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HomeMy WebLinkAbout36790-Z S�FFfiZA' Town of Southold Annex 6/4/2013 c�G� P.O.Box 1179 54375 Main Road D Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36280 Date: 6/4/2013 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2205 Bayview Ave, Greenport, SCTM#: 473889 Sec/Block/Lot: 52.-5-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated pursuant to which Building Permit No. 36790 dated 11/1/2011 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: one family dwelling with unfinished basement, covered porch, deck, pergola and second floor balconies as applied for. The certificate is issued to Raymond Strong,III (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-11-0042 1/3/13 ELECTRICAL CERTIFICATE NO. 36790 12/18/12 PLUMBERS CERTIFICATION DATED 4/15/13 Mattituck Plumbing A-1 Lzx // "Id Sigifature TOWN OF SOUTHOLD h�o BUILDING DEPARTMENT y = ' TOWN CLERK'S OFFICE o . 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#: 36790 Date: 11/1/2011 Permission is hereby granted to: Strong III, Raymond 2205 Bayview Ave Southold, NY 11971 To: Demolish & construction a new single family dwelling with front porch & rear deck with pergola per trustees approval At premises located at: 2205 Bayview Ave, Greenport SCTM # 473889 Sec/Block/Lot# 52.-5-2 Pursuant to application dated 10/21/2011 and approved by the Building Inspector. To expire on 5/2/2013. Fees: DEMOLITION $615.10 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,609.60 CO -NEW DWELLING $50.00 Total: $3,274.70 Building Inspector Form No.6 TOWN OF SOUFROLD. 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. -Swom statement from plumber certifying that the solder used in system contains less than 2110 of 1% lead. . 5. Commercial building,industrial building,multiple residences and similar buildings and installations,_a certificate of Code Compliance•from architect or engineer responsible for.the building. .6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features 2. A properly epmpleted application and consent to inspect signed-by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00, Additions to accessory-building-$50.00,Businesses$50.00, 2_ Certificate of Occupancy on Pre-.existing Building- $100.00 3. Copy of Certificate of.Occupancy-$25 4. Updated Certificate of Occupancy- $50.00 5" Temporary Certificate of Occupancy -Residential $15.00,.Commercial$15.00 Date. O l New Construction: Old or Pre-existing Building: (check one) Location of Property: Zz,& 5— �/ [.c,J �()v House No. Street Hamlet Owner or Owners of Property.. "A.I 6 Suffolk County Tax Map No 1000, Section s Z Block Lot © Z- Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applican Signat e pF SO!/Tyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CAIroger. Southold,NY 11971-0959 • a0 couff I,� BUELDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Raymond Strong Address: 2205 Bayview Ave City: Greenport St: NY Zip: 11944 Building Permit#: 36790 Section: 52 Block: 5 Lot: 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Jim Sage Electric Inc License No: 3635-e SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat oil Duplec Recpt 73 Ceiling Fixtures 15 HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 15 Smoke Detectors Main Panel 200a A/C Condenser 2 Single iRecpt Recessed Fixtures 70 CO Detectors Sub Panel 1 A/C Blower 2 Range Recpt Fluorescent Fixture 8 Pumps Transformer Appliances r74 Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200a Switches Twist Lock Exit Fixtures 11 TVSS Other Equipment: 200a underground service, 5-exhaust fans, 1-30a oven Notes: Inspector Signature: Date: Dec 18 2012 81-Cert Electrical Compliance Form.xls ZZ CD .n Hall, 53095 Main Road'�e�v York 11971•0959 Qy Fax (631) 765 :�' P e Box I l �Q �� Telephone (63 i) -c ::� • � � •�+ BUILD INO'DEPARTMENT TOWN OF SOUTHOLD CERTIFICAT10N Dace: Q Building Permit No. —1 O Owner: (Please•pPint) .. Plumber: A'jLL,,(e— &-� , (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. ( s Igna(ure) Sworn to before me this jsy of 20 /3 rDEN1SE KING Notary Pubilic,State of New York Registration #01 K16041757 Qualified in Suffolk County My Commission Expires May 15, 2 .Votary Publ' � ounty 3(o�7 OF SOUryol • ao TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) e REMARKS: DATE �� INSPECTOR OF SOUryOI o courm,� TOWN OF.SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ;"NDATION 1 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: DATE l C mC INSPECTOR __------ o h O courm,��' TOWN.OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: qt DATE INSPECTOR i 1 r4F SO(/T�,o� �;�L TOWN OF SOUTHOLD BUILDING DEPT, 765-1802 INSPECT N [ ] FOUNDATION 1 ST [ ROUGH PLBG. [ ] FO ATION 2ND [ ] INSULATION [ RAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR �Cp OF SOU TOWN-OF SOUTHOLD BUILDING .DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRI REMARKS: c DATE - Z— INSPECTOR �J _ pF SOpr�o 7to cOUNiY,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ 1,70 PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: r DATE ` INSPECTOR OF SOUry�! -- � o �y�OUMY,Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION .. [ ] FOUNDATION 1ST [ ] ROU PLBG. [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRI (ROUGH) [ ] ELECTRICAL (FINAL) EMARKS: Kk DATE - INSPECTOR OF SO(/r�plo . f � TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. . [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR'` o��OF SOUryol ..�_ oouHr+,N�'' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION �_ ,: [ ] FOUNDATION 1ST [ ] ROUGH PLBG.. [ ] FOUNDATION 2ND [ ] I t [ ] FRAMING/STRAPPING [ F [ ] FIREPLACE & CHIMNEY [ ] FI PECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL_(ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR a o J§2,o4 ar l l • � �- �4- � � .__ _ .,�_ a� sue• - >,� ` OF FA ter. ROUGH FRAMWQ PLUMING IIIP INSUL.ATION e STATE ENERGY • t •L. ,.I Lam:_�/.��i!+JLJ�_. �.� _i ��_ _ _� -. ADDInO r 1 1NOLA 91 MIN Y r TOWN OF SOUTHOL�D 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. Check Septic Form N.Y.S.D.E.C. Trustees D E C E W (Z C.O. Application L..0 Flood Permit Examined ,20 Single&Separate OCT 2 1 2011 Storm-Water Assessment Form Contact: Approved ,20 BLDG.DEPL Mail to:,,y/��C Disapproved a/c TOWN OF SOUTHOLD Phone: i Expiration J 2 20 Building Inspector APPLICATION FOR BUILDING PERMIT Date �� ( , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location_ of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed with in 18'm6irths from such date. If no'zohing amendments or other regulations affecting the property have-been enacted in the interim, the Building Inspector may authorize, in writing, the.exten'Sion 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, age t, archit , engineer, general contractor, electrician, plumber or builder Name of owner of premises f 4 A2 'PAIP (S N (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: Z S p House Number S eet Hamlet County Tax Map No. 1000 Section .�� Z-- Block S Lot i Subdivision Filed Map No. 'Wot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy El iV C L C b. Intended use and occupancy S,4/PIF- 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition.- -. --- •-•---.Other-Work (Description) 4. Estimated Cost ' j+;(Tq be paid on filing this application) 5. If dwelling, number of dwelling units `::'_s; Number f-d elling ilr its on each floor If garage, number of cars ( ' 6. If business, commercial or mixed occupancy.,..specify--:nature a id.:extent_of each type of use. S,E� ��- �J✓s 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 Number of Stories s c'� .l'u A0 (i 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 94--,o 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOX 13. Will lot be re-graded? YES NOWiII excess fill be r moved from premises? YES NO 14. Names of Owner of premises J' /ZaNG Address ZZor 06�ev&f / Phone No. 917 q yG 5l-90 Name of Architect SC % Address Phone No '.3Q Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES V""'NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF,f w jC jj��7-Z being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, CONNIE D.BUNCH Notary Public,State of New York (S)He is the Ct! No.01BU6186050 (Contractor, Agent, C rporate bfficer, etc.) Commission Expires April 14,2_ 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. Sworn to before me thy' [0-140� day of C J 2� o'bn►'vim-P Notary Public Signa ire Applicant BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 7623 DATE: AUGUST.24, 2011 ISSUED TO: RAYMOND STRONG PROPERTY ADDRESS: 2205 BAYVIEW AVENUE, SOUTHOLD SCTM#52-5-2 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in J accordance with the Resolution of the Board of Trustees adopted at the meeting held on August 24,2011,and in consideration of application fee in"the sum of$250.00 paid by Raymond Strong and subject to the Terms and Conditions as stated in the Resolution,the.Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to demolish the existing one story dwelling and deck; construct new two-story dwelling with deck; remove/replace existing septic system; and install drywells to contain roof run-off; with the condition of the installation of a 10' wide non- turf„buffer along the landward side of the sea wall which is to be maintained; and as depicted on the site plan prepared by Mark Schwartz& Associates,last dated September 22, 2011., and stamped approved on September 26,2011. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. o�ogUEfO��=co ca y�Ypl �►�p! t .� 36c� 0 James F.King,President oF sorry Town Hall Annex Bob Ghosio,Jr.,-Vice-President ��V� ��� 54375 Main Road P.O.Box 1179 Dave Bergen [ Southold,New York 11971-0959 John Bredemeyer G Q Micha -z �� Telephone (631) 765-1892 COUNN'� Fax(631) 765-6641 1W 3 2013 OARD OF TOWN TRUSTEES TOWN OF SOUTHOLD WG.DEN. TOWiV OF SDUTHDLD CERTIFICATE OF COMPLIANCE #0859C Date: May 30, 2013 THIS CERTIFIES that the demolition of the one-story dwelling and deck; construction of new two-story dwelling with deck; removal/replacement of septic system; installation of drvwells; installation of 10' wide non-turf buffer landward of sea wall At 2205 Bayview Avenue, Southold,New York Suffolk County Tax Map #52-5-2 Conforms to the application for a Trustees Permit heretofore filed in this office Dated August 1, 2011 pursuant to which Trustees Wetland Permit#7623 Dated August 24, 2011,was issued and conforms to all of the requirements and conditions of the I applicable provisions of law. The project for which this certificate is being issued is for the demolition of the one-story dwelling and deck; construction of new two-story dwelling with deck; removal/replacement of septic system, installation of drvwells• installation of 10' wide non-turf buffer landward of sea wall. The certificate is.issued to RAYMOND STRONG owner of the aforesaid property. Authorized Signa ure New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 _ SUNY @ Stony Brook 50 Circle Road, Stony Brook, NY 11790-3409 taboo Now (631)444-0365 - Fax: (631)444-0360 Website: www.dec.state.ny.us Joe Martens LETTER OF NO JURISDICTION Commissioner TIDAL WETLANDS ACT August 23, 2011 Mr. Raymond B. Strong III. 2205 Bayview Avenue Southold, N.Y. 11971 Re:U.PA #1-4738-03301/00002 Facility: 2205 Bayview Avenue, Southold, N.Y. SCTM #1000-52-5-2 Dear Mr. Strong: Based on the information you have submitted the Department of Environmental Conservation (DEC) has determined that: The property landward of the' seawall greater than 100 feet in length constructed prior to 8/20/77, as evidenced on Aeroimage exp #72-2020 dated 4/6/76 and shown on the site plan, prepared by Mark K. Schwartz, AIA dated 6/16/11 based on the survey of 5/3/11 done by John Metzger, is beyond Article 25 (Tidal Wetland) jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no.permit is required. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Article 25 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' t521con tion area) or erecting a-temporary fence, barrier, or hale bay berm. Please note t t thlieve you of the responsibility of obtaining any necessary permits or a provaies or local municipalities. Sin erely J n Wi and uty P it A cc: Mark K. Schwartz, Habitat-TW, File �y 1 Town of Southold Erosion, Sedimentation & Sto rrn-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: s.C.T.M.t` THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A Duo _�Z D 1✓ o 'Z STORM-W TE GRA0IN D NAGE AND ERODistrict SIQN C NTROL PLAN Section B oc T—" CERTIFIED BY A DESIGN.PROFESSI AL IN THE STATE OF NEW YORK SCOPE OF WORK - PROPOSED CONS MUC HON Yn M# / WORRK ASSESSM Wr Yes No a. What is the Total Area of the Project parcels? —' (include Total Area of an Parcels located within Q 1 WiIl this Project Retgin An$10mWater Run-Off the Scope of Wont for Proposed Construction) J,?6 6 Generated by a Two M k hRainfan on Sb? What is the Total Area of Land Cleating lY A—) (This.item will Include all fwwff pealed by site and/or Ground i>ishirbance for ther proposed cleartng armor cons4ucdon activities as well as all Construction activity? OU Site improvements and the permanernt cleation of • (�rAo�) imperviousstuf�.) PROVIDE BEW PROJECT DESCRIPTION P- A*AdSpal Payee es Nredad) 2 Does D the Site Plan and/or Survey Show AN Proposed tnage Strucltm Indicating Size iir Location?This �❑ _ Item shall Include all Proposed Grade Changes and Slopes Contronhg Surface Water Flow. 3 Does the Site Plan and/or Survey descn'be the erosion (_40N�T�� �/y of�, and sediment control practices that will be used to control she erosion and storm water discharges. This � hem must be maintained throughout the Entire r Construction Period. 4 Will thl; Project Require any Land Filling.Grading or Excavation•where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards — of Material within-any Parcel? 5 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000 S.F.)Square Feet of Ground Surface? — 6 Is there a Natural Water Course Running through the GeneralSite? Is this Project within the Trustees jurisdiction Submission DEC swppp Rs requimoi for or within One Hundred(1001 feet cif a Welland or- Sol D Submission of a SVYPPP is required for at Constructor activities tnwivig Beach? disturbances of one(1)or more acres; including disturbances of less tiurn'one ape that I are part of a larger common plan that will ultimately disturb one or more acres or land, 7 Will there be Site preparation on Existing Grade Slopes Including Construction activities involving sod disturbances of less than one(1)acre where Which Exceed Fifteen(15)feet of Vertical Rise to the DEC has determined that a SPDES permit is required for storm mter discharges. One Hundred(1001 of Horizontal Distance? F-1 ✓ (SWPPP's Shan meet the Minimum Requirements of the SPDES General Permit 8 Will'Ddveways,Parking Areas or other Impervious for Storm Water Discharges from construction activity-Permit No.GP-o-10-0ol.) Surfaces be 1.The SWPPP shall be prepared prior to the subnmlW of the NOL The NOI shah be Sloped to Direct Storrs-Water Run-Off / submitted to the Department prior to the commencement of construction activity into and/or in the direction of a Town right of-wa)/1 EJ v ' z The SWPPP shalt describe tine erosiorn and sediment control prdctcea amid vrhere 9 Will this Project Require the Placement of Material, required. aclice poi sbuction tents stm water moanagement prrtn �aruh�d twa be�and/or Removal of Vegetalion.and/or the.Construc�Jori of any constructed i reduce tiro (tent Within the Town ht ofW or Road Shcru)der compliance with the terms and corndilions of this permit.in addition,the swpPPahal Rig ay �Gy p��sources of pollution which may reasceaby be expected b affect the Area?(rhea rim.w m Narkwude Ann bnb*2 m of odmvm Awo=4 El AWN SWPPPs tha of storm t discharps. NOTE: If My Ansyver to cluestiohs.Orie Wmugti Nine Is Answered with a Cheek Mark require ire post construction storm water managernerht practice in a Box and the construction arm disturbance Is between component 5^ shall be prepared by a Willed Design Professional Licensed In New York a Storm-Water,Grading,Draknage&Erosion Control Plan Is Required 1 the Acre Town area. 'that b knowledgeable in the principles and practices of Storm Water Management Southold and Mud be Submitted for Prior to issuance of Arty Bundhhg pwm;L (NOTE A Check Mark(4)andkrA= ioraCompiebApp6catlon) 91 A'17,OF NEW YORY, �'�f C,/� No.01 SU6186050 COUMT OF.Z..................................SS QuaIWI in Suffolk Cou Commleolon Expirree April 1 nt;2 �--4i ' 47fiat I . ....... '5� �.being duly sworn deposes that( a krdvkhrai signing r and says he/she is the applicant for Perini And that he/she is the ... .......................... �C l Ia+irc+c«i... t'e"o'n"kxr'.'ei j»».......................................................... i 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 apph'c4on;that all statements contained in this application are true to the best of his knowledge and belief,,and that the vi tork•will be performed in the manner set forth in the application filed herewith. Swom to before me this; • ..---•-_.day of..G.._ ,201 ......................W �. �\ Notary Public: ........nn.._.... - ,,l..k --... ......_ ...... \ (Signahre of FORM - 06110 ) o��of sa�ryo � to Town Hall Annex l 4 Telephone(631)765-1802 54375 Main Road cn �,f�'ax(631)76,05022 P.O.Box 1179 G.c� . OQ roger.richert(Clliown.southold nV us Southold,NY 11971-0959 " OI�CQ ullm, BUILDING DEPARTMENT TOWN OF SOUTAOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY. Date: Company Name: Name: License No.: Address: Phone No.. �� JOBSITE INFORMATION: (Indicates required information) *Name: �%y.�� *Address: *Cross Street: *Phone No.: Permit No.: " Tax-Map District: " 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES/0 Rough In Final *too-you need a Temp Certificate: ES/ NO Temp Information(If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other New Service: Re-connect -n ergroun Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION ISO, 00 .82=Request for Inspection Form WWM-042 (Rev.8/2005) SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES OFFICE OF WASTEWATER MANAGEMENT 360 YAPHANK AVENUE,SUITE 2C YAPHANK,NEW YORK 11980 (631) 852-5700 NOTICE OF INCOMPLETE APPLICATION - RESIDENTIAL TO: Mark Schwartz H.S. REFERENCE NO.: R10-11-0042 P.O Box 933 PROPERTY LOCATION: SCTM# 1000-52-5-2 Cutchogue, NY 11935 Bayview Ave The plans for your proposed sewage disposal and water supply systems have been reviewed and the following will be required prior to further processing of the application for approval to construct. PLEASE RETURN A COPY OF THIS FORM WITH ANY RESUBMISSION. NOTE: CHANGES TO PLANS MUST BE MADE BY A LICENSED DESIGN PROFESSIONAL (I.E. SURVEYOR,ARCHITECT OR ENGINEER). 1. PRELIMINARY APPROVALS—OTHER AGENCIES N.Y.S.Dept.of Env.Cons. 0 Sewer District Approval 0 SEQRA Determination-Town Town Wetlands Permit Q S.C.D.H.S. Vector Control ❑Other: 2.PLAN DATA AND INFORMATION REOUIRED 3 prints of revised plan required with Indicate on plan the specific location(s) [with El Indicate any surface waters within 300' design professional's original stamp measurements] of all water supply wells of plot; show wetlands limit as flagged and signature (within 150' of all property lines) or state if by NYSDEC and/or Town Application form incomplete: dwellings are connected to public water Survey,plan,test hole,grading plan,etc. must be based upon NGVD (1929), USC&GS Datum Application Fee:$ ❑ Minimum separation distances not maintained: EJ Sewage disposal system Submit floor plans For basement/ Show area for 50% expansion of sewage Retaining wall must be designed by P.E. foundation. dis osal system or R.A. Surveys must be no larger than Show highest recorded groundwater and Corner elevations I I"X17" calculations Indicate area of lot(sq. ft.) ElShow proposed sewage disposal system/ Test boring incomplete .See Below Show existing/proposed location(s)on plan n i driveway location S.C. Tax Map Number requiredEl Test well required on your lot as per attached Grading plan showing invert elevations bulletin of sewage disposal system, foundation Public sewer stub location from Show location of existing/proposed water and final grade (by licensed design sewer district shown on plans facilities professional) Surrounding property — vacant or Submit letter from water district indicating Slope exceeds standards: 15%maximum improved (within 150' of all distance to nearest public water main and within 20' of sanitary system, including property lines) I availability expansion See enclosed Form WWM-043, Show sanitary system design based upon See additional comments on marked-up Notice of Non-Conformance highest expected groundwater elevation survey enclosed 3. OTHER/REMARKS REVIEW OF THE ADDITIONAL INFORMATION REQUESTED MAY RESULT IN THE NEED TO MODIFY THE PROPOSED WATER SUPPLY AND/OR SANITARY SYSTEM DESIGN. FURTHER INFORMATION MAY ALSO BE REQUIRED FOR REVIEW BY THIS DEPARTMENT. DATE PREPARED: August 11, 2011 REVIEWED BY: Laurie Helgans No. ho��pF SOUlyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 yCOUNT`I BUILDING DEPARTMENT TOWN OF SOUTHOLD December 28, 2012 Raymond Strong III 2205 Bayview Ave Southold, NY 11971 TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of$50.00. \� \ 4TFrustees; Final Health Department Approval. /lumbers Solde involving plumbing after 411184 <1�Certificate of Compliance. (Town Trustees 765-1892) Final Planning Board Approval. (Planning#765-1938) \ tl l �p� Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT : 36790 — Demo and New Single Family Dwelling REVISIONS: HEALTH DEPT. 06/15/2011 0 EL. 13.9' MOQUE II JUL DARK BROWN LOAM OL ? -�4- 44 0.5�' 4-c�100c._5 0 9- P 0 N D NI�xvl vil Tv 1,19s, 0 If BROWN SILT ML ''I F Go TIF LINE,_ N 42'53'1 W 7c, 3, BROWN CLAYEY SAND SC EL r- NE ti ZONE X IOODZFONF PALE BROWN FINE TO COURSE SAND SW RADIUS ,I'. SEPTIC I I 150'RADIUS U I I FROM SEPTIC LIMITS OF CLEARINe-, CV1 - - ------- ----- soFC�gR EL. 0.8' 13.11 c G cv -ti WATER IN PALE BROWN FINE 11DWELLING WITH PUBLIC W TER I 'j z TO COURSE SAND SW DWELLING WITH PUBLIC WATER IL N' nD111 A < �D rDt� REMOVE AND FILL O EXISTING SEPTIC '.M,- -­ 4& f.