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37647-Z
UFFOLIr Town of Southold Annex 3/25/2014 o aye P.O.Box 1179 54375 Main Road v • -1$! Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36821 Date: 3/25/2014 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2000 Laurel Trail, Laurel, SCTM#: 473889 Sec/Block/Lot: 125.4-24.16 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 5/10/2010 pursuant to which Building Permit No. 37647 dated 11/27/2012 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished basement, covered porch, stone patio with hot tub and attached two car garage as applied for. The certificate is issued to Robert&Nancy Bell (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-09-0065 6/6/12 ELECTRICAL CERTIFICATE NO. 37647 1/21/14 PLUMBERS CERTIFICATION DATED 11/28/12 Thomas Herman Au o ' ed Si atur TOWN OF SOUTHOLD ��O�gUfFO(� BUILDING DEPARTMENT 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#: 37647 Date: 11/27/2012 Permission is hereby granted to: ROBERT & NANCY BELL 2000 LAUREL TRAIL LAUREL, NY 11948 To: CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTTACHED TWO CAR GARAGE, COVERED FRONT PORCH & REAR RAISED PATION WITH HOT TUB AS APPLIED FOR.REPLACES EXPIRED B.P. # 35555 At premises located at: 2000 LAUREL TRAIL LAUREL SCTM # 473889 Sec/Block/Lot# 125.-4-24.16 Pursuant to application dated 5/10/2010 and approved by the Building Inspector. To expire on 5/28/2014. Fees: PERMIT RENEWAL $1,694.60 CO -NEW DWELLING $50.00 Total: $1,744.60 42"- 1 Building Inspector FORM NO. 3 TOWN OF SOU THOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) 7 PERMIT NO. 35555 Z Date MAY 24, 2010 Permission is hereby granted to: ROBERT & NANCY BELL 233 RAYMOND STREET ROCKVILLE CENTRE,NY 11570 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTTACHED TWO CAR GARAGE, COVERED FRONT -PORCH & REAR RAISED PATIO: WITH HOT TUB AS APPLIED FO' at premises located at 2000 LAUREL TRAIL LAUREL County Tax Map No. 473889 Section 125 Block 0004 Lot No. 024 . 016 pursuant to application dated MAY 10, 2010 and approved by the Building Inspector to expire on NOVEMBER 24, 2011. Fee $ 3 , 389 . 20 Authorized Signature ORIGINAL Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber-certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and ".pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00, Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00, Additions to accessory building$50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 J. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: �Q j� J Y[r✓l�X� V�Q� House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section I-S Block Lot ` 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: $ Applicant Signature *pF SO�jyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 fly �O roger.richertic7i town.Southold.ny.us COUNTI,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Bell Address: 2000 Laurel Trail City: Laurel St: NY Zip: 11948 Building Permit#: 37647 Section: 125 Block: 4 Lot: 24.16 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Luminaire Electric License No: 37665-me 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 X Garage X INVENTORY Service 1 ph 300a Heat Duplec Recpt 54 Ceiling Fixtures 20 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 15 Wall Fixtures 23 Smoke Detectors 8 Main Panel 2-15 A/C Condenser Single Recpt 2 Recessed Fixtures 69 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture 13 Pumps Transformer Appliances dw Dryer Recpt 1-30 Emergency Fixtures Time Clocks 1 Disconnect 2-15 Switches 86 Twist Lock Exit Fixtures 11 TVSS Other Equipment: NEW HOUSE to include HOT TI 13, hot tub bonding, 2-pumps, 1-blower, 1-pool lig gas hot tub heater,1-hydromassage tub,7-paddle fans,4-exhaust fans,7-under counter lights,5-ARC fault circuit breakers, Notes: 300a underground service Inspector Signature: Date: Jan 21 2014 81-Cert Electrical Compliance Form.xls RE C E � .W t$ BLDG.DEPT. TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. 35555 Owner:A ooc-2 1 (r L (Please print) Plumber: 1 l oOi R5 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. 6 (Plumbers Signature) r) V Sworn to before me this �" day of 20j- Notary Public, Sao County Y�orN CW1KH�d i�►i '1� i MY Goniiriission E ea SO 0� Ul9 �o� ono cOUMV,�`� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 AA� NSPECTION I FOUNDATION 1ST ROUGH PLBG. [ [ ] [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ----Ca2L- c4o DATE INSPECTOR Of SOUryo{o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. P<FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ILL,.�i -7h s DATE ������ INSPECTOR �o��OF SObryO� 'F ,w cOUHiY, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUN ATION 1 ST [ ] ROUGH PL13G. ] F NDATION 2ND [ ] INSULATION FRAMING / RAPPIN [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: AK DATE © INSPECTOR �oy�� yolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI- -N [ ] FOUNDATION 1ST [ OUCH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESIST CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: l�i.,J � L a ) DATE INSPECTOR / ` � / l/ SOpryolo COUNTil TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 U� INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION J,,KELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE L INSPECTOR OF SOUTyOIo 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 REMARKS: 6 t DATE 1 INSPECTOR 6 S�o��OE 0//Tyo`o cOUNi'1, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT ON [ ] FOUND TION 1 ST [ ROUGH PLBG. [ IF DATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: 712 l DATE INSPECTOR uF souryo� cou 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 REMARKS: /!L Y� 7 dr 7 '� ✓ DATE �' INSPECTOR �o�y�OF SO(/Tyo� 3-5i5- COY TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ,IlIq INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION RESISTANT PENETRATION REMARKS: P<FIRE \ DATE INSPECTOR `� Of SOUlyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 r � INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ , ] ELECTRICAL (FINAL) REMARKS: ) 61&o6 ------------------ DATE 1 I'ld INSPECTOR _�l` �o��OF SOUjyo� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARK DATE �� INSPECTOR a0f SOUTy �o� ono TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ 'FINA [ ] FIREPLACE & CHIMNEY [ ] FIRE SAF INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR �',`� CHITECT M 3 ARK SCHWARTZ &ASSOCIATES 28495 Main Road.PO Box 933•Cutchogue, NY 11935 631.734.4185 1 www.rnksarchitcct.com February 23,2013 Southold Town Building Department P.O.Box 1179 Main Road Southold,New York 11971 Re: Bell House 2000 Laurel Trail Laurel,New York (SCTM#1000-125-04-24.16) To Whom This May Concern: I have been to the site and reviewed the as-built construction. The insulation and fire caulking have been installed as per plans. I hereby certify, to the best of my knowledge, the fire caulking and insulation work has been completed and meets or exceeds NYS code requirements. Please call this office if you have any questions or require additional information. Very truly your aka efe Y Mark Schwartz FEB 2 5 2013 BoG.DEPT. jD{A�N OF SDUIHOLD Sm ATA Member American Institute of Arcl)itocture Delfino Insulation III 119 Stephen Hands Path East Hampton,New York 11937 Phone: 631-329-7181 Fax: 631-329-7159 Insulation Certificate Job Location: 2000 Laurel Trail Laurel,NY 11948 WORK AREA ITEM INSTALLED TO CODE Attic Roofline. 8" Foam Lok Open Cell R-31.2 Radiant No Tear&Baffles . Gable Walls 5" Foam Lok Open Cell R-19.5 2x6 Exterior Walls 5" Foam Lok Open Cell R-19.5 Boxends 5" Foam Lok Open Cell R-19.5 2x14 Closed Flat Ceiling 8" Foam Lok Open Cell R-31.2 Cantelievers 2" Foam Lok Closed Cell R-30 Fiberglass Batt R-42.4 Exterior Garage Ceiling 2" Foam Lok Closed Cell R-30 Fiberglass Batt R-42.4 Interior Garage Wall 5" Foam Lok Open Cell R-19.5 Stairwell To Basement R-21 Kraft High Density SD-Common Walls R-11 Kraft Faced "�✓ SD-Is'Floor Ceiling R-19 Unfaced Firecaulking Install firecaulk to code Customer: Malta Construction PO Box 657 Yaphank,NY 11980 rD11 Proposal#: 17497 2 9 �2011 Date Completed: Z/ 36 - �� TOVI v j,HOLD Delfino Insulation III J 13 1 • • I i�` • 1 1 /�IYI/llls�� / � I � � / • ., FOUNDATION(IST) FARM '''arm • 1 • 1 Ir�w L N MUM- _J A 1INSULATION STATE ENERGY CODE ADDITIONAL HE ail-i 4!� �► t :►/�� � t ,• � � ► ILE ��-� TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. �j Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined44,20 Storm-Water Assessment Form Contact: Approved ,20 rb Mail to: � fc/ z Disapproved a/c Phone: Expiration Z� ,20_(�__ ) Building Inspector i APPLICATION FOR BUILDING PERMIT Date D C, - INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. - ' c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized.has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property.have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as her escribed. The applicant agrees to comply with all applicable laws, ordinances,building code,housin o e, and re t o nd to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applic name,if a corporation) 6 & 2 D v LC ,�-u (Mailing address of applicant) State whether applicant is owner, lesse , agent, architect ngineer, general contractor, electrician, plumber or builder Name of owner of premises N G (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: q 000 L,1-v)°6 U L v,e House Number Street Hamlet County Tax Map No. 1000 Section 1 Z .7;, Lot 2 p Subdivision '"' ` c "f? .e.. ,° rW-1 s ae,�s Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy V,4 r!�4/L,/ F b. Intended use and occupanc "-I/C(e�i dee- 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,.number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 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 9. Size of lot: Front ear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO k 13. Will lot be re-graded? YES NOX Will excess fill be removed from premises? YES NO 14. Names of Owner of premises 9F,Ly Address Phone No. Name of Architect Address Phone No 7�� 5�/e�r Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE 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 ) a✓ �C ✓ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor Agent)Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of rikj. 20/ OCAROL ' Nota Pub is NOTARY PUBLIC STA OFMWYORK Signatur of 1 ant NO.01HY6189695 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES 06/30/20L;� PA a-?-LO Hof SO�Ty Town Hall Annex Telephone(631)765-1802 54375 Main Road cn (630 765 5Q2 P.O.Box 1179 G Q roger.richertCc��own.sout�iolld.nv.us Southold,NY 11971-0959 BUnDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: �'o� � 5, �'�� �� Date: Company Name: Name: License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates. required information) *Name: *Address: *Cross Street: ,� y �w *Phone No.: Permit No.: 35-5-�5— Tax Map District: 1000 Section: Z 5' Block: moo y Lot: oac/o�� *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is.job ready for inspection: YES / NO Rough In Final *Do you need a Temp Certificate: YES / NO Temp Information (If needed} - *Service Size: 1 Phase 3Phase 100 150 . 200 30'01 350 400 Other *New Service: Re-connect ndergrou Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form �Q SQUr Town Hall Annex Telephone(631)76,-18* 54375 Main Road CA Rar bc P.O..Box 1179 roger.richerl(�i0 n.soutf 96 kny.us. Southold,NY 11971.0959 . BUR DING DEPARTNUa TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION- REQUESTED BY: Date: - Company .Name: L u yn (ina kr2je � I Name: S��Iwly �/2vt�t�2 license:No.: 76(. S�� 1Address: T a. L`� ox 7 61. 1 l J 'C7 PhoneNa-:"e (631- fv1 = 5'?2 U JOBSITE IhIFORMAMM (*Indicates required information) . *Name:- /1�/1• /3E// *Address: 0 UOC) 924 *Cross Street: /2 *Phone No.: Peffnit No.: Tax Map Qistrict: 1000 Section: _ Block: Lot: `- 0 L L 'BRIEF DESCRIPTION OF WORK(Please Print Clearly) 20 y,gnn k o-10 e A0 (please Cit ele All That Apply) *Is-lob ready for Inspection: YES/ NO Rough In' Final.. *Da you need a Temp Certificate: YES/ NO 'I'mp-information (If.needed'I *Service Size: ' 1 Phase. 3Phase 100 -150- . 200 30 - 350 400 Other *New Service: Re-connect Undergroun Number of Meters Change of Service 7,K211ea Additional Information: PAYMENT DUE WITH'APPLICATION �� Mar. 09.2011 10:11 Robert G. Bell Jr. 1 843 681 5878 PAGE. 1/ 3 217. lt� � �-�" � Goy y�"/i_u�•�/�� 3 ��s-.S�- - - 8���� ho��pF SO(/jyol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CA Southold,NY 11971-0959 �l� �OQ Iron BUILDING DEPARTMENT TOWN OF SOUTHOLD March 18, 2014 Robert & Nancy Bell 2000 Laurel Trail Laurel, NY 11948 TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: **N Final Survey Required Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (Ali permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: BP — 37647 — Single Family Dwelling REVISIONS: Fwo HEALTH 10/30/09 O DEFT. SCHDS _ _•••_• - 2.�' REV, 12/22/09 I 5 T_ _.....PROPOSED 0^MCOV.PO CN uj 1p150'RADIUS N 28•FROM SEPTICSCTMH 1000-125-04-24.16 `1To�1 0PROPOSED aZ \di /ERONT R582.66` L- 40.90 ' GARAGE : :G: 3159.4 SQ.R. 101% '� 1 N ) - / \ OR 220. Q.R. 0.7% Q lm (SLAB ONEL 40. A 10: 52. SQ. . 2A% OAl 4131.9 SQ.R. 3.3 1m =)L� U)f=1 PROPOSED 1� B 30.00' ASPHALT 1 1Z DRIVEWAY Z 1m A ,,,,, �p m r / CSLSA " 39.3' \ 1 O. •.N+ a..l m °..' Ny \ 1 ' � O u 4 On � Z m 01 c/1 C) 69 PRO ED .0 STO aae Y a ,.PutISE 13 QS� .r � a � ui i a u o / 2PROPOSED_ \ e SEPTIC SYSTEM PROPOSED �, � � (VACANT) \ 110•p0 E.P. o PROPOSED z TEST HOLE 'o0 693 Apo MIN.10'SEPERATION ` p �r39;2' BETWEEN SEPTIC SYSTEM N LOT 22 �� AND WATER LINE REQUIRED` 1+'1 PaovosED W (VACANn OPEN SPACE ASPHALT 1� � A g 30.00' D9EWAY n o SEPTIC SYSTEM LOCATIONS L LP 1 2 ` UTILITY x PROPOSED LOCAMONA 14.3' , 14.9' 273' I BOXES SEPTIC SYSTEM a LOCATION 8: 36.4' 24.3' 44.1• 1 R= 402. — 138. op0 m E.P. �� ®PROPOSED 68 L— 30' EL.39.3' w MIN.10'SEPERATION I 150'RADIUS AND WATELINE REQU%D, 150'RADIUS B. ® WATER METER FROM SEPTIC fl O / PARTIAL SITE PLAN 1 1` BO1m FROM SEPTIC XES EL 38.6 PROPOSED 402'68' L=138.30' EL 39.3' WATER METE0. SCALE: 1" = 20'-0' LAUREL TRAIL / S-CTM# 1000-125-04-24.16 DWELLING WITH \ PUBLIC WATER SUFF� O?K C-Cjt�w =_Pli ' 'EM 3' F e`4h''L E t-3 pd! [�a U SS1i�:ll ( FiN,`L1 iR 3 1—n y 4 t. _^T r M F r•7 \ 150'RADIUS FROM SEPTIC i r a no SITE PLAN >` pmva) 6 - a � DRAWN: MH/MS Y ...„'. '`•v' fl�..._ Ala�� : OU -BEC 3 ,0: S SCALE: SEE PLN 1oBa SCALE■ 1" — 40'-0' EXPIRES THREE PEA 3 FROM OM Ds71 :'E OF PPRO V AL December USHEEETNUMBER: tt' MEETS AND BOUNDS TAKEN FROM SURVEY BY: '-- ----- PECONIC SURVEYORS,P.C. (631)765-1797 DATED: S r; SURVEYED:OCTOBER 19,2009 .w REVISIONS: HEALTH 10/30/09 DEPT- SCHDS 12/22/09 REV. 1 0 PROPOSED SEPTIC SYSTEM DETAIL TEST HOLE DATA W��!-: N.T.S. '. FINISHED GRADE:39.9 DATA SUPPLIED BY: McDONALD GEOSCIENCE �� � � 1'•0'MIN. BOX 1000 SOUTHOLD NY 11791 (631 ) 765-3677 HOUSE�� 46.6'-1/4':1'-0-PrTCH �'' •3'CLEAN 4'DIA.APPROVED PIPE 37.0 SAND COLLAR 8.0'•1/e':1'-0'PITCH � , o 4'CIA.APPROVED PIPE i N •, 8'SEPTIC TANK •• D300000�® � ro 0,500 GAL) ) U h �N a � � z :I m 2e.4' MIXED SAND AND LOAM z a a 8'DEEP X 8'LEACHING POOLS• - (2TOTAL) "' n 3'-D'MIN.TO U GROUND WATER 3' e NO WATER ENCOUNTERED 'y CL MINIMUM SEPERATION DISTANCE TO SEWAGE DISPOSAL SYSTEM PALE BROWN FINE TO COARSE SAND BUILDING WELLS(f) NOTES: SW I. DISTANCES BETWEEN LEACHING POOLS AND WELLS ARE BASED UPON DEPTH OF THE WELL(S)INVOLVED OR REALTY SUBDIVISION FROM THE PROPERTY WATER LEACHING STORM REQUIREMENTS.REFER TO'STANDARDS AND PROCEDURES FOR PRIVATE WATER SYSTEMS NEAREST PART OF CELLAR SLAB LINES LINES(3) POOLS DRAINS PUBLIC PRIVATE SURFACE SWIMING WATER(2) POOL 2.DISTANCES BETWEEN LEACHING POOLS AND WETLANDS ARE SUBJECT TO APPROVAL BY THE NEW YORK STATE DEPARTMENT OF B' � ENVIROMENTAL CONSERVATION PRIOR TO ISSUANCE OF SUFFOLK COUNTY APPROVAL fTl A SEPTIC TANKS 10' S' 5' 10, 8' 201 175' 75' 75' 20' 3.IF PROVEN TO BE ABSOLUTLY NECESSARY,WATER LINES MAY BE APPROVED WITHIN 10 FEET OF A SEWAGE DISPOSAL SYSTEM.{ W PROVIDEDTHE WATER LINE IS PROTECTED FROM CONTAMINATION OR DISTURBANCE(eg.INSTALLATION OF LINE INSIDE A LEACHING POOLS 10' 10, 5' 10, 8' 2U 200' 1001AYY 109 21Y LARGER DUMETEIi LINE FOR PROTECTION). Q 4.INCREASED DISTANCE MAYBE REQUIRED BASED UPON SITE CONDITIONS. LEACHING POOL 10, 10' S' f0' B' 20' 200' NO CLOSER THAN EXISTING 20' FT'I 0' ADDITION POOL OR 101 w IN PALE BROWN FINE SAND GOSEPTIC TANK LEACHING POOLS SEWER LINE REQUIREMENTS SP A .4 NOTES: NOTES: 0.MINIMUM SEPTIC TANK CAPACITIES IS 1500 GALLONS. 1).MINIMUM LEACHING SYSTEM IS 2 POOLS:S'DEEP,8'DIA. NOTES: 1).ALL SEWER LINES SHALL BE A MINIMUM OF FOUR INCHES IN DIAMETER. V 1 2).CONCRETE SHALL HAVE AMINIMUM COMPRESSIVE STRENGTH OF 3000 pi AT 2).LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE O 28 DAYS. (OR EQUAL). 2).THERE SHALL BE A LENGTH OF CAST-IRON SEWER LINE EXTENDING THROUGH THE FOUNDATION TO A POINT A MINIMUM OF TWO FEET BEYOND THE FOUNDATION WALL 3J.WALL THICKNESS SHALL BE A MINIMUM OF 3',A TOP THICKNESS OF b'AND A 3).ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OltEQUAL). BOTTOM THICKNESS OF 4.ALL WALLS.BOTTOM AND TOP SHALL CONTAIN 3).THE SEWER LINE FROM THE BUILDING CAST4RON PIPE TO THE SEPTICTANKAND O rn REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. 4).A MINIMUM DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE TO THE LEACHING POOLS)SHALL MEET OR EXCEED COMMERCIAL STANDARDS MAINTAINED. CLASS 2400 SEWER PIPE.OR AS TM STANDARDS FOR PLASTIC SEWER PIPE WITH A )7' In 4).ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. MINIMUM SDR 35 RATING. NO WATER ENCOUNTERED 5).AN 8'MIN.DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL /1 F 5).THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(MATH A SE MAINTAINED. 4).SUP-RING CONNECTORS OF THE PROPER TYPE SHALL BE USED AT THE CAST-IRON MAX.TOLERANCE OF+/-1/4')ON A MINIMUM 3'THICK BED OF COMPACTED JOINT. W SAND OR PEA GRAVEL DISTRIBUTION BOXES 5).THE SEWERWERNE-QUA FROM RTHE INCH BUILDING TO THE SEPTIC TANK N-OUT OR LL HAVE AEEVERYM On 6).A 10'MIN.DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. PITCH OF ONE-QUARTER TITER INCH PER FOOT AND ACLEAN-OUT OR MANHOLE EVERY FIFTY(50)FEET. NOTES: 1)-THE BASE AND WALLS OF THE DISTRIBUTION BOX SHALL BE MONOLITHICALLY 6).THE SEWER LINE FROM THE SEPTIC TANK TO THE LEACHING POOL(S)SHALL HAVE A CONSFINAL GRADING AND BACKFI LLI N G AND IN INSTALLED IUCTED OF APPROVED N ACCORDANCENWI THCED CONCRETE.FIBERGLASS.OR MANU MANUFACTURER'S INSTRUCTIONS IN IC MINIMUM PITCH OF ONE-EIGHT INCH PER FOOT. NOTES: ADDITION TO THESE REQUIREMENTS. 7).SEWER LINE TRENCHES)SHALL BE FIRMLY TAMPERED.ALL BACKFILL SHALL BE FIRMLY I).FINAL INSPECTION: TAMPERED BY HAND ABOUT THE PIPE.THE PIPE(S)SHALL BE SECURELY CEMENTED AT AT THE TIME OF COMPLETION,THE SYSTEM SHALL BE LEFT VISIBLE FOR INSPECTION. 2)•ALL OUTLETS FROM THE DISTRIBUTION BOX SHALL BE AT THE SAME LEVEL TO THE POINT OF ENTRY INTO THE SEPTIC TANK AND LEACHING POOL(S). PRIOR TO INSPECTION,THE BOTTOM OF THE PIPE TRENCH SHALL BE BACKFILLED INSURE THE EVEN DISTRIBUTION FLOW. WITH GRANULAR MATERIAL AND STABILIZED TO PROVIDE A FIRM BEDDING,THE 8).THERE SHALL BE NO BENDS IN THE SEWER UNES TO THE SEPTIC TANK.IF BENDS ARE PROPERTY LINES SHALL BE'STAKED'IN ORDER TO ASCERTAIN THAT THE SYSTEM 3).TO MINIMIZE FROST ACTION AND REDUCE THE POSSIBILITY OF MOVEMENT ONCE UNAVOIDABLE,THEN,FOR BENDS WITHIN THE FIRST TEN FEET FROM THE HOUSE IS LOUSED ON THE PROPERTY IN ACCORDANCE WITH THESE STANDARDS. INSTALLED.DISTRIBUTION BOXES MUST BE SET ON A BED OF SAND OR PEA FOUNDATION,THE SEWER LINE SHALL BE CONSTRUCTED OF CAST-IRON FROM THE GRAVEL AT LEAST 12 INCHES THICK. HOUSE FOUNDATION UP TO AND INCLUDING THE BEND.LONG SWEEP ELBOWS SHALJ BE USED AND BENDS SHALL NOT EXCEED FOURTY-FIVE(45)DEGREES AS MEASURED 2).BACKFILL AND GRADING: 4).THE DROP BETWEEN INLET AND OUTLET INVERTS SHALL BE AT LEAST TWO INCHES. ALONG THE AXIS OF THE STARTING PIPE.FOR BENDS FURTHER THAN TEN FEET FRO THE COMPLETEDAPPR SEEM SHALL BE BY THE EPAT COVERED WITH SUITABLE SOIL A BAFFLE I5 REQUIRED AT THE INLET SIDE OF THE BOX WHEN THE PITCH OF THE THE HOUSE FOUNDATION AN APPROVED MANHOLE COVER OR CLEAN-OUT SHALL SHALL BE GRAEDOSVASTODISOIZ THE DEPARTMENT OFINTO THE H.THE PIPE FROM THE SEPTIC TANK TO THE BOX EXCEEDS ONE-HALF INCH PER FOOT. BE INSTALLED. a�E SHALL BE GRADED SO AS TO MINIMIZE SURFACE DRAINAGE INTO THE SYSTEM.A MAXIMUM FIVE PERCENT SLOPE SHALL BE MAINTAINED FORA MINIMUM OF TWENTY 5).THE DISTRIBUTION BOX SHALL HAVE A MINIMUM INSIDE DIAMETER OF FOUR FEET. 9).ALL SEWER LINES SHALL BE STRAIGHT.WHEN SECTIONS OF PIPES ARE USED,THEY BEFORE FEET HORIZONTALLY FROM THE NEAREST EDGE OF THE LEACHING POOLS) SHALL BE OF THE SAME MATERIAL AND CONNECTED WITH COUPLINGS OF THE SAME `--) BEFORE TAPERING OFF TO PREVENT SEEPAGE OF THE LACHATE THROUGH THE TOE Q' 6).FINISHEDDISTRIBUTIONGRADE BOXES WITH BOTTOMS MORE THAN FOUR FEET IN DEPTH FROM MATERIAL THE COUPLINGS SHALL BE SECURELY INSTALLED AND WATERTIGHT. OR EDGE OF THE SLOPE.STEEP GRADES FURTHER THAN TWENTY(IOJ FEET FROM THE FINISHED GRADE ARE NOT PERMITTED. DIRECTIONAL CHANGES THROUGH THE USE OF APPURTENANCES MAYBE PERMITTED CACHING POOL(S)SHALL BE STABILIZED PURSUANT TO CODES. r4 IF ABSOLUTELY NECESSARY. �1' rrj 3).RETAINING WALLS: 7).THE DISTRIBUTION BOX SHALL BE PROVIDED WITH TWENTY-FOUR C INCH �✓ N 1--) IN CASES WHERE A MAXIMUM FIVE PERCENT SLOPE CANNOT BE MAINTAINED,THE DIAMETER.LOCKING,WATERTIGHT AND INSECT-PROOF CAST-IRON CODER 10).WHEN USING MORE THAN ONE TYPICAL LEACHING POOL,ALL SEWER LINES FROM /r�L.'�� [, UTILIZATION OF RETAINING.O0.OTHER MANS,MAYBE APPROVED.IN SUCH CASES, TO GRADE THE DISTRIBUTION BOX TO THE PDOIS,-SHALL BEST III THE DISTRIBUTION BOX Q THE RETAINING WALLS.OR OTHER MEANS SHALL BE REVIEWED BY ARCHITECT. AT THE SAME EIEVATION,..,'� �a.•y DRAWN: MH/MS �+ + SCALE: SEEPL JOB B: • December 22,2009 �g5 SHEET NUMBER: -2 :a REVISIONS: HEALTH 10/30/09 DEPT. SCHDS C,1_ ................. .............Z.0' REV. 12/27/09 O O n) PROPOSED 11 Lu '^ COV.PO OPEN SPACE N B B'11 O Ad 0 O `\ SCTM#1000-125.04.24.16 1 ,LpO � <� Ln RCA ITN: 09BIA3Q.F7ILOT co 11 `"• PROPOSED �. Z - R�SB2.68° ,,0 205.7 L ao.7 m1.P GAS •'•: Bu I G: 31 9.4 .F7. 10] GRADE) RONT M 220A SQ.FE. 0.7 \ 31 0 (SLAB ON EL 40.9 ATIO: .0 SQ. 1.4 nl Q LOT 23 4 31.8 SQ. . 33 1 Q $ , m, "n m a 1 B A 30.00' 0 0 o u Y " . 39.3' 3 iMs 1 a 0O 3 Di tP! y �1 AS BUILT En Lle I cL cu �1 SEPTIC SYSTEM n •"� d to _ 4 0 E PROPOSED W .0 LL'e.j o LOT 24 L ( e� a C7 b (VACANT) `�' -. ;1: ri ROPOSED P z �"' roc �: C_+ ® TEST HOLE . o bg E ��p 6wC ARAGD � [I•.� _ t' :�" �✓� � g \ � CL 37.L C ASPHALT ` CQ ,( ) LOT 22 DRIVEWAY ml �- j� Ci 41 Y (/ (� ` 0 (VACANT) OPEN SPACE 1 B F 3o.oD G .1, .; y,5 P' 1 L-2 N CI� sk SEPTIC SYSTEM LOCATIONS ' *=1 '� �`�� p £` ; AS BUILT {{ ..-t � 'a G SEPSIC SYSTEM °'_'� C`tf flf 4 SS O °'1 �p ..... m ,� „�:.. CCD a [� UTILITY x LOCATION A. 34s 23.a 47.a O c v BOXES ` i LOCATIONS: 14.a 17.a 31.a 1 .._ 'v ," R= 402.68D A a $ j e3 ;�' n ®PROPOSED L= 138.30' N � EL.39.3' w E f WATER METER V� ` O ci �c� C) y criPARTIAL SITE PLAN. BOXES EL 38.6 bWATFR METER PROPOSED 402.68° L=138.30' EL 39.3' C.B.