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HomeMy WebLinkAbout38878-Z ��4�c�UtFQ1A' Town of Southold 12/31/2015 C9*. P.O.Box 1179 v' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38013 Date: 12/31/2015 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 95 Midwood Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 110.-3-32 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/2/2014 pursuant to which Building Permit No. 38878 dated 5/12/2014 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 SCREENED PORCH, ATTACHED TWO CAR GARAGE COVERED FRONT ENTRY, UNFINISHED BASEMENT AND UNFINISHED SECOND FLOOR ATTIC AS APPLIED FOR The certificate is issued to Kempton,Gail of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-13-0074 10-23-2015 ELECTRICAL CERTIFICATE NO. 38878 ` 11-12-2015 PLUMBERS CERTIFICATION DATED 11-05-2015 Brad Piecuch or' d Signature FOIX TOWN OF SOUTHOLD BUILDING DEPARTMENT CO TOWN CLERK'S OFFICE oy . SOUTHOLD, NY at- 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#: 38878 Date: 5/12/2014 Permission is hereby granted to: Kempton, Gail 95 Midwood Rd Cutchogue, NY 11935 To: Demolition of an existing single family dwelling and construction of a new single family dwelling with un-finished second-story attic as applied for, per SCHD approval. At premises located at: 95 Midwood Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 110.-3-32 / Pursuant to application dated 5/2/2014 and approved by the Building Inspector. To expire on 11/11/2015. Fees: DEMOLITION $277.60 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,020.80 Total: $1,298.40 r' Buildi g Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final surrey 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 Bbard Approval of completed site plan requirements. B. For existing buildings(prior' to April 9, 1957)non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00, Accessory building$50.00, Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3_ Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial $15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: S� IQ w vow �z o�w C(/ i rG(/ House No. A- Street Hamlet Owner or Owners of Property: �i� �i �/�/1�'f7 7"V/tJ Suffolk County Tax Map No I000,'Section f° ' Block Lot Z Y Subdivision 2 (� Filed Map. Lot: Permit No. 'JO Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board-Approval: Request for: Temporary Certific tFinal Certificate: (check one) Fee Submitted:$ �t7 Applicant Signat h®��pE SO(/jyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 A • �� roger.richerK@-town.southold.ny.us Southold,NY 11971-0959 ®�yA®UNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Kempton Address: 95 midwood Road City: Cutchogue St: New York Zip: 11935 Building Permit#: 38878 Section- 110 Block- 3 Lot: 32 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum East Electric License No: 34091-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 Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 66 Ceiling Fixtures 34 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 6 Wall Fixtures 9 Smoke Detectors 4 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 33 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer AppliancesM57 Dryer Recpt 1-20 Emergency Fixtures Time Clocks Disconnect 200A Switches Twist Lock Exit Fixtures 11 TVSS Other Equipment 4- Paddle Fans, 4- Exhaust Fans, 8- ARC Fault Circuit Breakers Notes: Inspector Signature: Date: November 12, 2015 Electrical 81 Compliance Form.xls 1 SO�TyOIo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 'Q �yCOUNT'I,N^� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No.—- 3MR` ?� Owner:-_- r ;i KfMo0y) (Please print) -:�___--_-------Plumber.----�r - --P��CuC-�l --------------------- --- -------_--_-_-_ - -----___ ------- --- - ------------ --- --- -- - -- -- - ---- (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of Nr�Vejy14&9 , 20jr Notary Public, County CONNIE D.BUNCH Notary Public,State of New York No.01 BU6185050 Qualified in Suffolj County Commission Expires April 14,2 f �CHITECT MARK SCHWARTZ &ASSOCIATES 28495 Main Road•PO Box 933•Cutchogue, NY 11935 631.734.4185 1 www.mksarchitcct.com December 30,2015 I Southold Town Building Department DEC 3 1 2015 { P.O. Box 1179 Main Road Southold,New York 11971 ----'3��G.r,F PT I Tots+r. or 1;01,jHoio Re: Kempton House 95 Midwood Road Cutchogue,New York To Whom This May Concern: I have been to the site during construction and reviewed the wind load strapping installed by North Fork Woodworks. I hereby certify, to the best of my knowledge, wind load strapping has been completed as per plans and meets or exceeds NYS code requirements. Please call this office if you have any questions or require additional information. Very truly yours, Mark Schwartz AIA iviembei Amejwan institutectAichaecturc 3 o��00UNi'1,N� TOWN- OF SOUTHOLD BUILDING DEPT. 765-1802 4NSPECTION [ FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] -FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: c DATEINSPECTOR TOWN' OF SOUTHOLD BUILDING DEPT. 765-1802 SPECTION , I IF UNDATION IST ROUGH PLUMBING /FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: DATE - -INSPECTOR so cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC N - a ] FOUNDATION IST TROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOL ION CAULKING REMARKS: JAZ DATE INSPECTOR rjf s 0 TOWWOF SOUTHOLD BUILDING DEPT.- 765-1802 INSPECTION I FOUNDATION IST ] ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) CODE VIOLATION ] CAULKING REMARKS: o DATE INSPECTORSE-12�---���� 76 eoutom, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - I FOUNDATION IST ROU BING FOUNDATION 2ND SULATION FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATIOIN CAULKING 7__�j REMARKS: DATE INSPECTOR.-A � o COUNi`1,0ct� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING /STRAPPING [ FINAL - [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] COLATION [ ] CAULKING REMARKS: 6i CkAvc- _910 d DATE INSPECTOR OF 30(/r�� o � o cOUM`I,� TOWN OF SOUTHOLD BUILDING"DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST " [ ] ROUG PLUMBING [ ] FOUNDATION 2ND [ ] U N [ ] FRAMING / STRAPPING [ FIN L [ ] FIREPLACE & CHIMNEY [ ] FIRE E SPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: �Jwl DATE INSPECTOR SOF SOOT ' �o cou TOWN OF SDING DEPT. 180;110N INSPI [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 L [ ] FRAMING / STRAPPING [ FIN [ ] FIREPLACE:& CHIMNEY [ ] FIRES INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: a-t—ZL/2 AV- z"', /0" � e DATE f/ / INSPECTOR OU TOWN-OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , . I FOUNDATION IST ] ROUGH PLUMBING ] FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: DATE NSPECTOR . 1' 1 1 0 • " MENEM 1 1. IPA PLUIMNG Mom` MAMA _ IMULATIONPERN.Y.STATE ENERGY CODE � �; 10 PT M, MINIM I W rte._ ::. RIVI - �rf0M�ter- -I, ,%, Gam% ��► • r _`ol WWA A wa-0 �- owd VIN 1 • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DF,PARTMF,NT Do you have or need the following_before annlvinlr? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Plannine Board annroval FAX: (631)765-9502 Survey. SoutholdTown.NorthFork.net PERMIT NO. Check Q-...;,.>a,..... N.Y.S.D.E.C. Trustees V1.....7 Dv.....;� Examined 20 _ Storm-Water Assessment Form -0 rn Ic ntact: y�� Approved 20 Mail to: mer Disapproved a/c M 1 014 q one: Expiration 20 BL D T N OF, OLD Building ec APPLICATION FOR LDING PERMIT Y71?tP �n INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 i catc of mane arrnratP nlnt ninmtn eralP FPP neenrdina to erhPdnlP b.Plot plan showing location,of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. e TMP work rnvPrPd by thie annliratinn may not hi-rnmmPnrPd hefnrP ieenanre of Rnildina 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. 1 P Vn hnildina chnll hi-neenniPrl nr need in whn1P nr in nnrt fnr nnv nnrnneP what en Pver until the Rnildina Tnenertnr t 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 ieenanrP nr hae not hPPn emmnli-fM within 1 R mnnthc frnm enrh date Tf nn 7nnino amendmente nr nther rPmllntinne Aff-etina 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. APPY TC'ATTOV TC NFRPRV MAT1F to the 11rni1dina T)PnnrtmPnt for the ieenanrP of a Rnildino Permit nnrenant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein descf ibed. The annlirnnt aarPee to emmnly with all annlirahle lawe nrdinaneec hnilrlina endP hnncina ende and rPmjlatinne and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, age t, arc;Leer, general contractor, electrician,plumber or builder Name of owner of premises �!�? (As on the tax roll or latest deed) If annlicant is a comoration_-signature of dulv 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: ey/y h1 Ood X a P�T House Number Street Hamlet Countv Tax Man No. 1000 Section t 4 Block 3 Lot Z Subdivision Filed Map No. Lot *P Pvisting use and occunancv of Existingnremi. s and intended use and occunancv of nronosed construction: a. NGG � �9�, A2 ��' Existing use and occupancy 15/ we; Intended use and occupancy S41 t 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition X 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 stfuctures, 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 �z V�y 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 9-4, 0 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO_K 13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO 14.Names of Owner of premises Ke�ll-�> Address Phone No. 737 Name of Architect ,SC w Z Address Phone Nc_�� Name of Contractor /U•F. GVU OD W"O,"e' XfAddress Phone No. Z 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 REREQUIRED, 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 NOY— * IF YES,PROVIDE A COPY. STATE OF NEW YORK) cc�rjr COUNTY OF v��a i`— f� T � C �/ / haina rinly ewnrn idPnncac anal cave that(Q)hp is the gnnlirant CONNIE G.BUNCH (Name of inidual signing contract)above named, NotaryPublic,state of New York No.01 BU6185050 (RINP is the CHI Qualified In Suffolk County (Contractor,Agent,Corporate Offic r,etc.) Canimisss n , 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 etatamantc rnntninPrl in thio Annliratinn An-tnnP to the hast of hie knnwlPrlar and haliaf• And that tha�unrk will hp performed in the manner set forth in the application filed therewith. Rwnrn too?hefnra mi-thic �D`Wt1 day of 20-4 Notary Public S' a e of Applicant Scott A. Russell James A. Richter, R.A. SUPERVISOR Michael M. Collins P.E. SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Telephone#: (631)-765-1560 Fax#: (631)-765-9015 MICHAEL.COLLINS@TOWN.SOUTHOLD.NY.US ®•4 JAMIE.RICHTER@TOWN.SOUTHOLD.NY.US Office of the Engineer Town of Southold STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET ( TO BE COMPLETED BY THE APPLICANT ) PLEASE NOTE:All Contact&Project Information Requested by this FORM is Nessary for a Complete Application. APPLICANT. (Property Owner,Design Prrc ional,Agent,Contractor,Other) PROPERTY OWNER (if fferent from Applicant) NAME: �J W �� NAME: n l( itJtr N n.1 ADDRESS: _Y, ADDRESS: 23' t/ c�bwI?i!2 r46C/C A& G(/Mgt 66<, A.) Telephone Number: 7.3T �- Q S Telephone Number: Completed Applications can be picked up at the Engineering Department after being notified by the Department,or, it can be Mailed to the Applicant with the submission of a Self Addressed 8.5"x 11"Envelope&Appropriate Postage. DATE: 0¢ Z p Property Address /Location of Construction Work: :�f /tiDwon 240 SCTM #: 1000 Ito 03 3z. C_'CITC,f1v act District Section Block Lot Required Documents for Stormwater Review: Copy of Complete Building Permit Application. Stormwater Management Control Plan. (2 Sets) Note: SMCP's are required whenever Grading or Excavations exceed 5,000 S.F,when New Impervious Surfaces are created,and/or when existing Roof Systems, Driveways,Patios or other Impervious Surfaces are Re-Surfaced. De Minimis Projects will NOT be Subject to the Submission of a SIVICP During the Stormwater Review! Note: These Projects would be Limited to Interior Renovations, Replacement of exterior Doors&Windows, Deck Construction with Loose Fit Decking, Installation and/or Modification of Mechanical Systems or other similar Work. A Complete Description of the Scope of Work Proposed under the Building Permit Application. A Completed Stq w ter Revi Checklist. If No or NA are Indicated, Justification is Required. ** FO E I RING DEPARTMENT USE ONLY**** Reviewed By Date: prov d ional Information Required: INSpECfIeNS "AERN>IIRED DRAINAGE Contact €4nep"ng at 765-1560 before gackfill,OR Provide Engineer's Certifications e has been installed SUFFQ CHAPTER 236 STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST DATE: 3 APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) O ®,t S C T M #: 1000 1 1 0 0f JL NAME: ��/Zr� CEfw�ri2l Z District Section Block Lot Telephone Number: 77¢ ¢/dlo�r S M C P -Plan Requirements: The applicant must provide a Complete Explanation and/or validation of all Information Required by this Checklist if it has not been provided, 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item,Please Provide Justification Here! show all of the following items: YES NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location&Description of Property Boundaries b. Total Site Acreage. c. Existing-Natural&Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2). EROSION &SEDIMENT CONTROLS d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. Shall inCltidp but not be limited to: e. Limits of Clearing& Area of Proposed Land Disturbance. A Well maintained Crinctruction Entrance, f. Existing&Proposed Contours of the Site (Minimum 2'Intervals) ©0 g. Location of all existing&proposed structures, roads, O driveways, sidewalks, drainage improvements&utilities. h. Spot Grades&Finish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring. 06G j. Location of proposed Soil Stockpile Area(s). 0 k. Location of proposed Construction Entrance/Staging Area W. 0 REQUIRED 1. Location of proposed concrete washout area(s). Contact TOS Engineering at 765-1560 before M. Location of all proposed erosion&sediment control measures. 0 Backfill, OR Provide Engineer's Certification 2. Stormwater Management Control Plan must include Calculations showing that the drainage has been installed to r-ndp- that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event 3. Details&Sectional Drawings for stormwater practices are required for approval. APpR Items requiring details shall include but not be limited to: AL OF a. Erosion&Sediment Controls. GGIV7ROLPLAWR M b. Construction Entrance&Site Access. 