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HomeMy WebLinkAbout37065-Z "F04 Town of Southold Annex 2/6/2013 .aSUFFac� P.O.Box 1179 54375 Main Road Southold,New York 11971 zoo CERTIFICATE OF OCCUPANCY No: 36133 Date: 2/6/2013 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 925 Stephenson Rd, Orient, SCTM#: 473889 Sec/Block/Lot: 17.4-2.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this ofliced dated 3/6/2012 pursuant to which Building Permit No. 37065 dated 3/16/2012 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessoH in ground swimming pool with spa fenced to code as applied for and New York State Variance Petition #2012-0493. The certificate is issued to Dunning, Susan (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37065 8/15/12 PLUMBERS CERTIFICATION DATED eo�� Y_ A�� Aut ' ed ignat e Su FE pt D Town of Southold Annex 2/6/2013 P.O.Box 1179 co 54375 Main Road ip �-V Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36134 Date: 2/6/2013 THIS CERTIFIES that the building POOL HOUSE/CABANA Location of Property: 925 Stephenson Rd, Orient, SCTM#: 473889 Sec/Block/Lot: 17.4-2.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 3/6/2012 pursuant to which Building Permit No. 37065 dated 3/16/2012 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory non-habitable non-sleeping poolhouse with half bath covered patio and outdoor shower stall as applied for The certificate is issued to Dunning, Susan (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-11-0063 1/23/13 ELECTRICAL CERTIFICATE NO. 37065 8/15/12 PLUMBERS CERTIFICATION DATED 8/31/12 Peter Victoria t riz CdAignat4re Town of Southold Annex 6FOd,t�a�'� ' 2/6/2013 ,t P.O.Box 1179 y 54375 Main Road -1� 4� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36135 Date: 2/6/2013 THIS CERTIFIES that the building ACCESSORY Location of Property: 925 Stephenson Rd, Orient, SCTM#: 473889 Sec/Block/Lot: 17.4-2.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 3/6/2012 pursuant to which Building Permit No. 37065 dated 3/16/2012 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory covered pavilion as applied for. The certificate is issued to Dunning, Susan (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED A� Autho Si ature o�gUFED(A-c� TOWN OF SOUTHOLD �� ay BUILDING DEPARTMENT CO TOWN CLERK'S OFFICE oy . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37065 Date: 3/1 612 0 1 2 Permission is hereby granted to: Dunning, Susan C/O Frankel Loughran Starr& 1475 Franklin Ave Garden City, NY 11530 To: construct accessory In-Ground Swimming Pool, fenced to code; and construct pool house and accessory pavilion as applied for At premises located at: 925 Stephensons Rd, Orient SCTM # 473889 Sec/Block/Lot# 17.-1-2.1 Pursuant to application dated 3/6/2012 and approved by the Building Inspector. To expire on 9/16/2013. Fees: SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 CO - SWIMMING POOL $50.00 ALTERATION OF ACCESSORY BUILDINGS $616.00 CO -ACCESSORY BUILDING $50.00 ALTERATION OF ACCESSORY BUILDINGS $200.80 CO -ACCESSORY BUILDING $50.00 I a22 Building Inspector Form No.6 I � 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 l. 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 J. 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. New Construction: Old or Pre-existing Building: (check one) .. Q.. ...._._... r, Location of Property: %Z �1 �',�(/,�/11.f4<✓ �f� �� (� o(/� House No. Street Hamlet Owner or Owners of Property: �44t r- �r'j it/it/l itJ 1p c/(/f��t/ /'"(}�•�/�d' Suffolk County Tax Map No 1000, Section 17 Block D Lot Subdivision Filed Map. Lot: Permit No. a �(aL�Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant SiKnature �o��pF SOUryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 N Southold,NY 11971-0959 Q roger.richerKb-town.southold.ny.us Irou BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Dunning/Magrino Address: 925 Stephensen Rd City: Orient St: NY Zip: 11957 Building Permit#: 37065 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Hubbard Electric License No: 4709-me SITE DETAILS . Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 300a Heat gas Duplec Recpt 37 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 9 Smoke Detectors Main Panel 2-15 A/C Condenser 2 Single Recpt Recessed Fixtures 43 CO Detectors 1 Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture 3 Pumps Transformer Appliances Dryer Recpt 1-30 Emergency Fixtures Time Clocks Disconnect Switches R39 Twist Lock Exit Fixtures TVSS Other Equipment: pool house and 300a underground service, 3-paddle fans, 1-exhust fan Notes: Inspector Signature: Date: AUG 152012 81-Cert Electrical Compliance Form.xls *pF SO�jyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 A �Q roger.richertCaD-town.southold.ny.us Southold,NY 11971-0959 olyOWN,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: James Dunning Address: 925 Stephensen Rd City: Orient St: NY Zip: 11957 Building Permit#: 37065 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Peconic Electric License No: 43457-me SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool X New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage. INVENTORY Service 1 ph Heat Duplec Recpt 1 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps 3 Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: in ground swimming pool to include, bonding, 1-blower, 5-pool lights, 1-control par 5-GFCI circuit breakers Notes: Inspector Signature: Date: Aug 15 2012 81-Cert Electrical Compliance Form.xls TEL.765-1 802 Il �o�`1FfUtkCOy TOWN OF SOUTHOT.n OFFICE Or BUILDING INSPECTOR P.O. BOX 728 a rn 'TOWN HALL ALL 0�' • O� SOUTHOLD,N.Y. 11971 C E R T I F I C A T I O N Date Building Permit No 3 / to5 Owner (please print) v l uinl per (please print) i certify that the solder used 'in the water supPly system contains less than 2/10 of 1% lead. .' 176A"'W' (Plumber's signature) sworn to before e this ----- day of Notary Public Public, County Notary Lorraine LaRosa NOTARY PUBLIC,State of New York No.01LA6059257 Qualified In Suffolk Count Commission Expires May6,20 S OF SO(/T�o! • ao COUtm,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 [/ INSPECTION 11FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR o�ycOUM`1,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 'NSPE TI C ON [ IF NDATION 1 ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROU H) [ ] ELECTRICAL (FINAL) REMARKS: e DATE INSPECTOR 7(Lo OF SOpr�o� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATIO [ ] INSULATION [ ��F 'IN /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL REMARKS: 1 e . DATE INSPECTOR 320 �� ��pf SOpjyo - -- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION r,4-- FOUNDATION I ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: z � DATE INSPECTOR ' Of SO(/T�o� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - . [ ] FOUNDATION 1ST lx., OUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [VJIFRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (R UGH) [ ] ELECTRICAL (FINAL) REMARKS: Z DATE INSPECTOR SOUjyOlo L r OIyCoUI'11'iN� u TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ,,,kELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE �`% 1 INSPECTOR ` o�aoF soaryo TOWN OF SOUTHOLD BUILDING.DEPT. 765-1802 INSPECTION . , [ ] FOUNDATION 1ST [ ] ROUGH,PLBG. [ ] FOUNDATION 2ND [ ]#SULATION [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRIC ROUGH) [ ] ELECTRICAL (FINAL) REMARK �t5 z fib �—rI p ,7�1 � c S er DATE INSPECTOR G � �P � ho��OF SOUryolo �y�OUHi`I,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' ...,-,. .. [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 ULA [ ] FRAMING/STRAPPING [ FINA [ ] FIREPLACE & CHIMNEY [ ] FIRE INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR Of SOUlyolo Comm TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE 6 CHIMNEY [ J FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [,Q;-ELECTRICAL (FINAL) REMARKS: DATE— —INSPECTORiZ ] ej NIW . r :­ It r imFA Mo ! �. . JR;;.!r.�alai. _ke _ �� .r(....�'' �• ee a I y � -� s � S 1 • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 _ Survey SoutholdTown.NorthFork.net. PERMIT NO. ���_S Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Examined 20�� Single&Separate Storm-Water Assessment Form Contact: (� Approved 3/ ,20 l Mail JC��L✓.IX Z T Disapproved a/c Phone: Expiration 201 t Building Inspector G ICATION FOR BUILDING PERMIT MAR _5 ',v Date O (/ Z , 20 INSTRUCTIONS �r, DEPS• a..T is applicat� 11�A e e y filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, acc • p an 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.�Eyeiy, 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 amei4hhents 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. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises JqtJES- !/U N.v/r✓ 6 4 Uf4-;LJ (As on the tax roll or latest'deed) . If applicant is a corporation, signature of duly'authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 9 Z� 3 7_Cv1 5-'1✓. -0 A. House Number Street Hamlet County Tax Map No. 1000 Section Block O / Lot 2 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Y/"U c (. F4 +I t c s b. Intended use and occupancy N `c/ t'aoL 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and exten of each type of use. T" �- 7. Dimensions of existing•structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height A Num�o Stories � C , 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO_>,,/--Will excess fill be removed from premises? YES A NO D v,�.c. ��1• 14. Names of Owner of premises/SAG R/No Address Phone No. 212 8 8 8 1 S'7.5 Name of Architect SC 0-ki-I Address Phone No 72��C,,Z ae Name of Contractor _ice_ Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES Y 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-dr— * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFs�a�1 �/f V C. . . Z— being duly sworn deposes and says that (s)he is the applicant (Name of individual signing contract) above named, CONNIE D.BUNCH (S)He is the A/ C ( Notary Public,State of Now York (Contractor, Agent, torporate Officer, etc.) Qualified in Suffolk County Commission Expires April 14, O of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swor to before me thi day of . .2.0 _ 64M. i Notary'Public Signature Tilicant i ell S" t Town of Southold y Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM o40 PROPERTY LOCATION: S.C.Y.M.01. THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A :I 0,1 STORM WATER,GRADING,DRAINAGE AND EROSION CONTROL.PLAN t5 s�Tct 3ecbon —Wo- — —C�— CERTIFIED BY A DESIGN PROFESSIONAL id/TyE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORK ASSESSMENT Yes No a.' What is the Total Area of the Project Parcels? this Project Retain All Storm-Water Ru (include Total Area of all Parcels located within Will trOff r L the Scope of Work for Proposed Construction) 134 Generated by a Two(2")Inch Rainfall on Site? (This Rem will Include all run-off created by site I j b. What is the Total Area of Land Clearin (s F.� �} I 9 clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed 4000 Site Improvements and the permanent creation of i construction activity? impervious surfaces.) (S.F./Acres) , PROVIDE BRIEF PROJECT DFSCRIMON (P(0AdaAddaiaM Pages as Needed) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location?This ❑ Item shall include all Proposed Grade Changes and — d , ram,,, P Slopes Controlling Surface Water Flow. Does the Site Plan and/or Survey describe the erosion !; and sediment control practices that will be used to control site erosion and storm water discharges. This f item must be maintained throughout the Entire Construction Period. i 4 Will this Project Require any Land Filling,Grading or i Excavation where there is a change to the Natural I { Existing Grade Involving more than 200 Cubic Yards I of Material within any Parcel? Will this Application Require Land Disturbing Activities i• Encompassing an Area In Excess of Rve Thousand v I (5,000 S.F.)Square Feet of Ground Surface? i 6 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction General DEC SWPPP Requirements: Or Within One Hundred(100')feet of a Wetland or Submission of a SWPPP is required for all construction activities involving soil Beach? i disturbances of orlp.(1)or more acres; including disturbances of less than one acre that 7 Will there be Site preparation On Existing Grade Slopes f are part of a larger common plan that will ultimately disturb one or more acres of land h i including Construction activities involving soli disturbances of less than are(1)acre where which Exceed Fifteen 05)feet of Vertical Rise to ✓ I � the DEC has determined that a SPDES permit Is required for storm water discharges. One Hundred(10V)of Horizontal Distance? (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 Will Driveways,Parking Areas or other Impervious for Storm Water Discharges from Construction activity-Permit No.,GP-0-10-001.) Surfaces be Sloped to Direct Storm-Water Run-Off 1.The SWPPP shall be prepared prior to the submittal of the NOI.The NOl shad be into and/or in the direction of a Town right of--way? submitted to the Department prior to the commencement of construction activity. 2 The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, required,post-construction storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any I i constructed to reduce the pollutants In storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder compliance with the terms and conditions of this permit.In addition,the SWPPP shall Area?(file Item will Town OT Riuda the IraM9 or of Driveway r 'Identify potential sources of pollution which may reasonably be expected to affect the i quality of storm water discharges. NOTE: If Any Answer to questions One through Nine is Answered with a Check Mark 3.All SWPPPs that require the post constiuctlon storm water management practice in a Box and the construction site disturbance is between Box S.F.&1 Acre in area, component shall be prepared by a qualified Design Professional licensed in New York a Storm Wate,Grading,Drainage'&Erosion Control Plan is Required by Me Town of j that Is knowledgeable In the principles and practices of Storm Water Management. Southold and Must be Submitted for Review Prior to Issuanee of Any Building Permit. ' (NOTE: A Check h4ark(J)and/or Answer for each Question is Required for a Complete AWIcallon) STATE OF NEW YORK, CONNIE D. BUNCH Notary Public ' COUNTY OF..... ,. SS ,State of New York },,� i� _ No.01 BU6185050 a 1 hat I, ....... ./ ,14 v-.S . .�••�eing duly sworn,deposes &t�,,,•.�1,�Qr,u� a n Su olk fip �b/� JH91YN f Name mdvidual slgrtirig Doatmerd) nn and � And that he/she is the (Owner.Contractor. t,C ORloa,etc.) .......................... ,. Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to I make and file this application;that all statements contained in this application are true to the best of his knowledge and b 'ef;and 1 that the work AQ be performed in the manner set forth in the application filed herewith. Sworn to before me this; Q .............5.. :�.k...................day of.... :........... `...................,20..Q / I Notary Public: ..... ! c-,-�........ ......................... ' (Signature of•p nl) FORM - 06110 New York State Department of Environmental Conservation Building 40-SUNY,Stony Brook, New York 11790-2356 Telephone(516)444-0365 Facsimile (516)444-0360 Denise M.Sheehan Commissioner LETTER 0F.NONJ[7RISDICTION-TIDAL WETLANDS Date: March 21,2006 Patricia T. Scott&Richard Thomas Terry RM 14738-03547/00001 41 Markham Terrace Scott&Terry Property Crossville.TN 38558 ROW off Birds Eye Road,Orient SCTM No. 1000-17-1-2.1 Dear Madam/Sir: Based on the information you have-submitted,the New York State Department of Environmental Conservation has determined that the property landward of the 10 ft.elevation contour on a natural, gradual slope,as shown on the survey prepared by John C.Ehlers on 1/20/05 and last revised on 10/24/05,is beyond Article 25 jurisdiction. Therefore,in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above,without a pen-nit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project(i.e. a 15'to 20'wide construction area)or erecting a temporary fence, barrier,or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly yours, t Permit Administrator cc: Suffolk Environmental Consulting Inc. Marine Habitat Protection,NYSDEC File DMG fF'A A, P STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA ANDREW M. CUOMO 99 WASHINGTON AVENUE CESAR A. PERALES GOVERNOR ALBANY, NY 12231-0001 SECRETARY OF STATE STATE OF NEW YORK: DEPARTMENT OF STATE ----------------------------------------------------------------------- In the Matter of the Petition of: DECISION Arthur W. Blenk Jr. For a Variance to the New York State PETITION NO. 2012-0493 Uniform Fire Prevention & Building Code ----------------------------------------------------------------------- Upon the application of Arthur W. Blenk Jr.., filed pursuant to 19 NYCRR 1205 on September 14, 2012 and upon all other papers in this matter, the Department makes the following determination: NATURE OF GRIEVANCE AND.RELIEF SOUGHT The petition pertains to the installation of an in-ground swimming pool for a one-family dwelling, located at 925 Stevenson Rd., Orient, Town of Southold, County of Suffolk, State of New York. Relief is requested from: 19 NYCRR Part 1220, Residential Code of New York State, (2010)Section AG105.3 section 8.2, which requires, in part, that all gates shall be self latching, with the latch handle located within the pool enclosure (i.e., on the pool side of the enclosure) and at least 40 inches above grade. In addition if the latch handle is located less than 54 inches from the bottom of the gate, the latch handle shall be located at least 3 inches below the top of the gate. [The Petitioner request permission to permit latch handles for pedestrian gates as a part of a pool enclosure, located 54 inches above the bottom of the gate, to be located on the outside of the pool enclosure.] FINDINGS OF FACT 1. An in-ground swimming pool was installed at the subject premises. In doing so an enclosure was provided around the pool itself with three pedestrian access gates. 2. The three pedestrian access gates swing outward from the pool and have latch handles that.are located at least 54 inches above the bottom of the gate. However, the latch handles have been located on the outside of the gate. VWVVV.DOS.NY.GOV E-MAIL:INFO@DOS.NY.GOV Petition No. 2012-0493 Page 2 3. The previous, 2003 and 2007, Residential Codes of New York State allowed the latch handle to be placed on the outside of the pool enclosure as long as the handle was located a minimum of 54 inches above the bottom of the gate. The current 2010 Residential Code of New York State requires that even if the latch handle is 54 inches above the bottom of the gate that it must be located on the pool side of the enclosure. 4. The provisions for barriers around swimming pools are to protect young children., Less than 5 years of age, according to the International Residential Code Commentary. 5. The 2006 International Residential Code, on which the 2010 New York State Residential Code is based, allows a latch that is 54 inches above the bottom of the gate to be located on the outside of the enclosure. 6. The commentary for the International Codes states that the "54 inch latch height requirement limits the potential for small children to reach and activate the latch." If the latch is located lower than 54 inches then the Code requires that the latch be located 3 inches below the gate on the inside of the enclosure. 7. Section 303.2, Part 8 ,of the current, 2010, Property Maintenance Code of New York State has retained the language about pool latches that was in the previous Residential Code of New York State and still allows a latch that is located 54 inches above the gate to be located on the outside of the enclosure. 8. Based on the above findings, it is the assumption that the 54 inch height of the latch above the bottom of the gate is adequate to protect the children that the Code has identified from reaching the latch and gaining entrance to the swimming pool regardless on which side of the enclosure the latch is located.. 9. The latch used for the subject gates is manufactured by"Magna-Latch"which approves the installation on the exterior of the enclosure as long as it is set a minimum of 54 inches above the bottom of the gate. 10. On some gate configurations it may be possible to reverse the latch to be in compliance with the current Code requirements. However in this instance the enclosure and the gates would have to be completely reconfigured or replaced to reverse the latch. The Petitioner has stated that this would both physically and financially impractical. 11. The Petitioner has proposed that the pool enclosure and pedestrian gates will be in compliance with all other applicable provisions of Appendix G of the Residential Code of New York State. 12. The local code enforcement official has been consulted in this matter and does not object to the granting of a routine variance under the provisions of 19 NYCRR 1205. Petition No. 2012-0493 Page 3 CONCLUSIONS OF LAW 4 Strict compliance with the provisions of the Uniform Fire Prevention and Building Code would be unnecessary in light of the fact that the latches as configured will be a minimum of 54 inches above the bottom of the gate and should be out of reach of the children that the Code provisions are trying to protect and would ensure the achievement of the Code's intended objectives more efficiently, effectively or economically such that granting a variance would not substantially adversely affect the Uniform Code's provision for health, safety and security DETERMINATION WHEREFORE IT IS DETERMINED that the application for a variance from 19 NYCRR Part 1220, Section AG105.3 section 8.2, to permit latch handles for pedestrian gates as a part of a pool enclosure, located 54 inches above the bottom of the gates, to be located on the outside of the pool enclosure; hereby PROPOSED TO BE GRANTED with the following condition: 1. That the latch handles be located a minimum of 54 inches above the bottom of the pedestrian gates. 2. That the pool enclosure and pedestrian gates will be in compliance with all other applicable provisions of Appendix G of the Residential Code of New York State This DECISION is issued under 19 NYCRR 1205.6. Unless objected to by the petitioner in writing received by the Department, the decision shall become FINAL after fifteen days of receipt of the decision by the parties. This decision is limited to the specific building and application before it, as contained within the petition, and should not be interpreted to give implied approval of any general plans or specifications presented in support of this application. R®r& E. Piester A.I.A., Direct Division of Code Enforcement a d Administration DATE: RAS:sg hO��pF SO!/ryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CA Southold,NY 11971-0959 �y�4UNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD November 16, 2012 Susan Dunning C/O Frankel Loughran Starr 1475 Franklin Ave Garden City, NY 11530 TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: "NOTE: We received your State Variance in the mail today, however we are still waiting for the plumbing solder certificate in order to issue the certificate of occupancy. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT: 37065 — Swimming Pool, Pool House and Accessory Pavilion NYS DEPARTMENT OF STATE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATION Variance Attest List Petition No: 2012-0493 The persons below are advised to TAKE NOTICE of the attached document. The attached document pertains to a petition for relief related to code requirements. If there are any questions, call (518) 474-4073 and ask for the Variance Unit. Please refer to the petition number in all related conversations or correspondence with us. DAMON RALLIS " TOWN OF SOUTHOLD BLDG DEPT 9 53095 MAIN ROAD P O BOX 1179 BLDG.DEPT. SOUTHOLD; NY 11971 TOWN OF SOUTHOLD JAMES DUNNING 925 STEVENSON ROAD ORIENT, NY 11957 ARTHUR W. BLENK JR., PRES. ATLANTIC FENCE& GATE P.O. BOX 641 EAST QUOGUE, NY 11942 10/23/2012 Page 1 of 1 SOUry� Town Hall Annex l� Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 a� �yC4UNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD August 16, 2012 Susan Dunning C/o Frankel Loughran Starr 1475 Franklin Ave Garden City, NY 11530 Re: 925 Stephensons Rd, Orient TO WHOM IT MAY CONCERN: T eede Certificate of Occupancy: **NOTE: Need NYS Variance for Pool Gate Enclosures or e I Ica e o ccupan nclosed) v Electrical Underwriters Certificate. (contact your electrician) A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning #765-1938) Final Fire Inspection from Fire Marshall Final Landmark Preservation approval. \ BUILDING PERMIT: 37065 — In Ground Swimming Pool, Pool House and Accessory Pavilion D � C W 'Afso�ly "f U 1��912 Telephone(631)765-1802 54375 Main Road pax(631)765 5t�2 roger.richert(cr�town.soutF9io d.ny.us Sou WFFPgT -pp959O • �� , �&L Comm BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: fJu CDP Date: 7 Z Z) 1 -�— Company Name: C 0,-) l C �Z�Z I ► C Name: SSA L _ License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: C)fl I *Cross Street: OA t,� (� p a C�n�F> I *Phone No.: 2 ti Z - 2�5 -- b S`j _S Permit No.: i C- '�"1 Tax Map District: 1000 Section: Block: 1 Lot: cP- *BRIEF DESCRIPTION OF WORK(Please Print Clearly) ,� w rJ C-::,a ou ,J (Please Circle All That Apply) *Is job ready for inspection: YES NO Rough Inl Final *Do you need a Temp Certificate: YES / NO fl 1 Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APP rw � u 'b �oo� tipl"J � �vl�ivS' A- it CN�� > : C � T� NA o�� 82-Request for Inspection Form Soup Town Hall Annex Jf 1�f Telephone(631)765-1802 54375 Main Road y y�" ax(631)76� 5 P.O.Box 1179 G Q roger.richert aE town.southbQ2 nV us Southold,NY 11971-0959 eou ;� BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: � � ��u Date: 60 l I I - company Name: jo,rAc Name: O License No.: Z.i O Address: >� V4Ubbagrl Nyllerol Phone No.: Q0 I L`7 Jv�� JOBSITE INFORMATION: (*Indicates required information) *Name: ::�Ames A�UAIA)AJa Su.SgA1 NO *Address: 9.2,5' .37e- ��fr.�s�.✓ lea'- (9,01e V7— mil / r *Cross Street: *Phone No.: Permit No.: 3 (o s" Tax-Map District: - 1000 Section: V!�J Block: Lot: Q . I *BRIEF DESCRIPTION OF WORK (Please Print Clearly) OO U) o +_ n (Please Circle All That Apply) Is job ready for inspection: YES NO Rough In Final *Do-you need a Temp Certificate: / NO Temp Information(if needed) *Service Size: 1 Phase 3Phase 100 150 200 GD 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION c .82=Request for Inspection Form \ y/ d- 1 yy �"® ®� ®UT�®�� P ®P �'Y RECORD CAR® �t OWNER $TREET -' .. VILLAGE DIST. SUB. LOT i / FORMER OWNtk N E ACRpay,-Ocz 7e,o4w,7a"f DtEV 7- t, . S W y TYPE OF BUILDING i K 140 r-o� !erg ('tj F _ s „C. S_o u ' R:ES. SEAS. L. FARM COMM. CB. MISC.V Mkt. Value LAND IMP. TOTAL DATE REMARKS i _Ca `rm �T1fYt r 000 y/aa 3 y'p0 A d - ZZbo Z& 41, 1l7 F0071i co—(a D? (",C. Loa), AGE Z� B I DI NG CONDITI,-N z3 --L, � z-7 rry ,- f T n ►/. 'ry'us�` RN/L NE\Y O N1ALI'"'�. BELOW B - L, Z S 7 12— - _T�rl 2- FARM Acre Value Per Val e DrD' Acre 2 )D S of 3 4 3.25 d e,m o I I kb r1/n ti iA/P ►'pia , r n q re u n Ann + Tillable Z Q /Ifl '�P* .�(001 I,�f bu..i)- a6ya �1-�e rc��i'bn: Tillable 2 .S :S P����:�� �6ll,Y1CIaT1L1C17 J . Tillable 3 Woodland Swampland FRONTAGE ON WATER Brushlond FRONTAGE ON ROAD 3 _ House Plot DEPTH BULKHEAD Total. DOCK -' g ...... ■■■■■■■■ ■i■■■■■.. MEN SON MENEEME ■..:■■■ MENNUMM■■■■■■■■■■■■■■■M, NONE■■■■� i■®■■�! ®■■■GIs■■■■■ ■ii ■■■ ■�ei . �rR■■■ �■'■■■■■ ■■ ■■■ ■■ �■ � ■M�■■■®■%■�■■■■ ■■■■ ■■■■■■■■■■i OMNI ■ ■■■ I■■■■■■MW ■ ■ . .. • Rooms ®� .. •• Y 1• o ••' ; ::R : �7 ® a A •. 114 Ve . — - o3io2izo�� i4 03 ■®i�'ifi■■I■■■■■■■■■■■■■■■■■■■■■ "40 Foundation SLAB FULL COMBO Basement CRAWL PARTIAL I�IEEI I Finished B. Interior Finish Fire Place ONE E Ext• - J J a Wall s Dormer ��E! ENE MENNEN ■ REVISIONS; GRAM, tL 17.V DISTANCE DISTANCE SCHDS 09/08/2012 0.0 — BROWNS5L1YL006M SYM.: DESCRIPTION: FROM "A": FROM "B": N/O/F • DONNA P,AL6 BROWN ALT ST 1500ga1. SEPTIC TANK 20.5' 25.0' I, PwEe N41 fE%IfiIN ------ -- LP 1 '8'dia., 8'deep LEACHING POOL 41.0' 46.0' ANI r��El.er C RIGHT OF WA 1k Bk0'%RI SANDYI'LAY RIGHT OF WAY ww :,/ I5.1• F!%$ PRIVATE ROAD ..—. -. LP 2 8'dia., 8'deep LEACHING POOL 48.0' 57.0' :: WATER IN EXISTING 4T BRCM'4 ALTV CLAY 33' EX.WELL FRAMED N/O/F GARAGE LEWIS&DEBORAH 2E DUSTING MININUM GRADE FOR EDISON o LEACHING POOLS IS EL 14.4'AS PER -VACANT- FXIEiw4 WATF0.{iOPA4¢ EL m SCHDS MINIMUM REQUIREMENTS N WATL121N *No vn�w Em.oE tWmNw I ,Q�, rooTnuw ruTuanwc once nr.wa n.lc 3 Q (,J ul OKO YN FINC TO wuwwµruEuuS eaor4sm. EL it LomNcn ua 0 rtlBmNw I x � COARSFSAND - tD muEniul .ro PnAUN IaISnNq R,mluw �"° mo nl�w 4 u°'1OtivaTOrc0.eNmw ZONE I a ZONE y WELL CEHL VE 13 I aS D.W. O' L a E a ' SOUTH T TR TEST HOLE DATA o ® o�N. ,•: e _ S NON-DIS R ANCE LINEEf McDONALD 4£4SCIENCE a V ewm Al ' urooP rENce ••• 'aE^E :�.