126126 12 6 12 6 12 6 12 6 12 6 l2 6 12 6 12 0 20 2 2 3 3 3 4 4 5 5 6 3 SECOND GUST (MPH) INTERIOR 2TABULATED CONNECTION REQUIREMENTS ARE BASED ON TOTAL UPLIFT MINUS THE ROOF ZONE l2 1 1 1 7 1 7 7 1 1 2 1 l 2 2 2 12 6126126126126 726126126 72612612 24 3 3 3 3 4 4 5 5 6 7 WALL HEIGHT NUMBER OF 16D COMMON NAILS OR 40D BOX ASSEMBLY DEAD LOAD OF 6 PSF(0.6 X 10 PSF=6 PSF) 16 1 1 1 1 1 1 1 2 2 2 1 2 2 2 3 0.42 16 6126126126126126126126 12612612 20 1 1 1 1 2 1 2 2 2 3 2 2 3 3 4 STUD SPACING (IN.) (FT.) NAILS PER STUD'TO PLATE CONNECTION.1,2 3 28 3 3 3 4 4 5 6 6 7 8 TABULATED CONNECTION REQUIREMENTS ARE BASED ON A 12 INCH RIDGE CONNECTION 19.2 6 12 6 12 6 12 6 126 12 6 12 6 12 6 12 6 12 6 12 24 1 1 2 2 2 2 2 3 3 3 2 3 4 4 5 8 2 2 2 2 2 2 2 2 2 2 SPACING, FOR DIFFERENT RIDGE CONNECTION SPACING, MULTIPLY THE TABULATED VALUES BY 24 6 126 1261126 12 6 12 6 12 6 1261126 6 6 6 32 3 4 4 4 5 6 6 7 8 9 28 1 2 2 2 2 2 3 3 4 4 3 4 4 5 6 10 2 2 2 2 2 2 2 2 2 2 THE APPROPRIATE MULTIPLIER BELOW: ROOF & 1 FLOOR 32 1 2 2 37 - 2 3 4 47 - 3 4 5 67 - 12 2 2 2 2 2 2 2 2 2 2 RIDGE CONNECTION SPACING(IN.) 12 16 19.2 24E&I 12 6 12 6 12 6 12 6 12 6 72 6 12 6 126 6 6 6 6 6 36 4 4 4 5 6 6 7 8 9 10 36 2 2 3 37 - 3 4 4 57 - 4 5 6 7T - 0.49 16 6 12 6 126 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 72 14 2 2 2 2 2 2 2 2 2 3 MULTIPLIER 1.00 1.33 1.60 2.00 19.2 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 4 4 40 4 4 5 5 6 7 8 9 10 11 'PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.3. 16 2 2 2 2 2 2 2 2 2 3 4FOR JACK RAFTER UPLIFT CONNECTION,USE A ROOF SPAN EQUAL TO TWICE THE JACK RAFTER PERIMETER 24 6126126 6 6 6 6 6 6 6 6 6 4 4 4 4 4 4 18 2 2 2 2 2 2 2 2 3 3 LENGTH.THE JACK RAFTER LENGTH INCLUDES THE OVERHANG LENGTH AND THE JACK SPAN. EDGE 50 5 5 6 7 8 9 10 11 12 14 2ANCHOR BOLTS SHALL BE UNIFORMLY DISTRIBUTED ALONG THE LENGTH OF THE SILL PLATE.SEE 20 2 2 2 2 1 2 1 2 2 1 3 1 3 3 12 6 12 6 12 6 12 6 126 6 6 6 6 6 6 6 6 6 J33 ZONE SECTION 3.2.1.7 FOR ANCHOR BOLT LIMITATIONS. 0.42 16 6 126 12 6 12 6 6 6 6 6 6 6 6 6 6 4 4 8 2 2 2 2 2 2 2 2 2 2 60 6 6 7 8 9 10 7 7 13 14 17 3 SILL PLATES ARE ASSUMED TO BE TREATED SOUTHERN PINK. 10 2 2 2 2 2 2 2 2 2 3 19.2 6 126 6 6 6 6 6 6 6 6 6 4 4 4 4 4 4 70 7 7 8 9 10 12 13 15 17 20 12 2 2 2 2 2 2 2 2 3 3 24 6 6 6 6 6 6 6 6 4 4 4 4 4 4 4 4 3 3 4 WHERE THE LATERAL FORCE RESISTING SYSTEM IS OTHER THAN WOOD STRUCTURAL PANEL SHEAR 16 14 2 2 2 2 2 2 2 3 3 3 TABLE 3.9A RAFTER/CEILING JOIST HEEL GABLE R RAKE L 0.49 - 6 6 6 6 6 6 6 6 4 4 WALLS THE NUMBER OF ANCHOR BOLT REQUIRED SHALL BE INCREASED BY MULTIPLYING BY 3.25. RAKE OR RAKE 80 7 8 9 10 12 7 3 15 17 l 9 22 16 2 2 2 2 2 2 3 3 3 4TRAKE w/UP TO 5THE