0 e: ode C c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) pArOVe d. Leaching Structures (e.g.infiltration basins,swales,etc) 0 FORM * SWCP Check List-TOS JAN 2014 �®,%pk 0 Town Hall Annex Telephone(631)765-1802 54Main Road O ax(6 P.O.Sox 1179 roger.richerttoWi.so76u5 'o1A. V.u s Southold,NY 11971-0959 IAC®UNt�,�� BUILDING DEPARTMENT TOWN OF BOUTHOI APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: kiT(v Date: O _ 0- Company Name: Name:- - License No.: 3 Y�C) Address: 3 ��-� ��5 �v �Tfty /l1 _ Phone No.: I�t y JOSSITE INFORMATION: (*Indicates required information) *Name: Kem pTc),Q *Address: Qp —MID (/00 ,0 1Z 0 Cv a r y oC-tzr e- /U '1' *Cross Street: *Phone No.: Permit No.. Tax Map District, 1000 Section: Block: 7:�> _ Lot: 'BRIEF DESCRIPTION OF WORK(Please Print Clearly) -76— (Please L(Please Circle All That Apply) *Is job ready for inspection: 1 NO - Rough Final *Do you need a Temp Certificate: YE NO Temp Information (if needed) *Service Size: 1 Phase 3Phase 100 150 20 300 350 400 Other *New Service- Re-connect Underground umber of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 4J4 -0 NJI 4- 82-Request for Inspection Form �✓ i i (DWELLING WITH PUBLIC WATER) (DWELLING WITH PUBLIC WATER) SURVEY OF PROPERTY I D L&D: A T FLEETS NECK MIDLAND [Ab7aridoni-nent of existing sanity Stem— TOWN OF SOUTHOLD mance with department ret^a:. , N. Y. 13.0' (PUBLIC WATER IN STREET) d, :merit submit SUFFOLK COUNTY,ted form w _ as 1000-110-03-32 EDGE OF PAVEMENT 17s.57 SCALE: 1'-30' ORHEgq WIRE �� EL 7.2 ( 4 NOVEMBER 20, 2013 —Unum EL 12.8' N50'03920"E — P I 1 SUFFOLK C01.11ITY DEPAfRWE:NT OF HEALTH SEIYvI:S's J 2 MON. 10 or u co STILE UE R PERMIT FOR APi'E,0VP'.L OF CONSTRUCTION Fort A N o ' AY CN �+ Z7, I a 1 ►vl �t N N "-� I� °�F �G,y °W •ESL 9.1' mr �j vlNrf�m F"Iah31LY 4?E S3D �vG� OP•iL.' O o` v J' `f• F Unu1Y -- i Pa Ty FEB L 0 `LUi4 _ DATE E�. t10. 0o - 93 cc7 ' 37. ' ROPCn QSED, N ,/ ��vn v A��P6�©UL© po r APIb GAR,A�aE O PROPOSED � ' CN Z 16.0'/ DRIVEWAY -- r � y r n a F. ------------ Ci o 7'oLl I<'I"') 1Ltt Or®_ 6.._...__ t�ESid�it^J�11'•i 3 ASPHALT DRIVEWAY D nl O W E)C1�1RE i E�If'�E �'F A}kS $-R(13 4,l DXrE 0 ,'�F'PR0' C5 7' r- � (1t,I. -- -'-- X n 0203 ---r- I i (ExisnNc) o o z D '` C7 v /p. .` k S DECK DIV O ^' C 'I EL. 14.4iii O o �� ______ ,; M PROPOSED LOT COVERAr�EE '- n HOUSE - 2354 sq. t.MON. tl=;Xcevat6®n In EL. 16.7 5' MIN EL B•s' BROKEDI m v �i 2354/(6320 = 14.4% r p� PectgonRequire S54025-5O�W ROW OF EVERGREENS ' 2 ForSanitary �e � N MON 175.29 ROW OF EVERGREENS O Ystem 0 CO B5' o ROOF RUNOFF CALC LATIONS �Y Heal C.P. ' c 2354 sq.ft. Department J� ' (To BE REMOVED)(DWELLING WITH PUBLIC WATER) � 2354 x I : 0.17 = 0 Cuff. z 400/42.2 = 9.5 VF CJ• � N/O/F PROVIDE (2) DWs. 8'0 x 5' depth X41 MARIE & KEVEIN GIVERIN, CANDICE & SEAN YORK m 1 GRADING PLAN � T EXISTING HOUSE & DRIVEWAY TO BE REMOVED f ter+ 4' APPROVED FLOOD ZONE FROM FLOOD INSURANCE RATE MAP �, 9 °�� F.F. EL 16• PIPE TEST HOLE DATA -- � 17, u' MAP NUMBER 36103CO163H SEPTEMBER 25, 2009 ry BY McDONALD GEOSCIENCE dor NEZ✓ 4 FIN'-WED GRADE EL. 14' ELEVATIONS REFERENCED TO N.A.V.D. 1988. NOVEMBER 25, 2013 +n 12E �E, V77 `" �E 1 !.E w T 1 1 am familiar with 'the STANDARDS FOR APPROVAL EL 9•1' DARK BROWM LOAM OL 11.5 rANK 11.0' 1 --- 1' 1o.a' 1 AND CONSTRUCTION OF SUBSURFACE SEWAGE BROWN SILTY SAND SM a' s°POOL 1 DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES --- 3' PROPOSED SEPTIC SYSTEM , 1 - BROWN FINE SAND SM -y I 1 WATER and will abide by the conditions set forth therein and on the GR. w � �. 0.2 ---- s.s' [1]LEACHING POOL 6 DEEP WITH 3 CLEAN•-;- ——r__+a. -1' permit to construct. -__ s' WATER IN BROWN FINE SAND SP SAND COLLAR. REMOVE MATERIAL DOWN I8'DlAMETERI TO SAND SP AND BACKFILL WITH CLEAN SAND. SAND The location of wells and cesspools shown hereon are WATER IN BROWN CLAYEY SAND SC 1 k GARVEL 1 from field observations and or from data obtained from others. � " ND [1] 1,500 GALLON SEPTIC TANK. I i --- 21' LIC. NO. 49618 EL -11.9' `---------J EL -12' WATER IN BROWN FINE TO TO BE BUILT TO SUFFOLK COUNTY DEPARTMENT OF ANY ALTERATION OR ADDIT70N TO THIS SURVEY IS A VIOLATION MEDIUM SAND SP CONIC EYORS, P.C. HEALTH SERVICES SPECIFICATIONS OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. 28' (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS P.O. BOX 909 EXISTING SEPTIC SYSTEM TO BE REMOVED IN ACCORDANCE HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF 1230 TRAVELER STREET WITH S.C.D.H.S. SPECIFICATIONS. SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR AREA=16 320 SQFl". 13-281 . WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 ' I SURVEY OF PROPERTY A T FLEETS NECK TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 1000-110-03-32 (DWELLING WITH PUBLIC WATER) SCALE: 1'=30' NOVEMBER 20, 2013 (DWELLING WITH PUBLIC WATER) JUL Y, 3 2014 (FOUNDA TION LOCA TION) ROADm MIDLAND 0 Z � Z EL 7.2' EL. 13.0' (PUBLIC WATER IN STREET) EDGE OF PAVEMENT 176.57' OVERHEAD WIRE +� - EL 7.2 y Q POUTY EL. 12.8' N50 03'20"E W O..7'N' Co STILL WATER 1.2'W W ` 01 W o o AVENUE �t i�a o •TE 9 H0LE r'1 TEST HOLE DATA BY McDONALD GEOSCIENCE v N 40.1' PSE POLE NOVEMBER 25, 2013 gg 24.7' (A -0" A 37.7' 16.5 29.5' 12.2 r� EL 9.1' n � 8 0 7'6' C 1, DARK BROWM LOAM OL Z V I C BROWN SILTY SAND SM CONC. r B.O. FOUNDATION (7 -v b ^- 3 BROWN FINE SAND SM 40 y .1' 39.5 O m m 36.6' D ---- B.9' O O O D a ro I C C __ 9' WATER IN BROWN FINE SAND SP ._ _ O O rq W lL) r rn 31'9• o �= I O rn Z D WATER IN BROWN CLAYEY SAND SC 0 O 0 v y rn EL 14.4' �, �"8.8' ^� O o �i 2 EL -11.9' ---- 21' a n N T m WATER IN BROWN FINE TO •O N D MEDIUM SAND SP .�. EL 18.7' V EL 8.6' (BROKEN r v 28' MON. S54-25'50"W ROW OF EVERGREENS 175.29' ROW OF EVERGREENS Q EL. 8.5' ^� (DWELLING WITH PUBLIC WATER) me m �.. 101 nz MARIE & KEVEIN GIVERIN, CANDICE & SEAN YORK D FLOOD ZONE X v FIRM 36103CO163H Q ELEVATIONS REFERENCED TO N.A.V.D. 1988. OCT 2 1 2014 . .S LIC. N0. 49618 PROPOSED LOT COVERAGE ROOF RUNOFF CALCULATIONS ECONIC S MORS, ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION HOUSE — 2354 sq. ft. 2354 sq, ft. P.C. OF SECTION 72090F THE NEW YORK STATE EDUCATION LAW. 2354/16320 = 14.49 2354 x 1 x 0.17 = 400 cu. ft. BLDG DEPT (631) 765—M20 FAX (631) 765-1797 EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS 400/42.2 = 9.5 VF TOWN OF SOUTHOLD P.D. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF PROVIDE (2) DWs. 8' r� x 5' depth SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR � AREA=16 320 S0. FT. 1230 TRA VELER STREET 13-281 WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 i SURVEY OF PROPERTY A T FLEETS NECK Iff�I MFDC 3 0 2015 U To WN OF SO UTHOLD I SUFFOLK COUNTY, N. Y. I, �r 1000-110-03-32 - r SCALE: 1'=30' (DWELLING WITH PUBLIC WATER) SCALE: 20, 2013 (DWELLING PUBLIC WATER) JULY, 3 2014 (FOUNDATION LOCATION) g MARCH, 25 2015 (FINAL) c m ROAD MIDLAND " Z EL. 7.2' a � EL. 13.0' (PUBLIC WATER IN STREET) M EDGE of PAVEMENT H2 176.57' TEST HOLE DATA El- 7.2 to Q BY McDONALD GEOSCIENCE OVERHEAD WIRE M Pn�a s' N50-03'20PE NOVEMBER 25, 2013 M— E�IOAL co►+CRE�E '20� ��1F Do tq STILLWATER + O UE EL 9.1' , DARK BROWM LOAM OL 0 7W �I �O~F DW TEST HOLE Qs AVEN - 1 BROWN SILTY SAND SM Q COVERED unuTY BROWN FINE SAND SM 00� N PORCti1 10.6' I CHIM. � POLE UTluTyI POLE a Z Z 37 7• 81' 16.7 7.3' 29.9' 120' 24.9' ro: / , C WATER IN BROWN FINE SAND SP G� O m O ST 9 A.C. � 2 STORY FRAMED HOUSE ASPHALT n v WATER IN BROWN CLAYEY SAND SC r� i Lit�0, g� GARAGE � � O Q 00 - O F. FL'R. EL. 15.8 39.6' -DRIVEWAY D cu rte- EL -11.9' 121' i '= WATER IN BROWN FINE TO Q R7cu '- LP LPI i m v, 32 0' 4. OUT _� MEDIUM SAND SP (/) n lq �'s o sHwR. O Q B z D 28' y (O Z q DW Q ri N rr. -t !�, o_ co LP 2 El 14.4' N SWC �'9.0'try SSS '= m .. LU MON. -I ��y -' Q EL &6' BROKEN EL 16 t v ` .7 2EE MON. S5475'50"W ROW OF EVERGREENS 175.29' ROW OF EVERGREENS'0 e.s EL SCDHS R10-13-0074LLA DWELLING WITH PUBLIC WATER) r- ��+�jeayaP NEW t SEPTIC SYSTEM MEASUREMENTS �, r y�r• { g�,ice `�{$y; N OF HfiA j- Z p`O 0 ( a,.�o1"L�d�ioad 'a�. �i." Y�'4�. r-' i'.tiE.Y"9VIiP�o� !' sr l8 18SS FOR a MARIE & KEVEIN GIVERIN, CANDICE & SEAN YORK 'y"`'''" `' NOT � e� '. i�`1L`i 4�E5�f` N C? ��¢! ' LL y, LPl 27 17 �5� DEC 2 3 2015 i^ Z3 _��-,nT.����. .e�`1 Ob7Y ` c ILL", LP2 44.5 34.5 t 'vm.gra vati-C;tdL M;aI 41E1'3\'.'`a3c1 i1S°�lIV fSGi;ltiL`S 3t ti3+i IOC tIOFc h3`J2 Rd 1 dee LP3 32.5 30 cah� ^'s�S O ld fou - Inspected am?ta, =��ilit?7 be sat,slacao y FQ;i ra i ELEVATIONS REFERENCED TO N.A.V.D. 1988. �. N.YS. LIC, NO. 49618 PROPOSED LOT COVERAGE ROOF RUNOFF CALCUL TIONS t►1�ta1� ;�J �''sliem. . to ECONIC YORS, P.C. - ANY ALTERATION OR ADD17ION TO THIS SURVEY IS A WOLA77ON HOUSE — 2354 sq. ft. 2354 sq. ft. ®{1iGt�~��VV,;g&4 &ter Msnagernant OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. 2354/16320 = 14.490 2354 x 1 x 0.17 = 4 0 cu. ft. (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CERRFICA71ONS 400/42.2 = 9.5 VF P.O. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF PROVIDE (2) DWS. 8' 0 x 5' depth 1230 TRAVELER STREET SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR AREA=16 320 SQ. FT. 1 3-�81 WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 REN71SIONS: ,�F S 54025'5011 EDWARD KAVANAGH W (UNDEVELOPED) F — — - - ----- - ""-- l 75.29' O EXISTING TO ------ – — BE REMOVED - Q SILT FENCE O (TYPICAL) W rv, SILT FENC (TYPICAL) ENC L:OSED, �- \ \ PORCH` 4 `= ' �1 --\- \- - -- ^ \- -,-�'\_�+_\ \:...\^ter`.`:.\.�•�\._..•\\.ter:«: .�...�`_ \ \ .� - Y 49.31 - .. ----- -- - - -- --- ----•• - -- ---- -------- - '\ \ \. `� - -.��` \\ ` '\ \ ,` ,4 \ \ \'� \`•\ \\` \ I 1^I 1.J �D CONSTRUCTION DUMPSTER TO REMAIN ON SITE FOR DURATION OF CONSTRUCTION V -------- - --------- - - - -- ---f ------- ---- ----- ------ ' AREA:1250 SQ.FT. W loo°i°RUNOFF:209 CU.FT. PROPOSED PROPOSED INSTALL:(1) 8'dla,6'deeP yf DRYWELL w/CATCH BASIN GARAGE ' HOUSE I \ I\ I 1 I a 1 I ,• \, ` , , Cl A S P H A�L �''---DSR-{- A Y I 1 1\ 1 f W i 40.1' PHILIP ANDREWS O I :::].. �.\ 31 (UNDEVELOPED) PORT A LAV TO REMAIN . . \ _ .:, _ 1 � Lt.l �_-__ _ _ -- ---- ---- - ----------` , �` =� PORCH � r 1 U..P. L�O�1 SITE FOR DIZRI�ION � - -- ' �.__' jy� OF CONSTRUCTION b U-j SILT FENCE ' 1 . , – (TYPICAL) - ST MINIMUM 20' DW80 :.........: r`! L1 SOIL Cn m 7LOCATION Q M , f) N E PI Tb -'± 00 { SILT FENCE \ / TYPICAL f 0 O Uj, – – OWM O ° O 176.57' N 5003'20" E Q NYT Ilk LJI `► R 0 A� o Nti E t+) m CAS m o " v 0 'C CL4 SITE PLAN] � � v � f) 11 _ SITE DATA: N SCALE. 1 -- 10'-0' W DESCRIPTION: SQ. FT. AREA: LOT COVERAGE: EXCAVATE: FILL: MAIL, PROPERTY: 16,319.91 SQ. FT. 0.37 ACRES ESTIMATED AREA OF 11,000 SQ.FT. W GROUND DISTURBANCE: HAY BAY w SILT FENCING SEQUENCE OF PROJECT: � U 1 SITE CLEARING:CLEARANCE OF MINIMUM SITE WORK AS NEEDED.INSTALL BERMS,HAYBALES,SILT FENCING AS REQUIRED. RUNOFF PROTECTION TO BE MAINTAINED DURING LENGTH OF CONSTRUCTION.EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS EXISTING LIVING SPACE: 819.2 SQ.FT. [TO REMOVE] LIMITS OF CLEARING TO BE ' ` ! OF UNDERGROUND WIRES,CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY COMPANIES THAT THE tn AREA IS CLEAR. CLEAR THE SITE AT LEAST 20-25 FEET(IF APPLICABLE) FROM THE PROJECT PERIMETER.DO NOT CLEAR OR EXCAVATE EXISTING GARAGE: 274.6 SQ. FT. [TO REMOVE] 16 CU,YD. 32 CU.YD. NO MORE THAN 20' FROM -• �,F _�_.,-�.-^ � 4_ LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION:DISTURB VEGETATION ONLY AS NEEDED,THEN RESEED OR REPLANT AS SOON AS . ' ' ; : ' PRACTICAL.LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SITE-DO NOT DRIVE OVER UNCLEARED AREAS.PROTECT UNCLEARED PROPOSED WORK AS J , i i � ; ; , ; � ; ; ;. : � ; EXISTING COVERED PORCH: 105.9 SQ.FT. [TO REMOVE] AREAS WITH FENCING OR OTHER BARRIERS.PLACE BARRIERS AROUND THE DRIP-LINE OF TREES TO PREVENT INJURY TO THE ROOT [..; INDICATED ON SITE PLAN ' ' : ' SYSTEM. IF A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE CONSTRUCTION BEGINS,A TEMPOARY GRAVEL DRIVEWAY SHOULD BE INSTALLED WHERE VEHICLES ENTER THE JOB SITE. EXISTING DECK: 432.2 SQ. FT. [TO REMOVE] 2 CU.YD. 3 CU.YD. 2 POLLUTION CONTROL:CONSTRUCTION DUMPSTER AND PORTALAV TO BE ON SITE AND MAINTAINED DURING LENGTH OF PROJECT. DRAINAGE INSPECTIONS ARE REQUIRED � U 3 SOIL CONTROL:EXCAVATED SOIL TO BE RETAINED ON SITE AS INDICATED ON SITE PLAN. RETAIN AS MUCH TOP SOIL AS POSSIBLE TO LIVING SPACE: 2338.2 SQ.FT. 14.30/a 100 CU.YD. 20 CU.YD. Contact TOS Engineering at 765-1560 before u� PRESERVE THE ENVIROMENTAL QUALITY OF THE PROJECT SITE.EXCESS FILL TO BE SHIPPED OFF SITE.CONTRACTOR AND EXCAVATOR Backfill, OR Provide Engineer's Certification ►� SHALL INSPECT PROPERTY FOR EXISTING UTILITIES BEFORE EXCAVATION BEGINS.ANY DIGGING WITHIN 24 ICHES OF UTILITY MUST BE GARAGE: 669.5 SQ. FT. 4.1% 20 CU.YD. 8 CU.YD. �r DONE BY HAND.WHEN THE TOP SOIL IS PRESERVED,TILL THE SOIL FIRST,AND THEN REMOVE TO A SAFE LOCATION WITH A FRONT that the drainage has been installed to Code. 1Q ROOF AREA: END LOADER. PROTECT GRASS,TREES AND OTHER PLANTS WHENEVER POSSIBLE. PROPOSED DECK/PORCH: 34.1 SQ. FT. 0.2% 6 CU.YD. 2 CU-YD. !-+ 3399.5 SQ- FT. EXCAVATION SHOULD BE AS LEVEL AS POSSIBLE.SET ELEVATION BENCH MARK PRIOR TO EXCAVATION.OVER DIG FOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR A WELL-DRAINING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK. TOTAL LOT COVERAGE: 3041.8 SQ. FT. 18.6% A).IF THE DEPTH OF EXCAVATION IS 6 FEET OR LESS,OVER DIG BY 3-4 FEET. EROSION&SEDIMENT CONTROLS AT 100°10 WATER RUNOFF: B).IF THE EXCAVATION IS DEEPER THAN 7 FEET,THE SIDES MUST BE SLOPED OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEET OR INSTALL SHORING. Shall include but not be limited to: 568 CU. FT. HILLSIDE EXCAVATION:EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE-THE ANGLE AT WHICH THE SLOPE IS STABLE,USSUALLY A well maintained Construction Entrance, l BACK TO A SLOPE OF 2:1 (VERIFY SOIL CONDITIONS). SEPTIC SYSTEM TO REMOVE 5 CU.YD. 7 CU.YD. Wire Backed Silt Fencing,stabilization& Seeding of exo A).AN UNSHORED VERTICLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. P deo and/or inactive Soils. PROPSED SEPTIC SYSTEM: 50 CU,YD. 20 CU,YD. -' (2) 8' DIA. X 8' DEEP DRYWELLS 4 STORM WATER RUNOFF CONTROL:INSTALL DRYWELLS(AND SEPTIC IF NEEDED)DURING CONSTRUCTION.GUTTERS AND DOWN SPOUTS DRAWN: MH/MS TO BE IMMEDIATLY INSTALLED AT TIME OF COMPLETION OF ROOF.ALL DOWNSPOUTS TO BE PIPED TO DRYWELLS AT THIS TIME. PROPOSED DRYWELLS: 16 VU.YD. 4 CU.YD. SCALE: 1/4"=1'-0" UNDERGROUND HOOKUPS(ELECTRIC,WATER.GAS,ETC.)TO BE INSTALLED. APPROVAL OF STOR WATER MANAGEMENT TOTAL DRYWELL CAPACITY: JOB#: 676 CU. FT. 5 PROJECT COMPLETION: FINAL GRADE TO CONTROL RUNOFF DIRECTION TO STAY WITHIN SITE.PITCH GRADE ALONG PERIMETER CONTROL PLAN -Tov n Cod ter 236, April 23,2014 (WHERE POSSIBLE)OF LAND DISTURBANCE AWAY FROM NEIGHBORING PROPERTIES AND ROADWAYS.INSTALL CATCH BASINS WITH TOTAL.: 3041.8 SQ. FT. 18.6% 215 CU.YD. 96 CU.YD. Date: .J "2-I SHEET NUMBER: DRYWELLS AS REQUIRED TO CONTROL RUNOFF THAT CANNOT STAY WITHIN DISTURBED AREA. Approved by: 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 MANUFACTUR.5R'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. 6K- REVISIONS: . OCCUPANCY OR U,G)E IS UNLAWFULAPPROVED WITHOUT C�RT��I � DATE: 51'�'�lip B.P.f, p r FEE + DY: '�` OF OCCUPANCY NOTIFY BUILDING DEI;"rRTMENT AT 765-1802 8 AM TO 4 PE14 FOR THE FOLLOWIPIG INSPECTIONS: /�� .,, _ ,R,��,,, 1. FOUNDATION - TWO REQUIRED r�+0✓v: rA, x - , _%. FOR POURED CONCRETE l : .:_ r�1i `ti"� '.;,, �`• , 2. ROUGH - FRAMING & PLUI,'PING . P-19/iTEO oc.cur�,m— ' 3. INSULATION 4. FINAL - CONSTRUCTIO°! FAUST U rn usED IN V".1,47' 6E COMPLETE FOP C.O. ALL CONSTRUCTION &LIALL MEET THE REQUIREMENTS OF THE CODES OF NEW —........� � ..... . � .___...._...._..._,.........