• .•— •.• E To.e TEam .� GWDi ► ' 100, BEACH------------- a N/O/F O �`•., 16'X30 P�j�a 1 HHOUSE BEVERLY&JOANA LAMOS J+��E++w D.W. FF=I5' �j"Eon w/BASEMENT / I z z I LONG ISLAND F(E)NK HOLE SOUND x EW L 16' •�. R SEPTIC TANK 4 -'—'—....._ � 1 0' � EXISTING BLOCK 8Xg POOL a`a - I SEPTIC REMOVED RIFS AS PEPVED , F" NOTES. E'' , rs 1).MINIMUM SERfIC TANK CAPAC If 75510 GALLONS. ':v C 7 DECK REQUIREMENTS Fy 2).CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3D00 p0 AT -•, .� ''-•'" eETWEeN Wn'tt / W FL Ee' 38 DAYS. <FbmN41 WArtElW1 FEM1S Ex.u nurrycwo4 0 ' 1 STOR A 3.WALL THICKNESS SHALL A MINIMUM OF 3•.A TOP THICKNESS OF 6'AND A POLEE BOTTOM THICKNESf OF 4'4•.AIL WALLS.BCRTOM AND TOPSHALL CONTAW I 'J H E SOUTH OLD TOWN TRUSTEES / .V REINFORCING TO RESIST AN APPLIED FORCE OF 300 pA. N/O/F � xKnEa NON-DillSTURBANCELINE 4).ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. ANTHONY& / I (NO EnmAENi) 5).THESEPTICTANK SHALL BE INSTALLED AT UM IN ALL DIRECTIONS WITH A SUSAN AQUINO / MAX.TOLERANCE OF+/-1/4")ON A MINIMUM 3'THICK BED OF COMPACTED • eA < ,� SANDORPFAGRAVEL 6).A 10'MIN.DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. IEz0nN41 1 O 7 C�H Euo 1 ONE 2 DNE . (IX61ww Rwneww ,a•Rln ewlaw X I E 13 EL1f � SITE PLAN. RbmN4) le.i0ww EL 16' O R%ImNw EX.WELL N/O/F UBALDO&DORTHY DILORENZO SCALE. 111 _ 1 1 - 40 -0 CP SCTM# 1000-17-1-2.1 O WELL 4 �[�� r�°"s „ P jr !. / ° • A: /�i�p'q�'K�} ��PS?jp�,'A.R:;.: ..T 4 C a i:T�SB'SVU3>�E'Zf°J 0FP�Hj.,,11 W51, �� "^a^f'•rs �v�Er"iS-©Y'L+i�OIj.JSB'nV'e,PY L�/1�`a M.Jw\.'ysh1-ce4IR O Cyst,-/y `•'..eE "S 2. F R C •'�'•,"e{..�A,�N1te�e+ 00 oais cq, JAN 2 3 2013 H.S.I� ;e�.��o 1 ."i;l?. ^iJ::c'.a�f¢'t f�„LS ;'.?cii ui i1ii•': r =='Sor,have ue �1 • I iS4c°s6" G i ��� �'"s??1C�w'SS3'�!t7)>RL:4CD DRAWN: MH/MS ��' r • ' �� /— SCALE: 1/4-1'-0N . .;;L;. ..=•,tea.,, -�-af November 06,20t2 J.ee,..JF�, E?.w.s iq.'. i SHEETNUMBERI REVISIONS: SCHDS 081OW2012 N / O / F LEWIS & DEBORAH ' 1 EXISTING MININUM GRADE FOR EDISON O LEACHING POOLS IS EL.14.4'AS PER -VACANT- AlffillI'll'sSCHDS MINIMUM REQUIREMENTS r NEW EL 11L EL.18' EXISTING EL.15.0' (E%IfTNGELI6J (EXISTING) GRADE TO REMAIN I EL 61 o EL.16' UNTOUCHED ZONE ZONE (EXISTING) X I — CEHL ' VE 13 N l� p1 D.W. I ► s; d L�Qv ;I Q! ,`, '°��__ b u ' i S NON-DISTURBANCE LINE OUTHOLD TOWN ES ° o 13.2'S'h nI ".. ......... ....... I s a Nil NEWG . I6.o �. ' EL)16' kt, WOOD FENCE (MIN.f4AF 0.LEA�HING) (EING) 1OOi7.. 16'X30' P HOUSED.W. FI OI IE%ISTIN4FF .,6�� 5 - N 1` fZ w/BASEMENTt T S itSr 0.4 0 O • FffNCf O ST UNK HOLE 5OC "+w roBllUNDX$,j:)N OCK�NEW GRADE:EL 17A' NO BASEM�NTI OX9 r8 °' W C ( oBASE PARTIAL SITE PLAN Q. ]0 I (MIN.:IS.SFORSEPFCj I EXISTING BLOCK ti0 kSQI /100� EL17.0 2 Q OO SEPTIC REMOVED k3 /" ooa❑ , DECK 1 ,� AS PER SCHDS SCALE. 1° = 20'-0' o 3C ❑❑ V - REQUIREMENTS - T POpj"�fE ENC p� WALL;EL o O (3] MAINTAIN IO'SEPERATION 161Q r^ �AtlON l8' v� Q s BETWEEN WATER AND i TING) /�j WASTE LINE PER SC i EX.UTILITY 76.5'6. 1 STO R PQLE h WOOD FFA10E F( i SCTM# 1000-17-1 -2 . 1 ,/ � � H SE ;� SOUTHOLD TOWN TRUSTE / I OCK PIER ; NON-DISTURBANCE LINE FOUNDATION i (NO BASEMENT) EL 18' ^^Q (EXISTING) w �• �' ' N O CH c� EL.20' ONE- Z NE (EXISTING) EL 22' X E 13 EL 14' (EXISTING) EL.18' EL 20' (EXISTING) (EXISTING) (EXISTING) EL 16' (EXISTING) DRAWN: MH/MS N / O / F SCALE: 1/4"=1'-0" EX. WELLNovember ove b 06,UBALDO & DO7 RTHY NovHEEeFNUMB2 DILORENZO _ SHCEETNUMBBR: V 2 REVISIONS: GRA02;n_17.0 ,( 'L HEALTH DROWN PLTY LOAM I `E,'�G�\` "DSO�F r- +'y�'' 1,'Yt A DEPT �/00/2009 O'li N/O/F E DONNA TWEEDLE 7 \ /C.O -� 5 '°• F PALE(10:[3VC1V S:Lr R>R Hcl • . Water Line �LU5- s) T 03 Inspected By The _ _ Suffolk COU0:� Dept. ®f ery Kealth Sices. .11 DROWN SANDY CLAY RIGHT OF WAY E -aw RIGHT O F W A v ./�,_• li I' EI.1.7 PRIVATES ROAD - //////��������AIKI /�q{Yp� F�- '700, 48 Rours In Advance, rw - .- -�. Fl�VVG , .. W WATER IN EXISTING To Schedule Irmpection(s). �s nrMT4 SBITY CLAY FRAMED GARAGE I N/O/F LEWIS&DEBORAH z 2$' =NIMUMREQUI��S EFOR EDISON W o AS PER -VACANT- F MENTS p�a� IEnmNcl _�- F n DROIJIWATt IN IE>um'ONw DKiu°snwc vAcisrm o /,d• �`«' n1r 3 Q ORO'XFN FINE TO ,RD. fc °". COARSESANK Rnmiw TO _To nMIrI /J1L TnmNC EL u.v 'y[.µ a+uPNa _ ti "•) e wT:u r IEnmNcl Q I' .yS,ak' ZONE To ml�f[+c1 / X I ZONE WELL IMIT ' RI CEH •VE 13 35, TEST HOLE DATA McDONALD 4EOSCIENCE �! a C ~ ..... : 4. CP N/O/F ,O 1B'X30'POOL HOUS .. I BEVERLY&JOANA LAMOS J w/BAS=MENT `•,• 10D SET FOR TRUSTEES O L3B / 3L.5;.... . _ Q I BEACH LONG ISLAND o W �l TES B4 NK F--1 HOLE H SE SOUND u2o APRox.LounoN of �1 W SEPTIC TANK a ----------- Q 18%60,POOL - - I FILENW WITH SAND PER (~ NOTES: 6 SCHDS REQUIREMENTS 11.MINIMUM SEPTIC TANK CAPACITIES If 15W GALLONS. LSD DECK FROM WELL L 2).CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3W0 p0 AT R17 INC' N a 1� F3 NpE v�wlmAmAr+o I 28 DAYS. WALL Onrt Fr,c1 _ rvPsi[tw[rtn talDs 3).WALL THICKNESS SHALL B EAMINIMUMOF3'.ATOPTHICKNESSOF 6'AND A EL IT LEI QO� 1 STORY I A BOTTOM THICKNESS OF A'.ALL WALLS.BOTTOM AND TOP SHALL CONTAIN n s ' ° HOUSE 1 O U REINFORCING TO RESIST AN APPUED FORCE OF 300 psf. N/O/F ` Plpcv.nFR Z 1 / PROVIDEUNOERGROUND AJ.ALL JOINTS SMALL eE SEALED fO THAT THETANRIS WATE0.nGHi. ANTHONY& ELECTRIC TO MAIN HOUSE. _ P102AswN11 F ' O.. SUSANAQUINO POOL HOUSE.AND POOL rDp l W 5).THE SEPTIC TOLETANK SHALL.1 INSTALLED AT LEVEL IN ALL DIRECTIONS COMPACTED , OF MAX.TOLERANCE OF i/�VI'j ON A MINIMUM 3'THICK BED OF COMPACTED INSTALL NEW UNDERGROUND w./4 SAND 00.PEA GRAVEL I ELECTRIC FROM FOIE TO HOUSE 'Sr �j 6).A117 MIN.DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. - EXISTING WATER LWE TOBEREMOVED Lt lc FC/e / 1"e`I ry Aban �ent of existing sanitary system must be in AND RdorELOCATED VERIFY W FIELD) RnmNc1 I a E%ISTINGIRIOGAn NSYSTEMAFFEMD TO TO TO L[v ONE;Z NE I 4 LEACHING POOLS cornformance with department requirement Submit BY CONSTRUCTION WORKTO BE DESIGNED LP2 LPI 5T RwmNGI n EL r Ri5 O [W AND INSTALLED BY IRRIGATION INSTALLER (mmNq X I E 13 S PLAN //����F''EE 1 p F� rqw yw9`� )Q7 C� y/� ry IUUiwc) (IXlRrvcl T/] NOTES: completed fornn Q WM- k7 ��7 pr®�SO TO TO TO 0�0L+L1 �1RWQ O 11.MINIMUM LEACHING SYSTEM D 2 POOLS;B'DEEP.B'DIA �v lP 2 L➢1 IF N/O/F p 2).(ORLEACHINGEQUAL).POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE UBAIDO&DORTHY �� 1 (OR EQUAL). IBK���I/�" `, qq/y�g 0p o^1 DILORENZO SCALE. 1 40 -0 3).ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). CP EXCAVA,'Ell N INSPECTION ��' E O y. A).A MINIMUM DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE �s tvy}.I��v. INSPECTION ^ Nam' MAINTAINED, FOR SMITAWSYSTEM SCTM# 1000-17-1-2.1 N S)BE MAINTAINED. BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL Y�.�9 M EPAR� ry ryOr� `� WELL t7;�=,OLK��s^O.t INW D'�_PA',_a�I,�F-:slt�J�O�=�F�tE+d el_T i ,��ry;%licEs t'- !'1�.;'B-� If-S.,'C'L.�`t�a")".! •;TP.L•, 1-�.i"ldbl f�,lit"�41..+ S41rlY CiA 6W zz�. =AND II � z 1- w m I-Lo -1.0V1E � -Q fi:15.3' - % a f-� `•�--mom• J /� ELL ) !!7,`: � I .; cV i"E i ie _ . UVi.i�• FI UNE NISHED GRADE I. PROPERTY I 2v FROM LEACHNG POOIf Iy -""""•"••"•"'••` "'^ FINISHED GRADE MIN.ELFV.15.6' TO - EtEV.I6.D(MIN.1l.61 iINISH GRADE TOP EL I4.6 MIN.EIEV.11.5' I `I I { /y•5 �+.,�F.j, ! •� i APPROVED PIPS EL IS.O L J'V S i'lgJkfir.J 1 Mry LATCH VE'n' • •-•_..,. 'Jdd666��� Sf9Tl[ %PE APPROVED TOP EL 13A' 1'AIN 6. IADLKFM PROPERTY) -"- INV.EL TANK mIn PDCH W1, Ore. BqR "+t'•PF9•/1 ♦�1 fpq A T�iF1'L rbI.Lc'sti1 �J�1;'L,I tr 71/i>:d IIB INV.FL I1.6' INV.EL ����// pr,.w.E� Ec ,y0_ �yv,fT�app�.Fq�[F�� Q {,y���i/A��r��.'�}.�s A 1 DRAWN: MH/MS I1.1' INV.EL Il.6' EXPI \I.3 I Y�R72E Y Lulll'ti1S i i OM D/i�0 A I if ZO AL SCALE: 1/4n-P-0 LEACHING LEACHINGPOOL Bfi JOB p: PROPOSED SEPTIC SYSTEM DETAIL Pam` o Fcbmwy 29,2012 (NOT TO SCALE) :n L CONDI T[ON SHEET NUMBER: r.� L fie:efaClu:�D SPECIAL MI /� I • BCn.EL 1.9' N. ■ Gr. 63 PtiAynlzcJOPLOT PLAN _ 1 GROUND WATEIL fLLV.I.P• ' P, 'DJ-o -n7_0 f f -p5r F)'nl ill VzA REVISIONS: HEALTH 00/00/2009 N / O/ F DEPT. LEWIS & DEBORAH �. EXISTING MININUM GRADE FOR EDISON LEACHING POOLS IS EL.14.4'AS PER -VACANT- 20'-0" ". VI SCHDS MINIMUM REQUIREMENTS �//�l� I O' �ROy/\ NEwELn.D EL.18' �,�i /�FPL EXISTING EL15.0' �FgOyr ` (EIm+cELte9 (EXISTING �pCl GRADE TO REMAIN NC EL 16' /L�� N UNTOUCHED ZONE rP-S-TA1'4_K_ oEXISTING) xLIMIT OF CLEARING b CEHLti's 'M�M���—LLL�LLB—L r LLL�LLL�L�L�L�LLB I t L ENCE OI 5 FENCE T min. d IT I NEW GRADE EL 16.a ` (MIN.14.4 FOR LEACHING) p� Lh1 ` \ �' V q 0 U116 a a t -t a a ■ �� �. -----------_-- 1 N N U m C OF EL 16' s Oo ING) a$ ;A 00 �` u d, 5 5 lcv p HB % is 13 NEW GRAD&-EL 17. ` 9 p (MIN.:16,5'FOIL SEPn W F18'X30' POOL HOUS NEW EL,7.V (Ex1mNG:1a7 FF EL. 16.5' W/BASEMENT iiI�I� jt - 33:5 m WtillllW r_ T zz n D I Q HB M 'Z'O B• B, a 40•-�0'- - - - - - ' ��' �' o 5'-0' 10'-0" 5-0" ......._..........._................... p.................__.. ./ 20'-0. .. r_ a TEST B N K ;mf� , ; �a actrn ❑�0 HOLE HOUSE GARAGE FLOOR PLAN $ :� NEW BLOCK PIER EL17.a FOUNDATION SCALE: 1/8"= 1'-0' (NO BASEMf"NT) PO O( �¢ DECK rt u as OP pF N p EL.17.0' (3� � 4MAINTAIN SEPERATION O ALL:FCEVATJ O 2$' BETWEEN WATER AND (?s why Mr 0 p" WASTE LINE PER SCHDS BALL AT t. s' ��� ❑o °°°° EL a 1 STORY EL. 181 � F 0 HOUSE SCTM# 1000-17-1-2.1 EXISTIN BURIE PROPANE BLOCK PIER ,ROUND TANKTO REM ED.INSTALL FOUNDATION bA NEW 1000g L BURI TANK(VIF) V HOUSE, TIEINT ALLB WINGS (NO BASEMENT) . ID POOL /Q(� QamN isA B CK FRO PROPER `/- LINE AND LLSSR RES) RGROUNp Op OF�,ylq�q(�c� E TO HOUSE 18� a O BE REMOVED EL 1B' � P3 ( EL 0 ,IFY IN FIELD) ..i 00:. N PARTIAL SITE PLAN SCALE: 1" = 20'-0' DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: FebEumy 29,2012 SHEETNUMBER: MS-la REVISIONS v a�stiQ�` 'S0, �G STORM WATER DRAINAGE: N/O/F o�Q axe FL•T LOCATION: AREA/REQUIREMENTS: REQUIRED DRYWELL/CAPACITY: DONNA TWEEDLE I �� ����� 2150 SQ.FT.x 035=7525 PROVIDE:(1)8'd1a.X 4'deep DRYWFLL sEPrIG Isrr+ 1 -A- AT 2"RAIN PER HR.=1505 TOTAL CAPACITY:167 CU.FT. 1505/12=125.5 CU.FT. -WITH CATCH BASINS- ft.2(1 EL 2n IExLiT NGj (E%ISTING 7300 SQ.FT.x 0.35=2555 PROVIDE:(2)B'dia.X Gdeep DRYWELLS -B- AT 2"RAIN PER HR-=5110 TOTAL CAPACITY:501 CU.FT. - 5110/12=426 CU.FT. -WITH CATCH BASINS- 15'WIDE (EXL=NG) RIGHT OF WA 5200 SQ.FT,x 0.35=1820 PROVIDE:(2)8'dia.X 4'deep DRYWELLS RIGHT OF WAY ---' C. AT 2"RAIN PER HR.-3640 TOTAL CAPACITY:334 CU.FT. 150' 3640/12=304 CU.FT. -WITH CATCH BASINS- _ PRIVATE ROAD_ FROM WELL EXISTING W 42 --_-_ -D- 1312 SQ.FT. 220 CU-FT. TOTALPROVIDE:(1) C11T1: *dce AU,}TELL e o� 33' i PROVIDE:(1)8'dia.X 4'deep DRYWELL FRAMED N/O/F E- POOL OVERFLOW TOTAL CAPACITY:167 CU.FT. GARAGE ig YISTIN LEWtS&DEBORAH rE ` I `�y�fXSSTING MININUM GRADE fOR £DISONI � ��`r ■ "LEACHING POOLS IS EL 14A4 AS PER -VACANT- SE FOOL TO CODEEXISTINGWATERSTORAGE EL 20 SCHDS MINIMUM REQUIREMENTS ,� wTANKTO kEf.:A1N,THEME ARE (EXISTING) ON CO,riPLETION + L�✓MBIEL 20 NOEXIS INGPlUMBINGiFORE"WATER" p1 .l.,B;idG ^.(/�,STE N`CSTING) FIXTURES IN GARAGE AND NO 1 CSt(�� E119' F:;1 1 pL I„� PLUMBITANKITOURE MAIN�SCD EL IB' /�/F' E%ISTING EL 150' (f4E5', I{ I (EXISTING) = i '- I EL 2z TO ttxlm"c7 cwbE rO REMAIN Ll F AS E%KFNG, WELL EL IB e DNTO,IGHEp ZONE "� I i & "�(,TER LINES NEED APPROVED N� NOTED o (EXITING) EL 16' hh (ExI1nNG, ZONE z 1 TO X 1 W TEST. WELL = CEH VE 13 i DATE' DIP: # m POOL T. FENCE 5 ` PLU BER CERTIFICATION v S L , Ln 15 O LAD CONTENT BEFORE FEE: q ny, P, ° ExI nN b0.1VEWAY L N jF! `'NOTIFY BtllLpfl� EFo�;: U TO BE TE0.E0 W - �) G ' EL.16' ' Y Ql �{`I,� _. •., , )Cf�7t CATS OFOCCUPANC/ NO M !!!+ L.J O- RF-USE E ONE Y,I„r1 ��y, F STING) t I VY-1 E 2 6 AM TO N --'- :�, , S FOLLOWING INF�rI ,��f. ,, - I OLDER USED IN WATER µw , UPPLY SYSTEM CANNOT J� Ly 1'z, N o CP o '' i 1, FOUNDATION Ty "� N/O J T J `I l6'X30'POOL HOUSE _ Q CK S)vR15D D > G ti O , BEVERLY&JOANA LAMOS a FF EL 76.5' l A FOR TRUSTEE 1, FOR F00RF-�j - - �- O (3g o1 w/BASEMENT 3I 5 ➢ 100'SETS EXCEED 2/10 OF 1/ LEAD. Z, ® 1' pr 1 4y r_r �tr(yt f�.r U N " 3 zb I Cjt�s� Dl* i ,CIFk r; IM BEACH LONG ISLAND 4. �, Ir or. BROIt.N9t1YLOAM !`�L1 } l f T ^ !L( . F 126' TEST EI Q SOUND a HOLE HOUSE A e ✓O U N D r t ~NEVI GRADL // /..gvv^^^ - EL I6.0 } ✓�� RiLEXk3'IER y ��, �(t .. `} �''�('^ PxIE B?04GTi SR.T •D 1,�i a. .J..s I e y I..l p.,r b -.-.-.�„. Xr. - - APROX.IDEATION OF r ..✓'L P 777 t °- f n., + 18'XSp•P Q ' EX. IN WITH H SAND _ 1 ' �`rF�� ' r N31-r 0OL .1 5'' FILL IN WITH MIND PER f :J t a 1l p •1 ! SCHDS RE UIREMENTf^ - _ O F t, : I ` t DE k, U"V. DECK �`t V ,U n�.r.1 FROM WELL �.1 z, L--� `� " ! 1 •, " . STORM WATER RUNOFF 74 ..,. 4RCnXf15ANF,rtrLAT R�WI G EL-Ie rkE7q t1 t--1=.1 ( r'1 _ '� (37Z, WAINTAINPIT9 ERATION a IT!} c,` 1 6 • .«wA� t RETAIN ST ^ a�'+/1 PURSUANT TO CHAPTER- 7 ';. .`• BEIWEENWAIERAND �" , � L.Eii��ALif�� T R 236 {E%ISTIIJGI IA!i�J�� :''+( /i ,{^^✓ WASTE LINE PER SCHDS I I�.. ' UTIUT'!WALL:iU}, ,NGR4br.fl.,/s .�� � `. ;� 1,STORY ( OF THE PALE! ALLA7EC.Ig �-� (HOUSE I �'' `A, - ' _ �' TQO �" � ED TOWN CODE. WA TM N m P fllk " Ia� +wT^' N/O/F 410 ,11, z } 6:taly"'I SYITV CLAY , PROV)DE UNDERGROUND w�,'.•,„�;,�� ROUIIDATIo11 ANTHONY& ELECTRIC 10 MAIN HOUSE, �­,^ " MID BASEMENT) S^ SUSAN AQUlNO / POOL HOUSE,AND POOL tCjp, `"mow,"�L'I , OFIGIAL `Ev.-� {r DO NOT.PROCEED I WITH LECT RIC FROM POLE TO HOUSE All qT l la,ti - ~ as' ' ELECTP,ICFROMPOLETOHOUSE F I FRAMING UNTIL SURVEY _ W E ,B' EXISTING WATER D E TO(VERIFY BE REMOVED rExImIJGj 1` z OF FOUNDATO01 J LOCATIOl o►-t�io� 9RATLiL IFJ AND RELOCATED(VERIFY IN FIELD) •1 1 1\ BR0'.7:iFINLTFS c H W HAS BEENAPPROVED.. ^ LYaAR13&5)Vf} EXISTING IRRIGATION SYSTEMAFFECTED TO 70 TD Et My ONE Z NE 1 ( J H BY CONSTRUCTION WORK TO BE DESIGNED LP 2 LP 1 ST (EYIMNGI EL n• X 4 £13 AND INSTALLED BY IRRIGATION INSTALLER FExsnNGj EL.la' EL,2a iFxhnrvGl IE%urlNnl SITE PLAN PLO (ExDTING, EL W TO TD TD (El(11nNG) LP I ST cooN/ /F Z TESL HOLE DEWS LP 21 O) SCALE: 1 hk#34NAC414T.4S�IN1 o USADI OR NOROTHY to = 30 -000 t CP o w o a Poo � s - C� W SITE PREPERATION: LOT COVERAGE: 1).EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS OF UNDERGROUND WIRES, POOL HOUSE CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY FF.16-5' COMPANIES THAT THE AREA IS CLEAR. LOCATION: AREA: LOT COVERAGE (CEHL): FINISHED GRADE t 1 FPJISHED GRADE7O PROPERTY LINE 10 FR01v MIN ELEJ.IS.� 2).CONTRACTOR AND EXCAVATOR SHALL INSPECT PROPERTY FOR EXISTING UTILITIES PROPERTY: 37,319.0 SQ.FT. (TOTAL) 23,069 SQ.FT.(CEHL) ELEV.16 0'(MIN.15A) FINISH GRADE APPROVED PIPE TOP EL N.5 MIN ELEIV 144' BEFORE EXCAVATION BEGINS.ANY DIGGING WITHIN 24 ICHES OF UTILITY MUST min PITCH 114-A' SE PnG APPROVED PIPE TOP EL134' (MIN 6. (A BE DONE BY HAND. INV.EL 33- TANK in PITCH ire'n' la 3' 1NV.Er.13C 31. 3).CLEAR THE SITE AT LEAST.20-25 FEET(IF APPLICABLE)FROM THE FOUNDATION. EXISTING HOUSE: 1,301.0 SQ. FT. 5.6% v IIJV H-'26' A).CUT UP TREES(VERIFY WITH OWNER)AND HAUL THEM AWAY. 8).CHIP BRUSH. EXISTING DECK/PORCH: 687.0 SQ. FT. 3.0% Vl FOOL LEACHING C)-REMOVE STUMPS AND HAUL THEM AWAY. PROPOSED SEPTIC SYSTEM DETAIL EXISTING GARAGE: 491.0 SQ.FT. 2.1 Oda (� MOTTO SCALE) 4).RETAIN AS MUCH TOP SOIL AS POSSIBLE TO PRESERVE THE ENVIROMENTAL I� QUALITY OF THE PROJEC',T SITE. TOTAL EX/STINGr 2,479.OSO.FT 10-7 4'o SOT.EL 4.Y MIN. ' GROUNDWATER REV 19" c 5).WHEN THE TOP SOIL IS PRESERVED.TILL THE SOIL FIRST,AND THEN REMOVE TO A SAFE LOCATION WITH A FRONT END LOADER. PROPOSED POOL HOUSE: 540.0 SQ.FT- 2.3% 6).FOUNDATION EXCAVATIONS SHOULD BE AS LEVEL AS POSSIBLE.SET ELEVATION 0 z BENCH MARK PRIOR TO EXCAVATION. PROPOSED PORCH: 210.0 SQ. FT., 0.9 PROPOSED SEPTIC SYSTEM DETAIL PROPOSED PAVILION: 252.0 SQ.FT;� 1.1% z z 7).OVER DIG FOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR A WELL- Q W_ N.T.S. DRAINING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK. PROPOSED POOL: 900.0 SQ.FT. 3.9 0/a A). IF THE DEPTH OF EXCAVATION IS 6 FEET OR LESS,OVER DIG BY 3-4 FEET. Il(„ Q N Q B).IF THE EXCAVATION 15 DEEPER THAN 7 FEET,THE SIDES MUST BE SLOPED TOTAL fX/STING: 1,902.OSQ F7 8.2% � OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEET OR INSTALL SHORING. o E SEPTIC TANK LEACHING POOLS 8).HILLSIDE EXCAVATION:BXCAVAT£THE HILL BACKTO AN ANGLE OF REPOSE-THE N I J O S• NOTES l).MINIMUM SEPTIC TANK CAPACITIES ANGLE AT WHICH THE SLOPE IS STABLE,USSUALLY BACK TO A SLOPE OF 2:1 TOTAL: 4,381.0 SQ. FT. 18.9% $.CAPACITIES IS 1500 GALLONS, 1).MINIMUM LEACHING SYSTEM 15 2 POOLS;8'DEEP,8'DIA. (VERIFY SOIL CONDITIONS).2).CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 psi AT 2).LEACt 11NG POOLS ARE 70 BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE A).AN UNSHORED VERTI CLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. 28 DAYS. (OR EQUAL)- ,,<er:1�""' -".+J-.' a: 3).WALL THICKNESS SHALL BE A MINIMUM OF 3,A TOPTHICKNESS OF 6"AND A 3).ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). 9).PROTECT GRASS,TREES AND OTHER PLANTS WHENEVER POSSIBLE. „ '' '^ } BOTTOM THICKNESS OF 4".ALL WALLS,BOTTOM AND TOP SHALL CONTAIN 1't �3�' REINFORCING TO RESIST AN APPLIED FORCE OF 300 sF. P 4).A MINIMUM DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. 10).DO NOT CLEAR OR EXCAVATE LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION: '` +" /V +F' ; .• 4).ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. DISTURB VEGETATION ONLY AS NEEDED,THEN RESEED OR REPLANT AS SOON AS 5).AN 8'MIN-DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL PRACTICAL DRAWN: MH/MS 5).THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH A - / ,. MAX-TOLERANCE OF+/-1/4")ON A MINIMUM 3"THICK BED OF COMPACTED BE MAINTAINED. _• t•A >t p SCALE: 1/4"=P-0" SAND OR PEA GRAVEL. 11).LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SITE-DO NOT DRIVE OVER JOB#: UNCLEARED AREAS-PROTECT UNCLEARED AREAS WITH SNOW FENCING OR OTHER 6).A 10'MIN.DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. -" `�{ ' Match 12,2012 BARRIERS.PLACE BARRIERS AROUND THE DRIP-LINE OF TREES TO PREVENT INJURY � � '� ' TO THE ROOT SYSTEM-IF A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE SHEET NUMBER: CONSTRUCTION BEGINS,A TEMPOARY GRAVEL DRIVEWAY SHOULD BE INSTALLED WHERE VEHICLES ENTER.THE JOB SITE. `t ?MNTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDIT104SS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING W17H OWNERS FCR APPROVAL OF AIL GENERAL CONTRACTOR SHALL 8E RESPONS1eLE FOR ALL IBUILDING DEPARTMENT INSPECTICNS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMSINS,AND NVAC PRIOR TO INSULATING AND SHEETROCKINS AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS STORE` WATER MANAGEMENT REQUIREMENT S WHERE APPLICABLE 2"X2"STAKES STANDARD AND SPECIFICATION FOR STRAW BALE DIKE STANDARD AND SPECIFICATION FOR SILT FENCE 2'IN THE GROUND V.'^,�ETIE I DEFINITION: DEFINITION: ` BALES BUTTED A TEMPORARY BARRIER OF STRAW OR SIMILAR MATERIAL USED TO A TEMPORARY BARRIER OF G,EOTEXTILE FABRIC(FILTER CLOTH)USED �p n TIGHTLY TOGETHER INTERCEPT SEDIMENT LADEN RUNOFF FROM SMALL DRAINAGE AREAS TO INTERCEPT SEDIMENT LADEN RUNOFF FROM SMALL DRAINAGE AREAS NOTE: OF DISTURlIFD SOILS. OF DISTURBED SOII. SILT FENCE IS PREFERRED,IF SIC-J`fIFICANT GRADE EXISTS,STRAW BALES MAY BE PURPOSE: REQUIRED TO BE PLACED ON THE DOWNSTREAM SIDE OF THE SILT FENCE. .\ ` PURPOSE: THE PURPOSE OF A BALE DIKE IS TO REDUCE RUNOFF VELOCITY AND THE PURPOSE OF A SILT FENCE IS TO REDUCE RUNOFF VELOCITY AN yr I� EFFECT DEPOSITION OF THE TRANSPORTED SEDIMFNT LOAD.STRAW EFFECT DEPOSITION OF TRANSPORTED SEDIMENT LOAD"LIMITS IMPOSED �.-- BALE DYKES HAVE AN ESTIMATED DESIGN LIFE OF THREE(3)1.1101 JTHS BY ULTRAVIOLET STABILITY OF THE FABRIC WILL DICTATE THE MAXIMUM PERIOD THE 511 T FENCE MAY BE I juD- WAT ER COT1 LIE NDITIONS BnL DIKE IS USED Wii WHERE:FRACTiCE APPLIES: CONDITIONS WHERE PRACTICE APPLIES: 1).NO OF HIP,PRACTICE IS FEASIBLE, A SILT FENCE MAY BE USED SUBJECT TO THE FOLLOWING CONDITIONS: 1).MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO THERE iCONCENTRATION EI n A SILT FENCE ARE; 2).T.._P,E 15 NO OF WATEP,IN A.CNANN_-O., OTHER DRAINAGE WAY ABOVE THE BARRIER. SLOPE MAXIMUM SLOPE ` STEEPNESS: LENGTH(FT.) EROSION WOULD OCCUR IN THE FORM OF SHEET EROSION. 2:1 50 O 4).LENGTH OF SLOPE ABOVE THE STRAW BALE DOES NOT EXCEED 3:1 75 r\1 .� THESE LIMITS: r~,.•I m CONSTRUCTION PERCENT SLOPE LENGTH 4.1 125 t , SLOPE SLOPE (ft) 5:1 175 ERE ASSEMBLED 2:1 50 25 FLATTER THAN 5:1 200 2-1/2:1 40 50 2).MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW TO A SILT FENCE G ry'1 SILT FENCE STRAW BALE AND SILT FENCE 3:1 33 75 SHALL NOT EXCEED 1/2 ACRE PER 100 FEET OF FENCE:AND 3-1/2:1 30 LED 3).EROSION WOULD OCCUR IN THE FORM OF SHEET EROSION:AND 4:1 25 125 4).THERE IS NO CONCENTRATION OF WATER FLOWING,TO THE BARRIER. \J U S ADJACENT ADJACENT L- + WHERE SLOPE GRADIENT CHANGES THROUGH THE DRAINAGE AREA, CRITERIA FOR SILT FENCE MATERIALS w CpTV TYPICAL RESIDENTIAL p STEEPNESS REFERS TO THE STEEPEST SLOPE SECTION CONTRIBUTING *;'t V r-a PROP i PROPERTY \ TO THE STRAW BALE DIKE. 1).SILT FENCE FABRIC THE FABRIC SHALL MEET THE FOLLOWING N HOUSE FOOTPRINT i SPECIFICATIONS UNLESS OTHER VISE APPROVED BY THE SILT STOP THE PRACTICE A".AY ALSO BE USED FOR A SINGLE FAMILY t0?IF THE APPROPIATE FROStON AND SF.DIMFNT CONTROL PLAN APPROVAI � ��y" SLOPE IS LESS THAN 15 PERCENT.THE CONT"RIBUTING DRAINAGE AUTHORITY.SUCH APPROVAL SHALL NOT CONSTITUTE STATEWIDE POST `f' r6 AREA 1N THIS 1NSTANCT SHALL BE LTSS THAN ONE ACRE AND THE ACCEPTANCE.STATEWIDE ACCEPTA"oiLliY SHALL DEPEND ON IN S LENC7H OF SLOPE ABOVE'1 HF DIKE.SHALL BE LESS THAN 200 FEET. FIELD AND/OR LABORATORY OBSERVATION AND EVALUATIONS. ly �11A- I L MINIMUM FARRIC PROPERTIES ACCEPTABLE TEST METHOD VALUE GRAB TENSILE 90 ASTM D15R7 SI RENGTH(IbS.) -`- ELONGATION.A? » NATIVE '�' avj 50 ASTM D1662 SOIL � 1 FAILURE(%) PROPERTY LINE RECOMMENDED ' STRENGTH BURST 1Bo ASTM D3786 EVENLY SPREAD STRAW TOE-IN PUNCTURE STRENGTH(ibs.) 40 ASTM D751 FROM APPROXIMATELY FULL WIDTHtUSUALLY ) R/W PRE-ASSEMBLED SILT FENCE 5LLIRRYFLOWRATE U.3 (gal/min/sr) EQUIVALENT OPENING SIZE 40-80 US ST.SIEVECW-00215 W Ia�f UULTRA'VIOLE.TRAD!ATI0N 00 ASTM G-26 STABILITY 2).FENCE POSTS(FOR FABRICATED UNITS)-THE LENGTH SHALL BE A CURB a CUTTER MINIMUM OF 36 INCHES LONG-WOOD PO>SWILL BE OF SOUND 1--I QUALITY HARDWOOD WITH A MINIMUM CROSS SECTIONAL AREA a C tT -I-� t OF 3.0 SQUARE INCHES.STEEL POSTS WILL BE STANDARD T AND O U SECTION WEIGI!ING NOT LESS T}IAN 100 PUND PER LINEAL FOOT. 3).WIRE FENCE(FOR FABRICATED UNITS):WIRE FENCING SHALL BE A F_ MINIMUM 14-1/2 GAUGE WITH A MAXIMUM 6 IN-MESH OPENING, /y�\// ��.{w ///��� �'!^�J (^ 1 OR AS APPROVED. S RA y �' V I E DIKE �,,.i ET,AI Lc S'I L.T FEN wE Dj"T A I`S 4j.FF FFABRiCATED UNITS:ENVIRCFEtJCE CR APPROVED EQUl t MA5' � u BE USED IN LIEU OF ABOVE METHOD PROVIDING THE UNIT IS INSTALLED PEP.DETAILS SHOWN. Z; SPACING OF POSTS FILTER CLOTH!FILTER X. BOUND BALES PLACED 2 RE-BARS.STEEL PICKETS OR TO BE 6-10 FEET APART tM1RAFl IOOX O IN CONTOUP 2"X2"STAKE 1 1)2.2'IN GROUND. STARILINKA T140'N N / DRIVE STAKES FLUSH WITH f BALES. OR APPROWED EQUAL. O /! 1.SET STAKES 2. EXCAVATE A 4"X 4"TRENCH UPSCALE DRAINAGE AREA NO MORE THAN 1/4 AC.PER i4 ` ra® ALONG THE LINE OF STAKES. ') 100 FETT OF STRAW BALE DIKE FOR SLOPES LESS THAN 25%. 71 4„MIN. "'u PROPERLY INSTALLED STRAW BALE (Cross-Section) 2'MIN. �I '»w FOR ADDITIONAL STRENGTH FILTER FABRIC };5:..�-..•- CAN BE ATTACHED TO A 6 INCH(MAX.)MESH WIRE SCREFN WHICH HAS BEEN FASTENED TO 4" THE POSTS.(14 1/2 GA.6"MAX.MESH OPENING) 4' 1. Excavate the Trench 2. PLACE AND STAKE STRAW BALES. ':,_ BACKFILLED TRENCH 3.STAPLE FILTER MATERIAL TO STAKES 4.BACKFILL AND COMPACT \ AND EXTEND IT INTO TRENCH. THE EXCAVATED SOIL. o ANGLE FiR.ST STAKE TOWARD PREVIOUSLY LAID BALE r--- i Q � 1 ruT lr n} n FENCES •r•-�i � WEDGE LOOSE STRAW FILTER FABRIC MATERIAL SECURELY ATTACHIN 3�•D SIT FE,.CES '" (J' Z 4" BETWEEN BALES. FASTENED TO THE POSTS OR IF USED aP•O THE WIRE MESH '-'CT�T1 ` LJ LJ +�+ SHEET FLOW INSTALL W ATION rRL ¢ \\\\ (PERSPECTIVE VIEW) r"j C PLACE THE END L APPROXIMATELY 6 INCHES P05T OF THE O OF FILTER FABRIC MATERIAL SECOND FENCE LO BALES MUST BE TIGHTLY CONSTRUCTION)SPECIFICATIONS: MUST EXTEND INTO A INSIDE THE END N ABUTTING WITH NO GAPS, TRENCH AND BF ANCHORFD FIRSTTHE FENCE (3)1).BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE WITH COMPACTED BACKFILL CONTOUR AND IN A ROW WITH ENDS TIGHTLY ABUTTING MATERIAL, \ THE ADJACENT BALES. CONSTRUCTION SPECIFICATIONS: ROTATE BOTH P0575 •^j �® N 2).EACH BALE SHALL BE EMBEDDED IN THE SOIL A.MINIMUM OF POSTS:STEEL EITHER AT LEAST 180 (4)INCHES AND PLACED SO THE BINDINGS ARE HORIZONTAL. "T"OR"U"TYPE OR DEGREES IN 1).WOVEN WIRE FENCE TO BE FASTENED SECURELY TO y.� �i 2"X2"HAP,DWOOD A CLOCKWISE A Y MAX. A FENCE POSTS WITH WIRE TIES OR STAPLES. `J 1) \ \ 3).BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO RUNOFF DIRECTION TO \® I CREATE A TIGHT B 2 FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN /ct STAKES OR RE-BARS DRIVEN THROUGH Ti{C BALL THE FIRST SEAL WITH THE ) Nj STAKE IN EACH BATE SHALL BE DRIVEN TOWARD THE PREVIOUSLY I WIRE FENCE WITH TIES SPACED EVERY 24'AT TOP FABRIC MATEFtIAI _/' < LAID BALE AT AN ANGLE TO FORCE TF1E BALES TOGETHER-STAKE$ AND MID SECTION. »+n.,•. A SHALL BE DRIVEN FLUSH VVITH THE ua,LE_ warp 3).WHEN TWO SECTIONS OF FILTER CLQ`L'-"J.4PJ bit ��"t• DIRECTION OF RUNOFF WATERS 4).INSPECTIONQ 16 INCHES SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL q OTHER THEY SHALL BE OVERLAPP ?.. BE MADE PROMPTLY AS NEEDED. I I I FLOW AND FOLDED. 1MIN .) i f DRIVE BOTH POSTS APPROXIMATE ABOUT 10 INCHES DRAWN: MH MS 6 BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR 4"X 4"TRFNCH _ 4).MAINTENANCE SHALL BE PREE � IE E AN •,� Kyl )• TWO TriE GROUND PC!NTS".SHOULD BE HIGHER THAN POINT B MATERIAL;UNAOVED'wHEN" r� " ✓'9 ��--I'-Q" 3. BACKFILL AND COMPACT THE USEFULNESS SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR ' AND BURY FLAP � 4 SCALE: I�'* - EXCAVATED SOIL. DRAINAGE SILT FENCE. '�' "NNv°,+-"p:,, �' "" DRAINAGE INSTALLATION w•T!!! /. �•v ..• tl+i' (FRONT ELEVATION) JOB#: ,> Februm 22,2012 . SllEET NL MBER: PAINTER TO PRIME AND PAINT All.DOOR EDGES TO MAINTAIN I CONTRACTOR SHAI1.NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHAII.REQUEST CLARIFICATION BEFORE COMMENCING WORK-CONTRACTOR SHAI L VERIFY At I. I GENERAL CONTRACTOR TO COORD�NATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANT!AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE,114CLUDINC"BUILDING AND SITE CLEARANCES FOR DFLIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCE AIENT OR CONTINUATION OF WORK. RCUGN ELECTRIC,PLUr IB1NG,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FRO"CWNERS. REVISIONS SPECIAL PROVISIONS 4.REGULATARY REQUIREMENTS DIVISION6:WOOD AND PLASTICS ALL CONSTRUCTION,MATERIALS AND EQUIPMENT SHALL CONFORM TO ALL STATE,COUNTY AND LOCAL ZONING AND BUILDING ALL FRAMING LUBER SHALL BE GRADED STAMPED DOUGLAS FIR-LARCH,STRUCTURAL GRADE No.2 OR BETTER.Fb= 875 P.S.i., CODES INCLUDING ANY RELEVANT ENViROMENTAL REGULATIONS. E=1,6000,000 P.S.I. DIVISION 0-BID AND CONTRACT REQUIREMENTS THE CONTRACTOR SHALL EXECUTE ALL WORK IN STRICT ACCORDANCE TO THE SPECIFICATIONS AND RECOMMENDATIONS OF ALL •JOISTS TO BE BY[-LEVEL TRUSS JOISTS RELEVANT REGULATARY AGENCIES INCLUDING BUT NOT LIMITED TO:ACI,AISC,ANSI,APA,ASHRAE,ASTM,DECRR,FEMA,NFPA, •ALL SHIMS UNDER GIRDERS TO BE STEEL PLATE SET ON.060 EPDM OR 2 LAYERS OF ASPHALT FELT. NFORPA,AND UNDERWRtTTERS LABORATORIES.WHERE APPLICABLE,ADA REGULATIONS MUST BE FOLLOWED. •ALL ATTACHEMNTS(CONNECTORS.NAILS,HOLD-DOWNS)THAT CONTACT ACQ PRESSURE TREATED WOOD MUST BE HOT DIP GALVINAZED AFTER FABRICATION,Z-MAX(6i85)OR TYPE 316 STAINLESS STEEL SOIL BEARING IS ASSUMED TO BE 2 TONS PER SQUARE FOOT,AT A FOOTING DEPTH INDICATED ON PLANS.ACTUAL CONDITIONS TO •ALL WOOD TO BE PROTECTED FROM DIRECT CONTACT WiTH CEMENT WITH 2"THICKNESS ASPHALT FELT OR.060 EPDM. 1).INSTRUCTIONS TO BIDDERS BE VERIFIED PRIOR TO PLACEMENT OF FORMS.WHEN THE SOIL BEARING VALUE INDICATED HAS NOT BEEN REACHED AT THE DEPTH •ALL EXTERIOR WALL SHEATHING TO BE 5/8"APA RATED EXPOSURE 1 OR AS NOTED.ALL EDGES TO BE SET ON SOLID BLOCKING AND INDICATED ON THE DRAWINGS,THE CONTRACTOR SHALL NOTIFY THE OWNERS AND MAKE NECESSAY ARRANGEMENTS TO EXCAVATE NAILING PER NAILING SCHEDULE. BiD PRICES TENDERED SHALL REFLECT THE INCLUSION OF EVERYTHING NECESSARY FOR PERFORMING AND COMPLETING THE WORK TO THE DEPTH REQUIRED FOR PROPER SOiL BEARING. •PROTECT ALL FRAMING MATERIALS FROM EXPOSURE TO WEATHER.DO NOT INSTALL SHEATHING IF JOISTS AND SHEATHING ARE REQUIRED AS DESCRIBED BY THESE PLANS AND SPECIFICATIONS.ANYTHING OMITTED WHICH IS NECESSARY FOR THE COMPLETION OF WATER LEVEL ASSUMED BELOW LOWEST CONSTRUCTION.ALL FOOTINGS SHALL REST ON UNDISTURBED SOIL WHERE FOOTINGS WET FROM EXPOSURE. THE WORK OR ITS APPURTENANCES SHALL BE CONSIDERED A PORTION OF THE WORK ALTHOUGH NOT DIRECTLY SPECIFIED OR ABUTT CELLAR WALLS THEY SHALL BE TIED TO WALLS WITH STEEL REPAR AND WALL TIES. -ALL SUBFLOORING TO BE APA RATED 3W THICKNESS AS NOTED.ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING.GLUE AND SHOWN IN THESE PLANS AND SPECIFICATIONS.iN EACH CASE WHERE A SPECIFIC MANUFACTURER IS MENTIONED IN THESE PLANS AND •ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY CONTRACTOR PRIOR TO START OF CONSTRUCTION AND ORDERING SCREW ALL SHEETS,UNLESS OTHERWISE STATED IN MANUFACTURES SPECIFICATIONS. SPECIFICATIONS.THE BIDDER SHALL BASE THE BILL ACCORDINGLY.IF THE BIDDER ELECTS TO SUBSTITUTE A SIMILAR PRODUCT FOR OF MATERIALS. •ALL HEADERS UNDER 4'-0"SHALL BE SUPPORTED WiTH STUD AND JACK STUD EACH SIDE.OVER 4'-0"SHALL BE SUPPORTED WITH a CONSIDERATION THE BIDDER MUST PROVIDE BOTH THE OWNER AND ARCHITECT(IF STRUCTURAL)WITH SPECIFICATIONS ANDI OR •ALL STUMPS AND DEBRIS TO BE TRUCKED AWAY FROM SITE. DOUBLE JACK STUDS ON EACH SIDE,OR AS NOTED. © ©� SAMPLES.AND THE COST DIFFERENTIAL OF THE SUBSTITUTE FOR APPROVAL. -LOCKING TYPE GRAVEL TO BE USED FOR ALL WALKWAYS AND DRIVEWAYS. •SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS NOTED.ALL DOOR JAMBS REQUIRE SOLID BLOCKING •NO WOOD CHIPS TO BE USED IN OR NEAR FOUNDATION AS BACKFILL. BELOW FLOOR SYSTEM WHEN WALL IS PARALLEL WITH JOISTS.ALL WALLS PARALLEL TO THE FLOOR JOISTS MUST BE BLOCKED 24"O.C. •ALL SOIL TO REMAIN STOCKPILED AT SITE UNTIL OWNER APPROVES REMOVAL FROM SITE. BELOW IN THE FLOOR SYSTEMS WHEN WALL IS PARALELL WITH JOISTS. •ALL SITE DISTURBANCE THAT REQUIRES DIGGING SHALL BE PRECEDED BY UNDERGROUND UTLITY STAKEOUTS BY THE CONTRACTORS •ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVINIZED METAL PLATE CONNECTORS BY"SIMPSON"OR DISTUBiNG THE SITE AND FORWARDED TO THE ARCHITECT AND OWNER,THIS INCLUDES BUT iS NOT LIMITED TO MASONRY APPROVED EQUAL CONTRACTORS,GENERAL CONTRACTORS,PLUMBING CONTRACTORS AND ELECTRICAL CONTRACTORS. •WHEN USiNG ENGINEERED LUMBER,MANUFACTURES SPECIFICATIONS TAKE PRECEDENCE UNLESS BUILDING CODES REQUIRE 2).AGREEMENT FORMS -ALL UNDERGROUND SERVICES INSTALLED OR EXISTING WILL BE DRAWN TO SCALE ON PLAN AND PROVIDED TO THE ARCHITECT STRICTER SPECIFICATIONS.NAILING SCHEDULE DESCRIBES SPACING,SIZE,AND QUANTITY OF FASTENERS.ALL EXTERIOR NAILS SHALL BE HOT DIPPED GALVINIZED. THE CONTRACTOR(S)WiLL BE REQUIRED TO EXECUTE A WRITTEN CONTRACT WITH THE OWNERS.THE CONTRACTOR SHALL •ALL JOISTS AND RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH HOT DIPPED GALVINZED STRAP CONNECTORS BY INDICATE THE COMPLETION DATE FOR THIS PROJECT AND WILL BE RESPONSIBLE FOR FULFILLING THE TERMS OF THE CONTRACT BY SIMPSON OR APPROVED EQUAL. o THAT DATE.THE CONTRACTOR SHALL UNCONDiTIONALY GAURANTEE ALL WORKMANSHIP AND CONSTRUCTION FOR A PERIOD OF •ALL JOISTS,GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED PER MANUFATURER'S SPECIFICATIONS.WEB ONE(1)YEAR FROM THE DATE OF ISSUANCE OF THE CERTIFICATE OF OCCUPANCY.THERE SHALL BE A TWO(2)YEAR GAURANTEE ON STIFFENERS SHALL BE REQUIRED AT ALL LOAD BEARING POINTS AT A MINIMUM,A SINGLE 1-3/4"RIM JOIST SHALL BE REQUIRED AT ALL HEATING,VENTILATION,AIR CONDITIONING,PLUMBING AND ELECTRICAL SYSTEMS INCLUDING WORKMANSHIP,EQUIPMENT DIVISION 3:CONCRETE FLOOR PERIMETERS.UNLESS OTHERWISE NOTED.HANDELING,STORAGE AND ERECTION OF COMPONENTS SHALL BE PER AND MATERIALS.THERE SHALL ALSO BE A SiX(6)YEAR GAURANTEE ON"MATERIAL DEFECTS".THE CONTRACTOR SHALL SUPPLY THE MANUFACTURERS RECOMMENDATIONS. � U OWNER WITH ALL GAURANTEES NOTED ABOVE UPON COMPLETION OF THE WORK AND SHALL REPLACE ANY DEFECTIVE WORK •ALL MULTIPLE MiCROLAM PRODUCTS TO HAVE 2 ROWS OF T%-DIAMETER MACHINE BOLTS AT 12"O.C.,LOCATED 2"FROM THE TOP N� ''� m WITHOUT ANY EXPENSE TO THE OWNERS AND PAY FOR ALL DAMAGE TO OTHER PARTS OF THE BUILDING CAUSED BY THE REPAIR. •ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL AT A MINIMUM OF 3 FEET BELOW GRADE. &BOTTOM MEMBER,OR AS NOTED.WASHERS AND NUTS SHALL BE USED. a `n THE CONTRACTOR SHALL REPLACE DEFECTIVE WORK WRHING NINETY(90)DAYS OF BEING NOTIFIED OF THE DEFECT. •ALL CONCRETE SHALL BE STONE AGGREGATE WiTH A MINIMUM 28 DAY STENGTH OF 3000 P.S.I.UNLESS OTHERWISE NOTED. •ADEQUATE BLOCKING TO BE USED AROUND KITCHEN CABINETS,BACKSPLASHS,SHOWERS,BUILT-INS,STAIRCASES,TRIM,HANDRAILS, AND CEILING FAN BOXES. Ln U] s O o y 3).INSURANCE DIVISION 4:MASONRY Y+ DIVISION 7:THERMAL AND MOISTURE PROTECTION ax U THE CONTRACTOR SHALL CARRY WORKMEN'S COMPENSATION INSURANCE,PUBLIC LIABILITY INSURANCE AND ANY OTHER FORM OF CONTRACTOR WILL COMPLY WITH THE APPLICABLE PROVISIONS OF ALL CODES,STANDARDS AND SPECIFICATIONS REFERENCED IN In INSURANCE REQUIRED BY LAW AND/OR AS AGREED UPON WITH THE OWNER.THE CONTRACTOR MUST REVIEW THE POLICIES AND THiS SECTION: •BASEMENT WALLS TO BE WATERPROOFED WITH LOW V.O.C.WATERPROOF COATING OR AS NOTED. ° THE COVERAGE LIMITS OF THOSE POLICIES WITH THE OWNER AND IF NECESSARY MODIFY THOSE POLICIES TO SATISFY THE OWNER. •ACI531:BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES • INSULATE ALL INTERIOR WALLS.BEDROOM INTERIOR PARTITION WALLS TO HAVE SOUND INSULATION.EXTERIOR WALLS, s THE OWNER SHALL NOT BE LIABLE OR RESPONSIBLE FOR ANY ACCIDENT,INJURY,LOSS OR DAMAGE HAPPENING OR OCCURIRING •AC1531R:COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES INCLUDING AT GARAGE,TO BE INSULATED WITH KRAFT FACED INSULATION(PAPER SIDE TOWARDS LIVING SPACE SIDE).INSULATE DURING THE TERM OF THE PERFORMANCE OF THE WORK HEREIN REFERRED TO,AND IN CONNECTION THEREWITH TO PERSONS, •AC1530.1:SPECIFICATION FOR MASONRY CONSTRUCTION ALL FLOOR AND CEILING JOISTS. AND/OR PROPERTY.THE CONTRACTOR SHALL FULLY INDEMNIFY AND PROTECT THE OWNER AND HIS AGENTS,INCLUDING THE •ASTMC-90:LOAD BEARING MASONRY UNiTS •SIDING TO BE No.1 18"RED CEDAR R&R SHINGLES,UNLESS OTHERWISE NOTED,AT 5-1/2"EXPOSURE(MAX.).ROOFING TO BE No.l ARCHITECT,HIS CONSULTANTS AND EMPLOYEES,FROM AND AGAINST ARISING THEREFROM.THE OWNER SHALL PROVIDE THEIR • ASTMC-129:NON-LOAD BEARING MASONRY UNITS BLUE LABLE RED CEDAR PERFECTIONS,UNLESS OTHERWISE NOTED,EXPOSURE PER MANUFACTURES RECOMMENDATIONS.ALL NAILS OWN PROPERTY DAMAGE,FIRE AND OTHER INSURANCE THEY DEEM NECESSARY. •ASTMC-140:TESTING CONCRETE MASONRY UNITS TO BE STAINLESS STEEL INSTALL PER CEDAR SHAKE AND SHINGLE BUREAU SPECIFICATIONS. •ASTMC-744:SPECIFICATIONS FOR PRE-FACED CONCRETE AND CALCIUM SiLiCATIE MASONRY UNITS •ALL EXTERIOR DOORS AND WINDOWS TO BE PAN-FLASHED WITH LEAD COATED COPPER WITH SOLDERED SEAMS.ALL SEAMS TO BE •BIA:TECHINiCAL NOTES ON BRICK CONSTRUCTION WATERTIGHT. •NCMA:TEK BULLETINS •CHIMNEY WILL BE THROUGH FLASHED WiTH LEAD COATED COPPER PAN WITH WEEP HOLES ABOVE PAN. GENERAL CONDITIONS DIVISION 5:METALS 1).SUMMARY OF WORK DIVISION B.DOORS AND WINDOWS THE STRUCTURAL STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCCHTECT FOR APPROVAL.ERECTION OF STRUCTURAL STEEL SHALL NOT BE PROCEED UNTIL THE SHOP DRAWINGS HAVE BEEN APPROVEiD. •EXTERIOR WINDOWS AND DOORS PER PLANS AND ELEVATIONS AND OPENING SCHEDULE OF PROVIDED).DOOR AND WINDOW THE CONTRACTOR SHALL INCLUDE AND PROVIDE FOR ALL LABOR,MATERIALS,EQUIPMENT,TRANSPORTATION,TAXES,ETC. •ALL STRUCTURAL STEEL SHALL BE A36 STEEL CONFORMING TO ASTM SPECIFICATIONS.AFFIDAVIT TO BE FILED WITH THE BUILDING HARDWARE TO BE DETERMINED. NECESSARY OR REASONABLY INCIDENTAL TO THE PROPER COMPLETION OF THE ENTIRE PROJECT UNLESS SPECIFICALLY NOTED AS DEPARTMENT UPON REQUEST. •ALL OPENINGS TO BE SUPPLIED APPLIED EXTENSION JAMBS BY MANUFACTURE. Q BEING THE RESPONSIBILITY OF OTHERS.MATERIALS,EQUIPMENT AND WORKMANSHIP SHALL BE NEW AND OF THE BEST OF THEIR •ALL STRUCTURAL STEEL FABRICATIONS,ERECTION AND CONNECTIONS SHALL COONFORM TO THE LATEST AISC STANDARDS AND •ALL EXTERIOR OPENINGS TO BE STRAPPED PER CONSTRUCTION DETAILS. Z RESPECTIVE KIND UNLESS OTHERWISE NOTED.THE CONTRACTOR WILL SOLELY RESPONSIBLE TO EXECUTE ALL WORK IN SUCH A SPECIFICATIONS TYPE 2 CONSTRUCTION EXCEPT AS NOTED. O Z MANNER AS TO PROTECT THE SAFETY OF THE WORKERS AND THE PUBLIC.ANY DAMAGE OR DISRUPTION TO PREEXISTING SURFACES, • ALL FIELD CONNECTIONS TO BE V4"DIAMETER MACHINE BOLTS UNLESS OTHER\WISE INDICATED.SHOP CONNECTIONS SHALL BER AREAS AND/OR STRUCTURES RESULTING FROM CONSTRUCTION SHALL BE REPAIRED TO THE ORIGINAL CONDITION BY CONTRACTOR. PER TYPE i CONSTRUCTION PER AISC FOR PORTAL FRAMES AND SHALL BE DETAILED TO DEVELOP AT LEAST FULL ALLOWABLE Q •THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK INCLUDING THAT OF HIS SUBCONTRACTORS. MOVEMENT AND SHEAR CAPACITY.ALL REMANING STEEL TO HAVE TYPE 2 CONNECTIONS.A-307 BOLTS MAY BE USED FOR MINOR •ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF THE WORK AND CONNECTIONS WHEN ACCEPTABLE BY LICENSED PROFFESiONAL ENGINEER. Q' ORDERING OF MATERIALS •ALL WELDING SHALL CONFORM TO AISC AND AWS SPECIFICATIONS. DIVISION 9:FINISHES rU� •THE CONTRACTOR SHALL,AT ALL TIMES,KEEP THE PREMISES CLEAN AND FREE FROM ACCUMULATION OF WASTE MATERIALS AND •STEEL ENCASED IN CONCRETE SHALL NOT BE PAINTED.ALL STEEL SURFACES NOT IN CONTACT WiTH CONCRETE SHALL RECEIVE ONE RUSISH.MAJOR SITE CLEANUP TO OCCUR ON EVERY FRIDAY AFTERNOON.. SHOP COAT OF APPROVED PAINT,AND AFTER ERECTION,ONE FIELD COAT.OMIT PRIMER PAINT AT LOCATION OF FIELD WELDS •PROVIDE 5/8"SHEETROCK ON ALL WALLS AND CEILINGS UNLESS OTHERWISE NOTED. ® ~" •AT THE COMPLETION OF THE WORK THE CONTRACTOR MUST REMOVE ALL WASTE MATERIALS,RUBBISH,IMPLEMENTS AND AND HIGH STRENGTH BOLTS,THESE AREAS SHALL RECEIVE TWO COATS ONCE CONNECTIONS HAVE BEEN COMPLETED. •ALL BATHROOMS SHALL HAVE MOISTURE RESISTANT SHEETROCK.USE CEMENT BOARD IN ALL SHOWER AND BATH AREAS. GU11 SURPLUS MATERIALS,LEAVING THE SITE AND THE BUILDING CLEAN.EXPOSED AND ACCESSIBLE SURFACES TO BE WIPED CLEAN,FLOOR • NO BEAMS OR COLUMNS SHALL 8E CUT 3Y THE PLUMBING OR AIR CONDITiONIING CONTRACTORS WITHOUT APPROVAL OF THE •GARAGE AND MECHANICAL ROOMS WALLS AND CEILING TO BE HAVE TYPE-X FIRE RATED SHEETROCK. o p TO BE WAXED AND POLISHED IF SPECIFIED AND ALL GLASS AND MIRRORS TO BE CLEANED AND POLISHED.ALL HARDWARE, ARCHITECT. •INSTALL 5/8"TYPE-X FiRE RATED SHEETROCK OF B 01 LERS/FURN ACES PER CODE. MECHANISMS AND SYSTEMS SHALL BE CORRECTLY ADJUSTED TO PROVIDE FOR PROPER OPERATION WITH ALL APPROPIATE •THE STRUCTURE SHALL BE PROPERLY GUYED AND BRACED. •ALL BATHROOM TILE/STONE AS NOTED ON FINISH SCHEDULE OR AS SELECTED BY OWNERS. OPERATION AND MAiNTAINANCE MANUALS PROVIDED FOR THE OWNER 1N A BINDER FORMAT. •GROUT UNDER ALL COLUMNS AND BEAM BEARING PLATES.GROUT SHALL NONI-SHRINK,"PROPAK"OR EQUAL. •ALL WALLS AND CEILING TO HAVE ONE COAT PRIMER AND TWO FINISH COATS OF LATEX PAINT.ALL PRIMER AND PAINT SHALL BE •THE CONTRACTOR SHALL SECURE AND THE OWNER SHALL PAY FOR ALL PERMITS,REQUIRED INSPECTIONS,BORINGS,TESTING, •PROVIDE LOOSE LINTELS AS REQUIRED FOR OPENINGS IN MASONRY WALLS ANE)PARTITIONS. BENJAMIN MOORE UNLESS OTHERWISE NOTED.VERIFY COLORS WITH OWNERS. UTILITY CONNECTION FEES,RELATED FEES OR CHARGES,FINAL SURVEY(AS BUILT)AND THE CERTIFICATE OF OCCUPANCY •PROVIDE HOLES iN SHOP FOR BOLTED BLOCKING,PIPE PENETRATIONS,ETC.DETAILS SHALL BE SHOWN ON SHOP DRAWINGS FOR •BATHROOM WALLS AND CEILINGS TO BE SEMI-GLOSS PAINT.ALL OTHER ROOMS TO BE LOW-LUSTER UNLESS OTHERWISE SPECIFIED REVIEW BY ARCHITECT. BY OWNERS. • BEAM WEB STIFFENERS SHALL BE PROVIDED AT POINTS OF REACTIONS. • FINISH COAT OF ALL INTERIOR AND EXTERIOR WOOD TRIM,DOORS,ETC.TO BE BRUSH COAT. •ALL STEEL THAT CONTACTS ACQ PRESSURE TREATED WOOD MUST BE HOT DIPPED GALVINIZED AFTER FABRICATION,Z-MAX(G185) 2).ALLOWANCES OR TYPE 316 STAINLESS STEEL. •ALL FOUNDATION ANCHOR BOLTS SHALL BE 5/8"DIAMETER WITH AN EMBEDNAENT OF 8"MINIMUM.PROVIDE 3"X3"H.D.G. WHERE APPLICABLE:UNIT PRICE,STIPULATED SUM,OR OTHER FORM OF PRICING MAY BE TENDERED BY THE CONTRACTOR IN ORDER SQUARE WASHERS AND NUTS. TO COMPLETE A BID AND SHALL BE CLEARLY INDENTIFIED. •ALL FOUNDATION ANCHOR BOLTS MUST BE HOT DIPPED GALVANIZED AFTER(FABRICATION,Z-MAX(G185)OR TYPE 316 STAINLESS STEEL. DIVISION 10:SPECIALTIES Q•� • UNLESS OTHERWISE NOTED,FOUNDATION ANCHOR BOLTS SHALL BE PLACED 4'"FROM EXTERIOR SIDE OF FOUNDATION WALLS WITH RIGHT ANGLE BEND AWAY FROM EXTERIOR WALL OR DIRECTED ON BOLT. •PROVIDE ALLOWANCES FOR ALL KITCHEN CABINETS,BATH VANITIES.COUNTER TOPS,BUILT-iNS AND FIREPLACE MANTLES •A MINIiMUM OF ONE ANCHOR BOLT SHALL BE PLACED WITHIN 6"TO 12"FRODN ENDS OF MUDSILL PLATES. INCLUDING INSTALLATION. O 3).COORDINATION • ANCHOR BOLTS SHALL BE PLACED WITHIN 6"OF MUDSILL SPLICES.5/8"X 8-1/2" STEEL POWER STUD BOLTS SHALL BE USED WHERE NECSSARY TO MEET SPACE REQUIREMENTS(21 DAYS PAST POUR). Tw THE ARCHITECT IS AVAILABLE TO THE OWNER AND CONTRACTOR FOR CONSULTATION REGARING THE INTENT OF THESE PLANS AND SPECIFICATIONS AND ANY DEVIATION FROM THEM SHALL BE REPORTED TO THE ARCHITECT.FOR CONSIDERATION,IN WRITING DIVISION 11:APPLIANCES PRIOR TO COMMENCEMENT OF THE WORK.FINAL DECISIONS TO ACCEPT NON-CONFORMING WORK OR CHANGES WITH RESPECT 0 TO THESE PLANS AND SPECIFICATIONS SHALL BE THE RESPONSiBIlTY OF THE OWNER. •GENERAL CONTRACTOR TO INCLUDE ALL APPLIANCES AND INSTALLATION AS PER MANUFACTURER'S RECOMMENDATIONS.PROVIDE Q •DO NOT SCALE DRAWINGS,DIMENSIONS GOVERN OVER SCALE.iT 15 THE RESPONSIBILTY OF ALL CONTRACTORS AND/OR THERR ALL WARRANTIES,INVOICES,SPARE PARTS,ETC.TO OWNERS AT COMPLETION OF PROJECT. •~ 0 Z REPRESENTATIVES AND EMPLOYEES TO BRING ALL DESCREPANCIES TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. �{ • UNAUTHORIZED ALTERATION TO THE PLANS AND SPECIFICATIONS MAY BE UNLAWFUL AND MAY INVALIDATE THEM.VERIFY ALL z F' CHANGES WiTH THE ARCHITECT. Q W •PRE-CONSTRUCTION MEETINGS ARE REQUIRED FOR CONTRACTOR AND/OR SUBCONTRACTORS AND ARCHITECT AT SITE BEFORE EACH PHASE OF WORK BEGINS. DIVISION 12:MECHANICAL •CONTRACTOR IS RESPONSIBLE FOR ORDERING MATERIALS AND VERIFYING ALL QUANTITIES. N Q •THESE PLANS AND SPECIFICATIONS ARE AN INSTRUMENT OF SERVICE AND ARE THE THE PROPERTY OF THE ARCHITECT. •NEW BOILER TO BE HIGH EFFICIENCY,90%OR BETTER. d) • PRESSURE-BALANCING VALVES 1N ALL SHOWERS.SCALD GUARD SHOWER CONTROLS ARE REQUIRED. 0 • INSTALL ALL PLUMBING FIXTURES AS SELECTED BY OWNERS. •ALL SEWER LINES,LEADING TO OUTSIDE,SHALL BE OF CAST IRON SOIL PIPE AND FITTINGS SHALL CONFORM TO THE REQUIREMENTS OF CISPI STANDARDS 301,ASTM A888 OR ASTM A74.PIPE AND FITTINGS SHALL BE MARKED WITH THE COLLECTIVE TRADEMARK OF THE CAST IRON SOiL PIPE INSTITUTE OR RECEIVE PRIOR APPROVAL BY A PROFFESSIONAL ENGINEER. •ALL NOTCHING AND BORING TO FOLLOW NEW YORK STATE CONSTRUCTION CODE AND MANUFACTURES SPECIFICATIONS �•�/J (LATEST ISSUE). DIVISION 13:ELECTRICAL ' �1p ,•?` DRA vN N: MH/MS � . SCALE: 114"=1'-0" •ALL ELECTRICAL WORK SHALL MEET OR EXCEED NEW YORK STATE CODE. `n `s r;, v, JOB#: •ALL BREAKERS AT SERVICE PANEL SHALL BE LABELED. " • , • INSTALL COMBINATION SMOKE AND Co DETECTORS AS INDICATED ON PLANS.DETECTORS SHALL BE H (RED "�'? :i;r " '' Febivaly 22,2012 INTERCONNECTED,WITH RECHARGABLE BATTERY BACK UP. ' Y'i SiIEET NUMBER: • INSTALL FIXTURES AS SELECTED BY OWNERS. •ARCHITECT AND OWNER TO WALK THRU WITH BUILDER AND ELECTRICIAN FOR VERIFICATION OF ALL FIXTURES,ETC.PRIOR TO INSTALLATION. REVISIONS -l[ := - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - —-- -- r r Ln T•1 Co W _..____ —m____ --- _ �«____..___....—___._.zTmaw—..._-max_.-•__'-_—___ -14 �� ''.:� �I aJ � � !V �, j, CN HI I -I _ TLr l I i ♦ 1 iLm 1 i ---I'--- 00 -i r - - T_ W w NORTH ELEVATION SCALE: 1/4" = 1' (� I Q d � x - - - - - - - - - - - - - - - - - - - - - - -,C-_llr-7C 00 OZ cr -- Z Q W Ll _p T { t . O T ; _ ---_; ct ' E�rl_ 3 I hkil I - Tom-` 1-- i_r;-_� j `::1r'..v—. �it � , ; ;�t�•r, 't`*, x ,�s'. _iT. 1` T �fi�l pY, 4r s ' 'r DRAWN: MH/MS i_: _.1_� { t. ;3 �.. gx, K a".A SCALE: 114"-1'-0" JOB 4: } March 12,2012 SHEET NUMBER: WEST ELEVATION SCALE: 1/4" = 1' .aX k F 'Y DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION$EFORE GOMMES10ENG WORK.CONTRACTOR SHAL1.VERIFY ALL GENERAL GGNTRAGTOR TO GGORDINATE MEETING IU1TH DU7NER5 FOR APPROVAL Cr-ALL GENERAL CONTRACTOR SHALL HE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPEGTlONS NER PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN tONTRACTOR SHALL NOTIFY ARCHITECT IT AF, D SG MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMEN90NS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND ME CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENC EMEN7 OR CONTINUATION OF WORK ROUGH ELECTRIC,PLt1MBiNG,AND NVAC PRICK TO INSl1LATiNCs AND SHEETROGKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OW REVISIONS — — —----------- -------- �_... --..._._ i IL 1 7171- -- -- _- ----- -- _--------- ter/ �� ,�;. I ii� 4' ' - j ! 1- L —y N -'-rL-_J j -'--�'--'-;-L' _.-1-.-� I �•, V �' � m }; IS _1� L� j1 .1 �_.� _i.�_�---�I �---t--I-�}--,1.,...1 _,_�--_�-�-�A- I - 1,_ — ,�171 1 Y TiV T- `1 -Tji -_ - I r E 14 L; z --7 114co g g 1= f,71 ' -T i �l._.Lr_�.1--- - 1t- ji_ 1 c� : I J� -- I- .- t r1, LL Ln SOUTH ELEVATION o W SCALE: 1/4" x - - - - - - - - - - - - - - - - - - - - - - - - -- w C o I r T� i II >7- 1 i I 1 CJ� 1 1 i x —T �- - -iT-- - r r,, r- 1 - ,— _.T_ —�--�'— r— a r-r I L � Qw O - - - - ! I IT �� l� I T - - i 0 rn T {mot L y w M r--T._1-Ir-1._ .T- J_ s a J...T.��.A..j I \ _ ♦i. tli _ DRAWN: MH/MS i,___I _.L_.5.-� SCALE: I/4"=1-0n JOB#: 41, March 12.,2012 EAST ELEVATION �.. .� _,;��r�.; a��^ SHEET NUMBER: � ` SCALE: 1/4" = 1' N THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELb CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK.CONTRACTOR SHA'u-VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING 1U1TH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIFSLE FOR ALL BUILDING DEPARTMENT INSPECTIONS 4AtNTERTOPRtMf AND PAINT AIIDOOREDGESTOMAINTAIN CONTRACTORSHALlNOT1FYARCHtTECTOf ANY DISCREPANCIES BETWEEN ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C o+O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT DR CONTINUATION OF WORK. REVISIONS A f 18'-10" 5'-8" 5,-6„ ----------- 4 ,De• c ' °4 + '0 i O• , • 0 I i ♦v •A ' V o i cv OUTDOOR SHOWER TO VERIFY ENS(BILC DOOR 8f—q-" � p•. �•a � w(EXTENSIONS(N HAVE DRAIN,CONNECTED ) FIELD PRIOR TO TO DRAINAGE(TYP.) O ; '°+ POURING WALL --------- ------ - .a cz O 4X4 POST ' w/8"CONC.PIER T BELOW GRADE ; 4 r^ ,'O 1 U Inrn tY ci ---- ----- ------------------------------------ •r..p..:•. ..prG..r.. r..,y.. li....p.d....r..r..y.. y•O■.,.i. ra .•...e�:,O. :.D■b.r.ti + -' 1 -; 1 4L (2) 11-7/8 M ' ' ' J L- --- ----- �- -- ----- --- - -3 - - w1 , t1 D` 3,- „ 5 p3 �' 10' 0„ - 12'-0" -- zt .a ' a i'• ' UTILITY C m ' 'Q , B 2 _7../8 M co ROOM 4' •G z • CLOSET a iUjlUPlRglll B Y Ej , 1 _ m m - w r• , + •p __ ' (] i '� eVL{ Wit, ' .a J• - - a t .C ',fl, 1�EPLACE, 4A Q 1 O e , NQF)% <l„= I' STONE PATIO OVER I L_-____ I h I t,.a j a u^ �j RCA BASE(COMPACTED) 1rn a �I 2 11_/8MIJ ; a .a ►• O ■ . ' 1 RAIL SYSTEM TO BE IOF SAME SPECIES I ,___-_- .__--_ASWOODFLOORING 11 j� , r 1 r . '• P ►1—� Q • - -- ----------- ----- --- --- - ---- ----� --- -- - - r------------ ---- ---- - - . 1 , 1 ' • � ; 1 1 Io 1 ..0.?4 .' ' .o:�.:�i...pPs. .��.■o:�.:�i,..o!'� .o.�.:�s .rPq.■,.y.�.s��.:�:,..pP4 .d • O ' ' 1 - 1 O -- -- ------------- --------- ---------.--------------------"-''_.---'-""- -"------'--.-----_'-_--- '----_ ' � 44 - - w , 30 —0" 1).110"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT AT 10'-0'_ UTILITY ROOM: EXTERIOR OF FOUNDATIONS ARE TO BE DAMPPROOFED AS PER N.Y.S. RESIDENTIAL CODE WITH A BITUMINOUS COATING.TOP TO BE NOTCHED 1).INSTALL GAS FURNACE.FURNACE TO HAVE DIRECT VENT O FOR FINISHED FLOOR TO BE FLUSH WITH TOP OF FOUNDATION.MASON TO REVIEW WITH CONTRACTOR PRIOR TO BUILDING WALLS TO VERIFY 2),WALLS TO BE FRAMED w/2X4 STUDS @ 16"OC.BOTTOM PLATE rl STONE PATIO OVER , CUTS.(SEE CROSS SECTIONS) TO BE ACQ AND FASTENED TO CONCRETE. ` RCA BASE(COMPACTED) 1 ' 1 ; 2).(FOUNDATION TO HAVE 24"X12"CONCRETE(2X4)KEYWAY FOOTING. FOOTINGS 3)- WALLS AND CEILING TO HAVE 5/8"TYPE-X FIRE RATED GYPSUM f__ __ - --• TO HAVE 3 #5 CONTINUOUS RE-BAR-ALL FOOTINGS TO REST ON BOARD,SCREWED,TAPPED AND SPACKLED.WALLS AND CEILING TO UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). BE PRIMED_PAINT CEILING w/2 COATS OF BEN.MOORE PAINT- ^� ��.,, 1 W/ 4. DOOR TO BE 45 MINUTE FIRE RATED STEEL.JAMB FOR DOOR TO BE (/] 1 / 1 3).(EXTERIOR OF FOUNDATION TO BE INSULATED WITH 2-3/8' THICK Rl0 ) __1 ---------------------------------------------------------------------------- -- \WARM-IN-DPIINSULATION BOARDS. STEEL AND HINGES TO BE SELF-CLOSING.DOOR TO HAVE SELF-CLOSING 28 "—� VENT. 4).(BASEMENT SLAB IS TO HAVE RADIANT HEAT.INSTALL Emil.POLY AND 2"THICK O IRIO T&G DOW BOARD UNDER SLAB. 5).FLOOR TO BE UNFINISHED.PROVIDE DRAIN. z 5). (FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. (INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING )WALLS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE Q } A ` THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL •�..1 C) Z SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO ��•••ij WORE THAN 16 FEET. +"j z z uj 6).]PROVIDE 2X4 ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATES Q R ,ARE TO BE INSTALLED OVER COP-R TEX TERMITE SHIELD AND FOAM OR Q 0 (FIBERGLASS SILL GASKET. CN FOUNDATION PLAN i i 7).(PROVIDE 5/8'DIA.ANCHOR BOLTS AT T-O"O.C.AND W/1 I'-O"OF CORNERS, O SCALE. i`411 — 1� IINTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A �f — (MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT ARE TO •r"{ ]BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT- 8).'DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE,PROVIDE✓ S ]BLOCKING AT 8'-0"O.C.AND MIDSPAN. # E PROJECT NORTH DRAWN: MH/MS N " SCALE: 1/4"=1'-0" JOB#E: a r> March 02,2012 SHEET NUMBER: TRA R SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS.THE SPECIFICATIONS,AND THE FI£I.D COSSDSSIONS,AND SHALL REMEST CLA0.iFICAT40N BEFORE COMMEWING WORK.CONTRACTOR SHMI-VERIFY ALL. GENERAL CONTRACTOR TO COORDINATE MEETING UflTH OV. =_RS FOR APPROVAL Cr-ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUIL.DYNG DEPARTM T N3SPECTIONS PAINTER TO PRI4.AE ASdD PAINT 0.5L DOOR EDGES TO MAINTAIN CON CTO MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUI`ISING,AND HVAG PRIOR TO INSULATING AMC)SHEETROCKING AND SHALL SECURE:THE C of O PRIOR TO RECEIVING FINAL PAYMIENT OH OW _ REVISIONS j ;(rjj. ' � I fp3l::+` �'+� a D a f 30'-0" UU INT. NORTH ELEVATION 3'-6" 3'-6" 70, OUTDOOR SHOWER t -n O BILCO C-DOOR I t t w/EXTENSION I" �''"" U Ln t t I. I;aa m (V.I.F.) 10' TW3046 I t TW3046 +' 1 (2)1-3/4X16 ML GIRDER - - o- \ O , "�� I i ! f 112 BATH N Ln N 1 to s r r o I INT. SOUTH ELEVATION CO (O 2'-6" E ,.`___-' _.�J_ i j ,IICA1)- _� ___ L._.___...._' 5'_1„4,. 9'—21/2" I I '` 5 LL r FLUSH '�/r;/ I ---'- - Co^; HEARTH ,.-/ I -- \.. -��- l I PAVI LI ON� ,in xa. -- --- O ' '' I ! I"'` CATHEDRAL tEiLING w POOL HOUSE f'' ,' :j NEA TH I _--- EXP.JOINT \� _ ---—-r�----—, --- r I D Lu (2)117/8 M (TYPICAL)] v , v f ` ■I.—__ I. N i0 I a I t-- —=) —�— —a — �-- — INT. WEST ELEVATION I _ a 14 —33/4 M ¢ —33/4 —}_-.I...' �- ) __ \ /i (2)9 i/2 ML w/3/4"STEEL PIT. R. 9-1 ML w 3/4"STEEL PLT.HDR. -----'-"- — - -'-- - -ti-- r ,� .L.'i"�": �E..�.-.+�-'r "'�-'-' n -n i—(2)1-3/4X16 ML GIRDER { - ", :' (G44-310 6/8 LT.2VPa{�vtAT H�r1 US ) O44!3/QX6/89LT12�1P.(MAT HHOJISL) , r` ='=s r yv/COUNiRY$I E#55 C1DC S1 ORM DOOR i wJ UNYSIbE�# 5 CDC STbRM DO�R ` SLAB UNDER BLUESTONf TO BE 4"THICK.3000psi CONCRETE ON COMPACTED FILL.REINFORCE ® e=? J + + 1 ,�. i e .-- 1 j _ p 1 1l I i SLAB w/WMM(TYPICAL).INSTALL 1/2'EXPANSION t JOINT MATERIAL WHERE SLAB MEETS ADJOINING �o' ! t —' ' i 3O'—fl j' ! { ' I WALLS,FIREPLACE AND COLUMN PIERS INSTALL I-- —+ CONTROL JOINT IN CENTER AS SHOWN. e- - �- - _ , _- - -- ,----- _ I y ® D = D < � .^ J �I ✓— � i _'� � I i -._, � - �-- j _J�_`` ��____ > � - --i--fig � e ' ' --r— ' COVERED PORCH I 14 t4FG Lim i 14X 4 FG COLUMN i c' f t._ ® t v�i/6X6 AZQ POST ti r ACQ .- < �. J w)6X POST 1 1 � �.� � ttat_ � it_1 t•'�Yt•I B t� t. �� � itatytt• � v to it_ i 1 � t•� � �� 1 t� 1 (4)1-,ItJX15 tL C.IRDER� INT. EAST ELEVATION Q 30'-0" 1).PLATE HEIGHT AT 8'-0'.FLOOR FLUSH WITH TOP OF CONCRETE WALL; 7).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE Q } WALL FRAMING TO BE BUILT OVER STEM WALL.WALL SHOE PLATE TO BE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING ' �� O Z 2X6 ACQ OVER TERMITE SHIELD AND SILL SEAL. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. �••I Q' H 2).PROVIDE 5/8"DIA.ANCHOR BOLTS AT T-0"O.C.AND W/1 1'-0"OF CORNERS, 8).COPPER DRIPCAP OVER OPENING TRIM(TYPICAL). z Z INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A r ¢ W MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT ARE 9).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 F� 1ST. FLOOR PLAN TO BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. AND 2X4 WALLS AT R13. Lo ® N • �1 _ 3).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. 10).INSULATE CEILINGS WITH R30 INSULATION. SCALE. 1/4 - 1 4).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. 11).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 518"SHEET ROCK. i •r-1 BATHROOM TO BE MOISTURE RESISTANT GYPSUM. S 5).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE BLOCKING AT 8'-C"O.C.AND MIDSPAN_ 12).PROVIDE SMOKE AND Co DETECTORS PER CODE- INT. SOUTH BATH ELEV. E PROJECT NORTH 6).PROVIDE 3-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS 13).STONE PAVERS,AS SELECTED BY OWNERS,TO BE INSTALLED OF CRUSHED OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS RCA BASE ON COMPACTED SOIL(TYP.) N ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR MiCROLAM HEADERS. '�� 1,� `. DRAWN: MH/MS F4 �P SCALF,: 1/4"=1'-0" JOB#: 7. March 13,2012 SHEET NUMBER: PAINTER TO PRIS�hE AND PAINT Al i.DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT Of ANY DISCREPANCIE5 BETWEEN THE DRAWINGS,THE SPECIFICATIONS.AND THE FlfiD CONDITIONS,AND SHALL REQUEST CLARIFCATION BEFORE COMMENCING WORK.CONTRACTOR SHALL VERIFY ALL GENERAL GCNITRAGTOR Tb COORDINATE MEETING WITH O'S111ER5 FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL EjE RESPONSIBLE FOR ALL Ht11LDYNG DEPARTME-NT fNSPEGT10N5 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBfNG.AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C or 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS, REVISIONS f- --- a ------- - --------- -------------- ---- ---- INT. SOUTH ELEVATION n N A 3- 30'-0" 11'-23/.>" 10 11 7'-101/4," in 3'-0" 4'-11" 3'-0„ Ci O y +' oo 10 AW251 AW251 3'-3'PLT.HIT. T-3"PLT.HT. ------- ---- �+ 8'-0"PLT.HT.(DORMER) ------- ----------------a co 5'-9 1/2"PLT-HT. `�sit _,iry,, 6'0" ------- -------------------l't ,n` + . 1 O , ---� - ' ' ul B ---------------'-------- ,,, � , 1 -- - - p 111 t 1 ill , T -_--- 111 ♦ , 1 1 1 , FINISHED LOFT O o Iil_____-_-__;�♦-(NON HABITABLE) I ______ w All ♦.• , ��' 11 r�..�L�.�ki CC ; ill l w -- - -- a c- 111 �' t III ' z H , 14'-53/4 ---- - 14'-33/4" a J ill � I ♦ 1 111 ------- 111 ♦ 1 ,I1 ' _ � _____ � 111 I O � ' 111 ;________________.._-_-.. ; - - , III I' 1 111 Q 1 , il{ ♦ 1 111 ' 1 , 111 ♦♦ ; ;ji ____ + 1 ♦111 1 111 ' ♦, 111 ' 111 i �'�} 5'4 i/2"PLT.HT. 5'-4 U2"PLT..HT. ----- ---- ----+� l u 111 , 1 nl sit PLT.HT.(DORMER) + -------------------x------________---- 1 + 3'3"PLT.HT. AW251 AW251 AW251 3'-3"PLT. HT. ' III 111 ' �,_O„ 111 ' 1 1).CEILING HEIGHT AT 8'-0". + n' 10 nl ' 14'-0" 8'-011 11 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#{2 STUDS AT 16"O.C.. + off ,,, +It ' 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. 30'-0" 111 ' I11 ' 4}.PROVIDE 3-2X6 flF#t2 FIEADERS OVER ALL OPENINGS UPdLESS OTHERWISE NOTED. 1 III III 1 I11 111 1 I 111 Iil + O 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE 1 111 111 + M APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 1 1^ _______.________.�.� 1 HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. + ----------------------------------------------- ----------- -----------_-------------- 6).COPPER ORIPCAP OVER h� � ' OPENING TRIM(TYPICAL). ' A r, -- --------- ------------------------------------------ 7).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEET ROCK.BATH .r.,{ � z eNTO BE MOISTURE RESISTANT .�2i� D. FLOOR PLAID a WPROJECT NORTH „ - �SCALE, 1/4 - 1 Q N 0 1, ate" �yy �'� ' ,.�5��• c q " . �.. + 4 DRAWN: MH/MS . . ' R SCALE: 1I4"=1'-0" JOB#: i xzf ,..1 March 02,2012 SHEET NUMBER: Im . A-5 RAL rIESI SdSHEDRAYJV�SGS,THESPECIFICATtOC15.ANDTHEFIELDCOPd41T10Pt5,ANDSHALLREQlS£STCLARIE5CAT50NSEFOR£COMPdENCtNGWORK. CONTRACTORSHAII.VERtTYALL ROUGNAELEGTR ELECTRIC, D LANC7 HtVAG RIORNTOUINSULATING AN SHpEET'QOG'KINCiF ALL A p`SHALGSE}C�URETOE G of O�PRIORpTONRfECEIVINNG FINAL PAYMENT FRO t OWNERS. 4h541TER TO PRIME ASdd 4A4S3T ALL DOOR EDGES TO MAINTA4N COSSTRPICTOR SHALL 410TtFY ARCHITECT OE PINY DISCREPANCIES SE'SW£E MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS.AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMbiIENCEMENT OR CONTINUATION OF WORK �' REVISIONS A 1. Sr - _ -..-- - --------------------- - - -- - --- - ---- ---- ---- ...... - O O 1 - -----_----_-._.__--_-.___.-__---_ -- . 1 I ! 1 1 ( t 12 5.1 i I 12 +l- cx B 12 > " B r , ff � 1 H : 12 -r 1-3/4X14 ML RIDGE M 12 (, ~ Lu N C m m FE ti Y J C i i i i t V I Lf] ti py I � � y{ 5 4 5 5 C.1 R` U M 1 V I 12 , 1 I I I V },� _ _ ______ i 1 1 3 1 V _ 12 t I � /2X70 RR 0.16"O I 3 f I ! I 1 1 1 { 1). INSTALL 2X6 DF#2 COLLAR TIES AT 4B"O.C.. 1 , II W t ; , ; 2).ALL PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA.GALVlNl2ED �r LAG SCREWS WiTH WASHERS AT EACH RAFTER. 