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. L.. Town of Southold Annex 10/29/2014 (F4A1P.O.Box 1179 54375 Main Road }� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37237 Date: 10/29/2014 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 860 Laurel Ct, Laurel, SCTM#: 473889 Sec/Block/Lot: 126.-13-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 10/30/2013 pursuant to which Building Permit No. 38537 dated 11/27/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished basement, covered front and rear porches, second floor balconies and attached garage as applied for. The certificate is issued to Glazer,Eugene&Glazer,Carol (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-13-0053 8/26/2014 ELECTRICAL CERTIFICATE NO. 38537 10/7/2014 PLUMBERS CERTIFICATION DATED 10/9/2014 Joseph Mascott Y, ta Aut ign ure TOWN OF SOUTHOLD AA BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38537 Date: 11/27/2013 Permission is hereby granted to: Glazer, Eugene & Glazer, Carol PO BOX 430 Jamesport, NY 11947 To: Construction of a new single family dwelling as applied for per SCHD approval. At premises located at: 860 Laurel Ct, Laurel SCTM #473889 Sec/Block/Lot# 126.-13-3 Pursuant to application dated 10/30/2013 and approved by the Building Inspector. To expire on 5/29/2015. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $3,917.60 CO -NEW DWELLING $50.00 Total: $3,967.60 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. if a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling$50.00, Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00, Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00,Commercial $15.00 Date. New Construction: .4 CK or Pre-existing Building: (check one) Location of Property: FF 0 L.4CK F/L.- Cd(/le T LAt-, dc�iC_ House No. Street Hamlet Owner or Owners of Property: g � CA-120z_ 2 5_A , Suffolk County Tax Map No 1000, Section Block 0 Lot e j Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one Fee Submitted: $ Applica ) ature SO�IyQI. 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q roger.riche rt(d)-town.southold.ny.us Southold,NY 11971-0959 Q �yIDUNTY,Nc`� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Glazer Address: 860 Laurel Ct City: Laurel St: NY Zip: 11948 Building Permit#: 38537 Section: 126 Block: 13 Lot: 3 WAS EXAMINED AND FOUND TO BE IN-COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Double Pole Electric Inc License No: 3913-me SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool X New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 400a Heat Duplec Recpt 165 Ceiling Fixtures 58 HID Fixtures Service 3 ph Hot Water GFCI Recpt 15 Wall Fixtures Smoke Detectors 8 Main Panel 2-20 A/C Condenser Single Recpt Recessed Fixtures 150 CO Detectors Sub Panel A/C Blower Range Recpt 1-40 Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 1-20 Emergency Fixture Time Clocks Disconnect Switches 161 Twist Lock Exit Fixtures TVSS Other Equipment: 13-paddle fans, 1-60ft LED tape light, 1-exhaust hood, 2-wirlpool baths, 6-exhaust fans,4 combination smoke/co detectors, 1-50a sauna unit,transfer switch(inter lock)for generator, Notes: 4-GFCI circuit breakers,31-AFCI breakers, IN GROUND SWIMMING POOL to include,bonding,LED pool lights, 2-pumps,1-blower, 1-gas heater, 1-cover motor, 1-control panel,3-GFCI circuit breakers Inspector Signature: Date: Oct 7 2014 81-Cert Electrical Compliance Form.xls CERTIFICATION Date: 100N Building Permit No. I> s 3� Owner: cA,-1-c-C (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Sign re) Sworn to before me this day of 6 MA ANNIE Ego ��— Notary No.Public, l E� York 8083 Qualified in Suffolk Count Commission Expires May 19,2015 Notary Public, (/ County uF S0I/T�o6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECTION [ FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 0 Z DATE INSPECTOR VVV VVV O��Of SOUry� � <o * 'F TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION /FOUNDATION NDATION 1ST [ ] ROUGH PLBG. ( 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE l INSPECTOR le"3 pf SOUIy� 7 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOU ATION 1ST [ ] ROUGH PLBG. [ r NDAT 2ND [ ] INSULATION MI G /STRAPPING [ ] FINAL P E & [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: A)CD �-� - 0 i i DATE ° ` INSPECTOR hO��pF SO(/Tyo� V TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 k k INSPECTION ( ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ 1 ,f �VNDATION 2ND [ ] INSULATION , 4RAMING TRAPPIN [ ] FINAL ! [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION i; E ] ELECTRICAL (ROUGH) [ ] ELECT CAL (FINAL) REMARKS: Arj E r k i. i f DATE by, INSPECTOR I r e of s TOWN OF SOUTNOLD BUILDING DEPT. 765-1802 INSPECT ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] �AUNDATION 2ND [ ] INSULATION [ Vj FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) REMARKS: 6�e-, DATE � � ( INSPECTOR �'`� i ho��oF so�ryo� G • TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] 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 r INSPECTOR OF SOUIyo� N • ie TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ INAL [ ] FIREPLACE A CHIMNEY [ I FETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [;FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE If'sINSPECTOR coo • �o TOWN OF SOUTHOLD BUILDING DEPT. 76S-1802 INSPECTI [ ] FOUNDATION IST [ ] GH PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR `/e of s ,� TOWN OF SOUTROLD BUILDING DEPT. 765.1802 INSPECTION 0 [ ] FOUNDATION 1ST [ ] GH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH [ ] ELECTRICAL (FINAL) REMARKS: r DATE � INSPECTOR pF SOUlyO� TOWN OF SOUTHOLD BUILDING DEPT. 76S-1802 INSPECTION [ J FOUNDATION IST [ ] ROUGH PLUMBING [ J FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ) FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ J CODE VIOLATION [ CAULKING REMARKS: W11DATE INSPECTOR i �✓ �o��OF SOUTyO� ,�/ I��DUIR'1�► 7 A TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ) FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ) FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS. Q]�U,ocgc 1 L E.4 2;2 Q2f2 Ik:kU-a, DATE A)I�IW�' INSPECTOR I, 3 ��OF SO(/Ty o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ J FOUNDATION 2ND [ ] INS ON [ ] FRAMING / STRAPPING [ INAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Z&�� - r - a CIL DATE © INSPECTOR 0 �,A& �P4 SVAD KHITECT MARK SCHWARTZ &ASSOCIATES 28495 laain Road•PO Box 933•Cutchoguc, NY 11935 631.734.4185 %%,w%%.mksarchitcct.com October 28,2014 Southold Town Building Department P.O.Box 1179 54375 Main Road Southold,New York 11971 Re: Glazer House 860 Laurel Court Laurel,New York Permit#38537 To Whom this may concern, We have designed and installed 2" of open cell spray foam on the interior foundation walls for this new construction. I certify that this insulation installation meets and exceeds the NYS code requirements. Please call this office if you have questions or require additional information. Sincerely Mark Schwartz, �f Int1L� LIl ocT 2 s 204 LLFI-DG DEPT. TC'ld�I OP�OUTHOLD AIA 1: 1 1 D r i 1s S.L:a WON 6 1 1:8 w Fri" • i s /�'L is .. �=7� ----------- — vill Mill—ME, INSMATION PER N.Y. STATE ENERGY Co- DE WE wt_ =� (4P W- 5. 