__._.._....._........._......._.._. RESPONSIBLE _. ° v Si3L E FOR R — DESIGN OR CONSTRUCTION CPRO^�_.._____.� :_ ____._,,.,,,,_,__,_.._._..._.,.,._..... _ j R ,. ---- ....-..._.__.—_____.._.....__..___..____:_... K,.---.....-.._._—.__...__._ -- PLUMBING ...........___._..�... ._._..._._.._._ __..._...... ....._..._ _ ALL PLUMBING WASTE WITH ALL CODES OF .—._._—_ _�^�_..�� NEED - _ _ — __._...._._._....__ __� ___ _ ' _.....__._ -- _.._._.._._. ...._._.._................ &WATER LINES _ _ & TOWN CODES r : ....... ( .. _____ _ TESTING BEFORE —_ .�...._ � ___„_,_,___;__�_ __.......__m_ _ _ I_ _:�_______.___...__...............a.._ .......,,,. AS REQUIRE _ i..r i _ ._. _. — _..____,....�._..... 111 _._...__._......... .............�.-.,...-.._......... _ _ _ _ __. _..__. ( - -,� I �_I I _,______._...... ...........::..._....._.. _.______ ,......._.__.._...._._._..___,.�..............____x-:... T ” `" _ _ _—_— _ ___... ___,_._________ _._ ... .__ __,...._.__ r r. _ D , ._ ._, _,,.,,,_,._,_ ._..,._.__. .�........_ _w� _. ___.,....._ _ .,�,. ..,. - ....... ................._.........._.............._........_......x.:,,,..,,,.,,____......_.__........._..___.__ n�. fir �.r T .n...•^-[� T' 4 .._.. _ __._...................". IV. M _. r _ .__ . __ ...._._.__.._.____._..._.. 0 ___.. .. ............ . . I �. __ ......... ................ ........ _..............._.........,. - - _ { ....__..__...,_,-_ , ._ _ ....., ........................ _.,. � �.......... __...._ _m,,,.._.._.._......................._.. , ,.... , __._. _ f r I _._ _._. -____. .. ____... _..._ _--___„___._.» __.__._... __......... __.a..._..__._._.__._._..,.._._.___... .,...x_...._....._..__......___.._.,.,-........____......v.,s _.__ ..__.................... „«a„ - ..... _ t.. _ ._. ---..m_ ........._-_-.......,...._. - ...............,, f - , ........... ............. G r I_ ,,._, __ _ T _.._......---"i"i.,�__.___.._ ____....,,,_ .,._,.___� �� .,,__ a �w _ __ __._ 1 _. -. - --- _.. - __-- ..... �. _ _.,..,,,,.__,_ ._..... .___,_„___, _ a _ _ ,. �� ,,,,.. ._ __, �_. „ RETAIN STORM WATER RUNOFF ........... 0 T 4r.,-y,Tj, __.—_ __ __ - I " �---� � � _ M ANT TO CHAPTER236 � v, i ; f a f � EE �._ _. _ . OF THE TOWN CODE. �3 .._....__,_. _.. _ I i ® v. _ y 4 � _ _-.. ,t_ .,- MRPT A�AR� .�14 • A� 6'RA M'1 O '-' ...�.f. _...r.".__,.._ ...,y.. s"`l�fi��.ti..r`�..ion►ii..J .. 6..:y��,- ._. .� o \ I I I i I F tl �:_ _ f.. n wat TOS Engineerf a�4 �b 'r'J belbre Z I I n {,+•'��.�'�"��QR `:i.i�:�_i+..:'i ,ir k.'w,:.R►A.4�. i _f_ 1_ f.. � P ovod i j a _... l,,,-�,� ,�` ,.__: _f..w ........., ( ! I 1.k, ,-'I i"`..-..t":^C .r€� h s b^ n I..wi:..: ^d to Cede. I IT IT7Y 1 f „ i _ _~�._ ( -,_J,...3_ � ,_�_mJ_I_,_.;.�.__m_.��. 11 , �._...... _...�.L...1....1_a..m_. v f ; I T _ 1 I 9 -.._..t._..,I...., _.f... .,.....1. ..I - i I i..I.. : 11 III ` w� _ 1 ET _ ,i I YT�T I I I I I I I I I I I NORTH ELEVATION SCALE: 1/4" = 1' � o 0 O QU u � U � rn ,.................... .._.._.._......_ _ _. N � i --- m I _____..___..__ _-- w _ —. 00 _ �_ _...._.,__ m , C I ti _.. Iw._ LLY _-,___.... ...._..._._. ___.. _._.____ - _-_..___--_- �............_........,_.. O�/♦ I ♦ ♦ ♦ vJ I ♦ I ♦ r/♦ VJ I 3 l _ _rr }L>I ' Y ly-F-11 F 1_1 i I f�= .. . 1. 3.. L. .., ... .I. ,_. l � T i WEST ELEVATION SCALE: 1/4" = 1' DRAWN: MH/MS SCALE: 1/4"=1'-0” . . JOB#: April 18,2014 SHEET NUMBER: .'i`� .T+• sem"" ,he��'^ 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 MANUFAC'TURER'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: _-- -------- __. _.. ....... .................... .......___...... _ _�__ _ . __.._—.._... .._-.__...._.... __......._.....,,.�...._.........._... _.--..mM...._._.___ _.__.___ —_ _._._. _._ ......... .� .__.._.._......._...._..__...........:�,,.,....................._............_...._......_..._.._...._.. _ .._._.. - - — —.._ _ : :::.r:_ _:.W—_.... ............. ....... a� . _..__ _............_. ya_— ___ _.—..�__ __ _ -- �. ___ __.._._..._....._.............._._.._......_ .,, - -_ _ __— ......... ... ---------- — ® — _.__.... _.. ........ _ m ........................._ .__........"........�._......_..__.......�.. _ .........................---- ................ -------------------.............................. ... ................... ------- .............................. .............--- ......--- ............ _...... ___ ..... _._ -------- .....------ ......................... --- .."."".__„._..---._....,,,.........__..._.._.�.._....._.._._��.____-v-_-_--- .......................".....,... . ................. ........... _ ................. ............. ........ ............------- ............. .......................................... ...... ........................... ................. ............------------- � --1.................................... _._.__..._.,.__........._, ,.,�A-....... --------------- .......................... W.. ................................ ............ _......._.._.._._._..-_ ._.. �__ .... ... _au... _ ___... _._....._... ,.>.. _.._.._......._._.___ _.._.__.__..�.___.._.._._._... .......................... ........................ -------- _� _._.._....._..,�, __- --------------- ------------------------------------------A:!.... ................................ -----_,_ — __ ........................................_._........._. _.... _._.—__._._.._...._ T I _..........._......... ___ — �w .._.......-.___._.._. _ —_....u.................................M...._................. ,_....._..... _ _ __........ _- _ _........... —_ _ —_._._—.-..._—...._.... . "_.._... ......._..__.._........_._.._..._.._.... __ � _—_—._.____."_.___a................._.__...___-...__.._._....... ..........,.a_.._a........�...._.�._._._......._.._........�_.—..._..._........_............__.....__...._.. ..............-- ` W �......._........ _ _._........... a __....__._... � � ..._.............. ...............__.....__._............. �........__....._. ...........__............... ....= . . . . W _ _ _ __._.._.......... ............._..___... _______.....___.._.."..—__.---_....__.._ _ _ ...._.............._..__. �............_.._.._...._..._..—.. ........ _-...._. _._"..... _.._._ ...__ W _..._._....._.._..................... ...._............, .i I _....._....._ . ........ — ..........I._.... ._"_"..".... ........"".._....:.. w ..........__.. _....."."."."._...-... . � . .. . . .. ..................... ._ _ _ __ ........_........ : . . .._ ..-- _ ;-__.. - pr�, x .....L1.".. ."1. _1. .._ .".1....._i i..1 ....1 - 1_ ... _ i _ I. O � E i �� S_ f. .i ..« ....__ .i�...�... 3 i I s- �" _�.... IIS.. .....L _.._....A_....._..r.l_�.._ ......3.__4........_I I _. �.�..,......_�...7... _3.......�. ...- __ - - i f i _ _ 1..."."� .._..I....,�... _.... �....�... _... ....... ......_. i (. .... 1..._ __�1.._....x _ ,�"� Ll. _"; C._J.. i ;.."_i.......i..."..."..1..;. .......i...1.... F E^ i I 3 i t E 1i1 SOUTH ELEVATION SCALE: 1/4" = V � w � ao O Q U � U _.. ---— _._.._...._....__._....__.. _ _..._....__----_.""""_"_—.. — — _— — __ ell � � N F.� ��+ O _ — _ —__ ........ _ _____ —a _ ...... V LL 75 4 , � f " 1-,""_ �.,_ - -- i I i I U I I Fy lw .......... o , FT I E ® � F=] 0.7 _ _.. 3 E l u Ll T-F L Il/ 'Ell EAST ELEVATION ;,R SCALE: 1/4.. _ 1. . tit DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: April 18,2014 SHEET NUMBER: I T R-Fr _''.�"+-., y'+c ern""�'�:a• _ PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE 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-2 MANUFACT'URER'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: 39'-6" 18' 9" 36'-81/2" 8,_9,f 23'-101/2" 3'-3" 12'-41/2" 5'-0" 4'-41/2" 49-41i/2" 5-0" 6'-5" Ile ------------AN291------ ---- O D• p O LO ° • r } • r/ �1 I i ° I � D i I I i ' M i •0 i D i O I o ' 5"X5"STEEL COLUMN ON 48"X48"X12"CONC.FTG. • ; REINFORCED WITHCD FTS a (4)#5 REBAR em. -OCJ _ - I c 8'-81/2" 8'-81/2" •v D F-' ------------ ---------------------J. ------- I 1 � AN28>• r------------____-��`� _. � n• a p a 'F=7-11 - o• a p d'...... .- o. d { p a n. a p d . o. d a . 4 v a •v I • '(4)1-3/4X11-7/8 ML GIRDERI I (4)1-3/4X11-7/8 ML GIRDER tI , , --------------------.-------------------- -----�---- " C 1 17'-5" 32 01/2"------------ • Z O i t f I cct 9 i I i i 11 V ! jjj I ° t i v v I ----------------------------------- ----------------------------------------------_ ------------------------ ------ > -- -- 4 I I E i �• °d D d ' �• °d D d ' �' °d D d �• °d D d - ' �• °Id d �• °d D' �• !°d ' �N O CO d14 .-------------------------------------------------------------------------- ----- 4 ---- ---------------- ---- --- 1 1 3 91/2 I N � N ww oc i 0 p : E � 11 i I 7 —61/2 7 —61/2 7 —61/2 7 —6 7 —61/2 7 —61/2 7 —61/2 7 —61/2 40-0" 3P-4 11 -------------- ----- ------ ----- - --- ----- ---- Q ..II(4)1-3/ Xll-7/8 ML GIRD R (4)1-3 4 ll-7/8 ML GIR ER (4)1- / X11-7/8 ML GI DER (4)1- /4X11-7/8 ML GI DER (4)1- /4X11-7/8 ML Gl DER (4)1-3 4X11-7/8 ML IR ER (4)113/4X11-7/8 ML GI DER (4)1-3'4X11 7/8 ML GIRDERN€- x -g- � � --- q--- - e - --- --------- g -�--CL I- O - -------- ---- - L------- - - --------- ---- -------- ___- _ �_____ - ____-�----- �- r---- -r------- ----- ----------�----- --T------ -rr----------I- I---- --- cp--------' 5"X�"STEEL COLUMN QN; i i 5'k"STEEL COLUMN CIN i i 5'IJC5"STEEL COLUMN:ON i 5"�5"STEEL COLUMN bNI; 48"�C48"X�2"CONC.FT ' ' 48'X48"X12"CONC.FTG. ' ' 4$"X48"X12"CONC.F'fG. ' ' 48"X48"X12"CONC.FTIG. 400 N I 11 I1 > „ 75 RRNF RC-EDAWITH• •------------ REINFORGED-WITH- •------ -----• •R14NFGRGED-WITH -------- ---• i2EWFOREED-WFT�-I• — (4)#5 REBAR em.(13"OC (4)#5 REBAR e.w.(13"OC) (4)#5 REBAR em.(13"OC) (4)#5 REBAR e.w.(13"OC) /1 Q I I a 1 —4 7'—4 !/ 0 I 1 i i ' � ° ; ; L(2)11-7/8 ML Q O I I I I 1 ---------- I LU Fi N I GARAGE I --------- li N 1 H D i zo (� M ' v ' O O I 1 m V` ' I 1 i i ° E11.7 i = 1 In A .. ; I --------- IV ( LO 3 r r _____ ' STEEL COLUMN ON � -___ -__- 24"XJ4"X12"FTG. 1 t i •, I • -' Q) f rN � i = I I ' 1 1 P. I 8'-10" a - o ! i ° : i j __________. _ _ ---------------- vp p 4 p •v ... ° 4 p •v13'-03/4„ ,_0„ 13'-03/4" .v � f ---- v_._=._.-.__.... . ...a_... _._ _ ...'v. i' 141 - ----'----.".---'------------- - ' - ____ - ' --------------------- 1I L.C)--------------------------------------------------------------- ♦� 1 ...- -- - -"-._.- '".. ..._, ._'"""_... , m a . a .a 4 °f X �=ccs - _� - o � o - - r.o�, w l i . • V . . v p • 4 ° V 1 I (D i 4 ' I a.71 4 i ; %^... W O a p a e • a . p 4 ° D UJ Yw ------------------------ ------ •�IV ` r ----------------------------- C14 a' • - ------------------- -- PORCH STOOP ------ - -- -- --- -- ------- ------ s N P, X 0 vi N d4 v p4 ° pG v ". p4 p .v ° pa p4 pa v4 It u c a p a v a i COMPACTED SO v 0 00 ' " • i 1 I 1 V 04 4 /� I D i i ------------------------ i ♦ /y . F� ," 'c• . t - `-----"------------ -4 ■V 1 00 p 1 24'-8" 12'-21/2" I 17'-01/4 ( 6'-0" \ 5'= �/4" 10'-0" 15'-21/2" g'—p" \V/) o w 10 a 98'-31/2" w .__..._.____..._._._._._____-_-____ ___.-- - -_-----_.....-__., 02) A w 1).8"THICK POURED CONCRETE FOUNDATIO ,3000 psi.WALL HEIGHT 8'-0". 4).PROVIDE 2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATES [—a S DAMPPROOFED AS PER N.Y.S.RESIDENTIAL CODE WITH A BITUMINOUS ARE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR l QI P ROJ ECT NORTH FOUNDATION PLAN COATING. FIBERGLASS SILL GASKET. v u E 0 i i 2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4) KEYWAY FOOTING. 5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT T-0"O.C.AND W/I 1'-0"OF CORNERS, N SCALE. 1/4�� 1� FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A - REST ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT ARE TO Q' BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. 3).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. N EEO, INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE [� WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE BLOCKING AT 8'-0"O.C.AND MIDSPAN. REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE QI WALL LEGEND AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL 7).INSTALL SMOKE AND CO DETECTOR PER CODE. JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE --------------, THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL V . -------------- WALL TO BE REMOVED STAR WIDTH-MAXIMUM JOINT SPACING FOR 4-INCH THICK 51 AR IS TO RF NO EXISTING WALL QI NEW WALL NOTE: DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL [INT.:2X4=4-1/2",2X6=6-1/2",EXT.:2X4=4-",2X6=6"] DIMENSIONS OF NEW WALLS ARE FROM STUDS [EXT./INT.:2X4= 3-1/2",2X6 =5-1/2"] .. c:. `":r h: s DRAWN: MH/MS SCALE: 1/4"=1'-0„ 'r'• JOB#: April 18,2014 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-3 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: 5'-0" 8'-9" 5'-0" 18"h TRANSC M OVER G65 bh (2)2X10 HDR. f�;3 o CD L0 �� }�o oy GFS Ln ' SCREENED-IN PORCH I I � 0 �2 0 �0 I I C , N Z = =o CATHERAL CEILING 2 z = N 1 0 > > o I - p p , I o I I 399-611 d 5;0 - - _ = p 50'-91h" 8,_0„ 12'-4" 13'-2" 2'-83/4'' 5'-6�/z" - 3a X 5'-11/2" 7'-10" 12'-2�2 X �c 18'-91/2" 6'-10" _ > c (° � o _ 11 (2)TW2636,3in.MULL FW06 APL I (2) 3046,3in.MULL n 18"h TR NSOMS (2)TW3046,Sin.MULL 1---lI w/(2) 18"h TRANSOMS N w/ 2)18"h TRANSOMS w/(2)18"h TRANSOMS l--i-1 •---- 00 1 , , (3)2X10 HDR. I (3)2X10 HDR. I 1 (3)2X10 HDR. ~ 1�MO , , : W ' ' z 1� D N TO CONNECT ' , ----- ; ; I� 00 I".'mom/"`: r�TLLI� TO DRYWELL(TYP.) ; I 1 I 1 I ' i U I TW3046 w/ 3/0x6/8 w/ _ ' , tr__.� u _.._. J W 18"h TRANSOM 18"TRANSOM -- _84� ; KITCHEN - m I W 3_.._ _...___ 1; �...�.i .,a- m .......... 3'0" (3)2X6 HDR. 9'-0"WALL(ABOVE FOUNDATION) (3)2X6 HD 2-AW31 (3in Mull) ; j —43/4" '-43/4" J {. j \ - '`_€ "' n 17�I _. W (3)2X10 HDR. ' : I LL . LL i- :. 3 '.,LLI Q O N O Fi ' 1 I ..,_............. J J *i v O -----------------------• ' 5/8"TYPE-X FIRE RATED I 00 1 00BEDROOM No. 2 x Z I 1 , r SHEETROCK ON "' I I LNDRY. RM. ' WALLS AND CEILING 0) ' ' ' ' P0 00 - I`� ' PROVIDE DRAIN PAN ' I I I A ____� _. '"' BATH ' l Op _____._- -__ ._-._(_'.. �. O LO 1 PER CODE I \ ' -.11.- BEDROOM No. 1 w:...F�R"" I Q LU , UNDER WASHER(TYP.) , , N Lij v T-__._._." O No. 1l_- �, W 23'-9" 3'-91/2" M' 11'-01/21 18'-0" R , „ I 12'-9/2" 5 - 12 -91/2 Q LL I 1 1 °i o 1 I I ' 13'-31/12' 5" _ I I 1 (2)1-3/4X20"M PSET HEADER_ _ _ _ _ _ ' Ni 2'6" ' I — — — —11 - - — — — — — — 2"6' ab^ 24 26" . . 45 MINUTE FIRE RATED DOOR (2)2X10 HDR. �� �� WITH S.C.HINGES,STEEL JAMB - I I (2)2X10 HDR. , f (2)2X10 HDR. (2)9-1k ML L 77.5" CO U D ROOM I I I _. . __i I I _ I N o GARAGEto I I SOLID-CORE DOOR I N E CO BATH No. 2 --6--------------------- - In 61/2 6P-4" w/WEATHERSTRIPPING o\o N I (0 Q AND DOOR SWEEP r` 10 cfl Q Z (4)1-3/4X11-7/8"ML w/(3)3/4"STEEL PLATES FLUSH BEAM 2'-6" I 0 I , N I = o - ;n -o - - T - - - - - - - - - - - - - -T - - - - - -- - V LIVING ROOM DINING ROOM l'6" 2'�' lO N N � W W I.... � �.__.....-...... I M - -->-------------- ----, _ W m c a m -I 5'-7" 76" 1n I m = 1 O = CJ .-U_ 0 . I J E It A ° z W ' W I ' .. l �C I 1 ,, ...... I �� -I T N Q 0 I Cm - J, w co r- Z LL ; r Q _ I{� I ' _' , n X — I �•• , I'N I TEMPERED LASS VVNN !VV/nN11 2-4 µ v _J 1 �..... N LL LL M ¢ I � � �• .. I X w/VINYL 1 B co coi\ • v o _ ( W ___ M ENTRY ' m ------------------, : O C�7 X , n 1 n Y -I v i v , ; M 1 O O N HALF t ' X I X Ln . I��I \ j m i r N x N M M BATH Bb 13 _. :: _ WALK-IN cO Q I00 CD I - 5 79 0 UP 00 _ CLOSET -----------------r----- 3) ...