- SYSTEM PER SCHDS �....... REQUIREMENTS 41 - - - - - - - - --- - -- -- ---UPGRADE-- Fmo PER I SCHDS REQUIREMENTS '-f 0 AREA OF EXISTING TEST HOLE DATA SYSTEM ELEVATION 4 0' SEPTIC 0 E 'C EXISTING TFC)R isTy. min. McDONALD GEOSCIENCE RAG FMAINTAIN MIN.2(Y GARAGE TEST HOLE 11PERATION BETWEEN EL 13.9' SEPTIC SYSTEM AND C) 04/26/2011 ra DRYWELLS PER SCHDS oo,FSEPERATION BETWEEN rX MIVEWAY -4 S 46-4130"E 160.00 MAINTAIN MIN W.h] A SYSTEM AND M cf) -A - C ER LINE PER SCHDS -E­ .125.82' . . ..... B A Y V I E W AVENUE WATER IN STREET) - - -(VACANT) DWELUNQ S C T M# 10 0 0 s 2 5 2 0 10 PUBLIC WATER "O Q 15V RADIUS FROM SEPTIC Abandonment of eXiStir-9-Mrlt2TY sys"A_tl Mus e in hd pa sr. crtr(, it M 0 roof SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES completed form WWM-_10-cQUI-25? PERNuT Fo-R A-i�;PROVAL OF CONST RUCT,ION FORA an SINGLE FAiMLY RESIDENCE ONLY 0 SURVEY: 05-03-2011 C11 MEETS AND BOUNDS: SITE PLAN DATE ' H.S. REF- NO, PECONIC LAND SURVEYORS, JOHN METZGER SCALE: 1" 50'-01 APPROVED LIC. 49618 For. IVIAX11MUM OF (0 ' BEDROOMS DRAWN:-MH MS SCALE: 1"=50' EXPIRES THREE YEARS FROM DATE OF APPROVAL JOB 4: June 15,2011 FLOOD ZONE FROM FIRM MAP SHEET NUMBER; 36103CO158H S-4 a REVISIONS: HEALTH DEPT. 06p512011 V 1 / 1'aa'6"deep I N / O / F JOHN J. HASSETT Jr. 'Ah Ext,oy"llso z 1 EL. 21, XY/VKA-mED: OUSE �D YVG�ELL DWELLING WITH PUBLIC WATER J 1 20' J LL 1 D'W' / 1 REMOVE AND FILL ' 8 dta.6 deep _ / I O DRYWELL /� �� _ EXISTING SEPTIC r SYSTEM PER SCHDS e y ' 0 ,- 19.5' O EL. ® I REQUIREMENTS J I 1 v' 13.2' w u oVi m � BUILDING ENVELOPE BUILD UP GRADE PER x 1 NEW GRADE AT EL• / AREA OF EXISTING SCHDS REQUIREMENTS 24.3' 3� SEPTIC: EL.14.0' 13 8' I SEPTIC SYSTEM TO ELEVATION 14.0' FOR SEPTIC SYSTEM EXISTING N 1 STY' "' I 11.�' I ► MAINTAIN MIN. 20' min. cV O,,,__:__.,_ GARAGE TEST HOLE I SEPERATION BETWEEN W / EL. 13.9' EL.14' SEPTIC SYSTEM AND 1 DRYWELLS PER SCHDS h s Lv z ;. MAINTAIN MIN. 10' min. UTILITY EX. DRIVEWAY S 460 41'30�� E 160.00' UTILITY SEPERATION BETWEEN POLE POLE PAVERS t WATER SEPTIC SYSTEM AND METER WATER-LINE PER SCHDS41 a EDGE OF PAVEMENT B A Y V I E W A V E N U E ;—r(:IAL, GC)ND- ITIOl\1 r' `',•� {^✓�s'fi p.i SVE AT�'laCHED d GRADING � WATER 1N STREET �1i2 PLAN�►T�,[IJ/'�Ft PLOT PLAN SCTM# 1000-52 -5-2 (VACANT) DWELLING w 0 PUBLIC WATER O ¢�o N PROPOSED SEPTIC LOCATION: SYM.: DESCRIPTION: FROM FROM PARTIAL SITE PLAN LOC. A: LOC. B: DRAWN: MH/MS ST 1500 gal. SEPTIC TANK 19.0' 20.1' SCALE: 1" = 20'-0' SCALE: 1"=20' LP 1 8' dia. 8' deep LEACHING POOL 30.4' 35.5' O ,OB15,2011 LP 2 8' dia. 8'deep LEACHING POOI-j 34.1' 30.2' SHEET NUMBER: S-2 .; REVISIONS: HEALTH 06AS12011' DEPT. PROPOSED SEPTIC SYSTEM DETAIL (NOT TO SCALE) HOUSE FIN. FLOOR: EL. 16.5' Tow,Vim, FINISHED GRADE FINISH GRADE ,�� ELEV. 14.0' ELEV. 14.0' � � TOP EL. 13.0' f-1' MIN. TOP EL. 12.4' 1'MIN. 6 MIN.4"DIA. APPROVED PIPE 1500ga1. LEACHING LEACHING 14' SEPTIC 8, APPROVED PIPE POOL POOL 8-0" � m q 12.5' min. PITCH 1/4"/1' TANK min. PITCH 1/8"/1' 3'CLEAN INV. EL. 11.6 , a INV. EL. 12.2' SAND . EL. un INV. o NV 811 3� ' COLLAR g' ►I $�� 8� � MIN. ITS a 2 POOL SYSTEM BOT. EL. 4.1' GROUND WATER ELEV. 0.8' w rn MINIMUM SEPERATION DISTANCE TO SEWAGE DISPOSAL SYSTEM, w;.. .., . . p R „ AR C.`ka °k d BUILDING WELLS(1) NOTES: Ili 1. DISTANCES BETWEEN LEACHING POOLS AND WELLS ARE BASED UPON DEPTH OF THE WELL(S)INVOLVED OR REALTY SUBDIVISION�� � ^ W REQUIREMENTS.REFER TO"STANDARDS AND PROCEDURES FOR PRIVATE WATER SYSTEMS". FROM THE PROPERTY WATER LEACHING STORM SURFACE SWIMING J CELLAR SLAB PUBLIC PRIVATE +%4� NEAREST PART OF LINES LINES(3) POOLS DRAINS WATER(2) POOL 2. DISTANCES BETWEEN LEACHING POOLS AND WETLANDS ARE SUBJECT TO APPROVAL BY THE NEW YORK STATE DEPARTMENT O,tip ��st ENVIROMENTAL CONSERVATION PRIOR TO ISSUANCE OF SUFFOLK COUNTY APPROVAL. SEPTIC TANKS 10, 5' 5' 10, 8' 20' 175' 75 75' 20' 3. IF PROVEN TO BE ABSOLUTLY NECESSARY.WATER LINES MAY BE APPROVED WITHIN 10 FEET OF A SEWAGE DISPOSAL SYSTEM. PROVIDED THE WATER LINE IS PROTECTED FROM CONTAMINATION OR DISTURBANCE(eg.INSTALLATION OF LINE INSIDE A ' �x LARGER DIAMETER LINE FOR PROTECTION). LEACHING POOLS 10, 10, 5' 10, 8' 20' 200' 100y150' lo0' 20' 4.INCREASED DISTANCE MAY BE REQUIRED BASED UPON SITE CONDITIONS. K a LEACHING POOL 10, 10, S' 10, 8' 29 200' NO CLOSER THAN EXISTING 20' s rs� , ADDITION POOL OR 100' -SCTM# 1000-52-5-2 LEACHING POOLS SEPTIC TANK NOTES: 1). MINIMUM LEACHING SYSTEM IS 2 POOLS;8'DEEP,8'DIA. 1).MINIMUM SEPTIC TANK CAPACITIES IS 1500 GALLONS. A WO 2).LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST"REINFORCED CONCRETE 2).CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 psi AT (OR EQUAL). 28 DAYS. �O 3).ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). 3).WALL THICKNESS SHALL BE A MINIMUM OF 3",ATOP THICKNESS OF 6"AND A N BOTTOM THICKNESS OF 411.ALL WALLS,BOTTOM AND TOP SHALL CONTAIN `V 4).A MINIMUM DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. MAINTAINED. 4).ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 5).AN 8'MIN.DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. 5).THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH A DRAWN: MH/MS MAX.TOLERANCE OF+/-1/4")ON A MINIMUM 3"THICK BED OF COMPACTED SCALE: NTS SAND OR PEA GRAVEL. JOB#: June 15,2011 6).A 10'MIN.DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. SHEET NUMBER: S-3 1\ SURVEY OF PROPERTY AT ARSHAMOMOO UE �9 TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 1000-52-05-02 SCALE. 1"-30' MAY 3, 2011 DECEMBER 1, 2011 (FOUNDATION LOCATION) 5 F J0� � Q �►� 9�9 IO `� G�• � gyp; y,��, 9 � 010H100S 10 NMOl - ti �`�� s h16 ��• '��.� s o ys may, U0Z 7 a � 16 l• Ck q,O ON 0. OjAD 10. , 'ems OF � 1 �0� `sue. \\ x''s. ��` 0 10 �\ Qe: d \ 5 l EDGE OF TIDAL WETLANDS AT CONCRETE SEAWALL AS DELINEA TED BY SEA LEVEL MAPPING ON MA Y 2, 2011 FLOOD ZONE FROM FIRM MAP NUMBER J610JC0158H SEP TEMBER 25, 2009. ELEVATIONS REFERENCED TO N.A. V.D. '88 TEST HOLE DATA MCDONALD GEOSCIENCE 4126111 I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE 1.19, DARK BROWN LOAM �L DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES ----- 0.5• /lO and will abide by the conditions set forth therein and on the BROW SILT ML permit to' construct. ----- a, l BROWN CLArEY SAN4 SC The location of wells and cesspools shown hereon are ----- 5' from field observations and or from data obtained from others. r, "at :j .: PALE BROWN nN£ TL COARSE SAND SW ANY ALTERATION OR ADDI 170N TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CER77FICA77ONS EL 0.8- ---- ���• �,� HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF WA MR SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR , :- ,:N.::Y.�:__LIC. NO. 49618 WHOSE SIGNATURE APPEARS HEREON, WATER IN PALE BROWN ME TO COARSE SAND SW PEC lE URVEYORS;"p> AREA=33,261 SCE. FT. ,r (631� ;�:,5b20 X-~', 1) 765-7797 TO TIE LIME 1230 TRAVEL—E-R- T SOUTHOLD, M Y. 71977 F11-137 S.C.D.H.S. REF. NUMBER R10-11-0042 N SURVEY OF PROPERTY A T ARSHAMOMOQUE TOWN OF SOUTHOLD SUFFOLK COUNTY N. Y. 1000-52-05-02 SCALE: 1'--30' W Y 3, 2011 DECEMBER 1, 2011 (FOUNDATION LOCATION) NOVEMBER 7, 2012 (FINAL) 0 777 ril AG 5 00. Ik .......... C01,014y JROAD O. oh ,ell -P 0 3: EDGE OF 77DAL WETLANDS AT CONCRETE SEAWALL AS JAN 3 nil, DELINEATED By SEA LEVEL MAPPING ON MAY 2, 2011 14-1 .7 FLOOD ZONE FROM FIRM MAP NUMBER J610JC0158H SEP TEMBER 25, 2009. EL E VA TIONS REFERENCED TO N.A. V.D. '88 TEST HOLE DATA lager-, MCDONALD GEOSCIENCE ?- 4126111 U: I CM familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DARK BROWN L04M OL DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES ------1 0.51 and will abide by the conditions set forth therein and on the BROW SILT Ak permit to construct. ------ - BROW CLAWY.AND SC /6 ' The location of wells and cesspools shown hereon are from fleld observations and or from data obtained from others. ANY ALT1 ERA 770N OR ADDITION TO THIS SURVEY IS A VIOLA 77ON PALE BROWN nN 70 COARSE SAND SW OF SECTION 7209 OF THE NEW YORK S rA 7E EDUCA 77ON LAW EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CER70CA 77ONS EL 0.8- ----- lay, HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF WA 7rR SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR "7ffV. Y.S. L I C. N 0. 49618 WHOSE SIGNA 77JRE APPEARS HEREON WA 7M IN PALE BROWN RNE TO COARSE SAND SW ECONIC- '502EYORS, P.C. AREA=33,261 SO. FT, Ile 631) 765-5020 FAX (631) 765-1797 TO 11E LINE P.O. BOX 909 12JO TRAVELER STREET SOUTHOLD, N. Y 11971 REVISIONS: PROJECT SITE DATA• NONTURFF BUFFER AS DEFINED BY SOUTHOLD TOWN TRUSTEES: ANY PERVIOUS MATERIAL ALLOWING FOR PERCOLATION OF SURFACE RUNOFF INTO THE SOIL,EXAMPLES INCLUDE:NATURAL VEGATATION,WOOD CHIPS,MULCH, PILING sctm# 1000-52-05-02 " DESCRIPTION: AIREA: LOT COVERAGE: EXCAVATE: FILL: REMARKS: GRAVEL,AND SAND.FERTILIZERS AND IRRIGATION MAY NOT BE USED WITHIN THE NONTURF BUFFER AREA. PROPERTY: 33,260!.5 SQ. FT. 0.76 ACRES SURVEY: 05-03-2011 PROPERTY TO SEA WALL: 30,775!.4 SQ. FT. 0.71 ACRES PE_R_M15SIB EVE,ETATIONTOBEPLANT DINNONTURFBUFFERAREA- MEETS AND BOUNDS: GRASSES/FLOWERS/HERBACEOUS PERENNIALS: SHRUBS: PECONIC LAND SURVEYORS, JOHN METZGER EXISTING HOUSE- 1,717 SQ. FT. 0.8% 50 CU. YDS. 701 CU. YDS• TO BE REMOVED >BLACK GRASS(JUNCOS CERARDI) >GROUNDSEL BUSH(BACCHARIS HALMIFOUA) LI C. 49618 EXISTING DECKS/STOOPS.• 475 SQ. FT. 1.51% S CU YDS. 5 CU YDS. TO BE REMOVED >SPIKEGRASS(DISTICHLIS SPIC.ATA) >MARSH ELDER(IVA FRU A TENSCENS) S H A M 0 M 0 Q U E ' PILING . . >SALT•MARSH ASTER(ASTERTENUIFOLIUS) >BEACH ROSE(ROSA RUGOSA) EXISTING GARAGE: 537 ;SQ. FT. 1.p0/O >SEASIDE PLANTAIN(PLANTAGOMARITIME) >BEACH PLUM(PRUNUS MARITIME) M FLOOD ZONE FROM FIRM MAP P 0 N D '� ' 36103CO158H >SEA LAVENDER(LIMONIUM CAROLINIANUM) >STAGHORN OR SMOOTH SUMAC(RHOS SP) �'\,\ °'�"�� I �('�'''���'�i• PROPOSED HOUSE: 1,880) SQ. FT. 6.1% 200 CU. YDS. 40 CU. YDS. >PURPLEORPINKGERARDIA(GERARDIAMARITIME) >NORTHERN BAYBERRY(MYRICAPENNSYLVANICA) -,w.12 UJ tIV t >ARROW GRASS CFRIGLOCHIN MARITIME) >INKBERRY(ILEX GLABRA) i I` J 0 PROPOSED DECK/ PORCH: 695 SQ. FT. 2.3% 5 CU. YDS. 4 CU. YDS. >JOINTED GLASSWORT(SALICORNIAEUROPEA) >WINTERBERRY(ILEXVERTICILLATA) >SALT-MARSH FLEABANE(PLUCHEA PURPURASCENS) TREES: EXISTING SEPTIC SYSTEM: - 32 CU. YDS. 32 CU. YDS. >SEASIDE GOLDENROD(SOLIDAGO SEMPERVIRENS) >EASTERN RED CEDAR(JUNIPERUS VIRGINIANUS) >SWITCHGRASS(PANICUM VIRGATUM) >BLACK CHERRY(PRUNUS SERbTWA) PROPOSED SEPTIC SYSTEM: - - 32 CU. YDS. 32 CU. YDS. >WHITE OR BLACK OAK(QUERCUSSP) A) -MEAN HIGH WATER TIE LINE N 42�53�ji� W >VIRGINIA CREEPER(PARTHFNOCISSUS QUINQUEFOLI - >SHAGBARK HICKORY(CARYA OVATA) >COASTAL PANICGRASS(PANICUM AMARULUM) 1 _ EXISTING DRI VEWAY.- 243 SQ. FT. 0.8% - - NON PERVIOUS >AMERICAN BEACHGRASS(AMMOPHILA BREVILIGULATA FERN) >PITCH PINE(PILAUS RIGIDA) ry L. \•\ V TIE L I N E >SWAMP MAPLE(ACFRRUBRUM) / T P AL L A K --- EL- NON-TURF >BEARBERRY(ARCTOSTAPHLOS UVA-URSI) J >SHORE JUNIPER(JUNIPERUS CONFERTA) >AMERICAN HOLLY(ILEX OPACA) ---�� f--�'�(�%-- (--CONCR E SEA WALL- \ OF ALL } BUFFER EXCESS Fl!!TO BE USED >TUPELO(NYSSA SYLVATICA) � J 1 r ON r l (''' r' CO CR TOTALS: 3112 SQ. FT. 10.2% 324 CU. YDS. 214 CU. YDS. FOR FINAL GRADE - - - - E X' (' (� ' ' ETE SEA WALL_ FLOOD ZONE i~` r _r �,.� r- t. >WITCH HAZEL(HAMAMELIS VIRGINIANA) LINE (�% ty /-1, •r, r�,J--,r_"'._,'s".'J-_-!-•�---��-�,-1_.. �f /^`l,r-'- '-J �...L.. .�_G /� 1 ter!r/, --J �;.•r / 1- >FLQWERING DOGWOCID(CORNUS FLORIDA) / - % f.� / r- . `�' r s•- - .- E PROPOSED SEPTIC LOCATION: >SASSAFRAS(SASSAFRAS ALBIDUM) SYM.: DESCRIPTION: FROM FROM NB BUFFER F ^�FLOOD 2 NE LINE LOC.A: LOC.B: `` f ST 1500 gal.SEPTIC TANK 19.0' 70.1' FLOOD ZONE 'LP I B'die.B'deep LEACHING POOL 30,4' 35.5' ZONE X `'~�., LINE ! LP 2 8'dia.S'deep LEACHING POOL 34.1' 30.2' 0 2 W y P ) PROPOSED SEPTIC SYSTEM DETAIL 150' RADIUS rm _ `EL.10 (NOT TO SCALE) r-r HOUSE FIN.FLOOR:EL.16.5' FROM SEPTIC FINISHED GRADE DO - E FINISH GRADE LEV,14.D' I (( O I,. ELEV.14.o' 150' RADIUS c�l...I..•�MC?!!!��? � TOP R.13.0' 1'MIN. TOP EL,12.4' 1'MIN. 6„ O '- FROM SEPTIC ALL PLUngEiNG'1'JA.>TE 14' APPROVED PIPE 'SEPTIC Q A PROVEDIPIPE POOL POOL ' cL.12'- ;' L �/ TESTING c-r' g LEACHING LEACHING LIMITS OF CLEARING WATER r 12.5' min.PITCH 1/4"/1' TANK -in.PITCH 1/8"/1' ' INV.EL.11.6' 8'0" 3 CLEAN INV.EL.12.2' ram-SAND INV.EL. 8" COLLAR MIN. : ~may O E]I N PLUMBER CERTIFICATION 2 POOL SYSTEM p BOT.EL,4Y GROUND WATER !+L 43 0 i 4 , ON LEAD CONTENT BEFORE ELEV.0.8' O i `'` �Cry CERTIFICATE OF OCCUPANTY SOLDER USED IN WATER .:�. SYSTEM NO ' z EL. 12 /tN ---------- - - -------...__,_-._..- -- _ _ - „ _.___,____.______ ,___.._-..___-_�_T.____.________._-�_.... ___�_ -- OF 1�o LEA SUPPLY�1 STEM C _.�.�0, - ' '- - $' - = - x.y �- - EXCEED 2/10 D d 26.1' M N O F KEVIN M. & CAROL L ONS Lu00 EL. 13.9' DWELLING WITH PUBLIC W TER w ' 'cria:6"deep 0 N / O/ F JOHN J. HASSETT Jr. w 0.5'I DARK BROWN LOAM OL 0 rL, 21'STY,-1=RAKv b HOUSE' '- DRYW.ELL 0 NOT PROCEED WITH 12�, FIN.FLR.:EL.16.5' DWELLING WITH PUBLIC WATER AMING UNTILSUR OUN�,RTIC BROWN SILT ML n ';, � 4toN 0' O EL.14 ,.` ..v_ �� S 6CEN r,, l"CIlJ4�l�. 2: 3 B'dia- deep REMOVE AND FILL > Q • AR1'W£LL � D , - - - ;;;_1:3-r-�2_'-• EXISTING SEPTIC -- _.._-o- SYSTEM PER SCHDSBROWN CLAYEY SAND SC 5 REQUIREMENTS d L O rw aox O BUILD UP GRADE PER �� '�" o 4 N PALE BROWN FINE TO � / NEW GRADE A7 £L, - AREA OF EXISTING SCHDS REQUIREMENTS C RSE SAND SW 4- 43 SEPTIC:EL.14.0' 13,B' SEPTIC SYSTEM TO ELEVATION 14.0' OU EL. �a�'. ,, FOR SEPTIC SYSTEM l 14.4' EXISTING ; N 1 STY. (DF 1). ° s v MAINTAIN MIN. 20' min. ' GARAGE TEST HOLE SEPERATION BETWEEN AP ROVED AS NOTED 1 / - EL. 13.9' - EL. 1a' SEPTIC SYSTEM AND EL. 0.8 - n 7/0 ,,. DRYWELLS PER SCHDS DATE' l B.P.#3� - o WATER IN PALE BROWN FINE A MAINTAIN MIN. 10' min. FEE:-3`� BY �- N v E TO COURSE SAND SW UTILITY EX. DRIVEWAY � S 460411301I E 160 001 UTILITY NOTIIFY BUILDING DEPARTMENT A � 4 � o POLE PAVERS POLE SEPERATION BETWEEN 765-180 8 AM TO 4 PM FOR TH x u dp WATER SEPTIC SYSTEM AND `� v METER FOLILO NG INSPECTIONS: o m WATER LINE PER SCHDS 1. FIO NDATION-TWO REQUIRED a' °; FI0 POURED CONCRETE ' EDGE OF PAVEMENT W 2. R GH-FRAMING,PLUMBING, S RAPPING,ELECTRICAL&CAULKIN ; 00 ` TEST HOLE DATA _ 425.82' B A Y V I E �� A V E N U E 3. I SULATION v 4. WAL-CONSTRUCTION &ELECTRIC L ,5 0 McDONALD GEOS�CIENCE NIUSTBECOMPLETEFORC.O. 04 26 201 (WATER IN STREET) L CONSTRUCTION OF THE CODES OF NE � V E v =QUIREME \o � in ARK STATE. NOT RESPONSIBLE FOR c°0v f;N OR CONSTRUCTION ERROPS w G SITE PREPERATION; RETAIN' STORM WATER RUNO>`F 1). EXCAVATION MUST NOT BEGIN UIATIL THE LOCATIONS OF UNDERGROUND WIRES, EJ 1 -� CABLES AND PIPES HAVE BEEN MAR (VACANT) DWELLING MARKED OR UNTIL VERIFICATION FROM UTILITY � 1 PURSUANT TO CHAPT R�7136. COMPANIES THAT THE AREA IS CLEAR. OF THE. TOWN CODE" Q PUBLIC WATER (, N 2).CONTRACTOR AND EXCAVATOR SHALL INSPECT PROPERTY FOR EXISTING UTILITIES O BEFORE EXCAVATION BEGINS.ANY DIGGING WITHIN 24 ICHES OF UTILITY MUST BE DONE BY HAND. f 1 w V 0 0 �, L 0 3).CLEAR THE SITE AT LEAST 20-25 FEET(IF APPLICABLE)FROM THE FOUNDATION. ( , ELECTRICAL 1 T J cn A).CUT UP TREES(VERIFY WITH OXLX�NER)AND HAUL THEM AWAY, �+ 15(D'RADIUS �9i B).CHIP BRUSH. FROM SEPTIC INSPECTION REOUIRED Q.REMOVE STUMPS AND HAUL THEM AWAY, W �1 4).RETAIN AS MUCH TOP SOIL AS POSSIBLE TO PRESERVE THE ENVIROMENTAL E"I QUALITY OF THE PROJECT SITE. Q 5).WHEN THE TOP SOIL IS PRESERVED„TILL THE SOIL FIRST,AND THEN REMOVE TO A SAFE LOCATION WITH A FROINT END LOADER. SITE PLAN 6).FOUNDATION EXCAVATIONS SHOULD BE AS LEVEL AS POSSIBLE.SET ELEVATION 150' RADIUS x BENCH MARK PRIOR TO EXCAVATUON. �"FROM SEPTIC 7).OVER DIG FOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR A WELL- SCALE. 1" = 20'-0' DRAINING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK. A).IF THE DEPTH OF EXCAVATION IS 6 FEET OR LESS.OVER DIG BY 3-4 FEET. B),IF THE EXCAVATION IS DEEPER 7fHAN 7 FEET,THE SIDES MUST BE SLOPED OUTWARDS AT A 45 DEGREE AMGLE ABOVE 4 FEET OR INSTALL SHORING. 8).HILLSIDE EXCAVATION:EXCAVATE'THE HILL BACK TO AN ANGLE OF REPOSE-THE ANGLE AT WHICH THE SLOPE IS STMBLE,USSUALLY BACK TO A SLOPE OF 2:1 (VERIFY SOIL CONDITIONS). A).AN UNSHORED VERTICLE CUT Sl'HOULD NOT EXCEED 5 FEET ON A SLOPED SITE. 9).PROTECT GRASS,TREES AND OTHEM PLANTS WHENEVER POSSIBLE. : #. ? > DRAWN: MH/MS 10).DO NOT CLEAR OR EXCAVATE LAFRGE AREAS TO FAR 1N ADVANCE OF CONSTRUCTION; 76 )' �; SCALE: 1/4"=V-0" DISTURB VEGETATION ONLY AS NIEEDED,THEN RESEED OR REPLANT AS SOON AS PRACTICAL. JOB#: September 29,2011 11).LIMIT EQUIPMENT TRAFFIC IN ANED OUT OF THE JOB SITE-DO NOT DRIVE OVER Ys �,.� .:. SHEET NUMBER: UNCLEARED AREAS.PROTECT UN(CLEARED AREAS WITH SNOW FENCING OR OTHER BARRIERS,PLACE BARRIERS AROUPND THE DRIP-LINE OF TREES TO PREVENT INJURY • TO THE ROOT SYSTEM.IF A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE CONSTRUCTION BEGINS,A TEMPCOARY GRAVEL DRIVEWAY SHOULD BE INSTALLED WHERE VEHICLES ENTER THE JOB!SITE. S- 1 REVISIONS: STORMWATER M REOUIREMENTS WHERE APPLICABLE 2"X2"STAKES STANDARD AND SPECIFICATION FOR STRAW BALE DIKE STANDARD AND SPECIFICATION FOR SILT FENCE 2'IN THE GROUND WIRE TIE DEFINITION: DEFINITION: A TEMPORARY BARRIER OF STRAW OR SIMILAR MATERIAL USED TO A TEMPORARY BARRIER OF GEOTEXTILE FABRIC(FILTER CLOTH)USED BALES BUTTED TIGHTLY TOGETHER INTERCEPT SEDIMENT LADEN RUNOFF FROM SMALL DRAINAGE AREAS TO INTERCEPT SEDIMENT LADEN RUNOFF FROM SMALL DRAINAGE AREAS OF DISTURBED SOILS. Of DISTURBED SOIL. NOTE; SILT FENCE IS PREFERRED,IF SIGNIFICANT GRADE EXISTS,STRAW BALES MAY BE / PURPOSE: PURPOSE: REQUIRED TO BE PLACED ON THE DOWNSTREAM SIDE OF THE SILT FENCE. '�/�/��/ THE PURPOSE OF A BALE DIKE IS TO REDUCE RUNOFF VELOCITY AND THE PURPOSE OF A SILT FENCE IS TO REDUCE RUNOFF VELOCITY AN 1Y EFFECT DEPOSITION OF THE TRANSPORTED SEDIMENT LOAD.STRAW EFFECT DEPOSITION OF TRANSPORTED SEDIMENT LOAD.LIMITS IMPOSED BALE DYKES HAVE AN ESTIMATED DESIGN LIFE OF THREE(3)MONTHS. BY ULTRAVIOLET STABILITY OF THE FABRIC WILL DICTATE THE MAXIMUM WATER CONDITIONS WHERE PRACTICE APPLIES: PERIOD THE SILT FENCE MAY BE USED. �6' THE STRAW BALE DIKE IS USED WHERE: CONDITIONS WHERE PRACTICE APPLIES: 1).NO OTHER PRACTICE IS FEASIBLE. A SILT FENCE MAY BE USED SUBJECT TO THE FOLLOWING CONDITIONS: 1).MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO 2).THERE IS NO CONCENTRATION OF WATER IN A CHANNEL OR A SILT FENCE ARE: OTHER DRAINAGE WAY ABOVE THE BARRIER. SLOPE MAXIMUM SLOPE STEEPNESS: LENGTH(FT.) 3).EROSION WOULD OCCUR IN THE FORM OF SHEET EROSION. 2:1 50 T 4).LENGTH OF SLOPE ABOVE THE STRAW BALE DOES NOT EXCEED 3:1 75 W THESE LIMITS: CONSTRUCTION PERCENT SLOPE LENGTH 4:1 125 SLOPE SLOPE (ft.) 5:1 175 2A 50 25 FLATTER THAN 5:1 200 ® W PRE-ASSEMBLED 2-1/2:1 40 50 2).MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW TO A SILT FENCE Q SILT FENCE STRAW BALE AND SILT FENCE 3;1 33 75 SHALL NOT EXCEED 1/2 ACRE PER 100 FEET OF FENCE:AND 3). EROSION WOULD OCCUR IN THE FORM OF SHEET EROSION;AND 3-1/2:1 30 100 Z 4:1 25 125 4).THERE IS NO CONCENTRATION OF WATER FLOWING TO THE BARRIER. WHERE SLOPE GRADIENT CHANGES THROUGH THE DRAINAGE AREA, CRITERIA FOR SILT FENCE MATERIALS ADJACENT ADJACENT STEEPNESS REFERS TO THE STEEPEST SLOPE SECTION CONTRIBUTING Z TYPICAL RESIDENTIAL FLOW TO THE STRAW BALE DIKE. 1).SILT FENCE FABRIC:THE FABRIC SHALL MEET THE FOLLOWING ® O PROPERTY PROPERTY SPECIFICATIONS UNLESS OTHERWISE APPROVED BY THE HOUSE FOOTPRINT THE PRACTICE MAY ALSO BE USED FOR A SINGLE FAMILY LOT IF THE APPROPIATE EROSION AND SEDIMENT CONTROL PLAN APPROVAL C) SILT STOP SLOPE IS LESS THAN 15 PERCENT.THE CONTRIBUTING DRAINAGE AUTHORITY.SUCH APPROVAL SHALL NOT CONSTITUTE STATEWIDE Ry POST _ • lf� AREA 1N THIS INSTANCE SHALL BE LESS THAN ONE ACRE AND THE ACCEPTANCE.STATEWIDE ACCEPTABILITY SHALL DEPEND ON IN lP LENGTH OF SLOPE ABOVE THE DIKE SHALL BE LESS THAN 200 FEET. FIELD AND/OR LABORATORY OBSERVATION AND EVALUATIONS. ('^/ x BACKFILL MINIMUM FABRIC PROPERTIES ACCEPTABLE TEST METHOD VALUE GRAB TENSILE j STRENGTH(Ibs.) 90 ASTM D1682 11 ELONGATION AT ~ NATIVE / FAILURE(%) 50 ASTM D1682 SOIL MULLEN BURST 190 ASTM D3786 PROPERTY LINE RECOMMENDED STRENGTH(PSI) EVENLY SPREAD STRAW TOE-IN PUNCTURE STRENGTH(Ibs.) 40 ASTM 0751 FROM APPROXIMATELY FULL WIDTH OFR/W PRE-ASSEMBLED SILT FENCE FLOW 0.3 (gal/mi s>7 (USUALLY IT) EQUIVALENT OPENING SIZE 40-80 U5 ST.SIEVE W CW-00215 UULTRAVIOLETRADIATION 90 ASTM G 26 STABILITY(o%) W 2).FENCE POSTS(FOR FABRICATED UNITS):THE LENGTH SHALL BE A C CURB GUTTER OF 36 INCHES LONG.WOOD POSTS WILL BE OF SOUND QUALITY HARDWOOD WITH A MINIMUM CROSS SECTIONAL AREA Q OF 3.0 SQUARE INCHES.STEEL POSTS WILL BE STANDARD T AND ►Wr CITY STREET U SECTION WEIGHING NOT LESS THAN 1.00 POND PER LINEAL FOOT. 3).WIRE FENCE(FOR FABRICATED UNITS):WIRE FENCING SHALL BE A MINIMUM 14-1/2 GAUGE WITH A MAXIMUM 6 IN.MESH OPENING, O OR AS APPROVED. STRAW BALE DIKE DETAILS SILT FENCE DETA I LS 4).PREFABRICATED UNITS:ENVIROFENCE OR APPROVED EQUAL MAY V1 BE USED IN LIEU OF ABOVE METHOD PROVIDING THE UNIT IS INSTALLED PER DETAILS SHOWN, BOUND BALES PLACED 2 RE-BARS.STEEL PICKETS OR SPACING OF POSTS FILTER CLOTH:FILTER X. TO BE 6 l0 FEET APART MIRAFI 100X IN CONTOUR 2"X2"STAKE 1-1/2.2-IN GROUND. S t I j DRIVE STAKES FLUSH WITH BALES. SPPRO EDA EQUAL. 1 f OR APPROVED EQUAL. I l�( 1. SET STAKES 2. EXCAVATE A 4" X 4" TRENCH UPSCALE x ,ice o_�. ALONG THE LINE OF STAKES. DRAINAGE AREA NO MORE THAN 1/4 AC.PER 1(' > 6'Max. 100 FETT OF STRAW BALE DIKE FOR SLOPES LESS THAN 25%. Y.{ . �i CD N ++a y1i }S:II rri''t f"r nliKr,-,tkY7.Ti' I + �i ;.�tY.-. -- O 4 MIN. : #r .. '? ' rl } }sly # m - � �rl,s PROPERLY INSTALLED STRAW BALE } a Li cY o .y (Cross-Section) 2'MIN. I FOR ADDITIONAL STRENGTH FILTER FABRIC o (CAN BE ATTACHED TO A 6 INCH(MAX.)MESH =psi a+l }1 : , - 411 )WIRE SCREEN WHICH HAS BEEN FASTENED TO 11 o -4 POSTS.