10M � LVIAPFF�—11 l�'!l - -- -/ -- WAU1�,i1/: - ---- - - - �► 'J � ` .moi � _�._._ � :.J • I11l, • _ y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502c� Survey SoutholdTown.NorthFork.net PERMIT NOc (�Tc Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined fl 2 ,20 C Storm-Water Assessment Form Contact: Approved 20 Mail to: AAek __ Disapproved a/(,. G , Phone: 73 4 - ¢fie__ 'I i a' 20 0C LU IJ uilding In APPLICATION FOR BUILDING PERMIT Date lc)/Z- W , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building'shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or 4a� not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have,been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or dernolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations,and to admit authorized inspectors on prernise nd in building for necessary inspections. I (Signature of applicant or name, if a corporation) OCT 3 0 2013 (Mailing address of applicant) PT. statnit er {ol lessee, agent,6 , engineer, general contractor, electrician, plumber or builder /01 Name of owner of premises ( 9 e/Vxp" t� rA401&_ C�AZi�� (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Locatio f land on hi h proposed work will be done: / �(a 6 L�XG,�C C 77 C L House Number Street Hamlet County Tax Map No. 1000 Section 2 Block l Lot Subdivision Filed Map No. Lot a w � { 2. State existing use and occupancy of premises intended use and occupancy of proposed construction: a. Existing use and occupancy ^ / ��1 =- b. Intended use and occupancy J lA1 Gr— E&1,7,(_1(4 re E: 3. Nature of work(check which applicable):New Building ✓ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number o Stories_ vp,Us 9. Size of lot: ront /Re r Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated F 4 6 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ✓ 13. Will lot be re-graded? YES NO ' ""'Will excess fill be removed from premises? YES v-"" NO 14. Names of Owner of pr ises Address Phone No. Name of Architect CIZ6y A le 7-7- Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BFB VQUIRED. 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. w 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES ✓NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF (/ /IC ���✓'(/�rZ being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE Q. BUNCH Notary Public,State of New York (S)He is the C, No.01BU6185050 (Contractor,Xgent,Corp ate Officc4,etc.) Quahtied in Suffolk Commission Expires April 14,2 of said owner or owners, and is duly authorized to perforin or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn tp before me this a day of 20_& i��CL .1 X6101 Notary Public Sign ur o Applicant i SCOTT A. RUSSELL `t.. JAMES A. RICHTER, R.A. SUPERVISOR MICHAEL M. COLLINS, P.E. coo =a TOWN HALL 53095 MAIN ROAD yy. t't, TOWN OF SOUTHOLD,NEW YORK 11971 Tel (631) 765 1560 Fax. (:631)-765-9015 1IC11f.. CUt1S )4 \ QIIf0( )�1.. tii 0AN.SOI;'I'f I OI f) Ja . . I. CI - OFFICE OF THE ENGINEER TOWN OF SOUTHOLD STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET (To be completed by the applicant) TO: Engineering Department PLEASEATTAOH., FROM: Building Department ❑ A copy of the completed Application for Building Permit DATE: 10TI Z S/t „�K S ❑ A complete set of Building Plans APPLICANT: r C G✓lo, ❑ A completed Chapter 236 Stormwater PERMIT#: Review Checklist S.C.T.M#: BRIEF PROJECT DESCRIPTION: r1A. G r f f NO .r. . •,La VfS 7/22/2013 s►ii DATE: d 3 CHAPTER 236 4� u APPLICANT: ENE O Stormwater Review Checklist S.C.T.M.#: 1000 - tz r, - 1 - 0 3 PHYSICAL ADDRESS: O (.A'u1? � CT L4'-,eA%. Stormwater Management Control Plan Requirements Yes No NA If No or NA,Please Provide Additional Information 1. Plan drawn to scale of not less than 60 feet to the inch showing: ✓ a. location and description of property boundaries ✓ b. total site acreage ✓ c. existing and natural and man-made features on and within 500 feet ✓ of the site boundary as required in§236-17(C)(2). d. test hole data indicating soil characteristics and the depth to water ✓ e. proposed limits of clearing and the total area of proposed land disturbance f. existing and proposed contours of the site(minimum 2' interval) ✓ " FL-A D /O +� g. location of all existing and proposed structures,roads,driveways, sidewalks, drainage improvements and utilities h. spot grade and finished floor elevations for existing and proposed structures i. location of the swimming pool discharge ring j. location of proposed soil stockpile area(s) t/ k. location of the proposed construction entrance/staging areas ✓ 1. location of the proposed concrete washout area m. location of all proposed erosion and sediment control measures ✓ 2. Plan includes calculations showing that the stormwater improvements are sized to capture, store and infiltrate on-site the runoff from all ✓ impervious surfaces generated by a two-inch rainfall 3. Detail drawings(required for plan a�roval)provided for: a. erosion and sediment controls ✓ b. construction entrance ✓ c. inlet structures(e.g. catch basins,trench drains,etc.) d. leaching structures(e.g. infiltration basins,swales, etc.) REVISED 7/24/2013 Town of Southold Town Hall Annex Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 roger.richert0)town.southold.ny.us Southold NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: DATE: JANUARY 22, 2014 COMPANY NAME: DOUBLE-POLE ELECTRIC INC NAME: STEVE NEGRI LICENSE NUMBER 3913-ME ADDRESS P.O. BOX 130 NESCONSET NY 11767 PHONE # 361-6440 CELL # 672-0241 JOBSITE INFORMATION NAME: GLAZER RESIDENCE ADDRESS: 860 LAUREL LINKS CROSS STREET: MATTITUCK NY 11952 PHONE NUMBER: PERMIT NUMBER: 38537 TAX MAP DISTRICT: Section: Block: Lot: BRIEF DESCRIPTION OF WORK: NEW CONSTRUCTI � ' Is job ready for inspection: NO N! JAN 24 2014 Do you need a Temp Certificate: YES — PLEASE SEN TEMP INFORMATION (if needed) -- - � Service Size 400 amp New Service Additional Information I WILL CALL TO SCHEDULE INSPECTION 4 OPEN SPACE PROPOSED SEPTIC SYSTEM DETAIL REVISIONS: HEALTH o0fflQr2 09 HOUSE (NOT TO SCALE) VACANT / ELEV.+I.s' L 16 7.96' 96' R = 200.00' FINISHED GRADE FINISH GRADE v ' ELEV.0.9 FINIS G � = 35.20 E ELEV. 265 e0o TOP EL-1.0 1'MIN. TOP EL-1.8' i'MIN. ,,,..�''•� MIN.4'DIA. 6" ,,,..,'- 1S0'FROM APPROVED PIPE SEPTIC DISTRIBUTIONSEPTIC , ; INV.1E5 APPROVED PIPE min.PITCH 1/4"/1' TANK min.PITCH 1/6"/1' POOLS LEACHING 16' INV.EL-2.6' POOLS 4'-0" s Y CLEAN --- -- -- - - - - - - -- -- - - - - - INV.EL-2.0' k--5 INV.EL t-w-SAND .2.5' 3, COLLAR ,1 0 �t0'��y� 8' 8' MIN. (� - M�y� ` IN-GROUND POOL I W �OR114�� _ (2)DISTRIBUTION POOLS 8'X4' BOT.EL-5.9 GROUND WATER \ i I '' (4)LEACHING POOLS 8X4 \ / 1 (NONE DETECTED) ,L Oi LEACHING POOLS a a ',y^' _ -w I NOTES: � _ 1).MINIMUM LEACHING SYSTEM IS 2 DISTRIBUTION POOLS;4'DEEP,B'DIA., $ 4 LEACHING POOLS;4'DEEP,V DIA. O I j ^.If rU y 1 SCREENED COVERED PORCH ! � I' _^ 2).LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE a t? PORCH _r: (OR EQUAL). `a f 3).ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). DWELLI OCT 3 0 201 4).A MINIMUM DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. ' PUBLIC W7 15 M SEPTIC 5).AN 8'MIN.DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. 2 STORY FRAMED HOUSE D[FT. GARAGE 1 I TC'':':' .::i'f r'Q!D I SEPTIC TANK 4� NOTES: 1).MINIMUM SEPTIC TANK CAPACITIES IS 200LLONS.DWELLlNG O COVERED PORCH y CTl 2).CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 psi AT A PUBLIC WATER '__ _ _ a __ ° 28 DAYS. H i 3).WALL THICKNESS SHALL BE A MINIMUM OF 3'.A TOP THICKNESS OF 6'AND A E SITE PLAN REEIINFORCING O RESIST ANTTOM THICKNESS OF 4'.AAPPLIED FOLL WALLS, R°E O 300 psf OM AND OP SHALL CONTAIN rA V' ' O f 4).ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. O C40SCALE: 1" = 30'-0' a 5).THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WfTH A 150'FR M '1YTO �i MAX.TOLERANCE OF+/-1/4')ON A MINIMUM 3'THICK BED OF COMPACTED 0 Im tpO A Co SAND OR PEA GRAVEL CD �J 6).A 10'MIN.DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 1�+"1 V=: --10 07i Oom..w I v EP 1 V 1 �+ w , ♦ i EP I ♦ i 777.94' �` ♦ i g LAUREL TRAIL SCTM# < $5 0� L 8 �° 1000-126-13-3 MM m R'139.35 n R = 25.00' L L = 23.94' _ ;z �acJ SUFFOLK COUNTYiT.,tip ,�- - ' '�F :aALT ' U x LAUREL C 0 U R T PERMIT SEPTIC SYSTEM LOCATION: PUBLIC WATER SYM.: DESCRIPTION: LOC.A. LOC.B: ST 2000 gal.SEPTIC TANK 22.6' 56.6' 7 2 4 2013 _ DP 1 e'dla.X 4'deep DISTRIBUTION POOL 36.8' 58.7 VACANT VACANT - DATE ' _•- ! ' ?,I C) DP 2 B'dla.X 4'deep DISTRIBUTION POOL 32.5' 65.9' ,L _ LP I B'dla.XV deep 4 LEACHING POOL 38.51 50.8' APPROVED- LP 2 PPROVED_LP2 B'dia.X 4'deep LEACHING POOL 44.2' 55.2' FOR MAXIMUM OF BEDR00M•S DRAWN: MH MS LP 3 8'dla.X 4'deep LEACHING POOL 43.5' 63.1' SCALE: 1/4"=i'-0" LP B'dia.X 4'deep LEACHING POOL 39.8' 699' EXPIRES THREE YEARS FROM DAT EOFAPPROVAL JOB*: October 081 2013 150 SHEET NUMBER: _s 150'FROM SEPTIC ('1 ��..