�.�..::� I ,--. I W VI 2X6 HDR. (3)2X10 HD.. J :!t � (3)2X10 H M BEDROOM No. 3 (3)2X6 HDR. I � I � (3)2X10 HDR. 9'-0"WALL(ABOVE FOUNDA ION) CW13 TEMPERED I C 1 : 1/4-3/0-1/4X6/8 ENTRY �-� I CW13 (fl ' w/18"h TRANSOMS SHELVES , (2)TW3046,3in.MULL I (3)910 HDR. (3)2X6 HDR. (3)2X6 HDR. N (3)2X10 HDR. PORCH (� CATHEDRAL CEILING (2)TW3046,Sin.MULL TW3046 w/ TW P46 N N _ (2)TW3046,Sin.MULL W/(2)18"h TRANSOMS 18"h TRANSOM 18"h T NS M ..� 1��—Of, I_ p I i w/(2)18"h TRANSOMS 1 1 I I 1 ILM I 1 (2)2X8 ' COLUMN 1 1 p 1 12'-4" 12'-4" '-61/2" 7'-11/2" '-6�/z" 7'-1" 7'-51/41 11'-0" 3 �/4" 3'-9" 3'-9" ' ' 3 3 " " 1 8 -1 /4 8 -2 /a 4 -0 4 -0 cM N � ;~ ------- ----------_---------- ------- M ai UU, 24'-8" 12'-21/2" 29'-51/2" 7' 6" 16'-5/2" p F " - -------------------------------------------- I , 8 -0 0Ln r, v d M, mr, ° Q.v 98'-31/2" O w 7r Z x � v pr � ,� � � U N N � W 1).PLATE HEIGHT AT 9'-6". 6).ALL MULLS ARE TO BE PROVIDED WITH 2-2X DF#2 STUD POSTS ,W UNLESS OTHERWISE NOTED. �� 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. l/ G /1 S 7).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 LIVING SPACE: 2085.0 SQ.FT. P ROS ECT NORTH FLOOR P 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. AND 2X4 WALLS AT R13. 5/4X6 CEDAR SCREENED-IN PORCH: 235.2 SQ.FT. 4).PROVIDE 3-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS 8).INSULATE CEILINGS WITH R30 INSULATION. CAP �_ci i W - - SCALE. 1/4" = 1' — — — OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS 1X3 CEDAR GARAGE: 649.1 SQ.FT. N ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR 9).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK. { lIJ TRIM MICROLAM HEADERS. BATHROOMS TO HAVE MOISTURE-RESISTANT SHEETROCK. V r 4X4 ACQ POST I I 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE 10).INSTALL SMOKE AND CO DETECTORS PER CODE. APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. II � 2X4 HOR. - i MUD ROOM I I I BRACING V-0" N 1X6 TG&VJ CEDAR SDG. I I I I �✓., BENCH I I I I ; I 1X4 CEDAR 2X4 TRIM ' 6" _ @16"°„ FRONT ELEVATION I I 5 4X DECKINCa SCALE: 1/4" = 1'-0" 8'-0" I I I 2X4 ACQ @16"OC I � lily �l �- � —..:(l��) I I I r t , 4 COMPACTED STONE BASE a _T._.____.__..........._.._________.__.._..................® w (DRAINAGE AS REQ.BY CODE) id•o' _„ C I I " 4.p o d':v o ._.,. - ♦ `Isar - .-"x �� .`;:-. p >s 3,-0„ u d I r4a �Qo 8"DIA 11 BATH V. PIER a,Gj-;� y M 0 d s DRAWN: H/MS I ',: .x`.'.'_,w a SCALE: 1/4"=1'-0„ a,'.: JOB#: L — — — — — — — — — — — — � April 18,2014 FLOOR PLAN -� �� CROSS SECTION SIDE ELEVATION 11 - I „ ALTERNATIVE LAYOUT �-�.,,w � ��� �z µ�� SHEET NU SCALE: 1/2" = 11-011SCALE: 1/4 = 1 -0 SCALE: 1/4 - 1 -0 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 GENE RAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-4 MANUFACTORER'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: B i l 4 ctr 12 q 1 O I.�4k9 ��N�Q A 3 � I��MI '-6/2" 9AI2 33'-103/4" 5'-83/4" 18'-9" W 12'-33/4" 7'-0" 12'-101/4" 0 12 °C 003'-6,r 39-619 00 2XIO RR 0,16"OC8 H C 2X6 PLATE p ? Z1/2-_P�ITE 2-TW2636(3in Mull) (2) 6 HDR. 0 rnC� LU LU N WW 12(WALL BELOW) ___ 00--------------------- ----------------------------------------------------- ----------------------- ------------ 10;7bo 5'31/2"PLATE HEIGHT - 1 Q o 1 1 I c� I W I 12 1 0 1 N aJ 12 0� YIO FIR ("J16"OC OC 1 I 100 0 Ln ! - Q --------------------------------------- ------------------------------------------------ -------------- ------------ --- P CX23 O 5-3 1/2"PLATE HEIGHT \ "' ce N l 1 (3)2X10 HDR 10' v 6"PLT HT. I I I o �l� o = o UNFINISHED ATIC NI IN X N ' a I I 8'0"CEILING HEIGHT �� - —(2)2X10LU Oil ------------------------------------------------------Jd. p- 12 LU O X1, 1/4 0 I I 1-3/4X14 ML RIDGE 1-3/4X14 ML RIDGE SOLID-CORE 12 DOOR � C1' I w/ = WEATHERSTRIP ING , , 00 10 T.`N1-3/4X14 ML RIDGE AND DOO EEP I N o0 z6" (2)2X10 DR. ' (2 2X10 I� �n UNFINISHED ATIC I o' - — - — - o N --------------------o ----- ----------- 8'-0"CEILING HEIGHT---------- ---------- - ' 57< NI �>' IN T JPA+9 ' O N 53'-11 /2" 1-3 4X11-7/8 ML RIDGE 6'-2" ' 11'-3" 13'-7" �' = Cie 1 1 V I 1 �R.f- -�� 1 1 1 rt� M O 71 N I r I 'FF,LL/II 1 LL I ��11 ------------- 1 1 1 1 W CO 5'-3 1/2"PLATE HEIGH ; ; 5'-3 1/2"PLATE HEIGHT X I \�+� ; ; 'Ll�G N � ' i I oar 00 V i m' 11, i Q i !�`Y ' X16"OC ' 1 O O W 12 zc J 2 LU 1 1 1 J 1 ^ Q U g12 co W 1 1 5'-3 1/2"PLATE HEIGHT 5'-3 1/2"PLATE HEIGHT = m = rl.nf..l HD x 9g/aVill Ln = 12 V CL LU1 V 'L 7-"' 10LUmw 1 1 Hg N ' z 'B.rJ ~ ~ In 1 I ' 1 in (WALLBELOW) a ' ; c o (2) 6 HDR. o LO 2XIO Re 1 t I \ 1 I OC 114!00 60 ' (2)2X H . ' m m 2-TW2636(3in Mull) CD ' '!' 2 2X6'HDR. 2 2)C6 HDR. "' 2X6 PLATE TW 636 C14 C14 TW2636 TW2636 0 r N N 1 0 m m „ r " r " r " " 3 r " Cn n V je °` 2.- 12 -43/4 12'-43/4" 16 — 3/4 8 -0 17 -8 3'-6 —61/2 0 ,� �;� � 24 -91/2" 12'-1" 41'-93/4 7'-01/2" 4'-93/4" 7'-101/2" x �° m 98'-5" � oo E � ° 4', � g, U � U ON 1).INSTALL 2X6 DF#2 COLLAR TIES AT 16"O.C.. 6).ICE&WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS00 S WITH ROOF AND SIDE WALLS(TYPICAL). N W ) ROOFPLAN 2).ALL PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA.GALVINIZEDE PR03ECT N0RTHLAG SCREWS WITH WASHERS AT EACH RAFTER. 7).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING P-4 i i 1 MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. N /�n = 3).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE SCALE. 1 WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS \ 4).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND COMPLETE. DIRECTLY TO THE DECK ALONG EAVES. 8).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. imm, 1wn 5).USE 15#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT H 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. l USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT j U CUTTING INTO SHINGLE SURFACE. O in RR ATTIC N ROOF AREA: X6 PLAT 3399.5 SQ. FT. r� 1 AT 100%WATER RUNOFF: FJ 2X6 OGEE GUTTER 568 CU. FT. r� � V 2Xa•(Q16"0C (TYPICAL) PROVIDE: OGEE GUTTER-STANDARD 5" (2)V DIA.X 8'DEEP DRYWELLS / NOTES: SO IT 1X8 AZEK VENT 1X6 TG VJ 1).EXECUTION: -1/2"SOLID E&CB AZEK TOTAL DRYWELL CAPACITY: A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. CROWN 676 CU. FT. AZEK 2).PREPARATION: A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. 1 G LL B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. 1ST. FLOOR V Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR r a:rk•JS F U-4. t METALS WITH PROTECTIVE BACKING PAINT. W, 4 sq 3.INSTALLATION: , A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. DRAWN: MH/MS DRY WELLS TO BE 10' MIN. a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ' �. ' u' F�v� AWAY FROM HOUSE ACCESSORIES. F4. t• ;,�: y B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT Y:•i;,y a F. # � ': SCALE: 114"=1'-0" CONNECTORS. 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL ^v; "Y; JOB#: 1 ��O C CONNECTION WATERTIGHT. April 18,2014 SOFFIT DETAIL ° 4).PROTECTION: �<, ky ` SHEET NUMBER: SCALE: 3/4" — 1 0011 A).PROTECT INSTALLED OR DUCTSREPLACE DATIL MAGED PRODUCTS BEFORE B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION. +�✓ ,ap,: 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-s MANUFACTILIRER'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: 1-3/4X14 O Z - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - ML RIDGE 1-3/4X14 1-3/4X11-7/8 ML RIDGE +/0 ML ML RIDGE 1/4"PITCH (2)2X10 DF#2 �/p 2X10 RR R� 2X10 RR @16"OC 1-3/4X14 ML RIDGE ta 16"OC 2X6 DF#2 @16"OC 1 2X10 RR 2X6 @16"OC 1 @ 16"OC ' 1 I � ,f` 11 11 II II 11 , 1 z 1 0 1 ♦11 11 I I 11 11 I LA " '' " " '� 2X12 VALLEY PLATE 1,,�` O , ' ',' - O , !� � I , , . .. r 1 0 meg+ 11`� I' '1 II /' �' 0) O 1 1 4 O 9J21 ' 1! '� � 12 � Cp � 9-1/2 ML RIDGE 00 I . 1 12 G ; ^ 1 '�j 2X8 RR 10 X1.0 00 00 9l� �; 10 Lo @1 "OC I O Q� STEPS TO 1 +Lj 2X6 PLATE F•--i L11G MAIN AMCI iI 3/4"SUBFLOOR - - - - - - - - U 1 CN , N 11-7/8 TJ1360 WOOD-1 F1 @16"OC ' 2X6 PLATE ' - - - - - - - - ~ � ' 3/4"SUBFLOOR U PROVIDE SOLID ® 11-7/8"TJ1360 FJ @16"OC `-, 11-7/8"TJ1360 FJ @16"OC BLOCKING ' BETWEEN JOISTS U E3 E3 1313 1313 13 El El 13 ' 1 ' (4)1-3/4X11-7/8 ML _ (0W4 W I (3)3/4"STEEL PLATE I r I \ Q i 5/8"TYPE-X FLUSH BEAM `-` i FIRE RATED SHEETROCK ON WALLS AND CEILING I 2X6 ACQ SILL PLATE � _________ TERMITE SHIELD •' _— _- — _- _— a• 3 4"SUBFLOOR SILL SEAL ---------- (4)1-3/4X1'1J-7/I 8 11-7/8 TJ1360 WOOD-I FJ @16"OC ' ' �• •� _ O U U COMPACTED 4"CONC_SLAB REINFORCED P. ; ;' ML GIRDER 2X6 ACQ SILL PLATE ;° SOIL •' . e ♦. . e ♦. . s e. • •. . • e. • ♦ •• •� c " TERMITE SHIELD c " O P„ SILL SEAL �' a 8"PC WALL I , , I 5X5X1/2 STEEL ° COLUMN 8"PC WALL e: — - - — 16"X8"CONC.FTG. ° DAMPPROOF EXT. 41 IC-C (2)#5 REBARSECT ON D.. WALL HEIGHT TO 4"CONC.SLAB MATCH EXISTING 11 1 •• ♦• • •. •• • a. a • •. SCALE: 1/4 = 1 d o ° 48X48Xi2 CONC.FTG. e:. 'o•'', (3)#5 REBAR em. 'Y•°♦� �^ "� 16"X8"CONC.FTG. (2)#5 REBAR SECTION A-A SCALE: 1/4" = 1'-0" 0 w 24W y l � qU 11 tl,4 y\ .10 STAINLI�S STEEL I ( 1 1 1 I I 1 1 I ( ( II �I ( - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - E — N GALVANIZED 1 ( I I I �\ ,I I WAW91�E0.5 @012,OC I i 11 I I ( I • 12'O.0 12'OC 12' ML/RIDGE SH APA PLYWOOD SHEATHING / 1 1/2'APA RATED SHEATHING 1 r S (�TERNATIVIVE:7/16'OS.B.) I I1 I I I E PLYWOOD of ' 12 I I i I I If2'APA RATED SHEATHING 11 i / lO J I ® I1 ((AAL�RNATIVIVE:7/16'O.S.B.) 2X6 DF#2 16"OC _-- — - - — o Ir .IO BTAINLESS STEEL II ( t j ( 4 2%4TUDS OR-- 1 ` OF#2 I ` i-1 W� ��° ma) ° wlNaowslu 1-3/4X11-7/8 ML RIDGE t\ s~ +� r i \1 TYPICAL WINDOW OPENING ,� 1 i I (LESS THAN 4'-0X8'-0"OPENING) ( y I ' I I #10 STAINLESS STEEL X10 R +r � M O rr�yy I I I I I I I I I 1 OR LIED _.__!... ._ ' 6 I I ( ( I I � O.0 12 16"0 - T \ X C TYPICAL DOOR OPENING 8 OC "+ C O U) MULTIPLE PLYWOOD ASSEMBLIES ` (LESS THAN 4'-0X8'-0'OPENING) 2-2X4DFk25NO50DNNECED 2��Go11D 00 lu O + TOGETHER WITH STAINLESS STEEL OR GALVINIZED BOLTS W/WASHERS ( 2X12 AND NUTS @ 2'-0'O.0 ` I.:.{ p 1X6 T&G VJ VALLEY 1 d+ � TYPICAL MULTIPLE OPENINGS CL.CDR.CLG. PLATE m Q" (MORE THAN 4'-0X8'-O"OPENING) O OVER 1/2"SHTG. DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 1 3/4"SUBFLOOR — - - — rn u m WIND-BORNE AS PER TABLE 1609.1.4,N.Y.S. RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) N 11-7/8"TJ1360 WOOD-1 FJ @16"OC 11-7/8"TJ1360 WOOD-1 FJ @16"OC 00 2 1-3/4X20o W 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 SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO ML HEADER COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. __. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. Ll 1313 a ® w j' (D 5 � un 0 N 3 3 I i 13/4'SUBFLOOR 11/2 11/4 11/4 11/4 11/2 11/4 11/4 11/2 11/4 11-7/8"TJ1360 WOOD-1 FJ @16-OC 11-7/8"T11360 WOOD-1 F1 @16"OC d' W.0 LAV. SINK W.C. LAV. W.C. LAV. W.M. D.W. 13" 11 (4)1-3/4X11-7/8 ML GIRDER F.A.I. 2X6 ACQ SILL PLATE TERMITE SHIELD �. B H SHO ER ' SILL SEAL a •, 3 2 z 3 2 3 ()11/4 5X5X1/4 STEEL , 11/4 I C.O. C.O.I 11/4 ' " C.O. C.O. 3 t 1/2 3 3 3 1 COLUMN a; 8"PC:WALL O ' DAMPPROOF EXT. 1 '° WALL H�IGHT TO 00 c` MATCH EXISTING =P`ITCH •~ I SLOPE"1/4"PERO DRAIN — c„ TOAPROVED ,1 4"CONC.SLAB >• 1 4"G.I. SEPTIC SYSTEM • •. e e •. �• ------'-+ s• TRAP HOUSE ° °•-' y. so ••�,d - . foe•�.d . ' ^. f f 48X48XI2 CONC.FTG -A v.f SCHEMATIC Y (3)#5 REBAR em. °•- PLUMBING 16"X8"CONC. FTG. �?,s �''6,��'''�•-,�.� ^� ' (2)#5 REBAR , ,:. ' " ;R#, " DRAWN: MH/MS f: SCALE: 1/4"=1'-0" N.T.S. SECTION B-B 1,4 JOB#: April 18,2014 SCALE: 1/4" = 1' ``L°�'i` SHEET NUMBER: A-6 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 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: 4-1/2"CROWN PRIMED TRIM 12" INTERIOR TRIM NOTES : 3/4"THICK BIRCH SHELVING 1/4"X3/4"BEADED 1-1/8'PRIMED 3/4"PRIMED f - 1). TRIM AND MOLDINGS: INSTALL IN SINGLE, UNJOINTED LENGTHS AT OPENINGS AND SHELF EDGING STO°` covE FOR RUNS LESS THAN THE MAXIMUM LUMBER LENGTH AVAILABLE. FOR LONG RUNS, r► USE ONLY 1 PIECE LESS THAN THE MAXIMUM LENGTH AVAILABLE IN ANY STRAIGHT 31/2" RUN. STAGGER JOINTS IN ADJACENT MEMBERS. COPE MOLDING AT RETURNS. MITER 1X3 BIRCH CLEAT BEADED TRIM ALL CORNERS. 82"TO TOP OF (SIDES&BACK) FINISHED FLOOR 2). ATTACH THE WORK SECURELY IN PLACE. ® a). NAILING: BLIND NAIL WHERE POSSIBLE. USE FINISH NAILS WHERE EXPOSED. SET 3-1/2" w 1.1BEADED 8"48 CK BAND NAIL HEADS FOR FILLING, EXCEPT FOR EXTERIOR WOOD SCHEDULED TO RECEIVE NATURAL FINISH (IF ANY). 3/4"THICK BIRCH (i1-5/8" b). ANCHORING: SECURE THE WORK TO ANCHORS OR TO BLOCKING WHICH IS BUILT- SHELVING ': 1-1/8"PRIMED PRIMED ® Ll BACKBAND INTO OR DIRECTLY ATTACHED TO SUBSTRATES. Q OVE 1 1/4X3/4"BEADED 3). CASEWORK: INSTALL WORK IN A MANNER CONSISTENT WITH THE AWI QUALITY SHELF EDGING F� GRADE SPECIFIED. FIR DIA. FPOLE a). SECURE CASEWORK TO GROUNDS, STRIPPING, OR BLOCKING WITH COUNTERSUNK 1 CONCEALED FASTENERS AND BLIND NAIL AS REQUIRED TO PROVIDE A RIGID 1X3 BIRCH CLEAT • - WAIN SCOAT CAP INSTALLATION. SCRIBE AND CUT FOR ACCURATE FIT TO OTHER FINISH WORK. 66"TO TOP OF (SIDES&BACK) a I5ne"X2-1/4" b). ADJUST AND LUBRICATE CASEWORK HARDWARE FOR PROPER INSTALLATION. FINISHED FLOOR INTERIOR DOOR w TRUSTILE TS2060 Q 4). PLASTIC LAMINATED FINISH WORK (WHERE APPLICABLE): OR EQUAL 6'-8" TALL 1-1/2"BEADED a). COORDINATE AND VERIFY SIZES AND LOCATIONS OF OPENINGS FOR FIXTURES CASING WITH ACTUAL FIXTURE SIZES. FORM INSIDE CORNERS TO A RADIUS OF NOT LESS O THAN 1/8". ROUT CUTOUTS AND FILE CUT EDGES TO SMOOTH SURFACE FREE OF TYPICAL CLOSET SHELVING CRACKS. Z WAINSCOTTING DETAIL No. 1 PAINTING NOTES : EXECUTION: APPLICATION CONTINUED:K i m fills Scedil A).EXAMINE SUBSTRATE,AREAS AND CONDITIONS,WITH APPLICATOR PRESENT,FOR G).SAND LIGHTLY BETWEEN EACH SUCCEEDING ENAMEL OR VARNISH COAT. COMPLIANCE WITH REQUIREMENTS FOR PAINT APPLICATION.COMPLY WITH PROCEDURES SPECIFIED IN PDCA P4. H).SCHEDULING PAINTING:APPLY FIRST COAT TO SURFACES THAT HAVE BEEN CLEANED, 1).PROCEED WITH PAINT APPLICATION ONLY AFTER UNSATISFACTORY CONDITIONS PRETREATED OR OTHERWISE PREPARED FOR PAINTING AS SOON AS PRACTICABLE AFTER Q� HAVE BEEN CORRECTED AND SURFACES RECEIVING PAINT ARE THOROUGHLY DRY. PREPARATION AND BEFORE SUBSEQUENT SURFACE DETERIORATION. C� 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 ►� SURFACES AND CONDITIONS WITHIN A PARTICULAR AREA. PAINTED. !�, 2).IF UNDERCOATS,STAINS OR OTHER CONDITIONS SHOW THROUGH FINAL COAT OF 6).COORDINATION OF WORK: PAINT,APPLY ADDITIONAL COATS UNTIL PAINT FILM IS OF UNIFORM FINISH,COLOR Room: Floor: Treatment: walls: Treatment e or: Treatment: ,� eIr ar .�: 1).REVIEW OTHER SECTIONS IN WHICH PRIMERS ARE PROVIDED TO ENSURE AND APPEARANCE.2_0 � w COMPATIBILITY OF THE TOTAL SYSTEM FOR VARIOUS SUBSTRATES.ON REQUEST, A rD 3 Pr f 's 7-11414 eck Base 3-1=`2" Bee dad Cs FURNISH INFORMATION ON CHARACTERISTICS OF FINISH MATERIALS TO ENSURE 1).APPLICATION PROCEDURES:APPLY PAINTS AND COATINGS BY BRUSH,ROLLER,SPRAY � c) 0 1 Gak wl S4"c("e �'17s13I�' 1-1,1 �` Back � is�,psu>m- 4-V2"����$a USE OF COMPATIBLE PRIMERS. OR OTHER APPLICATORS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. Q � Ox 3, �/Y' 7-1/41' Bz: a 3-1=�"t Be2ded C5 w! Q.NOTIFY ARCHITECT ABOUT ANTICIPATED PROBLEMS WHEN USING THE MATERIALS J).MINIMUM COATING THICKNESS:APPLY PAINT MATERIALS NO THINNER THAN Q Closes � ,P 4-1,Y`2 "Cr '�, SPECIFIED OVER SUBSTRATES PRIMED BY OTHERS. MANUFACTURER'S RECOMMENDED SPREADING RATE.PROVIDE TOTAL DRY FILM " R V!4"c-n-e 1-1187 &qa b APPLICATION: THICKNESS OF THE ENTIRE SYSTEM AS RECOMMENDED BY MANUFACTURE. Living � h 3 7-lf4 Neck Base 3-112"Beaded ICSH w" Crmm ps=, 4-VT A).COMPLY WITH PRODUCERS SPECIFIED IN PDCA P4 FOR INSPECTION AND ACCEPTANCE K).MECHANICAL AND ELECTRICAL WORK:PAINTING OF MECHANICAL AND ELECTRICAL Red 0ak wj s'i`p cave 1,- IS7 Bea bmd OF SURFACES TO BE PAINTED. WORK IS LIMITED TO ITEMS EXPOSED IN EQUIPMENT ROOMS AND OCCUPIED SPACES. Attic MF ke�a• - - 7-1/4 N B..