(14 1/2 GA.6"MAX.MESH OPENING) mot+ V 1. Excavate the Trench 2. PLACE AND STAKE STRAW BALES. BACKFILLED TRENCH R u ..__ 3. STAPLE FILTER MATERIAL TO STAKES 4. BACKFILL AND COMPACT v \ AND EXTEND IT INTO TRENCH, THE EXCAVATED SOIL. ANGLE FIRST STAKE TOWARD N p / PREVIOUSLY LAID BALE r0 IN r ! ATTACHING TWO SILT FENCES WEDGE LOOSE STRAW FILTER FABRIC MATERIAL SECURELY W 4" / I BETWEEN BALES. FASTENED TO THE POSTS OR IF USED THE WIRE MESH u Li H H V SHEET FLOW INSTALLATION ` C) PLACE THE END (PERSPECTIVE VIEW) CJ) APPROXIMATELY 6 INCHES POST OF THE OF FILTER FABRIC MATERIAL SECOND FENCE o� BALES MUST BE TIGHTLY CONSTRUCTION SPECIFICATIONS: MUST EXTEND INTO A INSIDE THE END N ABUTTING WITH NO GAPS. TRENCH AND BE ANCHORED POST OF THE H 1).BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE WITH COMPACTED BACKFILL FIRST FENCE �+ CONTOUR AND IN A ROW WITH ENDS TIGHTLY ABUTTING MATERIAL. \ THE ADJACENT BALES. \ ROTATE BOTH POSTS CONSTRUCTION SPECIFICATIONS: 2).EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM Of POSTS:STEEL EITHER AT LEAST 180 V � (4)INCHES AND PLACED SO THE BINDINGS ARE HORIZONTAL. 'T"OR"U"TYPE OR DEGREES IN i).WOVEN WIRE FENCE TO BE FASTENED SECURELY TO � 2"X2"HARDWOOD - A CLOCKWISE A 3'MAX. A FENCE POSTS WITH WIRE TIES OR STAPLES. ® \ 3).BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO RUNOFF DIRECTION x STAKES OR RE-BARS DRIVEN THROUGH THE BALE.THE FIRST SEAL WITH THE CREATE A TIGHT B 2).FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN" STAKE IN EACH BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY FABRIC MATERIAL WIRE FENCE WITH TIES SPACED EVERY 24"AT TOP LAID BALE AT AN ANGLE TO FORCE THE BALES TOGETHER.STAKES AND MID SECTION. SHALL BE DRIVEN FLUSH WITH THE BALE. 3).WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH ' DIRECTION OF RUMIOFF WATERS OTHER THEY SHALL BE OVER BY SIX INCHES 4).INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL 16 INCHES BE MADE PROMPTLY AS NEEDED. (MIN.) DRIVE BOTH POSTS AND FOLDED. APPROXIMATE I ABOUT 10 INCHES5).BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR 4"X 4"TRENCH _ 4).MAINTENANCE SHALL BE PREFORMED AS NEEDED AND "s, �y A 9' INTO THE GROUND „ �*« y 3. BACKFILL AND COMPACT THE �/'� POINTS A SHOULD BE HIGHER THAN POINT B MATERIAL REMOVED WHEN BULGES DEVELOP IN THE USEFULNESS 50 AS NOT TO BLOCK OR IMPEDE STORM FLOW OR AND BURY FLAP EXCAVATED SOIL. DRAINAGE. DRAINAGE INSTALLATION SILT FENCE. (FRONT ELEVATION) DRAWN: MH/MS VA SCALE: 1/4"=V-0" a 1: '. • ` 4 JOB#: s _ September 29,2011 y ST IEET NUMBER: 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 I-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 UNDERWRITTERS 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 (G185) 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 IBIDDERS 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 15 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 IT'S 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 REBAR AND WALL TIES. • ALL SUBFLOORING TO BE APA RATED 3/4" 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 BUDDER 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 CONSIDERATION THE BIDDER MUST PROVIDE BOTH THE OWNER AND ARCHITECT (IF STRUCTURAL) WITH SPECIFICATIONS AND/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 PARALEEL 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 ELIECTRICAL 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 BEFORE FINAL PAYMENT IS APPROVED, OR AS SOON AS WORK IS COMPLETED IIF REQUESTED. 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 SOIL BEARING IS ASSUMED TO BE 2 TONS PER SQUARE FOOT, AT A FOOTING DEIPTH INDICATED ON PLANS. ACTUAL CONDITIONS TO SIMPSON OR APPROVED EQUAL. THAT DATE. THE CONTRACTOR SHALL UNCONDITIONALY GAURANTEE ALL WORKMANSHIP AND CONSTRUCTION FOR A PERIOD OF BE VERIFIED PRIOR TO PLACEMENT OF FORMS.WHEN THE SOIL BEARING VALUE' INDICATED HAS NOT BEEN REACHED AT THE DEPTH • 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 INDICATED ON THE DRAWINGS,THE CONTRACTOR SHALL NOTIFY THE OWNERLS AND MAKE NECESSAY ARRANGEMENTS TO EXCAVATE 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 TO THE DEPTH REQUIRED FOR PROPER SOIL BEARING. 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 WATER LEVEL ASSUMED BELOW LOWEST CONSTRUCTION ALL FOOTINGS SHALL'REST ON UNDISTURBED SOIL.WHERE FOOTINGS MANUFACTURERS RECOMMENDATIONS. . 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 DIAMETER MACHINE BOLTS AT 12" O.C., LOCATED 2" FROM THE TOP O En ABUTT CELLAR WALLS THEY SHALL BE TIED TO WALLS WITH STEEL REBAR AND WALL TIES. WITHOUT ANY EXPENSE TO THE OWNERS AND PAY FOR ALL DAMAGE TO OTHER PARTS OF THE BUILDING CAUSED BY THE REPAIR. & BOTTOM MEMBER, OR AS NOTED. WASHERS AND NUTS SHALL BE USED. THE CONTRACTOR SHALL REPLACE DEFECTIVE WORK WITHING NINETY (90) DAYS OF BEING NOTIFIED OF THE DEFECT. • ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY CONTRACTOR PRIOR TO START OF CONSTRUCTION AND ORDERING • ADEQUATE BLOCKING TO BE USED AROUND KITCHEN CABINETS, BACKSPLASHS, SHOWERS, BUILT-INS, STAIRCASES,TRIM, HANDRAILS, OF MATERIALS. AND CEILING FAN BOXES. • ALL STUMPS AND DEBRIS TO BE TRUCKED AWAY FROM SITE. U • LOCKING TYPE GRAVEL TO BE USED FOR ALL WALKWAYS AND DRIVEWAYS. • NO WOOD CHIPS TO BE USED IN OR NEAR FOUNDATION AS BACKFILL. 3). INSURANCE • ALL SOIL TO REMAIN STOCKPILED AT SITE UNTIL OWNER APPROVES REMOVAL FROM SITE. a • ALL SITE DISTURBANCE THAT REQUIRES DIGGING SHALL BE PRECEDED BY UNDERGROUND UTLITY STAKEOUTS BY THE CONTRACTORS DIVISION 7: THERMAL AND MOISTURE PROTECTION 0 ul) THE CONTRACTOR SHALL CARRY WORKMEN'S COMPENSATION INSURANCE, PUBLIC LIABILITY INSURANCE AND ANY OTHER FORM OF DISTUBING THE SITE AND FORWARDED TO THE ARCHITECT AND OWNER.THIS INCLUDES BUT IS NOT LIMITED TO MASONRY INSURANCE REQUIRED BY LAW AND/OR AS AGREED UPON WITH THE OWNER. THE CONTRACTOR MUST REVIEW THE POLICIES AND CONTRACTORS, GENERAL CONTRACTORS, PLUMBING CONTRACTORS AND ELIECTRICAL CONTRACTORS. • 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. ALL UNDERGROUND SERVICES INSTALLED OR EXISTING WILL BE DRAWN TO SCAALE ON PLAN AND PROVIDED TO THE ARCHITECT • INSULATE ALL INTERIOR WALLS. BEDROOM INTERIOR PARTITION WALLS 70 HAVE SOUND INSULATION. EXTERIOR WALLS, BEFORE FINAL PAYMENT IS APPROVED, OR AS SOON AS WORK IS COMPLETED IIF REQUESTED. THE OWNER SHALL NOT BE LIABLE OR RESPONSIBLE FOR ANY ACCIDENT, INJURY, LOSS OR DAMAGE HAPPENING OR OCCURIRING INCLUDING AT GARAGE, TO BE INSULATED WITH KRAFT FACED INSULATION (PAPER SIDE TOWARDS LIVING SPACE SIDE). INSULATE a DURING THE TERM OF THE PERFORMANCE OF THE WORK HEREIN REFERRED TO, AND IN CONNECTION THEREWITH TO PERSONS, ALL FLOOR AND CEILING JOISTS. AND/OR PROPERTY.THE CONTRACTOR SHALL FULLY INDEMNIFY AND PROTECT THE OWNER AND HIS AGENTS, INCLUDING THE SOIL BEARING IS ASSUMED TO BE 2 TONS PER SQUARE FOOT, AT A FOOTING DEPTH INDICATED ON PLANS. ACTUAL CONDITIONS TO • SIDING TO BE No. 1 18" RED CEDAR R&R SHINGLES, UNLESS OTHERWISE NOTED, AT 5-1/2" EXPOSURE (MAX.). ROOFING TO BE No. 1 ARCHITECT, HIS CONSULTANTS AND EMPLOYEES, FROM AND AGAINST ARISING THEREFROM. THE OWNER SHALL PROVIDE THEIR BE VERIFIED PRIOR TO PLACEMENT OF FORMS. WHEN THE SOIL BEARING VALUE' INDICATED HAS NOT BEEN REACHED AT THE DEPTH BLUE LABLE RED CEDAR PERFECTIONS, UNLESS OTHERWISE NOTED, EXPOSURE PER MANUFACTURES RECOMMENDATIONS. ALL NAILS OWN PROPERTY DAMAGE, FIRE AND OTHER INSURANCE THEY DEEM NECESSARY. INDICATED ON THE DRAWINGS,THE CONTRACTOR SHALL NOTIFY THE OWNERS AND MAKE NECESSAY ARRANGEMENTS TO EXCAVATE TO BE STAINLESS STEEL. INSTALL PER CEDAR SHAKE AND SHINGLE BUREAU SPECIFICATIONS. - TO THE DEPTH REQUIRED FOR PROPER SOIL BEARING. • ALL EXTERIOR DOORS AND WINDOWS TO BE PAN-FLASHED WITH LEAD COATED COPPER WITH SOLDERED SEAMS. ALL SEAMS TO BE WATER LEVEL ASSUMED BELOW LOWEST CONSTRUCTION. ALL FOOTINGS SHALL REST ON UNDISTURBED SOIL. WHERE FOOTINGS WATERTIGHT. ABUTT CELLAR WALLS THEY SHALL BE TIED TO WALLS WITH STEEL REBAR AND WALL TIES. • CHIMNEY WILL BE THROUGH FLASHED WITH LEAD COATED COPPER PAN WITH WEEP HOLES ABOVE PAN. GENERAL CONDITIONS • ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY CONTRACTOR PRIOR TO START OF CONSTRUCTION AND ORDERING OF MATERIALS. • ALL STUMPS AND DEBRIS TO BE TRUCKED AWAY FROM SITE. • LOCKING TYPE GRAVEL TO BE USED FOR ALL WALKWAYS AND DRIVEWAYS. • NO WOOD CHIPS TO BE USED 1N OR NEAR FOUNDATION AS BACKFILL. DIVISION 8: DOORS AND WINDOWS 1). SUMMARY OF WORK • ALL SOIL TO REMAIN STOCKPILED AT SITE UNTIL OWNER APPROVES REMOVAL FROM SITE. W • ALL SITE DISTURBANCE THAT REQUIRES DIGGING SHALL BE PRECEDED BY UNDERGROUND UTLITY STAKEOUTS BY THE CONTRACTORS THE CONTRACTOR SHALL INCLUDE AND PROVIDE FOR ALL LABOR, MATERIALS, EQUIPMENT,TRANSPORTATION,TAXES, ETC. DISTUBING THE SITE AND FORWARDED TO THE ARCHITECT AND OWNER. THIS INCLUDES BUT IS NOT LIMITED TO MASONRY • EXTERIOR WINDOWS AND DOORS PER PLANS AND ELEVATIONS AND OPENING SCHEDULE (IF PROVIDED). DOOR AND WINDOW � W HARDWARE TO BE DETERMINED PLUMBING CONTRACTORS AND ELIECTRICAL CONTRACTORS GENERAL CONTRACTORS, . . NECESSARY OR REASONABLY INCIDENTAL TO THE PROPER COMPLETION OF THE ENTIRE PROJECT UNLESS SPECIFICALLY NOTED AS CONTRACTORS, O BEING THE RESPONSIBILITY OF OTHERS. MATERIALS, EQUIPMENT AND WORKMANSHIP SHALL BE NEW AND OF THE BEST OF THEIR • ALL UNDERGROUND SERVICES INSTALLED OR EXISTING WILL BE DRAWN TO SCALE ON PLAN AND PROVIDED TO THE ARCHITECT • ALL OPENINGS TO BE SUPPLIED APPLIED EXTENSION JAMBS BY MANUFACTURE. A RESPECTIVE KIND UNLESS OTHERWISE NOTED. THE CONTRACTOR WILL SOLELY RESPONSIBLE TO EXECUTE ALL WORK IN SUCH A BEFORE FINAL PAYMENT IS APPROVED, OR AS SOON AS WORK IS COMPLETED 11F REQUESTED. • ALL EXTERIOR OPENINGS TO BE STRAPPED PER CONSTRUCTION DETAILS. MANNER AS TO PROTECT THE SAFETY OF THE WORKERS AND THE PUBLIC. ANY DAMAGE OR DISRUPTION TO PREEXISTING SURFACES, �A 5 AREAS AND/OR STRUCTURES RESULTING FROM CONSTRUCTION SHALL BE REPAIRED TO THE ORIGINAL CONDITION BY CONTRACTOR. �+ • THE CONTRACTOR SIHALL BE RESPONSIBLE FOR ALL WORK INCLUDING THAT OF HIS SUBCONTRACTORS. r0 • ALL DIMENSIONS ANLD GRADE CONDITIONS TO BE VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF THE WORK AND DIVISION 3: CONCRETE ORDERING OF MATERIALS DIVISION 9: FINISHES N • THE CONTRACTOR SIHALL, AT ALL TIMES, KEEP THE PREMISES CLEAN AND FREE FROM ACCUMULATION OF WASTE MATERIALS AND . ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL AT A MINIMUM OF 3 FEET BELOW GRADE. RUBISH. MAJOR SITE CLEANUP TO OCCUR ON EVERY FRIDAY AFTERNOON.. • ALL CONCRETE SHALL BE STONE AGGREGATE WITH A MINIMUM 28 DAY STENCTH OF 3000 P.S.I. UNLESS OTHERWISE NOTED. • 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 • ALL BATHROOMS SHALL HAVE MOISTURE RESISTANT SHEETROCK. USE CEMENT BOARD IN ALL SHOWER AND BATH AREAS. SURPLUS MATERIALS, LEAVING THE SITE AND THE BUILDING CLEAN. EXPOSED AND ACCESSIBLE SURFACES TO BE WIPED CLEAN, FLOOR • GARAGE AND MECHANICAL ROOMS WALLS AND CEILING TO BE HAVE TYPE-X FIRE RATED SHEETROCK. TO BE WAXED AND POLISHED IF SPECIFIED AND ALL GLASS AND MIRRORS TO BE CLEANED AND POLISHED. ALL HARDWARE, • INSTALL 5/8" TYPE-X FIRE RATED SHEETROCK OF BOILERS/FURNACES PER CODE. MECHANISMS AND SYSTEMS SHALL BE CORRECTLY ADJUSTED TO PROVIDE FOR PROPER OPERATION WITH ALL APPROPIATE • ALL BATHROOM TILE/STONE AS NOTED ON FINISH SCHEDULE OR AS SELECTED BY OWNERS. OPERATION AND MA\INTAINANCE MANUALS PROVIDED FOR THE OWNER 1N A BINDER FORMAT. DIVISION 4: MASONRY • ALL WALLS AND CEILING TO HAVE ONE COAT PRIMER AND TWO FINISH COATS OF LATEX PAINT. ALL PRIMER AND PAINT SHALL BE • THE CONTRACTOR SIHALL SECURE AND THE OWNER SHALL PAY FOR ALL PERMITS, REQUIRED INSPECTIONS, BORINGS,TESTING, BENJAMIN MOORE UNLESS OTHERWISE NOTED. VERIFY COLORS WITH OWNERS. UTILITY CONNECTIOIN FEES, RELATED FEES OR CHARGES, FINAL SURVEY (AS BUILT) AND THE CERTIFICATE OF OCCUPANCY CONTRACTOR WILL COMPLY WITH THE APPLICABLE PROVISIONS OF ALL CODES„ STANDARDS AND SPECIFICATIONS REFERENCED IN • BATHROOM WALLS AND CEILINGS TO BE SEMI-GLOSS PAINT. ALL OTHER ROOMS TO BE LOW-LUSTER UNLESS OTHERWISE SPECIFIED o THIS SECTION: BY OWNERS. N • AC1531: BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES • FINISH COAT OF ALL INTERIOR AND EXTERIOR WOOD TRIM, DOORS, ETC. TO BE BRUSH COAT, m 4 1� o • AC1531R: COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY !STRUCTURES x u 2). ALLOWANCES • AC1530.1: SPECIFICATION FOR MASONRY CONSTRUCTION • ASTMC-90: LOAD BEARING MASONRY UNITS � ° n • ASTMC-129: NON-LOAD BEARING MASONRY UNITS WHERE APPLICABLE: UNNIT PRICE, STIPULATED SUM, OR OTHER FORM OF PRICING MAY BE TENDERED BY THE CONTRACTOR IN ORDER w .�c • ASTMC-140: TESTING CONCRETE MASONRY UNITS TO COMPLETE A BID AND SHALL BE CLEARLY 1NDENTIFIED. • DIVISION 10: SPECIALTIES ASTMC-744: SPECIFICATIONS FOR PRE-FACED CONCRETE AND CALCIUM SILICAlTE MASONRY UNITS o \ • BIA: TECHINICAL NOTES ON BRICK CONSTRUCTION r} • NCMA:TEK BULLETINS • PROVIDE ALLOWANCES FOR ALL KITCHEN CABINETS, BATH VANITIES, COUNTER TOPS, BUILT-INS AND FIREPLACE MANTLES t u , 3). COORDINATION INCLUDING INSTALLATION. m U v �° .• cn N v THE ARCHITECT IS AVAILABLE TO THE OWNER AND CONTRACTOR FOR DIVISION 5: METALS CONSULTATION REGARING THE INTENT OF THESE PLANS AND w � 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 THE STRUCTURAL STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS TO THE AACHTECT FOR APPROVAL. ERECTION OF STRUCTURAL TO THESE PLANS AND SPECIFICATIONS SHALL BE THE RESPONSIBILTY OF THE OWNER. STEEL SHALL NOT BE PROCEED UNTIL THE SHOP DRAWINGS HAVE BEEN APPROVIED. • GENERAL CONTRACTOR TO INCLUDE ALL APPLIANCES AND INSTALLATION AS PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE • DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN OVER SCALE. IT 15 THE RESPONSIBILTY OF ALL CONTRACTORS AND/OR THEIR • ALL STRUCTURAL STEEL SHALL BE A36 STEEL CONFORMING TO ASTM SPECIFICA'�TIONS. AFFIDAVIT TO BE FILED WITH THE BUILDING ALL WARRANTIES, INVOICES, SPARE PARTS, ETC. TO OWNERS AT COMPLETION OF PROJECT. to REPRESENTATIVES ANJD EMPLOYEES TO BRING ALL DESCREPANCIES TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. DEPARTMENT UPON REQUEST. [W-� • UNAUTHORIZED ALTERATION TO THE PLANS AND SPECIFICATIONS MAY BE UNLAWFUL AND MAY INVALIDATE THEM.VERIFY ALL . ALL STRUCTURAL STEEL FABRICATIONS, ERECTION AND CONNECTIONS SHALL(CONFORM TO THE LATEST AISC STANDARDS AND U CHANGES WITH THE ,ARCHITECT. SPECIFICATIONS TYPE 2 CONSTRUCTION EXCEPT AS NOTED. • PRE-CONSTRUCTIONI MEETINGS ARE REQUIRED FOR CONTRACTOR AND/OR SUBCONTRACTORS AND ARCHITECT AT SITE BEFORE O • ALL FIELD CONNECTIONS TO BE 3/4" DIAMETER MACHINE BOLTS UNLESS OTHERWISE INDICATED. SHOP CONNECTIONS SHALL BER EACH PHASE OF WORK BEGINS. DIVISION 12: MECHANICAL PER TYPE 1 CONSTRUCTION PER AISC FOR PORTAL FRAMES AND SHALL BE DETAILED TO DEVELOP AT LEAST FULL ALLOWABLE • CONTRACTOR IS RESIPONSIBLE FOR ORDERING MATERIALS AND VERIFYING ALL QUANTITIES. MOVEMENT AND SHEAR CAPACITY. ALL REMANING STEEL TO HAVE TYPE 2 CO)NNECTIONS. A-307 BOLTS MAY BE USED FOR MINOR • THESE PLANS AND SPIECIFICATIONS ARE AN INSTRUMENT OF SERVICE AND ARE THE THE PROPERTY OF THE ARCHITECT. CONNECTIONS WHEN ACCEPTABLE BY LICENSED PROFFESIONAL ENGINEER. • NEW BOILER TO BE HIGH EFFICIENCY, 90% OR BETTER. • ALL WELDING SHALL CONFORM TO AISC AND AWS SPECIFICATIONS. • PRESSURE-BALANCING VALVES IN ALL SHOWERS. SCALD GUARD SHOWER CONTROLS ARE REQUIRED. H • STEEL ENCASED IN CONCRETE SHALL NOT BE PAINTED. ALL STEEL SURFACES NO)T IN CONTACT WITH CONCRETE SHALL RECEIVE ONE • 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 SHOP COAT OF APPROVED PAINT, AND AFTER ERECTION, ONE FIELD COAT. OIMIT PRIMER PAINT AT LOCATION OF FIELD WELDS � AND HIGH STRENGTH BOLTS,THESE AREAS SHALL RECEIVE TWO COATS ONCE iCONNECTIONS HAVE BEEN COMPLETED, OF C1SPI STANDARDS 301, ASTM A888 OR ASTM A74. PIPE AND FITTINGS SHALL BE MARKED WITH THE COLLECTIVE TRADEMARK OF • NO BEAMS OR COLUMNS SHALL BE CUT BY THE PLUMBING OR AIR CONDITIOMING CONTRACTORS WITHOUT APPROVAL OF THE THE CAST IRON SOIL PIPE INSTITUTE OR RECEIVE PRIOR APPROVAL BY A PROFFESSIONAL ENGINEER. �J ARCHITECT. • ALL NOTCHING AND BORING TO FOLLOW NEW YORK STATE CONSTRUCTION CODE AND MANUFACTURES SPECIFICATIONS U) • THE STRUCTURE SHALL BE PROPERLY GUYED AND BRACED. (LATEST ISSUE). • GROUT UNDER ALL COLUMNS AND BEAM BEARING PLATES. GROUT SHALL NOIN-SHRINK, "PROPAK" OR EQUAL. • PROVIDE LOOSE LINTELS AS REQUIRED FOR OPENINGS IN MASONRY WALLS ANJD PARTITIONS. • PROVIDE HOLES IN SHOP FOR BOLTED BLOCKING, PIPE PENETRATIONS, ETC. DIETAILS SHALL BE SHOWN ON SHOP DRAWINGS FOR REVIEW BY ARCHITECT. ' • BEAM WEB STIFFENERS SHALL BE PROVIDED AT POINTS OF REACTIONS, DIVISION 13: ELECTRICAL • ALL STEEL THAT CONTACTS ACQ PRESSURE TREATED WOOD MUST BE HOT DIPPED GALVINIZED AFTER FABRICATION, Z-MAX (G185) OR TYPE 316 STAINLESS STEEL. ALL FOUNDATION ANCHOR BOLTS SHALL BE 5/8" DIAMETER WITH AN EMBEDMENT OF 8" MINIMUM. PROVIDE 3"X3" H.D.G. • ALL ELECTRICAL WORK SHALL MEET OR EXCEED NEW YORK STATE CODE. s3 AR' ck £ -M • • ALL BREAKERS AT SERVICE PANEL SHALL BE LABELED. SQUARE WASHERS AND NUTS. y�y DETECTORS SHALL BE HARD-WIRED, ,�, �'� * �' " '„, • ALL FOUNDATION ANCHOR BOLTS MUST BE HOT DIPPED GALVANIZED AFTERL FABRICATION, Z-MAX (G185) OR TYPE 316 STAINLESS • INSTALL COMBINATION SMOKE AND Co DETECTORS AS INDICATED ON PLANS. � 4z,�,,. aYa��� DRAWN: MHIMs INTERCONNECTED,WITH RECHARGABLE BATTERY BACK UP. ,w -lp, SCALE: 1/4"=1'-0" STEEL. , r ,. • INSTALL FIXTURES AS SELECTED BY OWNERS. t *� g '>' • UNLESS OTHERWISE NOTED, FOUNDATION ANCHOR BOLTS SHALL BE PLACED 44" FROM EXTERIOR SIDE OF FOUNDATION WALLS :.;. JOB#: • ARCHITECT AND OWNER TO WALK THRU WITH BUILDER AND ELECTRICIAN FOR VERIFICATION OF PRIOR TO INSTALLATION. . ALL SWITCHES, OUTLETS, 1 t September 29,2011 WITH RIGHT ANGLE BEND AWAY FROM EXTERIOR WALL OR DIRECTED ON BOLLT. ;^� w' . J ; • A MINIIMUM OF ONE ANCHOR BOLT SHALL BE PLACED WITHIN 6" TO 12" FROM ENDS OF MUDSILL PLATES. FIXTURES, .�,�-.. � SHEET NUMBER: • ANCHOR BOLTS SHALL BE PLACED WITHIN 6" OF MUDSILL SPLICES. 5/8" X 8-1/2"' STEEL POWER STUD BOLTS SHALL BE USED WHERE y :. NECESARY TO MEET SPACE REQUIREMENTS (21 DAYS PAST POUR). "� ""�. y ,='a>'' `w REVISIONS: _ __-- i i _�_r -T t-T � L w 41 I 1- -�. - _ -- o-- — ------ 1�m d L7-_L . 1_L 1=_�_ _L�l_J._ IT o L _ _! rZ.r.--'�.l I _ �_ i_ __ �. _� i_ 1_ 1._ _1__.L 1�� L 1 LLil - L_i_ - - j �- L Tl J. YYI IT- j i v i i L t L 1 1 1 EAST ELEVATION SCALE: 1/4" = 1' taq O � o N N 4 A cn -1 - - - _ _1 .__ _._ � _ _ — N _. W Ff CD 00 L ( 1 I r l U ._I-- --- r �_ ._ , Llr _ 1_,._l I �. . I LiI L I I _ I ► I 1 1._.l . -- _ ��_ .t.'_ l_ __l_._ .__. u _7 i_� __ Liz 1. - �. -1 __l_ I r _I T. T ti I T - 7 Yl- T T-T -ly- R��• e -, _ DRAWN: MIi/MS SCALE: 1/4"=1'-0" �► - '� -'e.. .l JOB# : k � { ��,�,,� September 29,2011 NORTH ELEVATION ��, ���„�� �� SIIEET NUMBER: SCALE: 1 4" = 1' . A PAINT PPRIME AND PAINT ALL DOOR E TO MAINTAIN A HALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COPMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF AL GENERAL CONTRACTOR SHALL RESPONSIBLE FOR BUILDING DEPARTMENT INSPECTIONS � ER TO L D EDGES NTAI CONTRACTOR S OTIF E L ERAL RACT ALL BE NSIBLE ALL BU G DEPA ENT IN O S MANUFACTUFRER'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 PRLIOR 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: — __ i 1, -- ___ LIJ ` - ---- - - --_- --- — - I � - .L,._� �- T I w � 3 Till Q IA T- ---. .,....,. ---...,:,...._---.....____- _- t-- - -f - o t -- - - ,— r r 1 i T . + r r 4 D 4 D A_L� - -- _L `::�r 'A G`':i':,, v�. �'iJ `'�r'<i i c WEST ELEVATION o z SCALE: 1/4" = 1' w o � � H O � o kn Un N N � N } 1D a.. � O --- � u � t y °O v l ._ o co L L 1 CN T [� r r 1 �_- _ T i 1. __ _ _ L .1,., u I IT T - - 1 _.�11 l-_. L I - _ _ 1 _ Ln ,,"`, e� !U4 SOUTH ELEVATION � � DRAWN: MH/MS SCALE: 1/4" — Jl' � ,r�"� ?��,�'�.• ���,' SCALE: 1/4"=1'-0„ FMI �. _ JOB#: ILL] September 29,2011 0 SKEET NUMBER: IhN 171 tot q3 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 COhMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL RESPONSIBLE LL BE NSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTUPTR'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 PRItOR 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: 1'-101/ '-6" 7'-101/2" 7'-11" 7'-101/2" 7'-81//4" 7'-8" '-61 r--------------------------- ---------------------- ---------------------------------------------- ---------------------- --- (fl ' r-- --+ r•- --• r- --+ r- --+ •-- --• r-- --+ I CD I -'- -- -�--S4)2X8 ACQ GIRDER_-'- - - -- ------ - ----- - - - --(4�2X8 ACQGIRDER _ '- -- '-^---_-- - --___--'- -- -'-^t412X8 ACQ GIRDER ------------E33 == 3 =E_ __-°-_=___=____'- _- ='-^___==___ __=_=__'_ -_ _'--______==_--====1. =r= -1=====--------===-•10-- ---==__-__-_=----r -r-^---_-----------r -I------------------1- -----------------=1- -1= I a _ . a r----. a__--_. •-----' •------ •-----• I 12"dia.CONC.PIER w/ i ' 24"X24"X12"CONC.FTG. ' T BELOW GRADE(TYP.) i 1 r t r t r 1 I 1 1 1 1 � •, 1 r I O 1 1 I I I cO 1 I O ( I I 1 I � N 58'-51/4" ' 25'—61/2 18 —41/4 14 —61/z 7 —4 1 I 1 ' LEDGER BOARD TO BE FASTENDED ---_.____.---.__ __.;_ a .__- TO BUILDING WITH TIMBERLOKO n 1 SELF-COUNTERSINKING SCREWS i ° D 77 77, I t O ^ BY OLYMPIC MANUFACTURING 44 o I r 1 0 ------._.---------- __-___ 42 SCREWS.@3T-0,C.}.---------------------------- -- � D - ---- ---.---____ _____._._____.----- _._ 282D - � Q ' , d p d • 6 p , d p d • o , d D d • p , d p d • o - •d I . ♦ d p d • o , d p d • p t• .t• , d p d • p �` I 4 ° V1 a 2'-8" 0 12'-0" �r O ( ' (2);14"ML FL.BEAM ■ ; ; ° w Ln rI 1; �'rr.; t Q 1 1 ,o o W FLUSH N • (D a' I 'd I '1 I (D t o I i'+ X I v v yam, 11 X V 1 \ 1 1 a I , , • I 1 I `�' S Q�`a \1 , . �(2);14"ML FL-BEAM 1 CD ■ ° r 11'—5 3/4 11'—41/4 11 —4 3/4 11 —414t 11'—61/4 —-- I ' o T B Ln 8"dla. ' • 1 1 1 1 1 1 1 , 1 1 K - CONC.PIER r 1 ' ' ' 1 , ' 1 • B WIC30 STEEL GIRDER w/(2)2X6 PLATES , I , W10X3 STEEL GIRDER w/(2}2X6 IPLATESI I , WiOX30 STEEL GIRDER w/(2)2X PLATES _N CO 9'BELOW GRADE_ t ter. . �.� . . ....