` SEPTIC S-I `e..- AJ Mark K. Schwartz From: Gene Glazer[gene@glazergroup.com] Sent: Monday, October 28, 2013 8:49 AM To: Mark K. Schwartz Subject: Fwd: LLEHOA Approval Of Glazer House Plans ---------- Forwarded message ---------- From:john o'brien<jobrien5 l noptonline.net> Date: Tue,Aug 20,2013 at 11:42 AM Subject: LLEHOA Approval Of Glazer House Plans To: gene(a lg azergroup.com Cc. Mowdy,Jim <mowdy@optonline.net>, Walter Jacob <wiacobgoptonline.net> Gene, The LLEHOA board has reviewed your proposed house plans as shown in drawings S-1 (Site Plan), A-1 (Proposed North&West Elevations), A-2 (Proposed South& East Elevations), A-4 (1st Floor Plan), and A-5 (2nd Floor Plan), dated Aug. 07,2013. We are pleased to inform you that your plans are approved by the LLEHOA board and we wish you the best in your future Laurel Links home. Thank you for submitting your house plans and please do the same with a landscape plan at a future time. Best wishes, Laurel Links Estates Homeowners Association Jack O'Brien, President i - 9 SURVEY OF PROPERTY AT MATTITUCK - TOWNOF SOUTHOLD r0 wozz, SUFFOLK COUNTY N. Y. o 1040 — 126 — 13— 03 Scale: Yr= 30' o, /80.00. Al Y 26, 2013 r Q ' ° - JAN. 7, 2014 (FOUNDA TION • ' 46Y � �� = C,Q+ a0. ��•\ �' �,Tr ti V� # y g <OT Q' p� 777:94 S 40F o � J+ r f^ OPI AREA :!: 32,023 sq ft: " �o X;A I~ � LOT NUMBERS ARE.REFERENCED TO,*MAP OF LAUREL LINKS' A FILED I N.THE OFFICE OF THE SUFFOLK COUNTY CLERK ON NOV. 23, 2001 AS MAP NO. 10712. / t ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK.STATE EDUCATION LAW. I am /amillar with the STANDARDS FOR APPROVAL EXCEP TAS Part SECTION 7209 - SUBDIVISION 2. ALL.CERTFIC4TIONS AND CONSTRUCTION OF SUBSURFACE SEWAGE N-YS. LIC. NO. 49618 HEREON. ARE VALID FOR TMS MAP AND COPIES THEREOF ONLY IF DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES SAID MAP OR COPES BEAR THE SEAL OF THE SURVEYOR CONICS YORS WHOSE S16NA'TURE APPEARS HEREON. ►I and will abide by the conditions set forth therein and on , P.C. the pernill to construct. (631) 765 - 5020 FX (631) 765 - 1797 P.O. BOX 909 1230 TRAVELER STREET/ ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM SOUTHOLD, N.Y. 11971 13-207 SCDHS REF. No. R10-1J-005J SURVEY OF PROPERTY °mow AT MATTITUCK TOWN OF SO UTHOLD `OT SUFFOLK COUNTY, N. Y. "fes` �s £ 1000-126-13-03 � SCALE.• 1'--30' asN JULY 26, 2013 RCA ae ARB JAN. 7, 2014 (Foundation Location) • '� AUG.13, 2014 4004' ,a5 00 °R/�wA y ' �8o Do, ��, SUFE K COUNTY t5r PAR. TPRE'9T OF HEALTH SERVI S 7 �V •" •�_ m � � aA�+Ri:CTED WORKS FOR y °' �a\\? �+•" � LY RESIDENCE �� �`k`9 Qp, P e� ar - t afe AUG 2 ti 2014 H.S. Ref. NO. - o been ' 7��p�• ,� disposal and water supply facilities of this inghon ha in andror c9f"W by this Department or other ager+uss and nd to 77 satishc lay FOR A MAXIMUM F,_e_ 6EDROOMS. v 2• 6 2 5 �p�PG� O ��O 0 Walter J.Hilbert, l ��. GP �9 "ke of Wastewater Management SEPTrc roc cF d v F. A w sB r ,Q 7 Quary ,ys, o`r ST 68.5' 225' 00, LP1 69.5 34 Off, G� LP2 75.5' 34.5' THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. G g �y 8 LOT NUMBERS ARE REFERENCED TO MAP OF LAUREL LINKS' FILED IN THE OFFICE OF 774E SUFFOLK COUNTY CLERK ON NOV. 23, 2001 AS MAP No. 10712 c ANY AL7FRA77ON OR ADDI77ON TO THIS SURVEY IS A WOLA77ON . %.eS. LIC. NO. 49618 OF SEC77ON 7209OF THE NEW YORK STATE EDUCA77ON LAW. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77FICATIONS l AM FAMILIAR WI7N 774E STANDARDS FOR APPROVAL PCO YOBS, P.C. HEREON ARE VALID FOR THIS MAP AND COPIES 7HEREOF ONLY IF AND C0NS77?UC770N OF SUBSURFACE SEWAGE DISPOSAL (631) 765-5020 FAX (631) 765-1797 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 7HE SURVEYOR SYSTEMS FOR SINGLE FAMILY RESIDENCES AND WILL ABIDE P.O. BOX 909 WHOSE SIGNATURE APPEARS HEREON. SOU THOLDN.YBY 7HE COND177ONS SET FORTH THEREIN AND ON THE ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM. AREA - 3Z,O23 SQ. F7. BY TO CONSTRUCT. 1230 TRA , N.Y 11971 STREET ED AUG 2014 SUFF.CO.HEp,�TH TSR MGA WASTEWA REVISIONS: SEQUENCE OF PROJECT: SITE DATA: SCTM # 1000-126-13`03 ROOF AREA: 6418 SQ. FT. oJ� DRIVEWAY AREA: 2560 SQ. FT. Aff(s�-ej) 1 SITE CLEARING: CLEARANCE OF MINIMUM SITE WORK AS NEEDED. INSTALL BERMS, HAYBALES,SiLT FENCING AS REQUIRED. RUNOFF DESCRIPTION: SQ. FT. AREA: LOT COVERAGE: EXCAVATE: FiLL: PROTECTION TO BE MAINTAINED DURING LENGTH OF CONSTRUCTION. EXCAVATION MUST NOT BEGIN UNTIL LOCATIONS AT 100°la WATER RUNOFF: 1072 CU. FT. AT 100°l° WATER RUNOFF: 427.5 CU. FT. OF UNDERGROUND WIRES,CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY COMPANIES THAT THE (2 IN. RAIN PER HOUR) AREA IS CLEAR. CLEAR THE SITE AT LEAST 20-25 FEET(IF APPLICABLE) FROM THE PROJECT PERIMETER. DO NOT CLEAR OR EXCAVATE PROPERTY: 32,023 SQ. FT. 0.7 ACRES (2 IN. RAIN PER HOUR) _j,` Toe 0 rV�dp LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION; DISTURB VEGETATION ONLY AS NEEDED,THEN RESEED OR REPLANT AS SOON AS RAFFIC IN AND OUT OF THE JOB SITE-DO NOT DRIVE OVER UNCLEARED AREAS. PROTECT UNCLEARED PROVIDE (5) 8' DIA. X 6' DEEP DRYWELLS PRACTICAL.LIMIT EQUIPMENT TESTIMATED AREA OF 6,300 SQ. FT. PROVIDE 2 8'DiA. X 6' DEEP DRYWELLS AREAS WiTH FENCING OR OTHER BARRIERS, PLACE BARRIERS AROUND THE DRiP-LINE OF TREES TO PREVENT INJURY TO THE ROOT ( ) SYSTEM. IF A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE CONSTRUCTION BEGINS,A TEMPOARY GRAVEL DRIVEWAY SHOULD BE GROUND DISTURBANCE: INSTALLED WHERE VEHICLES ENTER THE JOB SITE. DRYWELLS CAPACITY; 1267 CU. FT" DRYWELLS CAPACITY: 507 CU. FT. 2 POLLUTION CONTROL: CONSTRUCTION DUMPSTER AND PORTALAV TO BE ON SITE AND MAINTAINED DURING LENGTH OF PROJECT. PROPOSED HOUSE: 3712.DSQ, FT„ 11.6% 3 SOIL CONTROL: EXCAVATED SOIL TO BE RETAINED ON SITE AS INDICATED ON SITE PLAN. RETAIN AS MUCH TOP SOIL AS POSSIBLE TO PRESERVE THE ENVIROMENTAL QUALITY OF THE PROJECT SITE. EXCESS FiLL TO BE SHIPPED OFF SITE.CONTRACTOR AND EXCAVATOR SHALL INSPECT PROPERTY FOR EXISTING UTILITIES BEFORE EXCAVATION BEGINS.ANY DIGGING WITHIN 24 ICHES OF UTILITY MUST BE PROPOSED PORCHES: 1034.1 SQ. FT., 3.3% OPEN SPACE DONE BY HAND.WHEN THE TOP SOIL IS PRESERVED,TILL THE SOIL FIRST,AND THEN REMOVE TO A SAFE LOCATION WITH A FRONT END LOADER. PROTECT GRASS,TREES AND OTHER PLANTS WHENEVER POSSIBLE. VACANT 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. L 167-961 R = 200.00, A). IF THE DEPTH OF EXCAVATION IS 6 FEET OR LESS,OVER DIG BY 3 -4 FEET. B). IF THE EXCAVATION IS DEEPER THAN 7 FEET,THE SIDES MUST BE SLOPED OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEET OR L 35.20, INSTALL SHORING. PROPOSED POOL: 800 SQ. FT. 2.5% HILLSIDE EXCAVATION: EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE-THE ANGLE AT WHICH THE SLOPE IS STABLE, USSUALLY BACK TO A SLOPE OF 2:1 (VERIFY SOIL CONDITIONS). A).AN UNSHORED VERTICLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. F FROM 4 STORM WATER RUNOFF CONTROL: INSTALL DRYWELLS(AND SEPTIC IF NEEDED) DURING CONSTRUCTION. GUTTERS AND DOWN SPOUTS SEPTIC TO BE IMMEDIATLY INSTALLED AT TIME OF COMPLETION OF ROOF. ALL DOWNSPOUTS TO BE PiPED TO DRYWELLS AT THIS TIME. UNDERGROUND HOOKUPS (ELECTRIC,WATER,GAS, ETC.)TO BE INSTALLED. TOTAL: 5546.1 SQ. FT,. 17.3% 5 PROJECT COMPLETION: FINAL GRADE TO CONTROL RUNOFF DIRECTION TO STAY WiTHIN SITE. PITCH GRADE ALONG PERIMETER _ Q (WHERE POSSIBLE) OF LAND DISTURBANCE AWAY FROM NEIGHBORING PROPERTIES AND ROADWAYS. INSTALL CATCH BASINS WITH - t O CANNOT STAY WITHIN DISTURBED AREA. .. {�yyHOT 1 t UID ODN HOSE } y DRYWELLS AS REQUIRED TO CONTROL RUNOFF THAT NNO w dldObNPOST a o IN-GROUND POOL 0d CRR ". O N GUNITE t F 00, .