� 3-1�2`� Be Csg,a4i .I,® B).COORDINATION OF WORK: REVIEW OTHER SECTION IN WHICH PRIMERS ARE PROVIDED Q. BLOCK FILLERS:APPLY BLOCK FILLERS TO CONCRETE MASONRY BLOCK AT A RATE StairsPled 0A z; "t 1'' Bim, band p� 4-112 ���'� TO ENSURE COMPATIBILITY OF THE TOTAL SYSTEM FOP,VARIOUS SUBSTRATES,ON TO ENSURE COMPLETE COVERAGE WITH PORES FILLED. REQUEST,1-1, REQUEST,FURNISH INFORMATION ON CHARACTERISTICS OF FINISH MATERIALS TO B,awment, ENSURE USE OF COMPATIBLE PRIMERS. M).PRIME COATS:BEFORE APPLYING FINISH COATS,APPLY A PRIME COAT, Pine Treed fFllers - &yp C, Gyps= - AS RECOMMENDED BY MANUFACTURER,TO MATERIAL THAT IS REQUIRED TO BE stain Q.REMOVE HARDWARE AND HARDWARE ACCESSORIES,PLATES,MACHINED SURFACES, PAINTED OR FINISHED AND THAT HAS NOT BEEN PRIME COATED BY OTHERS. 7-1,1'4 NEck B2se 3-V2"Be-nded Csg-wf LIGHTING FIXTURES AND SIMILAR ITEMS ALREADY INSTALLED THAT ARE NOT PAINTED. RECOAT PRIMED AND SEALED SURFACES WHERE EVIDENCE OF SUCTION SPOTS OR Mad Roomrjyps=l4-V2"' Comm IF REMOVAL IS IMPRACTICAL OR IMPOSSIBLE BECAUSE OF SIZE OR WEIGHT OF UNSEALED AREAS IN FIRST COAT APPEARS,TO ENSURE A FINISH COAT WITH NO T�7;3'1,14`�cave 1-l; ' Baa ' � THE ITEM,PROVIDE SURFACE-APPLIED PROTECTION BEFORE SURFACE PREPARATION BURN-THROUGH OR OTHER DEFECTS DUE TO INSUFFICIENT SEALING. AND PAINTING. o 7-1/4 Nea B 3-1r'"Beaded C s&w 1).AFTER COMPLETING PAINTING OPERATIONS IN EACH SPACE OR AREA,REINSTALL N).PIGMENTED(OPAQUE) FINISHES:COMPLETELY COVER SURFACES AS NECESSARY TO r`-l-+ Close, e 1 *_ ��� ��. 4- j.�- Cro-,m ITEMS REMOVED USING WORKERS SKILLED IN THE TRADES INVOLVED. PROVIDE A SMOOTH,OPAQUE SURFACE OF UNIFORM FINISH,COLOR,APPEARANCE N v W : ccTe 1-1,10 , B� m 4 o AND COVERAGE.CLOUDINESS,SPOTTING,HOLIDAYS,LAPS,BRUSH MARKS,RUNS, m v v 7-114 Neck Base 3-112'` Beaded,Csg W 4071 Beaded W otic- D).SURFACE PREPARATION:CLEAN AND PREPARE SURFACES TO BE PAINTED ACCORDING SAGS,ROPINESS OR OTHER SURFACE IMPERFECTIONS WILL NOT BE ACCEPTABLE. � p - e';1 HAN', �, .. 'QST=. 4-1 f . O vaz�l rf TO MANUFACTURER'S WRITTEN INSTRUCTIONS FOR EACH PARTICULAR SUBSTRATE m M wl • ` cIGTf,'I(� 1-1, " B t1 _ CONDITION AND AS SPECIFIED. O).TRANSPARENT(CLEAR) FINISHES:USE MULTIPLE COATS TO PRODUCE A GLASS- PQ r 1).PROVIDE BARRIER COATS OVER INCOMPATIBLE PRIMERS OR REMOVE AND REPRIME. SMOOTH SURFACE FILM OF EVEN LUSTER.PROVIDE A FINISH FREE OF LAPS,RUNS, 4 �+ iztm&y7-1,�41`4� Bye J 3-1f2" Beaded CSS w1l x o V " r �S`� 4-112 C� 1'�FLI 2).CEMENTITIOUS MATERIALS:REMOVE EFFLORESCENT,CHALK,DIRT,GREASE,OILS AND CLOUDINESS,COLOR IRREGULARITY,BRUSH MARKS,ORANGE PEEL,NAIL HOLES OR �" w Room - '1�,;=,t/4''"`ccn-e �-11,9"B d, RELEASE AGENTS.ROUGHEN AS REQUIRED RO REMOVE GLAZE.IF HARDENERS OR OTHER SURFACE IMPERFECTIONS. T z � SEALERS HAVE BEEN USED TO IMPROVE CURING,USE MECHANICAL METHODS OF P).STIPPLE ENAMEL FINISH: ROLL AND REDISTRIBUTE PAINT TO AN EVEN AND FINE 0 00 ,.. 3 is+I• 3-1,416411 B°; 3-1,f2` Beaded R 4� SURFACE PREPARATION. TEXTURE.LEAVE NO EVIDENCE OF ROLLING SUCH AS LAPS,IRREGULARITY IN P4 Fdt�� Red r1 A �� 1 GYPSUM 4-1J m 3) WOOD:SCRAPECLEAN SURFACESRAL OS AND SANDPAPER,,OOILDT ER FOREIGN D.SAND SUBSTANCES SSURFACEDITH TEXTURES,SKID MARKS,OR OTHER SURFACE IMPERFECTIONS. V " OI �� -, ` cave 1-1=' B BedzNo. 3 1,12 e is�l*d 7-1/4 Neck Baa-1e 3-1r2" Bended,Cs&w � EXPOSED TO VIEW SMOOTH AND DUST OFF. LnU Gyps= � -1.,2' '� a).SCRAPE AND CLAD SMALL DRY,SEASONED KNOTS,AND APPLY A THIN COAT CLEANING AND PROTECTING: Red $ l V N"cave 1-1, OF WHITE SHELLAC OR OTHER RECOMMENDED KNOT SEALER BEFORE APPLYING `t t-^ ' PRIMER.AFTER PRIMING,FILL HOLES AND IMPERFECTIONS IN FINISH SURFACES A).AT THE END OF EACH WORKDAY,REMOVE EMPTY CANS,RAGS,RUBBISH AND OTHER N v v 3 'a" �$ -1411 B -1 '= Beaded ' �� , DISCARDED PAINT MATERIALS FROM PROJECT SITE. O W *y 4-1,2 IC'll' ,'II WITH PUTTY OR PLASTIC WOOD FILLER.SAND SMOOTH WHEN DRIED. 4 Red Oak W;1/41"M-e 1-1JS7 Bart bwd b).PRIME,STAIN,OR SEAL WOOD TO BE PAINTED IMMEDIATELY ON DELIVERY. P- PRIME EDGES ENDS,FACES,UNDERSIDES,AND BACK SIDES OF WOOD,INCLUDING B).PROTECT WORK OF TRADES,WHETHER BEING PAINTED OR NOT,AGAINST DAMAGE B No. 3 ��T` fize7-1,14 Neck Base 3-1,x2" Bea lded Cs -Wr � CABINETS,COUNTERS,CASES AND PANELING. FROM PAINTING.CORRECT DAMAGE BY CLEANING,REPAIRING OR REPLACING AND 2 Bed Ok fir;!4"ccn"e GYPSim 1-1J87 B� d G37s �--1 a" Crown c).IF TRANSPARENT FINISH IS REQUIRED,BACKPRIME WITH SPAR VARNISH. REPAINTING AS APPROVED BY ARCHITECT AND OWNER. d).BACKPRIME PANELING ON INTERIOR PARTITIONS WHERE MASONRY,PLASTER, 3 IT, 1 ,Lie 7-1/4 Neck Base 3-1P2" Beaded CSg.wfOR OTHER WET WALL CONSTRUCTION OCCURS ON THE BACK SIDE. C).PROVIDE"WET PAINT"SIGNS TO PROTECT NEWLY PAINTED FINISHES.AFTER En � ICIosst, , R:�+4.� Gyps= M 4- RS Cr�xwm e).SEAL TOPS,BOTTOMS AND CUTOUTS OF UNPRIMED WOOD DOORS WITH A HEAVY COMPLETING PAINTING OPERATIONS,REMOVE TEMPORARY PROTECTIVE WRAPPINGS W 1' T63'e " ccn-e 1-VS7 Back band COAT OF VARNISH OR SEALER IMMEDIATELY ON DELIVERY. PROVIDED BY OTHERS TO PROTECT THEIR WORK. E-, 1).AFTER WORK OF OTHER TRADES IS COMPLETE,TOUCH UP AND RESTORE Q' B)�,� No. 3 Minz -•� 7-1/4 Neck B 3-lr"�" Beadelcl,Cs g-wf " 4).FERROUS MEI-ALS:CLEAN UNGALVANIZED FERROUS METAL SURFACES THAT HAVE NOT g G37 2•'"4-L 'CrowfI BEEN SHOP COATED;REMOVE GREASE,DIRT,LOOSE MILL SCALE,AND OTHER FOREIGN DAMAGED OR DEFACED PAINTED SURFACES.COMPLY WITH PROCEDURES U 3 Red 0A 1PO ",�4"m-e 1-1,1''" Back bmid SUBSTANCES.USE SOLVENT OR MECHANICAL CLEANING METHODS THAT COMPLY WITH SPECIFIED IN PDCA Pl. O SSPC'S(THE SOCIETY FOR PROTECTIVE COATINGS) RECOMMENDATION. un lul ih 3 i/+' Pref -cle 7-114 Neck Base Bezded,C5g-wf � -, a).TOUCH UP BARE AREAS AND SHOP-APPLIED PRIME COATS THAT HAVE BEEN INTERIOR PAINT SCHEDULE: �n B ed Oak Cdr :s G)F=�ccne 1-1 = B� Ge � Cr '� DAMAGED.WIRE-BRUSH,CLEAN WITH SOLVENTS RECOMMENDED BY PAINTCloset d MANUFACTURER,AND TOUCH UP WITH SAME PRIMER AS THE SHOP COAT. A).GYPSUM BOARD(WALLS): I� 3 9i s ks, 7-1!4 Neck Base MPT" Beaded C5g-wl! 5).GALVANIZED SURFACES:CLEAN GALVANIZED SURFACES WITH NONPETROLEUM-BASED 1).ACRYLIC FINISH COATS OVER A PRIMER. EEO, N H r. - Gi`1P 4-1.12 Crown SOLVENTS SO SURFACE 15 FREE OF OIL AND SURFACE CONTAMINATES.REMOVE a).PRIMER: INTERIOR GYPSUM BOARD PRIMER. E� R 1"3 O2k ' c�,'1Ee 1-1/ Bad PRETREATMENT FROM GALVANIZED SHEET METAL FABRICATED FROM COIL STOCK BY b).FINISH COATS:INTERIOR LOW-LUSTER ACRYLIC ENAMEL.Closets � 3 W: fini-Aied 7_1r°=4 NTS. Base 3-1 r4" Beaded,SCS ,$ f MECHANICAL METHODS. �- 4-1)2" B).GYPSUM BOARD(CEILING): Red CIA "' 1` "" YPS= ��' E 1).ACRYLIC FINISH:TWO FINISH COATS OVER A PRIMER. F1T,��+1�' 1v�'q,?'� 1-1, °` B �, ).MATERIAL PREPARATION: -1s�41pT B 3—la°� 3 i', 1).MAINTAIN CONTAINERS USED IN MIXING AND APPLYING PAINT IN A CLEAN CONDITION, a).PRIMER:INTERIOR ALKYD WOOD PRIMER FOR ACRYLIC-ENAMEL AND SEMI- V B�No. d e TM ilei C5g- 1Gypsum 4- 2�IC'r�b'r�,�'T 40� L Beaded W� _ otin,- FREE OF FOREIGN MATERIALS AND RESIDUE. GLOSS ALKYD-ENAMEL FINISHES. W.1's/4"ccn� 1-1,x " Ba; d, -%,,f cappizg 2).STIR MATERIAL BEFORE APPLICATION TO PRODUCE A MIXTURE OF UNIFORM DENSITY. b).FINISH COATS:INTERIOR SEMIGLOSS ALKYD ENAMEL. x STIR AS REQUIRED DURING APPLICATION.DO NOT STIR SURFACE FILM INTO MATERIAL. 7-1414eck B2,se 3-1,Q",Be dei ICs&WE, 40,"ll Bead1 d W, ' �w IF NECESSARY,REMOVE SURFACE FILM AND STRAIN MATERIAL BEFORE USING. C).FERROUS METAL: B� o- 2 _ r �r-s 1 �'um �� 4--1,27 tro � 1).ALKYD-ENAMEL FINISH:TWO FINISH COATS OVER A PRIMER. W1 r -s . ccnT' 1-118"" Bacw` d capping, F).EXPOSED SURFACES:INCLUDE AREAS VISIBLE WHEN PERMANENT OR BUILT-IN FIXTURES, a). PRIMER: INTERIOR ALKYD FERROUS-METAL PRIMER. sG 5.11"T 3-1r'" Beaded CSS' wi 'S'®I3°1TL-X Wit. GRILLES,CONVECTOR COVERS,COVERS FOR FINNED-TUBE RADIATION,AND SIMILAR b).FINISH COATS:INTERIOR SEMIGLOSS ALKYD ENAMEL. Gsnge COMPONENTS ARE IN PLACE.EXTEND COATINGS IN THESE AREAS,AS REQUIRED,TO lmCp- FBS cqpsum, 1-DY Back band Gyps= MAINTAIN SYSTEM INTEGRITY AND PROVIDE DESIRED PROTECTION. D).ZINC-COATED METAL: 1' � 3 7S�I - - - 1 B - 1).PAINT SURFACES BEHIND MOVABLE EQUIPMENT AND FURNITURE THE SAME AS SIMILAR 1).ALKYD-ENAMEL FINISH:TWO COATS OVER A PRIMER. EXPOSED SURFACES.BEFORE FINAL INSTALLATION OF EQUIPMENT,PAINT SURFACES a).PRIMER:INTERIOR ZINC-COATED METAL PRIMER. 1� CedarBEHIND PERMANENTLY FIXED EQUIPMENT OR FURNITURE WITH PRIME COAT ONLY. b).FINISH COATS:INTERIOR SEMIGLOSS ALKYD ENAMEL. Scr` 14x � ch l c,. C 1x4 Cl_ C1X.j TI C° 2).PAINT INTERIOR SURFACES OF DUCTS WITH A FLAT,NONSPECULAR BLACK PAINT Pa- O WHERE VISIBLE THROUGH REGISTERS OR GRILLES. INTERIOR STAIN AND NATURAL-FINISH WOO DWORK:'SCH.EDU LE: 3).PAINT BACK SIDES OF ACCESS PANELS AND REMOVABLE OR HINGED COVERS TO MATCH 6 5eLpiw Treed , - _ _ EXPOSED SURFACES. A).STAIN-VARNISH FINISH: (USE THIS SYSTEM ONLY FOR NATURAL WO H a'f1`e ``, DRAWN: MH/MS 1 - - 'r 4).FINISH EXTERIOR DOORS ON TOP,BOTTOM AND SIDE EDGES THE SAME AS THE �� ' NOT FACTORY FINISHED.)TWO FINISH COATS OF VARNISH OVER 'OAT `�nt SCALE: 1/4"=1'-0" EXTERIOR FACES. 4.. AND INTERIOR WOOD STAIN.WIPE WOOD FILLER BEFORE APPLY G'S'A . JOB#: 5).FINISH INTERIOR OF WALL AND BASE CABINETS AND SIMILAR FIELD-FINISHED 1).FILLER COAT:OPEN-GRAIN WOOD FILLER. ' CASEWORK TO MATCH EXTERIOR. 2).STAIN COAT:INTERIOR WOOD STAIN. Y s v f ;" R 7 $ April 18,2014 3 .SEALER COAT:CLEAR SANDING SEALER. . V. SHEET NUMBER- k< : 4).FINISH COATS:INTERIOR ALKYD-OR POLYURETHANE-BASED A SA ',�_:;�,�r.-• • � VARNISH. a' ..�.. t� ,fir ae',-. PAINTER TO IPRIME 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 w 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 PRIORTO 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: NYS EimutGY COMPLIANCE NOTES FOUNDATION: CRAWL SPACE: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION, IF APPLICABLE, MUST BE WINDOWS AND DOORS: INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, /: REScheckSoft - , " as on ° ` R WINDOW AND DOOR WITH WOOD TRIM: ACCORDING TO THE COMPLIANCE ANALYSIS. 1 1). INSULATE HEADER UNCONDITIONED BASEMENTS: 0011liq IN .-InF 2). SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE. 1). INSULATE THE FLOOR ABOVE THE BASEMENT. REFER TO PLANS FOR REQUIRED R-VALUE. 1 M p r an %MO %md G U ' u 3). SEAL BETWEEN WINDOW/DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS 2). INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOOR.; BEAD OF LOW-EXPANSION FOAM, OR FOAM BACKER ROD AND CAULK. FIBERGLASS 3). INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. ALONE IS NOT ADEQUATE. 4). SEAL DUCTS IN BASEMENT. 5). SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, "gin WINDOW AND DOOR WITH DRYWALL RETURN: SUCH AS WIRING AND PLUMBING PENETRATIONS, AND WEATHER STRIPPING ON THE 1). CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING. BASEMENT DOOR. 2). DO NOT USE HIGH-EXPANSION FOAM. IT MAY CAUSE BOWING OW OPENING FRAME AND VOID THE WARRANTY. FRAMING: Project PLUMBING AND ELECTRI AL: SEALING BAND JOISTS DURING CONSTRUCTION: 1). CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. Energy Code. EnC � ", io ' SEALING PENETRATIONS: 2). APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBFLOOR OVER. gy 2010 New York ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3). CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE. i..J cad %: :SuffGTk CG"[.inty, New Yorkz BE SEALED. 4). CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. ns �� Single-family `j RECESSED LIGHTS: SEALING BAND JOISTS AFTER FRAMING (ALTERNATE METHOD): Pr +tet Type__- Nerf CGTe&truction RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1). INSERT RIGID FOAM BLOCKS ON INSIDE OF BATTS IN FLOOR JOISTS, ALONG CONTACT ("IC" RATED), AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1.3. EXTERIOR PERIMETER, AND FLUSH WITH SILL PLATE. Cori d it-i Dr,,e:-,dj1` Floor A re a 0 ft2, U INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE 2). CAULK ALL FOUR SIDES OF FOAM BLOCKS AND JOISTS UNDER FLOOR JOISTS. -�l��i SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS. THE AIRTIGHTNESS ng Ama, - STANDARD OF 2.0 CFM, (ASTM E 283). UNITS WITH A LABEL THAT REFERENCES THIS 1ST. FLOOR DECK: Climate Zone: 4Z w ASTM STANDARD, MEC (JR ECCCNYS MAY BE ACCEPTED. THIS REQUIREMENT CAN ALSO 1). FULL INSULATE JOIST CAVITIES. O W BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2). INSULATION TO BE SUPPORTED WITH WIRE RODS. Permit Cta SERVICE WATER HEATING: EXTERIOR OPENING HEADERS: F-ermii Number-- IF um ems`IF VERTICAL PIPE RISERS ,ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER F-+ FIRED HOT WATER TANKS, HEAT TRAPS (IF NOT INTEGRAL TO THE WATER HEATER) MATERIAL IS THINNER THAN WALL CAVITY. MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. C on Am c 'o n Ste- 001,w ri-er1r"k, e t: D e s i r, --:-JC o n `actor: ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT LADDER BLOCKING FOR INTERIOR PARTITION WALLS: FF=M I N Wirt Schwtrtz, Arc+ tech HEAT LOSS. GENERALLY, 1/2" OF INSULATION IS SUFFICIENT FOR PIPES LESS THAN 1" 1). PROVIDE HORIZONTAL BLOCKING AT 48" O.C. AND AS NEEDED FOR NAILERS. IN DIAMETER. CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. 2). FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING. :55 MIDLAND ROAD F-0- Sox 5_33 3). PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM. CUTC1=-013UEN fe l-Itch 0q ue, r '" 11325 TUB/SHOWER UNITS ON EXTERIOR WALLS: 4). TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES. 921-7,�. = PROVIDE ADEQUATE Ala. BARRIER BEFORE INSTALLING THE UNIT. THIS INCLUDES m .��r� ,rt" G"���:�G��`t�'' i �•�`�"� INSULATION AND VAPOR RETARDER AS WELL. CAVITY SEALING ON EXTERIOR WALL: SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. HEATING VENTILATION AND AIR-CONDITIONING (HVAC) 4� EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING: HEAT LOSS CALCULATIONS AND SYSTEM SIZING: u 6i?;ry>;", //rrx�, arraormi//r//rriorr,wr/a//9/a///i'///rmrriasrr�m�r•a'^> ":aw°w mmrmra/�v'^` rm,mr ,•+."xr»�i"r„ rrrnr"r ;,ir v x 7., 1). SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBFLOOR. ; .„YevmrHnii 6 , 7,. HEAT LOSS CALCULATlO.NS MUST BE DONE IN ACCORDANCE TO ECCCNYS 503.3.1. 2). SEAL SOFFIT AND BAND JOIST WELL ENOUGH TO PREVENT WINDWASHING. ,/_ � O Z ,.e,.,,,. ,°.;,.,eGoia,.✓,,,, .,r. ;.' i,i,e, iur'r^ r nu„ ir. .,,,,,,,,,,,,,,,,,ri.rre„ „. .,, .< 'fs, ,., ,,. .,, ,„ , ,,,, ,,, ...e ,r,. .. r ,r„�.. .. „. .. e. .. , 3). SEAL SUBFLOOR JOISTS WITH ADHESIVE. HVAC SYSTEM EFFICIENCIES: -° lI r 8. �r Than C ?