+ r �Ir r r r�� . . _ r �• . . ►.�.. r . r�r. . �r . L . ��.1�. .I ram.. . �.� . . .ter. . W N 'Q 41 4X4/4 TUBE STEEL COLOMN r"7 iWlll =14 N t 54"X94"X12"CONCRETE POOTING ,o c W ,till I1 ----------- 1 ' ----------- ' I •-----------• w/(5)-----Re_w_(1-- w D ; v— �Ln Q N 111 O CJnI 2X8 ACQ J c I \ ^ III 11'-53/4" 11'-41/4" 1 11'-43/4 11'-41/4" 11'-61/q" in cD uJ INI11 ' � Q __,.__• r-____ _____• r_____ _____• I I I 1 1 1 In �'�' 10 •r I 1 1 I I I 1 1 1 1 � M � r E,,,� ` "-_-'_; W10<30 STEEL GIRDER w/(2)2X6 PLATES i i i W. 30 STEEL GIRDER w/(2) 6 PLA*S i i WJ'OX30 STEEL GIRDER w/(2)2X PLATES ' 2'—0" , . . �� . �� . ....,. . �� . �.1�. . . ,r�.l. . . �. . ..� . . . . . �. . .�M — . — . — . r��� - - �M. �� .1�. . �,w . �� . . . . . �. . . �. . 1 •./ C •.1 ,4 4 i i 4X4Xi/4 TUBE STEEL COLUMN r - 00 N ° 54"X j4"X12"CONCRETE P.00TING O ' 1 1 w/(5)#5 REBAR e.w. (II'©C) ' 1 I 'i' , N ° z •-----------� -- -----' -• All •- ---- --' p N N „ 0 2 I ;71 I {, J, --- 1 C CO L LL� _ - ■on 1 -1 v I N e OD ' x -------- � �+ E�-RV�CE ■ U-- x■ m - - -- ■ a o e v 4 0 o d n a I d CJ o 1 I I p -- ... X 4 ti 2 14"ML 1 ■M - ----- r 3.5"X3.5"STEEL COLUMN 1 I ■ 1 1 t o I i a 30"X30'l CONC.FTG. , , ,a_ _ ' __, ■N o D I cri (� N U •. I 1 I 1 Q h 0(y N1 1 t 1 • • i � m C'O � �.a v - -- - --- ------------- -- -= o D !EDGER BOARD TCb BE FASTENDED Ln v '. . o e TO BUILDING WITCH TIMBERLOK® o v v ' . . e v 4 v '. . v e p oo + . o SELF- COUNIENINKINGSCREWS p *_._.____._ _______.____.____ ___ _...____ 04 4-4 t BY OLYMPIC MMNUFACTURING 1 G 4c ATER ' (2 SCREWS 0 32"O.C.) � 1 12"dia.CONC.PIER w/ iIm 24"X24"Xl2"CONC.FTG. ,m U � u1 ►-----+ 3'BELQW-G1tADE(TYP.) r-----+ (3)2X8 ACQ GIIIRDER ; ' (3)2X8 ACQ GIRDER ' ' N v €=O-T--------------------i=O-i-------------------;=� 1 G --�--------------------'-- ----------------------�- 1, 11 8'-85A" 8'-85/8" 1 — 01 14'-0" 19'-51/4" 141-0" W 10 H loo 11'-0" 1 '-0" 17' 51/4" 15'-0" u 58'—51/4" 0 A N • H 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT AT 8'-0". 4).PROVIDE 2-2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATES EXTERIOR OF FOUNDATIONS ARE TO BE DAMPPROOFED AS PER SECTION R406 ARE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR OF N.Y.S.RESIDENTIAL CODE WITH A BITUMINOUS COATING. FIBERGLASS SILL GASKET. V W 2).FOUNDATION TO HAVE 16"XS"CONCRETE(2X4)KEYWAY FOOTING.FOOTINGS 5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT T-0"O.C.AND W/I 1'-O"OF CORNERS, PROJECT NORTH FOUNDATION PLAN UONDISTURBED SOIL CONTINUOUS RE-BAR.ALL 3000#CAPACITY). TO REST ON MINIMUM7"IINTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A S N MINIMUM 7"IMBEbMENT INTO THE CONCRETE,EACH ANCHOR BOLT ARE TO i i BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. E SCALE. 1/4" = 1� 3). FOUNDATION SLAB TO BE 4"THICK.3000psi CONCRETE ON COMPACTED FILL. INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE BLOCKING AT 8'-O"O.C.AND MIDSPAN. REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL 7).PROVIDE SMOKE AND Co DETECTORS PER CODE. ;=' JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB 15 TO BE NO ,; aft: to ''•` MORE THAN 16 FEET. DRAWN: MH/MS :,.. SCALE: 1/4"=V-0" t rWY' � JOB#: September 29,2011 SHEET NUMBER: 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 C-OMMENCING WORK, CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTtURER'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 FPRIOR 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: C 58'-51/4" 10 10, 25'-61/2" 18' 41/4 14'-61/2" 7'—01/2" 13'—0 1 2" 5'—5�/z" 9'—2l/q" 9'—21/8" 7'—01/2" 7'—6" --------------------------------- 1 —101/" 42'—01/4" 14'—61/2" ----------25-,`2„---------------- 15'-41/4„ fl 11 It II 11 ,1 II 11 tl 11 11 rl 11 11 11 11 11 „ tt 1t 11 11 1, 11 11 1I 11 ( 11 2112XI0 CL.CEI�If1R GIRDER II It II h n n n u n u 11 14)414 FG if If " 11 If If 11 11 If 11 " 1'- CE1i,J1v1N-'I-- -D--=I1_C=_IC__CaC--a---IC---'L---O---I'---!C_- �1 - h n n n u u n u n u u n n 4 n n n n u 11 II n u tt u n LI---•d h- -I+- •.H- .• I-•..--I h- -14- -f4- --i h -I F•• ••H- -d l-- -t h- q---'tr-=-IT-= -n--'-T If- IT---rt---Ir -1T-=-n---Tr---Ir- 4 II 11 " 11 1 h n 11 n II it u u n " u u If __•_LI ---i1_--- -H--^ ILI-- -t1----14 14 -Ir---H---4r--_-,1 __' , I I II 1 II 11 H 11 11 i DECK 11 1 11 II ,I .� It 11 11 11 11 11 1 1 1,---2r-_^-IZ--•-e----=1---:r_--7--"rt-__-r -Ir---r'---11----1r__- 1 I -n n -n n n li 1 � I , ' 1 h n n n n n n II n It n u u .._- 41-- -I+� -14 41__..-11-_--1+--_li----I1 -11•--_H---4I__ t,---'1f --,T.._...n-_"TI--`_,f_--rt-^-R---•Ir ',T-_-n---TI----If 11 11 It 11 11 11 II 11 II II 11 11 11 •--------'•-------------' ;I II 11 11 11 11 II 11 11 11 11 II If 1 1 1 11 11 11 11 11 II 11_ It _11 ___ I II II 1 1 f,----Ih---I+__._H-_ 4I--_..IF---µ••-_µ----Ih-__t+---H---i1----I,-__ MTI �lr 1 i it II 11 11 II 11 11 II 11 II 11 ,1 11 If II 11 II it 11 It 11 II 11 11 ( 1 �i DECK ; LI�-- n n n n n F�xrG120811.4 n n n n u Lr�J ABOVE � _ 1 1 (3) 1-3/014 ML HEADER O 0 i FWGIO0611-4 i i'' / \, 2-TW3046 (3)1.3/4XI1-7/8 ML HEADERLn /. (3)1.3/4X14 ML HEADER ;" O ' (3 2X10 E#2 HDR. _ _._11-01ro 1 25'-1» �.; t/ 17'-51/4' _- in 2' >, 11'-71/2" - I m, 0 �} I tVSc I ` CD °� if LL 00 KITCHEN --- —i'. LIVING ROOM CO LO cO x ;�, DINING O I 1 BIRO 3M No. 2 � m N O -61/2 OPEN � ------------- I 1 " TO -ABOVE I _ CD Ln `'��',' �j LINEN N B N W N 11--------- 3'0„ - CIS 4.p_ - _ 5 _ _ 1-6 (2)1-3/4X9-1/2 ML HDR. I (3)2X10 DF#2 HDR. 1 O � 3)2X10 DF#2 HDR. (2) 0 H R. (2)2X10 HDR. _ A 1 , I :N PANTRY • II °' =N , I Ln Q 1 ' I O �- w I tV I ♦ �, (_I fi N B H I , 1 ' m 1 COUNTER w/ � 1 HALF � f M Ln W j r) Ln ; ; , m MUD ROOM ; GLASS CABINETS I I SOLID-CORE DOOR I C1. 1 Q w/DOOR SWEEP U7 1 BATH I I WEATHERSTRIPPING 2 O O (3)2X10 DF#2 HDR. (3) X10 DF#2 HDR. 1 O 2X10 (2)2X10 HDR. + 11 - - - - - (2 1-3/4X14 ML FLUSH BEAM - --- ---- 3'-0" - -4-d - - - - . = . = - 2,.6„ 2 6„ 3' 6" 10'-6�/z" 5'-101) 7' 11 /z" 5'-1 - r--- 8'-43/4" - ------ DN ,,� N c� — _._.� _.. _ y, r N_ I--`--� m LAUNDRY ROOM 1 'C14 ---------------- 1 4'.0" OPEN PROVIDE IN PAN 1 TO � O rn ' 1 ABOVE - -------- UNDER SHER 1 ' (( 1 (3)2X10 42 HDR. 1 DEN o ; 0 1 """ _ EDR OM No. 1 TW2832-2 ;v, 1 ENTRY w r— ; CI 1 , 1 ---------- O M It a) i; r0 I X u 1 O � I pv , ,UPI I .0 oM 1 1 1 1 1 O - o ti (3)2X10 D)F#2 HDR. 1 (3 10 DF#2 H R. a)XX1 DF#2 HDR. W C� y d 3-0" ' TW12 32 BE H ___ TEMPERED ----------- ----__-- (3)ZXtd DF#2 HDR. I TW2632 (3)2X10 F#2 HDR. G c, TW3852 C 0 11, TEMPERED Illt 11t v Ln U � ul �0 111 TW3852 � COVERED PORCH N 14X14 FG o - v v cl nl COLUMN u I lit nl nl Ln P I (3)2X12 ACQ GIRDER 1 — 177'—51/4"10 cn d 40 1--- ------- -14 �J 5'-3" 5'-9" 7'-6" 7'-6" 3'-4" 5'-45/8" 5'-4-9k" 3'-4" 7'-6" 7'-6" O 10 1/4 „ 11 —0 1 —0 17 5 15 —0 ll� N 58'--51/4" W C S N PROJECT NORTH FLOOR PLAN. U) 1ST■ 1).PLATES HEIGHT AT 9%0"UNLESS OTHERWISE NOTED. 6).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE x E i � APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 1:4 SCALE. 1/41t = 1 2).EXTURIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. LIVING SPACE: 1880.0 SQ. FT, 3).EXTEERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. 7).ALL MULLS,VERTICAL OR HORIZONTAL,ARE TO BE PROVIDED WITH 2-2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. 4).DOUDBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE p -� " BLOCKING AT 8'-0"O.C.AND MIDSPAN. 8).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 AND 2X4 WALLS AT R13. r':; "`' 0A; 5).PROWIDE 3-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS OTHEERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS 9).INSULATE FLOOR AND CEILINGS WITH R30 INSULATION, ON HACH SIDE OF OPENING. 12).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEET ROCK. DRAWN: MH/MS SCALE: 1/4"=V-0" JOB#; '« k) G�". ' September 29,2011 -4•.._��;� ;�;:,;;�,-:`� SHEET NUMBER: PAINTER TO PRIIME 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 COM4MENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL Of ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS 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 SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: j�-- -'T{ IT-'--,t 11 II 11 II 11 II II it It II II II 11 II 11 11 II 11 11 it 11 11 11 11 II 11 11 11 II II �'- -- !J_-_-L'---L1""' U---L- it--•.11---11---11---1!--_'I--.._11,_,-'-V I---11- "-tt--_.},_---N---`It---H'_.-H_..._H---rr-'_-H----it--_H---rl---Il 11 II II II 11 II 11 11 1! 11 11 11 II 11 11 it 11 it II II II II 11 11 II II II II 11 It 11 II 11 11 11 11 II II 11 II II 11 11 i! 11 [I- I1=-ZD__ D--- I!_;:: U=_ U Z [!: n n 11 u u 11H H n H H H n If H C :�' 11 11 11 it H n H I jjj4FFrTTT r;^'I II Ii 11 it Yr T1 - ,-,-- pp „15,-- -n-_ ...r,-__I - -fi' --11 - n ---ir- it---II u of 8 — b3/4 H H H I H 11 - 1 It It H n IJ_--_A.. __B___!1_... -LI_-...1.1_.-_ !!__ _I _U.___I!-__u.___Il__._LL__- VI-"`-i{--"'41--_..},__-H-- -FI--`H-_' __'-11-.-'},-"'-H_.,.'-hI- __-H '--'--N---Il 14' 61/2" II II H II 11 11 1118' 41/4"11 11 11 !1 II 11 11 14 -6h II II It It It II I 11 11 11 II 11 II , D---D---!!-- U =vl _[!_ =rl==rU: =Q =RE:= I? 5'-6" 5-71/2" '-101/4" 4'-111/4" 4'-111/4" ,-93/4 �� �3'-21/s" ; ;; ;� r 11 II 1 µ-_-µ-___µ___µ__,.,14 14 µ :14 11 1 - Ti---T,---- Ti' --n---n-__11--- ---(I---n-'-n- -n- -rt---11 - ! i 11 11 11 II II II 11 11 11 11 11 II 1 1 Ii II 11 11 II 11 II 11 11 11 11 11 I 41___LI-___11_ __11-_,_II___II__ H ___ 1 11 11 1 1 II I 1 11 11 I u „ CC STOI�jI SPRINIGLINh,4 SEC dON S�RING�1 IINE W}ND0W(3)1-3/4X9.1/2 ML HEADER CW135 FWG6061IR CW135 i 2-TW3046 _ o ATTACH 3/4^SHEATHING UNDER RAFTERS. (3)2 8 ; j (3)2X8 Df#2 HDR i (3)2X8 (3)2X8 DF#2 HDR. DR. DF#2 HDR.DF#2 ! 6X6 DARK RUSTIC BEAMS TO BE INSTALLED - I I I I , 1 QI AS SHOWN,FASTEN TO MAIN RAFTERS(TRIPPLE Co ' 1 ' 1 ' ' ♦ ' SHELVES rq` U04 P RAFTERS IN LOCATIONS BEAMS GO.BOLT ; M ASTER BEDROOM -Rw�r I �n C AND PLUG AT 32"OC).SHEETROCK CEILING { + \ ' OPEN / �� �� 11"-- BETWEEN BEAMS. TO � c) ' I , 1 I 1 -I' I BELOW C"� ;�'"�--- - F••� A251-4 (3)1-3/4X7-1/4 ML HDR. ♦ ✓" - p Cn N .'": / O� ,� � � 10 cx -----,-i-- ----I ---- __------ -- --' I CATHEDRAL CEILING 1 ` 17' 51/4" / 2'-81/z" M'�• 11 1 I 1 BEDROOM No. 4i 1 r- ILL. 1 I _l_J_.._-._.7_..�._,_ �_._.._._.1..._ N 1 1 SITTING AREA I I ' ' ' W _ s'-o° I I 1 1 t 1 '_._A:_ N -------------------- zo 10 —6 . . . . . ...... . . . . . . . (2) X8 F 2 FLUSH BEAM �.... (3) -3/4X11• /8 ML FLUSH BEAM 2 6" -- . �� -�--- -��� � (2)2X8 DF#2 H R 0 17'—51/4" 4'—4�/z" 9'—8/z" 0 \ i `10, 1 BATH No. 2 i �' '�' STAIR HALL !� � W WALK-IN � `� CLOSET � \ CV `t i c0 (2)2 3 DF#2 HDR ` '« W \ 1 (3)1-3/4X11-7/8 ML FLUSH BEAM (2)2X8 DF#2 H R 7 5 r 101 -- --Q---- (3 1.3/4X7-1/4MLHDR. V I —/ --------------------------- W 0 L _ b1J x 8 1 il A251-4 I I N I --- - -- N E 'v OPEN - -- I E N TOv ------ - - - BELOW _ BEDROOM No. 3 I' \I ° 1,_81 y„ - M -3" 5'Al 0" ( . " 60 °0 MASTER BATH _-_ _ _ i °' \ \1 L O LL o i HALF WALL 1 i I j N 2X10 DF#2 FLUSH B Al Z) H R. (3)2X8 DF#2 HDR. 1 ' B) 'X8 DF#2 HDR. -- -' _ �J - (3)2X10 DF#2 FLUSH BEAM p r --1 H Y WH316111AL P5545 1 Q TEMPERED N v FWH31611S __. (3)2X8 DF#2 HDR. n r o k m . =� TEMPERED 2-TW3046 2-TW3046r-I— O [ C�, U DECK 1 J o wcUy in �°✓ � t 4 E 19'—51/4" „ , I „ , " , ,r ,— „ , I " , 1/„ r „ , „ , „ N O W V 5 —6 5 —7/z 7 —6 7 —6 6!1z 6 —2/a 6 —2 a —6/z 7 —6 7 —6 � 11/z" 17' 51/4" 15-0" 01 70 58'--63/4" Y' 4 u 0 tn W 1).PILATE HEIGHT AT 8'-0". 6).ALL MULLS ARE TO BE PROVIDED WITH 2-2X DF#2 STUD POSTS U) UNLESS OTHERWISE NOTED. Q 5 N PROJECT NORTH 2ND. FLOOR PLAN 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. 7).INSULATE ALL EXTERIOR AND INTERIOR WALLS. 2X6 WALLS AT R19 ' i 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR COX PLYWOOD. AND 2X4 WALLS AT R13. E SCALE: 1/4" = 1' 4).PROVIDE 3-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS 8).INSULATE CEILINGS WITH R30 INSULATION.ALL CATHEDRAL LIVING SPACE: 1321 SQ. FT. d OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS SECTIONS TO BE PROVIDED WITH A 1"AIR SPACE BETWEEN ROOF OWN EACH SIDE OF OPENING. PROVIDE 3 JACK STUD5 ON EACH SIDE FOR SHEATHING AND INSULATION.ALSO PROVIDE 1-1/2"THICK FOAM L!$ MAICROL-AM HEADERS. INSULATION 1'-0"FROM EXTERIOR WALL PLATE INTO HOUSE ON u CATHEDRAL ROOF PARTS. U) 5).AkLL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE ( A\PPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 9).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEET ROCK. H HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 'A Cep•.A^.�, i.•. �s1'ly�r A- ,.°`.I,i .fir; � a,• DRAWN: MH/MS SCALE: 1/4"=V-0" JOB#: September 29,2011 SKEET NUMBER: PAINTER ZFO 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 BEFOREE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFA(CTURER'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 SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: II it II II !I II 11 II h ,1 11 It II Ii fi 11 11 11 11 II II 1! !! it I, 11 it 11 II I! 11 11 II II it I! 1! II II II II II 11 II it II 1, II it II tl it 11 !I II li 11 it it STORM WATER MANAGEMENT DETAILS „ II II it 11 11 II II li it li II II It II II ,� 11 11 II !! II II II II �� 11 II ii li 11 II ROOF AREA:2262.7 SQ. FT. N.T.S. II li I! it II II II I� II It fl II II II 11 GUTTERS DOWNSPOUTS DRAIN PIPE AT 100°1°WATER RUNOFF: 377.9 CU. FT. 11 II it II it II II !I tl !1 II It 1! II it 11 II II II 11 1) II 11 li II fi II 1: li it GUTTER SIZE ROOF AREA ROOFF AREA DIAMETER OF ROOF AREA ROOF AREA DRAIN PIPE n u I I n I I t I t 11 n I I I! !! n n !! (INCH) ®1/16'SLOPE �+1/8'1"SLOPE LEADER(IN) SQ.FT. GPM DIAMETER 1/8"SLOPE GPM 1/4 !1 u n n 11 t 3 340 4}80 2 1088 46 3 1644 68 2320196 PROVIDE(X)8'DIA.X 6'DEEP DRYWELLS '! II 11 " � II 11 1! II 4 720 10720 2-I/2 1974 82 4 3760 156 �"` It tl a ,i it p 1 „M1,- n 11 if ;� II , It II II I! 8 FT X 6'=253.5 CU. FT. I fl - ` ,1 it 11 II II it II !! !I II U II IJ I! 11 5 1250 17760 3 3220 134 5 6680 278 II II II it 11 !! I4 1� II II II II II fl „ 6 1920 2'7zD 4 6920 zsa 6 10700 444 TOTAL DRYVVELLS CAPACITY:253.5 CU. FT. " " " " " " " " " " " " " If It It it li 11 It it It 11 it If it !1 (1 !I I, II 11 11 II Ii ;I 11 II II II it II i{ 11 i! 11 ll it II li II II II Ii I; II li 11 it 1! 11 11 II It II II II 11 Ii it II it II I, ii II ll !I II .I II Il 21 II 1! it 11 !I II 11 {! 11 II li tl II 1{ iV 11 11 () 11 it II II 1! 11 11 11 ii 11 If 11 if II II it 11 II II 'i II II !1 II 11 it II II II II II it li ;i ii 1!J� -__- -'__.____---- -- ---------,----1' Q ----------- ---- , ' r ---------_.._-.....------"---' ---.`I "_-___.__._._ -_.._.. `-_..___._ ..- ---- - ---- ---- 1 % 10 I I 1 t ! 1 1 I I I 1 I I 1 W :ram _j c ,w '' 1 III li ! , •.1 I I I + 00 1 f � ! I v1 V CHIMNEY , , f , ! 12Indy IcxI I LL OGEE GUTTER - STANDARD 5" -- Q NOTES: ' ;CRICKET 1 1 I ! 1 ! I i I I INSTALL TRIPPLE RAFTERS IN MASTER BEDROOM 1.). EXECUTION: FOR BEAMED CEILING.SEE 2ND.FLOOR PLAN A). DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED, 1.3 4X11-7 8 ML RIDGE + ' R B B:,. ! ' i t I I I 2). PREPARATION: ----- ---- ---- I _ r _.- ------------------------ A). CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR 1-3/014 ML RIDGE 1.3/4X14 ML RIDGE p ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS, Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR 12 METALS WITH PROTECTIVE BACKING PAINT. ----------------- 31. INSTALLATION: --- --------- A). PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1). GUTTER TO BE PITCHED TOWARDS LEADER 1" TO 2" FOR EVERY 40' OF RUN. _.__.-_______.----_-_-.. _-_. :: _; - -- � ; It 2), SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. ___- _. . ___.____..__-' i ' f t 1 a). COPPER / LEAD: FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND 12 '/� 7 1 I I I 1 1 R ACCESSORIES. B). ALUMINUM: RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT CONNECTORS. ------ ------------------ ---- --- ; << ; \,} ;�� ; r1� 3). CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED. SEAL _ ___ ____- ._____.____._ .._ _ CONNECTION WATERTIGHT. � uj 4E). PROTECTION: �,�°}� A). PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. 1 �-+ 1C) 12 I i °^° B). TOUCH-UP, REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL X to COMPLETION. '-_._.__.__._______._...__ _ -- --.-----------.---___. - ---_... . -- � O � O i M Ln -- - - --- -------- ----- --------- ----------- 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, O)R INTERFERE WITH THE OPERATION OF SUBSURFACE W 1).INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.. 6). DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOODIII SHEATHING SEWAGE DISPOSAL SYSTEMS AND OTTHER SUBSURFACE STRUCTURES. MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT.DRY WELLS MUST BE LOCATED ANC CONFIGURED WHERE THEIR CONSTRUCTION S N PROJECT N®i RTH R®O PLA N 2).APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. UNDERLAYMENT 1S NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE + O WILL NOT COMPACT THE SOILS BEILOW THE DRY WELL. FINALLY, A DRY WELL WORK DAY,COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS p` G 3).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND COMPLETE. x _ u SHOULD BE PROTECTED BY EASEMENT, DEED RESTRICTION,ORDINANCE, OR OTHER p m E �� 1 DIRECTLY TO THE DECK ALONG EAVES. pa c7 p LEGAL MEASURES THAT PREVENT 1 If5 NEGLECT,ADVERSE ALTERATION,AND REMOVAL. 14 — 7).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. ° a THE BOTTOM OF THE DRY WELL MUST BEAT LEAST 2 FEET ABOVE SEASONAL HIGH 4).USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ USE GALVANIZED(ZINC COATED) ROOFING NAILS,it-12 GAUGE WITH AT W WATER TABLE OR BEDROCK AND BE AS LEVEL AS POSSIBLE TO UNIFORMLY 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. DISTRIBUTE RUNOFF INFILTRATIOA'4 OVER SUBGRADE SOILS. USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT CIS 5).ICE&WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS CUTTING INTO SHINGLE SURFACE. 0 00 CONSTRUCTION: WITH ROOF AND SIDE WALLS(TYPICAL). 04 FOR DRY WELLS, PROTECTION OF'THE SUBGRADE SOILS FROM COMPACTION BY CONSTRUCTION EQUIPMENT AND)CONTAMINATION AND CLOGGING ARE VITAL. v PRIOR TO ITS CONSTRUCTION,THIE AREA TO BE USED FOR THE DRY WELL SHOULD BE C V cn y' CORDONED OFF TO PREVENT CONsISTRUCTION EQUIPMENT AND STOCKPILED MATERIALS 00 FROM COMPACTING THE SUBGRAIDE SOILS. DURING DRY WELL CONSTRUCTION, C4 E u PRECAUTIONS SHOULD BE TAKEN ITO PREVENT BOTH SUBGRADE SOIL COMPACTION W AND SEDIMENT CONTAMINATION[.ALL EXCAVATION SHOULD BE PERFORMED WITH THE 2X10 RR 1'4" LIGHTEST PRACTICAL EXCAVATIONI EQUIPMENT.ALL EXCAVATION EQUIPMENT SHOULD BE PLACED OUTSIDE THE LIMITS OF*THE DRY WELL. TO HELP PREVENT SUBGRADE SOIL CONTAMINATION AND CLOGGING BY SEDIMENT, ` DRY WELL CONSTRUCTION SHOUL'.D BE DELAYED UNTIL ALL OTHER CONSTRUCTION U, SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY W TEMPORARILY OR PERMANENTLY[DRAIN TO THE DRY WELL ARE STABILIZED.THIS ` DELAYED CONSTRUCTION EMPHASSIS THE NEED,AS DESCRIBED ABOVE,TO CORDON OFF THE DRY WELL AREA(S)TO PRILVENT COMPACTION BY CONSTRUCTION EQUIPMENT CEILING '\, u AND MATERIAL STORAGE DURING OTHER SITE CONSTRUCTION ACTIVITIES.SIMILARLY, 0 USE OF THE DRY WELL AS A SEDIMENT BASIN IS STRONGLY DISCOURAGED.WHERE UNAVOIDABLE, EXCAVATION FOR'THE SEDIMENT BASIN SHOULD BE A MINIMUM OF 2 FEET ABOVE THE FINAL DESIGN EELEVATION OF THE DRY WELL BOTTOM. ACCUMULATED SEDIMENT CAN THiEN BE REMOVED WITHOUT DISTURBING THE ` SUBGRADE SOILS AT THE DRY WELL.BOTTOM,WHICH SHOULD BE ESTABLISHED ONLY N AFTER CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE ARE IS COMPLETED AND \ OGEE GUTTER DRAINAGE AREA STABILIZED. 7-1/4" 'd IF DRY WELL CONSTRUCTION CANINOT BE DELAYED UNTIL ITS DRAINAGE AREA IS STABILIZED, DIVERSION PIPING OR I OTHER SUITABLE MEASURES SHOULD BE INSTALLED DURING ALL PHASES OF'CONSTRUCTION TO DIVERT ALL RUNOFF AND NJ CUr) SEDIMENT AWAY FROM THE DRY\WELL.THESE DIVERSION MEASURES SHOULD NOT DRY WELLS TO BE 10' MIN. BEAD BD.SOFFIT 5-1/2" x BE REMOVED UNTIL ALL CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE AREA 2-1/4"SOLID CROWN 94 IS COMPLETED AND THE DRAINAGIE AREA STABILIZED. AWAY FROM HOUSE STONE FILL AGGREGATE SHOULD BIE PLACED IN LIFTS AND COMPACTED USING PLATE 5/4"TRIM COMPACTORS.A MAXIMUM LOOSIE LIFT THICKNESS OF 12 INCHES IS RECOMMENDED. PRETREATMENT: , 00 0 O ® top AS WITH ALL OTHER BEST MANAGEMENT PRACTICES. PRETREATMENT CAN EXTEND THE FUNCTIONAL LIFE OF A DRY WELL. WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF .. ;, "; :,y RUNOFF POLLUTION, ROOFS CAN (NEVERTHELESS BE THE SOURCE OF PARTICULATES AND y" °i 'N St-�;-4 ORGANIC MATTER AND, DURING SITE CONSTRUCTION,SEDIMENT AND DEBRIS. :'..- �.; THEREFORE, ROOF GUTTER GUARC)S AND/OR SUMPS OR TRAPS (EQUIPPED WITH Y' ,�, ;, tit, i CLEAN-OUTS) IN CONDUITS TO A MRY WELL SHOULD BE INCLUDED WHEREVER PRACTICAL TO MINIMIZE THE AMCUUNT OF SEDIMENT AND OTHER PARTICULATES .a �_ DRAWN: MH/MS SCALE: 1/4"=V-011 THAT CAN ENTER THE DRY WELL. JOB#: .. TYPICAL SOFFIT DETAIL ���-�w.,����ti`���r September 29,2011 SHEET NUMBER: SCALE: 1-1/2" _ 11-0I1 ', . " PAINTER TO FPRIME 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 RESPONSIBLE F A-6 BE NS16LE OR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTU)RER'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 PFRIOR 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: 3"fd ROOF VENT " 3 11/4 1 1/2 1 1/4 11/4 1114 11144ISHONER e LAV'. LAV. W.C. SH ER SH ER Oft ATH OR ATH Z 2 G.O. 3 2 1 1/4 3 C.O. 1 1/4 1 114 3 3 1 114 1 114 p1/2 4 1114 1112 11/4 SINK LAV. W C 3" D.W M SHO ER F.A.I. OR ATH 2 1 1/2 3 1114 3 2 G.o. 1 114 C.O. 1-3/4X14 ML ® C) 3 C.o. OG RIDGE VI' [~.� 3 3 N� _z U 4 1-3/4X11.7/8 ML RIDGE 4"C.L� 7 TO APROVED ,LNQ �' / SLOPE" 1/4"PER FOOT PITCH TO DRAIN TRAPS SEPTIC SYSTEM PLUMBING SCHEMATIC N.T.S. (3)1-3/4X11-7/8 ML FL.BEAM __.-.�.a �_� ce) 2X8 DF#2 CJ @16110C 2X8 DF#2 CJ @16110C �a O00 I ,® 1X3 CL. 6"O % EXD7 SHOEATHINGVER AC SLTS. @1C 2X8 CL.CDR.PU Q16"OC „` ? FJ 16 OC <x 2X8 @16"OC C) #10STAINLESSSTEEL { ( ( { ( f l { (2j 2X10 ML PLUSH BM 3 2X12 ACQ w 0 ( ORGALVANIZN f ( J�, L1 " W000 scRrws W1 f , ( CL.CDR. W/ ~ t�i) wASHEas®lz o.c. I I I i GIRDER, GIRDER 1 1 S 1rD.c 1 1 6X6 ACQ ' 6X6 ACQ 0 `� C 11 z° POST � V] POST 1 kn 1 1 1 ' T^ Q 14Xi4 FG ' ' 4X14 FG N 1/2"A PA RATED SHEATHING 1 / 1 i I 0 ' ' COLUMN ; ; COLUMN N GRADE PLYWOOD (ALTERNATIVIVE 7/16"O.S B) 1 1 1/2"APARATEDSHEITHING 1 1 1 1 GRADE PLYWOOD 1 (ALTERNATIVIVE:7/16'0,5.0.) 