12 Q „ z 3).APPLY 112"THICK FIR CDX SHEATHING OVER ROOF FRAME. Q ' +/- 4j_APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND ' ' DIRECTLY TO THE DECK ALONG EAVES. O , 1 , I 5).USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREASW/ Q - 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. 6).ICE&WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS WITH ROOF AND SiDE WALLS(TYPICAL). 7).DO NOT INSTALL UNDERLAYMENT ON WET-/DAMP PLYWOOD!!!SHEATHING � O - MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. A � UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS Q COMPLETE. -a LZ•, ROOF AN S8).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS.IE� D RO��� n'�K�� USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT O E T ' V LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD.USE 6 NAILS PER SHINGLE.NAILS � GENERAL: SCALE. 1/4" = i 1 i N CUTTING INTO SHINGLE SURFA ERE TO BE FLUSH WITH SHINGLES BUT NOT DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A SIGNIFICANT RISK FOR BASEMENT SEEPAGE OR FLOODING,CAUSE SURFICIAL FLOODING OF GROUNDWATER,OR INTERFERE WITH THE OPERATION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES. DRY WELLS MUST BE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION STORM WATER MANAGEMENT DETAILS WILL N07 COMPACT THE SOILS BELOW THE DRY WELL.FINALLY,A DRY WELL SHOULD BE PROTECTED BY EASEMENT,DEED RESTRICTION,ORDINANCE.OR OTHER LEGAL MEASURES THAT PREVENT ITS NEGLECT,ADVERSE ALTERATION.AND REMOVAL. O THE BOTTOM OF THE DRY WELL MUST BE AT LEAST 2 FEET ABOVE SEASONAL HIGH WATER TABLE OR BEDROCK AND BE AS LEVEL AS POSSIBLE TO UNIFOSWILY N.T.S. DISTRIBUTE RUNOFF INFILTRATION OVER SUBGRADE SOILS. CONSTRUCTION: Llj=R DOWNSPOUTS DRAIN PIPE FOR DRY WELLS,PROTECTION OF THE SUBGRADE SOILS FROM COMPACTION BY + GUTTER SIZE ROOF AREA ROOF AREA DIAMETER OF ROOF AREA ROOF AREA DRAIN PIPE 1/8,SLOPE GPM 1/4"SLOPE GPM �I Q CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL (INCH) 9 1/16"SLOPE 0 1/8-SLOPE LEADER(IN) SQ.FT. GPM DIAMETER ( Q } 3 340 48D 2 }D88 46 3 164$ 68 2320 96 PRIOR TO ITS CONSTRUCTION,THE AREA TO BE USED FOR THE DRY WELL SHOULD BE •�� CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STOCKPILED MATERIALS O z FROM COMPACTING THE SUBGRADE SOILS.DURING DRY WELL CONSTRUCTION, 4 720 1020 2-1/2 1974 82 4 3760 156 5300 220 iY PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUBGRADE SOIL COMPACTION AND SEDIMENT CONTAMINATION.ALL EXCAVATION SHOULD BE PERFORMED WITH THE 5 1250 1760 3 3220 134 S 6690 278 9440 392 Z z LIGHTEST PRACTICAL EXCAVATION EQUIPMENT.ALL EXCAVATION EQUIPMENT SHOULD / OGEE GUTTER -STANDARD 5" 6 1920 2720 4 6920 288 6 1D70D 444 15100 628 Q W BE PLACED OUTSIDE THE LIMITS OF THE DRY WELL NOTES: TO HELP PWEVENT SUBGRADE SOIL CONTAMINATION AND CLOGGING BY SEDIMENT, r\DRY WELL CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION 1).EXECUTION- O SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY A).DO NOT BEGIN INSTALLATION UNTIIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. Cat TEMPORARILY OR PERMANENTLY DRAIN TO THE DRY WELL ARE STABILIZED,THIS O Cn DELAYED CONSTRUCTION EMPHASIS THE NEED,AS DESCRIBED ABOVE,TO CORDON 2).PREPARATION: OFF THE DRY WEII.AREA(S)TO PREVENT COMPACTION BY CONSTRUCTION EQUIPMENT A).CLEAN SURFACE THOROUGHLY MOIR TO INSTALLATION. AND MATERIAL STORAGE DURING OTHER SITE CONSTRUCTION ACTIVITIES.SIMILARLY. B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ROOF AREA: 1312 SQ. FT. USE OF THE DRY WELL AS A SEDIMENT BASIN t5 STRONGLY DISCOURAGED.WHERE ACHIEVING THE BEST RESULTS FOR:THE SUBSTRATE UNDER THE PROJECT CONDITIONS. •�•.� UNAVOIDABLE.EXCAVATION FOR THE SEDIMENT BASIN SHOULD BE A MINIMUM OF C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR 2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM. METALS WITH PROTECTNE BACKING PAINT. r n ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE AT 100°/D WATER RUNOFF: 220 CU. FT. ' SUBGRADE SOILS AT THE DRY WELL BOTTOM,WHICH SHOULD BE ESTABLISHED ONLY 3.INSTALLATION- ATTER CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE ARE IS COMPLETED AND A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. ct DRAINAGE AREA STABILIZED. 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 4V OF RUN. IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA IS 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. ' e a DRY WELLS TO BE 10'MIN. ,,. , ' STABILIZED,DIVERSION PIPING OR OTHER SUITABLE MEASURES SHOULD BE a).COPPER/LEAD:FLASH AND SCN.DER GUTTERS TO DOWNSPOUTS AND A, -„• a,,l1t' k INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND AWAY FROM HOUSE ACCESSORIES . SEDIMENT AWAY FROM THE DRY WELL THESE DIVERSION MEASURES SHOULD NOT 8).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT �/ �+ 8 E REMOVED UNTIL ALL CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE AREA (� CONNECTORS. PROVIDE (1) 8' DIA. X6' DEEP DRYWELLS DRAWN: MH/MS IS COMPLETED AND THE DRAINAGE AREA STABIUZED. t OO O 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL STONE FILL AGGREGATE SHOULD BE PLACED IN I IFTS AND COMPACTED USING PLATE O O CONNECTION WATERTIGHT. tS l I '' "'t SCALE: 1I4"=F-0" COMPACTORS.A MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES IS RECOMMENDED. O O ,,a,�. -+ 1 #S: 4},PROTECTION: . JOB� d„;�1;: 'n , PRETREATMENT: A).PROTECT INSTALLED PRODUCTS UNITIL COMPLETION OF PROJECT. AS WITH ALL OTHER BEST MANAGEMENT PRACTICES,PRETREATMENT CAN EXTEND THE .ai^' March 12,2012 B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIALt FUNCTIONAL LIFE OF A DRY WELL.WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF COMPLETION. SHEET NUMBER: RUNOFF POLLUTION,ROOFS CAN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND DRYWELLS CAPACITY: 253.5 CU. FT. ° „�!•",..,,.�:v;:� S ORGANIC MATTER AND,DURING SITE CONSTRUCTION,SEDIMENT AND DEBRIS. •''*,e-tS• '' ,fk?•` ,vr'�3?',,,rr i,IEREFORE,ROOF GUTTER GUARDS AND/OR SUMPS OR TRAPS(EQUIPPED WITH ' CLEAN-OUTS)IN CONDUITS TO A DRY WELL SHOULD BE INCLUDED WHEREVER PRACTICAL TO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES THAT CAN ENTER THE DRY WELT. PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK.CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL B£RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECT10Ns A-6 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS ATJO8 SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMBING,AND FIVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C cf 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS A _———______—————______———_,—_ ___ ______________________ _____i __.__________._. ______._., 1 Ir— —--— ———.—--——————.- —————-- ———————— --_ _ _---_—— - i 12 \ i 111 , 1 B.l(% t 1 12 , , , 12 B I i 12 g I ! 11 I f j J 9 �<0 : C C) H oe 12 0 1-3/4X14 ML RIDGE M 1-3/4X11- 8 ML RIDGE 12 ^I I N 1\ E (� Ln m Pn � m - Z as U N V Qa py ` 12 C) -- -----'- --- --- -- --- ------ --, ! 12 JQ s M V i i I V I I i I try I I a1. U H I I ! , 12 , , I , •'III _-`2X10PP0.1A"0c ---- - ------------ -�/� „ - - ---------- ----- - - --- - --- --- + o , — , r , I 1)_INSTALL 2X6 DF#2 COLLAR TIES AT 48"O_C.. Z 2).ALL PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA.GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. W 3).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. +f- z 4).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND V 1 Q DIRECTLY TO THE DECK ALONG EAVES. I I 5).USE 30#FELTUNDERLAYMENTWITH ASPHALT ROOFING.INAREASW/ 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. (.., 6).ICE&WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS d WITH ROOF AND SIDE WALLS(TYPICAL). 7).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. o UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE O C/] WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS COMPLETE. ROOFS L/ lN eN 8).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. PROJECT NORTH USE GALVANIZED(ZINC COATED)ROOFING NAILS,11 -12 GAUGE WITH AT w i i LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. 0 SCALE. 1`4�� = l� USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT C CUTTING INTO SWNC,LE SURFACE. GENERAL DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A •• SIGNIFICANT RISK FOR BASEMENT SEEPAGE OR FLOODING,CAUSE SURFICIAL FLOODING OF GROUNDWATER,OR INTERFERE WITH THE OPERATION OF SUBSURFACE WJ SEWAGE DISPOSAL AND OTHER SUBSURFACE STRUCTURES. STORM WATER MANAGEMENT DETAILS DRY WELLS MUST BEE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION WILL NOT COMPACT THE SOILS BELOW THE DRY WELL.FINALLY,A DRY WELL SHOULD BE PROTECTED BY EASEMENT,DEED RESTRICTION,ORDINANCE,OR OTHER O LEGAL MEASURES THAT PREVENT ITS NEGLECT,ADVERSE ALTERATION,AND REMOVAL THE BOTTOM OF THE DRY WELL MUST BE AT LEAST 2 FEE(ABOVE SEASONAL HIGH • •S. WER TABLE OR BEDROCK AND BE AS LEVEL AS POSSIBLE TO UNIE01LOAVY AT DISTRIBUTE RUNOFF INFILTRATION OVER SUBGRADE SOILS. _ GUTTERS DOWNSPOUTS DRAIN PIP coNsrRucrloN: E FOR DRY WELLS.PROTECTION OF THE SUBGRADE SOILS FROM COMPACTION BY GUTTER SIZE ROOF AREA ROOF AREA DIAMETER OF ROOF AREA ROOF AREA DRAIN PIPE l/8'SLOPE GPM 1/4"SLOPE GPM Q CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL (INCH) �!1/16"SLOPE 1/8"SLOPE LEADER(IN) SQ.FT. GPM DIAMETER PRIOR TO ITS CONSTRUCTION,THE AREA TO BE USED FOR THE DRY WELL SHOULD BE 3 3413 490 2 IOBB 46 3 1644 68 2320 96 •r� O z CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STOCKPILED MATERIALS FROM COMPACTING THE SUBGRADE SOILS.DURING DRY WELL CONSTRUCTION, 4 720 1020 2-1/2 1974 82 4. 3760 156 5300 220 PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUBGRADE SOIL COMPACTION 5 7250 1760 3 3220 134 S bb80 278 9440 392 �{ _Z AND SEDIMENT CONTAMINAI ION.ALL EXCAVATION SHOULD BE PERFORMED WITH THE 11 6 1920 2720 4 6920 288 6 f070D 444 1510D 62B LIGHTEST PRACTICAL EXCAVATION EQUIPMENT.ALL EXCAVATION EQUIPMENT SHOULD / OGEE GUTTER-STANDARD 5 ��• Q Ll.l BE PLACED OUTSIDE THE UMITS OF THE DRY WELL. NOTES: TO HELP PREVENT SUBGRADE SOR C041TMANKMON AND CLOGGING BY SEDIMENT, DRY WELL CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION 1).EXECUTION: LO O SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. CV TEMPORARILY OR PERMANENTLY DRAIN TO THE DRY WELL ARE STABILIZED.THIS O DELAYED CONSTRUCTION EMPHASIS THE NEED,AS DESCRIBED ABOVE,TO CORDON 2).PREPARATION: OFF THE DRY WELL AREA(S)TO PREVENT COMPACTION BY CONSTRUCTION EQUIPMENT A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. r"II AND MATERIAL STORAGE DURING OTHER SITE CONSTRUCTION ACTIVITIES.SIMILARLY, 8). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ROOF AREA: 1312 SQ. FT. i�+l USE OF THE DRY WELL AS A SEDIMENT BASIN IS STRONGLY DISCOURAGED.WHERE ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. •r"`t :UNAVOIDABLE,EXCAVATION FOR .THE SEDIMENT BASIN SHOULD BE A MINIMUM OF C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR .�+YR�� � "'r 2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM. METALS WITH PROTECTIVE BACKIING PAINT. "";�,,.• ACCUMULATED SEDIMENTCAN THEN BEREMOVED WITHOUTDISTURSING THE AT 100% WATER RUNOFF: 220 CU. FT. ,�,y� SUBGRADE SOILS AT THE DRY WELL BOTTOM,WHICH SHOULD BE ESTABLISHED ONLY 3.INSTALLATION: /` +f;. J '` {'�y, ,',"n'{ c` AFTER CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE ARE IS COMPLETED AND A).PERFORM WORK IN ACCORDANCE MVI TH MA HANDBOOK AND THE DRAWINGS. "�,b;} ° • 'C.t P k. ^• DRAINAGE AREA STABIUZED. 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA IS DRY WELLS TO BE 10'MIN. 2)•SHEET METAL JOIN LENGTHS WIRH WATERTIGHT JOINTS. STABILIZED,DIVERSION PIPING OR OTHER SUITABLE MEASURES SHOULD BE a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND AWAY FROM HOUSE ACCESSORIES. SEDIMENT AWAY FROM THE DRY WELL THESE DIVERSION MEASURES SHOULD NOT 8).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT - / ". ,. _„ g / BE REMOVED UNTIL ALL CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE AREA CONNECTORS. PROVIDE (1 8' D IA. X 6' DEEP DRYWELLS ,.� Aw. DRAWN: Mx MS IS COMPLETED AND THE DRAINAGE AREA STABILIZED. * O 31.CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL 'I`} :� ,;" STONE F11 L AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATE Op SCALE: i J�}"-I'-�" O O CONNECTION WATERTIGHT. COMPACTORS.A MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES IS RECOMMENDED_ O O ? �,A�,;•"•;',, JOB#. 4).PROTECTION: PRETREATMENT: A).PROTECT INSTALLED PRODUCTS UMITTL COMPLETION OF PROJECT. February 22,2012 AS WITH ALL OTHER BEST MANAGEMENT PRACTICES,PRETREATMENT CAN EXTEND THE B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL +yytl•� • SHEET 1�'UMI3ER, FUNCTIONAL LIFE OF A DRY WELL WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF COMPLETION. DRYW ELLS CAPACITY: 253.5 CU. FT. RUNOFF POLLUTION,ROOFS CAIN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND - ORGANIC MATTER AND,DURING SITE CONSTRUCTION,SEDIMENT AND DEBRIS- 1 HEREFORE,'HOOF GUTTER GUARDS AND/OR SUMPS OR TRAPS(EQUIPPED WITH CLEAN-OUTS)IN CONDUITS TO A DRY WELL SHOULD BE INCLUDED WHEREVER PRACTICAL TO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES THAT CAN ENTER THE DRY WILL A-6 PAINTER TO PROOF.AND PAINT ALL DOOR EDGES TO MAINTAIN COSITRACTOR SHAH.N011FY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRA WINGS,THE SPECIFICATIONS,AND THE FIELD C011DITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMPAE4yCING WORK.C0i 4TRACTOR SHALL VERIFY ALL GENERAL CON TRACTOR TD COOROMATE MEETING WiTA ODUNSERS FOR APPROVAL Cr-ALL StENSRAL C01S'RACTOR 914ALL HE RESPONSIBLE FOR ALL ESUILDMG D£PARTT 947 iNSPECT10T25 MANUFACTURERS WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUG4 ELECTRIC,PLUMBING,AND NVAC PRIOR TO INSULATING AND SHE'EIROCKING AND SHALL SEOURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS © . . ©© }�4" -y J � r 1 � 1r ! 1 1 � 1r I �1 1-3/4X14 - 11} ML RIDGE IL 2 M16 ESSSTF STA1NIFL J/ n OR GIMN17ED ( ( 7 �R12oc wn zt, ei 2X8 C1 @16"OC ♦, r^ ..- C: .� •� / / 1 1J7"ALA RATED SNFAT1mG I ) ♦ v J U O aJ •'}f j 5I GPAOt PLYW000 _ I ♦ ,}„ � 1 I I I I + I (ALTL''NATIVNE:7/16'0.56.J I I I // T I / 1/2"M4 RAT®SNE4TXING I , ♦ , ♦\ r � � f f 1 i f f GRAOERYWWO ' ` IALTERNATMVE:7/16"O.5.6I , ,♦ ♦ y f f 1 iJ 1 4105T"m cca srEEL OR GALVANIMD f I %1T O M MOOS ¢n -w I // JI) I I I WINDOWSILL TYPICAL WINDOW OPENING o0 3'HALF WALL I ♦' ♦♦ I) /� ' }2 w/CAP I L (LESS THAN 4'-OYV-T OPENING} I � 1I � TYPICAL DOOR OPENING 2X,,pRR +J N (LESS THAN 4'-0X8'-Y'OPENING) @76� N 3 4"SUBFLOOR 2X6 C) 16"OC If 11a/s'TJ1360 11-7 'TJ1360 (4)1-3/4X16 0 Fl @ C 76"O FI(n�16"OC ML61RDEP 0 (2)11-7/8 ML F""1 I ' 1 {{ 1 1 O �- { { t { CD 14X14 FG f / If �,( I '� ' I /f / I I COLUMN f 00 f 1r Ilf I � I f� f .z•« � 4 ` �l_�i I II TERMITEQSH PLATE ELD 6X6 ACQ SILL SEAL 6"STEM WALL i i POST O Q 3/4'SUBROOR BLUE STONE PATIO i i \ 1 I sweATH vc. 11-7/8"TJI360 11-7/8"TJ1360 � O ' r f \` f I t 1 , ! ' A • FJ 16"OC Fl 16"OC i. .. ♦ . .A e, p •. 1 1 I I I 1 r_ 14X14 CONC.•PIER a .• U e,_ p s t4Pu� O 11-7/8 ML ,o (4)#5 VERT.REBAR JJ 1 4 � o•v.� W OFnl / i f I ' I ' / I ' ' ' '• '� 24"X24"X12" STUDS /'I tf I 1 1 •a 2X4(ON FLAT) •e' CONC.FTG- == • STUD WALL •s . ; 10"PC WALL ln *105TA LESSSTEEL Q 1 1 • " • ^, 1 1 1 i I 1 I aa�ueeazEa 1 t t___ s° •° DAMPPPOOF V ( ( I ( ( uOODwta z oc `ti R10 WARM-IN-DRI e=_, o o• INSULATION BOARD IM TS TiM D ASSEMB.IE$ 1 1 t--•� ` EDFA75RIQ5 CpNNERFO , , 1 4•Q 4•Q TOGETHER WRH E55 STEEL _ [x GuwwlwnI7S.Ts w/wasHERs ' 1 t SS.. 3/4"SUBFLOOR OVER s' A*/u OPENINGS ' •� SECTION A-A TYPICAL MULTIPLE OPENINGS SLEEPERS 16"OC "1 1 • S P }�(� (MORE THAN 4'-OXS'0"OPENING) � - -- •-.'- ------------�------------- -- ib i i. s .. a e. .. ♦° '././J •- ----- 2"R10 DOW BOARD RADIANT HEAT) ��e•o;`� SCALE. 1/4" = 1 Q } 4' CONC.SLAB(WITH INSULATION 0 z 24"X12"CONC.FTG- WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL (3)#5 REBAR z Z AS PER TABLE 1609.1.4,N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) Q uJ VJLNDBORiE DEBRIS PROT£CSIOS6 FASTENING S H£IXIL£FOR W)M STRUCPUP AL PANELS WOOD STRUCTURAL PANELS V471H A MINIMUM THICKN£55 OF 7 J15" ^ � O AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO 1^� Lp COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE),THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE- Q� ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION, '"' a Vf•J till rb; �. ct 11 � P'f DRAWN: MH/MS SCALE: 1I4"=1'-0" JOB#: February 22,2012 SHEET NUMBER: PPANTER TO TROAF AND TAINT Alt,,'Doop,EDGES TO mxl5 4TA5N CORBTp,hCTop,SHALL V407iFN ARC%i T ECT OF ANY DISCREPANCIES 6 'EETi THE UPA IMNGS.THE 54ECSFYATIONS.AND THE FIELD COP8DIT10NS,AND SHALL REQUEST Ci mvicAnoN 6EFORE Co'M4dES1LfNG WORK.CofmkxcTOR SHALL VERIFY ALL GENERAL COIN,RAC7 OR 70 GGORDfNATE MM71 NG U IA OWNERS FOR AFPRO'YAL OF ALL GENERAL CON-I ACTOR SHALL BE FGR ALL DEPARTT iE1ST I14BPECTM10145 A-7 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORF, ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROGKING AND SHALL SECURE THE C of'C PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS 1-3/4XI4 ML RIDGE O 2XIO RR @16'OC Q Rip Ap m Q 1p!R A Q q1Q AV? g1p Q 1p Q 19 Ir?4?QV Q It Q IQ 10 1 I-3/4XI4 2X8 CJ @16"OC ML RIDGE MI RIDGE 0 do 00 w.' A 7�W wmg a e � � a � n] 3/4"SUBFLOOR (2)1-3/4XI6 ML GIRDER 11-718'T31360 WOOD-1 FJ @16"OC 4 u 14XI4 FG 2 COLUMN 0 00 6X6 ACQ Ell POST 4 L 2X6 ACQ PLATE TERMITE SHIELD 4 4 bo SILL SEAL 3/4"SUBFLOOR b.% % BL • s ?b I CONCRETE BASE �11-14 CONC.PIER a . '6 11-7/8"TJ1360 WOOD-1 o .,.- " .*v . (4)#5 VERT.REBAR 0 FJ @16-OC 'a.-� 0�t • �.'4. 1 W 4 4 10"PC WALL L) DAMPPROOF 24"X24"XI2" A-6 A CONC.FTG. 0 • 0 CD 2X4(ON FLAT) a . 4.6-6 4 4'61 •STUD WALL . 4 E,; a A *,a 3 4 4Ae• 4 SECTION B -B C 3/4"SUBFLOOP OVER C) gn 1X4 ACQ SLEEPERS 16'OC 0 40 SCALE: 1/4" 1' 0. 0.'t 4 - Tug r 4 4 , • 4 , 44 A;- 4"CONC.SLAB(WITH RADIANT HEAT) t' 24"XI2"CONC.FIG. 2"RIO DOW BOARD INSULATION U w (3)#5 REBAR. rA 3"0 ROOF VENT 5/06 CEDAR CAP -7\ IX3 CEDAR TRIM 11/2 3 1114 4X4 ACQ POST— 0 LAV. W.Cw r) 2X4 HOR. fI 1 3 0 Z BRACING 6--0' IX6 TG&VJ c.0. of CEDAR SDG. 3 z < w BENCH 1114 U-) 0 LAV. C14 LIX4 CEDAR W.G. 13" m 2X4 TRIM F.A-1- C) V-6' @16"OC _IM =1 5/4X41)fC6NG 11111111111 II)IJIM11111 11 2X4 ACQ @16"OC CROSS SECTION C.O. 3 kloiaip'dh�WEB1111!Ow" ct SCALE: 1/2" V-0" COMPACTED STONE BASE (DRAINAGE AS REQ.BY CODE) s "T 4"C.I. 'OVE HOUSE G Sy qm"p RAP % T DRAWN: MH MS 3'-0' T, 1311 DIA SLOPE" 1/4'PER FOOT PITCH T�A] SCAI�F�: 114"=I'-0" CONC PIER JOB 4: PLUMBING SCHE Z'i March 12,2012 '.'I�-I SHEET NUMBER: N.T.S. PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHOAL NOTIFY ARCHITECT Of ANY DISCREPANCIES BETWEEN THE DRAWINGS.THE SPVCIfICAT1ONS.XND THE FIELD CONDIT"S,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK.CON*TRACTOlk SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH CX2N2R9 FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE REST101491BLE FOR ALL IBUILO114G DEPARTMENT INSPECTIONS MANUFACTURERS WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY Or EQUIPMENT AND MATERIALS.AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK, ROUGH ELECTRIC,PLUMBING,AND WVAC:PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C oP 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS, REVISIONS L 1-3/4XI4 ML RIDGE 2XIO RP @16 0 O 2X8 CJ @16"OC 1-314XI4 ML RIDGE Wl O CD 4 n 1-3/4XII-7/8 ML IDGE -I rAMM" • 2X6 I "OC 00 cz N In 4-QjBFLQ P (2)1-3/4XI 6 SVC hl CEMA A IS I s I I (2)1-3/4XI 1RDER ML GIRDE R 11-7/8"TJ1360 WOOD-1 FJ @16"OC 47 U) 14X14 FG 0 c COLUMN I a _; - - . 4 a . 6X6 ACQ 4 POST 2X6 ACQ PLATE 'C ,--TERMITE SHIELD 4 '0• 4 SILL SEAL 10.4 -a 3/4"SUBFLOOP '6 BLUE STO r V SbCEVC Elm % 4 4 4'0* a 4..114)X]4 CONC.PIER 12 CONCRETE BAF (4 11-7/8"TJ1360 WOOD-1 0 - & .'.. g' . #5 VERT.REBAP Fl @16"OC 0. � 4�.t 0 1.-0. 4 4 43 . - .A-a A a 10"PC WALL DAMPPROOF 4 ll� 4 19 24"X24"XI2" CONC.FTG. 4 4 4 CD 2X4(ON FLAT) a A.6 A a A STUD WALL " .%0. .b'eo' A- -t 0 4 4 I SECTIOPM B—B 1 a3/4"SUB FLOOR OVER • IX4 ACQ SLEEPERS 16-OC it' SCALE: 1/4" = l' C 7779 T.7 .0 4 4 C) 4"CONC.SLAB(WITH RADIANT HEAT) A;' 24"X12"CONC.FTC. 2"P10 DOW BOARD INSULATION (3)#5 REBAR 3"O ROOF VENT 5/4X6 CEDAR CAP IX3 CEDAR TRIM 11/2 O 1114 4X4 ACQ POST— W.C. 2X4 HOR. 3 • 0 Z < >_ L BRACING 6-0" I I�M ` `' /+ j IX6 TG&VJ C.O. CEDAR SDG_ z < Lu :NCvi 1114 1 lr2 A Lp CVLAV. 0 IX4 CEDAR we j 3" 0) P-6" 2X4 TRIM F.A.I. @16"OC 5/4X­Q9CK!ING 3 11JIMIJI)III 2X4 ACQ C016110C CROSS SECTION & blu .......... C.O. ti ct 3 I;'t",, COMPACTED I STON'E BASE SCALE: 1/2" V-0" (DRAINAGE AS REQ.BY CODE) A- 4"C.I. HOUSE T-0 TRAP DRAWN: MH/MS 13'DIA SLOPE" 114"PER FOOT PITCH SCALE: 114'=I'-O" CONC. JOB PIER PLUMBING S C H E February 22,2012SHEET NUMBER: N.T.S. PAMTUk TO Nk%AE XMI)PAIS4TAU_DOOR EDGES TO MJMSATMN. CON"A'crop,SHALL NOTIp?ARCHITECT OV&M NSCR.EP&NCIfS BETWEEN THE mAlm%NGS"v"E SpEcif AND THE v 0_0 AIND SHxLv.REQUEST CLARIfI..ATION BUME COMMENCING W13ply-C13NTRACTCA S"&L;-VERITY ALL GENERAL CONTRACTOR TO CCORDINATS M=11,4G W$TA OWNERS FOR APPRCIVAL OF ALL G-ENERAL C0147,RAC-TOR$F4ALL BE RESPONSIBLE FOR ALL BUILDING 02PARTT1047 fNSPECT10N5A-8 MANUFACTURERS WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS ATJOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMnIN5,AND HVAC PRIOR TO INSULATING AND SHEETROCKING I AND SHALL SEC-LIRE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS- REVISIONS YS ENERGY COMPLIANCE NOTES FOUNDATION: CRAWL SPACE: xi WINDOWS AND DOORS: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION,IF APPLICABLE,MUST BE INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, WINDOW AND DOOR WITH WOOD TRIM: ACCORDING TO THE COMPLIANCE ANALYSIS. ••a L. • 1).INSULATE HEADER UNCONDITIONED BASEMENTS: 2).SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE. ]),INSULATE THE FLOOR ABOVE THE BASEMENT.REFER TO PLANS FOR REQUIRED R-VALUE. 3).SEAL BETWEEN WINDOW/DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS 2).INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOOR. fd,`a G °o u0mofflanc. o°© BEAD OF LOW-EXPANSION FOAM,OR FOAM BACKER ROD AND CAULK. FIBERGLASS 3).INSULATE HEATING PIPES AND AIR DUCTS iN THE BASEMENT. ALONE IS NOT ADEQUATE. 4).SEAL DUCTS IN BASEMENT. 5).SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, WINDOW AND DOOR WITH DRYWALL RETURN: SUCH AS WIRING AND PLUMBING PENETRATIONS,AND WEATHER STRIPPING ON THE 1).CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING. BASEMENT DOOR. 2).DO NOT USE HIGH-EXPANSION FOAM.IT MAY CAUSE BOWING OW OPENING FRAME AND VOID THE WARRANTY. FRAMING: PLUMBING AND ELECTRICAL: SEALING BAND JOISTS DURING CONSTRUCTION: Erergy CMe: 2DI e' York Energy Conse vzi#Ior1 1).CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. D•'l"st ucti-iDn C e SEALING PENETRATIONS: 2).APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBFLOOR OVER. "„ bon: Sll olk County,New York N ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3).CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE- *1e� �w31 ' ti BE SEALED. 4).CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. G=rg a Percert3''-_: 720 (, ti '2 i`j F-7 rn m RECESSED LIGHTS: SEALING BAND JOISTS AFTER FRAMING(ALTERNATE METHOD): RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1).INSERT RiGiD FOAM BLOCKS ON INSIDE OF BATTS iN FLOOR JOISTS,ALONG 4 CONTACT("K"RATED),AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1.3. EXTERIOR PERIMETER,AND FLUSH WITH SILL PLATE. u �� INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE 2).CAULK ALL FOUR SIDES OF FOAM BLOCKS AND JOISTS UNDER FLOOR JOISTS. ?tl.?TLII III�.�� ►?: aemlenAgen1 E 113 0Ta �' C) SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS.THE AIRTIGHTNESS �` STANDARD OF 2.0 CFM,(ASTM E 283).UNITS WITH A LABEL THAT REFERENCES THiS 1ST.FLOOR DECK: r. ASTM STANDARD,MEC OR ECCCNYS MAY BE ACCEPTED.THIS REQUIREMENT CAN ALSO 1).FULL INSULATE JOIST CAVITIES. 2E=Z-5 VAIN ROAD -0-Box ST.3 Le � U , BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2).INSULATION TO BE SUPPORTED WITH WIRE RODS. ofuffa,NY 3&p"�'2 .fe,!4y I19'3 SERVICE WATER BEATING: EXTERIOR OPENING HEADERS- IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER FIRED HOT WATER TANKS,HEAT TRAPS(IF NOT INTEGRAL TO THE WATER HEATER) MATERIAL IS THINNER THAN WALL CAVITY. MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. ALL PiPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT LADDER BLOCKING FOR INTERIOR PARTITION WALLS: HEAT LOSS.GENERALLY,11T OF INSULATION 15 SUFFICIENT FOR PIPES LESS THAN V 1).PROVIDE HORIZONTAL BLOCKING AT 48"O.C.AND AS NEEDED FOR NAILERS. Co 31'L e:1,5 %Bafts'Th $ 'TL1°l':ulk. Your A:3213 IN DIAMETER.CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. 2).FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING. Tto tw Tl.sxi C s mA h-.w r.f2to in tv-%t l it"hOL4fffUtft. 3).PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM. It 26.s W-A z do v'vt LM W env.re b It TUB/SHOWER UNiTS ON EXTERIOR WALLS: 4).TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES. W PROVIDE ADEQUATE AiR BARRIER BEFORE INSTALLING THE UNiT.THiS INCLUDES E� INSULATION AND VAPOR RETARDER AS WELL. CAVITY SEALING ON EXTERIOR WALL: - SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. � �, HEATING-VENTILATION AND AiR-CONDITIONING(HVAC) v 4', aF, EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING: f "r rTl HEAT LOSS CALCULATIONS AND SYSTEM SIZING: 1 A A 71 B I H SUBFLOOR. ,.ta, .u.n Y :,_.-. ..,.. _. .,�_ _ ... .• ,.. ,.> F+� W ).SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUB LOO 1's _.a 1' s1 �k��� ' 65 U HEAT LOSS CALCULATIONS MUST BE DONE iN ACCORDANCE TO ECCCNYS 503.3.1. 2).SEAL SOFFIT AND BAND JOIST WELL ENOUGH TO PREVENT WINDWASHING. P _ H 3).SEAL SUBFLOOR JOISTS WITH ADHESIVE. � HVAC SYSTEM EFFICIENCIES: 4).SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING.THE Z-�w THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. x ECCCNYS 503-2.NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL Do Dr 1:lict'I d 21 (1-230 6 MINIMUM EFFICIENCY STANDARDS. ATTACHED GARAGE: I' �F'ax M 2: Frame, 6'o c 768 19.0 0.0 38 � Z HVAC CONTROLS: 1).IF LIVING SPACE ABOVE,SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE 1�i�d1 I'nw•1:V od f,'i�i°1£':D►l$Ue Par, ref E 30 0-'�0 9 � W CEILING WITH ADHESIVE. CONTROLS MUST BE IN ACCORDANCE WITH ECCCNYS503.3.2 AND 503.3.5.TEMPERATURE '�!i L xw n CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER 2)•SEAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROM cIDS": V 0cd Fr e: L _Pa .e 11�e�h U-v!%-E 1�. 0, 20 4 ® � (FOR HEATING)AND/OR 85 DEGREES(FOR COOLING).THERMOSTATS USED TO CONTROL PIPE AND DUCTS. ID r� 2� 13,E r 3C� � HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE(OF AT 3). SEAL ALL PENETRATIONS THROUGH BLOCKING. Cox 2:asks a LEAST 5 DEGREES)WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER 4).PROVIDE BOTH INTERIOR AND EXTERIOR AiR BARRIER TO THOROUGHLY Gf � 2i SUSPENDED OR REDUCED.SIMILARLY,HUMIDISTATS MUST HAVE THE CAPACITY TO ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS. 1 :"loW Frame,W o 516 ISO 0.0 28 PREVENT ENERGY CONSUMPTION (SUSPEND OPERATION) BETWEEN 30 AND 60%RELATIVE DROPPED SOFFIT ON INTERIOR WALL: �,I�? �, 3- +�+W F(znLv. °I+�S�9`g'1�`�jg" llgA E �5 � � �i h+y >" HUMIDITY.HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR C7 TEMPERATURE. USE PLYWOOD,DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING,CAULK AT $f"I R .11 : $5:1 � - P�^ 27 C D 9 ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN TOP PLATES. �Q 1w 5,i i y }� W ?�,C1 ii yq.l.X 16 z VENTILATION IS NOT REQUIRED.WHEN THE SYSTEM IS SHUT DOWN,AUTOMATIC OR GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED- INTERIORA 0 3 A SOFFIT 1))..SEAALLALL PENETRATIONS EXTERIOR WALL:TIONS THROUGH THE AlR BARRIER. DUCTS AND PIPES: 2).HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE DUCT AND PIPE INSULATION IS REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN FRAMING INTERIOR SOFFITS OR UTILITY CHASES. 00,17717arx-e . 1`e.'�'d�: TME ICd$ "'°1g dsV '1 des Cl'?I"s Is caH",slE`el't."Al�'tI the `(UI`lg paIis, c =1r�`1s,aPd 1r~ ,7 v UNCONDITIONED SPACES,AS INDICATED IN ECCCNYS 5033 3}.SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. .3.FLEX DUCT MUST HAVE cx'wr.0"s sutrr ftelm')S11hp-pe-m-ft appnmto1.The pTopmed WT ig hm bem fe_*gred to mealt t*=10 New Y Erpergy C ss, 0: R-VALUE LABELS ON THE OUTSIDE JACKET(ECCCNYS 102.5.3). KNEE WALL SUPPORTING ROOF: cl'JnsrI., ''". �°reITI]fe1rrp-P- l9 RESctec •Lrt?r;�.'