� xI� u IJA: LU ,k,4). SEAL INTERSECTION BETWEEN JOISTS ANDWALLWITH SOLID BLOCKING. THE p THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. ,. r 'Wsn CA- t^ " m rte, haw ck t. "6== 6 zc _n� „ - " . njitz. � ECCCNYS 503.2. NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL _,o1 ,,4,�,,prcvido'a-, -•h-n of Ike uzf, cr t� r+ stv Im p s Q U MINIMUM EFFICIENCY STANDARDS. ATTACHED GARAGE: 1). IF LIVING SPACE ABOVE, SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE U HVAC CONTROLS: CEILING WITH ADHESIVE. CONTROLS MUST BE IN ,ACCORDANCE WITH ECCCNYS503.3.2 AND 503.3.5. TEMPERATURE CONTROLS MUST INCLUDE THE CAPACITY TO BESET TO 55 DEGREES OR LOWER 2)•SEAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROM Envelope,� � `� �'"� �� �, ►� PIPE AND DUCTS. (FOR HEATING) AND/OR 85 DEGREES (FOR COOLING). THERMOSTATS USED TO CONTROL 3). SEAL ALL PENETRATIONS THROUGH BLOCKING. .'; f f> F $L' n „ „ e,. ,, .,,.. f✓.l;..^' ••'Y:.;;.,6�< -..,.:e:; d.:; ... ..�i ;:v'..e's MUST HAVE A TEMPERATURE RANGE OF AT .� HEATING AND COOLING SIMULTANEOUSLY 4 PROVIDE BOTH INTER( AND EXTERIOR AIR BARRIER TO THOROUGHLY " " "ssf• r " LEAST 5 DEGREES WITH( WHICH CALLS FORRHEATIN AND COOLING ARE EITHER , .'•�. N -_.IS ISOLATE THE FLOOR SYSTEM AND REDUCEPOTE TIAL PROBLEMS. � �. K. -, " n 4 SUSPENDED OR REDUCED. SIMILARLY, H MIDISTATS MUST HAVE THE CAPACITY TO ° N. L` u SUSPEND OPERATION BETWEEN 30 AND 60% RELATIVE :;'„"::. i =< "'Rii.'F'.:z. i.."...�,s•,. ':::s.. As' PREVENT ENERGY CONSUMPTION DROPPED SOFFIT ON INTERIOR WALL: "^'6' ,w.a.wu_ '.=°Y'^. s.Go<' a m,+ aFF,k o"-. 2>�' ' - °«..."n,.,:o®+"v,«&e 'E.,'...,a£ 2:r¢s'a'�":r'.4'�s�•Kdewm.$F.FREcY.5d3'«da;ez:a'M$.b3::% ,.<.�kc,e..a",a�w,a'.£'a-5�.'s'b<m,'�Wim. v"'E .�""'" a. ....,�,e£.o$'b".s n tam �.nmser C 5'db. w mrsd,� HUMIDITY. HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR a.. USE PLYWOOD, DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING, CAULK AT Floor 1y `'l_ ,��oo � � �'LlJ�'; �.geY �" � TEMPERATURE. TOP PLATES. 'p Or Unca dit-5- a ace 2,02� 30. 0.a� 0.033, 195 ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN o VENTILATION IS NOT REQUIRED. WHEN THE SYSTEM 1S SHUT DOWN, AUTOMATIC OR INTERIOR SOFFIT ON EXTERIOR WALL: ial 1: c". r-M F 119 m D.C. 2.0G 3 5.0 0.M 10 0. G SI m C; >~ o GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. CC" m v u 1). SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER. x '~ U 2). HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE ii dlriv I. ��'�' o Frarne." , w� " �le Fane with Low-r= �1 01.._0 0 1s �° DUCTS AND PIPES: FRAMING INTERIOR SOFFITS OR UTILITY CHASES. O x o DUCT AND PIPE INSULATION IS REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN 3). SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. Window Worid Fr-acne: .m-vble Fane witha-E 2G5 rs .31 21 �" w 2 x UNCONDITIONED SPACIES, AS INDICATED IN ECCCNYS 503.3.3. FLEX DUCT MUST HAVE R-VALUE LABELS ON THE OUTSIDE JACKET (ECCCNYS 102.5.3). KNEE WALL SUPPORTING ROOF -I �-� A � DUCTS AND PIPES IN UNCONDITIONED ATTICS, GARAGES, BASEMENTS AND CRAWLSPACES 1). SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO D:-,or 1: G I1ms 51 N�.3�, 1� o - � \ MUST BE INSULATED. WHENEVER POSSIBLE, MECHANICALS ARE TO BE LOCATED INSIDE PREVENT WIND WASHING. �' F2 � E � � m �n .�r 2. .olid 5 9 1 . •� ' 1 E THE INSULATED ENVELOPE OF THE HOUSE. 2). IF RAFTERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES. IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION. - R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. 3). PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR Ceiling- 1: Ffat ling r r Sch=arTr° � 2 ' �E 210. 0.0 0.03 5 7,21 N 0 w DUCT SEALING: INSUAbVTE. Com- -. Th `roe azo building d .. z rt_ " • . DUCT SEALING 15 REQUIRED ON ALL LOW-PRESSURE DUCTWORK (ECCCNYS 503.3.4). ALL NQia � ��.a�e�aera�.. � e..t�n d��l:�b�d i:� ��I'�ij !'rl�: �` "� '� ;� Mail�irq .F�e�r�, �F��. I�et �n�® e - other PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE FULL LOFT: cm1 1 io s zubmitted `N permit lig pion. The r� ',-�„� building F`ieJ designed to eent the r e ; ' ' SEALED. ALL CONNECTIONS AND SEAMS (EXCEPT LONGITUDINAL JOINTS THAT LOCK) INSULATION SHOULD BE FLUFFED TO ITS FULL THICKNESS, NOT COMPRESSED, AND FF R" � � �� �"� � -'� � F�'� - MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. NOT ROUNDED OR SCALLOPED AT EDGES. -Conser-vation G'. T%."tru kin Code re:rii re1•T ent-m in REScn'._"_ Vemior 4.5 .0 ar,i to comply with the r andabo y require $, entz lizted i w TAPES MEETING UL 181A MAY BE USED FOR RIGID FIBER DUCTS. TAPES MEETING Rl=_Scheck Inspection ion Cbec l iv � UL 181B MAY BE USED FOR FLEX DUCTS. DUCT TAPE IS NOT ALLOWED FOR DUCT FILL THE CAVITY: INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS, PLATES, SHEATHING V SEALING. AND DRYWALL. IN CEILING AND FLOORS, IT SHOULD BE IN CONTACT WITH THE DRYWALL 'm e - ' 1 e Sign mture gtr O OR SUBFLOOR, AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS. � WRITTEN MATERIALS: WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT CUT AROUND OBSTACLES: WITH ALL HVAC AND WATER HEATING EQUIPMENT (ECCCNYS 102.3). A LABEL REFERENCE TO SUCH MATERIAL IS ALSO ACCEPTABLE. INSULATION SHOULD BE SPILT AROUND WIRES AND SMALL PIPES; CUT AROUND N 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 DOCUMENTATION OF R-VALUES: � ) V U)THE FAN ACTUALLY WORKS; USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT FACED OR UNFACED FIBERGLASS BATTS, AND RIGID FOAM INSULATION MUST BE `v x AS POSSIBLE. KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS, ESPECIALLY IF THERE 1S A GAS RANGE. INSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR. ACCESS OPENINGS: VENTILATION: ATTIC HATCHES, SCUTTLES, PULLDOWN STAIRS, etc. MUST BE INSULATED TO THE Pro e T-I e R.e on ate: 10128f1g, MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND SAME R-VALUE AS THE SURROUNDING AREA. 1 THE REQUIREMENTS CONTAINED 1N NYS CODES FOR DETERMINING MECHANICAL Data lena,rnope-_ Ut'I-J .1t e . `ck Page 1 of 1 VENTILATION RATES. ; ,�- CATHEDRAL CEILINGS: KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM 1)• PROVIDE 1" CHANNEL FOR AIR FLOW ABOVE INSULATION, UNDER ROOF SHEATHING. sfa ' �,� C' INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE 2). PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE. DRAWN: MH/MS SCALE: 1/4"=T-0" s 4 JOB#: April 18,2014 SHEET NUMBER: b 1P A8 - 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 r 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: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ° ° RAFTER ENDWALL WALL STUD CRIPPLE STUD ° 0 • BOTTOM PLATE 0 RIDGE HEADER LEDGER BATHTUB DOUBLE JOIST SIDEWALK RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLIC ATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS CONNECT TO 1 SIDE OF ALL CORNERS ON BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH 2 JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ( ) HE FLOORS TO EACH OTHER W THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE / 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING @24'OC �..{ WALL STUD C/] THROUGH-ROOF EXHAUST W VENTS SELECTED AND w , LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL W Q RIM BOARD CHIMNEY RAFTER I AS REQUIRED SILL PLATES) EN,3 ' WALL SHEATHING RAFTERS MAINTAIN O U ` VENTILATION WOOD JOIST ' ' ' ' 111 ' ' '" ' ' SIDEWALL FLASHING M-r-1 FOUNDATION ' ' TOP PLATEBLOC KING µ� FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING BARRIER TO LAP FLASHINGTWEEN WALL F-� Z STAPF'ING TO BE ATTACHED TO WALL STUDS ©48"OC 2x4 SOFFIT JOIST AP`1D ALL WINDOW/DOOR OPENING JACK STUDS kBE WALL MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A ALL FINISH AND FASCIA MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTIH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'0" O.C. '� THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER n••I 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS �' PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. FLASHING TO FORM CHANNEL INSTALL 4'0" O.C. AND SO AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY 4" 6" RAFTER RT10 10-3 4" x 18 a. TYDOWN 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 20go. TYDOWN ANCHOR SOFFITED EAVE DETAIL ON ALL OPENINGS .' ,'� KEEP ROOFING NAILS OUT EACH RAFTER OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE goo FLASHING 4 INCHES RAFTER RIDGE CAP OF SAME BASE FLASHING WRAPS CORNERS, C/1 EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES O THROUGH VENT M� c 7 WOOD JOIST O 00 TOP PLATE 0 x SIDE WALL FLASHING GIRDER/HEADER P1 Q � 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST �•�i U 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 AS TO FORM DRAINAGE CHANNELS AND RAFTERS 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 ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH INSTALL 4'0" O.C. FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. 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 CONFORM TO SLOPE / ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS PLATES TOEAC H STUD DBL. SILL PLATE 0 0 TERMITE SHIELD I SILL GASKET , �— SUBFLOOR N v WOOD JOISTS m rr 1-; o CONC. SLAB ` NEOPRENE x � � � u TYP. CONC. FOUNDATION A GASKET o m C 6 MIL. POLY 2x6 /2x8 CONTINUOUS WOOD PLATE Ca c� o DAMPPROOF EXTERIOR ° V., ` r- u GRANULAR FILL 6MIL POLY ON EXTERIOR 'v \, ' ` � I BOLTED TO STEEL BEAM WITH � �' x o ° V STEEL COLUMN p 1/2 " DIA. BOLTS @ 48" o.c. STAG. �- w °� n • I " ' u top \ 4 4 _ D r ° ROOF JACK `� o v � CONC. SLAB ' 'p e `- u D �\ �� �� STEEL BEAM � � .� u � c• ° Ao �.p v ANCHOR BOLT EMBEDMENT: �� �� >~ .0 ° COMPACT FILL POURED CONCRETE: 7" ` I 4" x 1/4" x 8" STEEL t� x cC u c') m *' p r ^ TOP AND BOTTOM PLATE U rte+ 4 BLOC K WALL: 15" ROOFING LAPS KEYWAY FOOTING D V /` A•^ �. ^ d ^ FLASHING AT WITH 1/2" x 6" ANCHOR BOLT :° a ° CONC. FTG. •p Q•p G D' USE WITH 3x3 SQUARE WASHERS SIDES AND TOP `` 00 N o W ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) �� 1/2" GROUT I~ , 1 0 ^ ^ ` 3" STEEL COLUMN p REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT DRAIN TILE + + SUPPOR71NG MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATION 1 STORY 72" OC ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL uw NEEDED TYPICAL FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24%12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL BOTTOM BEARING 2 STORIES 36" OC WHERE NEEDED FOR STRUCTURAL BRACING. ALL BOTTOM PLATE TO FOUNDATION / SLAB-ON-GRADE 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL u V 0 CONC. SLABSUBFLOOR Q' 6X6 10/10 WWM I I DOOR FRAME COMPACT FILL GARADOOR JOIST ' I FOR BLOC KOUT STEEL BEAM 4" SLAB P.T. PLATE W/ 6X6 WMM \ I I SLOPE 4"DRIVEWAY —® NOTCH JOIST AND ADJUST HEIGHT U AT AIR SPACE I Q <I a ° (n •p ,- < (WITH A NAILING PLATE IF NEEDED) AT END AND �� � 1 � ' '> e ° • i G,yf`p ES OF WOOD a• e n a G ADE „---�►--�--�T-----_ � p e < • e > (PROVIDE B STRAPPINGE APROX. OR HIGHER THAN STEEL BEAM TO ALLOW FOR SHRINKAGE �+ ° d e d ° d �,:'D = BEAMS _ _ _ I— I D ° D v ° D 'a o 's P VIDE TO KEEP JOISTS ALIGNED) I E I-1 I I=1 I EI I • • e . 12" D ,'c nD D sxs W.W.M. ..Q —4 a — a °— 4 r.° ° —'11 ° D' °D p 11=11=1111 II MIN. '^ �'IN 1A-a A _NOTCH BEAM FOR MUDSIILL IF REQUIRED -- MAXIMUM -I� p p 11=1i1i SUBFLOOR ���° ` ° ° NOTCH EQUALS 1/4 DEPTH OF BEAM D e ' D° III—I �— �► n REINFORCING BAR - �I L` Ak REINFORCING BAR ° e -I I ° 4 ,°'D �— 01ST CI DRAIN TILE -► 0 o n SHEET METAL / 30# FELT UNDER BEAM AT POINT 11L ' 4 L�'A �e a �n ° (1 12" STEEL BEAM t..� p• OF CONTACT WITH CONCRETE OR CONC. BLOCK LLIII_iil_Ill-1�a BIZ= Ilm '": 'K • 4 3" PLATE BOLTED TO BEAM;J.4,yJ.4, 1 L► • ;y TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. SHIMS TO LEVEL BEAM " REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT .. w DRAWN: MH/MS SCALE: 1/4"=1'-0" BEAM POCKET JOB#: April 18,2014 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 GENERALCONTRACTOR R'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL RK DIMENSIONSAND CONDITIONS AT B ITE INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT OECURE THE SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURIE WOJO S S O R QU T 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: w stud JOIST DETAILS Plate nail-16d(3-1/2") wall at 16" Plate nail-16d(3-1/2") box at 16"on-center* on-center box at 12"on-center ALLOWABLE HOLES - TJI Joists Floor panel nail-8d INTERMEDIATE BEARING loor panel nail-8d(2-1-2") 2-1/2")common at 6" Load bearing or shear wall NO LOAD BEARING WALL ABOVE common at 6"on-center* above(must stack over wal I No field cut holes 1-1/2"hole may be on-center /n hatched See Table a cut aSee Table A nywhere in below) Web stiffeners meas See Table See Table web out- required each side Load from side hatched zone DO Nor 1"or 1-1/4" 1-1/4"Trus � Blocking Blocking panels Blockingat B3W above cut or notch flange. Trus Joist Joist rim anell may be required with panel rim board* board 2q a h nimum shear below seelsabove detail g.1 r 1 1/ 6 L 1 O z x D 1 O LO 2 x L 6" oe nail-10d(3") oe nail-10d 3 blocks 2 2 Dz F+- ( ") 6" minimum minimum 6" 6" box at 6" 12 box at 6" (applies to all min. holesexcept Do not cut holes larger than on-center on-center Table A - End Support 1-1/1"locant//ever DO NOT Remove tongue and groove * 61 B1 1/16" P � cut holes/n cantilever from floor panel edges Boun cry nailing Mi imam distance from ed a of hole to inside face of nearest end support reinforcement. supported by 1"a-Rim®to Sd(2.1/2") Web stiffeners 2x4 minimum ensure quality nailing. stall proper blocking TJI rim common at 4" to support all panel required each squash DEPTH TJI ROUND HOLE SIZE SQ ARE OR RECTANGULAR HOLE SIZE Conventional construction code minimum for on-center* PP joist edges side at BiW and blocks 2" 3" n" 6-v2^ B-1/2 11" 13" 2" 3' 4" 6-lrz 8-1/2 11" 13" se wth A3 on/y.See Trus Joist Framer's B2V(J Use 2x4 minimum squash no r-o^ r-6" r-0^ s'-o" r-o^ r-6" r-6" 4'-6" Al A2 Must have 1-3/4"minimum ��A�3A3.1 3.2golck"'t Guide for A3J-A3.3 installation Gadditional See Trus Joist Framer's Pocket Guide for B2 62blocks to transfer load 9-1/2" 210 1'-0^ r-6" 2'-0" s-o^ r-o" z'-o" z'-6" 5'-0" /oistbearingatends pecifications installation specifications O around TJI joist 230 r-0" r-0" r-6" s'-6" r-O" r-o" T-0^ s-0" 360 1'-6" 2'-0" 3'-0" 6'-0" 1'-6" 2'-6" 3'-6" 5'.6- 6-0"length of 110 r-o^ r-o^ '-o^ '-6^ s'-o^ 1'-0" 1'-0" 1'-6" 4'6" 61m0" 210 1'-0" 1'-0" 1'-0" 2'-6" 5'-6" I'-0" 1'-0" 2'0" 5'-T 6'6" TJI joist 8"diameter maximum hole Nail Trus Joist rim 11-7/e^ 230 r-o^ r-0" r-o" 3'-0" 6'-0^ r-o" r-0^ r-0" s'-b^ T-0" 4'-0"length of 8"diameter maximum hole reinforcement and for 11-7/8"-16"deep board to blocking Attach reinforcement 360 F-0" 1'-0" 1'-6" 4'-6" 7'-0" t'-0" r-0" 2'-6" 6'-6" T-6- 3/4' for 11-7/8"-16"deep filler block. Use blocking panels-,6" with connections to joist with one 8d 560 r-0" r-0" r-6" 5'-0" 8'-0" r-o" 2'-0" 3'-C 7'-0" F-o" Web stiffeners 8"diameter maximum hole blocking panels;6 4'-0"length with diameter maximum for equivalent to (2-1/2" common nail at Nail through 2x_,wood backer 110 r-o^ r-o" r-0" r-o" 2'-6" s-o^ r-o" r-0" r-o" T-6" 6-0" F-0" reinforcement " e ui ) required each for 11-7/8"-20"dee $P $ 210 r-0" r-0" r-0" 1'-o" 3'-0^ s-o" r-0" r-0" r-0" 4'-0" 6'-6" 8'-6" side at E1W p on one side at diameter maximum for 9-1/2"and 11-7/8" blocking panels 9-1/2"deep decking schedule each corner and 1a^ 230 r-0" r-0" r-0" r-6" T-6" 6'-b" r-o^ r-o" r-0^ a'-o" r-o^ 9'-0" blocking panels;6° E2,both sides TJI'oists. or shorter than 12"Ion Trus Joist Attach reinforcement 36o r-o" r-o^ r-o^ z'-b^ s'-6^ s'-o" r-0" r-0' r-0" s'-6" T,08'.0' 9'-6" blocking panels 9-1/2"deep 1 $• TJI joist web with 2 rows i0d diameter maximum for at E3 o not cut flanges. rim board to joist with one 8d Blocking panel between Blockin n 560 r-0" r-G" r-0" TV 6'-0" 9'-0" r-O" r-0" r-6" s-6" 9'-0" 10'-0" 1�1 or shorter than 12"long. $ $ (3")common nails at 6 locking panels 9-1/2"deep (2-1/2")common nail at ach joist.Nail to top ane 210 r-0" r-O" r-o" r-o" r-6" 3'-6" 6'-0" 1'-0" 1'-0" 1'-0" 2'-6" 6'-6" 8'-0" 10'-6" or shorter than 12"long. not cut flanges. each corner plate with connections P n-center,clinched. Use 16" 230 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" b'-6" r-0" r-0" 1'-0" 3'-0" T-0" 9'-0" Trus Joist 16d(3 1/2")nails with 360 r-0" r-0" r-O" r-0" 3'-0" 6'-0" 9'-0" 1'-0" 1'•0" 1'-0" LDo not cut flanges. equivalent to decking rim board 3- 2"TJI joist 560 r-0" r-o" r-0" 1'-0" T-0" 6'-6" lo'-o^ r-o^ r-o^ 1r-o" Trus Joist 12"length of schedule. a ge widths. 