413 STAINLESS 5T'EEL ( / OR GALVANIZED 1 1- 3/4"SUBFLOOR 7 1 m WOOD SCREWSW/ WASHERS ®12"o.c ( f Of 14"TJ1230 WOOD-1 FJ @16"OC wTNDowsTlt 1 1 2X10 ACQ1 DJ @16"OC 2X8 ACQ DJ @1 ' TYPICAL WINDOW OPENING e (LESS THAN 4'oxs'0"OPENING) 1OX30 STEEL GIRDER 12"dia. (4)2X8 ACQ •� �i o D ; 1 0 ­4 44 CONC.PIER D GIRDER ,o; p� TYPICAL D21 R OPENING o r+ (LESS THAN 4'-0X8'-0"OPENIN(G) v vJ.O1• 1• �' ' vf.•�d 's'� O — - _ — e e:a a.e n v.• CC c0 O 24"X24"XI2" p . . I ' 0 CONC.FTG x o 2+roc +' 10"PC WALL :eD ; G W C� X ., 4X4X7/4 4X4X1/4 —� DAMPPROOF �; STEEL COLUMN STEEL COLUMN d a,. � s.• ' `� .V C. .O 4"CONC.SLAB !o ; Ln U { I /{ r { f r I t•o.dp i • '. •. •A-.e00 A•:i ;Io1'r'd • Y jlei.r.D' • •• Ilvt:red •. Iv.1 •• ' N QJ �v I J I ` ' ) 1 a r• 1 1 ►I ei a --r_-, vr�. •Y. v� 'e or• e1 o v• i p e� 1 24"X12"CONC.FTG. 54"X54"X12"CONIC.FTG. (3)#5 REBAR w/(5)#5 REBAR e.w. �+ Izroc 7/4"APAPLYWODD SECH011% A —ACJ�SHEATHING ti ti �1 ti y ti SCALE: 1/4" _ 1!_011 v l ( I I o tn 2%4 STUDS TUDI { ! I { I I r I { I I I %,,.NLESSSTEEL I // 1 r � OR GALVANIZED f I I I I r 1 I WOOD SCREWS W/ I( ( (I 1 ( WASHERS aP 12"O.C. MULTIPLE PLYWOOD ASSEMBLIES 2.2X4 DFA2 STUDS CONNECTED TOGETHER WITH STAINLESS STEEL OR GALVANRED BOLTS W/WASHERS AND NUTS 0 2`-G"O.C, TYPICAL MULTIPLE OPENINGS (MORE THAN 4'-OX8'4'OPENING) WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TABLE 1609.1.4, N.Y.S. RES., CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) ` �`-`' = :=?�sc" `'^ WINDBORNE DEBRIS PROTECTION FASTENING!SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" y AND MAXIMUM PANEL SPAN OF 8 FEET SHALL B{E PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT IHARDWARE 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 SUBSTITIUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. 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. DRAWN: MII MS HARDWARE MUST ACCOMPANY SHUTTERS FOR]INSTALLATION. 1.4:.r ar' SCALE: 1/4"=1'•0" JOB#: z�y�• � �:."=` September 29,2011 ,4�'=may § SHEET NUMBER: A ow 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 CO)MMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTUIRER'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 PPRIOR 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: O I 1.3/014 ML RIDGE 1-3/4X11-7/ ML RIDGE 2X10 F#2 2X10 11 DF#2 RR @16"OC r 2X8 DF#2 C1 @16"OC _ _ RR @16"OC 1-3/011-7/8 ML RIDGE 2XI0 DF?#2 RR @16"'OC — - - — 1=1 IN IN 11 IN IN 2X8 DF#2 CJ @16"OC `^— F 2X8 DF#2 CJ @16110C O ° 1 ' co -- ---:. % ® - rw^ — _ - — 3/4"SUBFLOOR ___� �. 3/4"SUBFLOOR U O � U 14"TJ1230 WOOD-1 FJ @16"OC 14"TJ1230 WOOD-1 FJ @16"OC � W wl 3/4"SUBFLOOR 14"TJ1230 WOOD-1 FJ Ca 1 "OC �. — < W10X30 STEEL GIRDER W1OX30 STEEL GIRDER WIOX30 STEEL GIRDER 4 e p w (2)2X6 ACQ STILL PLATE TERMITE SHIELD ''. •. SILL SEAL p ° a; �;' 8"PC WALL 4X4X1/4 . DAMPPROOF STEEL COLUMN i r, .. 4"CONC.SLAB ,� �_ � d' W I1 -Y.°'"o€ p'va• p °'- 'v€ u've' . Y °e..oi a'o.• . .Y °a..ot p'va• 16"X8"CONC.FTG. h-a K� u- 54"X54"X12"CONC.FTG. (2)#5 REBAR ' ,r • ,( ��� (5)#5 REBAR EACH WAY ? )�_ 1-3/014 RIDGE SECTION B-B o O SCALE: 1/4" _ 11_011 N 2X6 COLLAR TIE @48"OC 1-3/4X11-7/8 ML RIDGE BEAM @ 3zl OC O 3/4"SHEATHING - " c - - - - 2X8 DF#2 CJ 16"OC - (2)2X8 DF#2 (2)2X10 OF#2 cn cv } r. FLUSH HDR. !' FLUSH HDR, x o 'COO o w ti v 00 T //% o a 5/4"DECKING OVER 7 1 v cr) 2X4 ACQ SLEEPERS t � n � � ON EPDM,FLASHED I Q` •� to _ — 3/4"AC SHEATHING ! 3/4"SUBFLOOR N Ln u v _ — 2X8 CK.CDR.PJ @16"OC 7.1/4 ML @16"OC SISTER TO FJ 14"TJ1230 WOOD-1 FJ @16"OC W 1 3 _ 1 4 2 3 (2)2X10 CL.CEDAR GIRDER 1014 FG p i i COLUMN 1 - • 6X6 ACQ POST N Tl` 3/4"SUBFLOOR 2XI0 ACQ FJ @16"OC 14"TJ1230 WOOD-1 FJ @16"OC —'" - •" — (4)2X8 ACQ 2)2X6 WIOX30 STEEL ( (2)2X6 ACQ SILL PLATE GIRDER PLATES V 12"dia. .y - ;: TERMITE SHIELD CONC.PIER `,:o 4•r FOM SILL SEAL e•"r•0' 8"PC WALL '• DAMPPROOF i; }a4X4X1/4 TUBE STEEL I 24"X24"X12" e: COLUMN e; CONC.FTG.00 ' • 4"CONC.SLAB ►• r F '<_ ``' tf,.. v •r 0,.� v• r• o r 4 'S' ���' ,y „ %Y.°'"v€ a v:. •Y.°'"o p'v✓ DRAWN: MH/MS 16"X8 CONC.FTG. 54"X54"XI2"CONC.FTG. it ' �',JYrq 2X4 KEYWAY ) SCALE: 1/4"=V-0" W/(5)#5 REBAR e.W. o► �( ct, �.,� .�.; JOB#: SECTION C-C ` ' � September 29,2011 , 'xa SHEETHEETNUMBER: SCALE.. 1/411 = 1 1-011 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 BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS Am,8 MANUFACTUMER'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 PRIIOR 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: EXTERIOR MATERIAL FINISHES / DETAILS: STRONG HOUSE ROOM FINISH SCHEDULE SIDING: SEMI-TRANSPARENT 183"R&Rs SHED ROOF FREEZE: VERSATEX WHITE 5/4X4 LOCATION: FLOORS: NVALLS: . CEHX G: R ENLAR: PRESTAINED FOU1 'ATIOMIN": CORNER BOARDS: VERSATEX WHITE 5/4X6 GUTTERS/LEADERS: SEAMLESS OGEE STYLE WHITE BASEMENT CONCRETE C£ CR-E-1E UNFV4514EIS BANDING: VERSATEX WHITE 5/4X6 OVER 5/012 PORCH ROOF BRKT. PAINTED CL.CEDAR 6X6 MATERIAL-CUSTOM 1DL "II}E STAIR COIwCR.ETE CICT`.cTE - ELCOR IKAI°v1 PtPE+J TO QJtrEl1 4-1/2 CROWN STAIRS yzUC kV PWE 1T'+''PJ SA-GYP%W.20ARs 5,✓F GYPSV?4 BOARD 57ANIS'ARU F Nq HANDaA,IU'4G WINDOW TRIM: VERSATEX WHITE 5/'4X4 w/2"THICK SILL PORCH COLUMNS: HB&G(OR EQUAL) 14X14 FIBERGLASS .FL�'OOiR: 11/16" FLAT STOOL W/ OGEE EDGE DOOR TRIM: VERSATEX WHITE 5/'4X4 PERGOLA COLUMNS HB&G(OR EQUAL) 14X14 FIBERGLASS ENTRY 3-112'D&RX YrANED OAK 5,+W GYPSUM BOARD S,l'GYPSUUM B LIAR D 11/16"X1-1/8" COVE Hudson HR415 Hudson HR710 CLCtSET 51f2"i T a3:5a14i"dE!t3AK g#S"[ATPSUt.4 fl" ✓i3Li" 3, f"YP5L9�r1 t� t1kA 3/4"x 3-1/2" BUILT OUT GABLE FYPON BkCT7X11X3 PERGOLA GIRDER: CLEAR CEDAR PAINTED WHITE 91/16"X3-1/2" E1E CASING Casing C3own MI dg./8. OA .S 1dEI?C1,4i* 5.�3 GYM fOAR!D 5/E"CYP,SWA BOARD 0'"ST.�r�T. runes,."x t4�€oms BRACKETS: STATt TREAD<P AI%7ED RU,EERS wf DAT.ST,QAK CAPS,NXI- E 4•ILA:tNtsTMS BUILT OUT GABLE VERSATEX WHITE 5/'4Xl2(BEHIND BRACKETS) PERGOLA JOISTS: CLEAR CEDAR PAINTED WHITE HALF 6ATH 3-1}2"DARK STA"NED CAS: MRCYPSUM BOARD MRCWSUM BOARD 3B hWAItaSICO7ac4 G%T1`114CAP€LNG, INTERIOR CASING 2ND. FLOOR CEILING TRIM FREIZEBD,: 5/AX8(ALONG RAKES) HALL 3-1r'"VAgKSTALNED-�I~ 53"GYPSUMPOARD 519-GYPSUMR'O O WINDOW STOOL WITH APRON BUILT OUT GABLES BUILT OUT GABLES 1X6 T&G SIDING PERGOLA SLATS: CLEAR CEDAR PAINTED WHITE LmNCy ROOM 3-1✓2-DARRXl7A_-N! CWK 5,r8"'GYPSUNt 91CAR;} Srr t,YP um P D SIDING/TRIM: SIDING/TRIM: 5/'4X4 FREIZE BD. DINING ROOM 3-V2"DARK57A;NED,OAK 5/3"G:YPsUM BOARD Sir GYPSUM BC3,A D BUILT OUT GABLE FYPON FRZLV16 w/3-1/2"TRIM DECKING: MAHOGANY 5/04(EB-TY FASTENERS) DEN 3 1✓2-DARK ST.ALNED OAK SA"GYPSUM 90AA D 3,S"CYPSUM BOARD VENTS: FRZLV22 w/3-1/2"TRIM I•.ITCI-IRN 3_1r."CARY S:rNED CIAK 54-GYPSUM BOARD S;IT C YP4"LYXt BOARD W14M SU7 AY TILE BACKSPLASW PANTRY 3-1,/s'"VAR STA rNED OAK 5,1"GYPSUMR?BOARD S,,V C,74SIPA BOARD MAIN GABLE RAKES: VERSATEX WHITE 1X8 w/iX2 TRIM DECK RAILING: CLEAR CEDAR PAINTED WHITE MUDROOM 12X12 TILE 5,8-GYPSUM,BOARD 502-+G`OSUMA BOARD sorh 3T.'AINSCOTT m%TTM CAPR3•,C VIATH MAIN GABLE FREEZE: VERSATEX WHITE 1X8 CHIMNEY: OWENS CORNING CULTURED STONE LAUNDRY ROOM I8J£I2 TILE 518-GYPSUMBOARD $13-GYPS1FM BOARD ScrF, AV14 F.f7Tf•�IV,a�� CAPPING DR�RArN PA IJNIDO'MAf3•IER MAIN ROOF FASCIA: VERSATEX WHITE 1X8 w/iX2 TRIM FLOWER BOXES CLEAR CEDAR CUSTOM BEDROOM No.I 3,IQ'MRX STAINEDCf+A.K. 5/3"GYPSUM.'.BOARD 5;V gGYPSUF.M BOAR SHED ROOF FASCIA: VERSATEX WHITE 1)Q w/!X2 TRIM SHUTTERS: CLEAR CEDAR PRIMED AND STAINED CLOSET. 3 13"DARXST»."N OAK. 54"CWfUM,BOARD 5i"G'tPSUM BOARD 15/1.6"X2-1/4" WAINSCOAT CAP- w BEDROOM No.,2 34r2-DARKSTAAUNED OAK .t`✓8-GYPSUM BEARL! 5,,Z-GYP"v a POARD SHED ROOF RAKES: VERSATEX WHITE 1X8 w/iX2 TRIM CLOSETS 3-1/2-IaaRX TA1NED GAY 5,r GYPSUM BOARD 5A-&YPiU.M BOARD BATH Nr3-I 8,10TA,E ;IAR GYRSJt,K20A.RD MR GfPVJM,BOARD 39"F iXPAI*aS OTT"J.=?C+#klE W CAFFNC FRONT PORCH 5,r4X4 M dA14OC ANY - ]X6 E&CB T3&C AZ-K UTATRERS E7 RAILINC BEAR DECK 59X4 AtAi•f:)GANY - 4"t>EATRERBEST RAILING SIDE PORCH 514X 4 MVAHOC,,ANY - IX&F&CR T&G AZEK UlEAT€•MEE;7 RAIUNfG a BIDDING COMMENTS: 1/2" THICK MDF PANELS w '7 7.FLOOR: B oa 3- NA BEADING @ 2-1/2" OC STAIR „ AEDO,tr,KlAFALS,IL< Ca O3#Id.1r.P4W'EL HALL �='SgI-\LED l�. 5,+'8"G't'P*.,LJ9A t-'IA.e.:2"� 5.�-�G1'PS'LSdA BOARD PA,I'�!T ED B.A.USIT'fiS PRICE EXTERIOR OPENINGS AS ANDERSEN 400 SERIES. (DOUBLE HUNGS TO BE LINEN CLOSET 3.t.12-SEL RED OAK 5/O-cYPSUMWARD prcY umBOARsD PRINCETON Hudson HR728 TILT WASH). WHITE VINYL EXTERIOR, PREFINISHED INTERIOR w/ PREFINISHED MASTER.BEDRC7OM 3-I,r_"SEL RED OAK 5A-GYPSUM90ARD � �^' ' '°� � 6MCDARKRUSilCREMACELR46 TL-PCM803 1-3/8"x8" d 2 JAMBS. STANDARD HARDWARE. ALL UNITS TO HAVE SCREENS. ALL LOCKS TO BE WALIK4NCLOSET 3-Ij,-2-SEL RED OAK 5✓ti"GY'PSUm&O RD 3.gl1GYPS A.IOARD 11/16' x7-1/4 CrownMidg. SITTING AREA 3-1.C-SIL RED OAK 5A'GYPSUM ROAR\'; 511' iGlt l'.W R OAR U BASE TRIM 1ST FLOOR CEILING TRIM � KEYED ALIKE. DOORS TO HAVE OAK SADDLE. GRILLES TO BE 1-1/8" WIDE w/ MASTER BATH 12XI'.TIL.E m,c1.ta�y? mARD A.SIt£'r.'riumBC'+Am TILE F•C,A IWAl1 . SPACER BAR, INTERIORt + EXTERIOR GRILLE. BATHROOM (WHERE APPLICABLE) TO LINEN CLOSET IZX)2TILE, MR GY-PSeJM BOARD mr,GYPiuM Bt..Apm O HAVE VINYL JAMBS AND STAINLESS STEEL HARDWARE. REVIEW PLANS FOR BEDROOM No.,3 3-ltr;-5LREDOAK. 5917GYYPSUM pool> 5,VCYP31*19OARD WAINSCOTTING ..r CLOSETS 3--4l'SL>SLED OAK. 5/8"GYPSUM BOARD :Sir 4YPVJM.1 BOARD WIINDOWS REQUIRING TEMPERED GLASS. BEDFRCSJM1`o.4 3-V2.5ELRED0 K 54-CYPSUM,PCIARD S.�V&Y1' IBOARD p..� >>> NOTE:: PRICE ALTERNATIVE, MARVIN INTEGRITY <<< CLOSETS 51F 3-V2'PL RED OAK CYPSSUM BOARD 5tE'GYP LM A BOARD BATH 2 VXf,� ��,� B0d�D MRSUM ROARD 31rh v(A1M4�c�TT �Y CA1sP�IG- INTERIORFRONT DKK 51A TRIM INTERIOR DOOR i3G1 MAHOGANY _ l�EATktERBI�rL RXAIIN LIC, EXTERIOR DOORS TO BE BE THERMATRU FIBERGALSS WITH OAK THRESHOLD. REAR DECK. 'sxu.'rRER.BISTvkT4r1tG DOOR LOCKS AND HINGES TO BE EMTEK. (USE MpF MATERIAL WHERE APPLICABLE) TRU TILE INTERIOR OORS MODEL No.T54000 WITH EMTEK BALL BEARING HINGES GYPSUM DRYWALL NOTES: PAINTING MOTES: INTERIOR TRIM NOTES: � QUALITY ASSURANCE: JOINT TREATMENT MATERIALS: JOINT SYSTEM: QUALITY ASSURANCE: EXECUTION: APPLICATION CONTINUED: QUALITY ASSURANCE: W �" 1).INSTALLATION AND APPLICATION OF MATERZIALS SHALL BE IN ACCORDANCE WITH 1).JOINT TAPE: 1).TAPPING AND FINISHING JOINTS: A.BENCHMARK SAMPLES(MOCUPS):PROVIDE A FULL-COAT BEMCHMARK SAMPLE FOR A).EXAMINE SUBSTRATE,AREAS AND CONDITIONS,WITH APPLICATOR PRESENT,FOR G).SAND LIGHTLY BETWEEN EACH SUCCEEDING ENAMEL OR VARNISH COAT. 1).COMPLY WITH WORKMANSHIP AND FINISH STANDARD REQUIREMENTS OF THE 0 ✓ F� UNITED 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 AWI(AMERICAN WOODWORKERS INSTITUTE)QUALITY GRADE SPECIFIED. A b).CROSS LAMINATED,TAPERED EDGE,REINFORCED PAPER,OR FIBER GLASS 1).APPLY COMPOUND IN THIN UNIFORM LAYER TO ALL JOINTS AND ANGLES IN POCA(PAINTING AND DECORATING CONTRACTORS OF AMERICA), PROCEDURES SPECIFIED IN PDCA P4. H),SCHEDULING PAINTING:APPLY FIRST COAT TO SURFACES THAT HAVE BEEN CLEANED, APPLICATION: 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 l00 S{Q•FT. 1).PROCEED WITH PAINT APPLICATION ONLY AFTER UNSATISFACTORY CONDITIONS PRETREATED OR OTHERWISE PREPARED FOR PAINTING AS SOON AS PRACTICABLE AFTER !),INSTALL THE WORK PLUMB,LEVEL,AND FREE OF DISTORTION.SHIM WHERE W O GOVERNING AUTHORITIES AND CODES. 2).APPLY REINFORCING TAPE IMMEDIATELY. 2).SMALL AREAS AND ITEMS:ARCHITECT OR HOMEOWNER\WILL DESIGNATE HAVE BEEN CORRECTED AND SURFACES RECEIVING PAINT ARE THOROUGHLY DRY, PREPARATION AND BEFORE SUBSEQUENT SURFACE DETERIORATION. REQUIRED,WITH CONCEALED SHIMS, b.0 `~ 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 3).PROVIDE MATERIALS,ACCESSORIES AND APIPLICATION PROCEDURES WHICH HAVE a).ASTM C475 4).LEAVE APPROXIMATELY 1/64 In.TO 1/32 in.COMPOUND UNDER TAPE TO a)•OBTAIN OWNERS APPROVAL OF SHEEN FINISH FROM BENCHMARK SAMPLES. SURFACES AND CONDITIONS WITHIN A PARTICULAR AREA. PAINTED. 2).CUT MATERIAL TO FIT UNLESS SPECIFIED TO BE SHOP-FABRICATED,OR SHOP- O C) BEEN LISTED BY UL OR TESTED ACCORDING3 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 ABUTS W O CONSTRUCTION INDICATED. C).ALL PURPOSE]DINT COMPOUND. 5).APPLY SKIM COAT IMMEDIATELY FOLLOWING TAPE EMBEDMENT BUT NOT A.STORE MATERIALS NOT IN USE IN TIGHTLY COVERED CONTAAINERS IN A WELL- B),COORDINATION OF WORK: PAINT,APPLY ADDITIONAL COATS UNTIL PAINT FILM 15 OF UNIFORM FINISH,COLOR OTHER FINISH WORK,DRILL PILOT HOLES AT CORNERS BEFORE MAKING CUTOUTS. QUALIFICATIONS OF INSTALLERS: INSPECTION: TO FUNCTION AS FILL OR SECOND COAT. VENTILATED AREA AT A MINIMUM AMBIENT TEMPERATURE OF 45 deg.F.MAINTAIN 1).REVIEW OTHER SECTIONS IN WHICH PRIMERS ARE PROVIDED TO ENSURE AND APPEARANCE. 1).USE ONLY SKILLED AND EXPERIENCED GYPSUUM DRYWALL INSTALLERS FOR LAYING A).CHECK FRAMING FOR ACCURATE SPACING AND ALIGNMENT TO PRODUCE SURFACES 6).FOLD TAPE AND EMBED IN ANGLES TO PROVIDE TRUE ANGLE, STORAGE CONTAINERS IN A CLEAN CONDITION,FREE OF FO)REIGN MATERIALS COMPATIBILITY OF THE TOTAL SYSTEM FOR VARIOUS SUBSTRATES.ON REQUEST, 3).DISTRIBUTE DEFECTS TO THE GREATEST APPEARANCE ADVANTAGE POSSIBLE. N UP THE GYPSUM BOARD,FASTENING,TAPPItNG 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 I).APPLICATION PROCEDURES:APPLY PAINTS AND COATINGS BY BRUSH,ROLLER,SPRAY EXECUTION: cV 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 2).HELPERS AND APPRENTICES USED FOR SUCH WORK SHALL BE UNDER FULL AND B).VERIFY THAT SPACING OF INSTALLED FRAMING DOES NOT EXCEED MAXIMUM 1).APPLY JOINT COMPOUND OVER EMBEDDING COAT. B.APPLY WATERBORNE PAINTS ONLY WHEN TEMPERATURES OIF SURFACES TO BE - FOR RUNS LESS THAN THE MAXIMUM LUMBER LENGTH AVAILABLE, FOR LONG RUNS, CONSTANT SUPERVISION AT ALL TIMES BY•ITHOROUGHLY SKILLED GYPSUM ALLOWABLE FOR THICKNESS OF DRYWALL TO BE USED, a),FILL TAPER FLUSH WITH SURFACE. PAINTED AND SURROUNDING AIR ARE BETWEEN 50 AND 90 deg.F. C)•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 b).APPLY FILL COAT TO COVER TAPE. SPECIFIED OVER SUBSTRATES PRIMED BY OTHERS. MANUFACTURER'S RECOMMENDED SPREADING RATE.PROVIDE TOTAL DRY FILM DRYWALL INSTALLERS. RUN.STAGGER]DINTS IN ADJACENT MEMBERS.COPE MOLIDING AT RETURNS,MITER C).VERIFY THAT FRAMES ARE SET FOR THICKNESS OF DRYWALL INDICATED. c),FEATHER OUT FILL COAT BEYOND TAPE AND PREVIOUS JOINT C.APPLY SOLVENT-THINNED PAINTS ONLY WHEN TEMPERATURES OF SURFACES TO APPLICATION: THICKNESS OF THE ENTIRE SYSTEM AS RECOMMENDED BY MANUFACTURE, ALL CORNERS. 3).IN THE ACCEPTANCE OR REJECTION OF INSTALLED DRYWALL,NO ALLOWANCES COMPOUND LINE. BE PAINTED AND SURROUNDING AIR ARE BETWEEN 45 AND 95 deg F. A).COMPLY WITH PRODUCERS SPECIFIED IN PDCA P4 FOR INSPECTION AND ACCEPTANCE WILL BE MADE FOR LACK OF SKILL ON PART'OF THE INSTALLERS. D),DO NOT PROCEED WITH INSTALLATION OF DRYWALL UNTIL DEFICIENCIES ARE 2)•JOINTS WITH NO TAPER: OF SURFACES TO BE PAINTED. K).MECHANICAL AND ELECTRICAL WORK: PAINTING OF MECHANICAL AND ELECTRICAL 2),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. p DO NOT APPLY PAINT IN SNOW,RAIN,FOG OR MIST;OR WHEN RELATIVE WORK IS LIMITED TO ITEMS EXPOSED IN EQUIPMENT ROOMS AND OCCUPIED SPACES. a NAILING:BLIND NAIL WHERE POSSIBLE.USE FINISH NAIILS WHERE EXPOSED,SET MANUFACTURER'S RECOMMENDATION: b),DO NOT APPLY FILL COAT ON INTERIOR ANGLES. )' B).COORDINATION OF WORK:REVIEW OTHER SECTION IN WHICH PRIMERS ARE PROVIDED ) 1).THE MANUFACTURER'S RECOMMENDED METIHODS OF INSTALLATION,WHEN HUMIDITY EXCEEDS 85 PERCENT;OR AT TEMPERATURES LESS THAN 5 deg.F. NAIL HEADS FOR FILLING,EXCEPT FOR EXTERIOR WOOD SCHEDULED TO RECEIVE APPROVED BY THE ARCHITECT SHALL BE THE BASIS FOR ACCEPTANCE OR E).PROTRUSION OF FRAMING.TESTED FRAMING MEMBERS,OR UNALIGNED MEMBERS 3).ALLOW FILL COAT TO DRY PRIOR TO APPLICATION OF FINISHED COAT. ABOVE THE DEW POINT;OR DAMP OR WET SURFACES. TO ENSURE COMPATIBILITY OF THE TOTAL SYSTEM FOR VARIOUS SUBSTRATES.ON L).BLOCK FILLERS:APPLY BLOCK FILLERS TO CONCRETE MASONRY BLOCK AT A RATE NATURAL FINISH(IF ANY). t).FINISHING: REQUEST,FURNISH INFORMATION ON CHARACTERISTICS OF FINISH MATERIALS TO TO ENSURE COMPLETE COVERAGE WITH PORES FILLED. b).ANCHORING:SECURE THE WORK TO ANCHORS OR TO BLOCKING WHICH IS BUILT- REJECTION OF ACTUAL INSTALLATION METHiODS USED IN THIS WORK. MUST BE REPAIRED BEFORE INSTALLATION OF DRYWALL I5 STARTED, MANUFACTURERS: 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. ALLOWABLE TOLERANCES: INSTALLATION: �-+ T A.GENERAL: All JOINTS. LISTED BELOW, M),PRIME COATS:BEFORE APPLYING FINISH COATS,APPLY A PRIME COAT, 1).1/8 in.IN 8 ft.MAXIMUM VARIATION FROM FPLUMB OR LEVEL IN ANY EXPOSED a).FEATHER TO SMOOTH UNIFORM FINISH. C).REMOVE HARDWARE AND HARDWARE ACCESSORIES,PLATES,MACHINED SURFACES, AS RECOMMENDED BY MANUFACTURER,TO MATERIAL THAT IS REQUIRED TO BE cV v 1).INSTALL ALL PANELS PLUMB,LEVEL AND WITH ALL VERTICAL JOINTS ON BEARING 3).CASEWORK:INSTALL WORK IN A MANNER CONSISTENT WITH THE AM QUALITY c� o LINE OR SURFACE. b).APPLY FINISH COAT TO TAPED ANGLES TO COVER TAPE AND TAPPING 8),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, COMPOUND, IF REMOVAL IS IMPRACTICAL OR IMPOSSIBLE BECAUSE OF SIZE OR WEIGHT OF RECOAT PRIMED AND SEALED SURFACES WHERE EVIDENCE OF SUCTION SPOTS OR ,O 2).USE PANELS OF MAXIMUM SIZE LENGTHS PRACTICAL TO MINIMIZE BUTT JOINTS. 1).BENJAMIN MOORE&CO.(BENJAMIN MOORE) a).SECURE CASEWORK TO GROUNDS,STRIPPING,OR BLOCKING WITH COUNTERSUN X u 2).CONTRACTOR SHALL TAKE INTO ACCOUNT f HE TOLERANCE ALLOWED IN THE 2).SAND FINAL APPLICATION OF COMPOUND TO PROVIDE SURFACE READY THE ITEM,PROVIDE SURFACE-APPLIED PROTECTION BEFORE SURFACE PREPARATION UNSEALED AREAS IN FIRST COAT APPEARS,TO ENSURE A FINISH COAT WITH NO CONCEALED FASTENERS AND BLIND NAIL AS RE a).WHERE UNAVOIDABLE,LOCATE END BUTT JOINTS AS FAR FROM CENTER OF PAINT MATERIALS,GENERAL: N REQUIRED TO PROVIDE A RIGID o SUBSTRUCTURE TO WHICH HE I5 TO ATTACIH THE FURRING,STUDS AND GYPSUM FOR DECORATION. AND PAINTING, BURN-THROUGH OR OTHER DEFECTS DUE TO INSUFFICIENT SEALING, BOARD TO COMPLY WITH THE TOLERANCES REQUIRED IN THIS SECTION. WALLS OR CEILING AS POSSIBLE AND STAGGER IN ALTERNATIVE COURSES.. A.MATERIAL COMPATIBILITY: PROVIDE BLOCK FILLERS,PRIMEERS AND FINISH COAT I STALLATION.SCRIBE AND CUT FOR ACCURATE FIT TO OTHER FINISH WORK. v 3).FILLING AND FINISHING DEPRESSIONS: 1).AFTER COMPLETING PAINTING OPERATIONS IN EACH SPACE OR AREA,REINSTALL cl, v MATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER AMID WITH THE SUBSTRATES b).ADJUST AND LUBRICATE CASEWORK HARDWARE FOR PROPER INSTALLATION, Q `- o PRODUCT DELIVERY,STORAGE AND HANDILING: 3),INSTALL GYPSUM DRYWALL PANEL WITH FACE SIDE OUT, a).APPLY JOINT COMPOUND AS FIRST COAT TO FASTENER DEPRESSION. INDICATED UNDER CONDITIONS OF SERVICE AND APPLICATIION,AS DEMONSTRATED ITEMS REMOVED USING WORKERS SKILLED IN THE TRADES INVOLVED. N).PIGMENTED(OPAQUE)FINISHES:COMPLETELY COVER SURFACES AS NECESSARY TO w C N A),DELIVERY AND HANDLING: b).APPLY AT LEAST TWO ADDITIONAL COATS OF COMPOUND AFTER PROVIDE A SMOOTH,OPAQUE SURFACE OF UNIFORM FINISH,COLOR,APPEARANCE a).DO NOT INSTALL IMPERFECT,DAMAGED,DAMP OR WET PANELS. BY MANUFACTURER BASED ON TESTING AND FIELD EXPERTEENCE, 4),PLASTIC LAMINATED FINISH WORK(WHERE APPLICABLE): 1).DELIVER MATERIALS TO THE PROJECT SItTE 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 ANb PREPARE SURFACES TO BE PAINTED ACCORDING AND COVERAGE.CLOUDINESS,SPOTTING,HOLIDAYS,LAPS,BRUSH MARKS,RUNS, a).COORDINATE AND VERIFY SIZES AND LOCATIONS OF OPENINGS FOR FIXTURES Lt v ��' INTACT AND LEGIBLE. MORE THAN 1/16 in. OPEN SPACE BETWEEN PANELS. t).LEAVE FILLED AND FINISHED DEPRESSIONS LEVEL WITH PLANE OF B,MATERIAL QUALITY: PROVIDE MANUFACTURER'S BEST-QUAUM 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 4 2).HANDLE MATERIALS WITH CARE TO PREVENT DAMAGE. SURFACE, CONDITION AND A5 SPECIFIED. c).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 14, 4 4).FINISH BEADS AND TRIM: 1),PROVIDE BARRIER COATS OVER INCOMPATIBLE PRIMERS OR REMOVE AND REPRIME, 0).TRANSPARENT(CLEAR)FINISHES:USE MULTIPLE COATS TO PRODUCE AGLASS- CRACKS. cc � RECOMMENDED BY MANUFACTURER FOR APPLICATION INDI6CATED.PAINT-MATERIAL B).STORAGE; 4).LOCATE EDGES OR END JOINTS OVER SUPPORTS EXCEPT IN HORIZONTAL a).FIRST FULL COAT: CONTAINERS NOT DISPLAYING MANUFACTURER'S PRODUCT IDENTIFICATION WILL 2).CEMENTI"TIOUS MATERIALS:REMOVE EFFLORESCENT,CHALK,DIRT,GREASE,OILS AND SMOOTH SURFACE FILM OF EVEN LUSTER.PROVIDE A FINISH FREE OF LAPS,RUNS, CLOTHING CLOSETS: 1},STORE MATERIALS INSIDE UNDER COVER,STACK FLAT,OFF FLOOR. APPLICATIONS OR WHERE INTERMEDIATE SUPPORTS OR GYPSUM BOARD BACK- 1).APPLY JOINT COMPOUND TO BEAD AND TRIM. NOT BE ACCEPTABLE. RELEASE AGENTS,ROUGHEN AS REQUIRED RO REMOVE GLAZE,IF HARDENERS OR CLOUDINESS,COLOR IRREGULARITY,BRUSH MARKS,ORANGE PEEL,NAIL HOLES OR 1).SHELVING: trn U m 2).STACK WALLBOARD SO THAT LONG LENGTHS ARE NOT OVER SHORT 2).FEATHER OUT FROM GROUND TO PLANE OF THE SURFACE, SEALERS HAVE BEEN USED TO IMPROVE CURING,USE MECHANICAL METHODS OF OTHER SURFACE IMPERFECTIONS. CN BLOCKING 15 PROVIDED BEHIND END JOINTS. 1). SHELVES TO BE 3/4"THICK,QUALITY GRADE,BIRCH VENEER-CORE PLYWOOD. LENGTHS, a).POSITION PANELS AO THAT TAPERED EDGE JOINTS ABUT,AND MILL-CUT OR 3).DRY COMPOUND PRIOR TO APPLICATION OR SECOND FILL COAT. C.COLORS:MATCH COLORS AS SELECTED BY THE OWNER FROPM MANUFACTURE'S SURFACE PREPARATION. P),TEXTURE ENAMEL FINISH:ROLL AND REDISTRIBUTE PAINT,I AN EVEN AND FINE 2).PROVIDE TWO SHELVES PER CLOSET. v 3).AVOID OVERLOADING FLOOR SYSTEM. b).SECOND FILL COAT: 3).WOOD:CLEAN SURFACES OF DIRT,OIL AND OTHER FOREIGN SUBSTANCES WITH TEXTURE.LEAVE NO EVIDENCE OF ROLLING SUCH AS LAPS,IRREGULARITY IN o W FIELD-CUT END JOINTS ABUT. FULL RANGE, 3).LOWER SHELF: 16"DEEP. 4).STORE ADHESIVES IN DRY AREA,PROVIDE PROTECTION AGAINST FREEZING b).p0 NOT PLACE TAPERED EDGES AGAINST CUT EDGES OR ENDS. !).APPLY JOINT COMPOUND IN SAME MANNER AS FIRST FILL COAT. SCRAPERS,MINERAL SPIRITS AND SANDPAPER,AS REQUIRED,SAND SURFACED TEXTURES,SKID MARKS,OR OTHER SURFACE IMPERFECTIONS. 