•m.4A_1 2W to=Vy vo#i1 t-s maM1 f.M r=_qjl3efi_?F1':s ILeed In ne Scheck L # f2 � DUCTS AND PiPES IN UNCONDITIONED ATTICS,GARAGES,BASEMENTS AND CRAWLSPACES 1).SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO MUST BE INSULATED,WHENEVER POSSIBLE,MECHANICALS ARE TO BE LOCATED INSIDE ME 'I"51- THE INSULATED ENVELOPE OF THE HOUSE. PREVENT WIND WASHING. IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE 2).IF RAFTERS ARE SUPPORTED BAFFLES ARE TO CONTINUE U UP RAFTERS PAST THE KNEE WALL INTERSECTION. BY WALL PLATE USE INSULATION BAFFLES. M R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. w 3).PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR DUCT SEALING: 1-NSUWAuly TE. DUCT SEALING iS REQUIRED ON ALL LOW-PRESSURE DUCTWORK(ECCCNYS 503.3.4).ALL Q } PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE FULL LOFT: 0Z SEALED.ALL CONNECTIONS AND SEAMS(EXCEPT LONGITUDINAL JOINTS THAT LOCK) INSULATION SHOULD BE FLUFFED TO ITS FULL THICKNESS,NOT COMPRESSED,AND Fr MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. NOT ROUNDED OR SCALLOPED AT EDGES. Z Z TAPES MEETING UL 181A MAY BE USED FOR RiGiD FIBER DUCTS-TAPES MEETING Q LiJ UL 161B MAY BE USED FOR FLEX DUCTS.DUCT TAPE IS NOT ALLOWED FOR DUCT FILL THE CAVITY: y SEALING. . INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS,PLATES,SHEATHING LO AND DRYWALL.IN CEILING AND FLOORS,IT SHOULD BE IN CONTACT WITH THE DRYWALL 04 WRITTEN MATERIALS: OR SUBFLOOR,AND EXTEND ALL THE WAY TO JOISTS ON BOTH SiDES WITHOUT GAPS. O WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT CUT AROUND OBSTACLES: WITH ALL HVAC AND WATER HEATING EQUIPMENT(ECCCNYS 102.3).A LABEL REFERENCE INSULATION SHOULD BE SPILT AROUND WIRES AND SMALL PIPES,•CUT AROUND TO SUCH MATERIAL IS ALSO ACCEPTABLE. ELECTRICAL BOXES,LARGER PIPES AND OTHER OBSTACLES:AND SPLIT OVER CROSS �+; y„ �^ BRIDGING 1N FLOORS.NEVER STUFF INSULATION TO GET 1T TO FIT. ,•. �� d +h Val REDUCEDMOISTURE: ...�...,..,.�...,�_-..•_..,,�...�.�,•�,,..,.,. ._•�....�......�•._.,a..........,..a.m.,...._,,�...�,�,.�...._..,,._<„�_...._.�•�.......�• .,..,_...•..�,....�.,�._...._.�,�. •_..._....w wm!�' � C;�,�._,.. EVERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS.G.C.TO CONFIRM THAT Project Tide: DOCUMENTATION OF R-VALUES: «, THE FAN ACTUALLY WORKS;USE RIGiD OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT 1� -� nr AS POSSIBLE.KITCHEN RANGE HOODS H FACED OR UNPAGED FIBERGLASS BATTS,AND RIGID FOAM INSULATION MUST BE � �;I:1'''�3I"-'tE«������ ,.�,...a.. 'tL�+C�'P'E'I"• +-^-.�Cfi��w�1�.�, S .K C R NG OO S SHOULD BE EXHAUSTED TO OUTDOORS,ESPECIALLY INSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR. 1F THERE iS A GAS RANGE- ACCESS OPENINGS: DRAWN: MH/MS VENTILATION: 5xe ' MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND ATTIC HATCHES,SCUTTLES,PULLDOWN STAIRS,etc.MUST BE INSULATED TO THE >; : . SCALE: 1/4" �, k�w; ��"" �+�.,� SAME R-VALUE AS THE SURROUNDING AREA. THE REQUIREMENTS CONTAINED IN NYS CODES FOR DETERMINING MECHANICAL Ij• JOB#: VENTILATION RATES. *^'^ k,M'"„$' Februa 22,2012 CATHEDRAL CEILINGS: - N:•:.Y . :. KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM - ;::' SHEET NUMBER: WALLLAT INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE 1)_PROVIDE 1"CHANNEL FOR AIR FLOW ABOVE INSULATION,UNDER ROOF SHEATHING. 2}. PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE. lhiNTER TO PRIME AND}h1SST h11.DC>a*,EDGES TO Mh54dTh1N CONTRACTOR SHALL i•iOT4EY ARCHITECT Of PINY Dt501EPANCIES BETWEEN THE DM YJ5NG5.THE SPEtIF5LAT40N5,AND THE FIELD tONDiT1CSN5,AND SHALL REOt3E5T CV.ti1.fKhTtON bEfORE COMMENCING WORK.CONTRACTOR SHALL VERtEI'ALL GENERAL CONTRACTOR TO C.00RD{NATE M£E'fN1G 1U1T1i OUSidET25 FOR ArTROVAL Cr-ALL G=_NERAL GOISTRAGTOR SHALL HE RE`:F'Gt3V8LE FOR ALL DL1LD11SG DEPARTMENT iNSPELT101S5 A-9 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLU"SING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FRO"OWNERS. REVISIONS MAGRINO-DUNNING' HOUSE EXTERIOR MATERIAL FINISHES / DETAILS: HVAC SCHEDULE MAGRINO-DUNNING" HOUSE SIDING SEMI-TRANSPARENT 18"R&RS ZONE: LOCATION: ROOM FINISH SCHEDULE PRESTAINED ZONE 1: sxt!NE CELLAR T� T T R BOARDS-. VERSATEX WHITE 5(4X6 LOCATION: FLOORS: WALLS: CEILING: REMARK: CORNE ZONE 2: EXERCISE AREA FOUNDATION: WINDOW TRIM: VERSATEX WHITE 5/4X4 ITT.FLOOR:POOL HOUSE ZONE 3: TV ROOM EXERCISE AREA VINYL TILE MR GYPSUM BOARD MR GYPSUM BOARD DOOR TRIM: VERSATEX WHITE 5/4X4 1/2 BATH BILCO STAIR FIR TREAD,OPEN RISER CONCRETE MAIN GABLE RAKES: VERSATEX WHITE 1X8 w/iX2 TRIM ZONE$. 11T'.FLOOR:FINISHED LOFT HALF BATH WHITE OAK TREAD, WHITE OAK FLAIL&POST,PAINTED SQ. o 0 STAIRS MR GYPSUM BOARD MR GYPSUM BOARD � Is MAIN GABLE FREEZE: VERSATEX WHITE 5/4X6 Heating,Ventilation and Air-Conditioning(HVAC) PAINTED RISERS _ - _ SPINDLES MAIN ROOF FASCIA: VERSATEX WHITE 1X8 w/IX2 TRIM WINE CELLAR VINYL TILE MR GYPSUM BOARD MR GYPSUM BOARD IX4 T&G CL.CDR.WALLS AND CEILING SHED ROOF FASCIA: VERSATEX WHITE 1X8 w/1X2 TRIM a. Heat loss calculations must be done in accordance to ECCCNYS 503.3.1. UTILITY ROOM PAINTED CONCRETE 5/8"TYPE-X 5/8"TYPE-X FIRE RATED SC DOOR,WITH STEEL JAMB SHEETROCK SHEETROCK AND FIRE SELF-CLOSING VENTS SHED ROOF RAKES: VERSATEX WHITE 1X8 w/1X2 TRIM SHED ROOF FREEZE: VERSATEX WHITE 5/4X6 b. The minimum efficiency requirements for HVAC systems are given in Ecccnys 503.2. Note that code minimums for Is". FLOOR: GUTTERS/LEADERS: HALF ROUND WHITE efficiency follow federal minimum efficiency standards. POOL HOUSE 7-i/2"MARAiS WHITE OAK 518"GYPSUM BOARD 518"GYPSUM BOARD PORCH COLUMNS: HB&G(OR EQUAL) 14X14 FIBERGLASS C. Controls must be in accordance with ecccnyss03-3.2 and 503.3,5.Temperature controls must include the rapacity to STAIR WHITE OAK TREAD, 5/6"GYPSUM BOARD 5/8"GYPSUM BOARD WY -,ITE OAK CAP OVER HALF WALL PAVILION COLUMNS: HB&G(OR EQUAL) 14X14 FIBERGLASS cooling). RISERS N be set to 55 degrees or lower(for healing)and/or$5 degrees (for too Ong).Thermostats used to control heating and HALF BATH TiLE MR GYPSUM BOARD MR GYPSUM BOARD WAINSCOTTING EXTERIOR GIRDERS: VERSATEX(WRAP) Cooling simultaneously must have a temperature range(of at least 5 degrees)within which calls for heating and cooling WHITE OAK 5/8"GYPSUM BOARD 5/8"GYPSUM BOARD ti EXTERIOR PORCH: BLUESTONE are either suspended or reduced.Similarly,humidistat must have the capacity to prevent energy consumption(suspend TV ROOM 7-1/2"MORALS U to = COVERED PORCH BLUE STONE iX6 T&G E&CB AZEK (\j -.7 m m operation)between 30 and 60910 relative humidity.Heat pumps that include auxiliar beaters above a reset outdoor 02 CHIMNEY: BRICK BLUESTONE CAP A ) / p p Y p PAVILION BLUE STONE - IX6 T&G E&CB AZEK m N 7a temperature.All mechanical ventilation systems must have controls to shut down when ventilation is not required. When the system is shut down,automatic or gravity-driven dampers at the points of intake and exhaust must be closed. - N�-- -- -- -- - --- --- ----- --- ------- n 2 . FLOOR: BIDDING COMMENTS: LOFT 7-1f2"MARAIS WHITE OAK 518"GYPSUM BOARD 5/B"GYPSUM BOARD W IT€OAK CAP OVER HALF WALL d. Duct and pipe insulation is required for all HVAC ductwork and pipes n aC PRICE EXTERIOR OPENINGS AS ANDERSEN 400 SERIES.(DOUBLE RUNGS TO BE Unconditioned spaces,as indicated in ECCCNYS 503.3.3.Flex duct must have R-value labels on the outside jacket CLOSET 7-1/2"MARAIS WHITE OAK 5/8"GYPSUM BOARD 518"GYPSUM BOARD T, TILT WASH).WHITE VINYL EXTERIOR,PREFINISHED INTERIOR w/PREFINISHED (ECCCNYS 102.5,3). Ducts and pipes in unconditioned attics,garages,basements and crawlspaces must be insulated.. HALF BATH TILE MR GYPSUM BOARD MR GYPSUM BOARD WAINSCOTTING JAMBS.STANDARD HARDWARE.ALL UNITS TO HAVE SCREENS.ALL LOCKS TO BE LINEN CLOSET TILE MR GYPSUM BOARD MR GYPSUM BOARD Whenever passible,mechanicais are to be located inside the insulated envelope of the house,If heating ducts are KEYED ALIKE.DOORS TO HAVE OAK SADDLE.GRILLES TO BE 1-1(8"WIDE w( Installed In outside walls the installer must provide R-14 rigid insulation between duct and exterior sheathing. MASTER BATH 12Xi2 TILE MR GYPSUM BOARD MR GYPSUM BOARD TILE HALF WALE. A- SPACER BAR,INTERIOR+ EXTERIOR GRILLE.BATHROOM(WHERE APPLICABLE)TO HAVE VINYL JAMBS AND STAINLESS STEEL HARDWARE.REVIEW PLANS FOR WINDOWS REQUIRING TEMPERED GLASS. e. Duct sealing is required on all low-pressure ductwork(ECCCNYS 503.3.4).Ail Portions of stud bays or joist cavities used as ductwork must also be sealed.All connections and seams (except longitudinal joints that lock)Must be sealed EXTERIOR DOORS TO BE BE THERMATRU FIBERGAASS WITH OAK THRESHOLD. with either mastic or fibrous tape embedded in mastic.Tapes meeting ul I Bla may be used for rigid fiber ducts.Tapes DOOR LOCKS AND HINGES TO BE EMTEK. meeting UL 18Ib may be used for flex ducts.Duct tape is not allowed for duct Sealing. GYPSUM DRYWALL NOTES: PAINTING NOTES: INTERIOR TRIM NOTES: � a QUALIFY ASSURANCE: JOINT TREATMENT MATERIALS: JOINT SYSTEM: QUALITY ASSURANCE: EXECUTION: APPLICATION CONTINUED: QUALITY ASSURANCE: 1).INSTALLATION AND APPLICATION OF MATERIALS SHALL BE IN ACCORDANCE WITH I).JOINT TAPE: 1).TAPPING AND FINISHING JOINTS: A.BENCHMARK SAMPLES(MOCUPS):PROVIDE A FULL-COAT BENCHMARK SAIMPLE FOR A).EXAMINE SUBSTRATE,AREAS AND CONDITIONS,WITH APPLICATOR PRESENT,FOR G).SAND LIGHTLY BETWEEN EACH SUCCEEDING ENAMEL OR VARNISH[OAT. 1).COMPLY WITH WORKMANSHIP AND FINISH STANDARD REQUIREMENTS OF THE Q ►.J UNI,ED STATES GYPSUM CONSTRUCTION HANDBOOK(LATEST EDITION). a).ASTM C475 a).TAPPING OR EMBEDDING JOINTS: EACH TYPE OF COATING AND SUBSTRATE REQUIRED.COMPLY WITH PROCEDURES COMPLIANCE WITH REQUIREMENTS FOR PAINT APPLICATION.COMPLY WITH AWL(AMERICAN WOODWORKERS INSTITUTE)QUALITY GRADE SPECIFIED. b).CROSS LAMINATED,TAPERED EDGE,REINFORCED PAPER,OR FIBER GLASS 1).APPLY COMPOUND IN THIN UNIFORM LAYER TO ALL JOINTS AND ANGLES IN PDCA(PAINTING AND DECORATING CONTRACTORS OF AMERICA), PROCEDURES SPECIFIED IN ROCA P4. H).SCHEDULING PAINTING:APPLY FIRST COAT TO SURFACES THAT HAVE BEEN CLEANED, APPLICATION: Y•�+--�t r�� 2).COMPLY WITH FIRE RESISTANCE RATINGS AS INDICATED AND AS REQUIRED BY MESH TAPE RECOMMENDED BY THE MANUFACTURER. TO BE REINFORCED. 1).WALL SURFACES:PROVIDE SAMPLES ON AT LEAST too SQ.FT. 1).PROCEED WITH PAINT APPLICATION ONLY AFTER UNSATISFACTORY CONDITIONS PRLTREATED OR OTHERWISE PREPARED FOR PAINTING AS SOON AS PRACTICABLE AFTER 1).INSTALL THE WORK PLUMB,LEVEL,AND FREE OF DISTORTION.SHIM WHERE •� W Mw�i GOVERNING AUTHORITIES AND CODES 2)APPLY REINFORCING TAPE IMMEDIATELY. 2).SMALL AREAS AND ITEMS:ARCHITECT OR HOMEOWNER WILL DESTGN+ATE HAVE BEEN CORRECTED AND SURFACES RECEIVING PAINT ARE THOROUGHLY DRY. PREPARATION AND BEFORE SUBSEQUENT SURFACE DETERIORATION. REQUIRED,WITH CONCEALED SHIMS. 2).JOINT COMPOUND: 3).CENTER TAPE OVER JOINT,AND SEAL TAPE INTO COMPOUND. ITEMS OR AREA REQUIRED. 2).START OF PAINTING WILL BE CONSTRUED AS APPLICATOR'S ACCEPTANCE OF 1).OMIT PRIMER OVER METAL SURFACES THAT HAVE BEEN SHOP PRIMED AND TOUCH UP v 1}.PROVIDE MATERIAL S,ACCESSORIES AND APPLICATION PROCFDURFS WHICH HAVE a).ASTM C475 4).LEAVE APPROXIMATELY I/64 in.TO 1132 in.COMPOUND UNDER TAPE TO a).ORTAIN ONMERS APPROVAL OF SHEEN FINISH FROM BFNCHMAR.K SAMPLES. SURFACES AND CONDITIONS WITHIN A PARTICULAR AREA. PAINTED. 2).CUT MATERIAL TO FIT UNLESS SPECIFIED TO BE SHL)P-FABRICATED,OR SHOP- BEEN LISTED BY UL OR TESTED ACCORDING TO ASTM C 119 FOR TYPE OF b).READY-MIXED JOINT COMPOUND. PROVIDE BOND. PROJECT CONDITIONS: 2).IF UNDERCOATS,STAINS OR OTHER CONDITIONS SHOW THROUGH FINAL COAT OF CUT TO EXACT SIZE.SCRIBED AND CUT FOR ACCURATE FIT WHERE WORK ABUT5 CONSTRUCTION INDICATED. t).ALL PURPOSE]DINT COMPOUND. 5).APPLY SKIM COAT IMMEDIATELY FOLLOWING TAPE EMBEDMENT BUT NOT A.STORE MATERIALS NOT IN USE IN TIGHTLY COVERED CONTAINERS IN A KNELL- BI•COORDINATION R WORK: PAINT,APPLY ADDITIONAL COATS UNTIL PAINT FILM I5 OF UNIFORM FINISH,COLOR OTHER FINISH WORK,DRILL PILOT HOLES AT CORNERS BEFORE MAKING CUTOUTS. TO FUNCTION AS FILL OR SECOND COAT. 1).REVIEW OTHER SECTIONS M WHICH PRIMERS ARE PROVIDED TO ENSURE AND APPEARANCE. QUALIFICATIONS OF INSTALLERS: INSPECTION: VENTILATED AREA AT A MINIMUM AMBIENT TEMPERATURE OF 45 deg.F.IMAINTAIN F�•"H 6).FOLD TAPE AND EMBED IN ANGLES TO PROVIDE TRUE ANGLE. COMPATIBILITY OF THE TOTAL SYSTEM FOR VARIOUS SUBSTRATES.ON REQUEST, O 1).USE ONLY SKI[LED AND EXPERIENCED GYPSUM DRVWAI L INSTALLERS FOR LAYING A).CHECK FRAMING FOR ACCURATE SPACING AND AI IGNMFNT TO PRODUCE SURFACES STORAGE CONTAINERS IN A CLEAN CONDITION,FREE OF FOREIGN MATERIALS 3E DISTRIBUTE DEFECTS TO THE GREATEST APPEARANCE ADVANTAGE POSSIBLE, UP THE GYPSUM BOARD,FASTENING,TAPPING ABD FASTENING. WITHIN SPECIFIED TOLERANCES. 7).DRY EMBEDDING COAT PRIOR TO APPLICATION OR FILL COAT. AND RESIDUE FURNISH INFORMATION ON CHARACTERISTICS OF FINISH MATERIALS TO ENSURE n.APPLICATION PROCEDURES:APPLY PAINTS AND COATINGS BY BRUSH,ROLLER,SPRAY EXECUTION: b),FILLING: USE OF COMPATIBLE PRIMERS, OR OTHER APPLICATORS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. 1).TRIM AND MOLDINGS:INSTALL IN SINGLE,UNJOINTED LENGTHS AT OPENINGS AND F••z" 1).APPLY JOINT COMPOUND OVER EMBEDDING COAT. 2).HELPERS AND APPRENTICES USED FOR SUCH WORK SHALL BE UNDER FULL AND B).VERIFY THAT SPACING NE INSTALLED FRAMING DOES NOT EXCEED MAXIMUM B.APPLY WATERBORNE PAINTS ONLY WHEN TEMPERATURES of SURFACES LID BE FOR RUNS LESS THAN THE MAXIMUM LUMBER LENGTH AVAILABLE.FOP LONG RUNS, W a).FILL TAPER FLESH WITH SURFACE. Q.NOTIFY ARCHITECT ABOUT ANTICIPATED PROBLEMS WHEN USING THE MATERIALS J),MINIMUM COATING THICKNESS:APPLY PAINT MATERIALS NO THINNER THAN USE ONLY 1 PIECE LESS THAN THE MAXIMUM LENGTH AVAILABLE IN ANY STRAIGHT CONSTANT SUPERVISION AT ALL TIMES RY THOROUGHI Y SKR l FD GYPSUM ALLOWABLE FOR THICKNESS OF DRVNEAII.TO BE USED. PAINTED AND SURROUNDING AIR ARE BETWEEN 5D AND 9B deg F. SPECIFIED OVER SUBSTRATES PRIMED BY OTHERS. MANUFACTURER'S RECOMMENDED SPREADING RATE.PROVIDE TOTAL DRY FILM F+ DRYWALL INSTALLERS. h).APPLY FILL COAT TO COVER TAPE. RUN.STAGGER JOINTS IN ADJACENT MEMBERS.COPE MOLDING AT RETURNS.MITER Lit C).VERIFY THAT FRAMES ARE SET FOR THICKNESS OF DRYWALL INDICATED, c).FEATHER OUT FILL COAT BEYOND TAPE AND PREVIOUS JOINT C.APPLY SOLVENT-THTNNED PAINTS ONLY WHEN TEMPERATURES OF SURFACES TO APPLICATION: THICKNESS OF THE ENTIRE SYSTEM AS RECOMMENDED BY MANUFACTURE. ALL CORNERS. Q 1� COMPOUND LINE. A).COMPLY WITH PRODUCERS SPECIFIED IN POCA P4 FOR INSPECTION AND ACCEPTANCE r.� 3).IN THE ACCEPTANCE OR OF SKILL N INSTALLED DRYWALL,NO ALLOWANCES BE PAINED AND SURROUNDING AIR ARE BETWEEN 45 AND 95 deg F. W 2).JOINTS WITH NO TAPER: OF SURFACES TO BE PAINTED. Kj.MECHANICAL AND ELECTRICAL WORK:PAINTING OF MECHANICAL AND ELECTRICAL WII-L BE MADE FOR LACK OF SKILL ON PART OF THE INSTALLERS. D)[X)NOT PROCEED WITH INSTAL-CATION OF DRYWALL UNTIL DEFICIENCIES ARE 21 ATTACH THE WORK SECURELY IN PLACE, CORRECTED AND SURFACES TO RECEIVE DRYWALL ARE ACCEPTABLE. a).FEATHER OUT AT LEAST 4 in.ON EITHER SIDE OF TAPE. D).DO NOT APPLY PAINT IN SNOW,RAIN,FOG OR MIST;OR WHEN RELATIVJE WORK IS LIMITED TO ITEMS EXPOSED IN EQUIPMENT ROOMS AND OCCUPIED SPACES. a).NAILING:BLIND NAIL WHERE POSSIBLE.USE FINISH NABS WHERE EXPOSED.SET W MANUFACTURER'S RECOMMENDATION; b).DO NOT APPLY FILL COAT ON INTERIOR ANGLES. 8),COORDINATION OF WORK:REVIEW OTHER SECTION IN WHICH PRIMERS ARE PROVIDED 1).THE MANUFACTURER'S RECOMMENDED METHODS OF INSTALLATION,WHEN HUMIDITY EXCEEDS 85 PERCENT;OR AT TEMPERATURES LESS THAN 5 ticg.F. NAIL HEADS FOR FILLING,EXCEPT FOR EXTERIOR WOOD SCHEDULED TO RECEIVE 3)-ALLOW FILL COAT TO DRY PRIOR.TO APPLICATION OF FINISHED COAT, TO ENSURE COMPATIBILITY OF THE TOTAL SYSTEM FOR VARIOUS SUBSTRATES.ON L).BLOCK FILLER$:APPLY BLOCK FILLERS TO CONCRETE MASONRY BLACK AT P RATE "ACTRAL FINISH APPROVED BY THE ARCHITECT,SHALL BE THE BASIS FOR ACCEPTANCE OR E).PROTRUSION OF FRAMING. IN TESTED FRAMING MEMBERS,OR UNALIGNED MEMBERS ABOVE THE DEW POINT;OR DAMP OR WET SURFACES. SECURE ATSY) REJECTION OF ACTUAL INSTALLATION MER10b5 USED IN THIS WORK. MUST BE REPAIRED BEFORE INSTALLATION OF DRYWALL IS STARTED. t).FINISHING: MANUFACTURERS: REQUEST,E OF C11 INFORMATION ER CHARACTERISTICS OF FINISH MATERIALS TO TO ENSURE COMPLETE COVERAGE WITH PORES FILLED. h).ANCHORING SECURE THE WORK TO ANCHORS OR TO BLOCKING WHICH IS BUILT- 1).SPREAD JOINT COMPOUND EVENLY OVER AND BEYOND FILL COAT ON A.PRODUCTS:SUBJECT TO COMPLIANCE WITH REQUIREMENTS,PROVIDE PRODUCT ENSURE USE OF COMPATIBLE PRIMERS. INTO OR DIRECTLY ATTACHED TO SUBSTRATES. W ALLOWABLE TOLERANCES: INSTALLATION: ALL JOINTS. M),PRIME COATS:13EFORE APPLYING FINISH COATS,APPLY A PRIME COAT, A.GENERAL: LISTED BELOW. J).1/8 m,IN B R.MAXIMUM VARIATION FROM PLUMB OR LEVEL IN ANY EXPOSED LEVEL AND WITH ALL VERTICAL JOINTS ON BEARING INSTALL ALL PANELS PLUMB, , a).FEATHER TO SMOOTH UNIFORM FINISH. Q.REMOVE HARDWARE AND HARDWARE ACCESSORIES,PLATES,MACHINED SURFACES, AS RFCOMMFNT)FD BY MANUFACTURER,TO MATERIAL THAT IS REQUIRFD 3).CASEWORK:INSTALL WORK IN A MANNER CONSISTENT WITH THE AWI QDALTIY TO BF O W LINE OR SURFACE. b).APPLY FINISH COAT TO TAPED ANGLES TO COVER TAPE AND TAPPING B).MANUFACTURERS'NAME: LIGHTING FIXTURES AND SIMILAR ITEMS ALREADY INSTALLED THAT ARE NOT PAINTED. PAINTED OR FINISHED AND THAT HAS NOT BEEN PRIME COATED BY OTHERS. GRADE SPECIFIED. ~J M•+� COMPOUND. 1).BENJAMIN MOORE&CO. BE IF REMOVAL IS IMPRACTICAL OR IMPOSSIBLE BECAUSE OF SIZE OR WEIGHT OF RECOAT PRIMED AND SEALED SURFACES WHERE EVIDENCE OF SUCTION SPOTS OR 2).CONTRACTOR.SHALL TAKE INTO ACCOUNT THE TOLERANCE ALLOWED IN THE 2).USE PANELS Of MAXIMUM SIZE LENGTHS PRACTICAL TO MINIMIZE BUTT JOINTS. 2).SAND FINAL APPLICATION OF COMPOUND TO PROVIDE SURFACE READY ( N]AMLN MOORS) THE ITEM,PROVIDE SURFACE-APPLIED PROTECTION BEFORE SURFACE PREPARATION UNSEALED AREAS IN FIRST COAT APPEARS,TO ENSURE A FINISH COAT WITH NO a).SECURE CASEWORK TO GROUNDS,STRIPPING,DR BLOCKING WITH COUNTERSUN W U SUBSTRUCTURE TO WHICH HE IS TO ATTACH THE FURRING,STUDS ANO GYPSUM a).WHERE UNAVOIDABLE,LOCATE END BUTT JOINTS AS FAR FROM CENTER OF PAINT MATERIALS,GENERAL: CONCEALED FASTENERS AND BLIND NAIL AS REQUIRED TO PROVIDE A RIGID FOR DECORATION AND PAINTING. BURN-THROUGH OR OTHER DEFECTS DUE TO INSUFFICIENT SEAL ING. O BOARD TO COMPLY WITH THE TOLERANCES REQUIRED IN THIS SECTION. WALLS OR CEILING AS POSSIBLE AND STAGGER IN ALTERNATIVE COURSES.. A.MATERIAL THAT ARE COMPATIBLE PROVIDE BLOCK FILLERS,PRIMERS AND THEFINTSH-COAT INSTALLATION.SCRIBE AND CUT FOR ACCURATE FIT TO OTHER FINISH WORK. 3).FILLING AND FINISHING DEPRESSIONS: 1).AFTER COMPLETING PAINTING OPERATIONS IN EACH SPACE OR AREA,REINSTALL r, MATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER AND WITH THE:SU65T RATES h).ADJUST AND LUBRICATE CASEWORK HARDWARE FOR PROPER INSTALLATION. V PRODUCT DELIVERY,STORAGE AND HANDLING: a).APPLY]OILY LEAST T COMPOUND AS FIRST COAT TO FASTENER DEPRESSION, ITEMS REMOVED USING WORKERS SKILLED IN THE TRADES INVOLVED. N)PIGMENTED(OPAQUE)KNISHES:COMPLETELY COVER SURFACES AS NECESSARY TO 3).INSTALL GYPSUM DRYWALL PANEL WITH FACE SIDE OUT. INDICATED UNDER CONDITIONS OF SERVICE AND APPLICATION,AS DEMONSTRATED A).DELIVERY AND HANDLING: a).Jb NOT INSTALL IMPERFECT,DAMAGED,DAMP OR WET PANELS. b).APPLY AT LEAST TWO ADDITIONAL COATS OF COMPOUND AFTER BY MANUFACTURER BASED ON TESTING AND FIELD EXPERIENCE. PROVIDE A SMOOTH,OPAQUE SURFACE OF UNIFORM FINISH,COLOR,APPEARANCE 4),PLASTIC COORDINATE ALAMINATED VERIFY WORK(AMBLE CATIONS OF 1).DELIVER MATERIALS TO THE PROJECT SITE WITH MANUFACTURER'S LABEL b).BUTT PANELS TOGETHER FOR LIGHT CONTACT AT EDGES OR ENDS WITH NOT FIRST COAT IS DRY. D).SURFACE PREPARATION:CLEAN AND PREPARE SURFACES TO BE PAINTED ACCORDING AND COVERAGE.CLOUDINESS,SPOTTING,HOLIDAYS,LAPS,BRUSH MARKS,RUNS, a).COORDINATE AND VERIFY SI2E5 AND LOCATIONS OF OPENINGS FOR FIXTURES W `a INTACT AND LEGIBLE. MORE THAN YTO in. OPEN SPACE BETWEEN PANELS. t).LEAVE FILLED AND FINISHED DEPRESSIONS LEVEL WITH PLANE OF B.MATERIAL QUALITY.-PROVIDE MANUFACTURER'S BEST-QUALTY PAINT MATERIAL OF TO MANUFACTURER'S WRITTEN INSTRUCTIONS FOR EACH PARTICULAR SUBSTRATE SAGS,ROPINESS OR OTHER SURFACE IMPERFECTIONS WILL NOT BE ACCEPTABLE. WITH ACTUAL FIXTURE SIZES.FORM INSIDE CORNERS TO A RADIUS OF NOT LESS 2).HANDLE MATERIALS WITH CARE TO PREVENT DAMAGE. SURFACE. CONDITION AND AS SPECIFIED. r•L4 [).DO NOT FORCE INTO PLACE VARIOUS COATING TYPES SPECIFIED THAT ARE FACTORY FORMULATED AND THAN 1(8.ROUT CUTOUTS AND FILE CUT EDGES TO SMOOTH SURFACE FREE OF raj 4).FINISH BEADS AND TRIM: I).PROVIDE BARRIER COATS OVER INCOMPATIBLE PRIMERS OR REMOVE AND REPRINTS, O),TRANSPARENT(CLEAR)FINISHES:USE MULTIPLE COATS TO PRODUCE A GLASS- c). RECOMMENDED 13'/MANUFACTURER FOR TUREWSAPPLICATIONPRO UCT IDENTIFICATION PAINT ON WILL CRACKS. B).STORAGE: a).FIRST FULL COAT: 2).CEMENTITIOUS MATERIALS:REMOVE EFFLORESCENT,CHALK,DIRT,GREASE,OILS AND SMOOTH SURFACE FILM OF EVEN LUSTER.PROVIDE A FINISH FREE OF LAPS,RUNS, 4).LOCATE EDGES OR END JOINTS OVER SUPPORTS EXCEPT IN GYPSUM BOARD HORIZONTAL CONTAINERS NOT DISPLAYING MANUFACTURER'S PRODUCT IDENTIFICATION WILL CLOTHING CLOSETS: 1).STORE MATERIALS INSIDE UNDER COVER,STACK FLAT,OFF BOOR. APPI]CATIONS OR WHERE INTERMEDIATE SUPPORTS DR GYPSUM BOARD BACK- 1).APPLY JOINT COMPOUND TO BEAD AND TRIM. NOT BE ACCEPTABLE. RFI FASF AGENTS.ROUGHEN AS REQUIRED RO REMOVE G(A2F.IF HARDENERS OR CLOUDINESS,COLOR IRREGULARITY,BRUSH MARKS,ORANGE PEEL,NAIL HOLES OR 1).SHELVING: 2).STACK WALLBOARD SO THAT LONG LENGTHS ARE NOT OVER SHORT BLOCKING IS PROVIDED BEHIND END JOINTS. 2).FEATHER OUT FROM GROUND TO PLANE OF THE SURFACE. SEALERS HAVE BEEN USED TO IMPROVE CURING,USE MECHANICAL METHODS or OTHER SURFACE IMPERFECTIONS. 1). SHELVES TO BE 3/4"THICK,QUAI ITY GRADE,BIRCH VENEER-CORE PLYWOOD. LENGTHS. 3).DRY COMPOUND PRIOR TO APPLICATION OR SECOND FILL COAT. SURFACE PREPARATION. P).STIPPLE ENAMEL FINISH:ROLL AND REDISTRIBUTE PAINT TO AN EVEN AND FINE a).POSITION PANES AO THAT TAPERED EDGE JOINTS ABUT,AND MIT I-CUT OR C.COLORS:MATCH COLORS AS SELECTED BY THE OWNER FROM MANUFACTURE'S Z).PROVIDE ELF SHELVES PER CLOSET. 4).AVOID OVERLOADING FLOOR SYSTEM. FIELD-CUT END JOINTS ABUT. b).SECOND FILL COAT: FULL RANGE. 3).WOOD:CLEAN SURFACES OF DIRT,OR AND OTHER FOREIGN SUBSTANCES WITH TEXTURE.LEAVE NO EVIDENCE OF ROLLING SUCH R LAPS,IRREGULARITY IN 3).LOWER SHELF:16"DEEP. 4).STORE ADHESIVES IN DRY AREA,PROVIDE PROTECTION AGAINST FREEZING 1).APPLY JOINT COMPOUND IN SAME MANNER AS FIRST FILL COAT. SCRAPERS,MINERAL SPIRITS AND SANDPAPER,A5 REQUIRED.SAND SURFACED TEXTURES,SKID MARKS,OR OTHER SURFACE IMPERFECTIONS. 4).UPPER SHELF:12"DEEP. b). T NOT PLACE TAPERED EDGES AGAINST CUT'EDGES N OPPOSITE PREPARATORY COATS: AT ALL TIMES. Z).EXTEND BEYOND FIRST COAT ONTO FACE OF WALLBOARDS. EXPOSED TO VIEW SMOOTH AND DUST OFF. CLEANING AND PROTECTING: [)•STAGGER VERTICAL]DINTS OVER DIFFERENT STUDS ON OPPOSITE SIDES OF A EXTERIOR.PRIMER:EXTERIOR ALKYD OR.LATEX-BASED PRIMER OR FINISH COAT 308 CONDITIONS: PARTITION WALLS 3).DRY COMPOUND PRIOR 7D APPLICATION OF FINISHED COAT. MANUFACTURER AND RECOMMENDED IN WRITTING BY MANUFACTURER FOR USE d).SCRAPE AfSD CLAD SMALL,DRY,SEASONED KNOTS,AND APPLY A THIN COAT A).AT THE END OF EACH WORKDAY,REMOVE T"MIRY CANS,RAGS,RUBBISH AND OTHER 2).SUPPORTS: A).ENVIRONMENTAL CONDITIONS: t).FINISH COAT: OF WHITE SHELLAC OR OTHER RECOMMENDED KNOT SEALER BEFORE APPLYING DISCARDED PAINT MATERIALS FROM PROJECT SITE. WITH FINISH COAT AND ON SUBSTRATE INDICATED. 1).1X3 BIRCH CLEATS AND BACK SUPPORT. 1).TEMPERATURE: 1).APPLY]DINT COMPOUND TO BEAD AND TRIM. PPIfdFR.AFTER PRIMING,FIT L HOT FS AND IMPERFECTIONS IN KNISH SURFACES 5).PROVIDE ADDITIONAL FRAMING AND BLOCKING AS REQUIRED TO SUPPORT 1).FEJRROUS-METAL AND ALUMINUM SUBSTRATES:RUST-INHIB.ATIVE METAL PRIMER. WITH PUTTY OR PLASTIC WOOD FILLER SAND SMOOTH WHEN DRIED. B 2).WOOD POLE SOCKETS a).DURING COLD WEATHER,IN AREAS RECEIVING WALLBOARD INSTALLATION, 2).EXTEND BEYOND SECOND FILL GOAT. ).PROTECT WORK OF TRADES,WHETHER BEING PAINTED DR NOT,AGAINST DAMAGE �./ GYPSUM DRYWALL AT OPENINGS AND CUTOUTS. 2).ZINC•COATED METAL SUBSTRATES:GALVANIZED METAL.PRIMER. 3),PROVIDE ADDITIONAL SUPPORT BRACKETS FOR SHELVING AND CLOSET POLES MAINTAIN TEMPERATURE RANGE BETWEEN 55 DEGREES F.TO 70 DEGREES F. 3).FEATHER KNISH COAT FROM GROUND TO PLANE OF SURFACE. } b).PRIME,STAIN,OR SEAL WOOD TO BE PAINTED IN ON DELIVERY. FROM PAINTING.CORRECT DAMAGE BY CLEANING,REPAIRING OR REPLACING AND 3).WHERE MANUFACTURE DOES NOT RECOMMEND A SEPARATE PRIMER FOR SPANS EXCEEDING 4'-0". O FOR 24 HOURS AFORE,DURING AND AFTER GYPSUM WALLBOARD AND 4).SAND FINISH COAT To PROVIDE FLAT SURFACE READY FOR PRIME EDGES ENDS,FACES,UNDERSIDES,AND BACK SIDES OF WORD,INCLUDING REPAINTING AS APPROVED BY ARCHITECT AND OWNER 6},ACCURATELY MEASURE AND PRECUT GYPSUM DRYWALL UNITS PRIOR TO FORMULATION ON SUBSTRATE INDICATED,USE PAINT SPECIFIED FOR FINISH CLEANING: JOINT TREATMENT APPLICATIIN.1, DECORATION, CABINETS,COUNTERS,CASES AND PANELING. INSTALLATION. COAT. 1).CLEAN EXPOSED SURFACES OF PREKNSHED WORK a).MAKE ALL CUTS FROM FACE SIDE BY SCORING AND SNAPPING AWAY FROM ADJUST AND CLEAN: t).IF TRANSPARENT FINISH IS REQUIRED,BACKPRIME WITH SPAR VARNISH. C).PROVIDE"NISI'PAINT"SIGNS TO PROTECT NEWLY PAINTED FINISHES,AFTER 2).VENTILATION: A.SCREW POP: tl).BACKPRIME PANELING ON INTERIOR PARTITIONS WHERE MASONRY,PLASTER, COMPLETING PAINTING OPERATIONS,REMOVE TEMPORARY PROTECTIVE WRAPPINGS FACE SIDE OR BY SAWING. B.INTERIOR PRIMER:INTERIOR LATEX-BASED OR ALKYD PRIMER OF KNISH COAT PROTECTION: a).PROVIDE VENTILATION DURING AND FOLLOWING ADHESIVES AND JOINT I).REPAIR SCREW POP BY DRIVING NEW SCREW APPROXIMATELY 1-1 jl in.FROM SE OTHER WET WALL CONSTRUCTION OCCURS ON THE BACK SIDE. PROVIDED BY OTHERS TO PROTECT THEIR WORK. b).COMPLETELY CUT PAPER ON BACK FACE;DO NOT BREAK PAPER BY TEARING. MANUFACTURER AND RECOMMENDED IN W WI TiNG BY MANUFACTURE FOR USE WITH 1). PROTECT INSTALLED WORK FROM DAMAGE BY WORK OF OTHER TRADES.MAINTAIN TREATMENT APPLICATIONS. SCREW POP AND RESEAT SCA1-lV. ¢).SEAL TOPS,BOTTOMS AND CUTOUTS OF UNPRIMED WOOD DOORS WITH A HEAVY 1)AFTER WORK OF OTHER TRADES IS COMPLETE,TOUCH UP AND RESTORE b).USE TEMPORARY AIR CIRCULATORS IN ENCLOSED AREAS LACKING NATURAL t).MAINTAIN SHEETS ADD CLOSE TOLERANCES FOR ACCURATE FIT AT JOINTS BETWEEN 2).WHEN FACE PAPER IS PUNCTURED,DRIVE NEW SCREW APPROXIMATELY 1-112 in KNISH COAT AND ON SUBSTRATE INDICATED. COAT OF VARNISH OR SEALER IMMEDIATELY ON DELIVERY. DAMAGED OR DEFACED PAINTED SURFACES.COMPLY WITH PROCEDURES TEMPERATURE AND HUMIDITY REQUIREMENTS DURING CONSTRUCTION PERIOD IN +^f S BETS F AT FRAMED OPENINGS AND SC ALLOW FOR COVERING OF 1).FERROUS-METAL SUBSTRATES:QUICK DRYING,RUST-INHIBITIVE METAL PRIMER INTERIOR INSTALLATION AREAS. VENTILATION. FROM DETECTIVE FASTENING AND REMOVE DEFECTIVE FASTENING. 4).FERROUS METALS:CLEAN UNGALVANIZED FERROUS METAL SURFACES THAT HAVE NOT SPECIFIED IN PDCA Pl. J EDGES OF CUTOUTS WITH PLATES AND ESCUTCHEONS. 2).ZINC-COATED METAL SUBSTRATES:GALVANIZED METAL PRIMER. BEEN SHOP COATED;REMOVE GREASE,DIRT,LOOSE MILL SCALE,AND OTHER FOREIGN ��"'1! c).UNDER SLOW DRYING CONDITIONS,ALLOW ADDITIONAL TIME BETWEEN 3).FILL DAMAGED SURFACE WITH COMPOUND. INTERIOR PAINT SCHEDULE: d).CUT EDGES SMOOTH AS REQUIRED FOR NEAT AND ACCURATE FIT. 3).WHERE MANUFACTURER DOES NOT RECOMIMLTID A SEPARATE PRIMER COATS OF JOINT TREATMENT. SUBSTANCES.USE SOLVENT O MECHANICAL CLEANING METHODS THAT COMPLY WITH A).GYPSUM BOARD(WALLS):T >' FORMULATION ON SUBSTRATE INDICATED,USE PAINT SPECIFIED FORT FINISH •^� d).PROTECT INSTALLED MATERIALS FROM DRAFTS DURING HOT,DRY WEATHER. B).RIDGING: a).TO(THE P BARE FOR PROTECTIVE COATINGS)RECOMMENDATION.THAT 1).ACRYLIC FINISH COATS OVER A PRIMER. O 7 7).ALL SCREWS SHALL BE POWER-DRIVEN WITH AN ELECTRIC SCREW DRIVER. COAT. L i).DO NOT REPAIR UNTIL CONDITION HAS FULLY DEVELOPED. a).TOUCH UP BARE AREAS AND SHOP-APPLIED PRIME COATS THAT HAVE BEEN a).PRIMER:INTERIOR GYPSUM BOARD PRIMER nM/ a).SET SCREW SO THAT HEAD PROVIDES A SLIGHT DEPRESSION BELOW INTERIOR FINISH COATS: LJ. 3).PROTECTION: a).APPROXIMATELY SIX MONTHS AFTER INSTALLATION OR ONE HEATING DAMAGED.WIRE BRUSH,CLEAN WITH SOLVENTS RECOMMENDED 6Y PAINT h).KTJISFI COATS:INTERIOR LOW-LUSTER ACRYLIC ENAMEL. SURFACE OF DRYWALL WITHOUT TEARING FACE OF PAPER. A.ALL INTERIOR PAINTS: t� a).PROTECT ADJACENT SURFACES AGAINST DAMAGE AND STAINS. SEASON. i),BEN]AMIN MDORE MANUFACTURER,AND TOUCH UP WITH SAME PRIMER AS THE SHOP COAT. � � I"- MATERIALS: 2).SAND RIDGES TO REINFORCING TAPE WITHOUT CUTTING THROUGH TAPE. 5).GALVANIZED SURFACES CLEAN GALVANIZED SURFACES WITH NONPFTROI FUM BASED 8).GYPSUM BOARD(CEILING): Z 8).CAULK THE PFRTMFTER OF AI L FACE LAYERS(HEAD AND SILL). 3).FILL CONCAVE AREAS ON BOTH SIDES OF RIDGE WITH TOPPING INTERIOR WOOD STAINS AND VARNISHES: SOLVENTS SO SURFACE IS FREE OF OIL AND SURFACE CONTAMINATES.REMOVE 1).ACRYLIC FINISH:TWO FINISH COATS OVER A PRIMER. Q W 1).GYPSUM WALL BOARD: A.OPEN-GRAIN WOOD FILLER: OVER FRAMING: COMPOUND. PRFTRFATM ENT FROM GALVANIZED SHEET METAL FABRICATED FROM COIL STOCK BY a).PRIMER:INTERIOR ALKYD WOOD PRIMER FOR ACRYLIC-ENAMEL AND SEMI- a).REGULAR BOARD: 1}.SINGLE LAYER-CEILINGS: 1).BENUAMIN MOORS cc 1).ASTM C36 4),FSLL CRACKS WITH COMPOUND AND FINISH SMOOTH AND FLUSH, MECHANICAL METHODS. GLOSS ALKYD-ENAMEL FINISHES. G n/ a).APPLY WALLBOARD WITH LONG DIMENSION AT RIGHT ANGLES TO FRAMING. 2).MISLWAX 2).THICKNESS:1/2 in. CLEANING UP: b).FINISH COATS:INTERIOR SEMIGLOSS ALKYD ENAMEL. BACK BLOCK ENDS AND EDGES OF WALLBOARD. . A.DO NOT ALLOW THE ACCUMULATION OF SCRAPS AND DEBRIS ARISING FROM WORK L o O 3).EDGES:TAPERED. b) B.INITERIOR WOOD STAINS:ALKYD BASED. Q.MATERIAL PREPARATION: h).MOISTURE RESISTANT BOARD: Of THIS SECTION BUT MAINTAIN THE PREMISES IN A NEAT AND ORDERED 1).BENJAM3N MDORE 1).MAINTAIN CONTAINERS USED TN MIXING AND APPLYING PAINT IN A CLEAN CONDITION, Q.FERROUS METAL t nl ASTMZ).SINGLE LAYER-WALLS: CONDITION AT ALL TINES. 