4" 6^ e^ lo" 12' 15^ n" a" 6" B. 1o" 12" 1s" n" a wrim board ttach 3/4" 12"length of 360 r-o" r-o^ r-0" r-o" s-0" 10'-0" r-o^ r-0^ s-o^ 10'-0" rr-o^ 13'-6^ reinforcement to reinforcement $ is, FF--i•�li [� 3/4" 560 1'-0" 1'-0" 1'-0" 1'-0" 5'-0" 11'-0" I'-0" 1'-6" 6'-6" 11'-0" @'-0" 14'-b" ttach reinforcement joist web with 3 On one side at 360 1'-0" 1'-0" 1'-0" 1'-0" T-0" T-0" 10'-6" 1'-0" 1'-0" 2'-6" 8'-0" 11'-6° 14'-0^ 15'-6" W n reinforcement 20" r_, Q Trus Joist rim to'Dist with 8d 2-1/2" � rows lOd 3 pEqw board ) ( ) ( ) E5,both sides 560 1'-0" 1'-0" 1'-0" 1'-0" P-0" T-0" 11--o- r-0" 1'-0" 4'-O" 9'-6" 12'-6' 14'-6" 15'6" common nails at 6"on- common nails at 6" at E6 on one side at 0* center.When E7,both sides Wood p" 2- v � on-center,clinched. " at E8 backer s `���� able B - Intermediate or Cantilever Support Face grain a1�� reinforcing both 2"`�v� Use 2 rows with 9 1/2 e a/ ae 5 Mini um distance from edge of hole to inside face of nearest intermediate or cantilever support 16NLess than i�� \e g horizontal sides,stagger nails. �a El El E2 E3 E4 I /8" " Less than TJjoists 5SDEPTH TJI ROUND HOLE SIZE SQ ARE OR RECTANGULAR HOLE SIZE OU Not for use with 3 1/2"TJI 6 78 o z" 3^ a^ 6-1/2' 8-1121n^ 13" 1z" 3^ 1 a^ 1 6-1/2' e•1/2 n" 1 13• O 110 1'-6" TV T-0" 7'-6" 1'-6 2'-6 3-6 6'-6- joist flange widths 210 2'-0" 2'-6" 3'-6" T-6" 9-1/2' 2'-0" 3'-0" 4'-0" 7'-0" 230 2'-6" 3'-0" 4'-0" F-01 2'-6" 3'-0" 4,-6" T-b„ Filler block Attach 360 T-0" 4%0" F-6" 9'-0" 3'-0" 4'-6" 5'•6" B'-o" 1` 1 z with ten 10d(3")box WEB STIFFENER ATTACHMENT 110 r-0" r-o" 1-6^ '-o" e' 6' " r-0" r-6' 2'-6" -6" '-o" O nails,clinched.Use ten 210 r-o" r-o" z'-o" 4'-6^ 9'-0^ r-o" z'-o^ 3'-0" T-6^ 10'-0^ U 16dEXTERIOR DECK ATTACHMENT Gap: 11-7/8" 230 r-G" r-0" TV s'-0" 9'-6" 1'-0^ 2'-6" TV F-o" t0'-0" each (side )box nails from Option#1: 1-1/8"minimum 360 no^ T-0" 4'-0" r-0" n'-o" 2'-O" TV 5'-0" 9'-6" 11'-0" a each side with 3-1/2" Structural exterior` Apply subfloor adhesive to a// TJI Joist blocking with end /2-3/4"maximum 560 r-6" 3'-0" a'-6^ B'-0" 12'-0" TV 4'-6" 6-0" 10'-6" 12'-0" Web stiffeners TJI joist flange widths. sheathing contactrurfaces cks installed at 1/3 Dist 11#2 110 I'V r-O" r-0" T-0" a'-6" B'-o" r-0" r-o" r-o" s'-o^ 9'-0" lz'-o^ required if sides of Use fifteen nails with Backer block ) 210 r-O" r-o" r-0" TV 5'-0" 9'-0" 1'-0" P-0" T-0- 6-0" 10'-0" 12'-6- hanger an locations using 14" 230 1'-0" 1'-0" F-0" T-0" 5'-6" 10'-0" 1'-0" f-0" 7-6" G-0" 10'-6" 13'-0" hanger do not laterally TJI joist depths Flashin I o 8d(2-1/2") Three 8d 2 1 360 r-o" r-o" 2'-0" 5'-6" e'-6" 12'-6' 2'-0" 4'-0" 9'-0" 12'-0" 14'-0" Install tight to top Bearing plate: $ ( -/2")box nails, support at least 3/8" greater than 16". clinched PP flange(tight to Flush late with inside an of TJI joist top P Treated 2x_ ESQ box nails or Three 16d 3-1/2" box nails sw r-0" r-o^ r-b" s'-b^ 9'-6" 13'-6" r-0" 3'-0" 5'-0" 10'-0" 13'-6" 15'-0" bottom flange with face of wall or beam ov5 a� 2-1/2"screws, ( ) 210 r-o" r-o° r-o" r-0" T-0" 5'-6" 9'-b" flange face mount ledger \�gl g typical 11#2 at 3-1/2'TJljoist flange widths 16, 230 r-0^ r-o^ r-o^ r-6^ a'-o" 6'-6" 10'-6" angers).Attach 360 1'-0" 1'-0" 1'-0" 3'-0" 6'-6" 10'-O" Web stiffener each with ten 10d(3") See fastener Trus Joist 56o box nails,clinched Option#2: side.See sizes table below.Maintain rim board W Top 2x strapping installed *—'f below. 4" 6" s" 10" 12^ 15^ n" 4" 6" a^ 10" 12^ ls" n^ when possible. 2"distance(minimum)from flange P at 1/3 'Dist span 1S^ 360 r-o" r-o" 3'-0" 6'-0" 9'-0" Is-o" edge of ledger to fastener. j P Tight fit 560 r-o" I'-0" 2'-0" 6'-0" 10'-0" 16'-6" 1'-0" 6'-0" 11'-6" 116'-6' 18'-0" 20'-0" hanger locations using two 360 r-o" r-o" r-o" 3'-0" 6'•0" 11'-0" IS'-6" I'-0" 1'-6" T-0" 12'-6" 16'-6" 19'-0" 21'-0" Face mount acker block Allowable Load/Factored Resistance(lbs) 2-1/2"screws per joist W Web Stiffener Size W Web Stiffener Size 20" 560 1'-0" 1'-0" 1'-0" 1'-6" 5'-6" 12'-0° 16'-0" 1'-0" 3'-0" T-6" 14'-0" 1T-6' 19'-6" 20'-6" Fastener directly #3: 1-1/2" 1/2"x 2-5/16"min -5/16"7/8"x 2-5/16"min Rectangular holes based on measurement of longest side. hanger both sides t-3/4^rim board 1"a Rim TM of web with directly applied ceiling 3/8"lag bol 400/630 N.A./N.A. Dies may be located vertically anywhere within the web.Leave 1/8"of web(minimum)at top and bottom of hole. single TJI 1/2"lag bolt 475/750 1 325/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 When speclt7ed on the layout,one or more of PP v ey joist placement. .Allowable Toad determined In accordance with AC 124, H1 H2 H3 O .Corrosion-resistant fasteners required for wet-service pg. a three braeingoptions shown I Lmustl/be O 2-1/16i, 3/4"x 2-5/16"min 3 1/2" 2x4 - For simple span(5'minimum)uniformly loaded joists meeting the requirements of current Trus Joist product guides,one Tr� applications. Instal/ed maximum size round hole may be located at the center of the joist span provided no other holes occur in the joist. ^ - 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. O BEAM and COLUMN DETAILS ALLOWABLE HOLES - Beams and Headers w BEARING FOR DOOR OR BEAM TO BEAM BEARING AT CONCRETE 2x diameter of the largest hole(minimum) J {� a BEARING AT WALL WINDOW HEADER CONNECTION WALL Joist Framing 0 � p i/3 depth Trus Joist rim board Strap per code if O owed hole � Z or blocking for to late is not c zone o o Cut round ho/es and on/ Q U lateral support continuous over Blocking 1/3 depth o o in the center ofbeam, y �~r r-� panel Safety bracing(1x4 / I D header minimum)at G on-center and 1/3 span ROUND HOLE CHART ] U P Allowed hole zone 1/3 span extended to a braced end BEAM DEPTH MAXIMUM ROUND Silent Floor joist framing El wall. HOLE SIZE Fasten at each joist with 43/8" does not require bridging o 8d(2-1/2")nails minimum - For uniformly loaded beams only. 1" or mid-span blocking (see WARNING). Rectangular holes are not allowed. 5-1/2" 1-3/4"7.1/4"to 20" 2" Top flange - No holes in cantilevers. See Illustration for Allowed Hole Zone hanger Face mount - No holes in headers or beams in plank orientation. Paral lamc9 PSL or hanger DO NOT bevel cut joist Al H2 beyond inside face of Rim board joint TimberStrand® See current Trus Joist rotect untreated wood from direct contact wall. E2 josts Ll LSL Column O L3 L4 between TA JOIST ATTACHMENT at BEARING literature for framing with concrete TJI Joist to Bearing Plate Squash Blocks to TJI Joist Load connectors A3 $ q Trus Joist rim board bearing wall above) CONNECTION OF MULTIPLE PIECES OF One 1od(3")box 17-14 O Seat cuts must be within nail into each flange a, TOP-LOADED\I BEAMS(1) wall One 8d(2-1/2") N v " BEARING AT COLUMN CS box nail each eMri '11 v OU 1-3/4"Width Pieces: TJI rim joist side.Drive nails O's at an angle at X .. - U Minimum of 3 rows 10d(3"x 0.128")nails at 12"o.e. L3 Trus Joist least 1-1/2"from m m o end. 1-3/4 /\2 rim board "minimum bearing � � Verify Parallam PSL or Minimum of 4 rows 10d(3"x 0.128")nails at ELEVATED COLUMN O at end support:3-1/2" t—I 12"O.C.for 14"and deeper beams minimum at intermediate X O M TimberStrand LSL P BEAM ON COLUMN COLUMN BASE BASErapport �+ w U to column If using12d 3-1/4")or lar nails, CAP Ll v ( larger nais,tBl Shear transfer:Connections equivalent to to v capacity and beam number of nailing rows may be reduced Optional 00 •'-' $ Y P Hi floor pane/nailing schedule O \ bearing length. by one. non-shrink -i 4u „ grout Rim to TJI Joist 4 kC See current B2 >~ O .,� 3-1/2 Width Pieces: Trus Joist rim board or • Trus Joist tLS � � � � liiterature. Minimum of 2 rows 1/2"bolts t-3/a"wide TJI rim 5 ,-� aJ 63 U cn at 24"o.c.staggered (1)Load must be applied evenly across entire nail into each (3")box nail into each flange 3-1/2"wide TJI rim Q TJI floor DO O joistToe nail with 10 joist N v beam width.Otherwise,use connections for side-loaded beams. P 2-1/16"-2-5/16"wide (3")box nails,one each 1= t Butting TJI rim'oistOne 16d side of TJI joist flange O (il Additional nailing or bolting may be required with g Usie B1 or B2 at J „Z B4 joists O (3-1/2")box nail into each P—L6 side-loaded multiple-member beams Refer to current Pl P2 P3 O with blocking terrtnediate bearings flange product literature. i lo3-1/2"wide End of joists panels ald bearing or shear TJI rim joist Top View at centerline wall from above of support Braced end wall FASTENING of FLOOR PAINELS BEAM ATTACHMENT at BEARING W Closest On-Center Spacing per Row see note 3 under Trus Joist rim board [--I Nail Size TJI Trus Joist rim board TimberStrand LSL )1l WARNING 1-1/2"or wider Microllam LVL Parallam PSL One 10d 3" b 110 and 210 230,360 and 560 1" 1-1/2" ( ) ox I—i nail each side of U V 8d (2-1/2")box 2-1/2" 2" 6" 4" o • member at bearing, Q 8d(2-1/2")common 3-1/2" 2" 6" 4" 3" 3" 3" O 1-1/2"minimum from end (n lOd(3%12d(3.1/4')box 3" 2" 6" 4" INSTALLATION TIPS O Q 41/2" 3" 6" 4" 4" 4" 4" improve L4 O Drive nails at an See framing plan(ifa licable orFrame�rPocket 10d(3"),12d(3-1/4")commo Stabfloor adhesive will im rove floor performance.but PP ) P P angle to minimize Guidetorm/nlmumendand/ntermediatebearing 16d(3-1/2")common N.A. 4" 16" Gam 6"nl 8" 6" may not be required. (7)Can be reduced to 4"o-ter with maximum nail penetration of l-3/g."into the narrow edge. When joists are doubled at non-load bearing parallel ° XterlOr Deck splitting of plate lengths. IN Pyrtitions,space joists apart the width of the wall ttaehment � F.Recommended nailing is 12"on-center in field and 6"on-center along for plumbing or HVAC. Structural sheathing edge.Nailing requirements on engineered drawings supersede Additional joist at plumbing drop(see detail). O O sheathing �I rec rnmendations. O DO NOT are sawn/umber Nailing rows must be offset at least 1/2"and staggered. - for rim board or blocking. 14 ga.staples may be substituted for Bd(2-1/2")nails if minimum penetration O Sawn lumber may shrink WARNING of 1" into the TJI joist or rim board is achieved. Protect O after installation. V c c untreated wood O See ALLOWABLE Joists are unstable until braced lateral) Farthest On-Center Spacing per Row from direct HOLES y Maximum spacing of nails is: contact with O H3 Bracing Includes. For joist widths 1-3/4"or less: 18"on-center concrete �✓i Bloc - Hangers -Rim Board Fpr joist widths greater than 1-3/4"; on-center DO NOT a//ow workers to walk on .strutku gSheathing Lines .Rim Joist DO NOT stack but/ding materials FILLER and BACKER BLOCK.SIZES Shifted joist lx�Additional In jots on unsheathedjo/sts Stack only TJI Flange Widths 1-3V4" 2-1/16" 2-5/16" 3-1/2" joist unci/braced. over beams or wa//s Plumbing drop Bearing plate to /NJURYMAY RESULT, De th 9'1/2"or 14^ 9-1/2"or 14"or 9-1/2"or 14"or 18"or 11.7/8" 14"or 18"or be flush with inside WARN/NG NOTES. P ~ i 11-7/8^ 11-7/8" 16" 11-7/0 16" 20" 16" 20" Squash blocks and blocking panels carry stacked face of wall or iAWeyer causer Business x 2x12+11/2 vertical loads(details Bl and B2).Packing out the beam Lack of concern for proper bracing during construction can result in serious accidents. Under normal conditions if the q,w,,,•;• Filler Block* 3/8" 3/8" 1/2" 1/2" g Two Two Two 1 ( ). followin guidelines are observed,accidents will be avoided. 2x6 2x8 sheathing we of a TJI'Dist with web stiffeners It not a Detail H2 2x6 2x8 2x12 $ ( ) sheathin sheathing sheathing sheathin substitute for squash blocks or blocking panels. , �f �yw❑.1 Cantilever Filler 2X6 2x10 2X6+3/8" 2xt0+3/8" 2X6+1/2" 2x10+1/2" Not 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI joists must be completely installed and properly nailed. 2.lateral strength,like a braced end wall or an existing deck,must be established at the ends of the ba This can also be °Rf;` e i;f A"ra (D ) $ $ $ $ Not applicable accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. f ,�s, 'Ci + t' td (Detail E4 4'-0" 6'-0" sheathing in sheathing sheathing sheathin applicable R,kr 4w µ 3.Safety bracing lines of 1x4(minimum)must be nailed to a braced end wall or sheathed area as in note 2 and to each joist.Without this ✓x: -y'_w `�'f '� DRAWN: I�/H/IV1,S long long long 6'-0"long 4'-0"long 6'-0"long n`Y' �� '„»� � � �r Backer Block* 5/8"or 3/4"or bracing,buckling sideways or rollover is highly probable under light construction loads-like a worker or one layer of unnailed sheathing. R. �R Y 8 xi (Detail Fl 3/41" 7/8" 1"Net 2x6 2x8 2x12 »;, i4 r, SCALE: 1/4"=1'-0" Or H2) 4.Sheathing must be totally attached to each TJI Joist before additional loads can be placed on the system. s:•., .� �1, "/fnecesra mcrease filler andbacker block height forrfare mount hangers.Maintain 118'gap at to of ut,•tee detail W.Filler and backer block len hs should 5.Ends of cantilevers require safety bracing on both the top and bottom Flanges. re'" JOB#: ry, g g g P p M 6.The flanges must remain straight within a tolerance of 1/2"from true alignment. k _ p,11 ° accomodate requirednailing without rp/itting(12'miniimum for backer blocks and24"m/nimum for filler block)). April 18,2014 This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide, which should be referenced for additional information. ' 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 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 MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A- 10 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: 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 GROUNDWIND SEISMIC FROST WINTER ICESHIELD FLOOD LEDGER SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS RIDGE HEADER LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED M 45 LBS. 120 B SEVERE 3 FT. ODERATE SLIGHT TO TO HEAVY I MODERATE 11 NONE Z RAFTER JACK STUDS rnM • RAFTER-TO-LEDGER CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"O'C WITH WASHERS HEADER-TO-POST/STUD CONNECTION DECK AND COVERED PORCH NOTES: RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. l STAIR RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD All fasteners, hangers and anchors to be galvinized or stainless steel. F---1 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. 