4).UPPER SHELF: 12"DEEP. .� PREPARATORY COATS: CLEANING AND PROTECTING: AT ALL TIMES. 2).EXTEND BEYOND FIRST COAT ONTO FACE OF WALLBOARDS. EXPOSED TO VIEW SMOOTH AND DUST OFF. + , c).STAGGER VERTICAL JOINTS OVER DIFFERENT STUDS ON OPPOSITE SIDES OF A.EXTERIOR PRIMER:EXTERIOR ALKYD OR LATEX-BASED PRIMIER OR FINISH COAT JOB CONDITIONS: 3).DRY COMPOUND PRIOR TO APPLICATION OF FINISHED COAT. a).SCRAPE AND CLAD SMALL,DRY,SEASONED KNOTS,AND APPLY A THIN COAT A).AT THE END OF EACH WORKDAY,REMOVE EMPTY CANS,RAGS,RUBBISH AND OTHER PARTITION WALLS. MANUFACTURER AND RECOMMENDED IN WRITTING BY MANtlUFACTURER FOR USE 2).SUPPORTS: A).ENVIRONMENTAL CONDITIONS: c).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, i). iX3 BIRCH CLEATS AND BACK SUPPORT. 1).TEMPERATURE: 1).APPLY JOINT COMPOUND TO BEAD AND TRIM. PRIMER.AFTER PRIMING,FILL HOLES AND IMPERFECTIONS IN FINISH SURFACES a)•DURING COLD WEATHER,IN AREAS RIECEIVING WALLBOARD INSTALLATION, 5).PROVIDE ADDITIONAL FRAMING AND BLOCKING AS REQUIRED 70 SUPPORT 1).FERROUS-METAL AND ALUMINUM SUBSTRATES:RUST-INIHXBATIVE METAL PRIMER. 2).WOOD POLE SOCKETS 2).EXTEND BEYOND SECOND FILL COAT. WITH PUTTY OR PLASTIC WOOD FILLER.SAND SMOOTH WHEN DRIED. B). PROTECT WORK OF TRADES,WHETHER BEING PAINTED OR NOT,AGAINST DAMAGE GYPSUM DRYWALL AT OPENINGS AND CUTOUTS. 2),ZINC-COATED METAL SUBSTRATES:GALVANIZED METAL iPRIMER. 3).PROVIDE ADDITIONAL SUPPORT BRACKETS FOR SHELVING AND CLOSET POLES MAINTAIN TEMPERATURE RANGE BETWEEN 55 DEGREES F.TO 70 DEGREES F. 3)•FEATHER FINISH COAT FROM GROUND TO PLANE OF SURFACE. ).PRIME,STAIN,OR SEAL WOOD TO BE PAINTED IMMEDIATELY ON DELIVERY. FROM PAINTING,CORRECT DAMAGE BY CLEANING,REPAIRING OR REPLACING AND 3).WHERE MANUFACTURE DOES NOT RECOMMEND A SEPARATE PRIMER b FOR SPANS EXCEEDING 4'-0". Cn FOR 24 HOURS BEFORE,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 WOOD,INCLUDING REPAINTING AS APPROVED BY ARCHITECT AND OWNER. JOINT TREATMENT APPLICATION, 6).ACCURATELY MEASURE AND PRECUT GYPSUM DRYWALL UNITS PRIOR TO DECORATION. FORMULATION ON SUBSTRATE INDICATED,USE PAINT SPPECIFIED FOR FINISH CABINETS,COUNTERS,CASES AND PANELING. CLEANING: H INSTALLATION. COAT. " 1).CLEAN EXPOSED SURFACES OF PREFINSHED WORK, a).MAKE ALL CUTS FROM FACE SIDE BY SCORING AND SNAPPING AWAY FROM ADJUST AND CLEAN: c).IF TRANSPARENT FINISH IS REQUIRED,BACKPRIME WITH SPAR VARNISH, C).PROVIDE WET PAINT"SIGNS TO PROTECT NEWLY PAINTED FINISHES.AFTER 2).VENTILATION: A,SCREW POP: d).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 FINISH COAT PROTECTION: V a). PROVIDE VENTILATION DURING AND FOLLOWING ADHESIVES AND JOINT 1).REPAIR SCREW POP BY DRIVING NEW SCREW APPROXIMATELY 1-1/2 in.FROM OR OTHER WET WALL CONSTRUCTION OCCURS ON THE BACK SIDE. PROVIDED BY OTHERS TO PROTECT THEIR WORK. 1 . PROTECT INSTALLED WORK FROM DAMAGE BY WORK OF OTHER TRADES.MAINTAIN b).COMPLETELY CUT PAPER ON BACK FACE;DO NOT BREAK PAPER BY TEARING. MANUFACTURER AND RECOMMENDED IN WRITTING BY MANUFACTURE FOR USE WITH TREATMENT APPLICATIONS. SCREW POP AND RESEAT SCREW. e),SEAL TOPS,BOTTOMS AND CUTOUTS OF UNPRIMED WOOD DOORS WITH A HEAVY i).AFTER WORK OF OTHER TRADES IS COMPLETE,TOUCH UP AND RESTORE ) c).MAINTAIN CLOSE TOLERANCES FOR ACCURATE FIT AT JOINTS BETWEEN FINISH COAT AND ON SUBSTRATE INDICATED. TEMPERATURE AND HUMIDITY REQUIREMENTS DURING CONSTRUCTION PERIOD IN G!� b).USE TEMPORARY AIR CIRCULATORS IIN ENCLOSED AREAS LACKING NATURAL 2),WHEN FACE PAPER IS PUNCTURED,DRIVE NEW SCREW APPROXIMATELY 1-1/2 in COAT OF VARNISH OR SEALER IMMEDIATELY ON DELIVERY, DAMAGED OR DEFACED PAINTED SURFACES.COMPLY WITH PROCEDURES SHEETS AND AT FRAMED OPENINGS AND TO ALLOW FOR COVERING OF i),FERROUS-METAL SUBSTRATES:QUICK DRYING,RUST-INHIBITIVE METAL PRIMER. 4 INTERIOR INSTALLATION AREAS. VENTILATION. FROM DEFECTIVE FASTENING AND REMOVE DEFECTIVE FASTENING, ).FERROUS METALS:CLEAN UNGALVANIZED FERROUS METAL SURFACES THAT HAVE NOT SPECIFIED IN PDCA Pl. EDGES OF CUTOUTS WITH PLATES AND ESCUTCHEONS. 3).ZINC-COATED METAL ERDOENSUBSTRATES:GALVANIZED METAL IRATE R. BEEN SHOP COATED;REMOVE GREASE,DIRT,LOOSE MILL SCALE,AND OTHER FOREIGN c).UNDER SLOW DRYING CONDITIONS,FALLOW ADDITIONAL TIME BETWEEN d),CUT EDGES SMOOTH AS REQUIRED FOR NEAT AND ACCURATE FIT. 3).FILL DAMAGED SURFACE WITH COMPOUND. 3).WHERE MANUFACTURER DOES NOT RECOMMEND A SEPARATE PRIMER INTERIOR PAINT SCHEDULE: COATS OF JOINT TREATMENT. FORMULATION ON SUBSTRATE INDICATED,USE PAINT SPECIFIED FOR FINISH SUBSTANCES.USE SOLVENT OR MECHANICAL CLEANING METHODS THAT COMPLY WITH A).GYPSUM BOARD(WALLS): d).PROTECT INSTALLED MATERIALS FROIM DRAFTS DURING HOT,DRY WEATHER. 7),ALL SCREWS SHALL BE POWER-DRIVEN WITH AN ELECTRIC SCREW DRIVER. B),RIDGING: COAT. SSPC'S(THE SOCIETY FOR PROTECTIVE COATINGS)RECOMMENDATION. 1).ACRYLIC FINISH COATS OVER A PRIMER, a).SET SCREW SO THAT HEAD PROVIDES A SLIGHT DEPRESSION BELOW INTERIOR FINISH COATS: N 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. 3).PROTECTION: SURFACE OF DRYWALL WITHOUT TEARING FACE OF PAPER. a).APPROXIMATELY SIX MONTHS AFTER INSTALLATION OR ONE HEATING A.ALL INTERIOR PAINTS: DAMAGED.WIRE-BRUSH,CLEAN WITH SOLVENTS RECOMMENDED BY PAINT b).FINISH COATS:INTERIOR LOW-LUSTER ACRYLIC ENAMEL. a)•PROTECT ADJACENT SURFACES AGAINIST DAMAGE AND STAINS. SEASON. 1).BENJAMIN MOORE MANUFACTURER,AND TOUCH UP WITH SAME PRIMER AS THE SHOP COAT. Q' 2).SAND RIDGES TO REINFORCING TAPE WITHOUT CUTTING THROUGH TAPE, 5).GALVANIZED SURFACES:CLEAN GALVANIZED SURFACES WITH NONPETROLEUM-BASED B).GYPSUM BOARD(CEILING): MATERIALS: 8).CAULK THE PERIMETER OF ALL FACE LAYERS(HEAD AND SILL). INTERIOR WOOD STAINS AND VARNISHES: 1).GYPSUM WALL BOARD: 3).FILL CONCAVE AREAS ON BOTH SIDES OF RIDGE WITH TOPPING A.OPEN-GRAIN WOOD FILLER: SOLVENTS TO SURFACE IS FREE OF OIL AND SURFACE CONTAMINATES.REMOVE 1).ACRYLIC FINISH:TWO FINISH COATS OVER A PRIMER. OVER FRAMING: COMPOUND. PRETREATMENT 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: !).BENJAMIN MOORE 1).ASTM C36 a},APPLY WALLBOARD WITH LONG DIMENSION AT RIGHT ANGLES TO FRAMING. 4),FILL CRACKS WITH COMPOUND AND FINISH SMOOTH AND FLUSH. 2).MINWAX MECHANICAL METHODS. GLOSS ALKYD ENAMEL FINISHES. 2).THICKNESSS: 1/2 in. CLEANING UP: b).FINISH COATS:INTERIOR SEMIGLOSS ALKYD ENAMEL. x b).BACK BLOCK ENDS AND EDGES OF WALLBOARD, A.DO NOT ALLOW THE ACCUMULATION OF SCRAPS AND DEBRIS ARISING FROM WORK E).MATERIAL PREPARATION: 3)•EDGES:TAPERED. B.INTERIOR WOOD STAINS:ALKYD BASED. C).FERROUS METAL: b),MOISTURE-RESISTANT BOARD: OF THIS SECTION BUT MAINTAIN THE PREMISES IN A NEAT AND ORDERED 1).BENJAMIN MOORE 1).MAINTAIN CONTAINERS USED IN MIXING AND APPLYING PAINT IN A CLEAN CONDITION, 2).SINGLE LAYER•WALLS: CONDITION AT ALL TIMES. ) FREE OF FOREIGN MATERIALS AND RESIDUE. 1 ALKYD-ENAMEL FINISH:TWO FINISH COATS OVER A PRIMER. 1).THICASTMKNESS: NESTC630 a).APPLY WALLBOARD VERTICALLY,INSTALL HORIZONTALLY FOR WALL HEIGHTS 2).MINWAX ) 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. 3).EDGES:TAPERED. OVER 8-0 . IMMEDIATLY REMOVE THE SPILLED OR SPLASHED MATERIAL AND ALL TRACE OF C}.INTERIOR ALKYD-OR POLURETHANE-BASED CLEAR SATIN VARNISH: STIR AS REQUIRED DURING APPLICATION.DO NOT STIR SURFACE FILM INTO MATERIALb)•FINISH COATS:INTERIOR SEMIGLOSS ALKYD ENAMEL. 1).STAGGER END JOINTS R OCCUR ON DIFFERENT FRAMING MEMBERS ON RESIDUE TO THE APPROVAL OF THE ARCHITECT AND HOMEOWNER. IF NECESSARY,REMOVE SURFACE FILM AND STRAIN MATERIAL BEFORE USING. c).FIRE-RATED BOARD: OPPOSITE SIDES OF PARTITION. 1}.BENJAMIN MOORE 1).ASTM C36,TYPE-X PATCHING: 2).ABSOLUTE COATINGS(LAST'N LAST) D),ZINC-COATED METAL: b).BACK BLOCK END JOINTS. A.WHERE NEW WORK OR REPAIR WORK CONNECTS WITH EXISTING WALLS 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 pESIREb PROTECTION. ,-,-•,,F � �'_`, ` ����'•�.`'''�; �, 1).SCREWS: 1).ATTACH SINGLE LAYER OF WALLBOARD TO WOOD FRAMING WITH TYPE"W" INTERIOR STAIN AND NATURAL-FINISH WOODWORK SCHEDULE: EXISTING BUILDINGS, 1).PAINT SURFACES BEHIND MOVABLE EQUIPMENT AND FURNITURE THE SAME AS SIMILAR ;'.•- . , dtn. ; 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 NOT FACTORY FINISHED.)TWO FINISH COATS OF VARNISH OVER A SEALER COAT TOOL. 2).MINIMUM EDGE CLEARANCE FROM MECHANICAL FASTENERS:3/8 in. B.ALL EXISTING PARTITION WHICH I5 DAMAGED OR REMOVED DUE TO ALTERATIONS BEHIND PERMANENTLY FIXED EQUIPMENT OR FURNITURE WITH PRIME COAT ONLY. N *_' s►A,r.y`: ""� AND INTERIOR WOOD STAIN.WIPE WOOD FILLER BEFORE APPLYING STAIN. Sa. 1).TYPE"W"DRYWALL SCREWS. 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 DUCTS WITH A FLAT,NONSPECULAR BLACK PAINT 1).FILLER COAT:OPEN-GRAIN WOOD FILLER. ; DRAWN: MH/MS b).LENGTH: ENDS OR EDGES. THE CONTRACTOR AND MATCH EXISTING WORK IN ALL RESPECTS, WHERE VISIBLE THROUGH REGISTERS OR GRILLES. c 2).STAIN COAT:INTERIOR WOOD STAIN, >• SCALE: 1/4"=1'-0" 1).SINGLE LAYER: 1-1/4 in. 4).SAND ABUTTING ENDS OR EDGES OVER SUPPORT SURFACE. 3).PAINT BACK SIDES OF ACCESS PANELS AND REMOVABLE OR HINGED COVERS TO MATCH 4 � a r i� •+ 3).SEALER COAT:CLEAR SANDING SEALER. r'-,. 2).FACE LAYER OR TWO LAYER APPLICA ITION: 1 SJ8 in, 5).SPACE SCREWS 12 In.O.C.ALONG SUPPORTS AND CEILINGS. EXPOSED SURFACES. e / k - JOB#: 6).SPACE SCREWS 12 in.O.C.ALONG ENDS AND EDGES AND FIELD OF 4).FINISH COATS:INTERIOR ALKYD-OR POLYURETHANE-BASED CLEAR SATIN +, '' 4). FINISH EXTERIOR DOORS ON TOP,BOTTOM AND SIDE EDGES THE SAME AS THE VARNISH. K September 29,2011 WALLBOARD AND WALLS. EXTERIOR FACES. 1 s ' 7), DRIVE SCREWS WITH POSITIVE CLUTCH ELECTRIC SCREWDRIVER. 5), FINISH INTERIOR OF WALL AND BASE CABINETS AND SIMILAR FIELD-FINISHED ;. e?dt�,� ! ti SHEET NUMBER: CASEWORK TO MATCH EXTERIOR. ' A�9 REVISIONS: M Fft L 1 0% K Eimizp-m7y %..0 r A FOUNDATION: CRAWL SPACE: �= 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, Qo �{ X WINDOW AND DOOR WITH WOOD TRIM: ACCORDING TO THE COMPLIANCE ANALYSIS. ? _ ;� 1). INSULATE HEADER UNCONDITIONED BASEMENTS: ^ L "" w � � . 2). SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE. 1). INSULATE THE FLOOR ABOVE THE BASEMENT. REFER TO PLANS FOR REQUIRED R-VALUE. 3). SEAL BETWEEN WINDOWU/DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS C e rl7 BEAD OF LOW-EXPANSION FOAM, OR FOAM BACKER ROD AND CAULK. FIBERGLASS3). INSULATE HEAT NG PIPES AND �R DUCTS IN THE BASEMENONDITIONED FIRST FLOOR. .,, .,7�� :, y ,la r I C 4 �F a 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: W O z 1). CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. Ereargy W SEALING PENETRATIONS: 2). APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBFLOOR OVER. En e U ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3). CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE. Co , uc n s ® u BE SEALED. 4). CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. Su ff blk C o u n � tNele Yo rk, H RECESSED LIGHTS: SEALING BAND JOISTS AFTER FRAMING (ALTERNATE METHOD): r n� U RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1). INSERT RIGID FOAM BLOCKS ON INSIDE OF BATTS IN FLOOR JOISTS, ALONG w CONTACT ("IC" RATED), AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1.3. EXTERIOR PERIMETER, AND FLUSH WITH SILL PLATE. eI D" e 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. �I�F �> � - d 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: „" � ry - � y O ASTM STANDARD, MEC OR, ECCCNYS MAY BE ACCEPTED. THIS REQUIREMENT CAN ALSO 1). FULL INSULATE JOIST CAVITIES. U pn BE SATISFIED BY INSTALLIN(G SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2). INSULATION TO BE SUPPORTED WITH WIRE RODS. § Iea" El � SERVICE WATER HEATING: EXTERIOR OPENING HEADERS: � � � �� AVE `" ��� IF VERTICAL PIPE RISERS AR:E USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER s oLml H'. LD, rf %' I 35 a w FIRED HOT WATER TANKS„ HEAT TRAPS (IF NOT INTEGRAL TO THE WATER HEATER) MATERIAL IS THINNER THAN WALL CAVITY, 631-70.1 -4 f 85 MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. ALL PIPES RECIRCULATING IHOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT LADDER BLOCKING FOR INTERIOR PARTITION WALLS: HEAT LOSS. GENERALLY, 1/2" OF INSULATION IS SUFFICIENT FOR PIPES LESS THAN 1" 1). PROVIDE HORIZONTAL BLOCKING AT 48" O.C. AND AS NEEDED FOR NAILERS. 1N DIAMETER. CIRCULATION PUMPS MUST BEE EQUIPPED WITH SHUTOFFS. INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING. .�. , . _, �. .-..,> ,, .., - ,• �,.,�,,.. ,:,. , •. ,:. .• •,,. .t ,� w . - ' >- Q 2}. FIT CAVITY INSULA ON CAR ! Y ,.�..w • h.; ,;��.r.,,-� , .�.�:. .�,,. , � '�:.,. . ; �.. - ! :.r „ r ,..u, � .f ., 3 La,.n.. Ae'.Jraa 1. '.�,� _� � ,,,Y ,,. �, . ,&,.,�.. •-k ` F i;..,.." . - •.,, - 3). PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM. ,,.,, „f. .,._...,...• u,... ry.., ,• ..�.., �' v :, .� � ro�: .,,ri . ,,. t.w,. .,,9., .>,. ..-y.... .�„ ,.,,...w,M, . .�.y��...... ,.�mt.,.�;�.:�„,:��.,- ,.: _.,. . .., .,. ....,,.. �.. ... F� .,,,.., .�. . .. �,��..,. ,.r., ,,... ..,„ . _,.._�;.... TUB/SHOWER UNITS ON EXTERIOR WALLS: 4). TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES. jr "_ °: .,''�T$um : �, t : i° Y PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT, THIS INCLUDES m,n Code M INSULATION AND VAPOR {RETARDER AS WELL. CAVITY SEALING ON EXTERIOR WALL: TH k,S SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. f WX-t F T Wtvkk*i tt� cfeh Me"tv zvr . HEATING, VENTILATION AMID AIR-CONDITIONING (HVAC) Y IN EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING: W H CALCULATIONS AND STEM SIZING: . .: ' . � . ;, .. ,.' ,. ;., ,i,��. :.°EAT LOSS C O SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBFLOOR. HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS 503.3.1. 2). SEAL SOFFIT AND BAND JOIST WELL ENOUGH TO PREVENT WINDWASHING. ; _ ,.: : ;.,L . .. • A x: . ", °w ''" ,( ., 3). SEAL SUBFLOOR JOISTS WITH ADHESIVE. "'!. �,"T�" qi, '• uy ttn:.; yF..Ma agka..,. t A SYSTEM EFFICIENCIES: � :» HVAC TEM E N ,.; , . ' •.: �'' :;.,: ` � .. 4). SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING. THE r :, , 4 " y✓ a THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN Q BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. � � � � �� �- :�. �-, ECCCNYS 503.2. NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL floor' � - �I" -.. , O ., w 0.Q 62 MINIMUM EFFICIENCY STANDARDS. ATTACHED GARAGE: 11 1: ', po 1). IF LIVING SPACE ABOVE, SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE 4�, 4„ HVAC-CONTROLS: VAMl20." It � F K LL�:e, PT a `.�,i"Itt �..'.�i.s E, `r,.�4 0.300 15 o CEILING WITH ADHESIVE. N CONTROLS MUST BE IN ACCORDANCE WITH ECCCNYS503.3.2 AND 503.3.5. TEMPERATURE 2).SEAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROM P'Rr !�_ r' ; CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER a 111I�'. - A Cd F ' E- d� � Pa: z- `+ h . tom, 1 2 0.311-�0 45 (FOR HEATING) AND/OR 8:5 DEGREES (FOR COOLING). THERMOSTATS USED TO CONTROL PIPE AND DUCTS.HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE (OF AT 3). SEAL ALL PENETRATIONS THROUGH BLOCKING. t ;' 1--y sor . 42 G.,4 0 12 LEAST 5 DEGREES) WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER 4). PROVIDE BOTH INTERIOR AND EXTERIOR AIR BARRIER TO THOROUGHLY M''T 27 ,131M 147 GME) 4 SUSPENDED OR REDUCED. SIMILARLY, HUMIDISTATS MUST HAVE THE CAPACITY TO ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS. PREVENT ENERGY CONSUMPTION (SUSPEND OPERATION) BETWEEN 30 AND 60% RELATIVE ' ' � � "' °` DROPPED SOFFIT ON INTERIOR WALL: HUMIDITY. HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR USE PLYWOOD, DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING, CAULK AT %'Andmv Zs_ WiDlFramBoLVeParne vtt, =l-E 113 3 0230 29 TEMPERATURE, TOP PLATES. -• pppyyy o ALL MECHANICAL VENTILAMON SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN % m° .►�" : % FMrlE00IV . P27,e ".`r% 'x 1.3 0.Z-030 13 VENTILATION 1S NOT REQ{U1RED. WHEN THE SYSTEM IS SHUT DOWN, AUTOMATIC OR INTERIOR SOFFIT ON EXTERIOR WALL: "A"d ; 5: lAt3rpJ F'rOrle M,4 Parne n,,-E Z Z,30 78 Cn 4 G o GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. 1). SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER. cill 2). HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE `°" �'' ►�.� .�.� = rn m o DUCTS AND PIPES: ' FRAMING INTERIOR SOFFITS OR UTILITY CHASES. �s� rc ^� ' ;, 5�f DUCT AND PIPE INSULATION IS REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN � - - �� +� •� r o 3). SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. w , UNCONDITIONED SPACES„ AS INDICATED IN ECCCNYS 503.3.3. FLEX DUCT MUST HAVE p'°b: - a ^" 1 . 13 -d z R-VALUE LABELS ON THE OUTSIDE JACKET (ECCCNYS 102.5.3). o 00 KNEE WALL SUPPORTING ROOF: DUCTS AND PIPES IN UNCONDITIONED ATTICS, GARAGES, BASEMENTS AND CRAWLSPACES 1). SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO C MUST BE INSULATED.WHENEVER POSSIBLE, MECHANICALS ARE TO BE LOCATED INSIDE PREVENT WIND WASHING. �, ` `.. �. � tun, �� ' THE INSULATED ENVELOPE OF THE HOUSE. 2 . 1F RAFTERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES. com; "a � $ d� d d� �. ed pare nsfc n�`fit ne 0 an*,S � 5, C4'!.l T o U cn IF HEATING DUCTS ARE IN STALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE ) a, atall mtfte k .' n '. � #, _ �, t ,:,4 - . �x 2 v , . 's7 t BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION, ) ` m ',teen Cs tpe tD I�' t 10 L� N r��I� b ���� � _ �..,'� N cu � R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. 3), PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR '` ml o w S DUCT SEALING: 1NSUMWTE, .rlk DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUCTWORK (ECCCNYS 503.3.4). ALL FULL LOFT: PORTIONS OF STUD BAYS (OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE INSULATION SHOULD BE FLUFFED TO ITS FULL THICKNESS, NOT COMPRESSED, AND SEALED. ALL CONNECTIONIS AND SEAMS (EXCEPT LONGITUDINAL JOINTS THAT LOCK) NOT ROUNDED OR SCALLOPED AT EDGES. MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. W Na ... � " ;fib 4. �"�": TAPES MEETING UL 181A MIAY BE USED FOR RIGID FIBER DUCTS. TAPES MEETING ,�, UL 1818 MAY BE USED FOR FLEX DUCTS. DUCT TAPE IS NOT ALLOWED FOR DUCT FILL THE CAVITY: u u SEALING. INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS, PLATES, SHEATHING AND DRYWALL. IN CEILING AND FLOORS, 1T SHOULD BE IN CONTACT WITH THE DRYWALL U) WRITTEN MATERIALS: OR SUBFLOOR, AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS, d WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT WITH ALL HVAC AND WAITER HEATING EQUIPMENT (ECCCNYS 102.3). A LABEL REFERENCE CUT AROUND OBSTACLES: tV TO SUCH MATERIAL IS ALSO ACCEPTABLE. INSULATION SHOULD BE SPILT AROUND WIRES AND SMALL PIPES; CUT AROUND � ELECTRICAL BOXES, LARGER PIPES AND OTHER OBSTACLES; AND SPLIT OVER CROSS REDUCED MOISTURE: BRIDGING IN FLOORS. NEVER STUFF INSULATION TO GET 1T TO FIT. EVERY BATHROOM 1S TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS. G.C. TO CONFIRM THAT DOCUMENTATION OF R-VALUES: U THE FAN ACTUALLY WORKS, USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT AS POSSIBLE. KITCHEN RAI�IGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS, ESPECIALLY FACED OR UNPAGED FIBERGLASS BATTS, AND RIGID FOAM INSULATION MUST BE ��, IF THERE IS A GAS RANGE. INSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR. ACCESS OPENINGS: VENTILATION: MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND ATTIC HATCHES, SCUTTLES, PULLDOWN STAIRS, etc. MUST BE INSULATED TO THE THE REQUIREMENTS CONITAINED IN NYS CODES FOR DETERMINING MECHANICAL SAME R-VALUE AS THE SURROUNDING AREA. VENTILATION RATES. *" KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM CATHEDRAL CEILINGS: � � .• ,I°' 1). PROVIDE V CHANNEL FOR AIR FLOW ABOVE INSULATION, UNDER ROOF SHEATHING. ,° l� s ;AI;� ° , °t e r n • .. .� INTERMITTENT OF 25 CFM1 CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE 2) PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE. '� .. ,, „ DRAWN: MH/MS SCALE: 1/4"=V-0" JOB#: September 29,20I I sw ` S\ N SHEET NUMBER: PAINTER TO PRIPME 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 COM1MENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A� I u MANUFACTUREFR'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 PRIC)R TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEEiROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: JOIST DETAILS Plate nail-16d(3.1/2") allstud at 16" Plate nail-i6d(3-1/2") ALLOWABLE HOLES - TJI Joists on-center box at 12' on-center box at 16 on-center INTERMEDIATE BEARING Floor panel nail-Sd Load bearingor shear wall NO LOAD BEARING WALL ABOVE loot panel nail- ce ter* ") 2-1/2")common at 6" No f7etd out huier 1.1/2"hate may be common at 6"on-center* above(must stack over wall In hatchedanywhere on-center See a ie A below) Web stiffeners goner See Table See Table Tahle web out. in "or 1 1/4" i-1/4"Trus Blocking required each side Blocking panels Load from side hatched zone DO NOT Blocking Trus Joist Joist rim g at B3W above 6 tut ornorchflange. anal may be required with 2x4 minimum O 6' panel rim board* board shear walls above 1 ' squash below-see detail Bl 1-1/6j L t z x a l 01 L2 2 x L z n1 oe nail-lOd (3") oe nail-lOd(3") blocks 6" minimum minimum 6" 6" (applies to all box at 6" 12" box at 6" holes except min, knockouts) Do not cut hater larger than on•center* on-center i-l/2"In cant/lever DONDT Remove tongue and groove a Bl V16-t Table A - End Support cut holes/n cantilever from floor panel edges Boun a nailin Mi [mum distance from edge of hole to inside face of nearest end su rY g port reinforcement supported by 1"e-Rim®to Sd(2-1/2") Web stiffeners 2x4 minimum ensure quality nailin • stall proper blocking squash DEPTH Tit ROUND HOLE SIZE SQ ARE OR RECTANGULAR HOLE SIZE q Y g common at 4" required each blocks 2" 3" 4° 6-1/2 B-1/2 11" 13 2" 3" 4" 6-1/2' 8-1/2 11^ 13 TJI rim *Conventional construction code minimum for to support all panel on-center side at BiW and joist se with A3 only.See Trus Joist framer's edges B2W Use 2x4 minimum squash 110 r 0° r-6' T-(r 5'-01 Al ,qn2 Must have 1-3/4 minimum A3 A3.1 3.2 3.3 ocket Guide forA3.1-A3.3 installation 3•4 '`See Trus Joist Framer''Pocket Guide for B2 (Be2 B3 63 S blocks to transfer load 210 r.