® -� - e SCALE: 1" = 20'-0' LAUREL TRAIL SCTM# 1000-125-04-24.16 DWELLING WITH � to PUBLIC WATER r � rye a7 .4 Y U +may a a �1 P 1 _OUNT; Lei�, TF��f NT Q �' , ._t"�---, fQz.ti!It j-•'.Z i Si(�.• �. Q iU SITE PLAN — — ` .a�'�C' �ti}c � � 1•; .c;:. b5�1 a'�N ° ...r.•• :. .. .._. � DRAWN: MH/MS _ SCALE: SEE PLAN r ! a c �±' .n.7lct 'oNjs ''r ,_C.4:,i:•Ci 1;%lit' L3t�,� JOB#: SCALE: 1" 40'-0' i s2 L`.:ic u? ;7: _ .::i7r' ?tf 1-�Tra1 ti1:� ��� " C'sUT..a ?'C%1111CJ 10 MBy17.2012 SHEET NUMBER: MEETS AND BOUNDS TAKEN FROM SURVEY BY: PECONIC SURVEYORS,P.C.(631)765-1797 e !!! DATED: 'rdd f F L!;jSii, P', ' I SURVEYED:OCTOBER 19,2009 W E r . \\ rJ 16) N ijv F SURVEY OF PROPERTY AT MA TTIT UCK TOWN OF SOUTHOLD �R"z SUFFOLK COUNTY N. Y, . �-j CD �4j- 1000-125-04-24.16 SCALE- 1'=30' OCTOBER 19, 2009 o R� AUGUST 5, 2010 (FOUNDATION LOCATION) 2 1 �o � � r cs� ry � IV � J Ch \ o G�• 4• • \ f ice, ,.,y, TEST HOLE DATA BY MCDONALO GEOSCIENCE OCTOBER 21, 2009 \ MIXED SAND AND LOAM rah \ �Q PALE BROWN FINE TO COARSE SAND SW tK PALE BROWN FIN£SAND SP p.L 17' / Elevations referenced to an assumed datum. LOT NUMBERS REFER TO "MAP OF LAUREL LINKS" FILED 1N THE SUFFOLK COUNTY CLERK'S OFFICE ON NOVEMBER 23, 2001 AS FILE NO. 10712. I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES vtry'`y and will abide by the conditions set forth therein and on the c, a` '- 1_ permit to construct. ` The location of water lines and cesspools shown hereon are from field observations and or from data obtained from others. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATIONyL' �t�110. 49618 OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. P CONIC SLI RS;`- :C EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CERTIFICATIONS - � �_ HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF (631) 765-50 6�i 1 x 1) 765-1797 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR P.O. BOX 909 _.... KHOSE SIGNATURE APPEARS HEREON. AREA=30,961 SO. ET. d ELER STREET SOUTHOLY. 11971 09_195 N. Y. 11971 S.C.D.H.S. REFERENCE NUMBER RO-09-0065. N SURVEY OF PROPERTY A T MA TTITUCK Z-4 TOWN OF SOUTHOLD & SUFFOLK COUNTY, 1000-125-04-24.16 SCALE 1'--30' OCTOBER 19, 2009 F-1 ' y25�� AUGUST 5, 2010 (FOUNDATION LOCH 7ION) *32• OCTOBER 6, 2011 (FINAL) ' Il� I L MAY 11, 2012 (SEPTIC SYS7EM LOCH IION) L_ N Cf 0� , .. ��J PAP o 'gyp_ ,wtenn � i O Afl' SS 9 N 01 .40 �+ b v. TEST HOLE DATA BY MCDONALD GEOSCIENCE w= e OCTOBER 21. 2009 MMM SAND AND LOAM PALE NROMN ME TD OL44RSE SAw SM PALE BROW ME SAND 90 17' Elevations referenced to an assumed datum. LOT NUMBERS REFER TO "MAP OF LAUREL LINKS" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON NOVEMBER 23, 2001#AS. FILE NO. 10712. l am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE StWAGE , Z,•i- DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. The location of water lines and cesspools shown hereon are '- from ' f/e/d observations and or from dgta obtained from others. ANY ALTERATION OR ADDITION TO THIS SURVEY/S A WOLA77ON _ c N. Y.S. LIC. NO. 49618 OF SEC710N 7209 OF THE NEW YORK STALE EDUCATION LAW. CON/C'S YORS, P.C. EXCEPT AS PER SEC110N HIS MAP CO 2. ALL CERAFl ONLY IF 6.31) 765-5020 FAX P.C. 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY lF P.O. BOX 909 SAID MAP OR COP/ES BE THE IMPRESSED SEAL OF THE SURVEYOR AREA a •7'G71 �7Vf, �� WHOSE SIGNATURE APPEARS HEREON �7V. , 12JO TRA VELER STREET SOUTHOLD, N. Y. 11971 09-195 ,� _ ' t r •� r •r.. ^*r.. ,ery ^�. ^r.� ,.ram . REVISIONS: REVIEW SET 12/15/2009 BID SET 12/17/2009 PERMIT SET 04/12/2009 OPEN SPACE 150' RADIUS TEST HOLE DATA FROM SEPTIC Fs_CTm7# =0-125-04-24.16 f-� r DATA SUPPLIED BY: McDONALD GEOSCIENCE �' �\ LOCATION: AREA: LOT COVERAGE: BOX 1000 S O U T H O L _ 582 68° L= 205� 9, PROPERTY: 30961.0 SQ. FT. D, NY 11791 (631 ) 765 3677 R- / BUILDING: 3159.4 SQ. FT. 10.2% \ FRONT PORCH: 220.4 SQ. FT. 0.7% REAR PATIO: 752.0 SQ. FT. 2.4% EL.40.9' / LOT 23 \ TOTAL: 4131.8 SQ. FT. 13.3% O to MIXED SAND AND LOAM --- 3 / 50.3 ,Ul /PALE BROWN FINE TO COARSE SAND \ �o PROP SE ATI 39.3' •`-'��-�� , 0 2. �1 SW iv N N 1 � 1 13.1' PROPOSED M DO NOT PROC. D WITH 2 HOUSE r• �-��� � � 9 2 STY. I%rtf 17<�, .�,a EL.Y Q � FRRMING1U' - � . Q�nTION �: OF FOUNC SRO\JED, CLOSr./a�� �u3T0 CODE a r E i 'rl m HAS Gc� • h UPON CICMPLETION BEFORE "WATER" x O O SP n POSED 00 APPR�ED AS NOTED H . 1/1 PALE BROWN FINE SAND / 5,T - _ ----...............2.0' O PRO `rN 1 N co R Zs.a LOT 24 DATE-- (VACANT) i" B.P. # S � LZ7 ° OFEE' 5',S% � rTl s ` Fr--I Ln BY - 3, o m PROPOSED �' NOTIFY BUILDING DEPARTMENT AT W 17' o �� GAR�E Z C� 69 FOLLOWING INSPEC IONS: FOR THE NO WATER ENCOUNTERED O� ` �'mU (SLAB ON GRADE) 1. FOUNDATION- 0 REQUIRED W ' OR POURED CO RETE LOT 22 ,S �� 2. ROUGH-FRAMING,PLUMBING, O z PROPOSED �M i: (VACANT) OPEN SPACE ASPHALT 30.00' STRAPPING,ELECTRICAL&CAULKING DRIVEWAY a�� �� A J B 3. INSULATION a ? 1 0 o FINAL-CONSTRUCTIO�(&ELECTRICAL I moo` o SEPTIC SYSTEM LOCATI01� MUST BE COMPLETE FOR C.O. � LP LP ALL CONSTRUCTION SHALL MEET THE PROPOSED SEPTIC SYSTEM DETAIL00 13 Od OG ","$'"" © sT 1 2 REQUIREMENTS'OF THE CODES OF NEW 5 GALLON e' x B'deep YORK STATE. NOT RESPON IBLE FOR SLPTI C TANK LfACAfHINGPOOL TN . I LOCATION A: 14,3' 14.9' 27.9, DESIGN OR CONSTRUCTION ERRORS. \ ar' `` PROPOSED •'� SEPTIC SYSTEM cAaaaLeoaNea FINISHED GRADE:39.0' ` p0� ® LOCATION B: 36.4' 24.3' 44.1' RETAIN STORM WATER RUNOFF o. �o• E P GARAGE CORNER PURSUANT TO CHA TER 236 1'-0"MIN. ' MIN.IU SEPERATION ` O EL.39.2' OF THE TOWN COD •�38.0'--- - - - - _. - � � � l 50 RADIUS 1 BETWEEN SEPTIC SYSTEM � TEST HOLE HOUSE 46.6'-1/4";1'-CO"PITCH - - �? 3'CLEAN • 4"DIA.APPROVED PIPE 37.0 _ _ SAND COLLAR."' AND WATER LINE REQUIRED Ln l 50' RADIUS .36.5' 8.0'--1/8":V-0"PITCH - = ;= FROM SEPTIC 4"DIA.APPROVED PIPE 36 , FROM SEPTIC UTILITY 8'SEPTIC TANK ❑0 ❑ ❑ go BOXES Q� ~ (1,500 GAL.) ❑❑ ❑ ❑ R= 402.68° �j • ®PROPOSED 1= 138.30 EL.39.3' oOccult ,&I,!GY L OR EL.38.6 C B ® WATER METER I 1 USE IS UM_ WFUL- o -1 28.'4' WITHOUT ERTIFICATE a -B'DEEP X 8'LEACHING POOLS OF ANCY �� H (2 TOTAL) Y-0"MIN.TO UNDER'Ni IT I S CERTIFICATE GROUND WATER \ QUIRED P� NO WATER ENCOUNTERED LAUREL TRAIL a u-- 1 PET 71HE REQU„ E C OF NEV,' I�31 ,:� PLUMBING MINIMUM SEPERATION DISTANCE TO SEWAGE DISPOSAL SYSTEM ALL PLUM INCWASTE NOTES: pI U '' EPTIFICATION/ &WATER LINES NEED o BEFORE TESTING BEFORE COVENING BUILDING WELLS(1) DWELLING WITH �( 1 �% ; :+? v "I_ N v E 1. DISTANCES BETWEEN LEACHING POOLS AND WELLS ARE BASED UPON DEPTH OF THE WELL(S)INVOLVED OR REALTY SUBDIVISION PUBLIC WATER C ;- OG NCY �' - r .: G +u REQUIREMENTS.REFER TO"STANDARDS AND PROCEDURES FOR PRIVATE WATER SYSTEMS". \ G:.- FROM THE PRROPERTY WATER LEACHING STORM SURFACE SWIMING t CELLAR SLAB PUBLIC PRIVATEn;/�TER p Ln 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 OF Sc.�L -' '-' ` . `, -NOT P� � � o ENVIROMENTAL CONSERVATION PRIOR TO ISSUANCE OF SUFFOLK COUNTY APPROVAL. w���r / '� LEAD. C O X �C o SEPTIC TANKS 10, S' S' 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, \ EXCEED �/ ' '° " '64W. u x PROVIDED THE WATER LINE IS PROTECTED FROM CONTAMINATION OR DISTURBANCE(eg.INSTALLATION OF LINE INSIDE A v U s~ \ / LEACHING POOLS 10' 10' S' 10' 8' LARGER DIAMETER LINE FOR PROTECTION). u 20' 2D0' lOD'/150' 100' 20' p 4.INCREASED DISTANCE MAY BE REQUIRED BASED UPON SITE CONDITIONS. \ / r U LEACHING POOL 10' 10' 5' 10' 8' 20' 200' 20' 1 (" /y�v Q� �� % Ln r NO CLOSER THAN EXISTING �` u ` v� �_t t,�• m UADDITION POOL OR 100u - } r l50 RADIUS SITEPREPERATION: cc y v FROM SEPTIC N w SEPTIC TAIN K LEACHING POOLS _ 1). EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS OF UNDERGROUND WIRES, SEWER LINE RE U I RE M E NTS _� ^�'�� CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICAII-ION FROM UTILITY p•+ NOTES: NOTES: '. COMPANIES THAT THE AREA IS CLEAR. 1).MINIMUM SEPTIC TANK CAPACITIES IS 1500 GALLLONS. 1).MINIMUM LEACHING SYSTEM IS 2 POOLS;8'DEEP,B'DIA. NOTES: d" 1).ALL SEWER LINES SHALL BE A MINIMUM OF FOUR INCHES IN DIAMETER. 2).CONTRACTOR AND EXCAVATOR SHALL INSPECT PROPERTY FOR EXISTING UTILITIES 2).CONCRETE SHALL HAVE A MINIMUM COMPRESSSIVE STRENGTH OF 3000 psi AT 2).LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE BEFORE EXCAVATION BEGINS.ANY DIGGING WITHIN 24 ICI IES OF UTILITY MUST 28 DAYS. (OR EQUAL). 2).THERE SHALL BE A LENGTH OF CAST-IRON SEWER LINE EXTENDING THROUGH THE t ; - r BE DONE BY HAND. t1] FOUNDATION TO A POINT A MINIMUM OF TWO FEET BEYOND THE FOUNDATION WAQL - W 3).WALL THICKNESS SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF 6"AND A 3).ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). �', ,s 3).CLEAR THE SITE AT LEAST 20-25 FEET(IF APPLICABLE)FROM THE FOUNDATION. H BOTTOM THICKNESS OF 4",ALL WALLS,BOTTOM AND TOP SHALL CONTAIN 3).THE SEWER LINE FROM THE BUILDING CAST-IRON PIPE TO THE SEPTIC TANK AND ? A).CUT UP TREES(VERIFY WITH OWNER)AND HAUL THEM AWAY, REINFORCING TO RESIST AN APPLIED FORCE OIF 300 psf. 4).A MINIMUM DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE TO THE LEACHING POOL(5)SHALL MEET OR EXCEED COMMERCIAL STANDARDS z t ,/ B).CHIP BRUSH. U MAINTAINED. CLASS 2400 SEWER PIPE,OR ASTM STANDARDS FOR PLASTIC SEWER PIPE WITH A r C,TQ.REMOVE STUMPS AND HAUL THEM AWAY. Q 4).ALL JOINTS SHALL BE SEALED 50 THAT THE TA1�UK IS WATERTIGHT. MINIMUM SDR 35 RATING. I *'1..A•''_31 TE PLAN 5).AN 8'MIN.DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL cy 1 4).RETAIN AS MUCH TOP SOIL AS POSSIBLE TO PRESERVE THE ENVIROMENTAL 5).THE SEPTIC TANK SHALL BE INSTALLED AT LEVELL IN ALL DIRECTIONS(WITH A BE MAINTAINED. 4).SLIP-RING CONNECTORS OF THE PROPER TYPE SHALL BE USED AT THE CAST-IRON SCALE: 1" - 20'-0' QUALITY OF THE PROJECT SITE. MAX.TOLERANCE OF+/-1/4")ON A MINIMUMI 3"THICK BED OF COMPACTED JOINT. SAND OR PEA GRAVEL. r 5).WHEN THE TOP SOIL IS PRESERVED,TILL THE SOIL FIRST,AN b THEN REMOVE N 5).THE SEWER LINE FROM THE BUILDING TO THE SEPTIC TANK SHALL HAVE A MINIMUM J TO A SAFE LOCATION WITH A FRONT END LOADER, 6).A 10'MIN.DISTANCE BETWEEN SEPTIC TANK AISVD HOUSE SHALL BE MAINTAINED. DISTRIBUTION BOXES PITCH OF ONE-QUARTER INCH PER FOOT AND A CLEAN-OUT OR MANHOLE EVERY FIFTY(50) FEET. �- 6). FOUNDATION EXCAVATIONS SHOULD BE AS LEVEL AS POSSIBLE.SET ELEVATION P4 i 5` NOTES: BENCH MARK PRIOR TO EXCAVATION. 1).THE BASE AND WALLS OF THE DISTRIBUTION BOX SHALL BE MONOLITHICALLY 6).THE SEWER LINE FROM THE SEPTIC TANK TO THE LEACHING POOL(S)SHALL HAVE A d AREA: SIZE: LOT COVERAGE: RADING A►N D BAC KFI LLI N G CONSTRUCTED OF APPROVED REINFORCED CONCRETE,FIBERGLASS,OR PLASTIC MINIMUM PITCH OF ONE-EIGHT INCH PER FOOT. .' 7).OVER DIG FOUNDATION HOLES GIVE PLENTY OF ROOM FORA WELL- AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS IN �� ' r� PROPERTY SIZE: 30646.2 SQ. FT. DRAINING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK. to FINAL G ADDITION TO THESE REQUIREMENTS. 7).SEWER LINE TRENCH(ES)SHALL BE FIRMLY TAMPERED.ALL BACKFILL SHALL BE FIRMLY p 4 A).IF THE DEPTH OF EXCAVATION IS 6 FEET OR LESS,OVER DIG BY 3-4 FEET. NOTES: TAMPERED BY HAND ABOUT THE PIPE.THE PIPE(S)SHALL BE SECURELY CEMENTED AT B).IF THE EXCAVATION IS DEEPER THAN 7 FEET,THE SIDES MUST BE SLOPED 1).FINAL INSPECTION: OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEET OR INSTALL SHORING. Q' 2).ALL OUTLETS FROM THE DISTRIBUTION BOX SHALL BE AT THE SAME LEVEL TO THE POINT OF ENTRY INTO THE SEPTIC TANK AND LEACHING POOL(S). �, U AT THE TIME OF COMPLETION,THE SYSTEM SH{ALL BE LEFT VISIBLE FOR INSPECTION. INSURE THE EVEN DISTRIBUTION FLOW. BUILDING: 3167.0 SQ. FT. 10.3 PRIOR TO INSPECTION,THE BOTTOM OF THE IP1PE TRENCH SHALL BE BACKFILLED 8).THERE SHALL BE NO BENDS IN THE SEWER LINES TO THE SEPTIC TANK.IF BENDS ARE 8).HILLSIDE EXCAVATION:EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE-THE WITH GRANULAR MATERIAL AND STABILIZED T-O PROVIDE A FIRM BEDDING.THE 3).TO MINIMIZE FROST ACTION AND REDUCE THE POSSIBILITY OF MOVEMENT ONCE UNAVOIDABLE,THEN,FOR BENDS WITHIN THE FIRST TEN FEET FROM THE HOUSE o ANGLE AT WHICH THE SLOPE IS STABLE,USSUALLY BACK TO A SLOPE OF 2:1 PROPERTY LINES SHALL BE"STAKED' IN ORDER TFO ASCERTAIN THAT THE SYSTEM PORCH: 215.8 SQ. FT. 07 /o (VERIFY SOIL CONDITIONS). IS LOCATED ON THE PROPERTY IN ACCORDANCE WITH THESE STANDARDS. INSTALLED,DISTRIBUTION BOXES MUST BESET ON A BED OF SAND OR PEA FOUNDATION,THE SEWER LINE SHALL BE CONSTRUCTED OF CAST-IRON FROM THE . GRAVEL AT LEAST 12 INCHES THICK. HOUSE FOUNDATION UP TO AND INCLUDING THE BEND.LONG SWEEP ELBOWS SHALL A).AN UNSHORED VERTICLE CUT SHOULD NOT EXCEED 5 F EET ON A SLOPED SITE. BE USED AND BENDS SHALL NOT EXCEED FOURTY-FIVE(45) DEGREES AS MEASURED PATIO: 752.3 SQ. FT. 2.59/O 2). BACKFILL AND GRADING: 4).THE DROP BETWEEN INLET AND OUTLET INVERTS SHALL BE AT LEAST TWO INCHES. ALONG THE AXIS OF THE STARTING PIPE.FOR BENDS FURTHER THAN TEN FEET FROM 9).PROTECT GRASS,TREES AND OTHER PLANTS WHENEVER POSSIBLE. k THE COMPLETED SYSTEM SHALL BE BACKFILLED AND COVERED WITH SUITABLE SOIL A BAFFLE IS REQUIRED AT THE INLET SIDE OF THE BOX WHEN THE PITCH OF THE THE HOUSE FOUNDATION AN APPROVED MANHOLE COVER OR CLEAN-OUT SHALL FOLLOWING APPROVAL TO DO SO BY THE DEPARTMENT OF HEALTH.THE PROPERTY PIPE FROM THE SEPTIC TANK TO THE BOX EXCEEDS ONE-HALF INCH PER FOOT. BE INSTALLED. 10).DO NOT CLEAR OR EXCAVATE LARGE AREAS TO FAR IN AE)VANCE TIN; SHALL BE GRADED SO AS TO MINIMIZE SURFACIE DRAINAGE INTO THE SYSTEM.A TOTAL: 4135.1 SQ. FT. 13.5% DISTURB VEGETATION ONLY AS NEEDED,THEN RESEED OR,RE, MAXIMUM FIVE PERCENT SLOPE SHALL BE MAIt`VTAINED FOR A MINIMUM OF TWENTY PRACTICAL. ^.' 5).THE DISTRIBUTION BOX SHALL HAVE A MINIMUM INSIDE DIAMETER OF FOUR FEET. 9).ALL SEWER LINES SHALL BE STRAIGHT.WHEN SECTIONS OF PIPES ARE USED,THEY (20) FEET HORIZONTALLY FROM THE NEAREST EDGE OF THE LEACHING POOL(S) k?•: ..�; s � �, DRAWN: MH/MS SHALL BE OF THE SAME MATERIAL AND CONNECTED WITH COUPLINGS OF THE SAME %, BEFORE TAPERING OFF TO PREVENT SEEPAGE OF THE LEACHATE THROUGH THE TOE 11).LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SI T D °OVE ' 6). DISTRIBUTION BOXES WITH BOTTOMS MORE THAN FOUR FEET IN DEPTH FROM MATERIAL.THE COUPLINGS SHALL BE SECURELY INSTALLED AND WATERTIGHT. Pr„ SCALE: (SEE PLAN) OR EDGE OF THE SLOPE.STEEP GRADES FURTHEER THAN TWENTY(20) FEET FROM THE UNCLEARED AREAS.PROTECT UNCLEARED AREAS WIT TE IIN R TH .� LEACHING POOL(5)SHALL BE STABILIZED PURSUTANT TO CODES. FINISHED GRADE ARE NOT PERMITTED. DIRECTIONAL CHANGES THROUGH THE USE OF APPURTENANCES MAY BE PERMITTED T = JOB#: IF ABSOLUTELY NECESSARY. BARRIERS.PLACE BARRIERS AROUND THE DRIP-LINE O '� "FOfik +FW 'R ��• TO THE ROOT SYSTEM.IF A PERMANENT DRIVE CAN T BE INST LET-, I+LsJ E April 12,2010 3).RETAINING WALLS; 7).THE DISTRIBUTION BOX SHALL BE PROVIDED WITH TWENTY-FOUR(24) INCH a CONSTRUCTION BEGINS,A TEMPOARY GRAVEL DRIVEW�i, HOUL _$ )lSCt �D SHEET NUMBER: IN CASES WHERE A MAXIMUM FIVE PERCENT SLLOPE CANNOT BE MAINTAINED,THE DIAMETER,LOCKING,WATERTIGHT AND INSECT-PROOF CAST-IRON COVER 10).WHEN USING MORE THAN ONE TYPICAL LEACHING POOL,ALL SEWER LINES FROM yj UTILIZATION RE RETAINING,OR OTHER PERCENT SLt ,MAY BE APPROVED.IN SUCH CASES, TO GRADE. THE DISTRIBUTION BOX TO THE POOLS SHALL BE SET IN THE DISTRIBUTION BOX WHERE VEHICLES ENTER THE JOB SITE, p AT THE SAME ELEVATION. z THE RETAINING WALLS,OR OTHER MEANS SHALL BE REVIEWED BY ARCHITECT. PAINTER TO PIKIME 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 MANUFACTURIER'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: REVIEW SET 12/15/2009 BID SET 12/17/2009 PERMIT SET 04/12/2009 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 REGIULATIONS 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). INSTRUCTIONIS TO BIDDERS BE VERIFIED PRIOR TO PLACEMENT OF FORMS.WHEN THE SOIL BEARING VALUE INDICATED HAS NOT BEEN REACHED AT THE DEPTH • ALL EXTERIOR WALL SHEATHING TO BE 5/8" APA RATED EXPOSURE I 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 DESICRIBED BY THESE PLANS AND SPECIFICATIONS. ANYTHING OMITTED WHICH IS NECESSARY FOR THE COMPLETION OF WATER LEVEL ASSUMED BELOW LOWEST CONSTRUCTION. ALL FOOTINGS SHALL REST ON UNDISTURBED SOIL. WHERE FOOTINGS WET FROM EXPOSURE. THE WORK OR 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. • ALL HEADERS UNDER 4'-0" SHALL BE SUPPORTED WITH STUD AND JACK STUD EACH SIDE. OVER 4'-0" SHALL BE SUPPORTED WITH SPECIFICATIONS, lT'HE BIDDER SHALL BASE THE BILL ACCORDINGLY. IF THE BIDDER ELECTS TO SUBSTITUTE A SIMILAR PRODUCT FOR OF MATERIALS. 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• SOLID BLOCKING SHALLLL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS NOTED. ALL DOOR JAMBS REQUIRE SOLID BLOCKING EACH SIDE, OR AS NOTED. SAMPLES, AND THE COST DIFFERENTIA!OF THE SUBSTITUTE FOR APPROVAL. • LOCKING TYPE GRAVEL TO BE USED FOR ALL WALKWAYS AND DRIVEWAYS.BE USED 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. • NO WOOD CHIPS AV BELOW IN THE FLOOR SYSTEMS WHEN WALL 1S PARALELL WITH JOISTS. • ALL SOIL TO REMAIN STOCKPILED AT SITE UNTIL OWNER APPROVES REMOVALFROM SITE. • ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVINIZED METAL PLATE CONNECTORS BY "SIMPSON" OR • ALL SITE DISTURBANCE THAT REQUIRES DIGGING SHALL BE PRECEDED BY UNDERGROUND UTLITY STAKEOUTS BY THE CONTRACTORS DISTUBING THE SITE AND FORWARDED TO THE ARCHITECT AND OWNER. THUS INCLUDES BUT IS NOT LIMITED TO MASONRY APPROVED EQUAL. CONTRACTORS, GENERAL CONTRACTORS, PLUMBING CONTRACTORS AND ELECTRICAL CONTRACTORS. • WHEN USING ENGINEERED LUMBER, MANUFACTURES SPECIFICATIONS TAKE PRECEDENCE UNLESS BUILDING CODES REQUIRE 2). AGREEMENT (FORMS • ALL UNDERGROUND SERVICES INSTALLED OR EXISTING WILL BE DRAWN TO SCALE ON PLAN AND PROVIDED TO THE ARCHITECT STRICTER SPECIFICATIONS. NAILING SCHEDULE DESCRIBES SPACING, SIZE, AND QUANTITY OF FASTENERS. ALL EXTERIOR NAILS SHALL BEFORE FINAL PAYMENT IS APPROVED, OR AS SOON AS WORK IS COMPLETED( IF 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 DIEPTH 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 • ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED PER MANUFATURER'S SPECIFICATIONS. WEB BE VERIFIED PRIOR TO PLACEMENT OF FORMS.WHEN THE SOIL BEARING VALUEE INDICATED HAS NOT BEEN REACHED AT THE DEPTH STIFFENERS SHALL BE REQUIRED AT ALL LOAD BEARING POINTS AT A MINIMUM, A SINGLE 1-3/4" RIM JOIST SHALL BE REQUIRED AT 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 OWNERS AND MAKE NECESSAY ARRANGEMENTS TO EXCAVATE ALL HEATING,VEINTILATION, AIR CONDITIONING, PLUMBING AND ELECTRICAL SYSTEMS INCLUDING WORKMANSHIP, EQUIPMENT FLOOR PERIMETERS, UNLESS OTHERWISE NOTED. HANDELING, STORAGE AND ERECTION OF COMPONENTS SHALL BE PER TO THE DEPTH REQUIRED FOR PROPER SOIL BEARING. 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 SHALLL REST ON UNDISTURBED SOIL. WHERE FOOTINGS MANUFACTURERS RECOMMENDATIONS. O • ALL MULTIPLE MICROLAM PRODUCTS TO HAVE 2 ROWS OF 1/2" DIAMETER MACHINE BOLTS AT 12" O.C., LOCATED 2" FROM THE TOP Z OWNER WITH ALL GAURANTEES NOTED ABOVE UPON COMPLETION OF THE WORK AND SHALL REPLACE ANY DEFECTIVE WORK ABUTT CELLAR WALLS THEY SHALL BE TIED TO WALLS WITH STEEL REBAR AND VVALL TIES. & BOTTOM MEMBER, OR AS NOTED.WASHERS AND NUTS SHALL BE USED. WITHOUT ANY EXPENSE TO THE OWNERS AND PAY FOR ALL DAMAGE TO OTHER PARTS OF THE BUILDING CAUSED BY THE REPAIR. THE CONTRACTOR SHALL REPLACE DEFECTIVE WORK WIHING 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. F�•T-�I • ALL STUMPS AND DEBRIS TO BE TRUCKED AWAY FROM SITE. • LOCKING TYPE GRAVEL TO BE USED FOR ALL WALKWAYS AND DRIVEWAYS. w • NO WOOD CHIPS TO BE USED IN OR NEAR FOUNDATION AS BACKFILL. W 3). INSURANCE • ALL SOIL TO REMAIN STOCKPILED AT SITE UNTIL OWNER APPROVES REMOVA',L FROM SITE. o a • ALL SITE DISTURBANCE THAT REQUIRES DIGGING SHALL BE PRECEDED BY UNDERGROUND UTLITY STAKEOUTS BY THE CONTRACTORS DIVISION 7: THERMAL AND MOISTURE PROTECTION 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. TW1S INCLUDES BUT IS NOT LIMITED TO MASONRY O INSURANCE REQIUIRED BY LAW AND/OR AS AGREED UPON WITH THE OWNER. THE CONTRACTOR MUST REVIEW THE POLICIES AND CONTRACTORS, GENERAL CONTRACTORS, PLUMBING CONTRACTORS AND ELECTRICAL CONTRACTORS. • BASEMENT WALLS TO BE WATERPROOFED WITH LOW V.O.C. WATERPROOF COATING OR AS NOTED. SHALLER. ' ALL UNDERGROUND SERVICES INSTALLED OR EXISTING WILL BE DRAWN TO SCALE ON PLAN AND PROVIDED TO THE ARCHITECT • INSULATE ALL INTERIOR WALLS. BEDROOM INTERIOR PARTITION WALLS TO HAVE SOUND INSULATION. EXTERIOR WALLS, THE OWNER SHALL N THE COVERAGE L LL N OF THOSE POLICIES WITH THE OWNER AND IF NECESSARY MODIFY THOSE POLICIES TO SATISFY THE OWNER. BE LIABLE OR RESPONSIBLE FOR ANY ACCIDENT, INJURY, LOSS OR DAMAGE HAPPENING OR OCCURlRING BEFORE FINAL PAYMENT IS APPROVED, OR AS SOON AS WORK IS COMPLETED) IF REQUESTED. INCLUDING AT GARAGE,TO BE INSULATED WITH KRAFT FACED INSULATION (PAPER SIDE TOWARDS LIVING SPACE SIDE). INSULATE A-1 DURING THE TERMM 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 DIEPTH INDICATED ON PLANS. ACTUAL CONDITIONS TO • SIDING TO BE No. 1 18" RED CEDAR RJR 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 OWNEERS 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 SHALLL 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. • ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY CONTRACTOIR PRIOR TO START OF CONSTRUCTION AND ORDERING GENERAL CONDITIONS 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 IN OR NEAR FOUNDATION AS BACKFILL. DIVISION 8: DOORS AND WINDOWS 1). SUMMARY OF WORK • ALL SOIL TO REMAIN STOCKPILED AT SITE UNTIL OWNER APPROVES REMOVAkL FROM SITE. a • ALL SITE DISTURBANCE THAT REQUIRES DIGGING SHALL BE PRECEDED BY UNDERGROUND UTLITY STAKEOUTS BY THE CONTRACTORS 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 (1F PROVIDED). DOOR AND WINDOW Z THE CONTRACTOR SHALL INCLUDE AND PROVIDE FOR ALL LABOR, MATERIALS, EQUIPMENT, TRANSPORTATION, TAXES, ETC. CONTRACTORS, GENERAL CONTRACTORS, PLUMBING CONTRACTORS AND [ELECTRICAL CONTRACTORS. HARDWARE TO BE DETERMINED. R NECESSARY OR REASONABLY INCIDENTAL TO THE PROPER COMPLETION OF THE ENTIRE PROJECT UNLESS SPECIFICALLY NOTED AS . ALL UNDERGROUND SERVICES INSTALLED OR EXISTING WILL BE DRAWN SCCALE ON PLAN AND PROVIDED TO THE ARCHITECT • ALL OPENINGS TO BE SUPPLIED APPLIED EXTENSION JAMBS BY MANUFACTURE. 