1 V1 MINIMUM 3). Posts supporting girders shall be anchored to a minimum 24"x24"xl2"thick concrete footing. Use a minimum 1/2"dia x 7" long anchor bolt with washers and nuts. Footings Shall W HANDRAILS RAFTER be 3 ft. below grade. W Q 4). Deck joists to have blocking at 8'0 o.c.. 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. � TOP PLATE 0 6).Concrete piers shall be a minimum 6"above grade. Z Z TOP PLATE O O 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored BALUSTERS () WALL STUD RIM/DECK JOIST o to girder(s). n-•I OPEN BALUSTER ATTACHED TO WALL 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. RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH LOCATION USP NUMBER DESCRIPTION APPLICATION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS CONNECT EACH SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN CONNECT TO RAFTER/PLATE RTI TYDOWN ANCHOR RAFTER TO PLATE POST-TO-DECK CONNECTION NAILING SCHEDULE 4"-6"RAFTER RTI 10-3/4"x 18ga.TYDOWN ANCHOR CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL EACH RAFTER PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN. (2) 1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12" RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD ROOF SHEATHING: EACH RAFTER NAIL NAIL JOINT DESCRIPTION Q-n, SPACING NOTES STRUCTURAL PANEL gd AS PER TABLE 3.8 WFCM-SBC 4"MAX. 4"DIA.MAXIMUM GIRDER/HEADER O o ROOF FRAMING: GIRDER/HEADER W ° JOINT DESCRIPTION NAIL NAIL NOTES 0 QTY. SPACING O (V'' JOIST POST/COLUMN ° ° ° RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL O x ° TOP PLATE 10'WALL:4-8d COMMON RAFTER U POST/COLUMN —E) Q M CEILING JOIST 8'WALL: 3-8d COMMO EACH — FD TOE-NAIL TO TOP PLATE 10'WALL:4-8d COMMO JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE GIRDER/HEADER PARALLEL RAFTER WFCM-SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE POST-TO-GIRDER/HEADER CONNECTION OVER PARTITION WFCM-SBC LAP NAIL LOCATION USP NUMBER DESCRIPTION APPLICATION COLLAR TIE AS PER TABLE 3.4 EACH FACETO RAFTER WFCM-SBC END NAIL SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN BLOCKING EACH TOE DECK/POI�CH RAILING 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN 2-8d COMMON LOCATION USP NUMBER DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION TO RAFTER END NAIL HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO 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 RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST TO RAFTER END NAIL 0 N v co o ® STU WALL FRAMING: m o � BEARING PLATE GIRDER JOINT DESCRIPTION NAIL NAIL NOTES x o QTY. SPACING }. w g o ; • TOP PLATE TO 2 -16d COMMO PER FACE NAIL `� v TOP PLATE FOOT 00� ° WOOD JOIST � . TOP PLATES AT 4-16d COMMO JOINTS FACE 4 m INTERSECTIONS EA. SIDE NAIL cz cz 'U ^x LEDGER A. STUD O.C. NAIL "o I I STUD TO 2-I6d COMMO 24" FACE ,n U m �? ° GIRDER/HEADER I I CONCRETE PIER WOOD JOIST ., � .` HEADER TO I6d COMMON 16"O.C. FACE N WOOD JOIST HEADER ALONG EDGES NAIL 0 W TOP OR BOTTOM 2 -16d COMMO PER 2x4 STUD END PLATE TO STUD 3 -16d COMMO PER 2x6 STUD NAIL BOTTOM PLATE TO: FLUSH JOISTS WITH HEADER/GIRDER (MINIMUM)DOUBLE 2x FLOOR JOIST, BAND JOIST, 2-16d COMMO PER FOOT FACE NAIL CEILING JOIST TO BLDG.CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITHEND JOIST OR BLOCKING I I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION W LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS 616"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I I OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION IF ABLE,SET FIR Jam APROX. 1/4" HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. REQU ROED I I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIERV FOR STU (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE O DECK FRAMING: FLASHING TUCKED UNDER I � JOINT DESCRIPTION NAIL NAIL NOTES o� TOP PIECE OF SIDING AND QTY. SPACING N LAPPED OVER FIRST CONTIN. JOIST TO: PER TOE PIECE OF SIDING BELOW THREADED ROD 4-8d COMMO SILL,TOP PLATE OR GIRDER JOIST NAIL 1:4 BRIDGING EACH TOE 1/2"DIA. LAG BOLTS W/WASHERS CNW COUPLER NUT TO JOIST 2 8d COMMO END NAIL CONNECTED TO BLDG. @16"OC POST BLOCKING EACH TOE MINIMUM TO JOIST 2 -Sd COMMO END NAIL � WOOD JOIST END DISTANCE BLOCKING TO: 3 -16d COMMO EACH TOE SILL OR TOP PLATE BLOCK NAIL BLOCKING _ _ LEDGER STRIP EACH FACE •-.• - MINIM M3 -16d COMMO FLOOR FRAMING AN 2x JOISTS ° • • o ' o o ENID CE V sD " TO BEAM JOIST NAIL • 12"xl2"x12" JOIST ON LEDGER PER TOE A WOOD GIRDER •• •'' :r� •.$�• CONCRETE FOOTING ��"� ��"� TO BEAM 3 8d COMMONJOIST NAIL BLOCKING FOR 3 -16d COMMO ypyk' . R..'.' JOIST HANGER BAND JOIST PER END > TO JOIST JOIST NAIL ' zt•5t• ��' `„`; LAG BOLTS •p +� . t� '` ` "n PER BAND JOIST TO HOLLOW COLUMN UPLIFT : n 2-16d COMMO TOE NAIL' CS SILL OR TOP PLATE FOOT • e µ�yo RIM JOIST/BD. SIMPSON STRONG TIE MODEL STRRI/.2 ,` ,. O ° DECK POST FTG. CONNECTION SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFACTURES RECOMENDATIONS • r "`` '`' DRAWN: MH/MS PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND LOCATION USP NUMBER DESCRIPTION APPLICATION =N.:Fw• USE WITH RT10 TYDOWN ANCHORS rti, �;� •: . SCALE: 1/4"=1'-0” 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING �:.+,�,;•?,�.,.�`' DECK/PORCH LEDGER CONNECTION yy 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING JOB#: April 18,2014 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- 11 MANUFACTU'RER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT 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: GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE V NYS CODE: 2010 EDITION PLAN CONTENTS: 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY. SPACING NOTES BUILDING USE CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framingand shear wall connections for rafter, ceiling or truss to to late shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH g P P TOE-NAIL for generally accepted good: building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10 WALL: 4-8d COMMON JOIST g y p g g p p PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL CURRENT SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor iis responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) . 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL (DO NOT SCALE DRAWINGS) ROOMS (OTHER THAN SLEEPING) 40 ^ First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 I--I 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: responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under STAIRS 40 H NAIL construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES GAURDRAILS ANY DIRECTION 200 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT.C) spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL W specific use expressed or implied in the use of these plans. P g P2 - 16d COMMON anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE Z INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE Z 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACEEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's spceciflcations and applicable codes. Type ( exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2 - 16d COMMONO.C. NAIL U attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION Sym.' Q 7). The General Contractor its to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SEE FLOOR PLANS edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL SMOKE & CO2 DETECTORS ® Z such as bookcases, shelving, pantry, closets, trims, etc. in table 3.15a-b. g q P TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION Z 8). Wind load requirements shall be taken into account during construction. 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL r ENERGY CALCULATIONS RESCHECK O U 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 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 determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 2.4.4.2 and 2.2.4 respectively. 4- 8d COMMON QTY. SPACING 20 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d 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 TO JOIST END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.0 8d COMMON @ 6" O.C. SEE NOTES: 1,3 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be BLOCKING 2 - 8d COMMON EACH TOE poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: o Where a ride is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE SEE NOTES: 1 ( BOTH FIELDS) to be minimum 3-1/2 inch thick. All fill to be compacted to 95 /o relative density with g 3 -16d COMMON INTERIOR ZONE 8d COMMON @ 6 O.0 8d COMMON @ 12 O.C. anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE: 2 FOR PANEL FIELD 6 maximum lifts (layers). 0 � along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 M�••1 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. JOIST ON LEDGER 3 - 8d COMMON PER TOE NOTES � o 0 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL Q U 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 THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED 1N SCHEDULE NOTES ONLY. '�' All fasteners, hangers and anchors to be alvinized or stainless steel. 3 - 16d COMMON the below grade portion of exterior walls prior to backfilling. g g TO JOIST JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, � U NAIL 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2 - 16d COMMONPER TOE the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 F S H EATH I IU 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. R • For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High WindNAIL NAIL 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. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING- NAIL SPACING AT INTERMEDIATE NOTES o 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD JOINT DESCRIPTION N v 5 otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACINGSEE NOTES: 1, 3 ( BOTH FIELDS) m m a�, g 4' EDGE ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. allF2r, �; where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD X a 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS 0 �- 8 6). Concrete piers shall be a minimum 6" above grade. Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 = o C) x Ia4 U openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: w openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7), Al!joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES ri openings between 411 and 6'0 and 2x6 wall openings between 511 and 8'9. Provide fireNAIL NAIL o to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. �r and blocking where applicable. QTY. SPACING o 'T � Q, .. 4., 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1 . For wall sheathing within 4 feet of the corners, the 4 foot ed e zone attachment requirements shall F2 4 � 5 . All flush beams/headers to be installed with heavy du alvinized hangers and 8d COMMON ) g g q , Y tY g g PANELS WFCM - SBC be used. o"', U anchors where applicable to all connecting joists. PLUMB 1 N G NOTES '° U0 7/16" OSB 3" O.C. EDGE co v v 6d COMMON 6). Double u floor joists under walls that run parallel to the floor joist and under bathtub . 1). All water supply, drainage and ventingto be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with o w 3 P P 1 PP y' g P G>0.49. For framing members with 0.42<G<, the nailspacings shall be reduced to 6 inches o.c. Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C. EDGE g on plans. WALLBOARD 10" O.0 . FIELD 2 . Verify septic stem with the Engineer for Suffolk County Health Department approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4 thick rnicrolams ( height to match floor joists) around stairwell and/o ) fv P Y g P pp FLOOR S H EATH I N G• other access openings unless otherwise noted (typical). NOTE: � 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL [Me, W provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY 8). Dormers running up roof rafters are to be supported by double rafters on either side P q g P P fY QTY. SPACING where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. pp STRUCTURAL PANELS 6" O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. U HVAC SYSTEM NOTES 8d COMMON U) V OR LESS 12 O.C. FIELD 0 9). Provide blocking bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. tl] under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. Q 3).INSTALL 1-Co2 DETECTOR 1N ADDITION TO SMOKE ALARMS PER FLOOR. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IFEIIIIIIIIIIIII N needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NIOTES ONLY. 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" equipment supplier.thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. „ as required by current NYS Residential Code-FIREBLOCKING REQUIRED 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) V Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher and to form an effective fire barrier between stories,and between a top story and the roof space. 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor Fireblocking shall be provided in wood-frame construction in the following locations. ELECTRICAL NOTES: shear capacities, nailing requirements for structural adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or ialternate connectors, 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. levels.Concealed horizontal furred spaces shall also be fiireblocked at intervals not exceeding 10 1). All electrical to be installed as per N.Y.S. Residential Construction Code. feet.Batts or blankets of mineral or glass fiber shall be allowed as fiireblocking in walls constructed 13). All bathroom walls to Nave 1/2" thick moisture-resistant sheetrock. Garage walls and using parallel rows of studs or staggered studs. ceilings and over furnace to have 5/8" thick t e-x sheetrock. All other arts of building 2). All electrical work shall be approved b a qualified Underwriter. 2). When wall sheathing is number- of nails over connected g YP P g PP Y q 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, to have regular 1/2" sheetrock. All walls to be taped and finished. members,the tabulated number of nails shall be permitted drop ceilings and cove ceilings. 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current to be reduced sol - 16d nail per foot. 3).In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or N.Y.S. Residential Construction Code. under stairs shall comply with current N.Y.S.Residential Code. t' k J ' approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDMX. torch down type material over. 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of L flame and products of combustion. DRAWN: MH/MS a.a °"- •. SCALE: 1/4"=1'-0" 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to 5).For the Fireblocking of chimneys and fireplaces,as required by current N.Y.S. Residential Code. : ?`",''n r }' JOB#: �', ray 4 :G � A be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. ,; z �?�;, April Ig,20I4 Y ;tw� 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- 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.