1)BENJAMI FREE OF FOREIGN MATERIALS AND RESIDUE. I ALKYD-ENAMEL FINISH:TWO FINISH COATS OVER A PRIMER. O 2).THICKNESS: NESSC633 )• a).APPLY WALLBOARD VERTICALLY.INSTALL HORRONTALLY FOR WALL HEIGHTS 2).THICKNESS:1/2 in. 1).IN THE EVENT OF SPILLING OR SPLASHING COMPOUND ONTO OTHER SURFACES, 2).STIR MATERIAL BEFORE APPLICATION TO PRODUCE A MIXTURE OF UNIFORM DENSITY. a).PRIMER:INTERIOR ALKYD FERROUS-METAL PRIMER. OVER W-B". IMMEDIATLY REMOVE THE SPILLED OR SPLASHED MATERIAL AND ALL TRACE OF STIR AS REQUIRED DURING APPLICATION.DO NOT STIR SURFACE FILM INTO MATERIAL b FINISH COATS:INTERIOR SEMIGLOSS ALKYD ENAMEL. J 3).EDGES:TAPERED. 1).STAGGER END JOINTS TO OCCUR ON DIFFERENT FRAMING MEMBERS ON Q.INTERIOR ALKYD-OR POLURETHANE-BASED CLEAR SATIN VARNISH: )' RESIDUE TO THE APPROVAL OF THE ARCHITECT AND HOMEOWNER. IF NECESSARY,REMOVE SURFACE FILM AND STRAIN MATERIAL BEFORE USING. C).1).ASTTM FIRE-RATED,TYPE- OPPOSITE SIDES OF PARTITION. 1).ABSOLUTBENJAMIE MOORS 1).0.5FM C36,TYPE-X PATCHiriG: 2).ABSOLUTE COATINGS(LAST LAST) D).ZINC-COATED METAL: ^� b).BACK CLOCK ENO JOINTS. A.WHERE NEW WORK OR REPAIR WORK CONNECTS WITH EXISTING WAILS,THE F).EXPOSED SURFACES:INCLUDE AREAS VISIBLE WHEN PERMANENT OR BUILT-IN FIXTURES, 1).ALKYD-ENAMEL FINISH:TWO COATS OVER A PRIMER. 2).THICKNESS:5/8 in. 3).MINWAX 3).EDGES:TAPERED. CONTRACTOR SHALL DO ALL NECESSARY CUTTING AND FITTING OF EXISTING GRILLES,CONVECTOR COVERS,COVERS FOR FINNED-TUBE RADIATION,AND SIMILAR a).PRIMER:INTERIOR ZINC-COATED METAL PRIMER. 3).MECHANICAL FASTENERS-SINGLE LAYER: WALLS,REMOVING EXISTING GYPSUM DRYWALL INDICATED ON THE DRAWINGS COMPONENTS ARE IN PLACE.EXTEND COATINGS IN THESE AREAS,AS REQUIRED,TO b).FINISH COATS:INTERIOR SEMIGLOSS ALKYD ENAMEL. FASTENERS: a).SCREWS: AND AS NECESSARY TO MAKE WORK,AND ALTERATIONS MADE IN THE MAINTAIN SYSTEM INTEGRITY AND PROVIDE DESIRED PROTECTION. .n- SjJJ I).SCREWS: 1).ATTACH SINGLE LAYER WALLBOARD TO WOOD FRAMING WITIi TYPE"W' EXISTING,BUILDINGS. INTERIOR STAIN AND NATURAL-FINISH WOODWORK SCHEDULE: 1).PAINT SURFACES BEHIND MOVABLE EQUIPMENT AND FURNITURE THE SAME AS SIMILAR A).STAIN-VARNISH FINISH:(USE THIS SYSTEM ONLY FOR NATURAL WOOD THAT IS a)COURSE THREAD,SELF-TAPPING,BUGLE HEAD,FOR USE WITH POWER DRIVEN COURSE THREAD DRYWALL SCREWS. EXPOSED SURFACES.BEFORE FINAL INSTALLATION OF EQUIPMENT,PAINT SURFACES TOOL 2).MINIMUM EDGE CLEARANCE FROM MECHANICAL FASTENERS:3/8 in. B.ALL EXISTING PARTITION WHICH IS DAMAGED OR REMOVED DUE TO ALTERATIONS NOT FACTORY FINISHED.)TWO FINISH COATS E VARNISH OVER A SEALER COAT "A "w,?� 1).TYPE"W"DRYWALL SCREWS. BEHIND PERMANENTLY FIXED EQUIPMENT OR FURNITURE WITH PRIME COAT ONLY. AND INTERIOR WORD STAIN.WIPE WOOD FILLER BEFORE APPLYING STAIN. ��'L�'" ,\ -T•µ""" 3).STAGGER MECHANICAL FASTENERS OPPOSITE EACH OTHER ON ADJACENT OF THE EXISTING BUILDINGS SHALL BE PATCHED OR REPLACED AS NECESSARY BY 2).PAINT INTERIOR SURFACES OF DUCfS WITH A FLAT,NONSPECULAR BLACK PAINT 1).FILLER COAT:OPEN-GRAIN WOOD FILLER. f i"+'''+�"" ,� ,y �•`i b).LENGTH. ENDS OR EDGES. THE CONTRACTOR AND MATCH EXISTING WORK IN ALL RESPECTS. WHERE VISIBLE THROUGH REGISTERS OR GRILLES. ,`} E '17 2).STAIN COAT;INTERIOR WOOD STAIN. 2).SINGLE LAVER:TWO in. 4).SAND ABUTTING ENDS OR EDGES OVER SUPPORT SURFACE- 3).PAINT BACK SIDES OF ACCESS PANELS AND REMOVABLE OR HINGED COVERS TO MATCH .Y f 'I� 2).FACE LAVER OR TWO LAVER APPLICATION:1-5/R"vv 5).SPACE SCREWS 12 Ln.O.C.ALONG SUPPORTS AND CEILINGS. 3).SEALER COAT:CLEAR SANDING SEALER, EXPOSED SURFACES 4).FINISH COATS:INTERIOR ALKYD-OR POLYURETHANE-BASED CLEAR SATIN ✓ �; " 6).SPACE SCREWS 12 in.O.C.ALONG ENDS AND EDGES AND FIELD OF WALLS. 4).FINISH EXTERIOR DOORS ON TOP,BOTTOM AND SIDE EDGES THE SAME AS THE VARNISH. WALLBOARD AND WA $� EXTERIOR FACES. 7).DRIVE SCREWS WITH POSITIVE CLUTCH ELECTRIC SCREWDRIVER 5).FINISH INTERIOR OF WALL AND BASE CABINETS AND SIMILAR FIELD-FINISHED � #'1 �i',��•",�� �'i �� DRAWN: MH/MS ` CAMMAKTO MATCH EXTERIOR i_ SCALE: I/4"=10n JOB#:� .+ ,Ih February 22,2012 A,1,` SHEET NUMBER: PAINTERTO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OE ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,ANDTHE FIELD CONDITKJPH5,Av0 SHALL REQUEST CIARIEKATLON BEFORE COMMENCING`WORK GONTRIACTOR SHALL VERIFY ALL GEtdERAL COOSTRACTOR TO COORDINATE MEETfNG W7H OU NERS FOR APPROVAL OF ALL GE14ERAL COVATRACTOR SHALL HE RESPONSIBLE FOR ALL BUM1LDING DEPARTMENT LhSPECTiONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT 108 SITE.INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS.AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUS14 ELECTRIC,PLUMBING,AND NVAG PRIOR TO INSULATING AND 51-IEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KLIG STUDS RAFTER WALL STUD • E14D`NALL CRIPPLE STUD BOTTOM PLATE R4OGE LEDGER B ATHIUB HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR, USP NUTABER DESCRIPTION APPLICATIWI HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS iSF. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATIONI LOCATION JUSP NUMBER1 ULSCRIPTION .APPLICATION RA{TER SIZE LISP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR p HOLD DO'd148 BOTH SOT. PLATE OF 2NO FLOOR AIM TOP / y, 2x6—Zx8 LS26 I&qa. SLOPE HANGER APPLY TO EACH RAFTER LED JOIST DIRECTION WITH t2) JOISTS. UNDER WALL. ^ 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 j. STRAP APPLY OVEP' RIDGE TO EACH RAFTEIJ FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE ,--I ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH N BLOCKING @24"OC THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENI',IGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X70 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER m U WALL STUD TriR3UCV-1-ROOF EXJJAL'ST *•-� T'+ VENTS SELECTED AND C, `~ C LOCATED B I CONTRACTOR METAL STRAPw. U w PQ v W VENTILATION CHANNEL RIM BOARD AS REQUIf FD RAFTER , RAFTERS M 41NTAIt1 SILL PLATE{S) VENTILATION WOOD JOIST BLOCKING y FOUNDATION ' TOP PLATE 2x4 LEDGER BLOCY,IIIG t 2x4 SOFFIT •iG4ST STAPPING TO BE ATTACHED TO WALL STUDS 045"OC ATTIC SHALL BE PROVIDED WITH A FASCIA AND ALL WINDOW/DOOR OPENING JACK STUDS MINIMUM NET FREE VENTILATING ARE - GUTTER FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION Wy LL STD IJOT LESS THAN 1/150 OF THE AREA OF WOOD GIRDER THE SPACE VENTILATED. ALL OPENINGS INSTALL 4'0" O.C. i� SHALL BE COVERED WITH CORROSION- CONTIII. SCREENED VENT 4" - 8" LST424 1-1/4"x24" 20aa. STRAP AND JACK STUDS RESISTANT METAL MESH 'MTH MESH ON ALL OPENNGS i� CPEN NGS OF �% NCH f4S OHdC4d5f045. CONTII I. SOFFIT / EXT. PLYWOOD i INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIFTI011 APPLICATION SOFFITED EAVE i 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS CONNECT TO ON ,ALL OPENINGS / `�' 4" - 6" RAFTER R710 10-3/4" x 18ga. TYOOWIV ,ANCHOR EACH RAFTER PROVIDE BLOGkI11G BETWEEN JOISTS THAT ARE SPICED AIID OVER BEARING WALLS AIID HEADERS INSTALL 4'0" O.C. CONNECT TO 14" - 16" I_STA36 1-1/4"x36" 18gn. STRAP AND ,LACK STUDS �� 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYD01h'N ANCHOR F4CH RAFTER ON ALL OPENING, i� 2ND. FLOOR WALL IL ' RAFTER \ Q Q 'N30i� JOIST O f� O TOP PLATE GIPOER/HEADER U WOOD JOIST O 1ST. FLOOR WALL 5T4FPIIIG TO BE .ATTACHED TO WALL STUDS 048"oC E,,,a AND ALL WNDOW/DOOR OPENING JACK STUDS WALL STUD FLOOR JOIST DEPTH USP NUTABER DESCRIPTION APPLICATION O INSTALL 4'0" O.C. A C) a" - B" LS,.A36 1-1/4"x36" 13go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION W ALL JOISTS CONNECTED TO A FLUSH HEADER TO HE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH T4',v PROPER STEEL C01041ICTOR. AFTER/PLATE M15 TYDOWN ANCHOR RAFTER TO PLATE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS INSTALL 4'0" O.C. TO ALLOW FOR SHRINKAGE. £r REDUCE BUMP OUTS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS PLATE/WALL SPTH4 STUD PLATE ANCHOR CatINECT OVER ON ALL OPENINGS PLATES TO EACH STUD DBL SILL PLATE I TERMITE SHIELD SILL GASKET t TYR. CONC. FOUNDATION ( A OMIC. SLAB Y V„ DMAPPR00F EXTLR!'oR C L, GRANULAR FILL , , • i ' t t sMIL POLY ON EXTERIOR I•a + t • v STEEL CCLUMN 1 r• ♦` t s A > a I a p ♦ CONC. SLAB 'A Cr• // I I,, �♦ O 6 • A �•Q r V ! C04PACT FIU_ ` :► KEYWAY FOOTING o Y r • - a • S 6 • `� j.�� • �'9 a CONC. FTG. % �'p •' R W./ rr •� ;O ANCHOR BOLT CONNECTION USE 1NlP4 BPS5B SQUARE Nt4Si-IERS ♦ Q {USP' LBP.58 DP BP583) Q n D REINFORCING BAR FOUNDATIDII 5,8" DIA. ANCHOR BOLT • DRAIN TILE ► p AfSCHOR BOLT COSSNECTYfl45 SUPPORTING MAXIMUM SPACING SILL PLATE TO FOUNDATION 1 STORY 72•' OC Z Z 'f:RA'IM SPACE OR FOUNDATICII TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC Q W WHERE IIEEDED FOR STRUCTURAL SPACING- MIN, 3" STEEL COLUTAN ANCHORED TO 24%24"x12" CONC. FTG. CR4WI SPACE OR FnI!NDATION) 2 WALL BOTTOM PLATE TO FOUIIPATION 1-2 STGPiES 57" OC Lo 0 CLAP-ON-GPAOE r cq � ' SUBFLOOR R CONC. SLAB DOOR FRAME 6X6 10/10 W19h1 GARAGE (�- COMPACT FILL t DOOR JOIST ♦T tt ,, !•"'1 t USE 2X8 STECL,,BFAtit' 1 •♦ FOR BLOCKOUT �- h �, .ztfi b. J ti<' 4" SLAB . �,_. - 1 � N. j. / WM . W 6X6 M \ SLOPE '� dP,'�N, y, +pry,'}, • P.T. PLATE . �' 4'DRf`JEY6AY tSOTC' JCA T AND AuS'uST HE1GiY' '� , 4,' ♦♦ < 1 <t !• • ` . ' • • •. • TOWBE APROX.ITH A Ir1/2PLOREHIGHER IF D ; ? ' 7 1 2" w'A '� 6 °s' O • • • STEEL BEAM TO ALLOW FOR SHRt A r ( r " • • '• PROVIDE STRAPPING TO KEEP JOIST; • " a • ' DRAWN: MH/MS o . a a at � 6X6 W.W.M. I E N'- Al2"IIN. ri>: c• . ar Qr•Q Q r •' - ' •OG oQ ° t t L52F' "1';am. , ► �0 ► 0 A A . •'„ ° a; SCALE: I/4"=1'-0" i• a REINFORCING BAR • i D y REINFORCING BAP, e • �I � q ��• ► ►s ty �/p" • it—II cis w /' JOB#: DRAIN TILE !� u.! ; 16 .;:� * ti` February 22,2012 .� 12" SI{EETIv'UMBER: 4 TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE V4TH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. GARAGE DOOR BLOCKOUT PAINTER TO PRIME AND WANT ALL DOOR EDGES TO MpdNTMN CONTRACTOR 54ih4 t.NOTIFY hRC4i4TECT OF APBY b4KREPh48C4E5 13L-iWEETd TtiE DRhWlNGS,THE SPEC4fKAT40N5.A48D T4iE 44ELD C048D4Tt0*85.AND SFtAtt RE4tSEST CLAR5F4CATSOSd 81:400.E C01d4,AENCl1•dG LVORY.CONTRACTOR SSiAi1 VERIFY ALL GENERAL OOhATRACTOR TO COORDINATE tiEETiNG W H OU1 SRS FOR APPROVAL OF CONTRACTOR SHALL BE RESPOTISIBLEE FOR ALL B'u1L.A1NG DEPARTMENT 11SSPEC7I0INS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WRH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS 2x stud ALLOWABLE HOLES -TJI Joists wall at 16" Plate nail-16d(3-1/2") JOIST DETAILS Plate nail-16d(3-1/2") f tr m-x at 12". ceatec INTERMEDIATE BEARING box at 16"on-center' tPIJ on-center Floor panel nail-8d NO LOAD BEARING WALL ABOVE vr,•x'nola nor be Na fieMMha/v See Table a Load beating or shear wall sa-T.,MrA IX7 N07 loot panel nail-8d(2-1-2") 2-1/2")common at 6" above(mart stack over wall Web stiffeners namnrd sre raw" xr� / common at 6"on-center* art-center below) required each side Load from crrr orrrrarv,narrge.� q Blocking panels above "or 1-1l4" 1-1/4"Trus /� $locking at B3W may be required with ❑ Blocking Trus Joist )Dist.rim anel c` s x4 minimum shear walls above et Ior panel rim board" board squash below-see detail Bl 1-1/�I t t m"z�am� ,I mmmuzm � a. • blocks ( taPdin+e an h ve,nail-10d W) 12„ oe nail-tOd(3") l� Dc mr M MA fargerllun box at 6" box at 6" r-ba'm manner.- DON07 min. on-center Table A-End Support cur hoJcrm omit on center* BT Bl 1/16" ,Q Remove tongue and groove O� � tali isswm distance from a of bole to SsysSde lace of nearest end sup rdrrs rr„rrmr- G✓©40©� from floor panel edges 8tion ary nailing 2x4 minimum ROUND HOLE SIZE SO ARE OR RECTANGULAR HOLE S1ZE •�•'�� supported by 1"a-Rim®to -Rd(2-1/2") Web stiffeners squash nFPre Tn .,W�,,,• J stall proper blocking r s" a- a-vz a.tn n 13• z^ 3• 4^ 6-vr e-In n• Is- TJI quality nailing. common at 4" required each blocks s to support all pane[ Ito I- s- o° s-, I'-' ' T11 rim "Conventional construction code minimum for on-center` side at B1W and Uze 2x4 minimum squash ui O Ose with A3 only-fee Tius Joist Framed edges 62W O CS blocks to transfer load saR• coo I o 2 o z'-c sw• r.e• r,r z a• s'-n' AT 01bist Must have 13/4"minimum A3 A3,1 2 3.3' '1 Guide far A3J A3.3 instalfat/on 3-4 See Tivs Joist Framed Packet Gu de for 82 B2 z-n r-•arswnd TJl joist ,ao 1'8" 2-0" 6'�o'bearing at ends specifications. additional installation specifications. o " 210 11-71W - 6'-0"length of Nail Trus Joist rim ao n TJI joist 8"diameter maximum hole board to blocking Attach reinforcement sa - - - - - 4'-0"length of g"diameter maximum hole reinforcement and for LI-7f6"•16"deep with connections to joist with one Rd no 3/4" for 17-7/8"-16"deep filler block.Use blocking panels;6" equivalent to (2-1/2")common nail at Nail through 2x_,wood backer zio •* r a' _m ': '• ^ Web stiffeners 8"diameter maximum hole reinforcement 4'-0"length with diameter maximum for decking schedule each comer and � "^ � �� required each blocking panels;6" tr zso q for 11-7/B"-2D"deep on one side at diameter maxilrwm irn 9-112"and 11-718" blocking pan 1s 9-112"deep T11 joist web with 2 rows 10d .a o :' a'a r'^' •'° r a^ s Trus Joist Attach reinforcement - sao '' a• r°' '�°, r°• a•s^ "T• r 9.-a N side at EIW g p E2,both sides TJI joists. or shorter than 12"long. Blocking panel between Blocking (3")common nails at 6" no I - 36" r-a 1 u• ru• r s-e 'Q� blocking panels.6" blocking panels 9-1/2'deep ) rim hoard to joist with one 8d diameter maximum for at E3 not cut Flanges. cis joist-Nail to top panel n-center,clinched.Use zau r o• ," ,- 4•-- ^. ,* Y n I'• s"••I n`a locking panels 4.1/2"nee or shorter than 12'long. (2-T/2")common nail atplate with sa n• - 1_ - r r , t� g P p not cut flanges- each comer equivalent to decking s 16d(3•t32'�nails I;rt? 3eo "'o - v _ or shorter than 12"tong. Trus Joist " sao r u" 1-0` r a r-o" 3'm a'-a• :T ra• r-o• r n- o• Io',r n•-v tr n• LDo not aft flanges. rim board schedule, a e widths. 4• " a- to" Ir Is• IT +` r• s' 1.' tz- is Ir -!V rc's tti Trus Joist 12"length of - J a• ttach 314" I7"length of le' sao r-• t: i- z' .. '.,. I'-• Ir n3 e-t K cirr,board _ . - reinforcementto reinforcement 3/4" 3aa r '- '- '-rr ';' 1'-" ' ' r ttach reinforcement joist web with 3 on one side at reinforcement °O^ sw -0' 1'0" I i'A• i'-0' rd' 11' 1'4' I' ' 4'A° 9'a' 12'-' !i'6• Trus Joist rim rows IOd(3" E5,both sides - on one side at to joist will.Bd(2-1/2") ) Wood A able B-Intermediate or Cantilever Support -°' = m board common nails at 6" at E6 E7,both sides J common nails at 6"on- center.When Q on-center,clinched. at ER backer ssre5 a+��,et a5 Mini um Aistance from ell a of hole to Inside face of nearest intermed.ate or cantilever support "t 2 ys�u reinforcing both 1+xmv6 Use 2 rows with 9-1/2' Less than Less than \11L; yes �rot�\°a nr� Tit ROUND HOLE SIZE 5 ARE OR RECTANGULAR HOLE SIZE V `� Face grain y;a sides,stagger nails. Rb and 1}-7/8" 5" 5„ camp Jss\ 0�\4� z• a^ r a-sn a-vz tr ta- z• 3- horizon a[ '�s �W Rg an joists.11-7/ ES E6 E7 E8 FT \ k ua z,a. s'-0' raj r-a• s 3'-a• es ?. U r O V E2 E3 O „. ,. El El E¢ Not for use with 3-1/2"TJl a-}12. zio r z - z' m joist Range widths 36. -a <+s• 7'o' d uo O Filler block Attach WEB STIFFENER ATTACHMENT Io - ^S naJx^ au C'a with ten IOd(3")box Gap: oars nails,clinched.Use ten EXTERIOR DECK ATTACHMENT 1-1/8"minimum 16d(3-1/2")box nails from Option ifl: '. r- each side with 3-112" Structural exterior Apply mbflmor adhesive to all TJI)Dist blocking with end 2.3/4"maximum Ito r nM r r-,r 4 • e' i'-r r-' r s'-o' s-0• sr" sheathing contact surfaces lIA'2 no tar' t-v t'.o' z' ' '-"' v'u" 'o' r-o• ;_a' s' to:n Ira• TJI joist flange widths. ckt installed at i/3 joist a Web stf(seners R u• zio ru' I�r t 3w• s-e ta.o r-o' sa` IT-r It'4 required if sides of Use fifteen nails with Backer block s n locations using Three Rd(2-i/2"}box nails, {�( tan r-o• -m 7:u• va• d° Iz-a' r-• r<r" a'"° s:o` 1r-a' w'a' q Flashing III o ed(2-1/2") clinched 5", - r-' -a• , hanger do not lateral) TJI joist depths Install tight to to Bearing late: ` o box nails or Three 16d 13-1/7)box nails , - � � � o. g Y g P g P a �4 r. r Support at teat?31B° greater than 16". 4art e ti ht 7o Flush late with inside o tsR a+. at 3-1/2 TJljoirt flange widths pp g ( g P Treated 2x \6 2-7/2"screws, of TJI joist top bottom flange with face of wall or beam ledger \l3\ 9si F typical 11H2= 16• 360 r-a ro` r-v 3'"' 6'6• i0'-0' 13'-a' 1'-0' 1'A' 1'ir -a• ;3+v Ir-a" rr-o• Flange face mount Web stiffener each s6o r.m i sr r.m r.a` r-a u'-d- r.o• r-o• r.n` 3'-s" aai 4.a r tsar angers)-Attach See fastener Trus Joist with ten 1Dd(37 Option 02: W tide.See Sizes 4' S" 4' ta• yp IS* Ir a^ 6• e° t"^ u• tr table below.Maintain rim board x_strapping installed below. - is box nails,clinched TOP when ossible- 2"distance(minimum)from at 1/3 joist span Tight fit " sao r 1a s-n° ra-n^ u.a• r-oo, a-✓ n a• ras• +s-.•* >a-n• t7ange p edge izt ledger to iaslenw. ]°cations using two z^ aen ':uo' I-rr r-o• 3m a'-o• n'-o ,sb' 1 r.n• r-o• a-s• 1a'-e^ rv'o• m-o. hanger ` 2-1/2"screws per joist W Web Stiffener Size W eb Stiffener Size sao r-u• r-u- cs s:a• rr-rr re r-o• 3' e'a" 14'Cc ' ' rv's zn•s Face mount aeker block Allowable load/Factored Rrs!siance fibs) Option 83: 1-1/2'1/2"x 2.5/I6"min -5/16'7/8"x 2.5/16'min aenanawar ame,bend„n maawramr„t d lonxr,t,sac. hanger both sides Fastener la/a^dmboard rm- HeleY may beJnaree. atlyar.),>'hares.arMvrhe,�en.s.,,setts"°swablmin,m„m)»rep,»d�rrws,nrhde. directly applied ceiling o(web With 3/8"lag boll 4[n1/630 N A/N A. 1-3/4" 5/B"x 2-5/16"colas 2-I/2"1"x 2.5/16"minimum t(nockouts are located in web at approxunately 12'omcennm,they do not aped hole single TJI 1/2''lag bol 415/75Q 325/N A. When)specified on the layout.one or more of O plarm,e"° ^W 1 xula,vabla lead derarm,nad m aaorea,x ,h A{1'.4 pg a th)rete bradng options shown I Lmustll be W 2-1/16"3/4'x 2-5i16"men or 3-1/2" 2x4 .F simple span(5'minimum)uniformly iwded jddr mcating the requ4ementr o+current Trus Jdrt product guides,one t--4 Hl 1 T2 joist H3 Q ";vw ,Me rananq,r"4mr J tar w m a costal)ell maxm+a Te na ry balx aye txa.rd M N re,,,.Yr a t v w* p m d,d M« w: tb a x. 1 4 " .°,Mantes are based on them mu uniform loads shown m current Trus Jobt product gtddec Far other load condition,or h,de canfiguntwns cantxr your Trus Men representative. E..1 ALLOWABLE HOLES - Beams and Headers W BEAM and COLUMN DETAILS xdameterdthetarge hdeimin,mum) 19 O Z BEARING FOR DOOR OR BEAM TO BEAM BEARING AT CONCRETE vs a<ptl, BEARING AT WALL V^DOWHEADER CONNECTION WALL TUM Joist Framing o ° O Aot"owednaia o e O 0 1/3 depth e e cur any D od 1xv,nd ono• [•••4 Jn rise cent-ofb m T 1 Trus Joist rim board Strapper code if Block,ng l--� P panel Safety bra,ing(1x4 1!3 span Nlov+ed hot<.xone 1/3 span ROUND HOLE CHART or blocking for top plate is not insmum}at 6 on«nr<r and arAAa usvrrs rAAxnarnr aa,Nu lateral support continuous over Ei mW-ded toa b,aced end s,oss_21T header "'all 4 s;e' tj E""1 Silent Floor joist framing Fa,t<r,arearnid,tiam Forl,n;czrmrybadedbaamsnnly does not require bridging ro ads 4/2-)nails minimum 5 1s2 O 7 or mid-span blocking ( -WARNING). - Redangularhoiesarertittill ell. t".tituttrehw,orooAlt°wadMo �---I No Wes in<ant9everx. O Top flange .No holes in headerc-beams in dank odentatian, paaai U hanger H2 Face mount AL hanger ix NOT save-kvt/of Rimboardjoint Paraliam®PSLor erJ�/rdr rry razor t,eh.,e,»,jobb TJI JOIST ATTACHMENT at BEARING Timb /� waa. E2 pa'a"a Strandei O ('o I See current Trus Joist L4 otecf untreated wood from direct rontac 7J7 Joist to Bearing Plate Squash 8lorkr to 7J1 Joist(Egad Ll LSL Column t\/1 Ftteratune for framing �f 5 concrete O Ton Joist rim board bearing wall above) connectors Ona 10d G`)bm, ail Into each flange seat crrfs rr,srQ be within coal!, O"e ad(2-1/2") CONNECTION OF MULTIPLE PIECES OF Wz nail each TOP-LOADED\I BEAMS(1) CS side,Dm,nods,,rannngkae BEARING AT COLUMN Tat"^'ills, 1-3/4"Width Pieces: Tm s)Old kad i to sr<om '"' Minimum of 3 rows 10d(3"x 0.128")nails at 12"o.c. L3 d board na. t3/a••m,n —na dt.l A2 at and s�rl4xart;3-1i2" /y 1 Minimum of 4 rows 10d(3"x 0.128")nails at ELEVATED COLUMN mm,mum at last<rmrdiate Verify Paratl im PSL or sip— VJ TimberStrand LSL 12'o.c.for T4"and deeper beams BEAM ON COLUMN COLUMN BASE BASE LI shear rrenr�r.c nnerriomaqurva/nrro Bl! column If using 12d(3-1/4")or larger nails,the CAP Opt sJoarpand naiJrng.rcheduk capacity and beam non-shrink al HI P h' number of nailing rows may be reduced Rim to TJI)Dist O bearing length non-shrink R re by one. B2 See current grout Trus Jd,t rim bard or u Trus Joist 3.1/2"Width Pieces: 1 1-3/4^wiae r6 rim literanJre- LS B3 ...ittInt.-c f37 box Minimum of 2 rows U2"bohs n n Ineu each nange 3-t/z^wide rn rim at 24"o c.tta erect 2-tits^-2-5n 6•wlae }crib- nos,with I T)l flow (3")box milt,one each Joist (tJ load muu ba appn,:d ee ty gross enure O TJI aim jd w sail 16d side of TJI joist flange P s tong Use Bt or B2 at 1>t3-1J20 ux oast into gall (�1; Additional nailing or bolting may be required with gq tarns terrnediafe bearings aa�e 3 1/r wide e� Q } LS L6 side-loaded multi beams.Refer to current Pl p2 P3 s•>,tn cl�ddng vl den coot Q panels S load bearing ar shear TopVlew z product literature. n,-toIfix,s all from)above nipp.1 _aced end wall BEAM ATTACHMENT at BEARING aaa� Z z FASTENING of FLOOR PANELS ee note 3 ondn TrusJdst rim board Q Closest Ott Spacing per Row s WARNING c Nast size TJI Ttus Joist rim board Tfoll—strand LSL FIl One IDd(3")box G 0 rAicro4{am lVl Pasatlam PSL nm!each side of llo and 21D 230,36D end 56 1" 1-I/2" 1-1/2"or svtdc. ember at beanng, lln O • 1-hz"minimum ham end ' N Rd(2-1/2")box 2-1)2" 2' 6" 4' e ell -17 cemmras/2 3-1/2" 2" 6" 4• toll(3•)(72d 13-1J4^1 sax 3^ 2^ 6" 4` INSTALLATION TIPS Drive nods M an ,fie!mkrg plan('repp/rcabMJ w framer}P ket L4 angle ro min;Ini a erode r r mrnr md,ndar„nedvr a�N g �..( lad(Ni.12d(3-1/41)commas 4-10" 3" 6" a" 4" 4" 4' SubRoor adhesive ssnll itnproue agar performance,but xterior Deck spinnng d plate ler�hr. 1lyd r,3-1J2')common N.A. 4" 16" 6""' 6""' 8" 4• may oat be required. When jolts are doubted m non-load b-dng parallel ttaehment e o)Can 1rr ..ri rn 9"nn-.cn:c:,✓r,]nraAm+,m nwr/�-ne:rx/.`nn•+r)3/a":"/.-r.'K n.:rr:r..,JJ:- µanTri t,space)ash apart the width of the wall Structural tar plumbing or HVAC. sheahing oe Noru>r sawn amxr Rxeam -&d nailing is 12'an-center in field and 5'on-center.1-4 Additmnal loin at plumbing drop iser de ill) ,heathmg edge-Nailing rcgwraxnenn ar ertg rte d drawings supersede for rim boats or oc"ng. me„dahons =con amhermayrhdn.F WARNING Nnimg roan mart be offset et least 1r2"and staggered. O aaer lnfia/Jat'an. 14 ga staples may he subsb—d for Sd a t,2,)nod,d minimum prnetrannn Proled of 1"Im.die T)l lout a con board 4 Acha d. J1—gx untreated wood See Al t DvvAatE Joists are unrtaracblit uMn hides,b—ce lateral'ry HOLES sin from,Brat H3 Bracing Inchrdes Farthnt oe4:3 Der SpaCing Per Raw k ''•' .ya,gM .Rim ew-d A s-.,+Y ,may„ Iklzwhl t s E oars a -tad with 'eioddng •s m'ng rrr N; E.,joist width 1 3]4"w less:IE"on-center <oncrRe Eor)°i,t wl3ma gr<at<s-man 1-3J4'.24^an-:enter DO NOTa/Io�tvorkers to walk on .stmr Lmas ,R,mm,d Jnateriab m/rf �' sh' DRAWN: MH/MS FILLER and BACKER BLOCK SIZES unit/braced :�f4�' ve sNaea)Pict ddidanal INJURYA?AYRFSULT, aF'4•` do „, SCALE: 1/4"=1'-0" eAe T31 Flange Width, 1-3/4' 2-IA6" 2-5/16" 3-1/2" joist Bear,ng plate to Kew,, WARNING N07FS •� Pamm^same bermnwdrr;rside AAeyerBusiness * s' D h 9-1/2"° 14" 9-1fY or' 14 or 9-1/2"or 14"or 18`a 11-7/8'14`or 18"or face W wall ofc[Idenis- cN¢r "Y J�t3 ' e� na/a• n-zie^ 16^ lla/s• 16" 20' I6" 20" Squash blwks and blocking panels carry stacked Lack of roncem for proper bracing during construction can rasa) i 1lprmal ass if the _ verix d bads lde.),Bl and Wit.Packing oat the D- ��ta rk FJller Block` 1`sl+f/2 Two Two Twn following guidelines are observed,ac be {'je Fel3((jpnJ ZLz 2012 2rd 2xB 3/a" 318" 1st" "1/2' sheathing web d a Tll join!with web stirlenas)4 not a a" t, February (Date))H2) sheathino shrathln sheath sh 112' 2,6 2x8 2x/2 sub Wt forsgaazhstocksmiff—)g panels. ]All Wackmg Ivnge,rim Waal,mJ,:mk-a„,ar,ne end,„ppom of Me Tll ruin,m" , °;yMraReJ d aFr,11,r'J '2 Ine.11averFRle 2x6 Into zxs+3/ts" 2"1o+3/s" zx6+Uz" vto+Ul' 2I-x—Im. ,1.1,1braradmd"nnarme"rtrngde,A.rmMbean,bam"a.,me da j N,`t7,n, r,: .'• :s .Sri��T��JMBER: �•sbzd m/.irmsw"v xywoswas.s,a.kr.aM,"q}/aaneimtb,a,v-at«• >�•. n erdmana „e � • d+ .� Cimlil {Detail E4) 4'-ff' 6'-0" 'haathme rheathmg sheathing sheathmg TMo1 bte flat app4.caN.e long Ipsg 4'0"tong b'-0"long 4'-0'long 6'-tl`lang appr-a 3.Atay ba.m8lina,aix4lmmannml m'HI ix vdeJ toatna,ed mdvrell v,heaM1xd are . bra-mg,buJ•I�ng,Mewayaw rollow nMgMv limn"Ne undaM1gM.onmu-swr�loadc Ilk wmM Bader Bbd,* 4.Sheathing mud br t 11Y at!aded to each TA Jots beta,addifrond load,ran fx pia } ".'rf'j1• 5/e"or 3/4"or i'Net 2x6 2xB 2x72 (Detail Fs 3/a" 7/S' 5.enva,orc.x a...x"� -raa-4•>r-ad=ce+•"awh n�-xp,a„a n.mm a.a•,t. St A M HTJ S The aangx cowl remeln shairht within a td:ven.e of In"ham trua Mip"men, A (£ °H.-,e•nu.y.tn:..ra•ee a"J[�.k.+Lwklu,c 51•uaa hsnre.•A :nri5'geperr�p el/a•'.•x J�ra.lti"f.•lb.a"J Le.l.rt..r:l:,�yn•i5.,u:Jai ar.m�:rrr.,�-n: R�".k r, mist"' : -`"fern•we�l.^n"1,/".w"r ,,'�-6'M, i intended as a supplement to the Trus Joist Framer's Pocket Guide,which should be referenced for addi2 tion I information. l� t"��` This sheets �q, t THE PEC4FTGAT40T SPANDTHEf ELDCONDMONS,AND$HALLREQUESTCtARIFICATIONBEI'MECOMMENCIPIGWORK.CONTRACTOR ALL C.zE1SERAL LGNTRAGTGR TO COORDINATE MEET1N31SriTN OW1•IERS FGR APPROVAL OF ALL GENERAL LONTRRET H C ol, F RESF'O RECE FOR rl Lf,',�fltlC�+Ci F'F+�TMLN SNSFELTiDh3S PAINTER TO pRVAE AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF APd`t DISCREPANCIES$1ZWE£N THE DRAWINGS, E S MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ElEGTR',G,PLUPIBING,AND HYAG PRIOR TO INSULATING AND SNEETROCIGING AND SHALL SECURE THE C of d PRIOR TO REOEIY1NCr FINAL'f AS'HEN7 MOM OtllNERB- REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4"MAX. y y KING STUDS 4"DIA,MAXIMUM RAFTER CRIPPLE STUD CLIMATIC&GEOGRAPHIC DESIGN CRITERIA 4 z I GPOUNr WIND SEISMIC FROST WINTE ICESHIELD FLOOD LEDGER SNOW SPEED DESIGN ATHERIN LINE TERMITE DECAY DESIGN LINIDERLAYMEN a RIDGE HEADER LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS ©a ©� MODERATE SLIGHT TO 45 LBS. 120 B SEVERE 3 PT. TO HEAVY MODERATE 11 NONE z_ RAFTER JACK STUDS RAFTER-TO-LEDGER CONNECTION LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS 16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION DECK AND COVERED PORCH NOTES: RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION ILOCATION USP NUMBER DESCRIPTION I APPLICATION ).Unless otherwise noted,all training material to be#1 ACQ pressure treated lumber, o STAIR RAILING LOCATION USP NUMBER DESC RIPTION APPLICATION 2x6-2x8 LS26 ISga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGERI ALL OPENINGS LSTA12 1-1/4"A2"20ga.STRAP APPLY TO EACH JA CK STUD All fasteners,hangers and anchors to be galvinued or stainless steel. N ROOF LSTA24 1-1/4"x24"20ga-STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 L5210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGE ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD ).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts `r Girders on concrete piers shall be anchored with proper steel connectors anchored ¢ n 1-1/2"SPACE into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. rn MtNIMUtvl 3).Posts supporting girders shall he anchored to a minimum 24 x24"x12"thick concrete footing.Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts-Footings Shall C ro T-1 RAFTER be 3 ft.below grade. HANDRAILS 4).Deck joists to have blocking at TO ox.. RAFTER v }.Flashing shaft be installed ts<_l+ueen the hesilding and ledger.Lapping up the sheathing and over the ledger.Ledger to be fastened to building with 1/2"dia-bolts with washers n POST and nuts at 16"ox. U G M ` TOP PLATE 6).Concrete piers shall be a minimum 6"above grade. TOP PLATE o BALUSTERS ).All joists to be supported with hangers and anchors.Each Joist shall also be anchored o RIM/DECKJOIST to girder(s). WALL STUD OPEN BALUSTER ATTACHED TO WALL WALL STUD o ).Covered Roofs shall be assembled and anchored the same manner as a typical building. 9).Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION for any contact with ACQ- RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH RAFTER/PLAT RTIS TYDOWN ANCHOR NAILING SCHEDULE SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN 4"-6"RAFTER RTlO 10-3/4"x 18ga.7YDOWN ANCHOR CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION EACH RAFTER CONNECT OVER USE MIN.(2)1/2"DIA.GA CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL LV.BOLTS WITH WASHERS AND NUTS COSSS TI EQUIVALENT GRIPPING SURFACE CONNECT TO PLATEAIlALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD ZOOF S"-12"RAFTER 4LT20 21-119"x 20ga.