14 � U BEING THE RESPONSIBILITY OF OTHERS. MATERIALS, EQUIPMENT AND WORKMANSHIP SHALL BE NEW AND OF THE BEST OF THEIR BEFORE FINAL PAYMENT IS APPROVED, OR AS SOON AS WORK IS COMPLETED IF REQUESTED. ALL EXTERIOR OPENINGS 70 BE STRAPPED PER CONSTRUCTION DETAILS. RESPECTIVE KIN[ UNLESS OTHERWISE NOTED. THE CONTRACTOR WILL SOLELY RESPONSIBLE TO EXECUTE ALL WORK IN SUCH A a MANNER AS TO PROTECT THE SAFETY OF THE WORKERS AND THE PUBLIC. ANY DAMAGE OR DISRUPTION TO PREEXISTING SURFACES, AREAS AND/OR STRUCTURES RESULTING FROM CONSTRUCTION SHALL BE REPAIRED TO THE ORIGINAL CONDITION BY CONTRACTOR. • THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK INCLUDING THAT OF HIS SUBCONTRACTORS. N a • ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF THE WORK AND DIVISION 3: CONCRETE H DIVISION 9: FINISHES � ORDERING OF MATERIALS • THE CONTRACTOR SHALL, 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 STEINGTH 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 A1ND MAINTAINANCE MANUALS PROVIDED FOR THE OWNER IN 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 SHALL SECURE AND THE OWNER SHALL PAY FOR ALL PERMITS, REQUIRED INSPECTIONS, BORINGS,TESTING, BENJAMIN MOORE UNLESS OTHERWISE NOTED.VERIFY COLORS WITH OWNERS. UTILITY CONMECTION FEES, RELATED FEES OR CHARGES, FINAL SURVEY (AS BUILT) AND THE CERTIFICATE OF OCCUPANCY CONTRACTOR WILL COMPLY WITH THE APPLICABLE PROVISIONS OF ALL CODEES, STANDARDS AND SPECIFICATIONS REFERENCED IN • BATHROOM WALLS AND CEILINGS TO BE SEMI-GLOSS PAINT. ALL OTHER ROOMS TO BE LOW-LUSTER UNLESS OTHERWISE SPECIFIED BY OWNERS. THIS SECTION: • AC1531: BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES • FINISH COAT OF ALL INTERIOR AND EXTERIOR WOOD TRIM, DOORS, ETC.TO BE BRUSH COAT. �, 4 o • AC1531R: COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRZY STRUCTURES x � u • AC1530.1: SPECIFICATION FOR MASONRY CONSTRUCTION m 2). ALLOWANCEES • ASTMC-90: LOAD BEARING MASONRY UNITS v 0 MAY BE TENDERED BY THE CONTRACTOR IN ORDER ' ASTMC-129: NON LOAD BEARING MASONRY UNITS }� STIPULATED SUM, OR OTHER FORM OF PRICING MASONRY UNITS G z w U x WHERE APPLICABLE: UNIT PRICE, STIP ASTMC-140: TESTING CONCRETE TO COMPLETE A BID AND SHALL BE CLEARLY INDENTIFIED. • ASTMC-744: SPECIFICATIONS FOR PRE-FACED CONCRETE AND CALCIUM SILICATE MASONRY UNITS DIVISION 10: SPECIALTIES00 TECHN ICAL NOTES ON BRICK CONSTRUCTION " \ • • PROVIDE ALLOWANCES FOR ALL KITCHEN CABINETS, BATH VANITIES, COUNTER TOPS, BUILT-INS AND FIREPLACE MANTLES 4 4 " • NCMA: TEK BULLETINS INCLUDING INSTALLATION. z to U 21 3). COORDINATION ~ N cu I cu THE ARCHITECT IS AVAILABLE TO THE OWNER AND CONTRACTOR FOR CONSULTATION REGARING THE INTENT OF THESE PLANS AND DIVISION 5: METALS DIVISION 11: APPLIANCES SPECIFICATION5 AND ANY DEVIATION FROM THEM SHALL BE REPORTED TO THE ARCHITECT. FOR CONSIDERATION, IN WRITING PRIOR TO COMIMENCEMENT OF THE WORK. FINAL DECISIONS TO ACCEPT NON-CONFORMING WORK OR CHANGES WITH RESPECT THE STRUCTURAL STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHTECT 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 APPRCOVED. GENERAL CONTRACTOR TO INCLUDE ALL APPLIANCES AND INSTALLATION AS PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE • DO NOT SCAL-E DRAWINGS, DIMENSIONS GOVERN OVER SCALE. IT 1S THE RESPONSIBILTY OF ALL CONTRACTORS AND/OR THEIR • ALL STRUCTURAL STEEL SHALL BE A36 STEEL CONFORMING TO ASTM SPECIFICATIONS. AFFIDAVIT TO BE FILED WITH THE BUILDING ALL WARRANTIES, INVOICES, SPARE PARTS, ETC. TO OWNERS AT COMPLETION OF PROJECT. Em�REPRESENTATIIVES AND EMPLOYEES TO BRING ALL DESCREPANCIES TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. IIIDEPARTMENT UPON REQUEST. � • UNAUTHOROED ALTERATION TO THE PLANS AND SPECIFICATIONS MAY BE UNLAWFUL AND MAY INVALIDATE THEM. VERIFY ALL � • ALL STRUCTURAL STEEL FABRICATIONS, ERECTION AND CONNECTIONS SHALLL CONFORM TO THE LATEST AISC STANDARDS AND CHANGES WISH THE ARCHITECT. SPECIFICATIONS TYPE 2 CONSTRUCTION EXCEPT AS NOTED. U • PRE-CONSTRUJCTION MEETINGS ARE REQUIRED FOR CONTRACTOR AND/OR SUBCONTRACTORS AND ARCHITECT AT SITE BEFORE DIAMETER MACHINE BOLTS UNLESS OTHERWISE INDICATED. SHOP CONNECTIONS SHALL BER DIVISION 12: MECHANICAL 0 • ALL FIELD CONNECTIONS TO BE 3/4" EACH PHASE (OF WORK BEGINS. PER TYPE 1 CONSTRUCTION PER AISC FOR PORTAL FRAMES AND SHALL BE DIETAILED TO DEVELOP AT LEAST FULL ALLOWABLE pq • CONTRACTOR 1S RESPONSIBLE FOR ORDERING MATERIALS AND VERIFYING ALL QUANTITIES. • THESE PLANS AND SPECIFICATIONS ARE AN INSTRUMENT OF SERVICE AND ARE THE THE PROPERTY OF THE ARCHITECT. MOVEMENT AND SHEAR CAPACITY. ALL REMANING STEEL TO HAVE TYPE 2 CCONNECTIONS. A-307 BOLTS MAY BE USED FOR MINOR . NEW BOILER TO BE HIGH EFFICIENCY, 90% OR BETTER. � CONNECTIONS WHEN ACCEPTABLE BY LICENSED PROFFESIONAL ENGINEER. • PRESSURE-BALANCING VALVES IN ALL SHOWERS. SCALD GUARD SHOWER CONTROLS ARE REQUIRED. • ALL WELDING SHALL CONFORM TO AISC AND AWS SPECIFICATIONS. • INSTALL ALL PLUMBING FIXTURES AS SELECTED BY OWNERS. H • STEEL ENCASED IN CONCRETE SHALL NOT BE PAINTED. ALL STEEL SURFACES NOT IN CONTACT WITH CONCRETE SHALL RECEIVE ONE . 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.. OMIT PRIMER PAINT AT LOCATION OF FIELD WELDS AND HIGH STRENGTH BOLTS,THESE AREAS SHALL RECEIVE TWO COATS ONCCE CONNECTIONS HAVE BEEN COMPLETED. OF CISPI 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 CONDITIONING CONTRACTORS WITHOUT APPROVAL OF THE THE CAST IRON SOIL PIPE INSTITUTE OR RECEIVE PRIOR APPROVAL BY A PROFFESSIONAL ENGINEER. • ALL NOTCHING AND BORING TO FOLLOW NEW YORK STATE CONSTRUCTION CODE AND MANUFACTURES SPECIFICATIONS V ARCHITECT. • (LATEST ISSUE). THE STRUCTURE SHALL BE PROPERLY GUYED AND BRACED. • GROUT UNDER ALL COLUMNS AND BEAM BEARING PLATES. GROUT SHALL NON-SHRINK, "PROPAK" OR EQUAL, � • PROVIDE LOOSE LINTELS AS REQUIRED FOR OPENINGS IN MASONRY WALLS,AND PARTITIONS. • PROVIDE HOLES IN SHOP FOR BOLTED BLOCKING, PIPE PENETRATIONS, ETC.. DETAILS 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 ELECTRICAL WORK SHALL MEET OR EXCEED NEW YORK STATE CODE. • ALL FOUNDATION ANCHOR BOLTS SHALL BE 5/8" DIAMETER WITH AN EMB3EDMENT OF 8" MINIMUM. PROVIDE 3"X3" H.D.G. . ALL BREAKERS AT SERVICE PANEL SHALL BE LABELED. T" SQUARE WASHERS AND NUTS. • INSTALL COMBINATION SMOKE AND Co DETECTORS AS INDICATED ON PLANS. DETECTORS SHALL BE HARD-WIRED, ,� 'S: • ALL FOUNDATION ANCHOR BOLTS MUST BE HOT DIPPED GALVANIZED AFTFER FABRICATION, Z-MAX (G185) OR TYPE 316 STAINLESS INTERCONNECTED, WITH RECHARGABLE BATTERY BACK UP. �r �►�, :��! , a�. DRAWN: MH/MS STEEL. • INSTALL FIXTURES AS SELECTED BY OWNERS. r Apo UNLESS OTHERWISE NOTED, FOUNDATION ANCHOR BOLTS SHALL BE PLACED 4" OM EXTERIOR SIDE OF FOUNDATION WALLS FR 'aa� p` "� SCALE: (SEE PLAN) • • ARCHITECT AND OWNER TO WALK THRU WITH BUILDER AND ELECTRICIAN FOR VERIFICATION OF ALL SWITCHES, OUTLETS, pp } t, a tea, WITH RIGHT ANGLE BEND AWAY FROM EXTERIOR WALL OR DIRECTED ON BOLT. t ..r v. . �:.,� `� + ; ]ot3#: • A MINIIMUM OF ONE ANCHOR BOLT SHALL BE PLACED WITHIN 6"TO 12" FROM ENDS OF MUDSILL PLATES. FIXTURES, ETC. PRIOR TO INSTALLATION. �t,.- �z:"' r - ", ' , � Iwo .�:':: ,.;'-�° April 12,2010 • ANCHOR BOLTS SHALL BE PLACED WITHIN 6" OF MUDSILL SPLICES. 5/8" X 8- 1/2" STEEL POWER STUD BOLTS SHALL BE USED WHEREf "�_``� _.. `, sIIEET NUMBER: TO MEET SPACE REQUIREMENTS (21 DAYS PAST POUR). � '��..5 l4j: 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 COIMMENCING 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 S-2 - 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 PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. 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STTEET 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 A� I MANUFACTURE:R'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. 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L.1. -- ,.I_..I I� ' _11.1 _..I_L_hl_._. 1 [_ _i I 1 _ _� _,J_.I_ .�1_ 1 I._-1 - - <��,. � ; -r, 1 f iI.- . � [r. I. i i - L -I�_.-TIMBERTECH I t I. Lr _.LL _I .I. i_I _I_ _ D,�-y,:)f 1 VINYL RAILING j-—T ♦ 1 - „- . �vm � I r LL _L .1 1 _.l_ _ _ _a __ L_ 1 I ♦♦ I f yU�` I I 5/4X4 NICHIHA L .I - -� it .1 li j' I 1 I .1 I I ( ( � r�r - EXT.CASING I - _ I J . I 7 i ,ill 7 -�..I_.I-. ! -_ I ,1_ Ll 1__I_,i -L 1_ L_ i_I- , 1- I T I T I 1 I ; I L �- -j- - - L . ..-- _. _ :.v - , , ,: .. �I ` � .>_. � r � ¢,., 1' ,, ... .� �/ _ _"--- p l,_,_1 .:,:J(;�-<.�. ,:��t,=.lL ,.:.� t 1i" :-v1-' �� "r' -�t'� a,- �, "-'-'---'----- r I f. _.._. . .�+ a,,- )1 1< �- l.._ '1 8 I' .( l _.. 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SOUTH ELEVATION : rMist .. ® - �' DRAWN: MH/MS SCALE: 1/4" = 1'-0" 6 ,-'✓ klvo�e SCALE: 1/4"=1'-0" A 1. z-/-----/\11� I A° {�' cqy $$� c d JOB#: t,..,,,,,((\.> April 12,2010 r,V1,- ' ; 2 r SHEET NUMBER: �o,��"7","�,"�.'�-1-�.-��.,�l, 4, e% 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 � A /. 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: REVIEW SET 12/15/2009 BID SET 12/17/2009 PERMIT SET 04/12/2009 F -------; E ------- 1 32'-71/2" 41'-0" 1 I I I ' 9'-11" 1S40" 9'-81/2" 1 -41/ ' 3'-3" 6'-3" 6'-3" 23'-101/210 le I ' I ' 7' 0" ' 7'-0„ 1 ' I 1 1 .r, 1 ;CONCRETE WINDOW WELLS; '•� � �•�' , I FtiY O , � � �° ( /STEELGRARECOVERS) 4I ".Ny `.,,. _ „m ,, ,.� �°' -.---.. __._.__. _ _ ..____.. ___..__..---- __.._.----_ ___.._ _ ._-_ ._ _.. ._.__ .._ _..---- ---_ _._ ._.._.- --._. ._.....__-__ __.._.__ ... __.__.__._ ..-•-.- - I #. ... .,. .. 6 MIN.ABOVL+,FIN.GRADE I I•. I O STONE CAPPING,STUC I + P + P + P + P P d d d d d , d d d v o co: I i- d d n n D D o D n D D �) M .. .,,, FINISH.PROVIDE STONE BASE M...,w.,..,.- ^,,,,.M.,,�iN.".. �.C',. ,d I �D„n O 2 ND RAINS ONNECTED , D I , I - •� C 4 ry �•�' � TO DRYWELL6(TYPICAL) - ;•� - � �-" '� ;, - ----________�---' 1 4 � NOTE• ' v °' v• P a c v• o _ o' °• v, P WALL SETS IN p O , o + a 'De• d • P c + a 'p4. ° a. P ' ° ,DO' ° ` �• 1/2" 3 9'-8" • TOP OF WINDOW --_._'.___ --•_ . - - „ ° r.____.._._____.____ _ __-• _ - _- -TOP OF WINDOW__ . __..__ .__ AT G-9"AFF - ! -..-= AT 6'-9"AFF ,� ° BOX IN w/2X ACQ I BOX IN w/2X ACQ /(D I I w 'Q p I 2 -0 I N ,• _I I ' N , � N I ,•O D I I I 1 "I � Qry ■ N ' 4 ' � , ---'- --------------------------- - O 'co 4 8 I 3 , ---' -_--- ---'---- -I---a �N w �D , I x' 3' m ■ 4 O •V• \ I try °°' i � N O `°• x -01/2 ° • � • 4 5' �� GARAGE I a a ' 4"CONCRETE SLAB,3500 psi _ --------- P P I _ I - + p " REINFORCED w/6X6 10/10 WWM 4 , , , ° ' ' ; I ; ; 'o- P n ;�`D a 6 mil POLY VAPOR BARRIER D ' o - ' ' ' ° OVER 4"GRAVEL COMPACTED BASE Q o co 5X5X1/4 STEEL COLUMN w/ ° I o I 18X8 PLATES w/5'-6"X5'-5"X1'-4" �I CONCRETE FOOTING w/ w■ 'D? o MIN. (7)#5REBAR e.w. (9"OC) m (3)1-3/4X14 ML FL. BEAM J I •Q vl 14"TJ1560 i v , i , • � 4 ' , , I , 1 , I I 1 4 HOT TUB '4 , : ; ; ; ; ; ; WOOD-I ' I I I 1 I 1 I u Q ■ m■ FJ @16"OC ° ERIFY DIMENSIONS& TYP.LALLY COLD , , , , , , , m V I ' �� I BLOCKOUTS WITH ems- _ ; o ON 24"X24"X10" :_L• I 1 , 1 1 + I S ' ; 34 -1 0 'p ' o INSTALLER PRIOR TO D' ; ' ' ' ' ' ' ' ' ; ■ rw ■ 'D D CONSTRUCTIOND d c .I - _ 14"TJ1560 X _ ._ - -- -- ---------- --.._-- ---_-- -_ . _---- _ __.. -_ ---.---------._-- -_.__ ---...__.___ I ' A X1 M Fh B MI a WOOD-I r e .A o e • v o v v • v e e , 1 N 1 � • V Po 7 ', IV v v v v 0 • ; bo ,__ _1 , 1 I I 1 , 1 X FJ @ 16"OC 'N N I •- --_ " � ... ' I1�11 I I ' i D ' 1 1 1 1 I I Up I 9T16R I 1 1 1 I I in « 13'-5,1 II I I 1 3'-3" 1'-9" 9'-3" 1'-9" 9'-3" 1'-101/" + @7-5/B" 1 1 1 1 I 1 + c- ■ II • p • , 4 _ .__ _- , 1 I i 1 I 1 V I �I I 111 1 ,� II D , II III I , f, , 4 - - �'� - i— - j W I, , I IIIII i 41 —41/2 1 -(3)1-3/4X14 ML FL. BEAM ■ lFn ; _ N �; '• �2X6 ACC)D1Jui,Ip�,/�_IuC�111 I � ___----- 1 1 I • 4 I ■ }� " °q I I I I'41 I I 1 1 C ;I 1 I 11�III I � C 1 LEDGER BOARD BE FASTENDE[' °o, IIIx111 I f� I - I , , , I • I , , IIINIII I I 1 1 1 i o •V + 1 --- -- 1 III'© •Q a N TO BUILDING WITH TIMBERLOKc�',b axr SELF-COUNTERSINKING SCREWSiI .-in-fit-I I � 1 1 1 I ` 1 • I + ' ' BY O(YMPIC MANUFACTURING :: ° ' III III 1 rTl 4 , oo• , 1 " 2 SCREWS 32"O.C.) i p � ' FF"N'-yi '� U III III ------' ' - 1 I . I III III r ------ 1 F��J 1 1 1 o p , + 1 1 i •. ; ; III HI I '� ^ r 14"X14"CONC.PIER w/ -In-rT;-1 W '. ,, I 1 I O 111 111 1 1). HOUSE: I ' 24"X24"X12"CONC.FTG. _ "'�"' ' 10"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT AT 9'-0". L,-J 4 , � , °q MIN.3'BELOW GRADE "w"' ' _______________ II1o111 1 TOP OF FOUNDATION TO BE AT 24.1/4"ABOVE FINAL GRADE.. M Q Q °�' ■ EPTfI o' ;;,jOC;;; ; EXTERIOR OF FOUNDATIONS ARE TO BE DAMPPROOFED AS PER SECTION R406 o o N n'ain =N OF N.Y.S.RESIDENTIAL CODE WITH A BITUMINOUS COATING. p• Ei p I Lu s Q,,, , FOUNDATION TO HAVE 24"X12"CONCRETE(2X4)KEYWAY FOOTING.FOOTINGS 0 TO HAVE 3-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON =\ ■ a ; FRONT PORCH ;;<,;i ; l UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). ° Ix r u1 ul 1 2).GARAGE: O 1 I 1 o p ---. ■ v ; "' "' ' B"THICK POURED CONCRETE FOUNDATION,3000 psi.TOP OF FOUNDATION •• , .-ILL_IL,I_ LI j 4 ' ' TO BE 8-1/4"ABOVE FINAL GRADE. CONCRETE STAIRS - 3 STONE TREADS o +� — - - — - . - — - — - � — - ' III � FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY FOOTING. FOOTINGS 16"DEEP TREADS 8"PC FOUNDATION '-2 ' ' DBL.WOOD-1 UNDER POSTS ABOVE i TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON I 1 c w/16"X8"CONC.FTG. 4 I v ; o• 6X6 ACQ POST w/ ; UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). 2X4 KEYWAY,(2)#5 REBAR •o --' °, ANCHOR TO PIER v ; w Q I I III 1 3).FOUNDATION SLAB TO BE 4"THICK,3000 Si CONCRETE ON COMPACTED FILL. ' DBL.WQO. UNDER WALL ABOVE THROUGH COLUMNS ,I II, k P B I •' , .o I . .� . �,,.,, . _ — D• V INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING In -" ABOVE CONNECTED "' "' ' p p .o- I I 111 III WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE • x TO ROOF HEADER(TYP) nl nl I T� REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE "- p HIW n1 1 ' AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL f0 CV 04 i by ii 'ii i - ' JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE rn n G u '-------'------• 1 1 O THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL x ,n v ' p�, ; ' •,4 ii dill SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO 1 3 o CK1 ------ -------------------- I MORE THANI6FEET. ---- PATIO 1 1 I' Dq I IIIQIII 1 1 I' ' III 2"STONE AS SELECTED BY OWNERS 4 1 Illxln 1 @) ■ , , 4).PROVIDE 2-2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATES OVER 4"CONCRETE REINFORCED 4 , °� IIIvHI 1 ARE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR U) v o w/6X6 10/10 WMM AND CONTROL FIBERGLASS SILL GASKET. o `� JOINTS AS REQUIRED OVER •0 1 ■ 1 °' n ," , to COMPACTED CLEAN (DEBRI-FREE)SOIL S -4 � . , 1 t I I , III III •I .,-.I .� � f1'i y 5).PROVIDE 5/B"DIA.ANCHOR BOLTS AT T-0-O.C.AND W/I 1'-0"OF CORNERS, *u� n - -------' -- " '-`" - --- I INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A tr j - - - - - - - — - I Q v v, o MINIMUM 8"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT ARE TO v En 4 ■ bo `J BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. N y o I p ■ DBL.WOOD-1 UNDER WALL ABOVEe. -- - -- -' °q 6).DBL.UP RIM BOARD(1.3/4"ML)OVER BASEMENT OPENINGS.OPENINGS FOR W Q N 4 ; I g o• ; WINDOWS ARE TO BE BOXED IN WITH 2X ACQ.VERIFY OPENING SIZES WITH G •4 , a ° G.C.PRIOR TO BUILDING FORMS.PROVIDE AREA WELL AT EACH WINDOW v ; ■ r4 `Q ; OPENING. 57< IV �f ; D• I y i i 7).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE BLOCKING AT 8'-0"O.C.AND MIDSPAN, tJJ i ; ; •� ifs 3 � D i i W ' ° PUBLIC WATER ' F'' Lu „ _ „ ' , p I 8).PROVIDE COMBINATION SMOKE/Co DETECTOR PER CODE. MECHANICAL AREA ' a • 4 I V ------T • - ----------- ---- o ; p•. NOTE: W ; O i I , 1).BOILER SHALL BE INSTALLED ON SMOOTH CONCRETE BASE. J W °q I 0 2).VERIFY WITH MANUFACTURE'S INSTRUCTIONS WITI i LOCAL ■ ' I I 4 AND STATE CODE FOR MINIMUM WALL CLEARANCES PRIOR to ' v• ' 1Jn TO INSTALLATION. X o NOTE: ; 3).VERIFY WITH MANUFACTURE'S INSTRUCTIONS FOR REQUIRED I INSTALL 1/2"PRESSURE-TREATED t ,o FLUE/VENTING REQUIREMENTS. ■ , °, I �J I 1 4).INSTALLER SHALL BE A LICENSED HEATING CONTRACTOR WITH SHEATHING ALONG PERIMETER D, KNOWLEDGE OF ACCEPTED INDUSTRY PRACTICES FOR I ' 2' HOUSE AND PATIO-MINIMUM o INSTALLATION E EQUIPMENT AND VARIOUS APPLICATIONS - __.., _ __. ... _. .. _ _.____.___ • V. , Q' I 2'UP SIDE WALL. OF THE EQUIPMENT INVOLVED. �" '� "' � BOX WIND W p ' 4 , ,..__._ 5)..INSTALL-5/$"-TYPE-X.F.R.-SHELTROCK-OVERTURNACERERCODE. 'o /2X ACQ o a • o 0 04� ; a ` o o Pa. 3'0" d ` o P4. o ` o P4. FOUNDATION PLAN _-_---- _-- _ ----__. --- __-___ _.._ _ ___ --_ ..- - _ - _ . - __ _-. - _ _ _ - _ _____ -_-- K ^ `I . " SCALE: 1/4" 1' 0' x,.,/ I 1 CONCRETE STAIRS y •' N' + 00 STONE TREADS " >' 'no' ° r_�" ? "I ; 4 DN 16"DEEP TREADS VERIFY FIREPLACE DIMENSIONS IN d PROVIDE DRAIN A B M F 5 _FIELD PRIOR_TQ CQNSTRUCTIQN _, ' STAIRS,CONNECT O R EL S I 2'-7" 2'-71/2" 6'-0" 2'-71/2" ' 5'-7" VERIFYSTA(RWELL DIMENSIONS WITH FINAL GkADEINFIELD PROJECT NORTH STUCCO FINISH WALLS,PROVIDE STONE TREADS &LANDINGS E W 5'-21/2" 6,-0" &,-21/2„ 13'-0" 4'-0" N je 16'-0" 36'-5" 01 " R'.''f? '� i (` '�, DRAWN: MH/MS a@'a� ' �� ', SCALE: 1/4"=1'-0" 1 JOB#: ) Fz tp „per_" n , April 12,2010 w �t .a # 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 INSPECTION 'r =" MANUFACTUREMS WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND S1TE 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: REVIEW SET 12/15/2009 BID SET 12/17/2009 PERMIT SET 04/12/2009 73'-71/2" 32'-71/2" 41'-0" 2'-6" 10'-11" 6'-3" 4. 10'-21/2 2'-9" 3'-0" 11'-0" 9'-6" 11'-0" 6'-6" m m I ; (3)1- /4X1-7/8 ML HDR ' 1 ' (3)9 1/ ML HDR I I I 1 1 I I 1 I I CD I , '-0" (3)9.1/2 ML HDR ■ 1 1 1 1 PROVIDE RLAIN I I ' O N I UNDER /ASH O I I I ♦ J/ 1 I ■ 1 I I� ^ 1 1 I I 1 _ I MASTER A LNDRY � I I I 1 1 ■ I RM. ' ■w •--- ---------- ' ' I 1 � Im 4'-2 5 —6 N N w O to -+ ■ 1 m � v 1 2X8 CJ LL N Ix ■ 1 t6°oCX MASTER BEDROOM 'M , „ I - �m Iy 3 — ^ 41 —41/2 W W I w, wI N LL I I GARAGE LLI I" 5/8"TYPE-X F.R.S.R. a O a v ON CEILING&WALLS a v I a ^ 11 —8 3 —4 _ z ,�rz zI �I � o N 45 MINUTE F.R.DOOR / I I m m m W Q' I SELF-CLOSING HINGES a STEEL JAMB PER CODE !n I -I �I A� it d ---- -------------- UID ROOM --------------------------; ------------ -------------' 101/ � Y SOLID-CORE DOOR w/ j•� DOOR SWEEP& H 1 0') 1 1 1 1 w W.I.C. S I ; WEATHERSTRIPPING IiE E —0" 7'-31/2„ 4, , 6'-11" 4'-5' L d • I ( I 1 O c\u1 i iiI - I ~� f M 5 ' H L 1 1 1 1 1 1 I 1 W I 1._.._ T - - ---------------- - - - B H I I 1 1 oo1 -------------- O 1 - La 03 , 1 1 1 I I 1 G , 1 I r DN 11 m 1 < ' ■ 1 1 �- HOT TUB O 1 1 1 I 1 m 1 1 1 1 1 1 I I I I 1 I I t 1 1 �� ' J o a - - - , I� 1 1 , (3) 1-3/4X14 ML HDR , 1 , (3)1-3/4X1 ML HDR , w PANTRY I 1 �2 - - - I I 1 1 1 1 I 1 '� ^ 1 ' �(j 1 x D ,. _ I I 1 I 1 1 1 I M 1 1 1 I I I IUP, ,- ( I 15'-01/„ 8' 0" > „ , I, I00 1 I 1 I 1 1 I "0 w i 11 -0 6 -6 J 2,-1 I-„-- (2)1-3/4X14 ML FL.BEAM (2 --3/4X14 ML F . BEAM ' ■ r T CD ^� ; I I 1 ------i �__ ..� t.' ' v ---- �, / i--�1 ` I I I I 1 ,Q O� J U- \ 1 F 1 1 ` ) -� - - { , I - 2 1-3/4X14 ML FL. BEAM ,_ I Iu_I F-r ;U<, Q �i � \ ,I 1 1 1 1 � � _---._�__._._._-_-._-_ _. I , a I I I I4 KITCHEN x '� 1).PLATE HEIGHT AT 9'-0"UNLESS OTHERWISE NOTED. Q OI I x M00 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C., a DINING 3). EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. (COFFERED CEILING) ' ) - — - — - - — ' - 4), DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE (2) 1-3/4X14 ML FL.BEAM I ) _ BLOCKING AT 8'-0"O.C.AND MIDSPAN. PORCH , 0 5/4X4 MAH.DECKING I� 5). PROVIDE 3-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS 6X6 POT; ; ; ; 000 ; 00 OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS I r (TYP.)l ' I O O O 1 - ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR w ` _ . -- L _-__--- ----- -----__----- MICROLAMHEADERS. I HALF WALL—ice ^ 4r, ------^--- --- ------- --------- -- -- _N 6).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE O ; J / _ - -__----- APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING i ` I t < (2)1-3/4X14 ML FL.BEAM, , 1 -------- ---- 1 HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 0] j __ , .. I I I I I 1 14XI4 { i" Q I 1 1 I 1 N COLUMN -- ,,, _ 7).ALL MULLS,VERTICAL OR HORIZONTAL,ARE TO BE PROVIDED WITH STONE PAT10"��- � 11 � I I I I 1 g o I'`� I _ , , , , , , 1 I ' ' ' I 2-2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. r 1 I .I ' , ," R' W h ¢ , 9 -2 w co ' ' ' ' ' 8). INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 o I w LL , 1 1 1 m ' I I I I AND 2X4 WALLS AT R13. rn [+ v U C i . ~• i ._ I j, x I I 1 i �' I 1� W 1 I J N I .4 1 1 1 1 O x ^y U I I (2)1-3/4X14 ML FL.BEAM I I 1■ I ao , ■ w 1 I 1 I p m r G ,- r- - — - - _� — - - T I , N xo ; i ; I 9).INSULATE CEILINGS WITH R30 INSULATION. C!] p I 1 I 1 L� 1 O �� Q.1 U „ „ I ix � I rn N x ' ' ' ' 10.ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEET ROCK. x O i i i M BATHROOM SO BE MOISTURE-RESISTANT ON WALLS AND CEILING. ------------' -----------------' --------- --' I^ � 1 f._._._- ..._ ... - - - - I 'm I ENTRY. _-- ,_ -_-____-__ ,----_ -_ -_ 11).PROVIDE COMBINATION SMOKE/Co DETECTORS AS INDICATED + 1 1 ■; v I 1 I, 1 1 1 1 [1 \ 1 , - , , , , ON PLANS.INSTALL PER CODE. p (L�y '•. r.: 1 .,, j . -•` / W I 1 1 I 171717 ■ --- 1 1 1 U v , �' ' - - \" � I f' , T I I 1 1 1 I 1 • , i I I 1 ' � 1 - -�.(._ ._,l _ _.. __..y_ ._ r I LIVING ROOM I I 1 o w Ty y / r" �_.._. X ; ; (COFFERED CEILING) N J 0 Lu M 1 I 1 I BAT No. 1 , /, ` I � _._._i _ .J U) ------------' •-----------------' _-----_-_--- , r L .. LW . -_ /-\ o' N DEN 'r _ _ I•- ' 0 (2) 1-3/4X14 ML FL.BEAM i i ( ) Cn �/ 1ST. FLOOR PLAN /r/j �a U) l ' I I I I 1 SCALE: 1/4" = V- ' __..__.._. ----_ -- --..... --'--..._ _.__. ----. _.._.. ----- 48"OPNG.F.P.w/ 1 FLUSH HEARTH I I ------------- ------------- - -----L-- „ E PROJECT NORTH x --------------- z N --------------- LIVING SPACE: 2126.1 SQ. FT---------------- -------------- 2 —7 11 —3 10 —2 9 —10 2 —7 16'—0" 3 6'—5" DRAWN: MH/MS .�� SCALE: 1/4"=1'-0" n JOB#: Apri 1 12,2010 a K! 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 COMIMENCING 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-4 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: REVIEW SET 12/15/2009 BID SET 12/17/2009 PERMIT SET 04/12/2009 3 2'—71/2" 41'—1 1/2" 16'-61/2" 16'-1" 70, --------------------------------------------------------------zxbP19TP------------ ---------------------------------------- if 1 1 1 1 1 I I I O ——————————-—————————--————————-—————————————————————————————— — — ————————————————————————————— ——————————————————————————————————————— ------------------ - ------------ -_ ---'________'-__-_ ----5'_6"PLT. HT.----------- ------------ ------------------------------------ --- N r , , 1 I r T^r^�r r��/�f,,f p,p t B 1_LJ i'��...+o.l l Y i,9 et C). I I I I I I I I I � I✓ND L/(C i WA R rTL7TL3F'E Ir'<YCU[) I I I I I CIONJ 1 co a ' 11 - I I , r, 411 (injIIVPPU4",C;UT) ' XI LL. I ( U III III o O F 1 I ' pew I ' it I ! I O i i I a 1 _ - - III ��J�' III I P 1�I_C?(�i'`�S-f,o,4. 1 _________________________� �, _ _ + � I _ ----�.`�_______________ I ;� (fU?i iR.'r.IA'YC.,,U'T1 lf) FM -------------- ---a ------„ --------- ----`. LC---------------• •--------' v III III N n O ATTIC / STORAGE �' _ _ _ O 3`-0" 4'-0 -3' 0" - ; w 1 � II , 1 . I e- ----'-----`-• "----•----------- - - -----' a------ -- i , .-------------- - ----- -----• i .------------------- C) z _, •�!, �.___ 4•--• �� -- _ --; •-- -6_----HT.---------------~' '~ ------ 6 ----.HT.------ --- ~' F ~ N t t 1 I ' I I ' I 1 , , 1 ,I I 1•. I I , � I I I .-__-=_I-.__._.._.y_...=_-______.� S'-6"PLT.HT. CL CJ�@16"OC " '.� C.� @16"OC ' ' f 6'-6"PLT. HT. ° O I o O h-� O - '- -� - - 1- -' - . .. 1 BATH No. S I rR)TURF.LAYO 31 ROOF POCKET t p I ROOF POCKET` 1 .it ( 1 I 1 O 1711 LL U I I I 1 I I 1 �� "fJ , 1 ••_ � 11 I 1 ;'I i,;'' .1� ( I ';��„ ( _JI.. IJ X Z .. 1 1 ——---—————-——————-——————————————————————————————-——-——————— ———-———————-—-———————— ——————————————————————————————————————— � ,� I I 1 1 I I 1 I ry�� SOLID-CORE DOOR.1 ' -- - _ ._._ ._ 1 1 .14 S, 2X6 PLATE 00 DOOR SWEEP 6 WEATHERSTRIPPING I I I 6'-6"PLT.HT: , „ 00 01 — a I I a Z � � 6'-6"PLT.HT. --------• --•--• � � � � '��' a BATH No. 2 _ I , f t 9'CLG.HT. !;{ 1 i' in r 11 O 0 a x M 1 1 I W I� U 1 ' O -- " -6 d zo O ' 'BOO IP iCET.;1; ! 