NUMBER OF FOUNDATION SIL PLATE ANCHOR BOLTS CAN BE DETERMINED FOR OTHER LOAD 18 2 2 2 2 2 3 3 3 4 4 JOINT CONNECTION R EQ U I E M E NTS 1'RAKE OVERHANG 0.42 - 6 6 6 6 6 4 4 14 13 13 20 3 3 4 4 5 5 6 7 7 9 CASES BY MULTIPLYING BY THE APPROPRIATE ADJUST. FACTOR GIVEN IN THE FOOTNOTE 3.3A. 20 2 1 2 2 2 2 3 3 1 3 4 5 (PRESCRIPTIVE ALTERNATE TO TABLE 3.9) SHEATHING RAFTER/TRUSS MINIMUM NUMBER OF 8D COMMON NAILS SIZE SPACING(IN.O.C.) PER SUPPORT 24 4 4 4 5 6 6 7 8 9 10 6EFFECTIVE SEISMIC WEIGHT USED TO DETERMINE FOUNDATION SILL PLATE ANCHORAGE LOAD 8 2 2 2 2 2 2 2 3 3 3 ROOF LIVE LOAD GROUND SNOW LOAD W INCLUDES 20%OF GROUND SNOW LOAD WHERE THE GROUND SNOW LOAD EXCEEDS 30 P.S.F.SDB 10 2 2 2 2 2 2 3 3 3 4 1 1X6 OR 1X8 12-19.2 2 2 2 2 2 2 2 2 2 2 D 28 4 4 5 6 6 7 8 9 10 12 USED FOR SDC A,B,C,Do,D„AND Dz ARE AS FOLLOWS:SOS=0.17 FOR SDC A,0.33 FOR SDC B,0.5 20 PSF 30 PSF 50 PSF 70 PSF (n FOR SDC C.0.76 FOR SDC D.,0.83 FOR SDC D1, 1.17 FOR SDC Dz. 12 2 2 2 2 2 3 3 4 4 5 1X10 OR LARGER 12-19.2 3 3 3 3 3 3 3 3 3 3 O 32 5 5 5 6 7 8 9 10 7 2 14 16 14 2 2 2 2 3 3 4 4 4 5 ROOF SPAN(FT.) - 7THE NUMBEROF FOUNDATION SILL PLATE ANCHOR BOLTS IS BASES ON A BUILDING LENGTH, L 16 2 2 2 3 3 3 4 4 5 6 12 1 24 1 36 1 12 1 24 1 36 1 12 1 24 1 36 1 12 24 1 36 E = NAIL SPACING AT PANEL EDGES F= NAIL SPACING AT INTERMEDIATE SUPPORTS IN PNL.FIELD(IN.) EQUAL TO 80 FEET. 18 2 2 2 3 3 4 4 5 5 6 1 FOR ROOF SHEATH.W/IN 4'OF THE PERIMETER EDGE OF ROOF, INCL.4'ON EA.SIDE OF ROOF PEAK, 36 5 6 6 7 8 9 10 12 13 15 20 2 2 3 3 4 4 5 5 6 7 RAFTER RAFTER REQUIRED NUMBER OF 16D COMMON OR THE 4'PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. 2 FOR WIND SPEEDS > 40 6 6 7 8 9 10 12 13 74 77 ROOF&2 FLOORS SLOPE SPACING(IN.) 400 BOX NAILS PER HEEL JOINT CONNECTION THAN 130 MPH,BLOCK.IS REQ.WHICH TRANS.SHEAR LOAD TO TO 2 ADDITIONAL JOISTS(3 JOIST TOT.) 1 PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.5. 12 3 5 8 3 6 9 5 9 13 6 12 17 50 7 8 8 10 11 13 14 16 18 21 TABLE 3.313 BOTTOM PLATE TO FOUNDATION16 4 7 10 4 8 12 6 12 17 8 15 23 2TABULATED FRAMING LOADS AND CONNECTION REQUIREMENTS SFHALL BE PERMITTED TO BE 3:12 19 2 4 8 l 2 5 7 O l 4 7 14 21 9 7 8 27 CONNECTIONS ANCHOR BOLTS R ES I STING MULTIPLIED BY 0.92 FOR FRAMING NOT LOCATED WITHIN 8 FEET OF CORNERS. 