-SYDO NI ANCHOR SHEATHING- PROVIDE EACH RAFTER NAIL NAIL JOINT DESCRIPTION Qom, SPACING NOTES STRUCTURAL PANEL 8,d AS PER TABLE 3-8 4"MAX. WFCM-SBC a 4"DIA_MAXIMUM f GIRDER/HEADEP, Q GIRDER/HEADER ROOF FRAMING: W o r JOINT DESCRIPTION NAIL NAIL NOTESQTYJOIST POSTICOLUMN 3-8d SPACING y RAFTER TO 8'WALL:3-Sd COMMONEACH �^ o° TOP PLATE 10'WALL:4-8d COMMO RAFTER TOE-NAIL Q POST/COLUMN r CEILING JOIST 8'WALL:3-8d COMMONEACH TOE NAIL U TO TOP PLATE 10'WALL:4-8d COMMO JOIST G1RL3ERJtiEADER CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM-SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3-7 EACH FACE �+ POSE-TO-GIRDER/HEADER CONNECTION OVER PARTITION WFCM-SBC LAP NAIL LOCATION USP NUMBER DESCRIPTION APPLICATION COLLAR TIE AS PER TABLE 3.4 EACH FACE Q TO RAFTER WFCM-SBC END NAIL n , SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN BLOCKING EACH TOE ^ U DECK/PORtri RAILING SPLICED SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN TO RAFTER 2-ad COMMON END NAIL LOCATION USP NUMBER DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN.(2)l/2"DiA.GALV.BOLTS WITH WASHERS AND NUTS RIM BOARD 2-16d COMMON EACH END JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST TO RAFTER END NAIL o STU WALL FRAMING: BEARING PLATE GIRDER JOINT DESCRIPTION NAIL NAIL NOTES � QTY. SPACING ^l C • TOP PLATE TO 2-T6d COMMO PER FOOT TOP PLATE FACE NAIL VJ ° WOODJOIST _ TOP PLATES AT JOINTS FACE ''• INTERSECTIONS 4-16d COMMO EA.SIDE NAIL LEDGER ' STUD TO 24" FACE O c GIRDER/HEADERi () CONCRETE PIER STUD ,•• 2-16d COMMO O.C. NAIL HEADER TO 16"O.C_ FACE WOOD JOIST WOOD JOIST ••'•• HEADER 16d COMMON ALONG EDGES NAIL +•• TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END PLATE TO STUD 3-16d COMMOP PER 2x6 STUD NAIL BOTTOM PLATE TO: Q 1- DOUBLE 2x PEP, °rl FLUSH JOISTS WITH HEADER/GIRDER FLOOR JOIST,BAND JOIST, 2-16d COMMO FOOT FACE NAIL 0 z CEILING JOIST TO BLDG.CONNECTION (MINIMUM) END JOIST OR BLOCKING ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH FOR HEADER HEADER/GtRDER-TO-POST CONNECTION LEDGER TO BE CONNECTED TO BLDG.USING 112"DIA.BOLTS @1610C WITH WASHERS THE PROPER STEEL CONNECTOR, ( OR BEAM LOCATION I USP NUMBER DESCRIPTION APPLICATION z ~ IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS I z TO ALLOW FOR SHRINKAGE. ROD j) (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE Q W REQUIRED FOR STU (3)SwAS PAU66 OR WE66'POST 1 SEAM ANCHOP'APPLY TO EACH PIE {� DECK FRAMING: Lo O FLASHING TUCKED UNDER jl NA11 NAIL N (V TOP PIECE OF SIDING AND JOINT DESCRIPTION QTY. SPACING NOTES O LAPPED OVER FIRST CONITIN. JOIST TO: PER TOE PIECE OF SIDING SELO W 4-Sd COMMON THREADED ROD ;ILL,TOP OR GIRDER JOIST NAIL BRIDGING EACH TOE 1/2"DIA.LAG BOLTS W/WASHERS CNW COUPLER NUT TO JOIST 2-8d COMMOI, END NIL •}J.���j(�� CONNECTED TO BLDG.0.16"CC POST BLOCKING EACH TOE WJ W MINIMUM TO JOIST 2-Sd COMMON END NAIL WOOD JOIST -. END DISTANCE .'. BLOCKING TO: EACH 3-lbd LOMM 5 f9 j BLOCKING _ p A' SILL OR TOP PLATE BLOCI{� t�;,,�. t' FLOOR FRAMING a LEDTO BEAMP �T^ y ,. A11 1 - MINIM M s 3-16d COMMO 2x JOISTS o�,o a ENa NCE 12"xl2"x12" f 'a JOIST ON LEDGER T r WOOD GIRDER '"r:1'• ;g: CONCRETE FOOTING °+`° .°+`°. TO BEAM 3-Sd COMMONg/,��E+ .� DRAWN: MH/NIS BLOCKING FOR JOIST HANGER BAND JOIST 3-lbd COMM A�1� -".r e t f'► A� SCALE: 114^=1'-0's >' ' TO JOIST JOTS#: BAND JOIST TO: R , HOLLOW COLUMN UPLIFT 2-16d COfvIMO �' i LAG BOLTS p i :' '- �., RIM JOIST/BD. SILL OR TOP PLATE T ;! ,�,., r.•s n ' February 22,2012 O ° SIMPSON STRONG TIE MODEL MPI/2 } t P) DECK POST FTG.CONNECTION vs"x•t '} SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFACTURE'S RECOMENDAT101N5 ^.+y SHEET NUMBER: PRO'JIDE BLOCKING BF'1WfEN JOISTS THAT ARE SPICED AND LOCATION! USP NUMBER DESCRIPTION APPLICATLON p'y4,�i�"" DECK/PORCH LEDGER CONNECTION USE WITH RT70 TYDOWN ANCHORS 4X4 POST PAU44 OR WE44 IPOST/BEAM ANCHOR APPLY TO EACH FOOTING i;', r, '4 ^6'>�y'�'". .' - 6X6 POST PAU66 OR WE66 1POST/BEAM ANCHOR APPLY TO EACH FOOTIN ._r"tw"*;r d�"a PAI'MR TO TRUCE AND P#IINT ALL DOOR EDGES TO MAtNTATPI CONTRACTOR SHALL NOTtFI ARCHITECT OF AP4y D%CREP"ACTS BETWEEN THE 4RAWS41G5,THE 54ECIEtCAT40PIS.A48D THE FIELD COS8DtT40"35,ASdD SHALL REt2tSE5T CLAAffSCATiOi-1 SEFC3RE COMMENCt4SG WCSRK.C014TRACT0P SHXLJ VERtN ALL GENERAL CONTRACTOR TO COORDINATE t'1Ec,1NG WTH OWNERS FOR APPROVAL OF ALL tsFSEQAL CONTRACTOR SHALL nE RESPONSiai-F FOR ALL f:"�Sf1_V4NG DEPARTMENT I1SSPSC71ONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDTTIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO R.ECEiVINS FINAL PAYMENT FROM OWNERS. REVISIONS INCOMBUSTIBLE ROAR SEALANT EWE LINER AIRSPACE BACKER ROD CHIMNEY ti, AND SEALANT CRICKET \ CONCRETE CA COMPRESSIBLE FILLER •`� II ll lm ANCHOR CONCRETE WENN CONCRETE CROWN 't it 11 COUNTERFLASHINCr-�� ��— CAP BASE FLASHING — — _ FUSHIN CRICKET FLUE 14s ROOF FELT VENT LINER VENT 5j' pll AIRSPACE j• I11 4"MIIN. IF SHEET I � SHINGLES ?RICK _ \,. METAL 11 11 OR LATH WOOD SHEATHING SUPPORT ATTIC FIREPROOF FILL 2"NONMETALLIC DETAILAT CHIMNEY INCOMBUSTIBI E FIIL FIRE CLAY INSTALLATION OF WOOD FRAMING BRICK CHIMNEY CONCEALED BRICK CHIMNEY EXPOSED •.•� MANT FLUE LINER MEMBERS AT CHIMNEY BEHIND STUD WALL i SMOKE CHAMB ER MASONRY SECOND NONCOMBUSTIBLE FLOOR FIRE CLAY FIRESTOPPING TO FLUE LINER V BELOW BOTTOM DOUBLE LINTEL DAMPER FIREBRICK OF JOIST HEADER O FIREBRICK N INCLINED BACK WAL SMOKE SHELF ,m- - r 21 STR 6 - UCTURAL SMOKE CHAMBER Y 1^=''. .Ir. SUPPORT FOR LINTEL FIRE CLAY 2" PAR K r,;., FLUE LINER 8"MIN •" (TYP.) WALL SMOKE ) i CANTILEVER Iv w-A �•: SHELF /•I- FIRE BRICK VERTICAL HACK WAL U Z DAMPE INCLINED AIR DIFFUSER ASH DUMP m Z 1-0 NONCOMBUSTIBLE BACK WALL FIRESTOPPING TO 1" DOUBLE BELOW BOTTOM Of J0157 p� FIRST FLOOR HEADER FIREBRICK Kr THROAT CHIMNEY FIREPLACE HEARTH SUPPORT RECOMMENDED FOR CHIMNEYS BUILT OF PAN HEAR (INNER AND OUTER) STONE,RUBBLE,ASHLAR,AND ANY POROUS ASH DUMP AIR INTAKE STEEL 10)ST STEEL JOIST DOUBLE � � HEAR MATERIAL HANGER HANGER TRIMMER d ASHPIT STEPPED-PAN THROUGH WALL FLASHING FLOOR FRAMING AT FIREPLACE FIREPLACES BACK TO BACK IN PARTY REINFORCED OUTSIDE CONCRETE �.�—AIR INTAKE CLEAN OUT DOOR 1"EXTERJO SLAB 7 FIREPLACE OPENING IS LESS THAN 6 S.F., PPOVIDE A 16'HEAPTH W/a"EXTENSION OF WHERE TRIM PROJECTS 2"INTERIOR NON C014MSITBLE MATEPIAL ON EACH SIDE MORE THAN 11/2"FROM FACING BASE FOUNDATION ,IF FIREPLACE OPENING IS 6 BASEMENT 12-OR MORE, PROVIDE A 10"HEARTH W/11'EXTENSION DF NCXV-CLIMBUSTIBLE MATERIAL ON EA SIDE If•�����FfffA/MA/MA/MA/^ ASHPIT FOOTING A6"MIN.DIMFNSION OF NON-COMMTFIRLE WHERE TRIM PROJECTS MATERIAL IS RE«neEDARnM=THE FIFE 809 UP TO 11/2"FROM FACING Cl EANOUT IF CDMBUSTBILE MANTLE WI1-1JT PROJECTION Do() OR MORE IS USFD,THEN A 17 MIN.➢IMFNSION OF NON{DMBVST MA PfRIA IS RI 1NIPED TYPICAL FIREPLACE FRAMING DETAIL -- - ABOVE THE FlRE BOXOX 2" FIREPLACE i MI a FIRE CLAY 6 FLUE LINER lP 2 E- NOMINAL 1" MIN W REINFORCED AIRSPACE 9. CONCRETE FOOTIN MIN 1 TYPICAL FIREPLACE SECTION o z 4 SMOKE MIN. VAO CHAMBER LOCATION OF r--+ FIRE CLAY COMBUSTIBLE FLUE LINER ftRFPLACF TRIM g" MIN. NOMINAL SMOKE AIRSPACE DAMPE SHELF 8" WITH MIN. 16" FIREPLACE CLEARANCE FIREPLACE CLEARANCE SMOKE PARGING MIN. TO COMBUSTIBLE MATERIAL <S CHAMBER Q MANS REEL ANGLE UIREMENTS FIREPLACE HEARTH EXTENSION REQ HIGH RUMFORD STYLE CONVENTIONAL STYLE F� � FORME SMOKE DAMPER ,'�' W Ili FIREBOX WALLS GENERAL MASONRY FIREBOXES SHALL BE CONSTRUCTED OF SOLID MASONRY UNITS,HOLLOW G PARGING FIREBRICK MASONRY CHIMNEYS SHALL BE CONSTRUCTED,ANCHORED,SUPPORT AND REINFORCED MASONRY UNITS GROUTED SOLID.STONE OR CONCRETE.WHEN LINING OF FIREBRICK x A STEEL AS REQUIRED INji'AP7'£R IOAND APRICA8D£PROVIfloM OF Cl IAPT£R 3.4 AIND60F AT LEAST 2 INCHES IN THICKNESS IS PROVIDED,THE MINIMUM THICKNESS OF BACK AND C3 ANGL S v c ,DURABLE,SIDfAITIAl SMOKE-rQNSTTIGHT T N D CAPABLE OF SHALL I STRUCTURALLY' SIDE WALLS SHALL EACH BE 8 INCHES OF SOLID MASONRY,INCLUDING THE UNiNG.THE _ •,I { .;S SOUND,DURABLE,SMOKE•TIGHT AND CAPABLE OF CONVEYING FLUE GASES TO THE WIDTH OF JOINTS BETWEEN FIREBRICKS SHALL NOT BE GREATER THAN 1/4 INCH.WHEN ; EXTERIOR SAFF,LY- RECTANGLE fl UE LINING 'sf NO LINING IS PROVIDED,THE TOTAL MINIMUM THICKNESS OF BALK AND SIDE WALLS SHAI 1. . FIREBOX CORBELING BE 10 INCHES Of SOLID MASONRY.FIREBRICK SHALL CONFORM TO ASTM C 27 OR C 1261 r• (STANDARD) MASONRY CHIMNEYS SHALL NOT BE CORBELED MORETHAN ONE-HALF OF TIHE CHIMNEY'S AND SHALL BE LAID WITH MEDIUM-DUTY REFRACTORY MORTAR CONFORMING TO AR FIREBRICK + HEART WALL THICKNESS FROM THE WALL OR FOUNDATION,NOR SHALL A CHIMNEW BE CORBELED ASTM C 199. *¢,[ FROM A WALL OR FOUNDATION THAT IS LESS THAN 12 INCHES 1N THICKNESS UNLESS IT FIREBOX DIMENSIONS '. IN A B T PROJECTS FQUAILY ON EACH SIDE OF THE WALL,EXCEPT THAT ON THE SECOND STORY THE FIREBOX OF A CONCRETE OR MASONRY FIREPLACE SHALL HAVE A MINIMUM DEPTH OF ; '' 51 8-12' 8-1 2" 3 4" OF A TWO-STORY DWELLING,CORBELING OF CHIMNEYS ON THE EXTERIOR OF THE 20 INCHES.THE THROAT SHALL NOT BE LESS THAN 8 INCHES ABOVE THE FIREPLACE OPENING. 7 B ?♦ _ ENCLOSING WALLS MAY EQUAL THE WALL THICKNESS-THE PROJECTION OF AL SINGLE THE THROAT OPENING SHALL NOT BE LESS THAN 41NCHES IN DEPTH-THE CROSS-SECTIONAL 79 8-1 13" " - COURSE SHALL NOT EXCEED ONUHALf THE UNIT HEIGHT OR ONE-THIRD OF THE UNIT AREA OF THE PASSAGEWAY ABOVE THE FIREBOX,INCLUDING THE THROAT,DAMPER AND t 108 R-1 18" " FIREBO "0 232 t HEART BED DEPTH,WHICHEVER 15 LESS. SMOKE CHAMBER SHALL NOT BE LESS THAN THE CROSS-SECTIONAL AREA OF THE FLUE. m 125 13" 13" 7 8` :J INLET REINFORCED CONCIZ - CHANGES IN DIMENSION EXCEPTION:RUMFORD FIREPLACES SHALL BE PERMITTED,PROVIDED THAT THE DEPTH OF THE +°, 168 3" 17- 4" GRILLE SLAB WITHIN CHIMNEY WALL OR CHIMNEY FLUE LINING SHALL NOT CHANGE IN SIZE CDR SHAPE FIREPLACE 15 AT LEAST 12 INCHES AND ONE-THIRD OF THE WIDTH OF THE FIREPLACE OPENING, ET - V:9THiN 6 INCHES ABOVE OR BELOW WHERE THE CHIMNEY PASSES TI JROUGH FLOOR THAT THE THROAT IS AT LEAST 12 INCHES ABOVE THE LINTEL AND IS AT LEAST 1120 THE 27" 2 2" t 29""t-t 4"4 O - - COMPONENTS,CEILING COMPONENTS OR ROOF COMPONENTS. CROSS-SECTIONAL AREA OF THE FIREPLACE OPENING. _ 1-3 R" SMOKE CHAMBER t,. '` 338 21T' 24• 1-1 2" NOMINAL 1" TERMINATION ''.'7"�:` ": REINFORCED LAZE AIRSPACE WTH CHIMNEYS SHALL EXTEND AT LEAST 2 FEET HIGHER THAN XW PORTION OF AA BUILDING SMOI;E CHAMBER WAL45 SMALL CONSTRUCTED OF SOLID CONCRETE. UNITS,HOLLOW G I 420 24" 24` 1-5 8" SLAB .��, 51D1= SEGT1011 NONCOMBUSTIBLE WITHIN ib FEET BUT SHALL NOT BE LESS THAN 3 FEET ABOVE THE HIGHEST POINT MASONRY UNITS GROUTED SOLID.STONE OR REINFORCED CONCRETE,CORBELING OF INSULATION WHERE THE CHIMNEY PASSES THROUGH THE ROOF. MASONRY UNITS SHALL NOT LEAVE UNIT CORES EXPOSED TO THE INSIDE OF THE SMOKE AIR PASSAGE NOMINAL 1" CHAMBER.WHEN LINING OF VIRTRIFIED CLAY AT LEAST 5/6 INCH THICK,IS PROVIDED, WALL THICKNESS J AIRSPACE WITH MASONRY CHIMNEY WALLS SHALL BE CONSTRUCTED OF SOLID MASONRY UNITS OR HOLLOW THE TOTAL MINIMUM THICKNESS OF FRONT,BACK AND SIDE WALLS SHALL BE 6 INCHES H SIDE SECTION NONCOMBUSTIBLE FIRE CLAY MASONRY UNITS GROUTED SOLID WITH NOT LESS THAN 4-INCH NOMINAL THICKNESS. OF SOLID MASONRY,INCLUDING THE LINING.FIREBRICK SHALL CONFORM TO ASFM C 27 G I io r4 < >_ INSULATION f '1 FLUE LINER I r FLUE LINING(MATERIAL OR C TM AND SHALL E LAID WITH MEDIUM-DUTY REFRACTORY MORTAR CONFORMING ,��-.� • O MASONRY CHIMNEYS SMALL BE LINED.CLAY FLUE LININGS SHALL COMPL'f WITH THE TO A;SM C 733.WHERE NO L5N1NG IS PROVtDE4.TH£TOTA1 f,M1tSiitdUM THICKNESS Of z f REQUIREMENTS OF ASFM C 315 OR EQUIVALENT. FRONT,BACK AND SIDE WALLS SHALL BE 8 INCHES OF SOLID MASONRY-WHEN INSIDE RECTANGLE FLUE LINING 7 f SURFACE OF THE SMOKE CHAMBER IS FORMED BY CORBELING MASONRY,THE INSIDE SURFACE 1 (MODULAR) Z Z FIRE CLAY f l INLET EINUTSS TO MASONRY CHIMNEYS SHALL ENTER FROM THE SIDE,INLEIS SHALL HAVE St[ALL BE PARGED SMOOTt1. FLUE LINER�"�j 7 ATHIMBLE OF FIRECLAY,RIGID REFRACTORY MATERIAL OR METAL THAT WILL PREVENT HEARTH AND HEARTH EXTENSION AREA �L .IN. A B T ] Q LLI IF THE CONNECTOR.FROM PULLING OUT THE INLET OR FROM EXTENDING BEYOND THE MASONRY FIREPLACE HEART[IS AND HEARTH EXTENSIONS SHALL BE CONSTRUCTED 1� I IF OF CONCRETE OR MASONRY,SUPPORTED BY NONCOMBUSTIBLE MATERIALS,AND 57 7-1 " id " 3 4" n/ WALL Of THE LINER- 0 i i CHAMBER ASH:DUMPCLEANOUT Rf1NFORCEDTOCARRYTHEIROWiSWEIGI-TT AND ALLIM7'OSSEDLOADS.N0001148US716LE 87 11-1Z"11.1 78 HLo CLEANOUT OPENINGS LOCATED WITHIN FOUNDATION WALLS BELOW FIRFBIOXES,WHFN MATERIAL SHALL REMAIN AGAINST UNDERSIDE OF HEARTHS AND HEARTH EXTENSIONS O PROVIDED,SHALL BE EQUIPPED WITH FERROUS METAL OR MASONRY DOORS AND SHALL AFTER CONSTRUCTION. J 62 l l-1 2"15-1 2" SMOKE FRAMES CONSTRUCTED TO REMAIN TIGHTLY CLOSED EXCEPT WHEN IN USE.CLEANOUTS HEARTH HEARTH EXTENSION DIMENSIONSSHALL SMOKE AT LEAST INCHES IN FRONT OF AND AT LEAST 162 CHAMBER SHALL BE ACCESSIBLE AND LOCATED SO THAT ASH REMOVAL WILL NOT CREATE A 208 15-1 "19-1 7'1-1 4" HAZARD TO COMBUSTIBLE MATERIALS. 8 INCHES BEYOND EACH SIDE OF THE FIREPLACE OPENING.WHERE THE FIREPLACE CONVENTIONAL SINGLE-FACE 262 19-1 2"19-1 2"1-3 8" CHIMNEY CLEARANCES OPENING IS 6 SQUARE FEET OR LARGER,THE HEARTH EXTENSION SHALL EXTEND AT FIREPLACE DIMENSIONS AN.) LEAST 20 INCHES IN FRONT AND AT LEAST 12 INCHES BEYOND EACH SIDE OF THE FIRE- FINISHED FIREPLACE ROUGn 329 9-12'2-1 2"1-1 2" • DAMPER ANY PORTION OF A MASONRY CHIMNEY LOCATED IN THE INTERIOR OF THIS BUILDING PLACE OPENING. OPENING eRTCPWOPI< 8S 23-1 2"23- "1-5 8" !�1 HIGH OR WITHIN THE EXTERIOR WALL OF THE BUILDING SHAI-1 HAVE A MINIMUM AIR SPACE FORMFD CLEARANCE TO COMBUSTIBLES OF 2 INCHES.CHIMNEYS LOCATED ENTIRELY OUTSIDE FIREPLACE CLEARANCE A B C D E F H ] h/1 DAMPER STEEL ANGLE THE EXTERIOR WALLS OF THE BUILDING,INCLUDING CHMNEYS THAT PASS TFHROLGH ALL WOOD BEAMS,JOISTS,STUDS AND OTHER COMBUSTIBLE MATERIAL SHALL HAVE A 1 RUMFORD SINGLE-FACE 24 24 Ifi 11 14 18 32 10 19 ATHE SOFFIT CORNICE,SHALL HAVE A MINIMUM AIR CLEARANCE OF 1 INCH.THE AIR CLEARANCE Of NOT LESS THAN 2 INCHENCHESS FROM THE FRONT FACES AND SIDES OF MASONRY FIREPLACE DIMENSIONS(IN.) STEEL ANGLE SPACE SHALL NOT BE FILLED,EXCEPT TO PROVIDE FIRE BLOCKING IN ACCORDANCE FIREPLACES AND NOT LESS THAN 4 INCHES FROM THE BACK FACES OF MASONRY Zfi 24 Ifi 13 14 l8 34 1 ZI - O FIREPLACES.THE AIR SPACE SHALL NOT BE FILLED,EXCEPT TO PROVIDE FlRE BLOCKING FINIvrE➢AREPLA(2 ROUGH 28 24 6 15 14 1R 36 12 21 WITH SECTION R1001.16 OF N.Y.S.RESIDENTIAL CODE- IN ACCORDANCE WITH SECTION R1003.13 Of N.Y.S.RES.CODE. oFENtrvc awrn CHIMNEY CRICKET EXCEPTION: A 0 C D E F H I 3 3 29 16 17 t4 23 38 13 24 i, -* ' CHIMNEYS SHALL BE PROVIDED WITH CRICKETS WHEN DIMENSION PARALLEL TO THE 1).MASONRY FIREPLACES LISTED AND LABELED FOR USE IN CONTACT WITH COMBUSTIBLES 32 29 tb t9 t4 23 40 l4 24 ;. �",ye0U1VET� }NGg 36 32 16 J§ 6 28 44 14 27 RIDGELINE IS GREATER THAN 30 INCHES AND DOES NOT INTERSECT THE RIDtGELINE.THE IN ACCORDANCE WITH UL 127 AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S 40 a 16 16 I6 28 48 16 29 36 29 16 23Is i .#� INTERSECTION OF THE CRICKET AND THE CHIMNEY SHALL BE FLASHED AND,COUNTER- INSTALLATION INSTRUCTIONS ARE PERMITTED TO HAVE COMBUSTIBLE MATERIAL IN 40 29 16 27 14 23 48 16 29 Y :rp 1 A F,L it FLASHED IN THE SAME MANNER AS NORMAL ROOF-CHIMNEY INTERSECTIONS.CRICKETS CONTACT WITH THEIR EXTERIOR SURFACES. 4D 37 16 16 16 33 4R t5 29 4" •, ,,'�'4i DRAWN: MH/MS SHALL BE CONSTRUCTED 1N COMI'UANCE VC9TH N.Y.S.RES_CODE- 2).WHEN MASONRY FIREPLACES ARE PART OF CONCRETE WALLS,COMBUSTIBLE MATERIALS 40 40 20 20 20 32 48 16 292 32 16 29 16124150117 32 'I y FOOTINGS AND FOUNDATION SHALL NOT BE IN CONTACT WITH THE MASONRY OR CONCRETE WALLS IfSS THAN 12 INCHES 4R 3 16 Ifi 16 33 56 18 3 48 32 18 33 16 24 56 Z2 7 ° s SCALE: 1/4"=1'-0" FOUNDATIONS FOR MASONRY FIREPLACES AND THEIR CHIMNEYS SHALL BE,CONSTRUCTED FROM THE INSIDE SURFACE OF THE NEAREST FIREBOX LINING. 54 37 2 37 6 2 8 26 45 '1 d�?0°'�-SY 2'-" r„ OF CONCRETE OR SOLID MASONRY AT LEAST 12 INCHES THICK AND SHALL"TEND AT LEAST 3).EXPOSED COMBUSTIBLE TRIM AND THE EDGES OF SHEATHING MATERIALS SUCH AS WOOD 48 40 20 20 20 3 56 IS 36 44!'m JOB#: fi 37 2 4 16 29 26 45 b INCHES BFYOND THE FACE OF THE FIREPLACE OR SUPPORT WALL ON ALL SIDES. SIDING,FLOORING AND DRYWALL SHALL BE PERMITTED TO ABUT THE MASONRY FIREPLACE 4P 48 20 20 20 40 56 18 36 E FOOTINGS SHALL BE FOUNDED ON NATURAL,UNDISTURBED EARTH OR ENGINEERED FILL SIDE WALLS AND HEARTH EXTENSION 1N ACCORDANCE WITH N.Y.S.RfS.CODE FIGURE R1003.12, 54 40 20 20 20 32 66 2 45 60 40 2 42 18 30 72 26 45 Fehft131'y 22,2�12 h �+ BELOW FROST DEPTH. PROVIDED SUCH COMBUSTIBLE TRIM OR SHEATHING IS A MINIMUM OF 12 INCHES FROM THE 7 40 2 54 18 30 84 32 56 A2,9f� _ d p- 'f SI"IEET NUMBER: FLASHING INSIDE SURFACE Of THE NEAREST FIREBOX LINING 54 48 20 20120140166 23 45 1d' FRONT ELEVATION FRONT ELEVATION ALL FLASHING FOR FIREPLACE AND CHIMNEY IS TD BE LEAD OR LEAD COATED COPPER 4).EXPOS`D COMBUSTIBLE MN IERIALS OR TRIM MAY BF PLACED DIRECTLY 0141 HE FIREPLACE 5154 2 0 20 46 66 Zl 42 84 4 24 64 18 30 96 6 61 433 24 t-5 8" 22'+Ss �; UNLESS OTHERWISE INSTRUCTED.EMBED FLASHING BETWEEN THE CHIMNEH AND THE ROOF FRONT SURROUNDING THE FIREPLACE OPENING,PROVIDED SUCH COMBUSTIBLE MATERIALS1201201401796 40 2a 76 18 30 t08 42 75 ' S+d'";:"7."'' 60 48 202 24 45 +"`.'• AND UNDER THE ROOFING MATERIAL TO PREVENT RAIN FROM LEAKING BETWEEN THE SHALL NOT BE PLACED WITHIN 6 INCHES OF A FIREPLACE OPENING-COMBUSTIBLE MATERIAL •. Y ;'�.+'f;�ykl r�+ CONVENTIONAL FIREPLACE RUMFORD FIREPLACE ROOF AND THE CHIMNEY. WITHIN 12 INCHES OF THE FIREPLACE OPENING SHALL NOT PROJECT MORE THAN V81NCH FOR EACH I INCH DISTANCE FROM SUCH AN OPENING. ' S'`^N'6S A NGS THE SPEC1f1CAT10NS,AND THE FIELD COtiDIT70415.A45b SHALL REQUEST CURIftCATtON BEFORE COMMENCING WORM CONTRACTOR SHhli VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEET',NG USTµ OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE:RESPONSJBLE FOR ALL BUtU:ANG LEPARTMENT INSPECTIONS A11011011114 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY D15CREPA"SCIES$EP,YIEEN THE DR WS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE.INCLUDING BUILDING AND SITE CLEARANCES FOR DELNERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENC1fMENT OR CONTINUATION OF WORK RCX1Gµ ELECTRIC.PLUH6IN5.AND µWAG PRIOR TO MSULATING AND SµEETROGICING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYHE911T FROM OWNERS. REVISIONS ��T«E 4f<LL £Aa Z�CGT 315OUARE AI 21 uPLL JiQ Ii l)lil� �+ FAN SUARD _ � nGH�71,IUPIL K h I WAY 11111L11:11' j 11,IRaR 11 CK-SEATED REEPIGE' T_ LVE ]BELCYII GRADE EXTEND h> OIp t b"flEYD�L'k!r,.;y PR73ND S4pL V4EJS1 Sl'OE VLE'S4 FRONT V4ESL{ c,�`FF < wA �"' 6'THI.�.K-PAD-EXTEND .11 R ERANi&IDTION LINEA. iONBACKBIDEOfuLGW �LUCTIN WALLBEIIUEEFI9TUDSJ •g b'0E,OND UNIT 4L dROWVD WITH 1 MIL 11REERI,aERANTL1411D UNE - UNIT WALL MOUNTED RETURN AIR GRILLE DETAIL A-L6�"AREGHT G A 6 WITH MOISTURE ;ND 4rORfIL1ER-DRYERDOR-POWBE ANC RENRN Alfa PLEWM CONTROL COND dtAM >" AIR-COOLED CONDENSING UN4T CDNDEN6A FPPE � TO GRADE R LOWER �' - SLAB MOUNTED AT GRADE NDENgdTE� E,E WALL MOUNTED SUPPLY NT.6, ti m DUCT EEALPR REGISTER DETAIL P`''� CLA`ff' NOTi[J6GALE ,, AiR CONDITIONING SYSTEM DETAIL U 17 t-H DIFFUSER PATTERNS WITH VERTICAL AIR WANDLIN , UNIT 1�d , wl_r^an+wlrN Nor ra scALE N-s, rsj M AIR 1#dNDLW 1INIT CR J AOa'bTY4L CONDENSING UNIT MOUNTED AT GRADE v Z y INCH RECtANGULAR TO R.�IND SUPPLY AR MAIN N.T S N `L� O 1•Rn AIR CONCIT`� ING UNIT LIMNS CONNECTION A6 INDICATED D,J ,E THICKNE- CJOLMG COIL I LOW vELfYli,'WCT PXaNIf-v---- GRAIN PAN - fry v J SECTION W:A^A^N}6tICAL L:,:'f:5 WAX 4 CUCT DIA. P"� Lyj ¢ Yi M99A G'=E 4;f4'. FULL SIZE ON UNIT CONNECtION. RIG,O plACi pV`NAArk Tp Ky U �+ 1_,BLE DUCT RUNOUT 6 V _ ENGTH b'-0'I D O AIR V I l JA/9JX AIR EL- zY }ti J r"n CONI vOWME 0.Qll K �4- I CONTROL DAADAPTFASTEN4' LINEAR DIF0.KFR���TO CONCENSATE PIMP TnuCT caNNE�'T_ DUCTNECTOR OROONNECTION N&,DRAIN FLWi NOTE.DIMENSIJN°'%AND'T'AREE.�uALTJ CONDENSATE DRAIN DETAIL cFn.tAIN �n1xwNOT TO ea.ALE LINEAR DIFFUSER CONNECTION TERMINAL BOX CONNECTION UNEQUAL SPLITNOT TO SIJ LEDUCT TEE CONNECTION DETAIL,SIJPPI_Y A.MAIN NOT TO PALE �¢ " t�rl FLEXar �~ MP TO 3.vy �4 �`�✓ 0 �n� FLD+i Ei KSF15,WL AR ml 3 AIR GRg-y. pq iERM1INAL PIR FLEXIBLE RUNOUT p>•rl+�J DOUBLE THICKNESS Pam'.O'e'LO RNING1A HORIZONTAL AiR HANDLING UNiT WITH u � W V) WAIN r/- Gr;• m *- 1BRANr}! MANATTACA 4£D HOT WATER COIL DETAILTERMINAL AIR UNIT DwT DUCT CONNECTION `vf� �� O�F F EQUAL SPLIT'L"'LZ� NJT1.-A. UP FLOW VERTICAL AIR HANDLING UNITTYPICAL DIFFUSER CONNECTION WiTH ATTACHED HOT WATER COiL DETAIL z N RETURN AIR CJCTOF CRPIN (SI^E OF DUCT CONNECTION) N.t 6.cHCInE EdIAL TO FWAIN RETURN AIR DUCT ACJLLSt1D LIMNS GENERAL NOTES - HVAC ATIC PR SHEEMETAL : /.,' -M1ETK gILm SAM S ALL AROUND .- A. AMSCOPE OF WORKS 4)-SMOOTH TURN RADIUS DUCTWORK OR TURNING VANES SHALL BE USED THROUGH- r� RECTAv'W-ARC �P" OUT IYR I[RE ROVI'LaCEEU,L`O CfM. M'�yyyyyy RCUNC DUCTWORK O FLOW 1).THE CONTRACTOR If RFSPONSITII F FOR ALL WORK MATERIALS AND LIBOR TO IAAPrRrn•ET+ SATISFY A COMPLETE WORKING SYSTEM WHETHER SPECIFIED OR IMPLIED- 51.ALL DUCT JOINTS TO RESEALED IN ACCORDANCE WITH"SMACNA:STANDARDS AIN.,TAND ACCEPTED GOOD PRACTICE. LOCAL Roof DR+�.�_ ACCui,EI LINING 2).ALL\XIORK St IALL BE PERFORMED IN STRICT COK:PLIANCE WILL ALL LOCAL FLooR DRam.:oR '4-ea w+ERE REaLIRED qpf AND STATE CODES AND ALL OTHER REGULLATION GOVERNING WORK OF THIS 6).ALL CONCEALED DUCTWORK SHALL BE INSULATED WITH 1-1/1"FIBER6USS V ~J FLOUR SINK. 1`.'G_�E 45' • NATURE. INSULATING BLANKET WITH ALUMINUM FOIL FACING.SECURE WITH ADHESIVE r-+ cDua HAND APPLIED DIRECTLY TO THE DUCT TAPE IN 4 INCH WIDE STRIPS AROUND THE 3),CONTRACTOR SHALL FIELD VER IFY NS.D`tS ALL DIME AND EXISTING IF A," DUCT ON 12 INCH CENTERS ANDTAPE ALL)OIN TS. W U CONDENSATE DRAIN DETAIL w � D N H CONDDIONSAND RFAEW CONSTRIIS I ION DOCUMFNTS PRIOR TO PROCFFDING .ndx LErrsr•,a o, DaPw 3A.ro sEcuxE 6LEE ITO gAFIWa EXTERNAL INSULATION RETURN AIR WITH ANY WORK WHERE DISCREPENCIES OCCUR BETWEEN THESE DOCUMENTS 7).ALL SUPPLY AND RETURN DUCTWORK 15 FEET DOWN STREAM OF HVAC UNIT WHERE-IRED H slLr_ovE BRANCH HAND AND EXISTING CONDITIONS.THE DISCP.EPENCY SHAII BE REPORTED TO THE D ALL 8T INITERNALLY LINEDWRTH AN ACCOU$TICAL DUCT l'NLR.ACCOUSTIGA! FLEx wcT sEfe.r gHL:rrTEtAL sL.'eve'MIN a4.) MSL�LatED n�Ht HANp nuet vJLunE OWNER AND ARCHITECT If ENGINEER FOR EXPEDITING AND RESOLVE DUCT LININGS SHALL BE I INCH THICK OWENS-CORNING AEROFLEX TYPE 3W ALL aRouND r-oR DUCTs WITH if is SEES/E v Un DArmER COMPLYING WITH FIRE CLASSIFICATION REQUIREMENTS OF NFPA 90A AND 90B MAT.-kk 111E9 ExrERNAL INN1LAr,yy �PRrYf4L RARtI-1 O`AM1 4j.ALL EQUIPMENT AND MATERIALS SHALL 8E APPROVED BY ENGINEER ARCHITECT ADHERE LINER TO DUCT WITH FIRE RESISTANT ADHESIVES AND WELDED PIN fF .EouaLs.1-of-AN--IT UM TO a". AND OWNER. TYPE MECHANICAL FASTENERS AS INDICATED IN S.MACNA STANDARDS,SHEET AD .-T..m'A'� yam BLADE •-E=.u"CTH aF BRANCH.-I uP TO 11' R"Fa¢ALL BRANCH--C LARGER THIN R". METAL DIMENSIONS SHALL BE INCREASED TO ACCOMMODATE LINING THICKNESS �` DA*PEk I:"FOR ALL•BRANCH Ducie L.AR!.ER THAN I]" j 3).ALL WORM,SHALL BE PERFORMED IN A CLEAN AND WORKMANLIKE MANNER.CARE cEaMG SHALL BE EXERCISED TO MINIMIZE ANY INCONVENANCE OR DISTURBANCE TO DUCT PENETRATION THROUGH TYPICAL RETURN AIR TYPICAL SUPPLY AIR OTHER AREAS OF THE BUILDING. 2).CONTRACTOR SHALL INSPECT THE EXISTING DUCTWORK(IF ANY)FOR DEI ECTS NON-FIRE RATED WALL ANDREPORTTOTHEOVJNER,ARCHITECT/ENGINEER ANY DEFICIENCIES PRIOR STAINLESS slE CLATm- BRANCH DUCT Y BRANCH DUCT TAKE-OFF 6).ALL SHUT DOWNS OF EXISTING SYSTEMS SHALL BE SCHEDULED AND APPROVED TO PERFORMING ANY WORK CONTRACTOR SHALL CLEAN ALL EXISTING DUCTWORK -IM TO 0..EXIBLE DUCT �eNa�_FTus NJT TO seALE BRANCH DUCT TAKEOFF NOT TO 60ALF BY THE OWNFR PRIOR TO COMMENCING WITH WORK GRILLES,REGISTERS AND DIFFUSERS PRIOR TO INSALLING THE NEW WORK OUTER JACKET TO HOLD DUCT TIGHT TRUNK.PJCT TYPICAL DIFFUSER CONNECTION 7)CLEAN THE 100 SITE DAILY AND REMOVE FROM PREMISES ANY DIRT AND DEBRIS DRAINAGE PIPING(CONDESATE)- OR EOUIPM1EM CAUSED BY THE PFRFORMANICF OF THE WORK INCLUDED IN THIS CONTRACT. {80T[OH OF DUF,:T CO?LbIECTION) 1).PIPING SHALL 8E SCHEDULE 40 PVC PIPE WITH SOLVENT JOINTS,PITCHED Nor-o buLE TrRN.evEser_DEre,t 8).THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFEKEEPING OF THEIR OWN HORIZONTALLY LINES]'IN IYV.CONDENSATE DRAINS SHALL BE ROUTED S:PPiY AIR DIL"T riExleLE INSLnateD RauiD ^aI" PROPERTY ON THE JOB SITE.OWNER ASSUMES NO RESPONSIBILITY FOR THE TO FLOOR DRAIN OR INDIRECT WASTE DRAIN. DucrwaRK COLLAR PROTECTION OF PROPERTIES AGAINST FIRE,THEFT AND ENVIROMENTAL CONDITIONS. HVACCONTROLS; o iYATED 9).CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRAOES PRIOR FI"''F AuauD c=TA -«a s«EFT TO FABRICATION,PURCHASE AND/OR INSTALLATION OF ALL WORK 1),CONTRACTOR TO SUPPLY AND INSTALL ALL CONTROL WIPING AND THERMOSTATS Br cr•E� _ AS REQUIRED. ^.riloDr_,e s.Aa emanavv sl-RLD uea,.fox e*EF_aBa*. usE THs c>_la.` LL eRdN T"ERM'RS Ecrral eHe,ro w bTEEL JOIb- y' e.s aNE= w,rrT•� .. L ELECTRICAL • Ns wR IE sF<E �E Tens oEs^ 1).THE CONTRACTOR.SHM L SECURE ALL NECESSARY PERMITS AND/OR ubE TILLS rr_rHco uFSNEva W.-s JT u;BeE RcunD is APPLICATIONS AND PAY ANY AND ALL FEES FOR RELATED PROJECT WORK 1).CONTRACTOR TO COORDINATE WITH ELECTRICAL CONTRACTOR FOR LOCATION bTA,VLESS SrEEI OLAMP _Pn E DWEO TyaElu=R R'D.LLL 1«cEPD •'U U9?AN3 t31�Y 'ITI�s ALLA fIO" ySF THI°�� --I- ROUND ARAN-TAKELIFF -APPLIED TO FLE 15LE °IRAT-s TI''� eEE r'R�ffOT LRAJm,dv coR Ew�kFA*1 Oa Rd,u 90h1 Fw,�FE _ o+nw,B SHOP DRAWINGS: OF UTRfNG FOR EACH HVAC UNtT. DUCT UUEF 'r'aL ""'�"`s;-E cN_N. PIPE SUPPORTS 1).CONTRACTOR SHALL SUBMIT A MATERIAL UST AND SHOP DRAWINGS FORMAJCM O } TYPICAL FLEXIBLE DUCT CONNECTION °"� DRAWINGS BELEDW�cRSQ7RAPFAddALALl 1)-Au,4WORK WORKMANLIKE MANNER THEUSROM }5E2U5L35NGTTETAL SAEflsA5aUP •rl Z O1I!'r wcr ` ROUND 90 ELBOW 6auARE�O ELBOW RauNn x ELBOW 6DUAREa BJ3PW DRAWINGS SUBMITTED SHALL BE CIURII'LIBELED AND WORKMANLIKE MANNCR THE USE OF UL'IRE OR METAL STRAP TO SUPPORT *' PIPES WILL NOT BE PERMITTED.SPACING OF PIPE SUPPORTS SHALL N07 EXCEED i•�1 CONSTRUCTION OF%0 ELBOWS CONSTRUCTION OF 4s•ELBOUI5 FLEXIBLE TYPE DUCT: B TEET FOR ALL PIPING.PLASTIC PIPING TO BE SUPPORTED EVERY 4 FEET. a..1..1 TIraN vPNEseE °RAv-a- {^: z �j SiN<r F REGTAN.SVd.dR IXl0'f Trt1LTiPLE GVCT Ri1N5 ON TRAFESE AlAN:sER3 ETUL TI-I±SHEET L L x-"NWT-c Ex_EBD n�" 1).DUCT SHALL BE OF TWO(21 ELEMENT SPIRAL CONSTRUCTION COMPOSED OF A MISCELLANEOUS- ]'xY x z b'eNGLE.UHERE b b+,aLL Be b11FTG,t=_c IT yLJf'E H.T r0 Ex!Kb R^TwusuLAR C�n sa'^�D ' CJNNECTION To 5TRU.^-TL'RAL SUPPCRTINS,'IEMeER TD HE THE SAME FOR-ATICAL.DIAGJNAL.. -N.n�ESb THdn,csT o c I•N.' I IN Du.11D DIET CORROSION RESISTANT METAL SUPPORTING SPIRAL AND COATED FABRIC WITH LCMGITIGNAL L'A 6FF 6^.HEDLLE %" �^"G�e" s nIR A MINERAL BASE FLtMETI,DUCT CONNECTORS SHALL BE LISTED BY UL,CUSS 1 I).1 HE COKIRAC1 OR SHALL SPRAY PAINT'THE INSIDE Of DUC1 BLACK.BEHIND ALL C MmIATE (`-lY� s�ualxE BRANcu TAKEJFF pL5CT5 ANR Sk4AL{.NAJE A FLA?1.4 SPREAD R0.TIMG N6T EY,CEE495NG 25 AND A GRILLES Am RECASTERR:- ^ G JCR ^ CONSTRICTION OE FRANC.TAKEOFFS FROM MAIN SMOKE DEVELOPED RATING NOT EXCEEDING 50. L(^Jl (('� w 2).ALL EXTERIOR OPENINGS TO BE PROPERLY CAULKED AND 5FALFD WITH A SEALANT O W`T R'sEReEE TTPIC,eL RECTANGW-AR TRAN6mON TYPICAL RECTANGULaa TO ROUND TRANSITION 2).FLEXIBLE DUCTWORK SHALL BE RATED CLASS 1,WHEN TESTED UNDER THE OF HIGH QUALITY AND LONG LIFE,TO PREVENT INFILTRATION OF OUTSIDE AIR ' N s"AT VAN AL:TALLATION NCTES REQUIREMENTS OF UL 187 FLEXIBLE DUCT SHALL NOT EXCEED RY 16)FEET INTO CONDITIONED SPACE. A--I-N.user IN LEGTH.FLEX DUCT SHALL BE EQUALTO CERTAINTEED'CERTAFLIX"G25 U Tu y WCT ` E!WEP nPK B:EE.! �Eaz PANE_ J va"� N ^r.Knn IK= P FLEXIBLE HOSE PREINSUUTED WITH 1-1/21NCH THICK FIBERGALSS INSULATION 3).COORDINATE INSTALLATION OF ALL ROOF FLASHING AT ROOF PENTRATICJPJ. - m H IF F!-HEDUI F ANaLE s>rN sroE6 D<Lrx saaBu ate_el..�e�„w,n,ns s ..r, _se crr a vss WITH POLYETHYLENE LACKEY.HOSE SMALL BE POYIESTER WITH EMBEDDED o LoupmIDIN<L 1' °E r�arnr E'-c"-N _uB n ttPICAL 6PLITTER DAMPER HELICAL STEELVAP1. 4).VERILY ALLFK.UIRF_S,CONDEMNS AND MMENSLONS AT 1011 SITE. HOR IZONtAL E ONE EA,SIDE OE 11wuCTUaFO P _ wcT+FS a«'vr_L-au�P--3r dNeLE3 Pi E:rezr SEE 9^_HEWLE nBIBLE Flr=KB+A CJuuECfi.TN CCUBLE s DUCT.FOR slzE TURN®TRdP --► � NX IN L��'Ij bPRMG _ Acrms BLAxro au�,a^x� � s x e 3).HVAC UNIT FLEXIBLE DUCT'CONNECTORS SHALL BE A MINIMUM OF SIX i61 INCHES 5).THE CONTRACTOR SHALL VERIFY ME ACTUAL DIMENSIONS OF HVAC EQUIPMENT t , SEE SCHEDULE A V Rmw LONG AND HELD IN PUCE WITH HEAVY METAL BANDS,SECURELY ATTATCHED TO TOP THAT THE EQUIPMENT WILL FIT IN THE AVAILARLE SPACE. Q rpL/N DOTED) xIF SAGE brRAP • Is• .F�r N P 1-U .eL PREVENT ANY LEAKAGE AT TFLE CONNECTION POINTS.FLEXIBLE CONNECTIONS SHALL BE FABRICATED FROM APPROVED FLAME PROOF FABRIC CONFORMING TO NFPA 90A. TESTING AND BALANCING: see•jar I�n._. v.:REUB SEAL NnE dneR �w srRUenceat owr «� ca,sbfr_,.aa IN.v L-+e_„ac'�vma'•�'�R" A$BETTOS CLOTH IS NOT ACCEPTABLE i y D �eO..Ts -�TL�T"" W.RESER PvntE ,,,,, rt�PR, #y b 1j.THE HVAC SYSTEM SHALL BE TESTED AND BALANCED BY AN IN,QR,�NDAt(T+ NCY, S u w a C PLANS Eas elzE `• 4).CONTRACTOR SHALL BE CAREFUL SO AS NOT TO KINK OR COLLAPSE FLEXIBLE DUCT. UNDER THE SUPERVISION OF A LICENSED PROFFESSICI Fit. i'a a E a curt glzE DwT ROUND DUCT aN,LE sTuw .I.Wr.i RRE oAr�Fea H�xamaw�LrT..x oob NPE WRITTEN REPORT SHALL BE SUBMITTED TO TiJE i''i"}�Tf.