°" 16 z'-o^ 5 1'-0^ 2'-0" 2'-6' s-o" O V O 9 91n^ Joist bearing at ends s ecihcatlons. additional installotions dfrcatlons around TJI joist 360 r-o" 2%0" z'-6" s-6^ r-o^ z'•o" 3'-0" s-o» / g p l�e 360 1'-6" 2'•0" 3'-0" 6•0" i'-b" 2'-6" 3'•6" 5'-6` 110 r- 1'-" '.6° 5%0" 1'- ' 1'-D" n" 1 -0 210 1'-0" 1'-0^ 1'-0" '-6" SSW1'-°^ ••^ " 66 TJ I j " length of a/8' 230 I'o" r-0^ r-o" T-0" 6-0" 1 01 i•'. o 2 0 5^ " '-6° 7-0^ Toist 8"diameter maximum hole Nail Trus Joist rim 1t board to blocking Attach reinforcement 360 1'-0" r-0" 1'.6" 4'-6" T-0" PC' 1'•0" 2'-6" 6'-6" 7'-6" 4'-0"length of 8"diameter maximum hole reinforcement and for 11.7/8"-16"deep with connections to joist with one 8d 56o r-0^ r-o" r-e' 5'-^ e'-V r-" 2'-0" T " 3/4" for 11 7/8" 16"dee filler block.Use blocking panels:6" Ito r-" 1 ^ r-o" r '•6^ '-0" r-o" r•o" r-o° '-6" 6'-0' '-o" Web stiffeners 18"diameter maximum hole P equivalent to (2-1/2")common nail at Nail through 2x_,wood backer ;?to r•o' IL2 t'•o" r-0• T.0' 6'-0^ r-o" 1'-0^ r•o" 4'-0^ 6-6" 8'-6- reinforcement 4'-0"length with diameter maximum for -- required each blocking panels;6° decking schedule each corner and 14' 23o r-o" r.0' r-o' r-6' 3'.6" 6'-6^ r'-0^ 1'-0" Ir-0" a'-0" 7-0' 9'-0' q for 11-7/$"-20"deep on one side at diameter maximum for 9 i/2"and ll-7/8" blocking panels 9 1/2"deep g side at E1W g p E2,both sides TJI joists. or shorter than 12"Ion Trus Joist 360 r-o" r•o" 1 2'-6" s-6^ e'-o" r-o^ r-o^ r-o" s-6' 8'-0^ 9'-6^ blocking panels;6" Attach reinforcement 7J1 joist web with 2 rows lOd Mocking panels 9 1!2"deep ) g rim board Blocking panel between Blockin s6o 11.01 r-0^ r•o^ r-s' 6'-D" 9'-0" r-o" r-D^ r-6^ diameter maximum for at E3 ++ o not cut flan es. to joist with one 8d g (3")common nails at 6" or shorter than 12 long. g ch joist. Nail to top panel 210 r-°" 1-0" 1-0^ 1-0 -6" s-o^ r-0^ r-o" 1'-01 2'-6• 6-6" e'•o" io'-6^ locking panels 9-1/2"deep (2-1/2)common nail at p n-center,clinched.Use 230 r-o" r'-o" r-o" v-0" r•o^ 4'-0" 6'-6" r.a^ r-o• r.0" 3%0" 7'-D" not cut flanges, plate with connections 16^ or shorter than 12 long. each corner l6d(3-i/2")nails with 36o r-o" r-o" r-°" r 3'- ' 6'-°" '-D' r-o^ r-^ r-^ '•^ 9'- " i '- ^ Trus Joist equivalent to decking zJJ LDo not cut flanges. 3- 2"TJI joist s6o r-°^ r-0^ r•o° r-o" 3'-0^ 6'•6" Io'-o^ r-o" r-o^ r-o" 5'•0" 1r 12'•0" Trus Joist rim board schedule. ►"a 12"length of age widths. g 4' 6" B" 10' 12' 15" 1T 4' 6" B" 70" 12" IS" 1T rim board _,Attach 3/4" 12"length of 16, 36o r-D" r-a' r•o" T-o' 5'•0' 10'.0• r m' 1%0. s-0• 10"n' 1r•0^ reinforcement t0 reinforcement 3j4+� 56D i'-0" 1'-0" 1'-0" I. v'o" it-0, 1'-0" I'-6" 6'-6' 11'-0" 36D 1'-0" 1'-0" 1'-D" 1'-d' 2',0" T.0"ttach reinforcement joist web with 3 on one side at reinforcement 20 s6o r-D^ r o" r•D^ r-o" r-o^ 7'-0" Trus Joist rim to joist with 8d (2-1/2") rows lOd 3" E5,both sides board j ( ) on one side at Z common nails at 6"on- common nails at 6" at E6 E7,both sides Wood 0 J�, able B - Intermediate or Cantilever Support � 0 ,LA center.When e on-center,clinched. backer s� t 1- sit` reinforcing both ��' Use 2 rows with 9-1/2" at E8 �s�es a� \ate ds Mini um distance from edge of hole to inside face of nearest intermediate or cantilever support [-+ Face grain a� g ysRs Less than Less than \i� sec (any \°a U horizontal sides,stagger nails. d`a and it-7/8" 5++ 5„ \' a�tise `r \Eo•(R` 1 DEPTH Tit ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE El El so E4 TJI joists. E5 E6 E7 ES Fl o \erg' IN ot`\� 2' 3" a" 6-1/2 8'1/2 11" 13" 2^ 3' 4° 6-u2 B-1/2 u" 13' p i/ Not for use with 3-1/2"TJI no I'V 2%6^ 3'0•' 7'-6" r-6" 2'-6• TV LE E- joist flange widths 9-1/2" 210 T-0" 7-6" 3'-6" 7n6" T-0^ 3'•0" 4'-T 7-0' CA 230 7-V 3%0D 4'-0" 8'-0" 7-6" T-0" T-6" 7'-6" /^ F71 Filler block Attach 360 3'-0" 4%0" 5'-6" 9'.D" 3'- " 4'-6" 5'-6' '-0" w � 1 110 1 1'.Cr 1'-(Y i'. " 4'- ^ '• , '.0" I'-6" • » '.6" '-0' ® U with ten 10d 3" b WEB STIFFENER ATTACHMENT ( ) ox 210 1'-0" 1'-0" 2'-0" 4'-6" Sr- 1'-0" 2'-0" 3'-Cr'1 7'-6" 10'• nails,clinched.Use ten Gap; 11-7/8' 231) 1'-0" T-0" T-6" 5'•0' V-6" 1'-0" T-6" 3'-6^ 8'-0 10'•0" 16d(3-1/2")box nails from EXTERIOR DECK ATTACHMENT Option#l: 1-1/811minimum 360 1'•0" 3'-0" a'-°^ 7-0" n'.o^ T-D^ 3'-61 9-0^ 9'-6^ n'-o^ each side with 3-1/2" Structural exterior Apply'y subt7oor adhesive to all TJI Joist blocking with end 2-3/4"maximum S60 1-6' 3'-0" 4'-6" o" lT.o^ 3'.0 a'-61 s-o" I70 1'•0" 1'- I'-0" 2'• " 4'-6" B'-0" 1'-0" 1'• 1'• " Web stiffeners TJI joist flange widths. sheathing contact surfaces cks installed at 1/3 joist 11#2� zt0 1'-0" I a r-o^ 2'•0 S'-0" 9'-0^ r-0^ r•D^ r•o^ s-m lo', required if sides of Use fifteen nails with Backer block s an locations using Three 8d(2-1/2")box nails, 14" 230 1 0" 1 01 1-0" 3 0" 5,61 lo'-o• r-0" r-o" 7-6' 6%n" ICY 6' 13'-0' hanger do not laterally TJI joist depths Install tight to top Bearing plate: Flashing �I o Sd(2-1/2") clinched 360 r.o" r-o"I T-o" 5'-6" 8%6" IT-6" 1'-0" 1 2'-0" 4'-0" 9'-0" 12'-0" 14'-0" support at least 3/B" greater than 16". 0� box nails Or n 560 1'-0" i'-0' 1'-6^ %6" '.6" IT-6" r-a' 3'-0" '-0" 10'-0" 13'-6" 1 ' pP flange(tight to Flush plate with inside Treated 2x ti6Q Three 16d(3-1/2)box nails 210 r-o^ r-o 1•0" r-0' 3'-0° s-s' 9'-6' r-0^ r-o" r-o" a'-C 9 a^ Ir-6^ I5'-6^ of TJI joist top bottom flange with face of wall or beamledger- osS a� 2 1/2' screws, at 3-1/2"TJI oist flan a widths g 'r'>> tt` j g 16^ 230 r-0" r o" r-D^ r-6• a'-o^ s-6" 1a e^ r-o" r-o^ r-o^ s-°^ ttr C" I3'-0" flange face mount \i Q typical 11#2= 36o r•D^ r-o^ r•o° b^ io'- 13'•" r-o^ r-o^ r•o" r-" 13'•^ ta'•^ n'-" angers).Attach Web stiffener each 560 r-o^ r-0" r•o° z'-6" 7-0' n'-D" Is'-o^ r•o^I I.-Cr3'-6" 9'-0" la-a' Is•o" Is'-o" t f See fastener Trus Joist C with ten lOd(3") Opti n#2: I svt 1 side.See sizes a• 6^ e^ 10' t2" ts^ 1r a" 6^ e^ lo" t2" ls^ n' table below.Maintain rim board 1-=.1 box nails,clinched 2x strapping installed below. Top 2"distance(minimum)from 18, 360 r-o" r-0" 3'0" 6'-0" 91•0" 15'-0" 1'•0" 4'.0" 9'•0" 14'-6" 16'16" when possible, at 1/3 joist span Tight fit flange edge of ledger to fastener. g 560 t'-0" r-o^ r-o' 6'-0' la-o^ 16'-6• r-o" 6'-0^ n'-6' Is•C^ 1a'-0' 20'-01 hanger locations using two 20, 360 1'-0" 1'-0" 1'-0" 3'-0" 6'-0" t1'-0" 15'-b" 1'-0" 1'-fi" 7-0" 12'-6" t6'•6" 19'0 21'-0" Face mount acker block \ 2-1/2"screws per joist W Web Stiffener Size W Web Stiffener Size 56o r.o^ r-tr r-0" r-6' 5'-6^ IT-o" 16•-0" r-o" 3'-0^ 8'-6' 14'-0^ 17'-6' 17-6" 20'-C" Allowable Load/Factored Resistance(Ibs) p 1-1/2" 1/2"x 2-5/16"min -5/16"7/8"x 2-5/16"min Fattener lion Ili: Rectangular holes bated on measurement of longest side. hanger both sides directly applied ceiling Holes may be located vertically anywhere within the web.Leave 1/8"of web(minimum)at top and bottom of hole. g 1.3/4"rim board 1"e-Rim"" of web with 318"lag boli 400/630 N.A./N.A. 1-3/4" 5/8"x 2-5/16"min 2-1/2" 1"x 2-5/16"minimum Knockouts are located in web at approximately 12"on-center;they do not affect hole Single TJI 112"lag bolt 475/750 1 325/NA. When specftled on the layout, one or more of + placement. joist .Allowable load determined In accordance with AC 124. a three bracing options shown Umust J be 2-1/16" 3/4"x 2-5/16"min 3-1/2" 2x4 - For simple span 5'minimum uniform) loaded joists meetingthe requirements of current Trus Joist product ides,one H1 H2 H3 :•.mcslon-reshtant fasteners required for wet-service PB1 g p 1 W maximum size round hole may be located at the of the joist span provided no other holes occur in thejoist. applications. �7',talled r^ + Distances are based on the maximum uniform loads shown in current Trus Joist product guides.For other load conditions or hole configurations contact your Trus Joist representative. W BEAM and COLUMN DETAILS ALLOWABLE HOLES - Beams and Headers d Q BEARING FOR DOOR OR BEAM TO BEAM BEARING AT CONCRETE 2x diameter of the largest hole(minimum) w O BEARING ATWALL WINDOW HEADER CONNECTION WALL Joist Framing 1/3deptl ,.. x 4Allowed hole Trus Joist rim board Strapper code if o Cut only round holes and only O O _one o O or blockingfor p Blockingo 1/3 depth o o In the center ol'beam. lateral support top plate is not p Safety bracing(ix4 �•-( pp continuous over analil. I I header minimum)at 6'on•center and 1/3 span Allowed hole zone 1/3 span ROUND HOLE CHART E1 extended to a braced end BEAM DEPTH MAXIMUM ROUND wall. HOLE SIZE 1 N Silent Floor joist framing Fasten at each joist with 4-3/8" 1" does not require bridging o ed(2.1/2")nails minimum For uniformly loaded beams only. (see WARNING). 5 1/2 1 3/4 or mid-span blocking Rectangular holes are not allowed. 7.1/4"to 20" Top flange + No holes in cantilevers. See illustration for Allowed Hale Zone hanger - No holes In headers or beams in plank orientation. Face mount H2 Parallam®PSL or hanger DONOTbeve/cutloist Al Taralla S PSL beyond Inside face of Rim board joint Li L2 L3 See current Trus Joist 04vllth otect untreated wood from direct contact walk E2 between joists TJI JOIST ATTACHMENT at BEARING LSL Column a literature for framingTJI Joist to BearingPlate Squash Blocks to TJI Joist Load concrete •. '•• A3 q ( connectors '". Trus Joist rim board bearing wall above) One 10d(3•)box CONNECTION OF MULTIPLE PIECES OF Seat cuts must be within nail into each flange N v wall. One Bd(2-1/2") M G O TOP-LOADED\i BEAMS(1) box nail each M cri Di U BEARING AT CCDLUMN CS side.Drive nails tT � '"' n T11 rim joist X U 1.3/4 Width Pieces: at an angle at p Trus Joist least 1.1/2"from s4 Cs.\ ro O Minimum of 3 rows 10d(3'x 0.128)nails at 12"o.e. L3 rim board end. 1-3/4"minimum bearing t-f Minimum of 4 rows 10d 3"x 0.128" nails at " at end support;3•t/z" Verify Parallam FPSL or ( ) ELEVATED COLUMN minimum at Intermediate p 12"o.c.for 14"and deeper beams support TimberStranad LSL P BEAM ON COLUMN COLUMN BASE BASE \ O •� z U column If using 12d(3 1/4")or larger nails,the CAP Bl L1 Shear transfer.Connections equivalent to O aJ In °J capacity and beam H1 floor panelnailingschedule t•-t „�,., P Y number of nailing rows may be reduced Optional (� U bearing length. b one. non-shrink G o 4 � Q See cturrent grout B2 n Y Rim to TJI Joist 4 Tru-s Joist 3-i/2"Width Pieces: Trus Joist rim board or literature. a U Minimum of 2 rows 112"bolts 1-3/4"wide TJI rim U at 24"o.c.staggered 63 nail IjoistInnto ene �h(flangex 3-1/2"wide TJI rim l UJ gg g joistToe nail with 10 TA floor M .fl 0)Load must be applied evenly across entire (3")box nails,one each joist 61 beam width.Otherwise,use connections for side-loaded beams. TJI rim wide X L2.1 O g Use EB1 or B2 at TJI rim joistOne 16d side of TJI joist flange � Putting (3-1/2")box nail Into each O Additional nailing or bolting maybe required with ' termeeateear S O O joists Pl B4 di bin flange LS L6 side-loaded multiple-member beams.Refer to current P2 P3 with blocking g 3-1/2"wide product Jfterature- End of joists Panels i load I bearing or shear TJI rim joist Top view at centerline wall(from above of support Braced end wall FASTENING of FLOOR PANELS BEAM ATTACHMENT at BEARING W see note 3 under Trus Joist rim board Closest On-Center Spacing per Row WARNING Nall Size TJI Truss Joist rim board TimberStrand LSL Hs. One 10d(3^)box H 110)and 210 230,360 and 560 1" 1-1/2" 1-1/2"or wider Microtlam LVL Parallam PSL nail each side of O Sd (2-1/2")box 2.1/2" 2" 6' 4" member at bearing, • 1-1/2"minimum from end � 8d(2 1/2")common 3.1/2" 2" 6" 4" 3" 3" 3" 10d(3"),12d(3-1/4")box 3" 2" 6" 4" INSTALLATION TIPS O Drive nails at an see framing plan(lfapplicablel or framer's Pocket 10d 3"),12d(3-1/4")comma 4-1/2" 3" 6" 4" 4" 4" 4" L4 angle to minimize guide for minimum end and intermediate bearing ( Sttbfloor adhesive will Improve floor performance,but 16d(3.1/2")common N.A. 4" 16" 6"i'i 6"P1 B" 6" may not be required. When joists are doubled at non-load bearing parallel LA ttach Deck splitting of plate lengths. t-] (71 can be reduced to 4"on•center with marimun nail penettmon of)-3•16'"+nto the narrow edge. ttachment partitions.space joists apart the width of the wall Structural Reeommended nailing Is 12"on-center Ins field and 6"on-center along for plumbing or HVAC. O sheathing edge.Nailing requirements on i engineered drawings DO NOT use sawn lumbr supersede Additional Joist at plumbing drop(see detail). sheathing rec•ommendatlons. O for rim board or blocking. Nailing rows must be offset at least 1/2"iand staggered. O Sawn lumber mayshrink WARNING U 14 ga.staples may be substituted for 8d((2-1/2")nails if minimum penetration O after installation. of I" into the TJI joist or rim board is acthieved. ra ar Protect O See ALLOWABLE untreated wood �► Farthest On-Center Spacing per Rovw from direct Joists are unstable until braced laterally x HOLES Maximum spacing of nails is: contact with H3 Bracing Includes: Far joist widths 1-3/4"or less: IS"on-ccenter concrete �'� - - .Blocking •Sheathing Fpr joist widths greater than 1•3/4": 244"on-cents' •Hangers Rim BoardDO NOT allow workers to walk on .Strut Lines .Rim Joist DO NOT stack building materials Joists on unsheathedJofstt Stack only FILLER and BACKER BLOCK SIRES Shifted joist Additional until braced. over beams or walls. T11 Flange Widths 1-3/4"' 2>1/16" 2.5/16" 3-1/2" joist / INJURYMAYRESULT- g Bearing late to O WARNING NO TES: Plumbing drop g p 9-1/2'or 9-1/2"or 14"or 9-1/2"or 14"or 18"or 14"or 16"or be flush with inside A Weyer aeuser Business Depth 14" 11.7/8" 16" 11-7/8" 16" 20" 11 7/8 i6" 20" �Squash blocks and blocking panels carry stacked face of wall or Lack of concern for proper bracing during construction can result in serious accidents.Under normal conditions If the 2x6 ;2x8 3/8" x vertical loads(details 61 and 82).Packing out the beam Filler Block* 3/8" 1/2" 1/2" 2s shhee+athing n" Two Two Two web of a TJI joist(with web stiffeners)is not a following guidelines are observed,accidents will be avoided. r a (Detail 1`12) sheathin sheathin sheathin sheathin 2x6 2x$ 2x12 substitute for squash blocks or blocking panels. g g rl S P 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI joists must be completely Inrtal'ed and properly nailed. • ,� � '#. v r.:• / Not 2.Lateral strength,like a braced end wall or an exciting deck,must tx established at the ends of the bay.This can also be Cantilever Filler 2x6 72x10 2x6+3/8" 2xI0+3/8" 2x6+1/2" 2x10+t 2" g sheathing sheathing sheathing Not applicable accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of Joists at the end of the bay. "Ef"_ +" •s"�"s 4;Detail E4 long ]long sheathing applicable PP a (, ( ) g 6'-0"ion 4'-0"Ion 6'-0"Ion 3.Saf braein lines of lx4(minlmwr must be nailed to a braced end wail or sheathed area as In Holt 2 and to each joist.Without this "�^}r«'. ? , Ion lion 4'•D"Ion g g g g g cry g ) d+. DRAWN: MH MS Backer Block" bracing.buckling sideways or rollover Is highly probable under light construction loads-like a worker or one layer of unnailed sheathing. ,"'1 e" .�.':?~ ° �•=. ' ' -, SCALE: 1!4"=1'-0" 4.Sheathing must be totally attached to each TJI joist before additional bads can be placed on the system. ;s.t �/8"or 314"or (Detail Fi 3/4" 7/8" 1"Net 2x6 2x8 2x12 or 1-12) 5.Ends of cant➢evens require safety bracing on both the top and bottom flanges. [rs t�q� M1- •,. ^,t �w,A_ + JOB#: *lfnecersary,increase lth?r and barker block height for faece mount hangers.Maintain LB"gap at top of jovfi see detail W Allen and backer bQxk length,should 6.The flanges must remain straight within a tolerance o11/2'Gam true alignment. t ,c,.1 ;x September 29,2011 accINnodate required Walling utifhout JpliKing(7211mfnimunm for backer b7orks and244mnjrnum for filler block'). This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide, which should) be referenced for additional information. ;.;,;.ta.,a>2IV �' SiIEET NUMBER: 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. KING STUDS f f ENDWALL RAFTER f WALL STUD CRIPPLE STUD :� p f BOTTOM PLATE p RIDGE ' ` • BATHTUB HEADER LEDGER • DOUBLE JOIST SIDEWALL • RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION HOLID DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. AD55 ArqCHOR 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 NUMBERI DESCRIPTION APPLICATION JLOCATIONfSP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 JOISTS. UNDER WALL. 2ND. ADS5 ApVCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY 10 EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APPLY OVER RIDGE TO EACH RAFTE E2X -2xB LS26 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 10 LS210 18go. SLOPE HANGER JAPPLY TO EACH RAFTER / LEDGER BLOCKING @24"OC 1./1 WALL STUD THROUGH—ROOF EXHAUST VENTS SELECTED AND �Q LOCATED BY CONTRACTOR Q W METAL STRAP CRICKET AT TOP-SIDE OF Q VENTILATION CHANNEL O RIM BOARD CHIMNEY AS REQUIRED RAFTER F SILT_ PLATE(S) ' WALL SHEATHING RAFTERS MAINTAIN �.T.� U VENTILATION SIDEWALL FLASHING WOOD JOIST FOUNDATION ' TOP PLATE - - y BLOCKING r! FINISH WALL AND MOISTURE ``` 2x4 LEDGER BLOCKING O STAPPIN(G TO BE ATTACHED TO WALL STUDS @48"OC BARRIER - LAP FLASHING 2x4 SOFFIT JOIST U AND ALL WINDOW DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA / BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA _ FLOOR JOIST DEPTH IUSP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. h-'-I 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS '� SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS �� PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTICDN APPLICATION SOFFITED EAVE AND SO AS TO MAINTAIN AIR 8" — 14" LSTA30 1-1/4%30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS ""., ACTION 4" — 6" RAFTER RT10 10-3/4" x 18go. TYCDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" — 16" LSTA36 1-1/4"x36" 1890. STRAP AND JACK STUDS 8" — 12" RAFTER RT20 21-1/8" x 20go. TYCDOWN ANCHOR SOFFITED SAVE DETAIL ON ALL OPENINGS ,'� � KEEP ROOFING NAILS OUT EACH RAFTER OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE -tooFLASHING 4 INCHES , , / BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING W SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT O dA WOOD JOIST TOP PLATE GIRDER/HEADER ,� SIDE WALL FLASHING WOOD JOIST O O 1ST, FLOOR WALL S;TAPPING TO BE ATTACHED TO WALL STUDS @48"OC .� AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD �cV FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS N AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" — 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE—MANUFACTURED ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH O RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" — 16" CONFORM TO SLOPE MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR (PLATES TO EACH STUD DBL. SILL PLATE TERMITE SHIELD SUBFLOOR N v SILL GASKET WOOD JOISTS M n y ♦ NEOPRENE ; p ,� aui TYP. CONC. FOUNDATIION ( A 60MIL. POLSLAE GASKET ~+�+ ' r-' Q DAMPPROOF EXTERIIOR 2x6 /2x8 CONTINUOUS WOOD PLATE CA GRANULAR FILL a v> + + BOLTED TO STEEL BEAM WITH O � y p 6MIL POLY ON EXTERIIOR V ' ' ' �•a `� 1/2 " DIA. BOLTS @ 48" O.C. STAG. s v STEEL COLUMN _ `� ' ►n ° ° ROOF JACK STEEL B EAM ED u p ♦ CONC. SLAB ' ^'o - a' ♦, /I I I �\ ��` C a 4" x 1/4" x 8" STEEL R ' / COMPACT FILL ` f ROOFING LAPS �. I TOP AND BOTTOM PLATE ::1 U ro v ° • FLASHING AT WITH 1/2" x 6" ANCHOR BOLT KEYWAY FOOTING o A C % / •� �'a CONC. FTG. SIDES AND TOP v rr ° p USE: WITH 3x3 SQUARE WASHERS `+ 1/2" GROUT N >~ ANCHOR BOLT CONNECTION (USP LB PS58 OR B P583) +� .0 W ' n6:j N REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT .��'� in -- 3" STEEL COLUMN p" DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTINJG MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORW 72" OC TYPICAL BEAM DETAIL U) TYPIICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIE_S 36" OC EW4 WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24%12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING WALL BOTTOM PLATE TO FOUNDATION 1-2 STORRIES 57" OC V SLAB—ON—GRADE ROOF JACKS & VENTS DETAIL tl] --- SUB FLOOR CONC, SLAB I DOOR FRAME 6X6 10/10 WWM GARAGE t JOIST COMPACT FILL DOOR USE 2X8 STEEL BEAM ". FOR BLOCKOUT r j 4" SLAB • P.T. PLATE \ W/ 6X6 WMM I SLOPE 4-DRIVEWAY —fie. NOTCH JOIST AND ADJUST HEIGHT + 1/2" AIR SPACE �`� < 1 <1 ° ° I 1 �•• ,� : (WITH A NAILING PLATE IF NEEDED) ' C AT ND AND •A „ri-�� ° ° ° ° :D . ° ° > STEEL BEAM TO TO BE APROX. 1/2" OR RINKAHIGHEN ES OF WOOD ►yr G ADE n ""�_" -'-T"" r f . , C. BEAMS (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) �. 5 6X6 W.W.M. ••p - - - _,II d �. 12" u ,'C ° C d <l <i ► 4 SUB FLOOR �, ° 'n �'9 �•, /.•� o �`� NOTCH BEAM FOR MUDSILLL IF REQUIRED -- MAXIMUM ° a o I. MIN. »a'° REINFORCING BAR e. NOTCH EQUALS 1/4 DEPTH OF BEAM 11= °D o °.I> ° OIST �;. �A �` ,� REINFORCING BAR �•'• s H A F R BEA T P I J �I�.I d l•On • 'D• II--II STEEL AM DRAIN TILE I�--�I ' 1• O n O ° ,a a S EET METAL / 30# ELT UNDE M A 0 r T EL BE 12" OF CONTACT WITH CONCRRETE OR CONC. BLOCK _ITi_i II ii1 I_tiI—TIU, p"v, :ate'' �� s:'• c ► 3" PLATE (BOLTED TO B E \\\���rrry TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ° SHIMS TO LEVEL BEAM r.r y; t,r.,a •,7. REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. ;; f ,<� DRAWN: MH!MS 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT � "" � . +` '� y '' SCALE: 1/4"=1'-0" .�t.H _b�4 y• (� JOB#: BEAM POCKET September 29,2011 4! SHEET NUMBER: REVISIONS: WHIN"U"" LOAD PACONSTRUCTION DE DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAX:IMUM UPLIFT LOAD CAPACITY. 