� O 00-�rS SEPTIC SYSTEM LOCATION: iT�i/) 8X4 ' t a PROPOSED SEPTIC SYSTEM DETAIL DRYWELL , B'X6' SYM.: DESCRIPTION: LOC. A: LOC. B: D W t DRYWELL HOUSE (NOT TO SCALE) \ ST 2000 gal. SEPTIC TANK 22.6' 56.6' ELEV,+1.5' ti l ' HIX61 FINiSHED GRADE FINISH GRADE \ \ � DRYWELL ` t '•\,- ELEV.0.0' ELEV.0.0' \ DP 1 8' dia. X 4' deep DISTRIBUTION POOL 36.8' 58,7' POOLEOUPMENT ' \ ` COVERED PORCH SERV1fE:MW.3oamp DP 2 8' dia. X 4' deep DISTRIBUTION POOL 32.5' 65.9' TOP EL.•1,0' 1'MIN. OP I'MIN 6" \ POOLHEATER � \ MIN,4"DIA. ' cONNscrvuu f';} (�;,��, �� SEPTIC F IDISTRIBUTION e'xs` APPROVED PIPE APPROVED PIPE 1 DWELLING \S LP 1 8' dia. X 4' deep LEACHING POOL 38.5' 50.8' INV-EL. TANK POOLS LEACHING gRYWELL ; t , min.PITCH t/4!1 min.PiTCH 1/8"A' \ INV.EL. 2.6' POOLS 4-0 T CLEAN ?; `- ` PUBLIC WATER 150 FROM LP 2 8' dia. X 4' deep LEACHING POOL 44,2' 55.2' INV.EL.•2.0' INV. EL. SAND D.W. _ SEPTIC rrF-- t.^; 1 s COLLAR -2.5' 3' ' r 2 STORY FRAMED HOUSE LP 3 B' dia. X 4 deep LEACHING POOL 43.5 63.1 1'�- MIN. ' 10, , , � '� GARAGE '? t / DREWEu ; LP 4 8' dia. X 4' deep LEACHING POOL 39,8' 69.9' (2)DISTRIBUTION POOLS B'X4' BOT.EL. 5.9' GROUND WATER30.0 (4) LEACHING POOLS 8'X4' (NONE DETECTED) ° COVERED PORCH DINELLINV CAfwCH BASIN ` /B'X6' rt. \ , PUBLIC WATER DOWELL 3� U4 �s D.WI O. , aaca WELL MEETS AND BOUNDS BY DRY 1150' FROM SEPTIC SYSTEM DETAILPECONIC SURVEYORS SEPTIC �Q N DP DPco O0 o Q OQ I LP LP CA N .T. a DATED J U �Y 2 � 2 013 � CATCH BASIN fl m\7 �/ w/B'X6' LSP rLPP �rI ?ORT) V TO REMAIN l EP 1 EP I MINIMUM SEPERATiON DISTANCE TO SEWAGE DISPOSAL SYSTEM NOTES0 ONSITE TRUv N , / 1 EP I , 777.94 OF CO TRU [ON I _ PROPOSE LAUREL TRAIL BUILDING WELLS(1) ('� O 1. DISTANCES BETWEEN LEACHING POOLS AND WELLS ARE BASED UPON DEPTH OF THE WELL(S) INVOLVED OR REALTY SUBDIVISION � REQUIREMENTS.REFER TO"STANDARDS AND PROCEDURES FOR PRIVATE WATER SYSTEMS". 1` , i\� FROM THE PROPERTY WATER LEACHING STORM PUBLIC PRIVATE SURFACE SWIMING .r • ��� NEAREST PART OF LINES LINES (3) POOLS DRAINS WATER(2) POOL 2. DISTANCES BETWEEN LEACHING POOLS AND WETLANDS ARE SUBJECT TO APPROVAL BY THE NEW YORK STATE DEPARTMENT OF CELLAR SLAB R, ENViROMENTAL CONSERVATION PRIOR TO ISSUANCE OF SUFFOLK COUNTY APPROVAL. 0 R = 25°00'SEPTIC TANKS 10' 5' 5' 10' 8' 20' 175' 75' 75' 20' 3. IF PROVEN TO BE ABSOLUTLY NECESSARY,WATER LINES MAY BE APPROVED WITHIN 10 FEET OF A SEWAGE DISPOSAL SYSTEM. c u u PROVIDED THE WATER LINE iS PROTECTED FROM CONTAMINATION OR DISTURBANCE(eg.INSTALLATION OF LINE INSIDE A L ,?3.94 o rn ai LARGER DIAMETER LINE FOR PROTECTION). o r=+ '� i LEACHING POOLS 10' 1(y 5' 10' 8' 20' 200' 100'1150' 100' 20' 4. INCREASED DISTANCE MAY BE REQUIRED BASED UPON SiTE CONDITIONS. c rn Tr, �� v LEACHING POOL NO CLOSER THAN EXISTING 20' 10 10 5' 10 B 20 200 E L C 0 U ADDITION POOL OR 100' L PUBLIC WATERV. ' n v SEPTIC TANK LEACHING POOLS SEWER LINE REQUIREMENTS ' ` , . cri NOTES: NOTES: 1).MINIMUM SEPTIC TANK CAPACITIES iS 2000 GALLONS. 1).MINIMUM LEACHING SYSTEM IS 2 DISTRIBUTION POOLS;4'DEEP,8'DIA., NOTES: U .n. 4 LEACHING POOLS:4'DEEP,8'DIA. 1),ALL SEWER LINES SHALL BE A MINIMUM OF FOUR INCHES IN DIAMETER. 2).CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 psi AT VACANT VACANT THROUGH THE 28 DAYS. 2). LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE 2).THERE SHALL BE A LENGTH OF CAST-IRON SEWER LiNE EXTENDING W OR EQUAL). FOUNDATION TO A POINT A MINIMUM OF TWO FEET BEYOND THE FOUNDATION WALL. 3 #T 3).WALL THICKNESS SHALL BE A MINIMUM OF 3".A TOP THICKNESS OF 6"AND A BOTTOM THICKNESS OF 4".ALL WALLS,BOTTOM AND TOP SHALL CONTAIN 3).ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). 3).THE SEWER LINE FROM THE BUILDING CAST-IRON PIPE TO THE SEPTIC TANK AND REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf, TO THE LEACHING POOL(S)SHALL MEET OR EXCEED COMMERCIAL STANDARDS 4).A MINIMUM DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE CLASS 2400 SEWER PiPE,OR ASTM STANDARDS FOR PLASTIC SEWER PIPE WITH A 4).ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. MAINTAINED. MINIMUM SDR 35 RATING, 5 .THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH A 5).AN B'MIN.DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL 4).SLIP-RING CONNECTORS OF THE PROPER TYPE SHALL BE USED AT THE CAST-IRON GENERAL: W DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A MAX.TOLERANCE OF LL E IN ON A MINIMUM 3"THICK BED OF COMPACTED B€MAINTAINED. JOINT. �;%� SIGNIFICANT RISK FOR BASEMENT SEEPAGE ER FLOODING,CAUSE TION O S FLOODING OF GROUNDWATER,OR INTERFERE WITfH THE OPERATION OF SUBSURFACE Ir�`i /� SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACIE STRUCTURES, U SAND OR PEA GRAVEL. 5).THE SEWER LINE FROM THE BUILDING TO THE SEPTIC TANK SHALL HAVE A MINIMUM ..� 150' FROM �,,' DRY WELLS MUST BE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION y. 0 DISTRIBUTION BOXES SEPTIC,�:'' WILL NOT COMPACT THE EAS BELOW THE DRY WELL.FINALLY,A DRY WELL b).A 10'MIN,DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED- PITCH OF ONE-QUARTER INCH PER FOOT AND ACLEAN-OUT OR MANHOLE EVERY �'` i 50' FROM SHOULD 8E PROTECTED BY EASEMENT,DEED RESTRICTION,ORDINANCE.OR OTHER � FIFTY(50) FEET. , LEGAL MEASURES THAT PREVENT ITS NEGLECT,ADVER5E ALTERATION,AND REMOVAL. SEPTIC THE BOTTOM OF THE DRY WELL MUST BE AT LEAST;2 FEET ABOVE SEASONAL HIGH NOTES: 1). TABLE OR BEDROCK AND BE AS LEVEL AS POSSIBLE TO UNIFORMLY 1}.THE BASE AND WALLS OF THE DISTRIBUTION BOX SHALL BE MONOLITHICALLY 6}.THE SEWER LINE FROM THE SEPTIC TANK TO THE LEACHING POOL(S)SHALL HAVE A ► CONSTRUCTED OF APPROVED REINFORCED CONCRETE,FIBERGLASS,OR PLASTIC MINIMUM PITCH OF ONE-EIGHT INCH PER FOOT, olSrRteu7E RUNOFF wFa7RA71vN vvERsusGRAD,E svlLs. GRADING a AD I N G AND BACKFILLING AND INSTALLED IN ACCORDANCE WiTH MANUFACTURER'S INSTRUCTIONS iN CONSTRUCTION: N FINAL 1.J I ADDITION TO THESE REQUIREMENTS. 7).SEWER LINE TRENCH(ES) SHALL BE FIRMLY TAMPERED.ALL BACKFILL SHALL BE FIRMLY NOTES: FOR DRY WELIS,PROTECTION OF THE SUBGRADE SOILS FROM COMPACTION BY �t TAMPERED BY HAND ABOUT THE PIPE,THE PIPE(S)SHALL BE SECURELY CEMENTED AT PRIOR TO ITS C EQUIPMENT ANDCONTAMINATIONAREATBEUSED AND CLOGGING ARE VITAL 1).FINAL INSPECTION: PRIOR TO ITS CONSTRUCTION,THE AREA TO 8E USED FOR THE DRY WELL SHOULD R 2).ALL OUTLETS FROM THE DISTRIBUTION BOX SHALL BE AT THE SAME LEVEL TO THE POINT OF ENTRY INTO THE SEPTIC TANK AND LEACHING POOL(S), CORDONED AFF IN PREVENT CONSTRUCTION EQUIPMENT AND STOCKPILED MATERIALS FROM COMPACTING THE SUBGRADE SOUS.DURING PRY WELL CONSTRUCTION, 1 PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTIH SUBGRADE SOIL COMPACTION V AT THE TIME OF COMPLETION,THE SYSTEM SHALL BE LEFT VISIBLE FOR INSPECTION. INSURE THE EVEN DISTRIBUTION FLOW. AND SEDIMENT CONTAMINATION.ALL EXCAVATION SHOULD BE PERFORMED WITH THE PRIOR TO INSPECTION,THE BOTTOM OF THE PIPE TRENCH SHALL BE BACKFILLED 8).THERE SHALL BE NO BENDS IN THE SEWER LINES TO THE SEPTIC TANK.iF BENDS ARE WITH GRANULAR MATERIAL AND STABILIZED TO PROVIDE A FIRM BEDDING.THE 3).TO MINIMIZE FROST ACTION AND REDUCE THE POSSIBILITY OF MOVEMENT ONCE UNAVOIDABLE,THEN,FOR BENDS WITHIN THE FIRST TEN FEET FROM THE HOUSE PROPERTY LINES SHALL BE"STAKED"IN ORDER TO ASCERTAIN THAT THE SYSTEM T BE SET N A BED OF SAND pR PEA FOUNDATION,THE SEWER LINE SHALL BE CONSTRUCTED OF CAST-IRON FROM THE SITE PLAN LIGHTEST PRACTICAL EXCAVATION EQUIPMENT.ALL EXCAVATION EQUIPMENT SHOULD r,/q 8E PLACED OUTSIDE THE LIMITS OF THE DRY WELL. P€ TO HELP PREVENT SUBGRADE SOIL CONTAMINATION AND CLOGGING BY SEDIMENT, � IS LOCATED ON THE PROPERTY IN ACCORDANCE WITH THESE STANDARDS. INSTALLED,DISTRIBUTION BOXES MUS O GRAVEL AT LEAST 12 INCHES THICK. HOUSE FOUNDATION UP TO AND INCLUDING THE BEND.LONG SWEEP ELBOWS SHALL BE USED AND BENDS SHALL NOT EXCEED FOURTY•FIVE(45) DEGREES AS MEASURED DRY WELL BE CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION ON 2). BACKFiLL AND GRADING: (��^L�: 11 201_01 