24 5 10 15 6 12 1 8 9 1 7 26 12 23 34 60 8 9 10 11 13 15 17 19 21 25 ( 1 SHEAR FROM SEISMIC. l TABLE 3.11 WALL SHEATHING AND CLADDING z 70 10 10 11 13 15 77 20 22 25 29 _W 72 3 4 6 3 5 7 4 7 10 5 9 13 16 3 5 8 3 6 9 5 9 13 6 12 17 80 11 12 13 75 17 20 23 25 28 33 ATTACHMENT FOR WIND LOADS J 4:12 19.2 3 6 9 4 7 11 6 11 16 7 14 21 U� 24 4 8 1l 5 9 13 7 13 19 9 17 26 EXPOSURE B Ow 28 5 6 6 7 8 10 11 l2 l4 l6 TABLE 3.6 RIDGE CONNECTION' I-� 32 6 7 7 8 70 11 12 14 15 18 FOR SEISMIC DESIGN CATEGORIES A, B, C, Do, D„ &Dz 12 3 3 5 3 4 6 3 6 8 4 7 11 700-YR.WIND SPEED 0 MAXIMUM ANCHOR BOLT REQUIREMENTS FOR WIND 5:12 16 3 4 6 3 5 7 4 7 11 5 9 14 3 SECOND GUST (MPH) 110 115 120 130 140 150 160 170 180 195 W ANCHOR BOLT DIAMETER (IN.) SPACING (IN.)1'z 19.2 3 5 7 3 6 9 5 9 13 6 11 17 D 36 7 7 8 9 11 12 14 15 17 20 tY EXPOSU R E B (DEAD LOAD ASSUMPTIONS: ROOF ASSEMBLY DL = 10 PSF) 24 3 6 9 4 7 11 6 11 16 7 14 21 STRUCTURAL SHEATHING �Q 40 7 8 9 10 12 13 15 17 19 22 1/2-1 l2 3 3 4 3 3 4 3 4 6 3 5 8 67 E F E F E F E F E F E F E F E F E F[EIFF _LL ROOF &3 FLOORS 0 00 50 9 1 O 11 13 15 17 19 21 24 28 5/8" 72 700-YR. WIND SPEED 117011+20 130 140 150 160 170 180 195 7:12 16 3 3 5 3 4 5 3 5 8 4 7 10 SHEATHING STUD SPACING MAXIMUM NAIL SPACING FOR 80 COMMON NAILS LU ,- 3 SECOND GUST (MPH) 19.2 3 4 5 3 4 6 3 6 9 4 8 12 LOCATION (INCHES O.C.) OR 10D BOX NAILS (INCHES, ).C.)Z•3 D 0i 60 11 12 13 15 17 20 23 25 28 33 'TABULATED ANCHOR BOLT SPACINGS ASSUME SHEAR WALL ARE SHEATHED IN ACCORDANCE WITH 24 3 5 7 3 5 8 4 8 11 5 10 15 0 r SECTION 3.4.4.2.FOR OTHER WALL SHEATHING TYPES THE TABULATED ANCHOR BOLT SPACINGS ROOF PITCH ROOF SPAN REQUIRED CAPACITY OF RIDGE CONNECTION 12 6 12 6 �12 6 12 6 12 6 12 6 �12 6 l2 6 12 6 12 6 12 co , 70 13 14 15 17 20 23 26 30 33 39 SHALL BE MULTIPLYED BY THE APPROPRIATE SHEATHING TYPE ADJUSTMENT FACTOR IN TABLE (FT.) (PLF)1'z'3,4 12 3 3 3 3 3 3 3 3 5 3 4 6 INTERIOR ZONE 16 6 12 6 126 126 126 126 126 126 126 126 12 3.17D. FOR ANCHOR BOLT LIMITATIONS SEE SECTION 3.2.1.7. 16 3 3 4 3 3 4 3 4 6 3 5 7 24 6 126126 126 126 126 126 126 6 6 6 6 6 SCALE: 12 77 91 105 136 169 205 243 284 327 397 9'7 2 19.2 3 3 4 3 4 5 3 5 7 3 6 9 80 14 16 17 20 23 26 30 34 38 44 2WALL BOTTOM PLATES ARE ASSUMED TO BE TREATED SOUTHERN PINE. 16 103 121 141 182 226 274 325 379 436 529 24 3 4 5 3 4 6 3 6 9 4 8 12 PERIMETER 12 6 126 126 12 6 12 6 1216 12 6 12 6 12 6 12 6 12 1/411=,1011 ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION 20 128 152 176 227 282 342 406 473 545 661 EDGE ZONE 16 6126 12 6 126 126 126 126 126 126 126 6 DESIGN PER SECTION 1.1.4. 3:12 24 154 182 211 272 339 410 487 568 654 793 12 3 3 3 3 3 3 3 3 4 3 3 5 24 6 12 6 1216 11216 12 6 12 6 12 6 6 6 6 6 6 6 6 DWG. NAME: 'PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.2. 28 180 212 246 318 395 479 568 663 763 925 12:12 16 3 3 3 3 3 3 3 3 5 3 4 6 BOARD SHEATHING OR LAP SIDING 32 206 243 281 363 452 547 649 758 873 1057 19.2 3 3 3 3 3 4 3 4 6 3 5 7 2ANCHOR BOLTS SHALL BE UNIFORMLY DISTRIBUTED ALONG THE LENGTH OF THE SILL PLATE. 