-CT/E s t u' RISER SUPPORT orETaPrMs sHATr DUCT WORK FO0.REVIFW AND APPROVAL. W 1 Y O g FJR BOLT eFRIN3 A. Emu F,�R GUADRANr Wla BeFxe ANc],a Ariee " � trML 2 slM SEE DETAIL OF TURN VANES NOR12oNTAL vER71CAL ^Jr"R 1).ALL DUCTWORK SHALL BE GALVANIZED SHEET METAL FABRICATED AND GUARANTEE: ,�" �•• m w� SCHEDULE 6rarRnbrt Xb'eL�p w ME G.-'f. �h$S tTYIC<L FIRE DAMPER nPicAL VOLUME Dar+FER IN ALLIED IN ACCORDANCE WITH ASHRAE STANDARDS AND 5MACNA"HVAC DUCT 'f '° f a HANGER AND SUPPORT DETAILS FOR x` �=' CONSTRUCTION STANDARDS"EXCEPT THAT DUCTWORK SHALL BE A MINIMUM 1).MATERIALS,EQUIPMENT AND INSTALU A //�,, 1' +a.• 11 NSN<erFeRrmu.e-n6.u�+°:WPAL.sH THICKNESS Of24GAUGE, PERIOD OFONE(1)YEAR IROM THE D .`FAN E.DEFtLJ "it APP6. DRAWN: MH/MS ` MgULATIONBWERERE,�NRED LOW PRESSURE DUCTWORK CUP THRU Z WG) A H:LET�P;"=Ta . =11 DURING THAT PERIOD SHALL BECOR ' a cTc�R, ~ ' DETAILS OF TH£ LOW VELOCITY DUCT LAYOUT ��}q ' I SCALE: 1/4"=1'-0" NARI,7US METHODS OF ATTAGHHENT) rA_S «V " .,,,,,u ee.A�,elm 2).CONTRACTOR SHALL PROVIDE AND INSTALL APPROVED FIRE DAMPERS AND ACCESS j�(! �;1pL1 1 rs; TYPICAL CENTER BRACING FOR RECTANGULAR UCTS N n P n PANELSIN ANY AND ALL DUCTWORK WHICH PENETRATES A HORIZONTAL OR 7).FOR THE SAME PERIOD,THE MECHA Al "'IN Y'T/.ltl 1QN 3°S';;' NJr To SCALE VERTICLE FIRE PARTITION,OR AS OTHERWISE SPECIFIED. FOR ANY DAMAGE TO PREMISES CAUU D B "EEC ES IN {y 1pR�'. J08#: NOT TO YrLE [[yyy WORK OR EQUIPMENT FURNISHED ANDI�S LED BY Tti'S .hF.* J,4i' ,.s 3).ALL BRANCH DUCTS TO HAVE VOLUME DAMPERS. LMMe{„ Februa 22,2012 . =r SHEET NUMBER: PA131TERT011111.E AND 11AI41T ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DIKREPACiC1ES S7INTE14 THE bRAW1S1G5.THE SPECfffCAT10P15.AND THE f4ELD CONK'TONS,AND SHALL REQUEST CLATUFICAMON BEFORE.COMMENOtAC,WORM CON'MACTOR SHALL VERIFY ALL GENERAL C0ISTRAGT GR TO GOORDiNATE MEET i1"1G tU1TN 01UNER5 FOR APPROVAL OF ALL GF,IERAL CO14TRACTOR SHALL BE RESPONSIBLE FOR ALL H''df'LDING DEPARTMENT i NSPcCTfONS MANUFACTURERS WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCICING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVINS FINAL PAYMENT FROM OWNERS. REVISIONS NAILING SCHEDULE PLAN CONTENTS: GENERAL NOTES WIND FRAMING NOTES ROOF FRAMING: OCCUPANCY CLASSIF1CATtON R3 RESIDENTIA 1).RIDGE-TO-RAFTER ASSEMBLY: L NAIL NAIL BUILDING USE RESIDENTIAL DWELLING SPACING 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NOTES B When a collar tie is used in teu of a ridge strap,the number of Iod common nails required QTY. BUILDING HEIGHT (SEE PLANS) in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO B'WALL:3-8+d COMMON EACH TOE-NAIL CONSTRUCTION NOTES: TOP PLATE 10'WALL:4-8:d COMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACH intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL:4-8d COMMON JOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE AND State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE 2006 SBC HIGH WiND EDITION.WOOD FRAME CONSTRUCTION MANUAL I_e:7 State building details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM,-SBC LAP NAiL shall be connected with uplift connections In accordance with table 3.3c. CEILING JOIST LAPS AS PER TP BtE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES © pQQ sound and a weatherproof completed product. EXT.BALCONIES 60 OVER PARTITION WFCMI-SBC LAP NAIL DECKS 40 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TiE AS PER TABLE 3.4 EACH FACE meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCMI-SBC END NAIL ATTICS w/o STORAGE 10 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors In BLOCKING TO RAFTER 2-8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 33. END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3}.Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) ROOMS(OTHER THAN SLEEPING) 40 4).WALL ASSEMBLY TO FOUNDATION. TO RAFTER 2-16d COMMON END NAIL ROOMS(SLEEPING) 30 First wall studs shall be connected to the foundation,silt plate,or bottom plate with uplift (DO NOT SCALE DRAWINGS). 4},The designer has not been engaged for construction su¢ervision and assumes no 40 connectors-Steel straps shall have a minimum embedmentconcrete WALL FRAMING: of 7 inches in co sTAIRs foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL GAURDRAILS ANY DIRECTION responsibility for construction coordinating with these plans,nor responsibility for 200 construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.36-When steel straps are lapped under the JOINT DESCRIPTION NOTES QTY. SPACING EXPOSURE CATAGORY (DESIGNED FOR CAT. C) precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt TOP PLATE TO PER FACE NAiL U 1n specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, 2-16d COMMONLOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6.12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 - �-3 TOP PLATES AT JOINTS FACE (ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE 5).Refer to the Window and Door schedule for exterior openings. corners- 4-16+d COMMON INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE o 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's specifications and applicable codes- Type I exterior shear walls with a minimum of 7/16 inch snood structural panel on the exterior 2-76d COMMON ~ P STUD O.C. NAIL Sym.: o attached with Ed common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FiRE PROTECTION HEADER TO 16"O.C. FACE SEE FLOOR PLANS 7).The General Contractor is to consult with the owner for all built-in items gypsum HEADER ALONG EDGES NAIL SMOKE&CO2 DETECTORS) 1/2 inch sum wallboard on the interior attached with Sd cooler nails at 7"o.c.at panel 16d COMMON f edges and 10"o.c.in the field shall be in accordance with the length requirements specified TRUSS DESIGN NSA-STANDARD STICK FRAME CONSTRUCTION such as bookcases,shelving,pantry,closets,trims,etc. I TOP OR BOTTOM 2-16,d COMMON PER 2x4 STUD END in table 3.15a b. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 8).Wind load requirements shall be taken into account during construction. ° 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATEPER FACE NAIL TO: CLIMATIC & GEOGRAPHIC DESIGN CRITERIA o FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMON length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIEM FLOOD determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNRE REQUIRED HAZARDS Allowable sideivall lengths provided in table 3-14 shall be ermined to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil. g P P NAIL NAIL NOTES g g ) interior shearwallz are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION QTY. SPACING MODERATE SLIGHT TO i1 YES 2.4.4.2 and 2,2.4 respectively. 20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: 4- 8d COMMON PER TOE concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING 2 8d COMMON EACH TOE MAIL SPACING NAIL SPACING AT INTERMEDIATE 4).Any new concrete walls being attached to existing concrete structure shall with table 3-5.Window sill plates shall be have steel connectors in accordance with table TO JOiST END NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5- BLOCKING EACH TOE 5).Unless otherwise noted,all slabs on grade to be 2500 ps.i..Concrete to be TO JOIST 2- Hd COMMON END NAIL 4'PERIMETER EDGE ZONE Sd COMMON @ 6"O.0 Sd COMMON @ 6"D.C. SEE NOTES:1,3 9 .CATHEDRAL CEILING ASSEMBLY: EACH TOE SEE NOTES:1(BOTH FIELDS) poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs ) BLOCKING TO: INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. T to be minimum 3-1/2 inch thick.All fill to be compacted to 950/a relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and Silt OR TOP PLATE 3- lbd COMMON BLOCK NAIL NOTE 2 FOR PANEL FIELD V 1 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 Ed COMMON @ 4"O.C. SEE NOTES:1,3 O 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above requirements. TO BEAM 3- 16d COMMON JOIST NAIL 8x16 fit cast iron foundation vent for every l50 sq. .of area. NOTES O Z DECK AND COVERED PORCH NOTES: JOIST ON LEDGER PEA TOE 3-.Ed COMMON z ?)-Oampproof exterior of foundation with bituminous coating as per ser_tion R406 of TO BEAM JOIST NAIL THESE NOTES ARE ONLY To BE REFERRED TO IF MENTIONED 1N SCHEDULE NOTES ONLY. 0 N.Y.S. Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST 3 lbd COMMON PER END E ' the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, I;> BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. 2- i6d COMMON �+ FOOT SEE NOTE:1 SILL OR TOP PLATE 2}.Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. Girders on concrete piers shall be anchored with proper steel connectors anchored FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. H1`7 T For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. NAIL NAIL O Q 1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3J P�supporting girders shalt be anchored to a 12"x12"xI2"thick concrete footing. JOINT DESCRIPTION NAIL SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with 6>0.49.For Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d PIER TABLE 3.8 2).Unless otherwise noted,all framing and structural wood material to be#2+13TR. -t,1JFCM-SBC WALL SHEATHING REQUIREMENTS FOR WiND LOADS: Douglas Fir. 4).Deck joists to have blocking at 8'O o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS iN THE PANEL FIELD 3)-Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger, JOINT DESCRIPTION NAIL NAIL Y, SPACING SEE NOTES:1,3(BOTH FIELDS) QT otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts 4'EDGE ZONE Bd COMMON @ 6"O-C Bd COMMON @ 12"O.C. NOTE:Z FOR PANEL FiELD where needed. GYPSUM 7" O.C.EDGE 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. WALLBOARD Sd COOLERS 10"O.C.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 Sd COMMON @ 12"O.C. SEE NOTE:3 Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: NOTES openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NAIL NAIL openings between 4'1 and 6'0 and 2x6 wall openings between 5111 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. QTY, SPACING and blocking where applicable. STRUCTURAL Ed COMMO AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the earners,the 4 foot edge Zone attachment requirements shall 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC be used. 0 anchors where applicable to ail connecting joists. PLUMBING NOTES 7/16"OSB 3"O.C.EDGE 6d COMMON 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with 1 All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 6).Double up floor joists under walls that run parallel to the floor joist and under bathtub. )• PP Y. g S P G>0.49-For Framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o-c. Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE 5d COOLERS on plans. WALLBOARD IO"O.0.FIELD 2 .Vert septic stem with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. � O } 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o ) Verify P g ¢ pp FLOOR SH EATH IN,G: NOTE: other access openings unless otherwise noted(typical). z 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY JOINT DESCRIPTION QTY. SPACING _ 8).Dormers running unless otherwise noted. S TRUCTURAL PANELS 8d COMM80 6"O.C.EDGE W roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the state code and manufacture's recommendation for maximum hole size and spacing permitted. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. where applicable unless Z HVAC SYSTEM NOTES 7"OR LESS Q 12"O.C.FIELD 91.Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. � (�NOTES:; 2).USE SIMPSON HANGERS AND ANCHORS WiTH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. LO O under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF needed. 2).HVAC subcontractor is to full coordinate all stem data and requirements with the MENTIONED iN SCHEDULE NOTES ONLY. Section king shall l FIRE provided to REQUIRED r_4 ) y ry Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) tt�Y�+ equipment supplier. and to form an effective fire barrier between stories,and between a top story and the roof space. 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing Fireblocking shall be provided in wood-frame construction in the following locations- to Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher ct 12).Unless otherwise Noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural 1).In concealed spaces of stud watts and partitions,including furred spaces,at the ceiling and floor �: .,a ELECTRICAL NOTES: P g q < y adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed members shall be doubled,or alternate connectors, levels.Concealed horizontal furred spaces shatt also be firebtocked at intentats not exceeding l0 c �f?0�3"',. over subfloor as per manufacture's instructions. i { l✓ `� P feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed �'�.�;'- 3 � such as shear plates,shalt be used to maintain load path. �� 1).All electrical to be installed as per N.Y.S.Residential Construction Code. using parallel rows of studs or staggered studs. 13).All bathroom watts to have 1/2"thick moisture-resistant sheehvck.Garage walls and 2).At all interconnections 2)-When wall sheathing is continuous over connectedt ceilings and over furnace to have 5/8"thick type-x sheetrock.AiI other parts of building 2).All electrical work shall be approved by a qualified Underwriter- members,the tabulated number of nails shall be permitted between concealed vertical and horizontal spaces such as occur at soffits, r �,: DRAWN: MH/MS r ��« s to have regular 7/2"sheetrock.All walls to be taped and finished. to be reduced tol-I Gd nail per foot. drop ceilings cove ceilings- SCALE: l I4 =1'0" n xide detectors throughout as per section R317 p g - 3)-Install Smoke detectors and Carbon Moo g p M '?. JOB#: 14).All roof with a pitch less than 4:12 shall be installed with an ice&Water barrier or of N.Y.S.Residential Construction Code. 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPD>9 ¢ j under stairs shalt comply with Section R314.8,N.Y.S.Residential Code. M:cf - February 22,2012 SHEET NUMBER: torch down type material over. 4}.At openings around yr-mts,pipes and ducts at ceilingend floor 1>:nre1,to resist the free Passage of *'d".''•`, k;". "` ' 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to p g flame and products of combustion. be installed with a foam sill gasket and cap-r-tex termite shield or approved equal. r,".P,.y 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001,16.N.Y.S.Residential Code. ? iEY AT4048S,AiZ➢THE f4EL➢tf3''Z➢4T,K3"ZS.ASZD SHALL REC3'SESS tLARifVCATtOSB BEFORE tOMTAE`ZCI4K,4x1'3RY.COttZSRALTOR;HAti'SERSfY ALt C.Eg-E-AL GO1STFcACT GR•f0 GODRCIiNATc Mccifl3!s ti3f�i i�+L'hiN=rS rOR APPROVAL OF AL.L. Ce4E'i2AL GOTSTRkGS OFc 513ALL flE R=SPOiS512L£FOR ALL 8'uiit%A�iG DEFARiI ir"1-`'+T fiSL?EGTf ONS 4AiidrERTO 4Ri"J.E ASiD PAZiv"T All DOOR E➢GES TO lJJSSZTA54i tikZTRACTC30.SNAIL hOT1fY hRCHITECT OE A4ZY DiYRE?A"ZCSE;SUPAIEE"i THE DRA`x'S"ZGS.THE S EC MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT 106 SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK RoUr k ELECTRIC,PLAMSING,AND NVAG PRIOR TO INSULATING AND SNEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS INT. EAST ELEVATION ®© INT. NORTH ELEVATION 1 1 � H n t U ,=1 1 tt 0 INT. WEST ELEVATION INT. SOUTH ELEVATION 30'-0" 11'-23/4 10' 11" 7'-101/4" 3'-0" 4'-11" 3'-0" le IC 3'-3"PLT.HT. AW251 AW251 3'-3"PLT.HT, -------------------- 1 I - 1 �^ 1 ' �-_____________________________________________________==='1 ' - -------------------- ------------------- ---- 8'-0"PLT.HT.(DORMER) � � ------- � - --- (.D I 5'-9 1/2"PIT.HT. d 6'-0, 5'-O" II III , O O 2 fl pO ---- --- _---__-__--- -------- --- --------------B ' O !i O RAfJ-r 111 n nl FINISHED LOFT 111 O o = (NON HABITABLE) _-_----- o oil I 11 w � a U r. � r' a - - u >< II 11 --------------------- -------------------- 2I-4" O Q ul "� CLOSET 5'0" 5'0" jn 5'-4 1/2"PLT.HT- 5'-4 7/2"PLT.HT. T-0"PLT.HT.(DORMER) -------------------- _______________________ t ' III 3'-3"PIT.HT. AW251 AW251 AW251 3-3I PLT.HT. ,n ' - ------------------------------------------------------------ � O _ _ 111 ' 1).CEILING HEIGHT AT 8'-0". _I ' Z Z ' 111 111 ' ; W 11 I , „ Ft I11 8,—0„ 14 —0 8,—0" 2). EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. ui O III ,11 ' F— ' 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. U) 111 30'-0" 111 LO 4).PROVIDE 3-2X6 DF#2 HEADERS OVER ALL OPENINGS UNLESS N ul nl ' S ,.,..i� ,p OTHERWISE NOTED. - '�";� ' •�--i (3) 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHEREVA , I oil I APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING :' ' --------- ------------------------ ' F`====-------=====c====c===c=c====cc=====________= c=====_____ _-________=====c=c=c=== ==='1 , HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 1 A ',.• , 6).COPPER DRIPCAP OVER OPENING TRIM(TYPICAL). ') , I---------------------------------------------------------------- --- --------------------------- BE PR WITH 5/8 SHEET ROCK.BATH ! . 7).ALL WALLS AND CEILINGS TO PROVIDED " «' �y•� ', , S +* DRAWN: MH/MS TO BE MOISTURE RESISTANT �, - +""° .ti SCALE: 1/4"=1'-0" E PROJECT NORTH 2ND. FLOOR PLAN ,f ,,. >,I JOB#: N np� ;;,,, June 06,2012 SCALE: 1/4 1 SUEET NUMBER: PAINTER T!PRIME AND PAINT ALL DOOR EDGES T!MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AN.THE FIELD CONDITIONS,AN.SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE M(=EYING WITH OWNERS FOR APrROYAL OF ALL GENERAL CONTRACTOR SHALL ME RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS 1 ® MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SWEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS" 3 � � C�.S ss �� WELL SURVEY OF PROPERTY A T ORIENT TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. �ti / �• ?,� / 1000 17 01-2.1 SCALE: 1'=30' SEPTEMBER 15, 2011 ��k SEPTEMBER 21, 2011 (ADDITIONAL B.O.N. INFORMATION) �►�� // , / // °0`F / APRIL 18, 2012 (POOL HSE. U/C.) 16 �3O o N 7 E ivl / / / / / / ,�,�J• ��' 1 �, $ APR 2 5 2012 y�ry OI O BLDG. DEPT. / I / I ` <,y TOWN DE SOUTNOLD O I I /moo?�C' `� ,;I * .tiw WELL it jr r`9 S \NSW ea a:Aw:� y o o ci ti •t,3, S �\ / 1l I tK* Q Cy ?° �s?O oQ \\ . ?0 'A' 4- � ?°F -v+011/0�Nq " <o a ?o lye �s.� \\ v 9 22' 00 +1 x dye OF P WELL i cq�o Fob � 5 .J `� .:;:• J 190�� FLOOD ZONE FIRM RATE MAP NUMBER 36103CO064H SEPTEMBER 25, 2009 O {�tAIN0 c� Y.S. LIC. NO. 49618 ELEVATIONS REFERENCED TO N.A.V.D. ANY ALTERA]70.V OR ADDITION TO THIS SURVEY /S A VIOLATION PEe&NIC SU ORS, P.C. OF SECTION 72090F THE NEW YORK STA7E EDUCATION LAW. (631) 765-5020 FAX (631) 765-1797 COASTAL EROSION HAZARD LINE FROM COASTAL AREA=37 042 80. I7. EXCEPT AS PEA' SEC77ON 7209-SUBDIVISION 2. ALL CER77FICA77ONS 0=MONUMENT P.O. BOX 909 EROSION HAZARD MAP HEREON ARE V,;''LID FOR THIS MAP AND COPIES THEREOF ONLY lF PHOTO N0. 47-651-83 SHEET 18 OF 49 TO TIE LAVE WHOSE SIGNATURE/APPEA S HEREON.ESSED SEAL OF THE SURVEYOR A=S P KE SET SOUTHOLD, N. Y 11971 STREET 11-195 REVISIONS c, N N/O/F DONNA TWEEDLE scvllc,so. a m m EL.20' EL 2a lExIST NGI fEMin., •A�f m A-•i V a d Op IF in RIGHT OF WA ti 15'WIDE EX �NGI _r w RIGHT OF WAY PRIVATE ROAD tso' FROM WELL EXISTING W 42' C `"S v 33' FRAMED N/O/'F � GARAGE LEWIS&DEBORAH xISTINC EXISTING MININUM GRADE FOR EDISON _ LEACHING POOLS IS EL.14.4'AS PER -VACANIT- F- E%ISTING WATER STORAGE ELM SCI-IDS MINIMUM REQUIREMENTS TANK TO FFMAIN.THERE ARF fEXISIING) 1++ EL 1ff NOE%IfTINC PLUMBING I 20- < (ZXU INC,) FIXTDPES IN GARAGE AND NO 1 ?V RO O ILIY' EL 22' TO L'LUTAN:NG FIXTURES PROPOiED (E%DTINGI �NL� GRADENOREMAIN lfNf�ltic rExfrrlNG) TANKTO REMAIN (E%ISTING) WEII isFIN Q fF ZONE ([EISTING) EL 16' tii6 UNTCriKHED = /1 TO Xl NG, a X; ZONE / ccR. WELL � CEHt'f' VE 13 I/ c 1 ❑ EQPMT EENCE 5' y r lk tt.f _....... __._ III VJ, EL fF. N 1G) (+ U I— TO BE TE0.:D d � t• —✓�I7 I F C - �= R r 1].uj kE-U;E E ONE '.•�1 '•T.i• ry�1l uj im CP N/O/F O O I B'X30'POOL HOUSE Q BEVERLY&JOANA LAMOS w Ili.. ¢[V al FF EL 16.5' s# A FOR TRUSTEES JURISD1Cf1O i O L38 W/BASEMENT .... h= 3 IOUS£Tg CK N ` Ox °� 11 w 40 LONG ISLAND C.`,, L/?; #� '' BEACH Z `I, 5 j r^ y 7.. TES. BUNK 4� W SOUND a t,RAOE. K �_�: i HOLE ,... Hy15FRE C'-1 EL 16.0, �., _. V v -..t__I� tY•, INo eASEn,(,�nl APROX.LOCATION OF J I Lw P EX.SEPTIC SYSTEM O OL F. =�- .� FILL IN WITH SAND PER >f`) La_ " '� DECK SCHDS REQUIREMENTS `1 FROM WELL RETAA lNG `�..� PFN f��l't'1 4h.<U; _ 1/ 1,,, Z.5 MAINTAINb WATER I � _ '�'Sy. (3f � 6EIWTkN YVATfR AND WALL EL 16' RE1A1 >(' /'^• '+°n 1 �-; ` EL.tB' (F%bTING)EX.IJTILIII Li/A N 'GRgD .J ti�. WASTE LINE PER fCHDf f POLE L 1 1 STORY HOUSE I , N/O/F / oF4a i K 1,10cl PITR PROVIDE UNDTRGROVND ^' ^•LL FOUNDATION M„ r ANTHONY& ELECTRIC TO MAIN HOUSE, yn�.,**�, nw�= (NO BASEMENT) w SUSAN AQUINO POOLINSTALL NEW UNDERGROUND HOUSE,AND POOL rQp � ELECTRIC <<gTE.t 4 FROM POE TO HOUSE IYiq �T'F\� b EXISTI NG WATER LINE TO BE REMOVED EL le' �8' S•V IEXIfTtNG, ^ = f AND RELOCATED(VERIFY IN FIELD) CEH EXISTING IRRIGATION SYSTEM AFFECTED TO TO TO E62O ONE Z NE O BY CONSTRUCTION WORK TO BE DESIGNED LP 2 LP 1 ST IEXImNGI n.2r X E 13 EL la' AND INSTALLED BY IRRIGATION INSTALLER tFxanaG) FL Is EL 2R IEXISTRJG) (FX'SFINGI TO TO TO iexisrlNcr EL IC Q LP 7 lP 1 5T (E%LSTING) N/O/F y.�� Q UBA IDO&DORTHY O in o06 IF) DILORENZO ((a I I J] z Z Z >- CP D o MAR 1 6 2012 = w wp B1 DG.DEPT. 1 F_ SITE PLAN TOIV!N OF SOUTHOLD Qco LO SCALE: 1" = 30'-0' 03 4pA- fi: DRAWN: MH/MS SCALE: 1,f=30' JOB#: 'e Match 09,2012 SHE•ETNUMBER: PAINTER TO P93Mf AND PANT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SriM.t NOTIFY ARCHITECT OF ANY DISCRfPA1JCSE5 BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD COND1TtON5,Atdp 51-1Aii REQUEST CLARIFICATION BEFORE COMMENCING WO0.K.CONT'AACTOR SHAH VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING,WITH Ol11NERS FCR APFRCYAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BY3ILDSN!s DEPART!'iEtS'S 1NSPEGitONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUG44 ELECTRIC,PLUMMING,AND HVAC PRIOR TO INSULATING AND 8I4FETROCKIN5 AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS 2'WIDE COPING F-3'WIDF COPING 2'WIDE COPING I . EL.18,EV L-1 IL 0 0 0 0 �i —1:i-*_�:j; I I I E-1,I RETURNS OUGHTS STEPS j5EAT) d In I ,L= l 7 ---------------------------------------------------------------------------- =d !_7 I�I. - Hl �17 1 -�11:7— !,�� 17--_ 111�771 1117-111_-1 - ___j 11 ___ so'-ol. SIDE SECTION 1.PROVIDE WATER SPIGOT AT POOL FOR AUTOMATIC WATER FILLS 13.(1)PENTAIR COMMERCIAL CLEAR WATER AUTOMATIC CHLORINATOR I B.DELIVER REQUIRED LOADS OF WATER TO FILL SWIMMING POOL AND SPA. OFF-LINE WITH(1)1-PVC FEED AND RETURN FOR POOL WITH VALVES 2.POOL LIGHTS TO BE NEXXUS MELODY BLANCO 12V LED WITH(1) AND DRAIN PLUGS. 19.SUPPLY AND INSTALL(3)POOL SONIX SOLAR POOL AND SPA ALARMS WITH POOL NOTES: PX100 TRANSFORMER WITH REQUIRED CORD. POOL SONIX RASE UNIT AND REMOTE KEY FOB, PROVIDE EQUIPMENT BY MANUFACTURERS 12.SUPPLY AND INSTALL 2'THICK X 24"WIDE THERMAL BLUESTONE COPING. SPECIFIED OR APPROVED EQUAL 3.POOL FILTRATION TO BE STA-RITE SYSTEM MC)OULAP,MEDIA,FILTER. COPING TO BE INSTALLED WITH SPEC-MIX PRE-BLENDED MORTAR FOR 20.[Xr-WAXID MATERIAL FOR POOL TO BE LEFT ON SITE TO RE USED TO RAISE SETTING MATERIALS AND TEC ACCU COLOR PREMIUM GROUT WITH GRADE BY CONTRACTOR/LANDSCAPER.ORGANIC DE8RI AND MATERIAL 4.POOL PUMP TO BE PENTAIR INTELLIFLO ENERGY EFFICIENT 4XI60 PREBLINDED COLOR JOINTS FOR CONSISTANT COLOR TO MATCH STONE. WASTE TO BE CARTED OFF SITE. VARIABLE SPEED PLUS SVRS WITH(2)2"QUICK DISCONNECT UNIONS- 13.SUPPLY AND INSTALL 6"X6'TILES AS SELECTED AND APPROVED BY OWNER'S 21.UPON COMPLETION OF GUNITE,SUPPLY AND INSTALL CLEAN SAND UNDER V 4� ) 5-POOL SKIMMERS TO BE BLACK PENTAIR.INDEPENDENTLY CONNECT AND ARCHITECT,TILES TO BE INSTALLED WITH LATICRETE MODIFIED POOL ALL PATIOS COMPACTED IN LIFTS TO PREVENT SETTLING. C5 WITH 2"PVC PIPES WITH SEPERATE VALVES AND TILED ON SIDE AND THIN SET AND LATICRETE SPECTRAL EPDXY GROUT(TO MARBILEDUST m: K-1 BASE OF MOUTH. SELECTION). 22.SUPPLY,INSTALL,AND ELECTRICALLY WIRE(1)PENTAIR INTELLICHLOR SALT- CHLORINE GENERATOR IC 20 WITH PCIOO POWER CENTER.SUPPLY SALT TO ;3 6.RETURNS TO BE BLACK HAYWARD DIRECTIONAL FLOW WITH PVC STOPS. 14.SPA TO HAVE AUTOMATIC WATER FILL WITH PVC WATER STOPS WITH RUN SYSTEM AT STARTUP AND FOR 28 DAYS AFTER SPA IS RUNNING. U WATER LINE HOOK-UP TO OUTSIDE HOSE BIB(TO BE INSTALLED). tzt FILTER AND PUMP 7-PIPING TO BE PVC SCHEDULED 40 WITH 2"SUCTION LINES,(2)1/2' 23.SUPPLY,INSTALL,AND ELECTRICALLY WIRE(1)PENTAIR INTELLICHILOR SALT- 0 RETURN LINES WITH(2)1/2'AIR HAMMER EQUALIZER- 15.SUPPLY AND INSTALL POOL HEATER BY STA-RITE MAX-E-THERM CHLORINE GENERATOR IC 60 WITH PCIOO POWER CENTER.SUPPLY SALT TO (400,GM bIn)HEAVY DUTY CUPRO INICLE PROPANE GAS HEATER WITH RUN SYSTEM AT STARTUP AND FOR,29 DAYS A.RTP.SPA.IS RUNNING. 8'DIA.X 4'DEEP 8.INSTALL TRACER WIRE ON TOP OF PIPING AND RUN BACK TO SYSTEM ELECTRONIC IGNITION WITH(1)2-1/2"JANDY NEVER LURE SPRING OVERFLOW DPYWELjL WITH VALVE BOX TO LOCATE PIPES FOR FUTURE REPAIRS. CHECK VALVE AND 50 lb.PRESSURE RELIEF VALVE. 24.POOL CONTRACTOR TO REVIEW SOIL CONDITIONS WITH ARCHITECT ENGINEER.DO NOT CONSTRUCT POOL ON POOR SOIL. 9.(1)SET OF 2"MAIN DRAINS WITH PVC WATER STOPS-rd TOGETHER WITH 16.SUPPLY AND INSTALL SPA HEATER,BY STA-RITE MAX-E-THERM (2)WATERWAY 12-X12'FRAME AND GRATES. (400,000 btu)HEAVY DUTY CUPRO NICLE PROPANE GAS HEATER WITH 25.POOL CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY FENCING ELECTRONIC IGNITION WITH 0)2-1/2'JANDY NEVER LURE SPRING AROUND POOL AND SPA AND ALL WORKING HOOK UPS TO RUN SYSTEM. 10.(2)1-1/2'DEEP HEAT RETURNS ON DEEP END OF POOL WITH PVC WATER CHECK VALVE AND 50 Ib.PRESSURE RELIEF VALVE. POOL CONTRACTOR SHALL ALSO SUPPLY REQUIRED UNDEAWRITTERS 10?/2'I STOPS AND(1)JANDY NEVERLUBE VALVE. 17.INSTALL 100 amp WIPING,LOAD CENTER,(l)110+3D PERSONALITY CERTIFICATE. a _ - I(COPING) (PAVERSO I It.OVERFLOW DRAIN TILED INTO DRYWELL VIA AUTOMATIC FILL KIT AND SURGE PROTECTION.WIRE(2)FILTRATION SYSTEMS,(2) MORTAR HEATERS,(1)INTELLIrLO Pump FOR SPA JETS,(6)POOL LIGHTS.(1) :2.PROVIDE CONCRETE SLAB FOR POOL FILTER AND PUMP. SPA LIGHT,AND(3)DATA CABLES FOR INTELLIFLO PUMPS.GROUND POOL AND SPA,SUPPLY AND INSTALL 01 SPA SIDE CONTROL SUPPLY, 6'TILE HAND Wvwl, 13.(l)PFNTAIR COMMERCIAL CLEAR WATER AUTOMATIC CHLORINATOR INSTALL,AND PROGRAM(1)STANDARD INTERFACE INDOOR CONTROL OFF-LINE WITH(I)r PVC FEED AND RETURN FOR POOL WITH VALVES PANEL.PANEL TO RE INSTALLED AT BASEMENT OF NEW POOL HOUSE. USE PVC CONDUIT FOR POOL AND SPA LIGHTS WITH ALL WIRING. (WATER)AND DRAIN PLUGS. (WAT 4 12.SUPPLY AND 114STALL 2"THICK X 24"WIDE THERMAL BLUESTONE COPING. COPING TO BE INSTALLED WITH SPEC-MIX PRE-BLENDED MORTAR FOR MARBLE DUST SETTING MATERIALS AND TEC ACCU COLOR PREMIUM GROUT WITH j PREPLENDED COLOR JOINTS FOR CONSISTANT COLOR TO MATCH STONE. #4 STEEL R5BAR(VERTICAL) 10"OC(5-OC FOR DEPTHS EXCEEDING 5 FEET) G lit; CA it #4 MEL REBAR (HIDR12ONTAI) fzM' 1011 OC 6 -0 12"TO36"PADIUS-1 II -_.1111C ,- -- (VARIES) 1I1 I ll 0 3500 psi CONCRETE Ai It -11 1 M I TYP.NEXXUS LIGHT TYP.RETURN 8K(MIN.) C) (3._6", i y CI SHALLOW END � 11 WALL SECTION.. DEEP END NOTES: AUTO- SWIMMING POOL TO BE EXCAVATED ONE FOOT OVER DESIGN SPECIFICATIONS AND FILL STEP o ffSOIL TO BE LEFT ON PROPERTY. SOIL TO BE STOCKPILED OR RUFF GRADED (As PER OWNER)ON THE DAY OF EXCAVATION ONLY UNLESS SOIL IS TO BE CARTED SEAT AWAY, STEP SWIMMING POOL STRUCTURE TO INCLUDE A MATT OF 3/8"STEEL REBAR TIED, 10"ON CENTER FOR WALLS AND FLOOR,5"ON CENTER FOR ALL TRANSITION BREAKS AND BOND BEAM. o SPA w STEP 0� THE POOL SHELL TO BE MADE OF 1-4 DRY GROUT GUNITE MIX SHOT INTO THE STEEL CAGE AT A THICKNESS OF NO LESS THAN 12"ON THE TOP EDGE OF THE 0 z > z POOL(BOND BEAM)AND NO LESS THAN 8'ON THE WALLS AND FLOOR. STEP BENCH INTERIOR FINISH OF POOL TO BE"PEBBLE TECH"DURABLE FINISH.COLORS AS z z SEAT PER OWNER. W TYP.SKIMMERH w 0 1j:3" 3'-0' 1'[0-[1'jT[0" 32'-9 L BRICK 2'WIDE COPING-� c �.,( Lf) 0- Fl,pn- 150'-0" 2 0 (BENCH) 4 ' I I I "5� INCHJ) EL.16.0' ,4 BRICK LEDGE PLAN VIEW k`­ DRAWN: MH/MS SCALE: ITS -18-D jtp;v j JOB March 09,2012 END SECTION 14* SHEET NUMBER: ro PNINTERTOPPMAE AND PAINT ALL DOOR EDGES TO MAINTAIN ACTO HALL NOTIFY ARCHITECT OF ANY DISCMPANCIES SEMEEN THE DRNWINGS,'THE SPECIRICATlONS,ANDTHE FlEtl)CON()MONS.AND SHAtt REQUEST CLARMCATION, BEFORE COMMENCiNGWOPM.-CONTRACTOR SH&LLVERIEY ALL !CiT-NSRAL CONTRACTOR 70 CODROMATFE MEETING W174 MNFERS FOR APPROVAL Or-ALL GENERAL C0N7RAr_7OR rWALL BF-RESPONSIBLE FOR ALL IBU A- 1 RS LII MANUFACTURERS WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK, CON AND CONDITIONS AT J09 SITE.INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUM511,16,AND 14VAC PRIOR TO INSULATING AND SHEETr."OCKING AND SHALL SECURE THE r-of 0 PRIOR TO RECEIVING FINAL PAY F