1 ff 1 � F O K I I 1 1).CEILING HEIGHT AT Il EXCEPT WHERE NOTED.00 a I 1 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. w 0 v rvlw DBL,2(6 WALL ________. __.__; i i 4).PROVIDE 3-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS ' - LL --- -- ' I I OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS ' @ LOFT 0�" " , 1 I ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR d ' XIZ - 5 —6 3 -8 ' MICROLAM HEADERS. 1 v 9'CLG. HT. ry � - 3 O i OI ' I 5).ROOF POCKET BASE TO BE STANDING SEAM COPPER(TYPICAL) 00 ------- -- ----- 6).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING IN HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 6'-6"PLT.HT. 7, 5„ 7).REVIEW MULLS ON PLAN.SPACED MULLS TO BE PROVIDED WITH o ' - 1 I I 2-2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. N «� 1 I Iaj 8).INSULATE ALL EXTERIOR AND INTERIOR WALLS,2X6 WALLS AT R19 1 m m o AND 2X4 WALLS AT R13. X n u O 9). INSULATE CEILINGS WITH R30 INSULATION.ALL CATHEDRAL .� 1 , I , I + ,,, I ) O N ...i � V '''''I I , I i SECTIONS TO BE PROVIDED WITH A 1"AIR SPACE BETWEEN ROOF x o g� _ ___._� _ - a;, SHEATHING AND INSULATION.ALSO PROVIDE 1-1/2"THICK FOAM D" ;� Cam) V o, U ROOF POCKET I 1 1 INSULATION P-0"FROM EXTERIOR WALL PLATE INTO HOUSE ON 'L7 v x, I- Lo x COPPER q I o �' 00 ++ \ry 1 \ U U;I u I CATHEDRAL ROOF PARTS. 9).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEET ROCK. 1 I �Cp�� .i' BATHROOM SO BE MOISTURE-RESISTANT ON WALLS AND CEILING. CD , ` i l i '! , '; i' ,j' ' ,' I; 1 „ L' 1 1 I N � 4J 7f I I I Ln U ----_-; '2 - $ 2 -8 10).PROVIDE COMBINATION SMOKE/Co DETECTORS AS INDICATED10 CD = ' ON PLANS. INSTALL PER CODE. 00 tiff�' q 1 Q' I \ I I N G Q) wO Nd- ' W ' 1 Y I 1 ' u_ N� BEDROOMNo. 2 --- 9'CLG. HT- I 2ND, FLOOR PLAN W '"""0 O "d SCALE: 1/4" = P-O' u BEDROOM No. 1LL 1 _ 9'CLG.HT, Q; t 6'-6"PLT.HT ��2X8 DF#2 C1�e.16--(OC zu LL 1 I ,I 't—Off 7f-5ff "cy) I I (. „,_.,.. .. E...I I I ^ 5 I 1r-,._--_.,. `° ' ' PROJECT NORTH 1 I I � E -In1 I I �.-- - - - ---- -- '--- - - - - -' ' 14 01/2 N V LIVING SPACE: 989.0 SQ_ FT, 1 I I + 10, 1 I I i 16'-61/2" 19'-21/2" 2'-8" f ft 38 —510 ' a f' DRAWN: MII/MS .� '; >�' . SCALE: 1/4"=V-0" �, �` . `uu>•; .a JOB#: t -=' April 12,2010 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 CO�AMENCING 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-5 MANUFACTURIER'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: REVIEW SET 12/15/2009 BID SET 12/17/2009 PERMIT SET 04/12/2009 ---------- E ---------I --------- -- ----- --- --------- - - - - ---- ------- --- - --- --- --- ------- - ------ ce Lu Of 12 C c 4t u- 0 x ce cl M Lu 2XIO DF#2 RP 0,160C c cl Lu > (2)2XI0 DF#2 ----------- HEADER ------- 2XIO RIDGE cb ; N x x 0 u x 00 I 1 :11 ct I. 1-3/4XI4 IVIL RIDGE 1-3/4XI4 ML RIDGE 017 Lu w (21 2XIO DF#2 HEADE 2)2XIO DF#2 HEADER < a — . — . of cc nj 4-4 rq LL LL ILL 1 I LL (2)2XIO DF#2 j J��'. ix q HEADER x I I x 12 2 CN u X 2 c Lu Lu I tz < Of N (3)2XIO DF#2 RAFTER cl ?y In 411 e-2XIO Dt2 U. u- ILL RP @16 O&�' 2XIO DF#?RR 0,16"OC RR @16"OC�- 57< x 0 1 LL II cl rq a III 0 < 12 0 U.1 z . . . .V. . CN! < V., 2 %- I- � ... ..... . . . ROOF POCKET ROOF'POCKET_ 1-3/4X11-7/8 ML RIDGE > x 0 Lu �7 - - - - - - -- (3)2XIO DF#2 RAFTER (3)2XI0 DF#2 RAFTER_ .,.(2)2XIO DF#2 RAFTER 12 Lu 0 0 u 0 FRAME. r, U #4 1).APPLY 1/2"THICK FIR cDx SHEATHING OVER ROOF FP o 1-3/011-7/8 ML RIDGE L c go rl u 2).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND (- 52 LL DIRECTLY TO THE DECK ALONG EAVES. @ Lu Pq 3).USE 15#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. (2)2XI0 DF#2 RAFTER 1-3/011-7/8 ML RIDGE (3)2XIO DF#2 RAFTER 4).ICE&WATER BARRIER TO BE USED IN ALL VALLIES AND INTERSECTIONS W WITH ROOF AND SIDE WALLS(TYPICAL). 5).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING 12 4 MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. 2XIO DF#2 PR alrvnr UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS COMPLETE. -- ---- --- - -------- 7"1 6).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. r--4 cu USE GALVANIZED(ZINC COATED)ROOFING NAILS.11-12 GAUGE WITH AT c� -(3).2XIQ DF#2-RAFTER- (2)2XI0 DF#2 RAFTER - — - — - — - LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. cy) r7 USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT x un 2 CUTTING INTO SHINGLE SURFACE. uj �:14 U 7).ALL WASTE PIPES(NEW/EXISTING)TO BE PAINTED GRAY. C u 0 f Ln- ------------------ uL -,I I I :.. .. � Ll ----- - 11-7/R MI PIN1.17I 8).VALLEY PLATES TO BE SCREWED TO EACH RAFTER.USE TIMBERLOK@ 4"SCREWS lj Cj OR 3/8"GALVINIZED LAGS WITH WASHERS. -------------- --------- 0 C go u bb I x 9).ROOF POCKET BASE TO BE STANDING SEAM COPPER(TYPICAL). 4 F, u co J In U cf) (3)2XIODF B6FTFL' )2XIODF#2PAFTEP • ROOF PLAN 00 C,4 C SCALE: 1/4" V-01 2 1-3/011-7/8 ML RIDGE 12 E Ic w PROJECT NORTH. /Z u uj ----------------- --------- 1-3/4XII-7/8 ML RIDGE x aCJ C 2XIQ r)F#?fRP 16"Qr ---------- DRAWN: MH/MS SCALE: 1/4"=V-0" April 12,2010 1311110 DF 2 ;77- �3)2/0 DFW�71`TE� U 0 'x 7TER 11/7/R 1 7/13 ML/RIDGE DN SHEET NUMBER: /N PAINTER TO PRkIME 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 COPAMENCING 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-6 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 PRI[OR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKINc, AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: REVIEW SET 12/15/2009 BID SET 12/17/2009 PERMIT SET 04/12/2009 RIDGE VENT 1-3/4X14 ML RIDGE --— _.ruw_____. OC' 1-3/4X11 7/8 ML RIDGE 2X10 bF#2 m-•---.-----..-_.____,-_.�.__._,e.,,a,.._..__�_ y_j 10 ML VALLEY RR @16" 2XB DF#2 C1 @16"OC 0 1.__1_ .._l _ BEDROOM No. 2 BEDROOM V+ .._.v,>,_._ me:._—...__.>w_...--_...—_am._._._._._m,. __•��_`__�_.u>mvm—__,wP-vn--•_..____._._ria.urn'•`.r._.___...._..___.._._..y_ wua...w—__._,_.__..._.._._-•_-•_-. .__... _ _ - - > - r I SOLID BLOCKING T 14"TJ1360 WOOD-1 FJ @lb OC Li 3 4 SUBFLOOR _ COFFERED CEILING BATH No. 1 1_, -. 1 11., Tj__.�� ..�1._11 �_.IIL JL1L��._.. _ � _ I _ - J r- ELIL 1 I.tTl ...., :. ---T ff ra. L _._� . _i.;._�__T _{_,171. . 1 � Yj LIE] I I J_ oF1' �... ® DEN L� I 1 .. .. ! ....1._1 .. �_ _1. _� L_ -1_11 LIVING RO M ® 11� LT i CD 1_ t_. _ I_ _� l 1.__-I �TL I I I I ly/ Illll--I Tl 1 W� � •-- L_i L__ SOLID BLOCKING 1__ �L._. 3/4"SUBFLOOR Bill _ { . ., - IVAf 4IN I I I r _L._,I _L1 O - - - - - �1 • 1 1 _W W s 2 i °,, ------ -- 4\ I I 111N�, I l4"TJI560 WOOD-1 FJ @16"OC W12X65 STEEL GIRDER 4. _. - - a ' ' w/(2)2X12 PLATES a 1 1 I a (2)2X6 ACQ SILL PLATE � °o COP-R-TEX TERMITE SHIELD D. FOAM/F.G.SILL SEAL 4� e; 1 I q; ,•e \ i •° 5X5X1/4 STEEL e COLUMN w/ e'\ 0 - ---------------------------------+ . 8X8 PLATES _ 1 1 \D 0) \D m --- -------------------------- 1 BASEMENT ___ 1 1 ;� � ,�.. 10"PC WALL DAMPPROOF EXT. I 1 • q + 1 1 • I ••p 1 1 �• d.\ 1 1 4"CONC.SLAB - ,•\? I j .\� • •• • •. �- • e a• a e, a � a e. 1 1 � p•os di �•oj 1•e• 61 bi ♦• � F-� 24"X12"CONJC.FTG. 51-6"X5'-5"Xl'.4" 2X4 KEYWVAY r��► E y� CONCRETE FOOTING w/ (3)#5 REEBAR a MIN. (7)#5REBAR e.w. (9"OC) RIDGE VENT 014 SECTION A-A ML RIDGE N SCALE: 1/4" = 1'-0" ���G ' Q °G 1-3/4X11-7/8 ML RIDGE ° 4 _.._ _ —_. r..__. I _. _ _ E �__ --------r.- 1-3/4X11-7/8 M -- -- ..-.. -_.� _ „_,. - -.-..__ _- �- m . - �_�. o m_.. _._..----- `( - ----- —-_ -- - ----- --- --- .. ,. ... . _.I-I _ LT 2X8 DF#2 CJ 16"OC ZV(2)2X8 DF#2 ._,..� FL.HDR. mw. .. .� _,_-__ - ___ --_ _.am-_.___ ___ __ _s_...._._ `_._ i N v - _ --- ------.-- — - L._1.1....... ._..� .. _r.rev___�.�_____.. _..... �..4_.._..__._.__. _ r� ___.._.m.._---_—�__..---.._�.__._._...__....__J.,�___ i, .—_____...�_..___,ma___.__.�.m..___...._ �. G 0 l U - „___.___,.m._._._ ,.... ,..:.__..._._r.m..----.._.._.m._�.__,..._ -�...._-.....—,,.a_ � '� u _ ._.u.....:.emu _r,:..__�_� t HALL �. T_.. I I - ---- - v 1. BEDROOM No. 2 EPDM w/FLASHING - v.=v: ;w `_�_: R_ = :---- ,`::"�-: ::°=.. -- _. ,_._. --- _ .. ..- O .. o C BEDR -- - ,_ _ �_.. ...i. OVER 1/2"AC SHTG..:--�....-----__�.______..---__.,�.vL----...---..,._-___-___._. : _ _.,.__ ROOF POCKET -_._-.....,___.-------,_._, --. ..------a---'--__ ,..___ _._.rZ ..,. 1/4:12 PITCH(MIN.) ' 2X6 b _ w cl 3/4 SUBFLOOR X F#2 16" C ar t\ I �_ lw__. l 1 . u 3 1 ... . . __L �., � i I � i � II mot+ �•� u1 (3)1-3/4X11-7/8 L t.__� _L_.__. -L I__L.._I -.[_.. ( _ �- 1-- __ _..a. 1_ 1_L _� �_ T _ . _I_ ___. L_.._.L.. _r_ ! l_.�- op T COFFERED CEILING 14"TJ1360 WOOD-1 MGL FL.HDR. ML FL./HD1R. 1 ; T i 1 N v L. .. ..__ FJ @16"OC J ML HEADER , ..T.�_ l .1-T,._'--.-1�-....J_L_ 1_l_. I L !TLC-_!_..1,-- __LT _ _� 1_l;_i �- _i - W L.E_ iF !�• �.. , . I .1._.._.�T_J-ri-1 - i ; ; l ; _r._ _ 1_.1 l 1 rl_..1 Il_I._ _! ._T1 �,� (..,_,.�... ... .�I .� 1.1 �.;._T11_.L. �_ t L. ._r Ery 4 o4 ENTRYMM I __ UMN iij - ryT J... .__1,1V1NG RO FG coL �_..._�.�_, _T ,_I —I.._1...1 71. _,._l_.__, rI l.._ 6X6 ACQ T Q 1 __1 _. r. POST u [ I. .1.._L fl-�L r ly/ Lun� r:3 -7 1 1 -' _ - - - I , , � I 11 T T ( � 3/4"SUBFLOOR1. . . _(, ..1.-11._l.�__.t.71.� 7I_ ..._ r� � � .I ._ -�.� _..L��r f r--� 'Q DECKIpq NG-- 1 i I LL p� n O vAf 14"TJ1560 WOOD-1 FJ @16"OC WU12X65 STEEL GIRDER 1 1 j� [N•.! wv/(2)2X12 PLATES ° (4)2X10 .� -� ACQ GIRDERLMM J (2)2X6 ACQ SILL PLATE COP-R-TEX TERMITE SHIELD D 4� FOAM/F.G.SILL SEAL •�•: 14"X14"CONC.PIER BASEMENT o • ; x OI •o •iD - �C •p'o\• ' 24"X24"Xl2" �1 � �4 D CONC,FTG. �C A; qe 10"PC WALL �° DAMPPROOF EXT. e:\ \ - - - - °o•sD•� a e. a ••.�.d q��4y� +lO er:•�,. a e. l:o•,d• ;�� ��� ;t 24"X12"CONC.FTG. 5'-6"X5'-5"Xl'--4" 2X4 KEYWAY " .ram ` CONCRETE fOOT11NG w/ F a 3 #5 REBAR P ? •>g` � DRAWN: A1H/MS ( ) ' MIN. (7)#5REBAR e.%w.(9"OC) z , a fQ� "�- SCALE: 1/4"=1'-0" , v g" JOB#: SECTION B-B Aril 12,2010 SCALE: 1 4" = 1'-0" ell �, �•;.=3 x.•;;�^ .. � SHEET NUMBER: A�7 AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE CCDMMENCING 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 PAINTER CT RER'S AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,A H • 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 PIRIOR 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: REVIEW SET 12/15/2009 BID SET 12/17/2009 PERMIT SET 04/12/2009 RIDGE VENT 1-3/4XI4 ML RIDGE F ...... (2)2XIO DF#2 1-3/4XII-7/8 ML RIDGE -T- HEADER 1-- J .......... 2X8 DF#2 CJ @16"OC a. ------- 7 (2)2X8 DF#2 HDR. ----------- ----------- ------------- ------------ .......... CD BATH No. 2 ----------- -- --------- LOFT I--I I Ell ------ F P II 2X6 16 '0C "S 4- 3/4UBFLCOR Ul =n 14"TJ1360 WOOD-1 FJ @16110C L COFFERED CEILING (3) I-3/4XI 1-7/8! L HEADER 7- L IT I I L CD NING ROO T--1 11 P� KITCHEN I i 1 FT -L] I -L L CT) u --- Fl -Fl- 1111117/ k7 111117/ 1 kV T 3/4"SUBFLOOR 14"TJ1560 WOOD-1 FJ @16"OC W12X65 STEEL GIRDER J LL w/(2)2XI2 PLATES 1-1112 LLL[ (2)2X6 ACQ SILL PLATE COP-R-TEX TERMITE SHIEUD FOAM F.G.SILL SEAL CD BASEMENT 4 10"PC WALL DAMPPROOF EXT. SECTION C-C A"CO -------- o_a Q.zSCALE: 1/4" 11-011 24"XI12"CONC.FTC. 5'-6'-X5'-5"XI'-4" 2*4 KEYWAY CONCRETE FOOTING w/ (31)#5 REBAR MIN. (7)#5REBAP e.w. (9'OC) C) 'J u CUPOLA CA RIDGE VENT 1-3/4XI4 ML RIDGE 1-3/4XI4 ML RIDGE 2X8 DF#2 CJ @16"OC cn cn 0 C\ W u r. c, p 0 0 ATTIC STORAGE x 0 f,'5 421 2 3 co 00 U E u C 3/4"SUBFLOOR 3/4"SUBFLOOR NOTE: U) U cn c7l C 7-- ,It — ra PROVIDE ALTERNATE PRICE TO DROP 00 C) JIM Em 14"T1[360WOOD-IFJ@16"OC - — - %r" FLOOR AREA ABOVE THE GARAGE TO 0 916'OC (2)1-3/4XI4 (3)1-3/4XI4 t 14"TJ1560 WOOD-1 FJ @12"OC t 4 ML FL.HDR. ML FL. HDR. MUD ROOM (3)1-3/4XI4 (3)1-3/4XI4 (3)1-3/4XI4 (3)1-3/4X14 WPLATE HEIGHT (IN LIEU OF 11'-9 3/4") r-4 ML FL.REAM ML FL.BEAM ML FL.REAM ML FL.REAM 5/8"TYPE-XFIRE RATED SHEETROCK ON)WALLS AND CEILIN4G un 0 MASTER BEDROOM MASTER BATH 0-) GARAGE 4- 3/4"SUBFLOOR 14"TJ1560 WOOD-1 FJ @16"OC I I VAI I I INN, 0 W12X65 STEEL GIRDER (2)2X6 ACQ SILL PLATE -CCIL W/(2)2XI2 PLATES COP-R-TEX TERMITE SHIELD 4' CONIC.SLAB REINFORCED ° FOAM F.G.SILL SEAL PC -0 BASEMENT WALL -p 10"PC WALL DAMPPROOF EXT. 16"X8"CONC.FTG. 2X4 KEYWAY co (2)#5 REBAR 4"CONIC.SLAB 4 1 vs R SECTION D-D � � � � . 24"XI2"CONC.FTG. SCALE: 1/4" DPAV;N: Mll MS V-011 2X4 KEYWAY °. k. SCALE: 1/4"=1'-0" (3)#5 REBAR JOB#: Apri 112,2010 SITEET 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 CONIMENCING 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-8 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 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. REVISIONS: REVIEW SET 12/15/2009 BID SET 12/17/2009 PERMIT SET 04/12/2009 4„ ,I , - :,. -I ( 1-3/4X11-1/8 i _ _ _ - - - - �' '. 2X8 CJ '916"Or- #ID STAINLESS STEEL OR GALVANIZED ISO WOOD SCREWS W/ • � � � 1 `I � / •� WASHERS @ 12"O.C. ( I ( I I 12"O.C. ATTIC / STORAGE o a PIL • l . _.. „ ._.... , I I I I , 1/2 APA RATED SHEATHING GRADE PLYWOOD - _.... �' G ; (ALTERNATIVIVE:7/16"O.S.B I I I J ..-.. ,. ....,,, _ ....... .-:. ,:. :...... . : ..-:.:...... .. :.... ... <.. . . ,.... .. . . U / t • I I I Q ( / O 1/2"APA RATED SHEATHING _ .:.. .... .. . - .. - , : . .: .. .-:,.. - ,� .„ : ,. -._ 3/4" S UBFLOOR — - - — I I GRADE PLYWOOD (ALTERNATMVE:7/16"O.S.B.) ( 1 I ( ( I I I ( I 1 14" %15ro0 WOOD-I FJ 612"OC V 1 © 5/8" D #105TAINLESSSTEEL / TYPE-X FIRE RATE OR GALVANIZED ' SHEET ROCK ON WALLS 4 CL Ln WOOD SCREWS W/ O WASHERS�ID 12"O.C. • ! f O• 1 1 ( 1 ( 45 MINUTE FIRE-RATED � z WINDOW SILL , -^ I DOOR w/ SELF CLOSING ' TYPICAL WINDOW OPENING HINGES ` STEEL JAMB I I I I (LESS THAN 4-0X8-0 OPENING) F1 I ( I I I ( I I , ` a I I I I I • GsARAGE ® 0 TYPICAL DOOR OPENINGEl (LESS THAN 4 OX8 0 OPEENING) / Q tn , O 24"CC 4" 8" PC 4" CONC. SLAB (REINFORCED) l i I l I WALL .° • ' I • I •• I ( _ _ I • ( I • 16"X8° CONC. FTG, 2X4 KEYWAY (� f IIII ( 11 (2) 05 RESAR SECTION E—E. PROVIDE ALTERNATE PRICE TO DROP FLOOR• 1 ) �I E TO • ( ( •• i 1 ( ( • 1 f ( ( `I • — 1_ O PLATE RHEIGHEA T N LIEU OF IIl 9OVE THE j3 4") SCALE. 1/4" - 1 0 11 12"OC � � / � I � � � � ✓' I3/4"APA PLYWOOD O SHEATHING O r a 1 11 1 1 1-3/014 ML RIDGE U N a ¢ i C • ( I • I ( •® I / I • I I I • 1-3/4X11.7/8 1-3/4X11-7/8 a ML RIDGE ML RIDGE 2X4 DF#2 STUDS 1-3/4XII-: ( II\ ' 1� �/ ( I ( ML RIDGE 2X8 CJ @16"( 2X8 CJ @16"OC 2X8 CJ @16"OC I I ` ( #10 STAINLESS STEEL OR GALVANIZED WOOD SCREWS W/ 1 I} WASHERS 0 12"O.C. • • • • • ® ATTIC / STORAGE o MULTIPLE PLYWOOD ASSEMBLIES [`V' 0) 2-2X4 DF#2 STUDS CONNECTED O ® 17 r� O L� TOGETHER WITH STAINLESS STEEL I C7 v U OR GALVANIZED BOLTS W/WASHERS G a; -0 � v AND NUTS @ 2' "O.C. X � � � m � U TYPICAL MULTIPLE OPENINGS (MORE THAN 4'-OXV-0"OPENING) BEDROOM No. 2 LOFT w � � C� m ® w 1J t 14"TJ1360 WOOD-1 F1 @16"OC u 3/4"SUBFLOOR 3/4"SUBFLOOR 0 °I° - - - - 04 O C� .r 4 4 � WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL - - 14"TJI 60WOOD-IFJ @ 6"oc COFFERED CEILIN Ln U rn LIVING ROOM DINING ROOM �r ..� � AS PER TABLE 1609.1.4, N.Y.S. IRES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) N o 14 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHIALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHt%AENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y,S. RESIDENTIAL O CONSTRUCTION CODE).THIS IS NOT A SUJBSTITUTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND REEDY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. Ln HARDWARE MUST ACCOMPANY SHUTTERS;FOR INSTALLATION. W U a•o ROOF VENT 3'O ROOF VENT d•fS RDOF VENT MA TER BEDRO M O 3 4"SUBFLO R g T 7 3 7 -1-T I ' 1114 11H — " - — 14"TJI5660 WOOD-1 F1 @16110C LAV. (3) 1-3/4X14 (3)1-3/4X14 ` [� Wo 5ecNER ML FL. BEAM ML FL.BEAM aR ATH STEEL LALLY COLUMN D• ¢ ( )2X6 ACQ SILL P-ATE t co. '1" s ` CO -R-TEX TERMITE ELD OAM/FG SILL S AL ;e p 1 ' rn 10"PC FOWNDATION •,� 10 ; W DAMPPROOF EXT. PTH Ne.1 HALF eAll1 MASTER"eTH lP"40R�RM. , •� . , t a , 11/4 /1/4 1 1µ 1172 1111 1114 11r/ 11/2 11/2 1114 11l/ 11i4 11/4 t we wC LAI SINK SINK wC qy LAV LAV g SINK Dw sH ER sl+ovER w.M. FA.1 4� 4"CONC.SLAB b L OR ATH OR ATH — _ � — ��—�—,• �•� a. •. e a •. a a. a • e. /. a a. e. • a. • a • •. °D � y, ? '2 J:,�I 112 9 9 C.O.I 2 ? 1114 9 CO. , f•OIL • ' 1 P•O/�' CO 11// CO. Co 1 3 3 • _ • . to • r-<..'N'�.`;: a a 24"X24"X10" CONC.FTG. a 3 2411X12"CONC.FTG. (X4 KEYWAY ` ,y fill `„ M (3)>♦IS REBAR ,, r� ��,a9ry�a 4 SECTION F-F b > DRAWN: MH/MS SCALE: 1/4"=V-0" 4"C.I. TO APROVED -p', y4 HOUSE SEPTIC SYSTEM _ •`ti j"' • � >4 JOB tt: SLOPE"1/4"PER FOOT PITCH TO DRAIN TRAP SCALE 1/411 - 1 -011J.V"aye .. April 12,2010 aw }; SHEET NUMBER: PLUMBING SCHEMATIC N.T.S. y-',. e�' A r . 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 A-9 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: REVIEW SET 12/15/2009 BID SET 12/17/2009 PERMIT SET 04/12/2009 \ \ ,\ I \ \ .\ \ .\ \1 \ i iJ /` / / \ \ \ \ \ 11 1. \ \ \ ` \ \ \ \ , \ \ \ \ / /' / r' \ 1. \ \\ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ .� 11 i %v % ''\ \\ \ .\ \ \ 1. \ \ \ 11 / J' i '\ \ \ 11 \ \ \ ''\ , '\ \ `\ 11 1. \ \ \\ / i / ,' / /' , r r \ \ \ \ \\ \ \ \ \ 'J, \\ \ \ \ \ \- /' `\ \ \ /' / /' /' /' i \ \ i I i \ \I 1. \ \; \ \ /` / I \ r , , J ; i , \ \\� _ _ ' J' i \ \ % \\ �. \ \ 1 \ 1n / , / / \, \ \ I-� / i i I \ \ `\ \ \ \ \ �\ \ \ \ , : , / ' / ' / / / / / ' I I \ \ \ 11 \ i \ / r' \ \ 1. __________________._...___.___________...__.._-___..-.-_._._-.____.__... r/y L- 1. i i1. \\ v /' j i' / I I I \ \ \ , II. , / v / �/ r 1 _--_....___--"__.--_.,-_.__.__--_--_...--______,__-__ / ,' r // i i \ \ \ `\ \ \ \ \\ r� i I 1 \ \ \ \ i / , , i ,/ r', , , , v , j /' / /' /' /, I + IT'*' '\ \\ \ \\ \ I\ \ Z ----__..._..__-__...___.�__ ._._____..-,.—. _ /' / ,/` J'' i ,/ / ,/' / I I I i i • J i , r _-.__._-.._---._--._..-_..-_--..__-._-.__--_._.._-..,_.._.,_ J __ ___ __ _ _ _____ _ I / ;'',; /' " F JJ /' ' / I __.____.____.___.--__-__._-_.--___-.___.-._-_- ' /" / 1 /" /' I i I �� I I p„1 .� / / / ' % ' / i / / i __--_ ___ ---._._.-.-...--------------.-"-."----,_-._...._-._-- : / ', , ;' / : '/"' /''/ / I , ^ ' i / f i / I I I � 1 I I ^ O i' '11 i ! v v / I i I.----._-_.-..-__,__-__-____-__-__-__. _-„-_,---_.-_ J // / / / i , /`l / i /i/ j I ROOF AREA No. 1: 1181.4 SQ. FT. ROOF AREA No. 3: 1264.6 SQ. FT. I j I / %/ , I I i i i o _-._.------__---__._,_-_---._-,._.-.,.-.-----__---_--._-__-_..___ /'' ; %;J,', ;%' /' ,i/ ,=' J"/, / ;%;; %J,, I 1 I I j E AT 100% RUNOFF: 197.3 CU. FT. AT 100/o RUNOFF: 211.2 CU. FT. / ' i ._._..._--..-"..---------_--------------..-.._----- ----- /' / / '' ,,, /I / /' ' /'/ / / I i , I DRYWELL REQUIRED: 8' DIA. X 6' DEEP DRYWELL REQUIRED: 8' DIA. X 6' DEEP / / i' / I" I I I I II I I j l l -----_---.-_._----------------�---------------- i I / � / /" i., i; �,: i; '''��;!' ;'� % I ; I I i� I j ( I DRYWELL CAPACITY: 253.5 CU. FT. DRYWELL CAPACITY: 253.5 CU. FT. --------------..-.-.---------,-,_.------`_-_--_..____.,...-,__...- ------- r / / I I 1 I I i /" / % / /' i" / / I i ( I_-,__-----,-----------.----.---`---.------..------._---- /. / /' ;/ //' /' 1 i 1 ' 11 I I i J J` J, // / / J. v ' ,, /, , /' ,: 'i r , .11 ._.._..-'-..------..,-"--..--.-. -_.'--------'--- -'---.__. ' '' J J / / / /' / ./ c I i I ,'J // PATIO..._.. / •'i;' I I , ' ._.._-.---'___._-_..__.,..'---.-"-------------- ./ , .! '. /' i i ; I '/. I ,. /" „ /' / i I I J i' I I __----.-_------..M_..".._----.-.,-.-- --_--__- - ---..._ / / / j / ;' /' i /' %% i / I-� I ' / „-_--_,.---_.-._-_._.-___-.-.___-.___...___._____..__,__.____.__ , ,v , ,` 1, J / ..._.._,.. __-._____._._...—.._-__-_"___,-_ J /. l ,/' /'l/ 'i v / I I I I I I I I I I j i i 'r/ / // / J / /' /' v J / / I If I I / / j �1 /' I � I I L ax -- - ---------- -- ____ - ' i // ll, 1 1 .4 U -__--_-.____-_----_---.-.._-_.----___---.-- ,/ JJ ;/ ' ;'. i ; i I I I _ , „ -.----„--- ---------`.-.---.-------_-_-- ,/` '/ ;' J" ' //' /' / ; j N r¢-) / /'` / I I i I ` Q) d ROOF AREA No. 2, 1432.8 SQ FT. PATIO AREA No. 4: 125.2 SQ FT. �l J J / -._-___..-----___._-._._._._.-....-_-.-_-_______-_-_____....- I '/J/ � 'J '/ I I I I I iI �_ __.___ ___._...__.___-_____-__.__-_________ r' /' /' /j' I I i I I I I I I I AT 100% RUNOFF: 239.3 CU. FT. AT 100% RUNOFF: 125.2 CU. FT. -----_._..---___—.__-_--___---__.__._�..�.._.____ ' // // i' /' % ;J / / i I I i i / j' / / J //' ; ` I DRYWELL REQUIRED: 8' DIA. X 6' DEEP DRYWELL REQUIRED: 8' DIA. X 4' DEEP -------------.-,.-.._..-------------- ------------- .-.-- ' %' /' /, I i � I I , I DRYWELL CAPACITY: 253.5 CU. FT. DRYWELL CAPACITY: 169.0 CU. FT. _—___._-_-_-._ ,------__-_-_._-_-- _ ' / �'/ J' /' ,'/- //' //, / I I 1 I I i - __ -__.- __ ___--_.--.----- _� - - i , I 1 '' i / !' / / i ,i' !, i \ \ --'-.--_-.-.--- ------`- ---_..._-_.-_.,. i J/ i I J' --_,..___--_-_,.______.__ -.-.-_..__------____..-^- / / / iI i / i i I \ \ \ J --.------.---.-_-----.._....-------------------------._....... _I I I \ :' 1 I I I I I tV , I \ r _-___-__.__-_.. _ _.__..--,_---___.-____-_____--___.__, , M : / / // i /; \ \\ \ \ Lr� , , CU —___..._._____-___-_._____.__.____..._-_.__.___._.__._-_.____..___..._ / 1 m r / j' I 1 , /" / / / / % /, % I I 1 I I C. _--_..__.-_...,-_____..,_._--.-_-_._-_-___--.._„__.-..-____._—___ / ' , , J ' 16'/ `'/ J' i- I I f i I , I I I 1 i i � "v � •� � :' /ll r , //' / ' I I -- ---- - - ----- ' /J" !l , I I I j I I I ,8)`' �0' ' ,''// /"" i /' J J / / i I i I I 1 b J' to ,'' ;' ;'/ ' J /" ' 'J ' I ,' 1 li I11I I ) 1 11 � r- 7 u a- � :o ez U� t �` f N � r 4 W ?✓ Town of Southold 1�J SUFFO��, 8 GENERAL: ` Erosion Sediment & Storm-Water Run-off Assessment Farm DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A STORM WATER MANAGEMENT DETAILS � w SIGNIFICANT RISK FOR BASEMENT SEEPAGE OR FLOODING,CAUSE SURFICIAL FLOODING OF GROUNDWATER,OR INTERFERE WITH THE OPERATION OF SUBSURFACE 04 -Fd� Property Location: S.C.T.M.# THE FOLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A [-a SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES. 1000 xx xx xx STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN Q DRY WELLS MUST BE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION H WILL NOT COMPACT THE SOILS BELOW THE DRY WELL.FINALLY,A DRY WELL District Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK U SHOULD BE PROTECTED BY EASEMENT,DEED RESTRICTION,ORDINANCE,OR OTHER LEGAL MEASURES THAT PREVENT ITS NEGLECT.ADVERSE ALTERATION,AND REMOVAL. GUTTERS DOWNSPOUTS DRAIN PIPE C THE BOTTOM OF THE DRY WELL MUST BE AT LEAST 2 FEET ABOVE SEASONAL HIGH 1) WATER TABLE OR BEDROCK AND BE AS LEVEL AS POSSIBLE TO UNIFORMLY GUTTER SIZE ROOF AREA ROOF AREA DIAMETER OF ROOF AREA ROOF AREA DRAIN PIPE Item Number: (NOTE: A Check Mark(X)for each Question is Required far a Complete Application) Yes l�o DISTRIBUTE RUNOFF INFILTRATION OVER SUBGRADE SOILS. (INCH) @ 1/16"SLOPE @ 1/8"SLOPE LEADER(IN) SQ.FT. GPM DIAMETER 1/8 SLOPE GPM 1/4"SLOPE GPM 3 340 480 2 1088 46 3 1644 68 2320 96 -' coNsrRucTloN: Will this Project Retain All Storm-Water Run-Off Generated by a Two(2")inch Rainfall on Site? FOR DRY WELLS,PROTECTION OF THE SUBGRADE SOILS FROM COMPACTION BY 4 720 1020 2-1/2 1974 82 4 3760 156 5300 220 N CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL. (This Item will include all run-Off Created by Site Clearing and/Or COnStrUCtlOn aCtiVltleS as well as all Site El 11 PRIOR TO ITS CONSTRUCTION,THE AREA TO BE USED FOR THE DRY WF.I L SHOULD BE 5 1250 1760 3 3220 134 5 6680 278 9440 392 Improvements and the permanent creation of impervious surfaces) ,,,,,....,_,,// CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STOCKPILED MATERIALS "4 6 1920 2720 4 6920 288 6 10700 444 15100 628 FROM COMPACTING THE SUBGRADE SOILS.DURING DRY WELL CONSTRUCTION. 