36 231 273 1316 409 508 616 1730 1852 982 11190 1 24 1 3 3 1 4 3 3 5 3 5 7 3 6 9 SHEATHING RAFTER/TRUSS MINIMUM NUMBER OF 8D COMMON NAILS NAILING SCH ED. FOR ANCHOR BOLT LIMITATIONS SEE SECTION 3.2.1.7. 1 HEEL JOINT CONNECTION ARE NOT REQUIRED WHEN THE RIDGE IS SUPPORTED BY A LOAD SIZE SPACING (IN. O.C.) OR 10D BOX NAILS PER SUPPORT & PLUMB. RISER 3SILL PLATES ARE ASSUMED TO BE TREATED SOUTHERN PINE. (CONTINUED IN NEXT COLUMN)' BEARING WALL, HEADER OR RIDGE BEAM DESIGNED TO RESIST THE APPLIED LOADS. l X6 OR l X8 12-24 2 1 2 1 2 1 2 2 1 2 1 2 1 2 . 1 2 1 2 DIAGRAM 4 2WHEN THE INTERMEDIATE SUPPORT OF THE RAFTER IS PROVIDED BY VERTIVAL STRUTS OR 1 Xi O OR LARGER 12-24 3 3 3 3 3 3 3 3 3 3 TABULATED SHEAR CAPACITY IS TABULATED BASED UPON A 10 FT. HEIGHT AND 10 FT.TOP PLATE TO RIDGE HEIGHT. FOR OTHER CONDITIONS, MULTIPLY VALUE BY THE FOLLOWING CHART: PURLINS TO A LOADBEARING WALL,THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS E = NAIL SPACING AT PANEL EDGES F= NAIL SPACING AT INTERMEDIATE SUPPORTS IN IPNL.FIELD(IN.) DWG. NO.: SHALL BE PERMITTED TO BE REDUCED PROPORTIONALLY TO THE REDUCTION OF THE SPAN. 1 FOR WALL SHEATHING WITHIN 4'OF THE CORNERS,THE 4'EDGE ZONE ATTACH. REQ.SHALL BE USED. (CONTINUED IN NEXT COLUMN) 2 TABULATED NAIL SPACING ASSUMES SHEATH.ATTACH.TO STUD FRAME.MEMBERS W/'0.42<g<0.49. 3 FOR EXT.PNL.SIDING,GALV. BOX NAILS SHALL BE PERMITTED SUBSTITUTION FOR COMMON NAILS. A-6 NOTE: v1 CONTRACTOR TO NOTIFY THE ARCHITECT W OF ANY AND ALL REVISIONS DUE TO FIELD I U CONDITIONS, CLIENT, DR CONTRACTORWHICH DIFFER ROM THE �+ CONSTRUCT. DRAWINGS/SPECIFICATIONS. ucn r-1 z � o N C) 11 0 V) . z l o M—I U N xN ® U \ w WAN L/M= . \�� '\\ \\ NO \\ ---------- ------------ ------- --- -- ------------------------------ ---------------------- \� \\ \�� \:: W WEST ELEVATION SOUTH ELEVATION U EXISTING EXISTING ui nV Z — o ----------------------------------- WZ rTw ® Q 0 Z ________________________ _--_ Q � To rr -- W 1- 0/;r'"%" Q2 0 ----------------------------------- ----------------------------------------------------- ------------ ----------------- -------------- --- W EAST ELEVATION NORTH ELEVATION J EXISTING EXISTING V I I I I O I I m I I Q I I J I 0 I I I I H I I I 0 oao 0 L U)0 Li U)0 (p w r U) r- U) r Lu Q O m N 0 0 0 o LL U- 2 = �p Z Z D D Rot" oA v D 0 � w� 0 0 0 Ow Ir 0 0� w w w� w� D D D(r DIz U) cl)O N is cn cn 0 D 0 X212 fn (f) N r N U) 6 r d 00 SCALE: OFFICE SET 1/811=11011 DWG. NAME: FIRST FLOOR PLAN 1 . 19. 18 EXISTING FL. PLAN AND EXISTING: 868 S.F. ELEVATIONS THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT.NO REVISIONS,CHANGES,AND/OR MODIFICATIONS DWG. NO.: SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. A- 1 . E