SHOULD RILE O PERMANENTLY DRAIN O THE DRY WELL ARE ST AT MAY 4).THE DROP BETWEEN INLET AND OUTLET INVERTS SHALL BE AT LEAST TWO INCHES. ALONG THE AXIS OF THE STARTING PIPE,FOR BENDS FURTHER THAN TEN FEET FROM J R'1 VV TEMPORARILY TR PERMANENTLY DRAIN NEED, SIDE WELL ARE STABILIZED.THIS / DELAYED CONSTRUCTION EMPHASIS THE NEED,AS LDESCRIBED ABOVE,TO CORDON THE COMPLETED SYSTEM SHALL BE BACKFILLED ANIS COVERED WITH SUITABLE SOIL THE HOUSE FOUNDATION AN APPROVED MANHOLE COVER OR CLEANOUT SHALL // OFF THE DRY WELL AREAS) RI PRE-VENT SITE CONMRACTIJON BY CONSTRUCTION EQUIPMENT FOLLOWING APPROVAL TO DO SO BY THE DEPARTMENT OF HEALTH.THE PROPERTY A BAFFLE 15 REQUIRED AT THE INLET SIDE OF THE BOX WHEN THE PITCH OF THE SHALL BE GRADED SO AS TO MINIMIZE SURFACE DRAINAGE INTO THE SYSTEM.A PIPE FROM THE SEPTIC TANK TO THE BOX EXCEEDS ONE-HALF INCH PER FOOT. BE INSTALLED. AND MATERIAL STORAGE DURING OTHER SITE GANISTRucrlaN ACTIVITIES.SIMILARLY, MAXIMUM FiVE PERCENT SLOPE SHALL BE MAINTAINED FOR A MINIMUM OF TWENTY � USE ET THE DRY E FINAL A SIGN ELEV BASIN IS STRONGLY DISCOURAGED.WHERE 5).THE DISTRIBUTION BOX SHALL HAVE A MINIMUM INSIDE DIAMETER OF FOUR FEET, 9).ALL SEWER LINES SHALL BE STRAIGHT,WHEN SECTIONS OF PIPES ARE USED,THEY ...+ UNAVOIDABLE,EXCAVATION FOR THE SEDIMENT D WI SHOULD T RMINIMUM OF 2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THIE DRY WELL BOTTOM. (20)FEET HORIZONTALLY FROM THE NEAREST EDGE OF THE LEACHING POOL(S) SHALL BE OF THE SAME MATERIAL AND CONNECTED WITH COUPLINGS OF THE SAME ACCUMULATED SEAT DIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE BEFORE TAPERING OFF TO PREVENT SEEPAGE OF THE LEACHATE THROUGH THE TOE MATERIAL.THE COUPLINGS SHALL BE SECURELY INSTALLED AND WATERTIGHT. AFTER SOILS CONSTRUCTION DRY WELL E DRY W,WHICHRkA SHOULD BE ESTABLISHED ONLY OR EDGE OF THE SLOPE.STEEP GRADES FURTHER THAN TWENTY (20)FEET FROM THE 6). DISTRIBUTION BOXES WITH BOTTOMS MORE THAN FOUR FEET IN DEPTH FROM FINISHED GRADE ARE NOT PERMITTED. DIRECTIONAL CHANGES THROUGH THE USE OF APPURTENANCES MAY BE PERMITTED AFTER CONSTRUCTION WITHIN THE DRY WELL'S OR;AI G ARE IS COMP AND DRAINAGE AREA STABtLiZEp. LEACHING POOL(S)SHALL BE STABILIZED PURSUANT TO CODES. iF ABSOLUTELY NECESSARY, 1F DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA Is 3 .RETAINING WALLS; 7).THE DISTRIBUTION BOX SHALL BE PROVIDED WITH TWENTY-FOUR(24)INCH STABILIZED,DIVERSION PIPING OR OTHER SUITABLE'MEASURES ALL RU O DIAMETER,LOCKING,WATERTIGHT PROVIDED AND INSECT-PROOF TWENTY-FOUR COVER 10).WHEN USING MORE THAN ONE TYPICAL LEACHING POOL,ALL SEWER LINES FROM SEDIMBE ENT DURING ALL PHASES OF CONSTRUCTION,TO DIVERT ALL RUNOFF AND SEDIMENT AWAY FROM THE PRY WELL,THESE DIVEIR510N MEASURES SHOULD NOT W CASES WHERE A MAXIMUM FIVE PERCENT SLOPE CANNOT BE MAINTAINED,THE THE DISTRIBUTION BOX TO THE POOLS SHALL BE SET IN THE DISTRIBUTION BOX BE REMOVED UNTIL ALL CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE AREA DRAWN: MH%MS TO GRADE. AT THE SAME ELEVATION• 15 COMPLETED AND THE DRAINAGE AREA D IN STABILIZED, UTILIZATION OF RETAINING,OR OTHER MEANS,MAY BE APPROVED-IN SUCH CASES, DRY WELLS TO BE 10' MIN, STONE FILL AGGREGATE SHOULD SE PLACED IN LIFTS AND COMPACTED USING PLATE SCALE: 1I4"-1'�O" THE RETAINING WALLS,OR OTHER MEANS SHALL BE REVIEWED BY ARCHITECT. AWAY FROM HOUSE COMPACTORS.A MAXIMUM LOOSE LIFT THICKNESS'OF 12 INCHES IS RECOMMENDED. JOB#: PRETREATMENT. November 25,2013 AS WITH ALL OTHER BEST MANAGEMENT PRACTICES,PRETREATMENT CAN EXTEND THE # 0 FUNCTIONAL LIFE OF A DRY WELL WHILE GENFRALILY NOT A SIGNIFICANT SOURCE OF SHEET NUMBER: d O c 0 RUNOFF POLLUTION,ROOFS CAN NEVERTHELESS BEE THE SOURCE OF PARTICULATES AND ORGANIC MATTER AND,DURING SITE CON5TRUCTiION,SEDIMENT AND DEBRIS. THEREFORE,ROOF GUTTER GUARDS AND/OR SUNgPS OR TRAPS(EQUIPPED WITH CLEAN-OUTS)IN CONDUITS TO A DRY WELL SHOULLD BE INCLUDED WHEREVER PRACTICAL TO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES PAINTER TO PRIME AND FAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS, THAT CAN ENTER THE DRY WELL. S. 1 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 O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. r REVISIONS: 71'-6" 0. 10'-0" 3'-1" 66'-11" '-6' 3'-91/4" 8'-21/" 11'-93/4" 14'-0" 11'-93/4" 11'-23/4" 6'-11/4„ 17'--91/4" 26'-0" 10'-93/4" 12'-4" DECKS: 5/04 IPE DECKING OVER ACQ SLEEPERS,PITCHED 1/8":I'-0"AWAY FROM BLDG. INSTALL SLEEPERS OVER EPDM &3/4"AC EXTERIOR SHEATHING. ----------------------- s EPDM TO RUN UP SIDE WALLS O O �' �. 24".PROTECT WALL INTERSECTIONS, SHARP INTERSECTIONS AND PERIMETERS co co WITH LEAD-COATED COPER OVER EPDM. ' INSTALL AS PER MFGRS.INSTRUCTIONS. �. PROVIDE 4"PVC DRAINS TO CONNECT TO OVL4830 FWG80611R 2�C6 REMOTE DRYWELLS(TYPICAL) :2X6 PLATE 2-ACW2844 ACW2434 FWG80611P (ABOVE) FWG80611R ACW2434 PLA�fi W (3)2X8 HDR, (3)2X8 HDR. � �� - - 3)2X8 HDR. O (3)1-3/4X9-1/2 ML HDR. (3)1-3/4X9-112 ML HDR. • (3)1-3/4X9-1/2 M!HDR. 0 N N CSI O �¢ i H N x a O 2X6 PLATE "' 1n CO No. 3 ".i , , , » , „ , » 170 N , „ , , In , „ -- ` ,/'/' ' / /'i ' ., 6'-71/2" 3 -0 5 -0 "' 14 -61/2 14 -61/2 x 5 -1 0 13 -1 '-6' '/ ' %` %` o W O -------------- - BATH • r BEDROOM No. 2 BEDROOM No. 3 CD `WALL - _ I oo x BEDROOM No. 4 - � zx6 WA!! / I a N 1 O N o. 2 - I o _ 5 -71/z -71/2 00 �3AI2 c� i 'S_'' F' C1 I N W LL c N N 10+ [V CV I I� x 1 I i I N I lj Ln CC I 4 - - - - — - — - - 2X6 BEARING WALL 2'-6" 2X6 BEARING WALL 2'-6" 2'-6" V-4" 2X6 BEARING ALL 4 ML�H BEAM (?t ¢ I (0 `, FRE (2)2X8 HDR. (2)2X8 HDR (J2) X8 HDR. )2X8 HD . I a � I A + c� (N GRILLES) I I i .---------- >uj > 1 _ TRA OM ABOVE _ _ I I _ - - I 1 0 0 M I HALL I 00= Ce 2" 23'-61/2" d 3'-0„ �Ir 7'-51/2" I `t ----------; N W 00 2X8 HDR. ( 2X8 R. 1 )2X8 HD O C6 BEARING WALL 2'-6" X6 BEARING WAL - 2'-6" 2 6 BEARING WALL 2'-4" • _ + U (2)11- /4X9-1/2 ML FLUSH BEAM - ATH No. 4 ` _ M ----------- `1 _Q '-1» 4'-101/2" 4'-101/2» En cV a 2'-4" N i�J �" i I /p 2' 8" 7'-41/T 4' 2" N 15' 0" 14' 7" 9' 6/" _ oI'M'M N H Lu o, v' �� LOFT - - - --- ------ ----- --- = - - 1 w N d H Lu u N as SQA o �, `� ¢ --- ------ ----- --- X BEDROOM No. 6 M~ cis �+ _ I - I r....a BATH °0 3'0" N x --- -- - - ----- ---- D r o`Oo ti� o, f i No. 5 • -----____-- `j BEDROOM No. 5 D - --- -----_ _--------- r 2X6 WALL RECREATION ROOM` .n �; x N - - - --- - -------- I 11'-83/4» 10'-01/2» v --- ------ ----------- 10 ,/ i O 9 r' 2X6 WALL 7'-101/2» 6' 00 O 2X6 WALL 2X6 PLATE \ j �. !' �� %/' ,i i '% '" i O '. (3)ZX8 HDR. i x 4f XID DEAo r = `� �� �� i ` " i'i ./ i i `% % ,'''/' (3)2X8 HDR. N i. (3)ZX8 HDR. TEMPERED ;w j'. w i (3)2X8 HDR. 2X6 N �i 2X6 PLATE j'/',. PLATE d+ o 2-A W2844 2X61 �� 2-ACW2844 OVL4830 2-AC 2844 �� 2-ACW2844 .' n � . . X U PLATE (ABOVE) 0 ,=,r �n �y CT Q 1~ � cu Lo ad rr r' a� OR, X11 + Ca Ln U Ca m 6'� Fc c�., 3'-6" 3'-6" 8'-101/4" 15'-5" 9'-101/4» 3'-6" 3'-6" 10, 11'-11/4 7)- 1 -9 34'—11/2 1 -9 7 -0 10'-71/2" W o' 2 --' F, 1).CEILING HEIGHT AT 9'-0'. 6).ALL MULLS ARE TO BE PROVIDED WITH 2-2X DF#2 STUD POSTS ^' _.--......__�l'.__ � '` i_, r j UNLESS OTHERWISE NOTED. 2ND. F PLAN 2). EXTERIOR WALLS TO BE FRAMED WlITH 2X6 DF#2 STUDS AT 16"O.C.. 7).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 i OCT 2 8 2014 1 1 S SCALE: ��� _ �� 3).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. AND 2X4 WALLS AT R13. ` i E W / 4).PROVIDE 3-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS 8).INSULATE CEILINGS WITH R30 INSULATION.ALL CATHEDRAL --: ----- (� PROJECT N 0 RTH OTHERWISE NOTED.ALL OPENINGS;OVER 3 FT.TO HAVE 2 JACK STUDS SECTIONS TO BE PROVIDED WITH A P AIR SPACE BETWEEN ROOF ON EACH SIDE OF OPENING.PROVIIDE 3 JACK STUDS ON EACH SIDE FOR SHEATHING AND INSULATION.ALSO PROVIDE 1-1/2"THICK FOAM _.Tl. _: '''I P __ x N LIVING AREA: 2532.9 SQ. FT. MICROLAM HEADERS. INSULATION 1'-0"FROM EXTERIOR WALL PLATE INTO HOUSE ON _ r~ CATHEDRAL ROOF PARTS. QI ACTUAL NORTH ATTIC: 727.9 SQ. FT. 