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures indicating Size&Location? PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUBGRADE SOIL COMPACTION X AND SEDIMENT CONTAMINATION.ALL EXCAVATION SHOULD BE PERFORMED WITH THE This item shall include all Proposed Grade Changes and Slopes Controlling Surface Water Flow! — LIGHTEST PRACTICAL EXCAVATION EQUIPMENT.ALL EXCAVATION EQUIPMENT SHOULD OGEE GUTTER-STANDARD 5" BE PLACED OUTSIDE THE LIMITS OF THE DRY WELL. TO HELP PREVENT SUBGRADE SOIL CONTAMINATION AND CLOGGING BY SEDIMENT, NOTEES: 3 Will this Project Require any Land Filling,Grading or Excavation where there is a change to the Natural DRY WELL CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? — X fly SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY I).A),I.EXK D NOT- ``'' TEMPORARILY OR PERMANENTLY DRAIN TO THE DRY WELL ARE STABILIZED.THIS A),I•DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 0 W DELAYED CONSTRUCTION EMPHASIS THE NEED,AS DESCRIBED ABOVE.,TO CORDON 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of 94 OFF THE DRY WELL AREA(S)TO PREVENT COMPACTION BY CONSTRUCTION EQUIPMENT 2).PRREPLE ATION: Five Thousand(S,000)Square Feet of Ground Surface? A),I.CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. I�.� AND MATERIAL STORAGE DURING OTHER SITE CONSTRUCTION ACTIVITIES.SIMILARLY, B),1. PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR z USE OF THE DRY WELL AS A SEDIMENT BASIN IS STRONGLY DISCOURAGED.WHERE / ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. 5 Is the a Natural Water Course Running through the Site? X UNAVOIDABLE,EXCAVATION FOR THE SEDIMENT BASIN SHOULD BE A MINIMUM OF ROOF AREA:XXXX.X SQ FT. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR 2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM. AT 100%WATER RUNOFF:XXX.X CU.FT. METALS WITH PROTECTIVE BACKING PAINT. Is this Project within the Trustees juriStriCt'lon Or within One Hundred(100')feet of Wetland or Beach? ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE - . ' SUBGRADE SOILS AT THE DRY WELL BOTTOM,WHICH SHOULD BE ESTABLISHED ONLY SO FT'.167=CU.FT, 3.INS3TALLATION: 6 Will there be Site preperation on Existing Grade Slopes which Exceed Fifteen(15')feet of Verticle Rise to AFTER CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE ARE IS COMPLETED AND _ _ A). PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. X -1 DRAINAGE AREA STABILIZED_ PROVIDE(X)8'DIA.X 4'DEEP DRYWELLS One Hundred(100')of Horizontal Distance? 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OE RUN. IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA IS �.. T-"r3. ''�• 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. ,.�. STABILIZED,DIVERSION PIPING OR OTHER SUITABLE MEASURES SHOULD BE 8 FT X 4'=169 CU.FT. '�'R a).COPPER/LEAD:FLASH AND SOLDER GUTTERS To DOWNSPOUTS AND Will Driveways.Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off '�u, 4 *" - INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND 7 X ^ .Ily+ V ACCESSORIES. into and/or the direction of a Town right-of-way? n .c' a SEDIMENT AWAY FROM THE DRY WELL.THESE DIVERSION MEASURES SHOULD NOT DRYWELLS CAPACITY:XXX.X CU.FT. B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT g0 �� �1r. �� BE REMOVED UNTIL ALL CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE AREA , yy Y'" CONNECTORS. t^7 IS COMPLETED AND THE DRAINAGE AREA STABILIZED. � 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL �'p' � >'"�. `�' 0 STONE FILL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATE $ Will this Project Require the Placement of Material,Removal of Vegetation and/or the Construction of X .rw :d" ,- CONNECTION WATERTIGHT. Y 7 1:1 t A ,.9 I^ /" DRAWN: MH/MS COMPACTORS.A MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES IS RECOMMENDED. an Item Within the Town Right-of-Wayor Road Shoulder Area. •:: .,, ha item will NOT include the Installation of Driveway Aprons.) ` t DRY WELLS TO BE 10'MIN. 4).PRROTECTION: (r Y P ) i. 4= a-�•1 - SCALE: NTS PRETREATMENT: � TF:^�'��`..".'; •.y.' AS WITH ALL OTHER BEST MANAGEMENT PRACTICES,PRETREATMENT CAN EXTEND THE AWAY FROM HOUSE A),I•PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. , ,'J-,. .i t '� JOB#: B),I•TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL 9 Will this Project Require Site Pre eration within the One Hundred 1 p y - FUNCTIONAL LIFE OF A DRY WELL.WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF j q p (00)Year Flood lain of an Watercourse. �''"`1Y"'�.''� `- COMPLETION. X '-"I.';�,;"^'ter''' Aril 12,2010 RUNOFF POLLUTION,ROOFS CAN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND {" -'•„-" . ''1` P ORGANIC MATTER AND.DURING SITE CONSTRUCTION,SEDIMENT AND DEBRIS, SHEET NUMBER: ",' ' e THEREFORE,ROOF GUTTER GUARDS AND/OR SUMPS OR TRAPS(EQUIPPED WITH � 00 � �'� s)t ay�aa�$'? CLEAN-OUTS)IN CONDUITS TO A DRY WELL SHOULD BE INCLUDED WHEREVER O O C C NOTE: if Any Answer to Questions One through Nine is Answered with a Check Mark in the Box,a Storm-Water,Grading, V, r Wr��,,p-,m.,.-_� '_ PRACTICAL TO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES Drainage&Erosion Control Plan is Required and Must be Submitted for Review Prior to issuance of Any Building Permit. "�r. 1-ass THAT CAN ENTER THE DRY WELL. . -, - , :�' 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 lu — I 0 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: REVIEW SET 12/15/2009 BID SET 12/17/2009 PERMIT SET 04/12/2009 im ,"IS El"MOURGY" Co"hu" MPI IAd 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, s'` 'A" � � ;, WINDOW AND DOOR WITH WOOD TRIM: ACCORDING TO THE COMPLIANCE ANALYSIS. .da` . I � �` '0 1). INSULATE HEADER UNCONDITIONED BASEMENTS: w . r4�" L I 2). SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE. 1). INSULATE THE FLOOR ABOVE THE BASEMENT. REFER TO PLANS FOR REQUIRED R-VALUE. liance Cert "flocate 3). SEAL BETWEEN WINDOW/DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS2). INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOOR. BEAD OF !OW-EXPANSIION FOAM, OR FOAM BACKER ROD AND CAULK. FIBERGLASS 3 . INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. ' , `.I `< ' 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 H AND VOID THE WARRANTY. FRAMING: PLUMBING AND ELECTRICAIL: SEALING BAND JOISTS DURING CONSTRUCTION: 1). CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. Ere , C ° Nsw YoTk Energy Conservation SEALING PENETRATIONS: 2). APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBFLOOR OVER. -+ ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3). CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE. CianstrucbmCodsO BE SEALED. 4). CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. Sty f Fal k C oun tyA N ew Yo rk, M C 0 1 t 1�,T j Detacksd I oT2 FaTW%r � RECESSED LIGHTS: SEALING BAND JOISTS AFTER FRAMING (ALTERNATE METHOD): v .n rf -c ^ W F---I RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1). INSERT RIGID FOAM BLOCKS ON INSIDE OF BATTS IN FLOOR JOISTS, ALONG G� nq Are a rt pm: NIS CONTACT ("IC" RATED), AMD MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1.3. EXTERIOR PERIMETER, AND FLUSH WITH SILL PLATE. 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. eal"a oeg e . s: 575U � Z SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS. THE AIRTIGHTNESS O d STANDARD OF 2.0 CFM, (ASTM E 283). UNITS WITH A LABEL THAT REFERENCES THIS 1ST. FLOOR DECK: '" � ASTM STANDARD, MEC OR: ECCCNYS MAY BE ACCEPTED. THIS REQUIREMENT CAN ALSO 1). FULL INSULATE JOIST CAVITIES. Il�l•�l�aTl � �" � _a, : p` °,.1l �_O a BE SATISFIED BY INSTALLINiG SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2). INSULATION TO BE SUPPORTED WITH WIRE RODS. BELL,HOUSE % may ISCH KRU, ARCHITECT O O U SERVICE WATER HEATING: EXTERIOR OPENING HEADERS: , ,, IF VERTICAL PIPE RISERS ARtE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER UkUREL FIRED HOT WATER TANKS„ HEAT TRAPS (IF NOT INTEGRAL TO THE WATER HEATER) MATERIAL IS THINNER THAN WALL CAVITY. 1_pjmT �M, NY w MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT LADDER BLOCKING FOR INTERIOR PARTITION WALLS: x'7 ='777iar r7 � ,,,� A Y 1 OF INSULATION IS SUFFICIENT FOR PIP LESS THAN 1 F HEAT LOSS. GENER LL /2 N ES 1 . PROVIDE HORIZONTAL BLOCKING AT 48 O.C. AND AS NEEDED FOR NAILERS. IN DIAMETER. CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. 2). FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING. 3). PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM, Co , . ,- " : Mm;*m U` Y jrUA,:'47 7 TUB/SHOWER UNITS ON EXTERIOR WALLS: 4). TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES. PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT. THIS INCLUDES 71. g, INSULATION AND VAPOR [RETARDER AS WELL. CAVITY SEALING ON EXTERIOR WALL: , . � SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. ,. .,. 4:■■ .r '. .... ,�.',t „t ','. ",': '"'" „ 'T ., ",; , '�, n.,a.� ;! f.�'',t ` _. •b - i.}'a:'' iJ E,,: r.,., HEATING, VENTILATION AhVD AIR-CONDITIONING (HVAC) ;,.-, ,., .., � ,,;� ,.. .. .. , ,.,, : ,,..... ....... .. � .,,, ..:,;, ., :. , t k 1 EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING: 4 �. .., HEAT LOSS CALCULATIONS; AND SYSTEM SIZING: ..�{�.��,..._,��.0 N .y HEAT LOSS A CUL O S MUST BE DONE IN ACCORDANCE TO ECCCNYS 503.3.1. 1), SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBFLOOR. Floor. , � , �, '�r ;���� a Rw-��:: '11e �`'LI'l��i " #�,�� �. ,, ,��� "���,a �•� �� E C L ATI N 2). SEAL SOFFIT AND BAND JOIST WELL ENOUGH TO PREVENT WINDWASHING. 3). SEAL SUBFLOOR JOISTS WITH ADHESIVE. HVAC SYSTEM EFFICIENCIES: 4). SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING. THE THE MINIMUM EFFICIENCIY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. + - � p = t` 14 0.27D 4d a ECCCNYS 503.2. NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL r-•+ a F" MINIMUM EFFICIENCY STANDARDS. , ��,7 ,�,2'w M od Fmcm e.,Do Ze Pa.7r_'wth Lcemi-E, 24 02130 7 '� M ATTACHED GARAGE: N `� HVAC CONTROLS: 1). IF LIVING SPACE ABOVE, SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE Vi r I FAIS Fracm, : Ve Pa7.e v-E .310 64 CEILING WITH ADHESIVE. CONTROLS MUST BE 1N ACCORDANCE WITH ECCCNYS503.3.2 AND 503.3.5. TEMPERATURE 2).SEAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROM ET 1: Goa 21 •300 6 a CONTROLS MUST INCLUDE THE CAPACITY TO BESET TO 55 DEGREES OR LOWER PIPE AND DUCTS. ��'�� ., �, °tea "'" ,� (FOR HEATING) AND/OR 815 DEGREES (FOR COOLING). THERMOSTATS USED TO CONTROL m ,: l s .03 0.310 6 HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE (OF AT 3). SEAL ALL PENETRATIONS THROUGH BLOCKING.LEAST 5 DEGREES) WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER 4). PROVIDE BOTH INTERIOR AND EXTERIOR AIR BARRIER TO THOROUGHLY V AFr ' t!U M Fmrlea F,c a" T181 T9.0 62 SUSPENDED OR REDUCED. SIMILARLY, HUMIDISTATS MUST HAVE THE CAPACITY TO ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS. I e '. F1'zImenT1 lu"Yll� P37e,SIT ,�i1-E 0 .1 PREVENT ENERGY CONSUMPTION (SUSPEND OPERATION) BETWEEN 30 AND 60% RELATIVE DROPPED SOFFIT ON INTERIOR WALL: %7Jgn'd:'m S`Waod F(mms "'. Parke .39 11.2,30 11 HUMIDITY. HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR USE PLYWOOD, DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING, CAULK AT TEMPERATURE. '. r �rrw `e Pane wr �,,-E, `104 .310 ,�`2 o ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN TOP PLATES. F VENTILATION IS NOT REQUIRED. WHEN THE SYSTEM IS SHUT DOWN, AUTOMATIC OR e�M 1.: 'CE-N ' no � 279 �0 0 G.D N � INTERIOR SOFFIT ON EXTERIOR WALL: � v GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. 1). SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER. C� lI�g .2: -� � 7 Cyr em s "'�3 rj r 2 . O. � 5 x s, p 2). HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE T DUCTS AND PIPES: " ° �u FRAMING INTERIOR SOFFITS OR UTILITY CHASES. � x o DUCT AND PIPE INSULATION IS REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN c� 3). SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. �. : . i ., � � I - - v� w UNCONDITIONED SPACES, AS INDICATED IN ECCCNYS 503.3.3. FLEX DUCT MUST HAVE I fi tI ` S t 1� b1 am,. tom. n cal ` atcnm Ejnm. �j � � � 2 R-VALUE LABELS ON THE OUTSIDE JACKET (ECCCNYS 102.5.3). KNEE WALL SUPPORTING ROOF: 1f1th Vs. perMr. ,. lmton'� TZie MS iPT%IE_ r_SrL d °=y e b mom thy`2` j'r Ns� �Ycl � ' �' .�ew c _ "In � u DUCTS AND PIPES IN UNCONDITIONED ATTICS, GARAGES, BASEMENTS AND CRAWLSPACES T ALL E WALL A RAFTERS LATE WALLS T 4 �" � 1). SHEATH W BETWEEN WA AND R TERS AND INSULATE WA S O r R eS " j f3S �:m 'l � "° `l #` a $"3 y Cr";' ` r 0 MUST BE INSULATED. WHENEVER POSSIBLE, MECHANICALS ARE TO BE LOCATED INSIDE n-ff 1`eT,jI7e _ �S_1 �, sm � � � �.� _ � � " `'_, PREVENT WIND WASHING. cnm . e, `"*0 1 .` T. r E , Faros ar s call" � , J1 :� P_3R� ' ��'�;*N5 e_ U u� THE INSULATED ENVELOPE OF THE HOUSE. .:; s.x'r. , :. x ', 2). 1F RAFTERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES. IF HEATING DUCTS ARE INISTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION. N � 0 a R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. 3). PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR °� W DUCT SEALING: INSUYA'"6�I ATE. Name - 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 NSU I SEALED. ALL CONNECTIONIS AND SEAMS (EXCEPT LONGITUDINAL JOINTS THAT LOCK) INSULATION SHOULD BE FLUFFED TO ITS FULL THICKNESS, NOT COMPRESSED, AND MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. NOT ROUNDED OR SCALLOPED AT EDGES. F TAPES MEETING UL 181A MIAY BE USED FOR RIGID FIBER DUCTS. TAPES MEETING FILL THE CAVITY: d UL 181B MAY BE USED FOR, FLEX DUCTS. DUCT TAPE IS NOT ALLOWED FOR DUCT U INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS, PLATES, SHEATHING O SEALING. AND DRYWALL. IN CEILING AND FLOORS, IT SHOULD BE IN CONTACT WITH THE DRYWALL WRITTEN MATERIALS: OR SUBFLOOR, AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS. 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: N INSULATION SHOULD BE SPILT AROUND WIRES AND SMALL PIPES; CUT AROUND ;4 TO SUCH MATERIAL IS ALSO ACCEPTABLE. ELECTRICAL BOXES, LARGER PIPES AND OTHER OBSTACLES; AND SPLIT OVER CROSS REDUCED MOISTURE: BRIDGING IN FLOORS. NEVER STUFF INSULATION TO GET IT TO FIT. EVERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS. G.C. TO CONFIRM THAT U DOCUMENTATION OF R-VALUES: THE FAN ACTUALLY WORKS; USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT x AS POSSIBLE. KITCHEN RAl\JGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS, ESPECIALLY FACED OR UNFACED FIBERGLASS BATTS, AND RIGID FOAM INSULATION MUST BEINSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR. IF THERE IS A GAS RANGE. VENTILATION: ACCESS OPENINGS: MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND ATTIC HATCHES, SCUTTLES, PULLDOWN STAIRS, etc. MUST BE INSULATED TO THE SAME R-VALUE AS THE SURROUNDING AREA. l OD FOR DETERMINING MECHANICAL � ...rr,Ary,�:�.�,....�r,�,�rs�. rw.».,. .rN. r, ,,,ri,.mm-�.�u.�„•,��,�,.w.,.�.� .rq,,.r��,.�.�n„°„�m��,,�..,.��.,m,�o�. n,.�>�w.N.,,.,, ,..•.,.,.�,"�..,,� r,,,..•,.,,�,w»�,,-.��..�d,,.nr.,�..,.>�,,.�,„�.,..r�.,��,�� r.�rb,�.,,.,�„�r,...�.ro��.,w�,��w.�.x„�,.,.,.,�,.,,,,,�,..:,..�.�:..�..�,.,,�,,.,,-,.�,....:..�,:,�m,...:�.:,.,,..,.,,:,,,r�,.,.:.�,.,...,mm..,�",,.,�-n r...,. .w�,n�...,n , THE REQUIREMENTS CONnAINED N NYS CODES OA VENTILATION RATES. ; , '1"� CATHEDRAL CEILINGS: k : 1 jt KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM . , . " ; I ( ' l! ! E �L` EL,L- P > '1 INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE 1) PROVIDE V CHANNEL FOR AIR FLOW ABOVE INSULATION UNDER ROOF SHEATHING _ 2). PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE. ;..� s DRAWN: MII i Ms a SCALE: NTS " e;:; , w' .s; • JOB#: April 12,2010 SIIEET NUMBER: r 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 A1 I 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: REVIEW SET 12/15/2009 BID SET 12/17/2009 ROOFING PERMIT SET C4/12/20C9 - CROWN 2-1/2 1-114" FASCIA IX8 \r \ Roo" V-4" (TYP.) (� (ADJUST DEPTH IN FIELD FOR SOFFIT HEIGHTS TO MATCH) CROWN 5-1/2" FRIEZE BD. 1X8 — \ SOFFIT II IIIIIIIIII STUD WALL W/FIBERGLASS AIR ( ' ' IIII 1 GATT INSULATION �� 1/2 RND. GUTTER CEILING JOIST AIR ; WEATHER RESISTANT FLOW' - BARRIER OVER ,' SHEATHING OR SUBSTRATE CDR- ENT ` \ SIDING SV-3 RAKE DETAIL �' FASCIA 1X8 BLKG. GSM IP EDGE s 5/4X6 BACKER BOARD W/DRIP EDGE � "_ 1 • CAULK AS REQUIRED r ; SCALE: 1-1/2" — 1'-011 w i •� CULTURED STONE 6 1X6 BEAD BD. SOFFIT WATERTABLE/SILL i, SIpIN� 5-1/2" SPRUNG CROWN '•' ••' UNDERLAYMENT 6 3 „•• SIMPSON A-21 OR 4 1X6 FRIEZE BOARD METAL BRACKET,HOLDING PS-400 COR-A-VENT J.s• CAPACITY 5 LBS./LF or 1/2 X2 I METAL PLATE MIN.22 GA.MTL.SUPPORT FURRING STRIPS MIN.1/8"X 1 1/2" VENT "� ENT � " ► PIPE SIDING LATH RABBET •''-t, SCRATCH COAT 9 "xa" _ '�'• • l� 60FFIt " O TOP � ' �? �� 5/4X4 WINDOW / DOOR TRIM � • MORTAR SETTING BED a�•l g� AIR PLATES y 1+ i METAL PLATE W �'• CULTURED STONE VENEER �•oowv8or�•e �' MIN.1/8"X 1 1/2" Q ENNANCED o C o og INSECT SCREEN H Il9o• b•o• $O •• O IIIIIIII III °� � .boo e WALL V1 CULTURED STONE II,IIIIo�lllp o �.p ��sr STUD o I o 0o Be U,Q� WATER TABLE ] SILL AT SIDING °$ � SOFFIT DETAILSCALE: : N .T.S. COR-A-VENT o sV-3 WALL VEINIFINGDETAIL 1- 1/2" _ �- �� � VENT PIPE DETAIL SIDING SCALE: 1 0 a� SCALE: N .T.S. SCALE■ J.—1 2" 1'—O" COR-A-VENT ROOF-2-WALL / SIDEWALL VENT a. CULTURED STONE � Q.� CULTURED STONE + t O MORTAR SETTING BED D D D MORTAR JOINT WINDOW WITH MORTAR JOINT v° d 4° ° INTEGRAL MOUNTING MORTAR SETTING BED FLANGE ROOF RAFTER WINDbW—► FIRE B OCKING • CRATCH COAT S MINIMALLY EXPANDING `s ATH D D D CONCRETE WALL POLYURETHANE FOAM OR ••• 11 �° APPROVED CAULK CAULKING BEVELED CEDAR CEILING JOIST `,`%%EATHEM ~ � MOISTURIE BARRIER Q PAN FLASHING SIDIFLOW, (AROUND WINDOW RSO) AIR t �L� REBAR WHERE , 5 HEAT HINIG S WRAP TYVEK INTO STUD ' 0 r 1 D p OCCURS OPENING(JAMBS&SILL) WALL BEAD BOARD �� BLKG. a a c IBERGLASSS INSULATION � &TAPE(ESP. @ CORNERS) " (WHERE OCCURS) ° ° USING TYVEK FLEXWRAP Q 1-3/8 SOLID CROWN i-3/8"SOLID CROW ��- • .Q Q •� LAP&TAPE TYVEK 1X2 B OCKINGRD 1X4 TRIM BOAR M 1X6 BEAD BD.SOFFIT AT JOINTS(UPPER SHEET WINDOW SILL DRAINAGE DETAIL 2X STUD WALL � -- � O• OVER LOWER SHEET) 0. D D D t PS 4VENT00 OSTR PENT 1X A2EK TRIM BOARD n � � Q FASTEN TYVEKFLEXWRAP SCALE: 1-1/2" — 1'-0" CORNER USING MECHANICAL SIDING FASTENER CULTURED STONE. CULTURED STONE INSTALL TYVEK F OPENING PORCH COLUMN AROUND PERIMETER OF OPENING OVER STUD WALL OVER CONCRETE SCALE: N.T.S. SCALE: N .T.S. WINDOW SILL DETAIL WN o SCALE : N .T.S. FLOOR JOISTS TYPICAL PORCH DETAIL N v SCALE: 1" = V-0" ° m r,4 V wc) x 6"MIN. R 4'-0"O.C. 1 "MAX GIRDER 2X6 ACQ SILL PLATE TYPICAL SPACING COPPER COATED TERMITE SHIELD G G c� ,._ C.a c SILL SEAL @ @ MIN. U16" 2"MAX. BOX IN OPENINGS 6" ON i • 4-3/8"X2' #5 REBAR 8" � 'cs ® OPENING w/2X8 ACQ LAG SCREWS MIN. 00 TYPICAL CORNER ANCHOR BOLT ^ STEEL (SEE ANCHOR BOLT DETAIL) o „, W Y O G COLUMN Q GRADE TO SLOPE �' ^ " a AWAY FROM BLDG. #5 REBAR #5 REBAR POURED CONCRETEp ANCHOR eOLT SPACIN(S FOUNDATION WALL a Q ASPHALTUM pAMPROOFING " MEMBRANE TO GRADE INSTALL#5 REBAR IN 1/2"PREMOLDED FILLER H ^ O FOUNDATION WALL AT AT PERIMETER OF SLAB ' EACH WINDOW OPENING • PROVIDE 2X4 KEY V 6X6 STEEL WIRE MESH ^ 4"THICK p d O 2X6 ACQ SILL PLATE 3"SQ.WASHER& CONCRETE SLAB un COPPERS COATED TERMITE SHIELD END NUT SETUP •� SILL SEAL 6 mil.POLY D • D 6 8"MINIMUM FOUNDATION VAPOR BARRIER �� 12" #5 REBAR WALL 5/8"DIA.ANCHOR BOLT EMBEDMENT 4"THICK CONCRETE SLAB w/ 4"COARSE SAND 4'0"O.C. (TYPICAL) o h '^9 6X6 STEEL WIRE MESH OR GRAVEL Q a a PA TE Q D Q o Q D Q CO EAN FILL 4 #5 REBAR POURED CONCRETEt, 4 d v o v 16" �U FOUNDATION WALL Q Q ���eesss DETAIL 6 mil POLYNOTES: ®� ( � VAPOR BARRIER e p n d v Q pp1).USE 5/8"DIA.A MIN.II BOLTS w/MINIMUM 8"EMBEDMENT INTO POURED o c TYPICALFOUNDATION W LL CONCRETE(15"MIN.IIN CONC.BLK.)w/3"SQUARE WASHERS AND END NUT f� SETUP. SCALE: 3/4" � V-011 _ l 2).ANCHOR NOTED HERtEIN ARE NOT TO BE USED FOR OR REPLACED BY HOLD IL ����E� 3/(�I) � � '�0'I ji DOWNS FOR SHEAR WALLS. ��TT 3).ONE ANCHOR BOLT[IS TO BE LOCATED BETWEEN 6"MINIMUM TO 12" CONCRETE FTG. MAXIMUM FROM ENDS AND CORNERS. (SEE PLANS) . ANCHOR DETAIL COLUMNDETAIL � � •Xti��� p ��� DRAWN: MH/MS 7 SCALE: NTS J013#: 6CALEV 3/4 E 3/4" V-0 j [ April 12,2010 e r".r=,'�" SHEET NUMBER: PAINTER TO PRINCE 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 12" 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: REVIEW SET 12/15/2009 BID SET 12/17/2009 PERMIT SET 04/12/2009 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFA(C TURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ° ENDWALL RAFTER WALL STUD ° CRIPPLE STUD BOTTOM PLATE 0 • 0 RIDGE LEDGER •• • BATHTUB • HEADER I DOUBLE JOIST SIDEWALL RAFTER JACK STUDS Cl FLOOR LISP NUMBER DE'.SCRIPTION APPLICATION 1ST. ADS5 HO)LD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER1 DESCRIPTION APPLICATION 1LOCATION JUSP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLIY OVER RIDGE TO EACH RAFTE E26X�l 2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST, FLOOR. CONNECT THROUGH 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 0 LS210 118go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING @24"OC rT, WALL STUD V� THROUGH-ROOF EXHAUST VENTS SELECTED AND O LOCATED BY CONTRACTOR METAL STRAP � W CRICKET AT TOP-SIDE OF VENTILATION CHANNEL Q RIM BOARD CHIMNEY AS REQUIRED RAFTER H SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN VENTILATION WOOD JOIST U� U SIDEWALL FLASHING FOUNDATION - - - TOP PLATE BLOCKING rn FINISH WALL AND MOISTURE ``` _ ^ 2x4 LEDGER BLOCKING Z BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST O STAPPIDNG TO BE ATTACHED TO WALL STUDS Q48"OC AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA Q U ANC ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD {Q NOT LESS THAN 1/150 OF THE AREA S GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER ^ INSTALL 4'0" D.C. �'� SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT h+i 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS '� �, RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF /h INCH IN DIMENSION. INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTI10N APPLICATION AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY 4" - 6" RAFTER RT10 10-3 4" x 18 a. TWDOWN ANCHOR CONNECT TO ON ALL OPENINGS / ��., ACTION / g 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" 18ga. STRAP AND JACK STUDS ,' 8" - 12" RAFTER RT20 21-1/8" x 20ga. TWDOWIJ AIICHOR EACH RAFTERI SOFFITED EAVE DETAIL ON ALL OPENINGS .' ,' KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE ~- FLASHING 4 INCHES RAFTER RIDGE CAP OF SAME BASE FLASHING WRAPS CORNERS, EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING N SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST O 'I U 01 ¢ a TOP PLATE " GIRDER/HEADER SIDE WALL FLASHING WOOD JOIST 0 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. '1-1 2 / � ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OFF ROOM TO SLOPE TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR! PLATES TO EACH STUD DBL. SILL PLATE C� o TERMITE SHIELD I �— SUBFLOOR N v SILL GASKET WOOD JOISTS ro a ° NEOPRENE _ - o m r TYP, CONC. FOUNDATION ^ CONC. SLAB GASKET ' 2x6 /2x8 CONTINUOUS WOOD PLATE a, Q DAMPPROOF EXTERIOR 6 MIL. POLY GRANULAR FILL , , , ° V} j� I � 6MIL POLY ON EXTERIOR � BOLTED TO STEEL BEAM WITH O �' y �` " ° V STEEL COLUMN au, " DIA. BOLTS Q 48" O.C. STAG. v 'n e A C o' a ROOF JACK \� �� u u STEEL BEAM r' d o u CONC, SLAB ' - ° // I I �� G CZ Ci r° e ^ COMPACT FILL • ,'� , I 4" x 1/4" x 8" STEEL +V v ROOFING LAPS TOP AND BOTTOM PLATE � U m 1/ * • • ^ FLASHING AT WITH 1/2" x 6' ANCHOR BOLT dt -'c4 KEYWAY FOOTING o /' C 3 00 v e \ ��3 4 CONC. FTG. `p n'p o SIDES AND TOP t"I >~ USS� WITH 3x3 SQUARE WASHERS 1/2" GROUT °J ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) IS .