4"MAX. KING STUDS 4"DIA. MAXIMUM RAFTER CRIPPLE STUD CLIMATIC &GEOGRAPHIC DESIGN CRITERIA ••LEDGER GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD SNOW SPEED DESIGN WEATHERINC LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS RIDGE HEADER LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED • MODERATE SLIGHT TO • 45 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE Z RAFTER JACK STUDS M 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 APPLICATIION LOCATION USP NUMBER DESCRIPTION APPLICATION 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. STAIR,RAILING LOCATION USP NUMBERI DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1.1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD All fasteners, hangers and anchors to be galvinized or stainless steel. ROOF I LSTA24 1-1/4"x24"20ga. STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 16ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT30RRT71 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. w Girders on concrete piers shall be anchored with proper steel connectors anchored 1-1/2"SPACE into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. MINIMUM 3). Posts supporting girders shall be 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 HANDRAILS RAFTER be 3 ft. below grade. A RAFTER 4). Deck joists to have blocking at 8'0 o.c.. F-••� � 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing U and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers H POST and nuts at 16"o.c. TOP PLATE 6).Concrete piers shall be a minimum 6"above grade. ^ Z • TOP PLATE F�"-•1 OU BALUSTERS 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored WALL STUD RIM/DECK JOIST o to girder(s). OPEN BALUSTEIR ATTACHED TO WALL WALL STUD S). Covered Roofs shall be assembled and anchored the same manner as a typical building. ^ . o h+i 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. ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLIC:ATION ' OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2" IN 4"-6"RAFTER RT10 10-3/4' x 18ga.TYDOWN ANCHOR CONNECT TO RAFTER 1TO PLATE POST-TO-DECK CONNECTION NAILING SCHEDULE CROSS SECTIONAL DIIMENSION,OR THE SHAPE SHALL EACH RAFTER PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO IEACH STUD OOF SHEATHING: EACH RAFTER NAIL NAIL JOINT DESCRIPTION QTY. SPACING NOTES STRUCTURAL PANEL 8d AS PER TABLE 3.8 4"MAX. WFCM-SBC 4"DIA. MAXIIMUM W GIRDER/HEADER ROOF FRAMING: Z GIRDER/HEADER � d ° JOINT DESCRIPTION N NAIL QTY SPACING NOTES O JOIST POST/COLUMN ° o o ° RAFTER TO 8'WALL: 3-$d COMMON EACH TOE-NAIL TOP PLATE 10'WALL: 4-8d COMMO RAFTER r-•1 [—• m POST/COLUMN CEILING JOIST 8'WALL: 3-8d COMMON EACH C) O d `C) TO TOP PLATE 10'WALL:4-8d COMMONJOIST TOE-NAIL O CEILING JOIST TO AS PER TABLE 3.7 EACH FACE GIRDER/HEADER PARALLEL RAFTER WFCM-SBC LAP NAIL N CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE POST-TO-GIRbER/H FAD ER CONNECTION OVER PARTITION WFCM-SBC LAP NAIL LOCATION USP NUMBER DESCRIPTION A COLLAR TIE AS PER TABLE 3.4 EACH FACEPPLICATION 70 RAFTER WFCM-SBC END NAIL 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY�1-0 EACH COLUMN DECK/PORCIH RAILING SPLICED JOISTS OVER HEADER/GIRDER BLOCKING EACH TOE LOCATION USP NUMBER DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY 70 EACH COLUMN TO RAFTER 2-8d COMMON END NAIL 101ST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY`f0 EACH COLUMN USE MIN. (2)1/2" DIA.GALV.BOLTS WITH WASHERS AND NUTS RIM BOARD 2-16d COMMON EACH END TO RAFTER END NAIL 0 � r co1 o rn i o STU WALL FRAMING: m m BEARING PLATE °; -NAIL NAIL a U .-� GIRDER � JOINT DESCRIPTION NOTES Q x o QTY. SPACING o ; • TOP PLATE TO 2 -16d COMMONPER FACE NAIL Q TOP PLATE FOOT ° WOOD JOIST TOP PLATES AT JOINTS FACE •�o' 4-16d COMMOI, 5 4 *� INTERSECTIONS EA. SIDE NAIL. `' LEDGER I1 •; ,• •` STUD TO 2-16d COMMO 24" FACE , U � v o GIRDER/HEADER II CONCRETE PIER '„" • STUD O.C. NAIL. "o �n �� 16d COMMON WOOD JOIST W.. HEADER TO 16"O.C. FACE CNI s~ 'ti WOOD JOIST `�'� " • HEADER ALONG EDGES NAIL W TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END " •',.` • PLATE TO STUD 3 -16d COMMON PER 2x6 STUD NAIL FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2x BOTTOM PLATE TO: FLOOR 1015T, BAND JOIST, 2-16d COMMO PER FACE NAIL CEILING JOIST TO BLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I (MINIMUM) END JOIST OR BLOCKING FOOT I FOR HEADER2 HEADER/GIRDER-TO-POST CONNECTION � LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @1690C WITH WASHERS THE PROPER STEEL CONNECTOR. I1 OR BEAM W IF ABLE,SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS I I LOCATION USP NUMBER DESCRIPTION APPLICATION TO ALLOW FOR SHRINKAGE. REQU ROD I 1 (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE U FOR STU (3) BEAMS PAU66 OR W /E66 POST BEAM ANCHOR APPLY TO EACH PIE 0 CIS DECK FRAMING: FLASHING TUCKED UNDER �l Q TOP PIECE OF SIDING AND I JOINT DESCRIPTION NAIL NAIL NOTES o� LAPPED OVER FIRST CONTIN. PIECE OF SIDING BELOW Q SPACING JOIST TO: PER TOE THREADED RCJD SILL,TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL BRIDGING EACH TOE d 1/2"DIA. LAG BOLTS W/WASHERS CNW COUPLER NUT TO JOIST 2-8d COMMON END NAIL CONNECTED TO BLDG. @16"OC WOOD JOIST (MINIMUM POST BLOCKING 2-8d COMMONEACH TOE EN1D DISTANCE VJ(� TO JOIST END NAIL BLOCKING TO: EACH TOE � BLOCKING Q SILL OR TOP PLATE 3 -16d COMMON BLOCK NAIL d MIMIIM M , LEDGER STRIP EACH FACE FLOOR FRAMING 2x JOISTS ••'•� -.••+ ~• c ' a o END ANCE , TO BEAM 3 -16d COMMOls JOIST NAIL WOOD GIRDER ••• •• .P� ••• PER TOE CONCRETE FOOTING • ." �w • ••g'• JOIST O BEAM ON ER JOIST NAIL �i'`,f.•. � ,. BLOCKING FOR JOIST HANGER BAND JOIST PER END . `' 'kit C�4 ? •" TO JOIST 3 -16d COMMONJOIST NAIL; s LAG BOLTS •p p 0 HOLLOW COLUMN UPLIFT BAND JOIST TO: PERt,; f =�a nl� �`'"" • RIM JOIST SILL OR TOP PLATE 2-16d COMMO TOE FOOT /BD. ` _ G e SIMPSON STRONG TIE MODEL STRR1/2 • SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFACTURE'S RECOMENDAIT10NS DECK POST FTG. CONNECTION "•_ .� ,, ? �? DRAWN: MH/MS PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND LOCATION USP NUMBER DESCRIPTION APPLICATION USE WITH RT10 TYDOWN ANCHORS 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING SCALE: i/4"=1'-0" .' S(°; DECK/PORCH LEDGER CONNECTION JOB#: 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING September 29,2011 fi SHEET NUMBER: REVISIONS: WIND FRAMING NOTES "iOft E tIN" L� vm% A'A 'EL tN1 10 umN T "Lm 0.S NAILING SCHEDULE V NYS CODE: 2010 EDITION PLAN CONTENTS: 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required I QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 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 1 GELLING JOIST 8' WA,WALL: 3-8d COMMON WALL: 4-8d COMMON EACH 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 JOIST 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 DESIGN CRITERIA CURRENT SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL construction 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 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES OVER PARTITION 'WFCM - SBC LAP NAiL EXT. BALCONIES 60 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 DECKS 40 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 'WFCM These codes are to be consiidered 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 - SBC END NAIL ATTICS w/o STORAGE 10 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 2 - 8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER 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) (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 -� 16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL GAURDRAILS ANY DIRECTION 200 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES precautions and programs ir1 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 PER FACE NAIL EXPOSURE CATA60RY (DESIGNED FOR CAT.C) W 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, TOP PLATE TO 2 - 16d COMMONLOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION o 0 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 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE 4 - 16d COMMON Z O INTERSECTIONS EA, SiDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE n 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE i EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE ^ or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2 - 16d COMMONO.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE U attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION Sym.: 7). The General Contractor its to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS ® SEE FLOOR PLANS such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL � in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION p..( U 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS:FOUNDATION NOTES: BOTTOM PLATE TO:Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1). The General Contractor,and Mason to review plans, elevations, details and notes to length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 �I GROUND WIND SEISMIC FROST WINTER ICESHIELD 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 UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING MODERATE SLIGHT TO j P g JOIST TO: PER TOE 3). Provide 1/2" expansion joint material between concrete slabs and abutting 2.4.4.2 and 2.2.4 respectively. 20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE - concrete or masonry walls o 4 - 8d COMMON ccuring 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 EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall 2 - 8d COMMON with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted„ all slabs on grade to be 2500 s.i.. Concrete to be 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O.0 8d COMMON 6" O.C. SEE NOTES: 1,3 g P• TO JOIST END NAIL @ @ 9 . CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 BOTH FIELDS poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs ) BLOCKING TO: EACH TOE ) to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and 3 - 16d COMMON INTERIOR ZONE 8d COMMON @ 6" O.C.C8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD +� anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL 6 maximum lifts (layers). p P g GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. d COMMON 4" O.C. SEE NOTES: 1,3 along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE @ o 6). Crawl spaces to be provided with a minimum 18N24" access opening. Install one 3 - 16d COMMON d attached with the above requirements. TO BEAM JOIST NAIL � Q 8x16 cast iron foundation went for every 150 sq. ft. of area. NOTES JOIST ON LEDGER PER TOE 7). Dam roof exterior of(foundation with bituminous coating as required b current DECK AND COVERED PORCH NOTES: TO BEAM 3 - 8d COMMON JOIST NAIL PP g q y N.Y.S. Residential Constructtion 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 PER END THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. d the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 -16d COMMO 1), For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, JOIST NAIL Q 0 o BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. N 8). Drainage as required by, current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. SILL OR TOP PLATE 2 -16d COMMO FOOT SEE NOTE: 1 `v Girders on concrete piers shall be anchored with proper steel connectors anchored 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. 1F RAM I N G NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SHEATHIING: For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3)• Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL 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. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WiND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING S H EATH i N(i: SHEATHING LOCATION NAIL SPACING NAiL SPACING AT INTERMEDIATE NOTES 3). Floors, walls, ceilings amd rafters to be spaced at 16 inches o.c. unless noted 5 . A minimum of 10 inch flashin shall be installed between the buildin and led ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD �, r otherwise. ) g g g JOINT DESCRIPTION Led Ledger to be fastened to buildin with 1/2 dia. bolts with washers and nuts Q7Y. SPACING SEE NOTES: 1, 3 BOTH FIELDS rn ° g g 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. ( ) a` where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COsOLERs ° M E WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 w � � ° :c Bearing wall headers to halve (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: openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall NOTES z w u 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored a L E openings between 41 and 60 and 2x6 wall openings between 511 and 8'9. Provide fire NAIL NAIL o to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. �r and blocking where applicable. QTfY. SPACING o a 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1 . For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5 5). All flush beams/headers to be installed with heavyduty galvinized hangers and 8d COIMMO ) g g q 1~ Y g g PANELS WFCM - SBC be used. Ln v anchors where applicable to all connecting joists. PLUMBING NOTES `t 7/16" OSB 3" O.C. EDGE co a� 6d CO)MMOIU 6). Double up floor joists uinder walls that run parallel to the floor joist and under bathtub . 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with o w �+ G>0.49. For framing members with 0.42<G<, the nailspacings shall be reduced to 6 inches o.c. Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COIOLERS 7 O.C. EDGE g on plans. WALLBOARD 10 O.C . FIELD 2 . Verify 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. 7), Provide 2 - 1-3/4" thick Imicrolams ( height to match floor joists) around stairwell and/o ) Y p Y g Y P PP FLOOR S H EATHI 1 N G other access openings unless otherwise noted (typical). NOTE: 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL W provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY H 8). Dormers running up roof rafters are to be supported by double rafters on either side P q g P P Y (QTY. SPACING where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. Pp STRUCTURAL PANELS 6" O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. u 1" OR LESS HVAC SYSTEM NOTES Sd COMMON12" O.C. FIELD O 9). Provide blocking/bridgiing 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. Ln under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. <C 3).INSTALL i-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. requirements. 10). Provide insulation baffles at eave vents between rafters. install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE N40TES ONLY, d 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2"thick, 4-ply Fir equipment supplier. 1). Nailing requirements are batsed on wall sheathing CDX exterior sheathing graide plywood. Plywood to cover over plates and headers. „ as required by current NYS Residential Code-FIREBLOCKING REQUIRED V 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the pane?l edge. if wall sheathing Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher and to form an effective fire barrier between stories,and between a top story and the roof space. V� 12), Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor Fireblocking shall be provided in wood-frame construction in the following locations. ►Y+ adhered with PL ELECTRICAL NOTES: shear capacities, nailing requiriements for structural ufa ve and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, 1).in concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor over subfloor as peerr amanmanufacture's instructions. such as shear plates, shall be used to maintain load path. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 1). All electrical to be installed as per N.Y.S. Residential Construction Code. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking In walls constructed 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and using parallel rows of studs or staggered studs. ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. m When wall sheathing is betr of nails over connected - members,the tabulated numbelr of nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, to have regular 1/2" sheetroick. All walls to be taped and finished. drop ceilings and cove ceilings. . r*; ,!A 4s r to be reduced toe - 16d nail elr foot. 4.. . 3 Install Smoke detectors and Carbon Monoxide detectors throughout as required b current P }•'. .. a g q Y 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces . �..r 14). All roof with a itch lescs than 4:12 shall be installed with an Ice &Water barrier or N.Y.S. Residential Construction Code. ) P• under stairs shall comply with current N.Y.S.Residential Code. approved equal. Flat roofs ;shall be applied with a Fiberglas base sheet with an EPDM pP q PP g 4 .At openings around vents,pipes and ducts at ceiling and floor level,to resist the free assa e of ,tr' ' *`r "` torch down type material ov+er. ) p p g p g s f` ' .� r i' ' DRAWN: MH/MS flame and products of combustion. . a.`n, 9 SCALE: 1/4"=V-0" h ;. 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. t JOB#: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. September29,2011 SHEET NUMBER: 144- REVISIONS: _-r---_---n----------r---r---------------------------------------------r-------r--------r- ------------n------------------ 1 1 1 1 : o : : o : : o ; � o ; : o : 1 1 1 t t 1 1 1 1 1 1 1 t 1 1 1 1 , 1 ( 1 1 1 1 1 I 1 1 1 , W1 I 1 1 v 1 1 , n 1 I F1 1 1 1 1 . 1 t t 1 1 77- 7 7 P ♦ d p d v o ♦ d D d o P 1 q I •V 1 P. • • d p d • Dp • d p d • � p ♦ d D d . ap ♦ d p d • n •a • ♦ 4 p d • � o • d p d • � p • ♦ d p d • OQ •. W qq 1 I e 4 �, _.r- - ----- - „_ _ ,1 ---- ,; roc•,.,.� � ,o O O . 1 y,p 1 4 4 r I • • , • ---- - --^ f---------^ • .--- -----• C 1 1 1 1 1 1 1 1 1 t 1 1 1 1 1 1 ♦ ' . +T' . w. �� . I 1 1 1 . L . ' I t 0 q 1 ♦1 1 1 1 , 1 , 1 1 1 t 1 1 1 1 \ Z •-----------' • 1 1 I 1 1 1 1 I \ ■ . . r . ■ ..i. . ■ � . rrrr I r rrr - .. ■ ■ _ rrr . -Frrr . ..�y■ . . Y r r . . . ■+ . a .4r ■ ■ r�,. . rrYr . - r . r r .1 .- . � . riY r r . ■ .. . . .y. . M Q Lr,) q 1 1 I 1 1 1 _ 1 1 ♦ P Q t c --- / a o a p 4 v '. . . � a n 4 .,r-..,. � �•, f--- ' ,!gyp / o q 1 I • 0 I I o6. _O 1 t 1 - (U C 0 I I 1 1 I V cX 1 1 , X m m O 1 1 ♦ 4 •D 114 .Q W D • b 'tj U v o v 4 D v . v 4 p . o . v o . p . 4 v -• a v 4 v • o . . 00 a a 1 1 4 ` 1 1 � 1 1 to U 1 1 cc F� I 1 V/ ` ; ; / t(\V/� 0 -----------r--------------i_---___-r---------r i---_ - U) W .v V V.^J U) d N E� d W - x S N PROJECT NORTH FOUNDATION PLAN E SCALE: 1/4" = V Al ., * 4 DRAWN: MH/MS �- SCALE: 1/4"=T-0, ,r JOB#: September 29,2011 SHEET NUMBER: PAINTER TO PRIIME 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 CONAMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS 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 PRIiOR 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 ----•------------------------------ rl---If- IT -n--'it----Ir---IT---( -ir----,T---n---if----Ir---I It 11 11 II II II II 11 II If II 1 11 11 11 ❑ 11 II 11 II 11 11 11 I tl__"11___JL___LL___U___Jt___IL___U _ H--�41__-^it-_-_li_.._14_-_yl-___I4•_-_H_-_AI- -_,M _ 11 11 111 II II 11 11 11 II 11 1 11 11 11 11 11 II 11 11 II II 11 1 1, 11 11 11 11 11 11 11 II II II 11 11 1 rl--- ,'-__'I--'- -:-'31^--^'C---a---a::::)c---'I---4--^I'----'C:- h n n n 11 11 If If n u If 11 11 1 h n n n u n n u n u n u u I II 11 II 11 II II 11 it II 11 II II II I �,--_-.,h__-I+-_•'N__ il___._,1-___µ..__µ_-_-11____,y-_-,�___;1-__ I.1----11- T--._n--"11----Ir---IT--^li-`^I1---Ir---n---TI----Ir---1 11 ,1 11 11 II it U II II 11 11 /l 11 1 ' 1 ''_--Jl n _._L---•11---�L---'1'--'�---J'----'L___LI---1'--_�L---' i I 1 CI--_-IF-___I+ _•-H__"il_-.._,F�--µ___µ_me_ih_-_,y..__N___41____,I-___ � i II tl II 11 II II 11 11 II 11 11 it ; t DECK 11 it 11 II 11 11 It 11 It II 11 II i W I it 11 11 If 11 11 11 11 It 11 tl 11 1 1 1 1•'---,'---- .'.i�_:,.11-_`^'r---' --_a---]r---'I---e-- I'----IC--- 1 I 1 i tl 11 11 11 11 II II II II II 11 II II 1 1 I 1 ' 'I 11 II 1, 11 II II 11 II II II ❑ II I I 1 tl n n u n n n n n u u n u 1 I I a ' 4---J1--_..14__._il_-...11---_II----1{---µ---41---_IY-_-IJ_--41_---II_ ' I 'ir---IT--•'n--_lI r----Ir---tt---Ii----ir---Ir---n ---•rr---Ir O '1 11 11 II I it Ii 11 it 11 11 ,1 II 1 •----------------------' ;1 tl 11 II ,,JII -�y ,` 11 11 II II 1 1 L_r-'_-`�L�--tl 'I �1" '1 _II '!'-_-!!___1 r � µ1---_1+--."t•I.--'^�I---'11. 14---14--- --`4---41----It---- U 1 1 11 I I 11 it 11 I I-'1 1 1 ,, II N 11 II 11 11 11 11 11 11 t 1 SI II If "_- 11_-- It ---i1 ---11--- 11 -__11 _------ 1 1 ,PSI) U 1 I ( 1 1 P 1r77 / O _uT 1 � --I ° ° ° I I 1 _ KITCHEN }- � LIVING ROOM DINING\ BEDR90M No. 2 uc + 1 - - - - - - - - - - - / PANTRY , / + 1 U ROO M 4 HALF - I I - `- - - 0. 1 I 1 ` ` .1BATH i I I / / O 1 1 O O LAUND€-KROOM Q - / " - � - ' -- ( / t 1 i i ---------- ------ 1 , ' DEN / � � 1 _ _ _ EDR M No. 1 - 1 ENTRY ON 1 1 1 1 m O U) ,= .la 1 I Ca tri O In It mc --------- 1 ---------- O 40 Ln \c in COVERED PORCH 04 a . a F O N F d i PROJECT NORTH 1ST. FLOOR. PLANGE SCALE: 1/4" = 1' t t DRAWN: MI/Ms r. ? SCALE: 1/4"=1'-01, .; JOB#: Se tember 29,2011 ry P ���r'�►�,,-�-:',c,"n���:;r,,�°+ SHEET NUMBER: PAINTER TO PRIIME 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 BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTUREIR'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 SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: DECK Z ZZII 1-4 r1� MASTER BEDROOM _n I- {- - OPEN ♦ ♦ ♦ R @.- - 1 •i� ``T�i� 1 � �- ` J BELOW / � _.___ ./�' __--___��♦` S__ � W Y ZsElj RN ri _ ..._ �a._ i-_.i� ✓_.�i i -_ i-__......-'-1 II _ ( --- 1 1---••- -I ii _i ♦ BEDROOM No. 4 {llTMI SITTING ARIA l l l l 1 RRR W ---------------------------- I 1 1 I I 1 t 1 i 1 1 1 sl I 1 1 1 1 BATH 40. 2 WALK-IN 1 STAIR HALL CLOSET C!� ------------------- - --Q---- w Q w.1 ►`ri i � & l r 1 t E OPEN:��) `\ _.,., © c N , TO kDROOM No. 3 1 a , n V1 N 0 MASTER BATH UD f ' F I - - N v � O DECK w d rn W W u 0 to Cn W Qt 5 N PROJECT NORTH 2ND . FLOOR PLAN N H E SCALE: 1/4" = V u 41 DRAWN: MII/MS ►,, , � ;1 SCALE: 1/4"=V-0" JOB#: September 29,2011 SHEET NUMBER: A 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 COIWIMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTUREMS 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 PRICER 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.