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE I��I APPLICABLE,PROVIDE DEBRI-PROTEICTION PANELS WITH FASTENING 9).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEET ROCK. , HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. BATHROOMS TO BE MOISTURE RESISTANT. DECKS: 230.0 SQ. FT. AAS V 10). INSTALL SMOKE AND CO DECTORS PER CODE. ti a DRAWN: MH/MS SCALE: 1/4"=T-0" , JOB#: October 28,2014 ' SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCIHI TECT 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.5 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS A',T 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 ELECCTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. 7 REVISIONS: SITE DATA: SCTM # 1000-126-13-03 -y� ( / , �/�- SEQUENCE 0 F PROJECT: ROOF AREA: 641$ SQ. FT. ��' V�� Pz !`( 1 Q��1 1 SITE CLEARING:CLEARANCE OF MINIMUM SITE WORK AS NEEDED. INSTALL BERMS, HAYBALES,SILT FENCING AS REQUIRED. RUNOFF DESCRIPTION: SQ. FT. AREA: LOT COVERAGE: EXCAVATE: FILL: DRIVEWAY AREA: 2560 SQ. FT. LENGTH OF CONSTRUCTION. EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS ° l PROTECTION TO BE MAINTAINED DURING LE AT 100/o WATER RUNOFF: 1072 CU. FT. OF UNDERGROUND WIRES,CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY COMPANIES THAT THE (2 IN, RAIN PER HOUR) AT 100% WATER RUNOFF: 427.5 CU. FT. f AREA IS CLEAR. CLEAR THE SITE AT LEAST 20-25 FEET(IF APPLICABLE) FROM THE PROJECT PERIMETER. DO NOT CLEAR OR EXCAVATE PROPERTY: 32,023 SIQ. FT. 0.7 ACRES (2 IN. RAIN PER HOUR) a LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION; DISTURB VEGETATION ONLY AS NEEDED,THEN RESEED OR REPLANT AS SOON A5 PRACTICAL.LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SITE-DO NOT DRIVE OVER UNCLEARED AREAS. PROTECT UNCLEARED PROVIDE 5 8' DIA. X 6' DEEP DRYWELLS \ AREAS WITH FENCING OR OTHER BARRIERS. PLACE BARRIERS AROUND THE DRIP-LINE OF TREES TO PREVENT INJURY TO THE ROOT ESTIMATED AREA OF 6,300 SQ. FT. O \ SYSTEM. IF A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE CONSTRUCTION BEGINS,A TEMPOARY GRAVEL DRIVEWAY SHOULD BE GROUND DISTURBANCE: PROVIDE (2) 8'DIA. X 6' DEEP DRYWELLS �..,. INSTALLED WHERE VEHICLES ENTER THE JOB SITE. D ve DRYWELLS CAPACITY: 1267 CU. FT. DRYWELLS CAPACITY: 507 CU. FT. 2 POLLUTION CONTROL:CONSTRUCTION DUMPSTER AND PORTALAV TO BE ON SITE AND MAINTAINED DURING LENGTH OF PROJECT. PROPOSED HOUSE: 3712,OSQ. FT. 11.6% 3 SOIL CONTROL: EXCAVATED SOIL TO BE RETAINED ON SITE AS INDICATED ON SITE PLAN. RETAIN AS MUCH TOP SOIL AS POSSIBLE TO " PRESERVE THE ENVIROMENTAL QUALITY OF THE PROJECT SITE. EXCESS FILL TO BE SHIPPED OFF SITE.CONTRACTOR AND EXCAVATOR SHALL INSPECT PROPERTY FOR EXISTING UTILITIES BEFORE EXCAVATION BEGINS.ANY DIGGING WITHIN 24 ICHES OF UTILITY MUST BE PROPOSED PORCHES: 1034.1 SQ. FT. 3.3% OPEN SPACE DONE BY HAND.WHEN THE TOP SOIL IS PRESERVED,TILL THE SOIL FIRST,AND THEN REMOVE TO A SAFE LOCATION WITH A FRONT END LOADER.PROTECT GRASS,TREES AND OTHER PLANTS WHENEVER POSSIBLE. EXCAVATION SHOULD BE AS LEVEL AS POSSIBLE. SET ELEVATION BENCH MARK PRIOR TO EXCAVATION.OVER DIG VACANT FOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR A WELL-DRAINING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK. A). IF THE DEPTH OF EXCAVATION IS 6 FEET OR LESS, OVER DIG BY 3-4 FEET. L - 167.96' R = 200.001 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. PROPOSED POOL: 800 SQ,. FT. 2.5% 35.201 HILLSIDE EXCAVATION: EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE-THE ANGLE AT WHICH THE SLOPE IS STABLE,USSUALLY 1O, BACK TO A SLOPE OF 2:1 (VERIFY SOIL CONDITIONS). 5 O A).AN UNSHORED VERTICLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. ��J 4 STORM WATER RUNOFF CONTROL: INSTALL DRYWELLS (AND SEPTIC IF NEEDED) DURING CONSTRUCTION. GUTTERS AND DOWN SPOUTS �� FROM TO BE IMMEDIATLY INSTALLED AT TIME OF COMPLETION OF ROOF.ALL DOWNSPOUTS TO BE PIPED TO DRYWELLS AT THIS TIME. SEPTIC FROM UNDERGROUND HOOKUPS(ELECTRIC,WATER,GAS, ETC.)TO BE INSTALLED. TOTAL: 5546.1 SQ. FT. 17.3% 5 PROJECT COMPLETION: FINAL GRADE TO CONTROL RUNOFF DIRECTION TO STAY WITHIN SITE.PITCH GRADE ALONG PERIMETER (WHERE POSSIBLE) OF LAND DISTURBANCE AWAY FROM NEIGHBORING PROPERTIES AND ROADWAYS. INSTALL CATCH BASINS WITHC� DRYWELLS AS REQUIRED TO CONTROL RUNOFF THAT CANNOT STAY WITHIN DISTURBED AREA. w F-�-i P TFORM O W MOT TUB INSfAII HOSE � - J� BBONPOT _o N IN-GROUNDPOOL ' W Q OUNITE 1, i ' 8'X4' �SEPTIC SYSTEM LOCATION: 1�1 PROPOSED SEPTIC SYSTEM DETAIL DRYWELL SYM.: DESCRIPTION: LOC. A: LOC. B: HOUSE (NOT TO SCALE) W' ELEV.+1,5' \ D.W• � � DRYY WELL O � ST 2000 gal. SEPTIC TANK 22.6' 56.6' 7 D•W FINISHED GRADED,N( �• O FINISH GRADE B'x6'\ ` DRYWELL DP 1 T dia. X 4' deep DISTRIBUTION POOL 36.8' 58.7' EELEV.D,o ELEV.0.0' \ 1L3 13 1 TOP EL, 1A' 1'MIN. TOP EL.-1.8' 1'MIN POOL EOUPMENT / , COVERED PORCH DP 2 8 dia, X 4 deep DISTRIBUTION POOL 32.5 65.9 PRIVNE, „ fERVICE:MIN.30-P 6 1 \ rrooE NEnreR MIN.4"DIA. 4 1 \ ' CONNECT VIA Gti) / Z::l SEPTIC :- d's. LP 1 8' dla. X 4' dee LEACHING POOL 38.5' 50.8' APPROVED PIPE APPROVED PIPE DISTRIBUTION `' 8'x6' P INV.EL. TANK POOLS LEACHING E L 1 DWELLING \, min.PITCH 1/4'/1' I DRYWELL min. PITCH 111!8"/1` POOLS 4'-0" I 3'CLEAN 16 INV.EL.-2.6' , ^.„;4 1 PUBLIC WATER 15 EPROM LP 2 8' dia. X 4' deep LEACHING POOL 44.2' 55.2' INV.EL.-2.0' INV.EL. Fes- SAND x 3 2.5' 3, ; COLLAR ',,I D.W \ 1; LP 3 8' dia. X 4' deep LEACHING POOL 43.5' 63.1' '- $' -8' '� MIN. I evx& .. -1D -1 ° 2 STORY FRAMED HOUSE `• �I I GARAGE ; 35(� \ ...,..... 1 DRYWELL \ LP 4 8' dia. X 4' deep LEACHING POOL 39.8' 69.9' (Z)DISTRIBUTION POOLS 8'7X4BOT. EL.-5.9' GROUND WATER ♦ r /30.0' (4)LEACHING POOLS 8'X44' (NONE DETECTED) DWELLING COVERED PORCH �T ar Q,y a CATCH BASIN � 1 � X0°1 o 13 w/B'X6' \ PUBLIC WATER ti� L DRYWIELL J _ 3y� D.W - F-�� U0 �4 it �fpy�lT a U B'X6' MEETS AND BOUNDS BY : �, R,L DRYWELL '� � � H PROPOSED SEPTIC SYSTEM DETAIL PECONIC 15SEPTC �PoDP, DP Nc SURVEYORSr. o o NO LP LP , `./ 00 N .T.S. DATED JULY 26, 2013 `-,� DRYWELL 4 CATCH BASIN O2 �• w/B'X6' © 0 1 W MINIMUM SEPERATION DISTANCE TO SEWAGE DISPOSAL SYSTEM c5`., PN 1' TOREINI EP ( EP 1 - M OOF'CE SIAUCTIONN I EP I t _ ` 777.94' BUILDING WELLS(1) ~ ♦ ' � - � � PROPOSE LAUREL TRAIL oo{ `• WM 1. DISTANCES BETWEEN LEACHING POOLS AND WELLS ARE BASED UPON DEPTH OF THE WELL(S)INVOLVED OR REALTY SUBDIVISION REQUIREMENTS.REFER TO"STANDAIRDS AND PROCEDURES FOR PRIVATE WATER SYSTEMS". i FROM THE CELLAR SLAB PROPERTY WATER LEACHING STORM PUBLIC PRIVATE SURFACE SWIMING � 8. r NEAREST PART OF LINES LINES(3) POOLS DRAINS WATER(2) POOL 2. DISTANCES BETWEEN LEACHING POOLS AND WETLANDS ARE SUBJECT TO APPROVAL BY THE NEW YORK STATE DEPARTMENT OF f� ENVIROMENTAL CONSERVATION PRIOR TO ISSUANCE OF SUFFOLK COUNTY APPROVAL. R ' SEPTIC TANKS 10' 5' 5' 10' 8' 2D' 175' 75' 75' 20' 3. IF PROVEN TO B£ABSOLUTLY NECESSARY,WATER LINES MAY SE APPROVED WITHIN 10 FEET OF A SEWAGE DISPOSAL SYSTEM, - ��•O0 1• N PROVIDED THE WATER LINE IS PROTTCTED FROM CONTAMINATION OR DISTURBANCE(eg.INSTALLATION OF LINE INSIDE AL 23•9^1 [� 0 LARGER DIAMETER LINE FOR PROTE(CTION). `t x G LEACHING POOLS 10' 10' 5' la 8' 20' 200' 100/150 v 100' 20' Lr� u O 1•rj t-{ G � 4. INCREASED DISTANCE MAY BE REQUIIRED BASED UPON SITE CONDITIONS. cn o LEACHING POOL 10' s' zo' 200NO CLOSER THAN EXISTING 20' to 10' sO A U E L C 0 � j R T w L - ADDITION POOL O IDD ��.} �x r� - J"l � � � � POOLS PUBLIC WATER SEPTIC TANK LEACHING SEWER LINE REQUIREMENTS � ` NOTES: NOTES: \-�F� 1).MINIMUM SEPTIC TANK CAPACITIES 15 2000 GALLONS. 1),MINIMUM LEACHING SYSTEM IS 2 DISTRIBUTION POOLS;4'DEEP,V DIA., NOTES: Lo 4 LEACHING POOLS;4'DEEP,8'DIA. 1).ALL SEWER LINES SHALL BE A MINIMUM OF FOUR INCHES IN DIAMETER. u mLn x rn COMPRESSIVE STRENGTH OF 3000 psi AT v CU 2).CONCRETE SHALL HAVE A MINIMUM p ""�:=.. N 28 DAYS. 2). LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE 2).THERE SHALL BE A LENGTH OF CAST-IRON SEWER LINE EXTENDING THROUGH THE VACANT VACANT c, , (OR EQUAL). FOUNDATION TO A POINT A MINIMUM OF TWO FEET BEYOND THE FOUNDATION WALL. W 3).WALL THICKNESS SHALL BE A MINIMUM OF 3",A TOP THICKNESS OF 6"AND A or C# 3). G BOTTOM THICKNESS OF 4".ALL WALLS,BOTTOM AND TOP SHALL CONTAIN 3).ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). 3).THE SEWER LINE FROM THE BUILDING CAST-IRON PIPE TO THE SEPTIC TANK AND REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. TO THE LEACHING POOL(S)SHALL MEET OR EXCEED COMMERCIAL STANDARDS 4),A MINIMUM DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE CLASS 2400 SEWER PIPE,OR ASTM STANDARDS FOR PLASTIC SEWER PIPE WITH A 4).ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. MAINTAINED. MINIMUM SDR 35 RATING. 5).THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH A 5).AN 8'MIN,DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL 4).SLIP-RING CONNECTORS OF THE PROPER TYPE SHALL BE USED AT THE CAST-IRON ', i GENERAL: � FL1 MAX.TOLERANCE OF+/-1/4")ON A MINIMUM 3"THICK BED OF COMPACTED BE MAINTAINED. JOINT. DRY WELLS MUST NOT BE USED WHERE THERIE INSTALLATION WOULD CREATE A [� SIGNIFICANT RISK FOR BASEMENT SEEPAGE O)R FLOODING,CAUSE SURFICIAL FLOODING OF GROUNDWATER,OR INTERFEERE WITH THE OPERATION OF SUBSURFACE SAND OR PEA GRAVEL. , �,i SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSSURFACE STRUCTURES. 5).THE SEWER LINE FROM THE BUILDING 70 THE SEPTIC TANK SHALL HAVE A MINIMUM . ISS FROM i,• DRY WELLS MUST BE LOCATED AND CONFIGLURED WHERE THEIR CONSTRUCTION O DISTRIBUTION BOXES PITCH OF ONE-QUARTER INCH PER FOOT AND A CLEAN-OUT OR MANHOLE EVERY 150' FROM SEPTIC '' WILL NOT COMPACT THE SOILS BELOW THE LDRY WELL FINALLY,A DRY WELL 6).A 1D'MIN.DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL 8E MAINTAINED. �'' SHOULD BE PROTECTED BY EASEMENT,DEED RESTRICTION,ORDINANCE,OR OTHER FIFTY(5D)FEET. ��.� NOTES: SEPTIC ,,.�•' LEGAL MEASURES THAT PREVENT ITS NEGLEC'[T,ADVERSE ALTERATION,AND REMOVAL. 1).THE BASE AND WALLS OF THE DISTRIBUTION BOX SHALL BE MONOLITHICALLY 6).THE SEWER LINE FROM THE SEPTIC TANK TO THE LEACHING POOL(S)SHALL HAVE A THE ER TABLETOM OF THE DRY WELL MUST LEVELLBE ATC LEAST 2 FEET ABOVE SEASONAL HIGH Q' CONSTRUCTED OF APPROVED REINFORCED CONCRETE,FIBERGLASS,OR PLASTIC MINIMUM PITCH OF ONE EIGHT INCH PER FOOT. ```� WATER R OR RUNOFF INFILTRATION N ASERSUI1 ASPOssI OI S. UNIFORMLY y FINAL GRADING AND BACKFILLING AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS IN DISTRIBUTE RUNOFF INFILTRATION OVER SUUBGRADE SOILS. qJ ADDITION TO THESE REQUIREMENTS. 7).SEWER LINE TRENCH(ES)SHALL BE FIRMLY TAMPERED.ALL BACKFILL SHALL BE FIRMLY CONSTRUCTION: NOTES: TAMPERED BY HAND ABOUT THE PIPE.THE PIPE(5)SHALL BE SECURELY CEMENTED AT FOR DRY WELLS,PROTECTION OF THE TAMUADE SOILS FROM COMPACTION T 1).FINAL INSPECTION: 2).ALL OUTLETS FROM THE DISTRIBUTION BOX SHALL BE AT THE SAME LEVEL TO THE POINT OF ENTRY INTO THE SEPTIC TANK AND LEACHING POOLS), PRIOR CONSTRUCTION ITS EQUIPMENT ANDE AREA O)BE USED AND CLOGGING ARE VITAL �} AT THE TIME I COMPLETION,THE SYSTEM SHALL BE LEFT VISIBLE FOR INSPECTION. INSURE THE EVEN DISTRIBUTION FLOW. PRIOR N D CONSTRUCTION,THE AREA TO)BE USED FOR THE DRY WELL SHOULD R Q PRIOR TO INSPECTION,THE BOTTOM OF THE PIPALL TRENCH SHALL BE BACKFILLED CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STOCKPILED MATERIALS FROM COMPACTING THE SUBGRADE SOILS.[DURING DRY WELL CONSTRUCTION, WITH GRANULAR MATERIAL AND STABILIZED TO PROVIDE A FIRM BEDDING.THE 8).THERE SHALL BE NO BENDS IN THE SEWER LINES TO THE SEPTIC TANK.IF BENDS ARE � PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUBGRADE SOIL COMPACTION PROPERTY LINES SHALL BE"STAKED"IN ORDER TO ASCERTAIN THAT THE SYSTEM 3).TO MINIMIZE FROST ACTION AND REDUCE THE POSSIBILITY OF MOVEMENT ONCE UNAVOIDABLE,THEN,FOR BENDS WITHIN THE FIRST TEN FEET FROM THE HOUSE AND SEDIMENT CONTAMINATION.ALL IPMEEXCAI T.ALL SHOULD BE PERFORMED WITH THE (, IS LOCATED I N THE PROPERTY E ACCORDANCE WITH THESE STANDARDS. INSTALLED,DISTRIBUTION BOXES MUST BE SET ON A BED OF SAND OR PEA FOUNDATION,THE SEWER LINE SHALL BE CONSTRUCTED OF CAST-IRON FROM THE SITE PLAN LIGHTEST OUTSIDE EXCAVATION THE DRY'WELL.ALL EXCAVATION EQUIPMENT SHOULD BE PLACED OUTSIDE THE LIMITS OF THE DRY'WELL. GRAVEL AT LEAST 12 INCHES THICK. HOUSE FOUNDATION UP TO AND INCLUDING THE BEND.LONG SWEEP ELBOWS SHALL TO HELP PREVENT SUBGRADE SOIL CONTAMIINATION AND CLOGGING BY SEDIMENT, BE USED AND BENDS SHALL NOT EXCEED FOURTY-FIVE(45) DEGREES A5 MEASURED DRY WELL CONSTRUCTION SHOULD BE DELAIYED UNTIL ALL OTHER CONSTRUCTION � 2).BACKFILL AND GRADING: 4).THE DROP BETWEEN INLET AND OUTLET INVERTS SHALL BE AT LEAST TWO INCHES. ALONG THE AXIS OF THE STARTING PIPE.FOR BENDS FURTHER THAN TEN FEET FROM 1 n 1 1 SHOULD RI DELAYED UNTIL PERMANENTLY OTHER C O-THE DRY W AREAS THAT MAY �I THE COMPLETED SYSTEM SHALL BE BACKFILLED AND COVERED WITH SUITABLE SOI! SCALE■ i ^" �O �O / TEMPORARILY TR PERMANENTLY DRAIN NEETHE DRY WELL ARE STABILIZED.THIS "1 FOLLOWING APPROVAL TO DO SO BY THE DEPARTMENT OF HEALTH.THE PROPERTY A BAFFLE IS REQUIRED AT THE INLET SIDE OF THE BOX WHEN THE PITCH OF THE THE HOUSE FOUNDATION AN APPROVED MANHOLE COVER OR CLEAN-OUT SHALL DELAYED CONSTRUCTION EMPHASIS THE ONAP AS DESCRIBED ABOVE,TO CORDON ��r+ SHALL BE GRADED 50 AS TO MINIMIZE SURFACE DRAINAGE INTO THE SYSTEM.A PIPE FROM THE SEPTIC TANK TO THE BOX EXCEEDS ONE-HALF INCH PER FOOT. BE INSTALLED, AN THE DRY WELL RAGE ) RI PREVENT SrITE CONSTRUCTION C CONSTRUCTION EQUIPMENT AND MATERIAL STORAGE DURING OTHER SITI'E[ONSTRUCTION ACTIVITIES.AMILARLY, USE OF THE DRY WELL AS A SEDIMENT BASIN I IS STRONGLY DISCOURAGED.WHERE MAXIMUM FIVE PERCENT SLOPE SHALL BE MAINTAINED FOR A MINIMUM OF TWENTY 5).THE DISTRIBUTION BOX SHALL HAVE A MINIMUM INSIDE DIAMETER OF FOUR FEET. 9).ALL SEWER LINES SHALL BE STRAIGHT.WHEN SECTIONS OF PIPES ARE USED,THEY (20) FEET HORIZONTALLY FROM THE NEAREST EDGE OF THE LEACHING POOL(5) UNAVOIDABLE.EXCAVATIONFINAL DES FOR THE TION I OF BASIN SHOULD BE A MINIMUM OF BEFORE TAPERING OFF LY PREVENT SEEPAGE OF THE LEACHATE THROUGH THE TOE SHALL BE OF THE SAME MATERIAL AND CONNECTED WITH COUPLINGS OF THE SAME 2 FEET ABOVE THE FINAL DESIGN ELEVATION I OF THE DRY WELL BOTTOM. BE EDGE AP THE SLOPE.STEEP GRADES FURTHER THAN TWENTY HR FEET FROM THE 6). DISTRIBUTION BOXES WITH BOTTOMS MORE THAN FOUR FEET IN DEPTH FROM MATERIAL.THE COUPLINGS SHALL BE SECURELY INSTALLED AND WATERTIGHT. SUBGRADE SOIL SEDIMENT D CAN THEN BE MM, HI WITHOUT BE EST DISTURBING THE FINISHED GRADE ARE NOT PERMITTED. DIRECTIONAL CHANGES THROUGH THE USE OF APPURTENANCES MAY BE PERMITTED SUBGRADE SOILS AT THE DRY WELL E DRY W E WHICH SHOULD BE ESTABLISHED ONLY AFTER CONSTRUCTION WITHIN THE DRY WEELL'S DRAINAGE ARE IS COMPLETED AND DRAINAGE AREA STABILIZED. LEACHING POOL(S)SHALL BE STABILIZED PURSUANT TO CODES. IF ABSOLUTELY NECESSARY. IF DRY WELL CONSTRUCTION CANNOT BE DEELAYED UNTIL ITS DRAINAGE AREA IS 3 .RETAINING WALLS: 7).THE DISTRIBUTION BOX SHALL BE PROVIDED WITH TWENTY-FOUR(24) INCH STABILIZED,DIVERSION PIPING OR OTHER SUUITABLE MEASURES SHOULD BE DIAMETER,LOCKING,WATERTIGHT AND INSECT-PROOF CAST-IRON COVER 10).WHEN USING MORE THAN ONE TYPICAL LEACHING POOL,ALL SEWER LINES FROM IN CASES WHERE A MAXIMUM FIVE PERCENT SLOPE CANNOT BE MAINTAINED,THE TO GRADE. THE DISTRIBUTION BOX TO THE POOLS SHALL BE SET IN THE DISTRIBUTION BOX UTILIZATION OF RETAINING,OR OTHER MEANS,MAY 8E APPROVED.IN SUCH CASES, DURING ALL PHASES OF CONSTRUOCTION TO DIVERT ALL RUNOFF AND SEDIMENT AWAY FROM THE DRY WELL.THESSE DIVERSION MEASURES SHOULD NOT BE REMOVED UNTIL ALL CONSTRUCTION WITTHIN THE DRY WELL'S DRAINAGE AREA DRAWN: MH/MS IS COMPLETED AND THE DRAINAGE AREA STAABILIZED, AT THE SAME ELEVATION. DRY WELLS TO BE 10'MIN, STONE FILL AGGREGATE SHOULD BE PLACED IIIN LIFTS AND COMPACTED USING PLATE SCALE: 1/4"=1'-0" AWAY FROM HOUSE COMPACTORS,A MAXIMUM LOOSE LIFT THICCKNESS OF 12 INCHES IS