[ W 3" STEEL COLUMN REINFORCING BAR FOUNDATIdON 5/8" DIA. ANCHOR BOLT I I 1 DRAIN TILE • p + ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STOREY 72" OC TYPICAL BEAM DETAIL � TYPICAL CONC. FOUNDATION, APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIIES 36" OC STEEL ERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24%24"xl2" CONC. FTG. CRAWL SPACE OR FOUNDATION BOTTOM BEARING 1WH WALL BOTTOM PLATE TO FOUNDATION SLAB-ON-GRADE 1-2 STODRIES 57" OC ROOF JACKS & VENTS DETAIL U O �'-- SUB FLOOR <C SLAB II DOOR FRAME CONC. N 6X6 10/10 WWM GARAGE I /,_ JOIST COMPACT FILL DOOR 17�� USE 2X8 STEEL BEAM Q .^.� FOR BLOCKOUT 4" SLAB • P.T. PLATE \ W/ 6X6 WMM I I SLOPE pLut- 4 DRIVEWAY -- . NOTCH JOIST AND ADJUST HEIGHT ' 1/2" AIR PACE �`� < I A <I • ° 7 1 �, (WITH A NAILING PLATE IF NEEDED) AT END AND 1' „ ,4 ° ° e' • :< , °�•° ° " TO BE APROX. 1/2" OR HIGHER THAN t�zc a ES OF WOOD STEEL BEAM TO ALLOW FOR SHRINKAGE G ADE • --a`-z , d ° Q ° Q u'�;'C BEAMS T I-111 -11D° D C �• o • e ° • (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) A'' 6X6 W.W.M. �.� - - ' - - -.Yp - o• C ,� _ 12" �'- SUBFLOOR • o ,'D o •n �'� �'a /!'� o ��"� ,NOTCH BEAM FOR MUDSIILL IF REQUIRED -- MAXIMUM MIN. '° a ° REINFORCING BAR °, NOTCH EQUALS 1/4 DEPTIH OF BEAM I� °� Q °•o oe Illljll OIST ,A REINFORCING BAR 0•s _ - DRAIN TILE Ida Doi ° o 'o s_° SHEET METAL / 30# FELT UNDER BEAM AT POINT II ' 4� /� �° � �• ° P STEEL BEAM 12 OF CONTACT WITH CONCRETE OR CONC. BLOCK _II(_IT_IT ml Ti—IMIc 11 c•° 3" PLATE (BOLTED TO BEAM)f a G ° SHIMS TO LEVEL BEAM "• TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. {., {� ^ REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. «4;,. . < A i;�r+ DRAWN: Mil/MS 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT '' �' .��� ur a `` SCALE: NTS S: I� g4 ..FJ..•.'. U Y ilk BEAM POCKET .1 , '4I JOB#: 4' April 12,2010 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 A- 13 MANUFACTURE:R'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: REVIEW SET 12/15/2009 BID SET 12/17/2009 PERMIT SET 04/12/2009 JOIST DETAILS; 2x-Stud Plate nail-76d(3-1/2") wall at 16'+ Plate nail-16d (3-1/2") ALLOWABLE HOLES - TA Joists "on-center box at 16"on-center* on-center box at 12 INTERMEDIATE BEARING l nail-8d NO LOAD BEARING WALL ABOVE 11-1/2"hole may be loos panel nail-8d 2-1-2 Load bearingor shear wall No feld cut haler cut anywherein P ( ) mmon at 6" See Table A See Table 8 common at 6"on-center* above must stack over wall its hatched web out- ( See Table See Table toner below) Web stiffeners side hatched zone DO MOT Blcockin required each side may be required with Load from Q 0 cur or north range. 1"or 1-1/4" 1-1/4"Trus ��� Blocking at B3W Blocking panels above O pa3nel g Trus Joist* Joist rim anal 2x4 minimum shear walls aboveor 6 6 rim board board Ll 2xD1 Dl L2 2xL2 nl squash below-see detail B1 1-1/61 / oe nail-10d 3 + blocks 6 (applie to all mum minimum ( ") nail-lOd(3') box at 6" 12" at 6" knockouts) Do not cut holes larger than * ,*'Ie o es except 1.7/2"In cantilever on-center enter DD NOT Remove tongue and groove gl gl 1/16" Table A - End Support cut holes ln cantilever from floor panel edges Mt imum distance from edge of hole to inside face of nearest end support reinforcement. 3oun 2x4 minimumsupported by 1"e-Rirn®to ROUND HOLE SIZE SQ ARE OR RECTANGULAR HOLE SIZE 8d Web stiffeners ' ensure quality nailing. stall proper blocking squash DEPTH Tit TJI rim common at 4' required each blocks T' 3 a° 6a/T as/s n" 13° a^ 3 a^ 6a/z" a-tn n" 13^ `Conventional construction code minimum for * to support all panel st on-center edges side at B1W and no r-o^ r-b" z'-o^ s-o^ r-0^ r-s' 2'-6^ a'-6" se with A3 only-See Trus Joist Framer's g Use 2x4 minimum squash B2W 210 1'-0" F-6" T-0" 5'-0' 1'-0" 2'0" T-6" 5'-0' joist have 1 at a minimum O S(B blocks to transfer load 9-In"A3 A31 32 3.3 ocket Guide forA3.1-A3.3 installation 3 4 'See Trus Joist Framer's Pocket Guide for 32 83 63 CS 230 r-0" 2'.0" T-6" s-6• r-o" 2'-0" T.V 5`,0" /oist bearing at ends specifications. additional Installation specifications, around TJI joist 36o r-6^ z'•o" 3•-0^ b'-D" 1'-6" 2'-6" 3'-6^ s.6" 110 I.-cr. r-o" 6" 5'-0" 1'-" I'0" I.,,. 210 1'-0" 1'-0" 1'.0" 7-6" 5'-6" I'T 1' " 2,-0" 5'-0" 6'-6^ 6'-0"length of hare^ 230 1.-1. r-0" 1'.0" T-0" G'-0" 1'-0" r-o" T-0" 5'6" T-0" TJI joist 8"diameter maximum hole Nail Trus Joist rim 360 r-o" r-0" r-6^ 4'-s' 7'-0" r-0" r-o 2'-6" 6'-6" TV 4'0"length of g"diameter maximum hole reinforcement and for 11-7/8"-16"deep board to blocking Attach reinforcement sbo r-o° r-o" r-6^ s-o o" r-o^ 2'-0" 3'-6" 7'.0 s'-o" Web stiffeners 3/4" for 11-7/8"-16"deep filler block. Use blocking panels:6" with connections to joist with one 8d no r-o" 1'-0" 1'-0" r-0" T-6" 5'-D^ r-0" r-0^ 1'.0" T-6"' 6-0" 8'-0• 8"diameter maximum hole p required each reinforcement blocking panels; 6" 4%0"length with diameter maximum for equivalent to (2 1/2") common nail at Nail through 2x_,woo backer 210 r-o^ r-M r-0" t'-o^ T-0" 6'-0" r-0" 1'-0^ 1'-0^ 4'-0^ 6'6" a'-b• q for 11-7/8"-20"deep �� decking schedule each corner and 14^ 230 r-o" r-a^ VW r-6^ 3'-6^ s-6^ r-o^ r-D" r-0" a'-o^ r-o" 9'-0" side at E1W p on one side at diameter maximum for 9-1/2 and 11-7/8" blocking panels 9-1/2"deep g 360 r-0" r-o• r o" 7-6 s'-6' B'-o" r-VI r'-o" r.0^ 5'-6" s'•o" 9'-6^ blocking panels,6' Trus Joist TJI joist web with 2 rows 10d r-` E2,both sides blockingpanels 9-1/2"deep TJI joists. or shorter than 12"long. Attach reinforcement sbo r-0^ r-D^ r-o" T-6 6`o^ 9'-D" r-o" r-D^ r-6^ e-s' 9'•0° diameter maximum for at E3 p p rim board Blocking panel between Blocking (3") common nails at 6" or shorter than 12"lon o not cut flanges. to Joist with one Sd 210 r-0" r-o" r-0" r-0^ r-6 3'-6 6'-0" r-o" r-o" r o^ z'6" s 6^ s'-0" 10'-6" locking panels 9-1/2"deep g ach joist.Nail to top panel n-center,clinched.Use 23o r'-o" r-D" I'_0" r-D' 2'-D" 4'-0" a-6" r-o° r-D^ 1'-o" s' 9-0" 1r-D" or shorter than cut "long. not cut flanges. Tmsboard each corner nail at plate with nt to decking connections 16d(3-1/2")2n nails with 76^ 360 1 0" 1 0^ 1'0" 1=0" 3'-0" 6'-6" 10'0' 1'-0" r-0" 10'•0" 1P•6" flanges.LDo not Joist ) n'-o^ 1r-o^ C/] schedu e. Trus Joist 12"length of age widths. a• 6^ e^ to^ tz^ ts" n• a^ 6^ a" to^ ta^ ls" n• rim board ttach 3/4" 12"length of ta^ 36o r-0 r-o^ r-o^ z'-o^ s-o" lo'-o" r-o" 1%0° s'-o^ lo'-o" n'o" 13'-6" reinforcement to reinforcement 56o r-o^ r-o^ r-a^ r-o^ s'_a' n'o° 1 r-e' s-6^ n'-o" 1z'-o^ 1a'-6' ttach reinforcement joist web with 3 on one side at 3/4 20^ 36o r-o" r-o^ r-o^ r-o" T-o^ 7'-0" 10'-6^ r-o° r-D" z'-r,^ a'.o^ 1r 6^ 1a'-o^ Is-6^ W Trus Joist rim J reinforcement Q board to joist with 8d(2-1/2") rows lOd(3") E5,both sides 560 r-o' 1'-0' r-0" T-0" r-0^ T-0^ n'-0" r-0" r-D" 4'-0^ 9'6^ 12'•6' 14'-6" ts'-6" common nails at 6"on- common nails at 6" at E6 on one side at Wood C) 0" center.When on-center,clinched. E7,both sides backer S �O`J�t able B - Intermediate or Cantilever Support � � L' o p at E8 e + e Face rain a�."� reinforcing both 2�. v� Use 2 rows with 9-1/2" �`�. t a ��e� ads Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support rT, U horizontal sides,stagger nails. `t`a��tS` and 11-7/8" Sass than Less than (Ala`J� ca4 ctt` DEPTH T11 ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE w U El El E2 E3 E4 TJI joists. E5 E6 E7 05" Fl \e��' lv� ot` 2^ 3" 4^ 6A/2' 8-1/2 n• 13" 2^ 3 a^ 6-,/2' B•1/2 n• 13, Not for use with 3-1/2"TJI 110 1'-6" 1 2'-6"1 T-0" 7'-6" r-6" 2'-6^ T-6" 6'-6" O E,-I 9-1/2" 210 T-0" 2'-6" T'6" T-6" 2%0" TV 4'-0" 7-0" joist flange widths 230 2'-6" T-0" 4'-0" 8'-0" 2'-6" T-0" 4'-6" 7-6" ^ 'z Filler block Attach 360 3'-0" 4'•0" 5'-6" 9'-0" 3'-0" 4'-6" T-6" 8'.0" �ii1•� O WEB STIFFENER ATTACHMENT 110 I'-0" T D" 1'6" 4'0" '-0" -0" I'-6" 2'6„ 6'-6" 0" O T t with ten 10d (3") box 210 r-0" r-D^ 2'-0^ 1'-6 nails,clinched. Use ten 230 1'-0" 2'-0" 2'-6" 5'.0" 9'-6" 1'-0" 2'-6" T.6" 1'-0" 10'1" -J 16d(3-1/2")box nails from EXTERIOR DECK ATTACHMENT Option#1: 1/811minimum 360 T-o" TV 4'-0' 7'-0" IV-0- I T-o" TW 5'-0" 9'.6" 71'.0" each side with 3.1/2" Structural exterior A tl sublloor adhesive to all TJI Joist blocking with end /2-3/4"maximum 560 1'-6" T-0` 4'.6" 8',0' 12%9' T-0" 4'-6^ 6'-0" 19-6" IT-o" Web stiffeners TJI joist flange widths. op y g 11#2 no r-o° r-0" r-" T- " a'-V V-o" r-o" r-D" r-o" s-o" 9'-0^ 12'-T w j g sheathing contact surfaces cks installed at 1/3 joist z10 r-o" r-o^ r.o" 2'-6 s-a' 9'-0^ r-o^ r-o" T-o" 6'•0^ 10'-0° 1r•6^ required if sides of Use fifteen nails with Backer block s an locations using14" z3o r-o^ r-o" r-0" T-0" 5-6" 10'-0" r-D" r-o" T-6" 6'-0" 10'-6" IT-o" IT-0- hanger do not laterally TJI joist depths Three Sd (2-1/2")box nails, Install tight to to Flashing wo Bd(2-1/2" 36o r-o" r-D^ V 6" 5'-6• 8'-6" IT-6^ r-o" r-o° a'-a' 9'-a^ 1z'-o^ g p Bearing plate: clinched support at feast 3/8" greater than 16". � sbo r-o^ r-o^ r 6° s'-6" 9'-b^ 13'-b^ r o^ 3'-01 v-o^ Io'-o^ 13•-6" ts'-D^ flange(tight to Flush late with inside a box nails or Three 16d 3-1/2)box nails of TJI joist to p Treated 2x ts� ( 2ro r-o^ r-o^ r-o° r-o^ 3'-0" s-s' 9'-6" r o° r-o^ 1'-0" 4'-6" 9'5" 12'-6^ p bottom flange with face of wall or beam - do`s a�' 2-1/2"screws, at 3-1/2"TJljoist flange widths 230 r-o° r-o• r-o^ -6^ r o^ r-o^ 13'-0" i -o" flange face mount ledger 1'�I3 a R` typical 11#2� 76" 360 F." r-0" 1'-0" 3%0" 6'-6" 10'-D" 13'-6" T-I' T-6" 13'-D" 14'-6" 1T-0" angers).Attach Web stiffener each 560 r-Ce r-0^ r-o" 2'-6" 7'o^ n'-o° 1s'-o° r-0° r•o" 3'-6° 9-0" 14'-6" I9-0" See fastener Trus Joist side.See sizes with ten lOd (3") Opti n#2: �W� a^ 6^ e^ 10^ tz^ ts^ tr a^ 6" a^ 10" tz^ 15^ n• table below.Maintain rim board F-� below. Top box nails,clinched 2x strapping installed 360 r-o^ r-o^ 3'-0" b'-o^ 9'0^ 15'-1" r-o^ a'�o° 9'-tr' 1a'-6• 1s-6" 19'-6^ flange when possible. 2"distance(minimum)from at 1/3 joist span Tight fit 1s" 560 PO" r-0" T-0^ s-o^ lo'-o^ 16'-61 g edge of ledger to fastener. hanger locations using two 360 r-0" r-0^ 1'.0" 3'.0" b'4' 71'-0" 15'.6^ 1'-0" 1'•6" T 0" 12'6" 16'-6" 19'-0" 21'-0' Face mountt acker block ` 2-1/2"screws per joist W Web Stiffener Size W Web Stiffener Size 20" 560 I'-0" 1'-M I'-0" Fastener Allowable Load/Factored Resistance(Ibs) O tion#3• +� + Rectangular holes based on measurement of longest side. hanger both sides 1• P 1-1/2" i/2"x 2-5/16' min 2-5/16 7/8' x 2.5/16"min 3/4"rim board V e-Rim'^' directly applied ceiling Aciles may be located vertically anywhere within the web.Leave 1/8"of web(minimum)at top and bottom of hole. of web with 3/8"lag boll 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 475/750 325/N.A. hen s edried on the layout one or more of p y placement. H1 H2 joist L 13 .Allowable load determined in accordance with AC 124. D31,v 2-1/16" 3/4"x 2-5/16"min 3-1/2" 2x4 • For simple span 5' O O O .Corrosion-resistant fasteners required for wet-service e three bracing options shown ILmustl/be W p p ( minimum)uniformly loaded joists meeting the requirements of current Trus Joist product guides,one q maximum size round hole may be located at the center of the joist span provided no other holes occur in the joist.applications. stalled 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. BEAM and COLUMN DETAILS ALLOWABLE HOLES - Beams and Headers a 2x diameter of the largest hole(minimum) BEARING FOR DOOR OR BEAM TO BEAM BEARING AT CONCRETE I 1 r BEARING AT WALL WINDOW HEADER CONNECTION WALL 1/3 depth I--' W [- .Joist Framing Allowedhvle � Strap per Code if o O 1/3 depth o o N Trus Joist rim board /y y O O zone o o ^� a or blocking for top plate is not Blocking E¢.) Cut on round holes and on/ lateral support continuous over p Safety bracing(lx4 in the center ofbeam. F. I header anal BEAM DEPTH MAXIMUM ROUND minimum)at G on-center and 1/3 span Allowed hole zone 1/3 span ROUND HOLE CHART O El extended to a braced end Silent Floor joist framingwall, 4-3/8" HOLE"slzE Fasten at each joist with does not require bridging o ed(2.1/2")nails minimum For uniformly loaded beams only. 5-1/2" t•z/4° or mid-span blocking (see WARNING). • Rectangular holes are not allowed. 7.1/4"to 20" To 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 DONOTbevelcutjoist Al beyond Inside face of Rim board joint Timber5trand® wall. E2 between joists TJI JOIST ATTACHMENT at BEARING Ll LSL Column L2 L3 See current Trus Joist L4 rotect untreated wood from direct canted literature for framing with concrete A3 TA Joist to Bearing Plate Squash Blocks to TJI Joist(Load connectors Trus Joist rim board bearing wall above) One 10d(3")box cr) N cj CONNECTION OF MULTIPLE PIECES OF Seat cuts must be within nail into each flange wall. One 8d(2-1/2") 45 TOP-LOADED\l BEAMS (1) box nail each rn c0 v v BEARING AT COLUMN CS side.Drive nails X u 1-3/4"Width Pieter: TJI rim joist at an angle at O m e �, a? least i-1/2"from Trus Joist CO rr1 O Minimum of 3 rows 10d(3"x 0.128")nails at 12"o.e. L3 rim board end. 1-3/4"minimum bearing i C,V A2 at end support;3-1/2" X C) � Verify Parallami PSL or Minimum of 4 rows 10d(3"x 0.128") nails at ELEVATED COLUMN minimum at Intermediate TimberStramd LSL 12"o.c.for 14"and deeper beams BEAM ON COLUMN COLUMN BASE BASE L1 support (Column +� CAP B1 O Shear transfer.•Connections equivalent to O N ��u If using 12d(3-1/4)or larger nails,the Boor panel nail/ngschedule � r- ,1 capacity an(d beam number of nailing rows may be reduced Optional Hl � o -r v bearing length. by one. non-shrink B2 Rim to TJI Joist c4fJ � 2 See current grout '�' 14 Trrus Joist 3-1/2"Width Pieces: Trus Joist rim board or 5 ram + 1-3/4"wide TJI rim Lrs U liteerature. LS m Minimum of 2 rows 1/2"bolts O g3 joistOne 10d(3")box to cIJ at 24"O.C.staggered nail into each flange TJI floor 00 3-1/2"wide TJI rim ris (1)Load must be applied evenly across entire J)box n nail with a N joist N 2-1/16"-2-5A6"wide (3")box nails,one each L'V W • beam width.otherwise•use connections for side-loaded beams. O TJI rim joistOne 16d side of TJI joist flange Butting Use,Bl or B2 at (3-1/2")box nail into each Additional nailing or bolting maybe required with B4 joists flange L5 Pl P2 P3 O with blockingtermtediate bearings 3-1/2"wide L6 side-loaded multiple-member beams Refer to current panels i loath bearing or ear sh TJI rim joist p view product literature. End of joists To at centerline wall I from above of support FASTENING of FLOOR PANIELS Braced end wall BEAM ATTACHMENT at BEARING EW-1 see note 3 under Trus Joist rim board Closest On-Center Spacing per Row WARNING Nail Size TJI Trus Joist rim board Timber5trand LSL HI One 10d(3")box U 1110 and 210 230,360 and 560 1" 1-1/2"' 1-1/2"or wider Microllam LVL Parallam PSL nail each side iof n O • member at bearing, 1-1/2"minimum from end 2.1/2" 2�� 6,� 4�� • 8d {2-1/2")box O Bid(2-1/2")common 3.1/2" 2" 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(/fapplicable)or Framer's Pocket 411T 3" 6" 4" 4" 4" 4" L4 angle to minimize Lu/de for minimum end and Intermediate bearing N 10d(3"),12d(3-1/4")comma St bfloor adhesive will improve floor performance,but xterior Deck splitting of plate length,. 16d(3-1/2")common N.A. 4" 16" 6"") 6"(11 8" 6" may not be required. O (f)can he reduced to 4"on-center with maximum i nail penetration of 1-318'into the narrow edge. When joists are doubled at non-load bearing parallel o LA ttachment � partitions,space joists apart the width of the wall Structural �f Reiommended nailing is 12"on-center,In field and 6"on-center along for plumbing or HVAC. O sheathing �s sheathing edge.Nailing requirements inn engineered drawings supersede Additional joist at plumbing drop(see detail). recommendations. O NOT use sawn lumber O foror rim board or blocking. Nailing rows must be offset at least 1122"and staggered. O Sawn lumber may shrink WARNING U 14 ga.staples may be substituted for Bcd(2-IJ2")nails if minimum penetration O after installation. of V into the Th joist or rim board is;achieved. Protect (O See ALLOWABLE - untreated wood HOLES ®,+ Ir Joists are unstable until braced laterally ►Yr Farthest On-Centers Spacing from direct - P g per Rtow contact with o H3 Bracing Includes: � Maximum spacing of nails is: Far jolst widths 1-3/4"or less: 18"om-center concrete .Blocking •Sheathing Fpr joist widths greater than 1.3/4 Hangers Rim Board 24"on-center DO NOT allow workers to walk on .Strut Lines .Rim Joist DO NOT stack building materials 19 foists on unsheathed jo/sts.Stack only FILLER and BACKER BLOCK!SIZES Shifted joist Additional until braced. over beams or walls. TJI Flange Widths 1-3/%4" 2-1/16" 2-5/16" 3-1/2" joist INJURY MAYRESULT. WARNING NOTES .- Depth Plumbing drop Bearing plate to Q 9-1/2"or 9-1/2"or 14"or 9-1/2"or 14"or 18"or 14"or 18"or be flush with inside A Weyer aeuser Business Depth 14" 11-7/8" 16" 11-7/8" 16" 20" 11 7/8" 16" 20" Squash blocks and blocking panels car stacked face of wall or Lack of concern for proper bracing during construction can result in serious accidents.Under normal conditions if the 11.7/8" g P carry beam P P g g x 2x12+1/2" vertical loads(details 81 and 82).Packing out the r Filler Block* Two Two Two following guidelines are observed,accidents will be avoided. ,, 44*IW,, 2x6 2x8 3/8" 3/8" 1/2" 1/2" g web of a TJI joist(with web stiffeners)is not a /+ Detail H2 sheathing 2x6 2x8 2x12 1 ( ) sheathing sheathing sheathing sheathing substitute for squash blocks or blocking panels. 1.All blocking,hangers,rim boards and rim joists at the end supports of the TA joists must he completely installed and properly nailed. _ a{3 P•-,.r✓"4's+a_ J_i�c. ` Cantilever Filler 2x6 2xl D 2x6+3/8" 2x10+3/e" 2x6+1/2" 2x10+1/2" 2.Lateral strength,like a braced end wall or an existing deck,must be established at the ends of the bay.This can also be (Detail E4) 4'-0" 6'-0* sheathing sheathing sheathing sheathing Not oable Not applicable accomplished by a temporary or permanent deck(sheathing)fastened to the first 4(aet of joists at the end o(the bay. •t1 Ion Ion 4'•0"long 6'-0"Ion l)"Ion 6'-C*Ion applicable y g sin j j >1� , } a s p t�s"a DRAWN: MII MS g g g g g 3.Safe bracing es of lx4(minimum)must be nailed to a braced end wall or sheathed area as In note 2 and to each joist.Without this Backer Block* braung,buckling sideways or rollover is highly probable under light construction loads-like a worker or one layer of unnailed sheathing. ,k';y; cgM A ,• SCALE, NTS 5/8"o1r 3/4"or 4.Sheathing must be totally attached to each TJI joist before additional loads can be placed on the system. •a`x` C� (Detail Fl 1"Net 2x6 2x8 2x12 ` gt. , " 3/4"' 7/8" cK . "'' JOB#: Or H2) 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. "Ifnecossary,increase filler and backer block height fo,tdre mount hangrs.Ma/11111 118"gap at top otyoul;see 6.It:Filler and backer blxk lengths should 6.The flanges must remain straight within a tolerance of 1/2"from true alignment F .Y,. s¢".a+a,'y I' April 12,2010 accomodate req wil ling,iling without spl tting(12"mininnom for backer blocks and 24"mleil-for filler blocks) 5 "? ��•�•h;',��f.. 1t This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide, which should be referenced for additional information. ra s ; x SHEET NUMBER: ER 14 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 tiro 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: REVIEW SET 12/15/2009 BID SET 12/17/2009 PERMIT SET 04/12/2009 WIND FRAMING NOTES NAILING SCHIEDULE PLAN CONTENTS: G E N E`K" A L 'J'N" U"T E S 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 QTY. SPACING BUILDING HEIGHT (SEE PLANS) 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 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) a constructionaid not substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL intent and framing details. They are Intended as a g TO TOP PLATE 10 WALL: 4-8d COMMON JOIST 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 PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND DESIGN CRITERIA 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 PERt TABLE 3.7 EACH FACE 2006 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 WF;CM - SBC LAP NAIL sound and a weatherproof comlpleted product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PEIR TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION WF,CM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: DECKS 40 county current federal, state, conty and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS P -'CM SBC END NAIL ATTICS w/o STORAGE 10 TABLE 3.4 EACH FACE These codes are to be considetred 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 TO RAFTER WFC should be adhered to even if ini 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) ROOMS (OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 161d COMMON END NAIL 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, ttechniques, 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 in ce)nnection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT.C) W specific use expressed or implied in the use of these plans. spacing spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 0 TOP PLATE FOOT SEE NOTE: ] F" P g �Is to be p p g' 2 -- 16d COMMON O anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE Z 5). Refer to the Window and Uoor schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE 4 - 16d COMMON INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE ^ O_ 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE F-I Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMON U • or exceeds manufacture's specifications and applicable codes. Yp p STUD O.C. NAIL Sym.: � attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and HEADER TO 16" O.C. FACE FIRE PROTECTION SEE FLOOR PLANS gyp panel ix 7). The General Contractor is t(o consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7" o.c. at O I~ HEADER 116d COMMON ALONG EDGES NAIL SMOKE & CO2 DETECTORS ® rn 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 in table 3.15a-b. TOP OR BOTTOM 2 -- 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION O 8). Wind load requirements shiall be taken into account during construction. PLATE TO STUD 3 -- 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 -- 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA a length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING : 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 20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE 2.4.4.2 and 2.2.4 respectively. 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: 4 - 8d COMMON PER TOE concrete or masonry walls occluring 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 #o existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - Sd COMMON 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 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.0 8d COMMON @ 6" O.C. SEE NOTES: 13 5). Unless otherwise noted, alll slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST END NAIL 9 . CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 BOTH FIIELDS a poured on 4 inch thick sand olr gravel fill with 6x6 wire mesh reinforcing. Interior slabs ) ( ) o Where a ride is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. to be minimum 3-1/2 2ch thiclk. All fill to be compacted to 95 /o relative density with anchored on of the beam or slope connectors shall be attached to each rafter-to-ridge 3 - 16d COMMON NOTE: 2 FOR PANEL FIELD SILL OR TOP PLATE BLOCK NAIL L/] 6 maximum Ilft (layers). GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.0 8d 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 4 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM :3 - 16d COMMON JOIST NAIL NOTES 0 8x16 cast iron foundation vent for every 150 sq. ft. of area. DECK AND COVERED PORCH NOTES: JOIST ON LEDGER PER TOE d 3 - Sd COMMON TO BEAM JOIST NAIL 7). Dampproof exterior of fouindation with bituminous coating as per section R406 of THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED 1N SCHEDULE NOTES ONLY. '� F, N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END N a the below grade portion of extterior walls prior to backfillin . All fasteners, hangers and anchors to be galvanized or stainless steel. TO JOIST '3 - 16d COMMONJOIST NAIL g p p g 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 8). Drainage as per section 114105 of 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 COMMON FOOT SEE NOTE: 1 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. FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SHEATHING: For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framingtechniques and methods as prescriptive design of 2006 SBC High Wind NAIL NAIL q P p g g 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION 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. A:S 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. g p g STRUCTURAL PANEL 8d WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES CD PANEL EDGES SUPPORTS IN THE PANEL FIELD 3). Floors, walls, ceilings and Crafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL. NAIL N (U JOINT DESCRIPTION SEE NOTES: 1, 3 ( BOTH FIELDS) M I~ ° otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY.. SPACING 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. i r where needed. NOTE: 2 FOR PANEL FIELD x GYPSUM 7" O.C. EDGE ° �-a .2 4). Unless otherwise noted , all( bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 °1 0 ° Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10 O.C . FIELD 6). Concrete piers shall be a minimum 6" above grade. O }�+ ez o openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SH EATHINIG: z w openings. Bearing wall windoww sills shall also have (2) window sill plates for 2x4 wall NOTES a g a 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored o r openings between 4'1 and 6'01 and 2x6 wall openings between 5'll and T9. Provide fire NAIL, NAIL 0 to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. � ° � � � and blocking where applicable. QTY.. SPACING 2 STRUCTURAL AS PER TABLE 3.9 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. 8d COMPMO 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall U 5). All flush beams/headers toy be installed with heavy duty galvinized hangers and PANELS WFCM - SBC be used. anchors where applicable to alll connecting joists. PLUMBING NOTES 7/16" OSB 3" O.C. EDGE N �' v 6d COMPMO o w 6). Double up floor joists undies 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 � Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUMh h E f Suffolk C Health D l WALLBOARD 5d COOLERS 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. on plans. M' 10" O.C . FIELD 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick miicrolams ( height to match floor joists) around stairwell and/o 2). Verify septic system wit the Engineer or uoounty eaepartment approval. FLOOR SH EATH I11 V G: NOTE: other access openings unless oltherwise noted (typical). 3). If wall studs, plates or joists are cut out during Installation for an lumbar related work, NAk1L NAIL W p g Y plumbing JOINT DESCRIPTION CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY 8). Dormers running up roof rrafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING d state code and manufacture's recommendation for maximum hole size and spacing permitted. PANELS 6" O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. U where applicable unless otherwise noted. STRUCTURAL HVAC SYSTEM NOTES Sd COPMMO ] OR LESS 12 O.C. FIELD Ln 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 9). Provide blocking bridging; in floor joists at 8'0 o.c.. Use solid blocking in floor joists � under all bearingwalls. N OTE,S: 3).NSTAMPSO o2 DETECTOR W ADDITION ANGERS AND ORS\TO SMOKE ALARMS PER FLOOR. PROTECTIVE COATING FOR CONTACT WITH ACQ. d 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety 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 NOTES ONLY. d equipment supplier. 11). Unless otherwise noted, alll roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing) g q g Section R602.8-FIREBLOCKING REQUIRED U CDX exterior sheathing grade! plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing Fireblocking shall be provided 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 panEei edge to obtain higher and to form an effective fire barrier between stories,and between a top story and the roof space. x 12). Unless otherwise noted ulse 3/4" thick T&G PTS Fir or Advantech plywood subfloor members shall be doubled, or aliternate connectors,and screwed to floor joists. Finished floor to be installed Fireblocking shall be provided in wood-frame construction in the following locations. ELECTRICAL NOTES: shear capacities, nailing requirements for struadhesive1).In concealed spaces of stud walls and partitions,including furred spaces, v the ceiling and floor adhered with PL400 adhesive over subfloor as per manufacture's instructions. such as shear plates, shall be Usedl t0 maintain load path. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 ]). 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 using parallel rows of studs or staggered studs. 13). All bathroom walls to have2).When wall sheathing is continuous over connected 1/2" thick moisture-resistant sheetrock. Garage walls and 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. members,the tabulated number of nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, a drop ceilings and cove ceilings. to have regular 1/2" sheetrock.. All walls to be taped and finished. , 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 to be reduced tol - 16d nail per foot. 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces ,117 14). All roof with a pitch less tthan 4:12 shall be installed with an Ice &Water barrier or of N.Y.S. Residential Construction Code. under stairs shall comply with Section R314.8,N.Y.S.Residential Code. approved equal. Flat roofs shlall be applied with a Fiberglas base sheet with an EPDM DRAWN: MH MS/ 4).At openings around vents,pipes and duds at ceiling and floor level,to resist the free passage of torch down type material over:. SCALE: NTS flame and products of combustion. poc,.��4s 16). All sill plates and wood iin contact with concrete to be pressure treated. $III plates to 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. ^ � t`�, -`sk��, JOB#: P p r' April be installed with a foam sill giasket and cop-r-tex termite shield or approved equal. E NU `., fikl^,° 9 w SHEET NUMBER: - 16 PAINTER TO PRIIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEENTHE 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 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: REVIEW SET 12/15/2009 BID SET 12/17/2009 PERMIT SET 04/12/2009 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4"MAX. KING STUDS 4" DIA. MAXIMUM RAFTER CRIPPLE STUD CLIMATIC &GEOGRAPHIC DESIGN CRITERIA •• . GROUND WIND SEISMIC FROST WINTER ICESHIEILD FLOOD LEDGER M SNOW SPEED DESIGN WEATHERINGLINE TERMITE DECAY DESIGN UNDERLAY'MENT 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 APPLICATIO)N LOCATION USP NUMBER DESCRIPTION APPLICATION 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. STAIR IRAILING LOCATION USP NUMBERI DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFT-ER/LEDGER ALL OPENINGS LSTA12 1-1/4"xl2"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 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 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. 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. a MINIMUM 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete O � footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall W be 3 ft. below grade. HANDRAILS RAFTER A 4). Deck joists to have blocking at 8'0 o.c.. Z RAFTER O • 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 POST and nuts at 16"o.c. O TOP PLATE 6). Concrete piers shall be a minimum 6"above grade. ^^ � � TOP PLATE F-�-•1 O IBALUSTERS 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored ® U • RIM/DECK JOIST to girder(s). �) WALL STUD ° w OPEN BALUSTER; ATTACHED TO WALL 11�j IN'WALL STUD 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. 0 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 APPLICATION OF THE STAIRS. HANIDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH RAFTER/PLATE RT15 TYDOWN ANCHOR NAILING SCHEDULE SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2" 1N 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO RAFTER T(O PLATE POST-TO-DECK CONNECTION CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL EACH RAFTER CONNECT OVER USE MIN. (2) 1/2"DIA.GALV. BOLTS WITH WASHERS AND NUTS PROVIDE AN EQUIVALENT GRIPPING SURFACE CONNECT TO PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO E)ACH STUD 8"•12"RAFTER R720 21-1/8"x 20ga.TYDOWN ANCHOR ROOF SHEATHING: NAIL NAIL EACH RAFTER JOINT DESCRIPTION QTY. SPACING NOTES STRUCTURAL PANEL 8d AS PER TABLE 3.8 WFCM-SBC 4"MAX. 4 DIA. MAXIMUM GIRDER/HEADER ROOF FRAMING: GIRDER/HEADER NAIL NAIL O a ° JOINT DESCRIPTION NOTES � �4 U U o QTY. SPACING a � Z JOIST POST/COLUMN ° o ° RAFTER TO 8'WALL: 3-8d COMMONEACH TOENAIL ° TOP PLATE 10 WALL: 4-8d COMMO RAFTER F" m POST/COLUMN CEILING JOIST 8'WALL: 3-8d COMMON EACH N a Q TO TOP PLATE 10'WALL: 4-8d COMMON JOIST TOE-NAIL m CEILING JOIST TO AS PER TABLE 3.7 EACH FACE ^ O GIRDER/HEADER PARALLEL RAFTER WFCM-SBC LAP NAIL ' CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM-SBC LAP NAIL POST-TO-GIRDER/HEADER CONNECTION COLLAR TIE AS PER TABLE 3.4 EACH FACE LOCATION USP NUMBER DESCRIPTION APPLICATION TO RAFTER WFCM-SBC END NAIL SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY T(O EACH COLUMN BLOCKING 2 -8d COMMON EACH TOE DECK/PORCHI RAILING 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY T(O EACH COLUMN LOCATION USP NUMBER DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION TO RAFTER END NAIL HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY T(O EACH COLUMN USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS RIM BOARD 2-16d COMMON EACH END JOIST TO GIRDER/HEADER RTIO TYDOWN ANCHOR CONNECT TO EACH JOIST TO RAFTER END NAIL 0 N � M � [ O o STU BEARING PLATE WALL FRAMING: NAIL NAIL O C, v GIRDER JOINT DESCRIPTION NOTES x o • QTY. SPACING TOP PLATE TO PER Q TOP PLATE FOOT 0 o 2 -16d COMMO FACE NAIL `� 00 • TOP PLATES AT JOINTS FACE G C' ° WOOD JOIST ;•,�• INTERSECTIONS 4-16d COMMO EA. SIDE NAIL � U • STUD TO 24" FACE ,r, U LEDGER I I ••,>• STUD 2-16d COMMO O.C. NAIL � GIRDER/HEADER I CONCRETE PIER �. WOOD JOIST o I •. ,• HEADER TO 16d COMMON 16" O.C. FACE N v WOOD JOIST �'� •` HEADER ALONG EDGES NAIL W �• TOP OR BOTTOM 2-16d COMMO PER 20 STUD END PLATE TO STUD 3-16d COMMOIN PER 2x6 STUD NAIL FLO PER FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2x BOTTOM PLATE TO: OR JOIST, BAND JOIST, 2-16d COMMOls FOOT FACE NAIL (MINIMUM) END JOIST OR BLOCKING OILING JOIST TO BlLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION W LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS 16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. 1 OR BEAM @ IF ABLE,SET FIR JOISTS APROX. I/4"HIGHER THAN LVL HEADERS ROD I LOCATION USP NUMBER DESCRIPTION APPLICATION TO ALLOW FOR SHRINKAGE. REQUIRED l I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE (j FOR STU (3) BEAMS PAU66 OR WE66 IPOST/BEAM ANCHOR APPLY TO EACH PIE DECK FRAMING: FLASHING TUCKED UNDER I � I l JOINT DESCRIPTION NAIL NAIL NOTES a� TOP PIECE OF SIDING AND QTY. SPACING N LAPPED OVER FIRST CONTIN. JOIST TO: 4-8d COMMON PER TOE PIECE OF SIDING BELOW THREADED RO)D SILL,TOP PLATE OR GIRDER JOIST NAIL Q 1/2" DIA. LAG BOLTS W/WASHERS CNW COUPLEIR NUT BRIDGING 2-8d COMMONEACH TOE TO JOIST END NAIL CONNECTED TO BLDG. @16"OC POST BLOCKING EACH TOE U WOOD JOIST E MIID NIMUM ME TO JOIST 2- 8d COMMON END NAIL BLOCKING TO: 3 -16d COMMO EACH TOE BLOCKING SILL OR TOP PLATE BLOCK NAIL .,.• - MINIIM M , LEDGER STRIP 3 -16d COMMO EACH FACE FLOOR FRAMING o 'o o END ANCE � TO BEAM JOIST NAIL 2x JOISTS •.�. ° +• 12"x12"xl2" Y Y Y ON ". a� �$;•' CONCRETE FOOTING a �_ JOISTTO BEAM ER NAIL JOIST WOOD GIRDER 3 8d COMMO BLOCKING FOR V JOIST HANGER BAND JOIST 3 -16d COMMO PER END TO JOIST JOIST NAIL LAG BOLTS •p �,, HOLLOW COLUMN UPLIFT BAND JOIST TO:v v PER 2 -16d COMMO TOE NAIL A4 RIM JOIST/BD. ' SILL OR TOP PLATE FOOT SIMPSON STRONG TIE MODEL STRRI/2 -3'•* SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFACTURE'S RECOMENDAITIONS DECK POST FTG. CONNECTION , y - LOCATION USP NUMBER DESCRIPTION APPLICATION ��: DRAWN: MH/MS PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND "� SCALE: NTS USE WITH RT10 TYDOWN ANCHORS 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING ;K 7 JOB#: DECK/PORCH LEDGER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING Aril 12 2010 µ" l 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 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 A- 15 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: REVIEW SET 12/15/2009 130 SET 12/17/2009 PERMIT SET 04/12/2009 1/2"X1-7/8" COL. STOP 11/16" FLAT STOOL W/ OGEE EDGE 11/16"X5-1/4" SPRUNG CROWN 4-9/16" CROWN-► 12" 11/16"X1-1/8" COVE 1/2"X1-7/8" 3/4" THICK BIRCH COL. STOP-, SfHELVING 9/16"X3-1/2" E1E CASING 2ND. FLOOR CEILING TRIM 1ST. FLOOR CEILING TRIM WINDOW STOOL WITH APRON 1/4"X3/4" BEADED SHELF EDGING 15/16"X2-1/4" WAINSCOAT CAP 1X4 BEADED EDGE---,- 1X3 BIRCH CLEAT POPLAR TRIM ( 82" TO TOP OF SIDES & BACK) 1-1/8" BACK BAND FINISHED FLOOR 1/2" THICK MDF PANELS 11/16X1-3/8" BASE CAP INTERIOR CASING BEADING @ 2-1/2" OC +/ 'p r - 1X6 S4S W 16" 1/2"X3/4" FLOOR MOLDING 3/4 THICK BIRCH 2X6 CONTINUOUS NAILER 5/4"CONTINUOUS SHELVING N CONTINUOUS CEILING EILING NAILER FURRING STRIP O BASE TRIM � z WAINSCOTTING x RUNG CROWN Z O 1/4X3/4" BEADED 3/4"CONTfINUOUS PLYWOOD B„ B° W u SUPPORT STRIPS 5 1/4"SPRUNG CROWN SHELF EDGING INTERIOR TRIM 1-5/8I' DIA. H FIR POLE (USE MDF MATERIAL WHERE APPLICABLE) 1X SIDE TRIM WJ 3/8"BEAD 3/4"CONTINUOUS PLYWOOD z 1X BOTTOM TRIM 3 1/2" iX SIDE TRIM W/3/8" BEAD &CHAMFER. 1X BOTTOM TRIM SUPPORT 5TRIP5 INTERIOR DOOR 1X3 BIRCH CLEAT &CHAMFER. INSTALL WITH A 3/8"REVEAL T5 STIL CORE O INSTALL WITH A 3/8"REVEAL BELOW BOTTOM TRIM TRUSTIES _ J �� (SIDES & BACK) BELOW BOTTOM TRIM NOTE: R w S 66 TO TOP OF DOOR w/PRIMED JAMB ^ , FINISHED FLOOR WALL1) &CHERRY IF STAINETRIM WORK TO BE D. IF PAINTED TYPICAL CLOSET SHELVING COFFERED CEILING DETAIL 2).DO NOT SPLICE, 3).TRIM TO BE NAILED EVERY 16 INCHES WITH 16-GAUGE FINISH NAILS.NAIL HOLES TO FILLED IN WITH SOFT,RUB-IN-TYPE PUTTY. 4). MITER CORNERS.GLUE AND FASTEN CORNER JOINTS WITH FINISH NAILS. GYPSUM DRYWALL NOTES: PAINTING NOTES: INTERIOR TRIM DOTES: d QUALITY ASSURANCE: JOINT TREATMENT MATERIALS: ]DINT SYSTEM: QUALITY ASSURANCE: EXECUTION: APPLICATION CONTINUED: QUALITY ASSURANCE: H �i 1),INSTALLATION AND APPLICATION OF MATERIALS SHALL BE IN ACCORDANCE WITH 1} JOINT TAPE: 1).TAPPING AND FINISHING JOINTS: A.BENCHMARK SAMPLES(MOCUPS): PROVIDE A FULL-COAT BENCHIMARK 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 ) UM CONSTRUCTION HANDPBOOK 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. UNITED STATES GYPS C ( ) b).CROSS LAMINATED,TAPERED EDGE,REINFORCED PAPER,OR FIBER GLASS 1).APPLY COMPOUND IN THIN UNIFORM LAYER TO ALL JOINTS AND ANGLES IN PDCA(PAINTING AND DECORATING CONTRACTORS OF AMER]ICA), PROCEDURES SPECIFIED IN PDCA P4. H),SCHEDULING PAINTING:APPLY FIRST COAT TO SURFACES THAT HAVE BEEN CLEANED, pppLICATION: � w) 2).COMPLY WITH FIRE RESISTANCE RATINGS AS INdDICATED AND AS REQUIRED BY MESH TAPE RECOMMENDED BY THE MANUFACTURER. TO BE REINFORCED. 1).WALL SURFACES: PROVIDE SAMPLES ON AT LEAST 100 SQ.FIT. 1).PROCEED WITH PAINT APPLICATION ONLY AFTER UNSATISFACTORY CONDITIONS PRETREATED OR OTHERWISE PREPARED FOR PAINTING AS SOON AS PRACTICABLE AFTER 1).INSTALL THE WORK PLUMB,LEVEL,AND FREE OF DISTORTION.SHIM WHERE 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. 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 APPL[C ATION 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- N Q BEEN LISTED BY UL , TESTED ACCORDING LI ASTM C 119 FOR TYPE HI a).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 c).ALL PURPOSE JOINT COMPOUND. 5).APPLY SKIM COAT IMMEDIATELY FOLLOWING TAPE EMBEDMENT BUT NOT B).COORDINATION OF WORK: PAINT,APPLY ADDITIONAL COATS UNTIL PAINT FILM I5 OF UNIFORM FINISH,COLOR OTHER FINISH WORK,DRILL PILOT HOLES AT CORNERS BEFORE MAKING CUTOUTS. w CONSTRUCTION INDICATED. A.STORE MATERIALS NOT IN USE IN TIGHTLY COVERED CONTAINERS IN A WELL- 1).REVIEW OTHER SECTIONS IN WHICH PRIMERS ARE PROVIDED TO ENSURE AND APPEARANCE. QUALIFICATIONS OF INSTALLERS: INSPECTION: TO FUNCTION AS FILL OR SECOND COAT. VENTILATED AREA AT A MINIMUM AMBIENT TEMPERATURE OF 415 deg. F.MAINTAIN G ALIGNMENT PR SURFACES 6),FOLD TAPE AND EMBED IN ANGLES TO PROVIDE TRUE ANGLE. STORAGE CONTAINERS IN A CLEAN CONDITION,FREE OF FOREIGN MATERIALS COMPATIBILITY OF THE TOTAL SYSTEM FOR VARIOUS SUBSTRATES.ON REQUEST, 3).DISTRIBUTE DEFECTS TO THE GREATEST APPEARANCE ADVANTAGE POSSIBLE. 1).USE ONLY SKILLED AND EXPERIENCED GYPSUM[DRYWALL INSTALLERS FOR LAYING A).CHECK FRAMING FOR ACCURATE SPACIN AND A TO PRODUCE SUR AC S 7 ,DRY EMBEDDING COAT PRIOR L APPLICATION OR FILL COAT. FURNISH INFORMATION ON CHARACTERISTICS OF FINISH MATERIALS TO ENSURE I).APPLICATION PROCEDURES:APPLY PAINTS AND COATINGS BY BRUSH,ROLLER,SPRAY EXECUTION: UP THE GYPSUM BOARD,FASTENING,TAPPING ABD FASTENING. WITHIN SPECIFIED TOLERANCES. AND RESIDUE. 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 b).FILLING: 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 OF SWRFACES TO BE FOR RUNS LESS THAN THE MAXIMUM LUMBER LENGTH AVAILABLE.FOR LONG RUNS, 2).HELPERS AND APPRENTICES USED FOR SUCH WC7 S L ) 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 CONSTANT SUPERVISION AT ALL TIMES BY THOROUGHLY 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 degl•F. b).APPLY FILL COAT TO COVER TAPE. SPECIFIED OVER SUBSTRATES PRIMED BY OTHERS. MANUFACTURER'S RECOMMENDED SPREADING RATE,PROVIDE TOTAL DRY FILM RUN.STAGGER JOINTS IN ADJACENT MEMBERS.COPE MOLDING AT RETURNS.MITER DRYWALL INSTALLERS. c).FEATHER OUT FILL COAT BEYOND TAPE AND PREVIOUS JOINT APPLICATION: ALL CORNERS. C).VERIFY THAT FRAMES ARE SET FOR THICKNESS OF DRYWALL INDICATED. C.APPLY SOLVENT-THINNED PAINTS ONLY WHEN TEMPERATURES(OF SURFACES TO THICKNESS OF THE ENTIRE SYSTEM AS RECOMMENDED BY MANUFACTURE. 3).IN THE ACCEPTANCE OR REJECTION OF INSTALLED DRYWALL,NO ALLOWANCES COMPOUND LINE. BE PAINTED AND SURROUNDING AIR ARE BETWEEN 45 AND 95 cdeg F. A).COMPLY WITH PRODUCERS SPECIFIED IN PDCA P4 FOR INSPECTION AND ACCEPTANCE F 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. WILL BE MADE FOR LACK OF SKILL ON PART OF THE INSTALLERS. D).DO NOT PROCEED WITH INSTALLATION O CORRECTED AND SURFACES TO RECEIVE DRYWALL ARE ACCEPTABLE, a).FEATHER OUT AT LEAST 4 in.ON EITHER SIDE OF TAPE D).DO NOT APPLY PAINT IN SNOW,RAIN,FOG OR MIST;OR WHEM RELATIVE WORK IS LIMITED TO ITEMS EXPOSED IN EQUIPMENT ROOMS AND OCCUPIED SPACES, a),NAILING: BLIND NAIL WHERE POSSIBLE. USE FINISH NAILS WHERE EXPOSED.SET MANUFACTURER'S RECOMMENDATION: b). DO NOT APPLY FILL COAT ON INTERIOR ANGLES. HUMIDITY EXCEEDS 85 PERCENT;OR AT TEMPERATURES LESS(THAN 5 deg. F. B),COORDINATION OF WORK:REVIEW OTHER SECTION IN WHICH PRIMERS ARE PROVIDED NAIL HEADS FOR FILLING,EXCEPT FOR EXTERIOR WOOD SCHEDULED TO RECEIVE 1).THE MANUFACTURERS RECOMMENDEDABOVE THE DEW POINT; METHODS OF INSTALLATION WHEN 3 ALLOW FILL COAT TO DRY PRIOR TO APPLICATION OF FINISHED COAT. OR DAMP OR WET SURFACES. TO ENSURE COMPATIBILITY OF THE TOTAL SYSTEM FOR VARIOUS SUBSTRATES.ON Q.BLOCK FILLERS:APPLY BLOCK FILLERS TO CONCRETE MASONRY BLOCK AT A RATE NATURAL FINISH(IF ANY). E).PROTRUSION OF FRAMING.TESTED FRAMING MEMBERS,OR UNALIGNED MEMBERS . APPROVED BY THE ARCHITECT,SHALL BE THE WASIS FOR ACCEPTANCE OR c). 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- APPROVED MUST BE REPAIRED BEFORE INSTALLATION OF DRYWALL I5 STARTED. 1).SPREAD JOINT COMPOUND EVENLY OVER AND BEYOND FILL COAT ON MANUFACTURERS: ENSURE USE OF COMPATIBLE PRIMERS. INTO OR DIRECTLY ATTACHED TO SUBSTRATES. REJECTION OF ACTUAL INSTALLATION METHOD95 USED IN THIS WORK, A.PRODUCTS:SUBJECT TO COMPLIANCE WITH REQUIREMENTS,PFROVIDE PRODUCT M PRIME COATS:BEFORE APPLYING FINISH COATS,APPLY A PRIME COAT cV v ALLOWABLE TOLERANCES: INSTALLATION: ALL JOINTS. LISTED BELOW, ) AS RECOMMENDED M A.GENERAL: C).REMOVE HARDWARE AND HARDWARE ACCESSORIES,PLATES,MACHINED SURFACES, BY MANUFACTURER,TO MATERIAL THAT IS REQUIRED TO BE 3).CASEWORK: INSTALL WORK IN A MANNER CONSISTENT WITH THE AWI QUALITY m u 1). 1/8 in.IN 8 ft.MAXIMUM VARIATION FROM PLUMB OR LEVEL IN ANY EXPOSED 1).INSTALL ALL PANELS PLUMB,LEVEL AND WITH ALL VERTICAL JOINTS ON BEARING. a).FEATHER TO SMOOTH UNIFORM FINISH. LIGHTING FIXTURES AND SIMILAR ITEMS ALREADY INSTALLED THAT ARE NOT PAINTED. PAINTED OR FINISHED AND THAT HAS NOT BEEN PRIME COATED BY OTHERS. ON LINE OR SURFACE, b).APPLY FINISH COAT TO TAPED ANGLES TO COVER TAPE AND TAPPING B),MANUFACTURERS'NAME: 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 a).SECURE CASEWORK TO GROUNDS,STRIPPING,OR BLOCKING WITH COUNTERSUNKo � r lu 2).USE PANELS OF MAXIMUM SIZE LENGTHS PRACTICAL TO MINIMIZE BUTT JOINTS. A APPLICATION F COMPOUND TO PROVIDE SURFACE READY 1).BENJAMIN MOORE&CO, (BENJAMIN MOORE) m 2),CONTRACTOR SHALL TAKE INTO ACCOUNT THE'TOLERANCE ALLOWED IN THE 2).SAND FINAL APPLIC 0 O C 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 REQUIRED TO PROVIDE A RIGID a).WHERE UNAVOIDABLE,LOCATE END BUTT JOINTS A5 FAR FROM CENTER OF FOR DECORATION. PAINT MATERIALS,GENERAL: AND PAINTING. BURN-THROUGH OR OTHER DEFECTS DUE TO INSUFFICIENT SEALING. SUBSTRUCTURE TO WHICH HE IS TO ATTACH T1HE FURRING,STUDS AND GYPSUM WALLS OR CEILING AS POSSIBLE AND STAGGER IN ALTERNATIVE COURSES.. A.MATERIAL COMPATIBILITY:PROVIDE BLOCK FILLERS,PRIMERS IAND FINISH COAT INSTALLATION.SCRIBE AND CUT FOR ACCURATE FIT TO OTHER FINISH WORK, 0 rr-+ C. BOARD TO COMPLY WITH THE TOLERANCES REQUIRED IN THIS SECTION. 3).FILLING AND FINISHING DEPRESSIONS: 1).AFTER COMPLETING PAINTING OPERATIONS IN EACH SPACE OR AREA,REINSTALL b).ADJUST AND LUBRICATE CASEWORK HARDWARE FOR PROPER INSTALLATION. MATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER AND wVITH THE SUBSTRATES ITEMS REMOVED USING WORKERS SKILLED IN THE TRADES INVOLVED. N).PIGMENTED(OPAQUE)FINISHES:COMPLETELY COVER SURFACES AS NECESSARY TO PRODUCT DELIVERY,STORAGE AND HANDLIIWG: 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 APPLICATIONJ,AS DEMONSTRATED b).APPLY AT LEAST TWO ADDITIONAL COATS OF COMPOUND AFTER PROVIDE A SMOOTH,OPAQUE SURFACE OF UNIFORM FINISH,COLOR,APPEARANCE 4).PLASTIC LAMINATED FINISH WORK(WHERE APPLICABLE): a U) a A).DELIVERY AND HANDLING: a).DO NOT INSTALL IMPERFECT,DAMAGED,DAMP OR WET PANELS, BY MANUFACTURER BASED ON TESTING AND FIELD EXPERIENCES. D).SURFACE PREPARATION: CLEAN AND 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 0 00 [ 1).DELIVER MATERIALS TO THE PROJECT SITE\WITH MANUFACTURER'S LABEL b). BUTT PANELS TOGETHER FOR LIGHT CONTACT AT EDGES OR ENDS WITH NOT FIRST COAT IS DRY. c).LEAVE FILLED AND FINISHED DEPRESSIONS LEVEL WITH PLANE 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 � o �' u INTACT AND LEGIBLE. MORE THAN 1/16 in. OPEN SPACE BETWEEN PANELS. B.MATERIAL QUALITY: PROVIDE MANUFACTURER'S BEST QUALITY'PAINT MATERIAL OF CONDITION AND AS SPECIFIED. THAN 1/8",ROUT CUTOUTS AND FILE CUT EDGES TO SMOOTH SURFACE FREE OF +~ `1 *' 2).HANDLE MATERIALS WITH CARE TO PREVENVT DAMAGE. c).DO NOT FORCE INTO PLACE. SURFACE. VARIOUS COATING TYPES SPECIFIED THAT ARE FACTORY FORMULATED AND 1).PROVIDE BARRIER COATS OVER INCOMPATIBLE PRIMERS OR REMOVE AND REPRIME. 0).TRANSPARENT(CLEAR)FINISHES: USE MULTIPLE COATS TO PRODUCE A GLASS- 4).FINISH BEADS AND TRIM: CRACKS. RECOMMENDED BY MANUFACTURER FOR APPLICATION INDICATTED.PAINT MATERIAL 2),CEMENTITIOUS MATERIALS: REMOVE EFFLORESCENT,CHALK,DIRT,GREASE,OILS AND SMOOTH SURFACE FILM OF EVEN LUSTER. PROVIDE A FINISH FREE OF LAPS,RUNS, 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 RELEASE AGENTS. ROUGHEN AS REQUIRED RO REMOVE GLAZE.IF HARDENERS OR CLOUDINESS,COLOR IRREGULARITY,BRUSH MARKS,ORANGE PEEL,NAIL HOLES OR CLOTHING CLOSETS: 1ti U �� 1).APPLY JOINT COMPOUND TO BEAD AND TRIM. 1).SHELVING: 1).STORE MATERIALS INSIDE UNDER COVER,STACK FLAT,OFF FLOOR. ) APPLICATIONS OR WHERE INTERMEDIATE SUPPORTS OR GYPSUM BOARD BACK- NOT BE ACCEPTABLE. SEALERS HAVE BEEN USED TO IMPROVE CURING,USE MECHANICAL METHODS OF OTHER SURFACE IMPERFECTIONS. 2),STACK WALLBOARD SO THAT LONG LENGTHS ARE NOT OVER SHORT 2).FEATHER OUT FROM GROUND TO PLANE OF THE SURFACE. SURFACE PREPARATION. P),STIPPLE ENAMEL FINISH: ROLL AND REDISTRIBUTE PAINT TO AN EVEN AND FINE 1). SHELVES TO BE 3/4"THICK,QUALITY GRADE,BIRCH VENEER-CORE PLYWOOD. 00 BLOCKING IS PROVIDED BEHIND END JOINTS, 3).DRY COMPOUND PRIOR TO APPLICATION OR SECOND FILL COAT, 2).PROVIDE TWO SHELVES PER CLOSET. s~ aj LENGTHS. a .POSITION PANELS AO THAT TAPERED EDGE JOINTS ABUT,AND MILL-CUT OR C.COLORS: MATCH COLORS AS SELECTED BY THE OWNER FROM MIANUFACTURE'S 3).WOOD:CLEAN SURFACES OF DIRT,OIL AND OTHER FOREIGN SUBSTANCES WITH TEXTURE.LEAVE NO EVIDENCE OF ROLLING SUCH AS LAPS,IRREGULARITY IN 3).LOWER SHELF: 16"DEEP. W 3),AVOID OVERLOADING FLOOR SYSTEM. } b).SECOND FILL COAT: C FIELD-CUT END JOINTS ABUT. FULL RANGE. SCRAPERS,MINERAL SPIRITS AND SANDPAPER,AS REQUIRED.SAND SURFACED TEXTURES,SKID MARKS,OR OTHER SURFACE IMPERFECTIONS. 4).STORE ADHESIVES IN DRY AREA,PROVIDE PROTECTION AGAINST FREEZING 2).APPLY JOINT COMPOUND IN SAME MANNER AS FIRST FILL COAT. 4).UPPER SHELF: 12"DEEP. (- b), DO NOT PLACE TAPERED EDGES AGAINST CUT EDGES OR ENDS. PREPARATORY COATS: EXPOSED TO VIEW SMOOTH AND DUST OFF. 2).EXTEND BEYOND FIRST COAT ONTO FACE OF WALLBOARDS. CLEANING AND PROTECTING: AT ALL TIMES. c).STAGGER VERTICAL JOINTS OVER DIFFERENT STUDS ON OPPOSITE SIDES OF 3).DRY COMPOUND PRIOR TO APPLICATION OF FINISHED COAT. A.EXTERIOR PRIMER: EXTERIOR ALKYD OR LATEX-BASED PRIMER OR FINISH 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 2).SUPPORTS: 30B CONDITIONS: PARTITION WALLS. )c).FINISH COAT: MANUFACTURER AND RECOMMENDED IN WRITTING BY MANUFPACTURER FOR USE OF WHITE SHELLAC OR OTHER RECOMMENDED KNOT SEALER BEFORE APPLYING DISCARDED PAINT MATERIALS FROM PROJECT SITE, 1). 1X3 BIRCH CLEATS AND BACK SUPPORT. A).ENVIRONMENTAL CONDITIONS: WITH FINISH COAT AND ON SUBSTRATE INDICATED. PRIMER.AFTER PRIMING,FILL HOLES AND IMPERFECTIONS IN FINISH SURFACES 1).APPLY JOINT COMPOUND TO BEAD AND TRIM. 2).WOOD POLE SOCKETS 1).TEMPERATURE: 5). PROVIDE ADDITIONAL FRAMING AND BLOCKING AS REQUIRED TO SUPPORT 1).FERROUS-METAL AND ALUMINUM SUBSTRATES: RUST-INHIBAATIVE METAL PRIMER, WITH PUTTY OR PLASTIC WOOD FILLER.SAND SMOOTH WHEN DRIED. B),PROTECT WORK OF TRADES,WHETHER BEING PAINTED OR NOT,AGAINST DAMAGE 3).PROVIDE ADDITIONAL SUPPORT BRACKETS FOR SHELVING AND CLOSET POLES a),DURING COLD WEATHER,IN AREAS RECEIVING WALLBOARD INSTALLATION, 2).EXTEND BEYOND SECOND FILL COAT. GYPSUM DRYWALL AT OPENINGS AND CUTOUTS, 2).ZINC-COATED METAL SUBSTRATES:GALVANIZED METAL PRIIMER. b).PRIME STAIN,OR SEAL WOOD TO BE PAINTED IMMEDIATELY ON DELIVERY. FROM PAINTING.CORRECT DAMAGE BY CLEANING,REPAIRING OR REPLACING AND W MAINTAIN TEMPERATURE RANGE BETWEEN 55 DEGREES F.TO 70 DEGREES F. 3).FEATHER FINISH COAT FROM GROUND TO PLANE OF SURFACE. 3),WHERE MANUFACTURE DOES NOT RECOMMEND A SEPARATE-PRIMER FOR SPANS EXCEEDING 4'4% FOR 24 HOURS BEFORE,DURING AND AFFTER 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 A5 APPROVED BY ARCHITECT AND OWNER. 6).ACCURATELY MEASURE AND PRECUT GYPSUM DRYWALL UNITS PRIOR TO FORMULATION ON SUBSTRATE INDICATED,USE PAINT SPECIFIED FOR FINISH CABINETS,COUNTERS,CASES AND PANELING. CLEANING: H JOINT TREATMENT APPLICATION. DECORATION, 1).CLEAN EXPOSED SURFACES OF PREFINSHEb WORK. Q� INSTALLATION. COAT. c).IF TRANSPARENT FINISH IS REQUIRED,BACKPRIME WITH SPAR VARNISH. Q.PROVIDE"WET PAINT SIGNS TO PROTECT NEWLY PAINTED FINISHES.AFTER I..a a).MAKE ALL CUTS FROM FACE SIDE BY SCORING AND SNAPPING AWAY FROM ADJUST AND CLEAN: d).BACKPRIME PANELING ON INTERIOR PARTITIONS WHERE MASONRY,PLASTER, COMPLETING PAINTING OPERATIONS,REMOVE TEMPORARY PROTECTIVE WRAPPINGS U 2).VENTILATION: FACE SIDE OR BY SAWING. A.SCREW POP: B.INTERIOR PRIMER:INTERIOR LATEX-BASED OR ALKYD PRIMER(OF FINISH COAT PROTECTION: 1).REPAIR SCREW POP BY DRIVING NEW SCREW APPROXIMATELY 1-1J2 in. FROM OR OTHER WET WALL CONSTRUCTION OCCURS ON THE BACK SIDE. PROVIDED BY OTHERS TO PROTECT THEIR WORK. O a).PROVIDE VENTILATION DURING AND FOILLOWING ADHESIVES AND JOINT b .COMPLETELY CUT PAPER ON BACK FACE;DO NOT BREAK PAPER BY TEARING. MANUFACTURER AND RECOMMENDED IN WRITTING BY MANUFPACTURE FOR USE WITH e),SEAL TOPS,BOTTOMS AND CUTOUTS OF UNPRIMED WOOD DOORS WITH A HEAVY 1).AFTER WORK OF OTHER TRADES IS COMPLETE,TOUCH UP AND RESTORE 1). PROTECT INSTALLED WORK FROM DAMAGE BY WORK OF OTHER TRADES. MAINTAIN TREATMENT APPLICATIONS. ) SCREW POP AND RESEAT SCREW. c).MAINTAIN CLOSE TOLERANCES FOR ACCURATE FIT AT JOINTS BETWEEN DRIVE NEW SCREW APPROXIMATELY 1-1 2 in FINISH COAT AND ON SUBSTRATE INDICATED. COAT OF VARNISH OR SEALER IMMEDIATELY ON DELIVERY. DAMAGED OR DEFACED PAINTED SURFACES, COMPLY WITH PROCEDURES TEMPERATURE AND HUMIDITY REQUIREMENTS DURING CONSTRUCTION PERIOD IN (fj b).USE TEMPORARY AIR CIRCULATORS IN ENCLOSED AREAS LACKING NATURAL 2).WHEN FACE PAPER IS PUNCTURED, INTERIOR INSTALLATION AREAS. Q� SHEETS AND AT FRAMED OPENINGS AND TO ALLOW FOR COVERING OF / 1).FERROUS METAL SUBSTRATES: QUICK DRYING,RUST-INHIBIITNE METAL PRIMER. 4).FERROUS METALS:CLEAN UNGALVANIZED FERROUS METAL SURFACES THAT HAVE NOT SPECIFIED IN PDCA Pl. FROM DEFECTIVE FASTENING AND REMOVE DEFECTIVE FASTENING. VENTILATION. EDGES OF CUTOUTS WITH PLATES AND ESCUTCHEONS. 2).ZINC-COATED METAL SUBSTRATES:GALVANIZED METAL PRIMER. BEEN SHOP COATED;REMOVE GREASE,DIRT,LOOSE MILL SCALE,AND OTHER FOREIGN INTERIOR PAINT SCHEDULE: c). UNDER SLOW DRYING CONDITIONS,ALLOW 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 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 FROM [DRAFTS DURING HOT,DRY WEATHER. B).RIDGING: SSPC'S(THE SOCIETY FOR PROTECTIVE COATINGS)RECOMMENDATION. 1).ACRYLIC FINISH COATS OVER A PRIMER. [� 7).ALL SCREWS SHALL BE POWER-DRIVEN WITH AN ELECTRIC SCREW DRIVER. 1).DO NOT REPAIR UNTIL CONDITION HAS FULLY DEVELOPED. COAT' a).TOUCH UP BARE AREAS AND SHOP-APPLIED PRIME COATS THAT HAVE BEEN a).PRIMER:INTERIOR GYPSUM BOARD PRIMER. a).SET SCREW SO THAT HEAD PROVIDES A SLIGHT DEPRESSION BELOW a) APPROXIMATELY SIX MONTHS AFTER INSTALLATION OR ONE HEATING INTERIOR FINISH COATS: DAMAGED.WIRE-BRUSH,CLEAN WITH SOLVENTS RECOMMENDED BY PAINT b).FINISH COATS:INTERIOR LOW-LUSTER ACRYLIC ENAMEL. . ¢' 3).PROTECTION: SURFACE OF DRYWALL WITHOUT TEARING FACE OF PAPER. A.ALL INTERIOR PAINTS: MANUFACTURER,AND TOUCH UP WITH SAME PRIMER AS THE SHOP COAT. a). PROTECT ADJACENT SURFACES AGAINST-DAMAGE AND STAINS. SEASON. 1).BENJAMIN MOORE 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). 2).SAND RIDGES TO REINFORCING TAPE WITHOUT CUTTING THROUGH TAPE. INTERIOR WOOD STAINS AND VARNISHES: SOLVENTS 50 SURFACE IS FREE OF OIL AND SURFACE CONTAMINATES.REMOVE 1),ACRYLIC FINISH:TWO FINISH COATS OVER A PRIMER. 3).FILL CONCAVE AREAS ON BOTH SIDES OF RIDGE WITH TOPPING 1).GYPSUM WALL BOARD: A.OPEN-GRAIN WOOD FILLER: PRETREATMENT FROM GALVANIZED SHEET METAL FABRICATED FROM COIL STOCK BY a). PRIMER: INTERIOR ALKYD WOOD PRIMER FOR ACRYLIC-ENAMEL AND SEMI- V a). REGULAR BOARD: OVER FRAMING: COMPOUND. 1).BENJAMIN MOORS MECHANICAL METHODS. GLOSS ALKYD ENAMEL FINISHES. 1).SINGLE LAYER-CEILINGS: 4).FILL CRACKS WITH COMPOUND AND FINISH SMOOTH AND FLUSH. 1).ASTM C36 a).APPLY WALLBOARD WITH LONG DIMENSION AT RIGHT ANGLES TO FRAMING. ) 2),MINWAX b).FINISH COATS:INTERIOR SEMIGLOSS ALKYD ENAMEL. ) CLEANING UP: 2).THICKNESS: 1/2 In. b).BACK BLOCK ENDS AND EDGES OF WALLBOARD. A.DO NOT ALLOW THE ACCUMULATION Of SCRAPS AND DEBRIS ARISING FROM WORK E).MATERIAL PREPARATION: B,INTERIOR WOOD STAINS:ALKYD BASED, 3). EDGES:TAPERED. OF THIS SECTION BUT MAINTAIN THE PREMISES IN A NEAT AND ORDERED 1).MAINTAIN CONTAINERS USED IN MIXING AND APPLYING PAINT IN A CLEAN CONDITION, Q.FERROUS METAL: 2).SINGLE LAYER-WALLS: 2).BENJAMIN MOORS b).MOISTURE-RESISTANT BOARD: CONDITION AT ALL TIMES, FREE OF FOREIGN MATERIALS AND RESIDUE. 1),ALKYD-ENAMEL FINISH:TWO FINISH COATS OVER A PRIMER. 1).IN THE EVENT OF SPILLING OR SPLASHING COMPOUND ONTO OTHER SURFACES, 2),MINWAX 1).ASTM C630 a).APPLY WALLBOARD VERTICALLY,INSTALL HORIZONTALLY FOR WALL HEIGHTS 2),STIR MATERIAL BEFORE APPLICATION TO PRODUCE A MIXTURE OF UNIFORM DENSITY. a).PRIMER:INTERIOR ALKYD FERROUS-METAL PRIMER. 2).THICKNESS: 1/2 in. OVER V-0 . IMMEDIATLY REMOVE THE SPILLED OR SPLASHED MATERIAL AND ALL TRACE OF C),INTERIOR ALKYD-OR POLURETHANE-BASED CLEAR SATIN VARNSISH: STIR AS REQUIRED DURING APPLICATION.DO NOT STIR SURFACE FILM INTO MATERIAL b).FINISH COATS:INTERIOR SEMIGLOSS ALKYD ENAMEL. . 3). EDGES:TAPERED, 1).STAGGER END JOINTS TO 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. 2).BENJAMIN MOORS D),ZINC COATED METAL: PATCHING: 2).ABSOLUTE COATINGS(LAST'N LAST) 1).ASTM C36,TYPE-X 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. 3).MINWAX 2).THICKNESS:5/8 in. 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. �5. � 3)• EDGES:TAPERED. 3). MECHANICAL FASTENERS-SINGLE LAYER: WALLS,REMOVING EXISTING GYPSUM DRYWALL INDICATED ON THE DRAWINGS COMPONENTS ARE IN PLACE.EXTEND COATINGS IN THESE AREAS,AS REQUIRED,TO b).FINISH COATS:INTERIOR SEMIGLOSS ALKYD ENAMEL. FASTENERS: a).SCREWS: AND AS NECESSARY TO MAKE WORK,AND ALTERATIONS MADE IN THE MAINTAIN SYSTEM INTEGRITY AND PROVIDE DESIRED PROTECTION. INTERIOR STAIN AND NATURAL-FINISH WOODWORK SCHEDULE: y `r e,V4 31 ! 1).SCREWS: 1).ATTACH SINGLE LAYER OF WALLBOARD TO WOOD FRAMING WITH TYPE"W" EXISTING BUILDINGS. 1).PAINT SURFACES BEHIND MOVABLE EQUIPMENT AND FURNITURE THE SAME AS SIMILAR A).STAIN-VARNISH FINISH: (USE THIS SYSTEM ONLY FOR NATURAL WOOD THAT IS ��a` % Ayer a).COURSE THREAD,SELF-TAPPING,BUGLE HEiAD,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 Via' "'x- l % TOOL. 2).MINIMUM EDGE CLEARANCE FROM MECHANICAL FASTENERS:3/8 in. B.ALL EXISTING PARTITION WHICH IS DAMAGED OR REMOVED DUE TO ALTERATIONS BEHIND PERMANENTLY FIXED EQUIPMENT OR FURNITURE WITH PRIME COAT ONLY. AND INTERIOR WOOD STAIN.WIPE WOOD FILLER BEFORE APPLYING STAIN. A _ t :,r �. DRAWN: MH/MS 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. �''' � �."':�:.. i).� .STAIN COAT:INTERIOR WOOD STAIN. I ra Iy * SCALE: NTS 2 b), LENGTH: ENDS OR EDGES, THE CONTRACTOR AND MATCH EXISTING WORK IN ALL RESPECTS. WHERE VISIBLE THROUGH REGISTERS OR GRILLES. ) ,�&;.;}�,;ry•,, .a; 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 3).SEALER COAT:CLEAR SANDING SEALER, ,,,may, JOB#: 2). FACE LAYER OR TWO LAYER APPLICATION: 1-5/8 in. 5).SPACE SCREWS 12 in.O.C.ALONG SUPPORTS AND CEILINGS. EXPOSED SURFACES. 4).FINISH COATS:INTERIOR ALKYD-OR POLYURETHANE-BASED CLEAR SATIN ° g April 12,2010 6).SPACE SCREWS 12 in.O.C.ALONG ENDS AND EDGES AND FIELD OF 4).FINISH EXTERIOR DOORS ON TOP,BOTTOM AND SIDE EDGES THE SAME AS THE VARNISH. WALLBOARD AND WALLS. EXTERIOR FACES. � +* ;a :r. STIEET NUMBER: 7).DRIVE SCREWS WITH POSITIVE CLUTCH ELECTRIC SCREWDRIVER. 5).FINISH INTERIOR OF WALL AND BASE CABINETS AND SIMILAR FIELD-FINISHED CASEWORK TO MATCH EXTERIOR. Ak ` PAINTER TO PRtIME 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 CON4MENCING 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 7 MANUFACTURIER'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: REVIEW SET 12/15/2009 BID SET 12/17/2009 PERMIT SET 04/12/2009 v p • r d p d • p v o ' a p d • o r r 1 4 D 4 D 4 ♦ ° 0 •0 0 ' d D d p o ' d D d p o y r a p d • p o ' a p d . p o v ' a D d p o D 4 v Q' C7• O •p• v 4• v• O • p• v 4' ` v' O D o • a •p a o o a ,De• d o o ' a De• d o 0 4 Low Lu • ' � D Q • ' D ' 0 II fl I II II Q D •0. 11 11 11 11 0. 0 I I 11 11 I I °D II II , II II • II n n n • VD II n I n n • II II 11 11 •D D II II II 11 • 4 II II 11 II 11 11 � � 11 11 v II 11 II II D• ' II II II 11 0 • 11 11 _ �- - n n • 0 1 / o z ,� 1 ••O D I , 4 e I ' 1 p O' o ' d p d , p p r d p d • p p 4 I •-_-----!-_------, + ♦D r .V ' ' • ry . 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II II II II { Dq i) I I yl .01 4 I r-+ O � fJ� ----------------- d v . p 4 p . v • p 4 O • v . p 4 •v v v ' . p pd l p l�l o . p v , p pd p / . p p4 D '. v . p p41 p •• ' v ,,,E...,,"///� o e e e .� I. •01 o' e e .A . .0 . e .L� o' re .� .p o• W 1 1 ----------------- ----------------- . p 4 pe .o . p 4 pe •v • „�� s , �• DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: April 12,2010 e 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 CON4MENCING 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 IQ MANUFACTURE:R'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: REVIEW SET 12/15/2009 BID SET 12/17/2009 PERMIT SET 04/12/2009 I dig, I� 1 1 LOP 1 I 1 1 I , / 1 I 1 I I I 1 0 I / P MASTER BAT LN RY. RM. / 1 1 I I , I ' I MASTER BEDROOM I.I III ��SSVJJ (!) , .I II ———-`----------——` GARAGE vLl E a ---------------------------------------- \, / - ------- - --------------------- _ _ 10 MUD ROOM 7 Co D 7`. .4- �/J�� / O db' TV I ———————————————————- Al — Q ' HOT TUB / ————---\ , I I I 1 1 I 1 —C—--P— __ ROVIDE ELECTRICAL HOOKU S HALF ND LIGHTING FOR HOT TU / PANTRY 1 g I 1 1 1 1 I T 1 1- 1 11cJ��'I C Jl p , 1 1 1 I I 1 I 1 1 1 •� / e,, 1 1 / / 1 ———————————————, ———— ————� 1 ♦ I 1 ' , /' � I , I 1 1 1 I I I , ��•TT�� I I �w OUTDOOR LIGHTIDK,' rl v a � V DINING I 0 I OUTDOOR LIGHTING KITCHEN ' 1 I I \ I 1 ♦ 1 1 �� --� , ------ - - PORCH ; I I I 1 PATIO 01 ENTRY /� o v I 1 1 1 I ' - �'.. " ---- ---——--• •— ——-----———-• ----------——•�, ' / / , 1 1 1 I ° :1' 0,0 t� \ •m U m y \ I I 1 U (LIVING ROOM; / .-- � 110 / ----------- ----------- ------ --- \ DEN 1ST. FLOOR PLAN 1 SCALE: 1/4" = V-01 I 1 I , I I ry Tv 1 --------------- -- - --------- -- ----- -- drVq ---- ---- -- ——————————————— ' ----------------- - DRAWN: MH/MS SCALE: 1/ - 1'-011 JOB#' eN April12,2010 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 COPVIMENCING 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 lQ-2 MANUFACTUR.ER'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: REVIEW SET 12/15/2009 BID SET 12/17/2009 PERMIT SET 04/12/2009 e •-----------------'------------------------------------------------------------------------------------------------------- I 1 1 I _ 1 1 ' , 1 I ' • , I I � , I 1 1 + \ I I 1 ' O PROVIDE HOOK UPS/INSTALLATION ; ' / - J —~ ATTIC / STORAGE �- 'I I�j '" III ` ' OF SOLAR PANELS BY GREEN LOGIC F-- ' —_ — U I I I I I I 4 I \ - utt 1 1 1 1 1 I I 1 i I I 1 1 L - ` 1 �.. _-.. - / \ •-------------------------------------------------------------------------------------------------------------------------- i 1 / 1 1 I 1 1 1 1 I i 1 1��Il�I�I�II�1I�I I 1 ' I a / I 1 1 O � resin BATH No. 2 i I 11 VJ 1 1 1 ' (R 1 1 a 1 / LOFT w I— ' 1 1 I 1 1 ' I ' ' 1 1 I 1 1 ' f , 1 ' 1 I ' 1 ' I ' 1 N v I I O C O � .Q+ ' \ - -• -_--+ Ili U �- -'------ --- cc (l) 00 c ec " I I, I k i / RD � I ` W BEDROOM No. 2 � � ` �� I TV I I BEDROOM No. l 2ND . FLOOR PLAN o ' / SCALE: 1/4" = 1'-0' H 01 r I I I , ' 1 I 1 V � CA Sq; DRAWN: MH/MS � �.:".`•;?.l,�,pr� �5'° , SCALE: 1l4"=1'-0" J013#: April 12,2010 SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISC REPANCIES 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 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 PPIOR 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: REVIEW SET 12/15/2009 ELECTRICAL E S PER BID SET 0/17/2009 MIT SET 04/12/2009 LIGHT General Requirements FIXTURE 2 1J2' 1. Install 1 wall-switch-controlled lighting outlet is required in every MIN. MIRROR CEILING BOX habitable room, hallway, stairway, attached garage, and outdoor entrance. FOR LIGHT FIXTURE Exception: In habitable rooms other than kitchens and bathrooms one or more GFCI receptacles controlled by a wall switch acre permitted in lieu of lighting outlets. SWITCH GFCI ° ° RECEPTACLE RECEPTACLE TO LIGHT FIXTURE 2. In every kitchen, family room, dining roolm, den, breakfast room, living room, IN SAME CIRCUIT sunroom bedroom recreation room and similar rooms receptacle outlets must GFCI p a MAX. 4'-0"; 3'-8" 00 be installed so that no point along the floor line is farther than 12 ft, measured IF COUNTER IS RECEPTACLE - o °° horizontally, from an outlet, including amy wall space 2 ft or more wide and the LESS THAN 20" wall space occupied by sliding panels in (exterior walls. o DEEP; Y-6" FOR ACCESSIBLE __ �� ° ° < LU -� 3. A minimum of two #12 wire 20-A small appliance circuits are required to serve X o _ z 0 LAVATORY o only small appliance outlets, including refrigeration equipment, in the kitchen, i° o pantry, dining room, breakfast room, and family room. Both circuits must extend to the kitchen; the other rooms may be served by one or both of them. No other w outlets may be connected to these circuilts, except a receptacle installed solely for 18" ACCESSIBLE 3/4" TO 1" DIA. � an electric clock. In kitchen and dining alreas, receptacle outlets must be installed RECEPTACLE BATHROOM BASEMENT, HOLE IN STUD at each and every counter space wider than 12 in. LAUNDRY CENTER 4. A minimum of one #12 wire 20-A circuit (must be provided to supply the laundry (UTILITY ROOM 10 �I receptacle(s), and it may have no other loutlets. z 5. At least one receptacle outlet must be installed in the bathroom near the basin and DRILL THROUGH � v must be provided with ground fault circuiit interrupter protection. SOLE PLATE TO LOWER LEVEL 6. Install 15- and 20-A circuits to supply three watts of power for w every square foot of floor space, not including garage and open porch areas. a a Provide a minimum one circuit per 500 s(q ft. w B ALL WIRING TO BE COPPER OX°4' O 48I 'H 0 7. Install 1 (min.) exterior receptacle outlet in the front and rear of house. Outlets ABOVE FINISHED SWITCH BOX FOR CABLE STAPLED must be provided with ground fault circuiit interrupter protection and be weather (N 0 ALUMINUM) FLOOR CEILING LIGHT AND TO SIDE OF STUDS, a AS PER CODE tight, JUNCTION OF CABLE TO OUTLETS 8. A minimum of one receptacle outlet is regquired in basement and garage, in addition to the one in the laundry. In attached garages it must be provided with ground fault OUTLET BOX circuit interrupter protection. Additional (outlets to be installed in ceiling for each overhead door. TOP OF RECEPTACLE 9. Install a smoke detector in the hallwayoutside bedrooms or above the stairway 12" TO 16" ABOVE Y FINISHED FLOOR leading to upper floor bedrooms. Install :1 (min.) smoke detector and Co2 detector on each floor, garage and basement. NOTE 10, Disconnect switches are required. In metal stud construction, cables are passed through precut openings in place of field-drilled holes. a 11). Provide undergound service to circuit box and 200 amp service. Z 12). Refer to the National Electrical Code (MEC) and local codes for 0 a U further information on residential requirrements. w a � H13). Install 1 fan in each bathroom with no window. Review plans with owner Architect for additional fans to be installed. MM� H a ONE LIGHT CONTROLLED WITH SWITCH. ONE LIGHT CONTROLLED BY SWITCH. ELECTRICAL LEGEND 14). Review plans with owner/ Architect for Dimmers, 3-way switches, recessed and ORDINARY SINGLE POLE SWITCH PILOT LIGHT AT SINGLE POLE SWITCH a additional lighting, computer, cable anid telephone locations. LOCATION ELECTRICAL S Y�p L ELECTRICAL SYMBOL 15). Install: 30 amp dryer circuit, 40/50 amlp oven / cooktop circuit and A-C wiring. 16). Review plans with owner/ architect forr heating / air zones. EXHAUST FAN LIGHT ® LAN CONNECTION w � 17). Install 1 wall-switch-controlled light In (each walk-in closet. / 18). Top of receptacles to be 12-16" above finished floor. N v 19). Top of Switch box to be 44-48 above finished floor. m R o :1 r in CEILING FAN y ONE LIGHT CONTROLLED FROM ONE LIGHT CONTROLLED FROM TWO o m ^� .- 20). Holes for wiring to be 3/4" - 1" dia. and must be drilled in the middle of THREE LOCATIONS. ONE 4-WAY LOCATIONS. TWO 3-WAY SWITCHES CABLE CONNECTION Tv p V each stud. AND TWO 3-WAY SWITCHES w w/ LIGHT Ln + IC, NEUTRAL NEUTRAL ° 4 tn PHASE PHASE v Oft Flourescent Fixture DIMMER SWITCH $ Ln DM N v v 8ft Flourescent Fixture CEILING LIGHT W RECESSED LIGHT ® DUPLEX OUTLET W CHANDELIER o 0 o GFCI OUTLET u o PENDANT LIGHT o WP OUTLET 6P H EXTERIOR WALL SCONCE � PULL CHAIN LIGHTAPI-C GARAGE DOOR OPENER - - - - - SNGL. POLE SWITCH $ x COMBINATION SMOKE / Co - DETECTOR Col3 WAY SWITCH $3 3-WAY DIMMER SWITCH 4-WAY SWITCH _yam. FLOOR OUTLET o TELEPHONE CONNECTION DRAWN: MH/MS w SCALE: NTS y • JOB#; HINGE SWITCH HS INTERIOR WALL SCOUNCE �-. d April 12,2010 : 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 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 h-4 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.