RECOMMENDED. JOB#: THE RETAINING WALLS,OR OTHER MEANS SHALL BE REVIEWED BY ARCHITECT. PRETREATMENT: November 2S,21}13 AS WITH ALL OTHER BEST MANAGEMENT PRA4CTICES,PRETREATMENT CAN EXTEND THE FUNCTIONAL LIFE OF A DRY WELL WHILE GEENERALLY NOT A SIGNIFICANT SOURCE OF SHEET NUMBER: 0 O C RUNOFF POLLUTION,ROOFS CAN NEVERTHEELESS BE THE SOURCE OF PARTICULATES AND ORGANIC MATTER AND,DURING S1TE CONSTTRUCTION,SEDIMENT AND DEBRIS. THEREFORE,ROOF GUTTER GUARDS AND/CDR SUMPS OR TRAPS(EQUIPPED WITH GLEAN-OUTS)IN CONDUITS TO A DRY WELL SSHOULD BE INCLUDED WHEREVER PRACTICAL TO MINIMIZE THE AMOUNT OF SSEDIMENT AND OTHER PARTICULATES � ` S 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 CONTPRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS THAT CAN ENTER THE DRY WELL. PAINTER TO PRIME AND PAINT ALL DOOR EDGE 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 ELECTRIQC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. A111 ENDMIANT REVISIONS: 2'BLUESTONE COPING 2 2'COPING 2'COPING GRADE GRADE I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I STEPS BENCH 3-6 � BENCH I SKIMMER SEAT I — — — — — — — — — — I I (TYPICAL) 12'-0" B'o" I o w SPA W w I I � SIDE SECTION I SEAT I C) I o I AUTO FILL I 71-0" (TYPICAL) I I o DEEP END ( SHALLOW END I o W p CN V1 f 8'-0" I � I I I p.� j I I I �4��Q I I RTI NEXUS LIGHT (TYPICAL) (TYPICAL) i I I 2'COPING 2'COPING — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — GRADE GRADE T-6" ST EPS BENCH 40'-0y) L/] rn aaU N � � H POOL PLAN a END SECTION- SCALE: 1" = 20'-0' 00 V DIA.X N DEEP OVERFLOW DR ELL OFILTER AND PUMP CONNECT TO POOL HEATER COPING PAVERS LOCATE BEHIND GARAGE MORTAR ` �`�, (SEE SITE 5.� .;,,5.;�:±:��vvF.'i:•:i`•:_.:, `:-fir Q 6"TILE BAN D-► Fsfts rte'-+ t :(WATER) Ln 8 L MARBLE DUST i f==iN ti 0 o #4 STEEL REBAR(VERTICAL) 10"OC (5"OC FOR DEPTHS EXCEEDING 5 FEET) 1.PROVIDE WATER SPIGOT AT POOL FOR AUTOMATIC WATER FILLS 13, (1)PENTAIR COMMERCIAL CLEAR WATER AUTOMATIC CHLORINATOR 18.DELLIVER REQUIRED LOADS OF WATER TO FILL SWIMMING POOL AND SPA. - #4 STEEL REBAR �i OFF-LINE WITH(1)1 PVC FEED AND RETURN FOR POOL WITH VALVES G 2. POOL LIGHTS TO BE NEXXUS MELODY BLANCO 12V LED WITH(1) AND DRAIN PLUGS. 19.SUFPPLY AND INSTALL(3)POOL SONIX SOLAR POOL AND SPA ALARMS WITH (HORIZONTAL) _ POOOL 50NIXND BASE UNIT AND REMOTE KEY FOB. 10"OC ° !I U PX100 TRANSFORMER WITH REQUIRED CORD. 12.SUPPLY AND INSTALL 2"THICK X 24"WIDE THERMAL BLUESTONE COPING. EDTA FILTER. COPING TO BE INSTALLED WITH SPEC-MIX PRE-BLENDED MORTAR FOR 20.EXCAVATED MATERIAL FOR POOL TO BE LEFT ON SITE TO BE USED TO RAISE (` 3.POOL FILTRATION TO BE STA-RITE SYSTEM MODULAR M �^ f Arv� I -�=^.�.== _-._--� '� W SETTING MATERIALS AND TEC ACCU COLOR PREMIUM GROUT WITH GRADE BY CONTRACTOR/LANDSCAPER.ORGANIC DEBRI AND MATERIAL POOL PUMP PUMP TO BE PENTAIR INTELLIFLO ENERGY EFFICIENT 4X160 PREBLENDED COLOR JOINTS FOR CONSISTANT COLOR TO MATCH STONE. WASTE TO BE CARTED OFF SITE. 12"TO 36"RADIUS > , _ f 4. I VARIABLE SPEED PLUS SVRS WITH(2)2"QUICK DISCONNECT UNIONS. (VARIES) _ 13.SUPPLY AND INSTALL 6"X6"TILES AS SELECTED AND APPROVED BY OWNER'S 21.UPOON COMPLETION OF GUNITE,SUPPLY AND INSTALL CLEAN SAND UNDER ------- 3500 5.POOL SKIMMERS TO BE BLACK PENTAIR.INDEPENDENTLY CONNECT AND ARCHITECT.TILES TO BE INSTALLED WITH LATICRETE MODIFIED POOL ALLL PATIOS COMPACTED IN LIFTS TO PREVENT SETTLING. CONCRETE psiVALVES AND TILED ON SIDE AND THIN SET AND LATICRETE SPECTRAL EPDXY GROUT(TO MARBLEDUST CONCRETE -=- --" WITH 2"PVC PIPES WITH SEPERATE VASALT- BASE SELECTION). 22.SUPPLY,INSTALL,AND ELECTRICALLY WIRE(1) PENTAIR INTELLICHLOR SALT- BASE OF MOUTH. ) CHLORINE GENERATOR IC 20 WITH PCI00 POWER CENTER.SUPPLY SALT TO8" {MIN.) n SCJ � r, i} •'° �-=_..,__�_� ���I�_i�f��-�.1�__�I,�--�.�.'I_ 6.RETURNS TO BE BLACK HAYWARD DIRECTIONAL FLOW WITH PVC STOPS. 14.SPA TO HAVE AUTOMATIC WATER FILL WITH PVC WATER STOPS WITH RUN SYSTEM AT STARTUP AND FOR 28 DAYS AFTER SPA IS RUNNING. WATER LINE HOOK-UP TO OUTSIDE HOSE BIB(TO BE INSTALLED). — _ I==== =_-_� i i O 23.SUPPLY,INSTALL,AND ELECTRICALLY WIRE(1) PENTAIR INTELLICHLOR SALT- 7.PIPING TO BE PVC SCHEDULED 40 WITH 2"SUCTION LINES,(2)1/2' -� RETURN LINES WITH(2j 1/2"AIR HAMMER EQUALIZER. 15.SUPPLY AND INSTALL POOL HEATER,BY STA-RITE MAX-E-THERM CHLORINE GENERATOR IC 60 WITH PC100 POWER CENTER.SUPPLY SALT TO (400,000 btu)HEAVY DUTY CUPRO NICLE PROPANE GAS HEATER WITH RUN SYSTEM AT STARTUP AND FOR 28 DAYS AFTER SPA 15 RUNNING. �� ILII i= _I , iliif- Ililll� = =-11f{I1111-===ii1111111 1�lIIIII S. INSTALL TRACER WIRE ON TOP OF PIPING AND RUN BACK TO SYSTEM ELECTRONIC IGNITION WITH(1)2-1/2"JANDY NEVER LUBE SPRING WITH VALVE BOX TO LOCATE PIPES FOR FUTURE REPAIRS, CHECK VALVE AND 50 Ib.PRESSURE RELIEF VALVE. 24.POOL CONTRACTOR TO REVIEW SOIL ON R S SOIL.WITH ARCHITECT/EN4GINEER.DO NOT CONSTRUCT POOLLON POOR \VALL SECTION- 9. O(1)SET OF 2"MAIN DRAINS WITH PVC WATER STOPS T'd TOGETHER WITH 16.SUPPLY AND INSTALL SPA HEATER,BY STA-RITE MAX-E-THERM (2)WATERWAY 12"X12"FRAME AND GRATES. (400,000 btu)HEAVY DUTY CUPRO NICLE PROPANE GAS HEATER WITH 25.POOL CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY FENCING ELECTRONIC IGNITION WITH(1)2-1/2"JANDY NEVER LUBE SPRING AGROUND POOL AND SPA AND ALL WORKING HOOK UPS TO RUN SYSTEM. 10.(2)1-1/2"DEEP HEAT RETURNS ON DEEP END OF POOL WITH PVC WATER CHECK VALVE AND 50 Ib.PRESSURE RELIEF VALVE. PODOL CONTRACTOR SHALL ALSO SUPPLY REQUIRED UNDERWRITTERS STOPS AND(1)JANDY NEVERLUBE VALVE. CEFRTIFICATE. NOTES: 17.INSTALL 100 amp WIRING,LOAD CENTER,(1)110+3D PERSONALITY 11.OVERFLOW DRAIN TILTED INTO DRYWELL VIA AUTOMATIC FILL. KIT AND SURGE PROTECTION.WIRE(2) FILTRATION SYSTEMS,(2) SWIMMING POOL TO BE EXCAVATED ONE FOOT OVER DESIGN SPECIFICATIONS AND HEATERS, (1)INTELLIFLO PUMP FOR SPA JETS,(6)POOL LIGHTS,(1) SOIL TO BE LEFT ON PROPERTY. SOIL TO BE STOCKPILED OR RUFF GRADED (AS �4 12. PROVIDE CONCRETE SLAB FOR POOL FILTER AND PUMP. SPA LIGHT,AND(3)DATA CABLES FOR INTELLIFLO PUMPS.GROUND POOL AND SPA.SUPPLY AND INSTALL(1)SPA SIDE CONTROL.SUPPLY, PER OWNER) ON THE DAY OF EXCAVATION ONLY UNLESS SOIL IS TO BE CARTED 13. (1)PENTAIR COMMERCIAL CLEAR WATER AUTOMATIC CHLORINATOR INSTALL,AND PROGRAM(1)STANDARD INTERFACE INDOOR CONTROL AWAY. OFF-LINE WITH 0)V PVC FEED AND RETURN FOR POOL WITH VALVES PANEL.PANEL TO BE INSTALLED AT BASEMENT OF NEW POOL HOUSE. USE PVC CONDUIT FOR POOL AND SPA LIGHTS WITH ALL WIRING. SWIMMING POOL STRUCTURE TO INCLUDE A MATT OF 3/8" STEEL REBAR TIED, AND DRAIN PLUGS. 10" ON CENTER FOR WALLS AND FLOOR, 5" ON CENTER FOR ALL TRANSITION 12.SUPPLY AND INSTALL 2"THICK X 24"WIDE THERMAL BLUESTONE COPING. BREAKS AND BOND BEAM. "� COPING TO BE INSTALLED WITH SPEC-MIX PRE-BLENDED MORTAR FOR SETTING MATERIALS AND TEC ACCU COLOR PREMIUM GROUT WITH THE POOL SHELL TO BE MADE OF 1-4 DRY GROUT GUNITE MIX SHOT INTO THE rr� PREBLENDED COLOR JOINTS FOR CONSISTANTCOLOR TO MATCH STONE. STEEL CAGE AT A THICKNESS OF NO LESS THAN 12" ON THE TOP EDGE OF THE ' POOL (BOND BEAM) AND NO LESS THAN 8" ON THE WALLS AND FLOOR. INTERIOR FINISH OF POOL TO BE "PEBBLE TECH" DURABLE FINISH. COLORS AS DRAWN: MH MS PER OWNER. t � a`,-;� ;� SCALE: 1/4"=1'-0" JOB#: ' i J�2���. ;� November 22,2013 _ E-��"" SHEET NUMBER: _r INSPECTIONS S�2 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 C{ONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENTN IALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELEECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS/AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATER AMINl)MINT REVISIONS: �r __. ._..-..._._.___�. _ ___.-.__._-.. 5.- -_.__.--- _ - _ - _... -��.---'--_ _ __ .�---'---___ -- -_- - ._ __..._... ---------- - IT l L _ ant - �.__�._____ i l_ ____ I D.- LL A ILL===!Jl ll"__j _I _141 -.w r il J__ _ � - _. _____-------_----_-_--�..d____..a____ W 1-- --- ,--� �_ - - _- ._ ._ .._.I_L_.1-a- . =----=__'-��.�•��-.�_-_-�-.�= _rI_�I- LI.. 1 ._._ [-i � L_T. 1,.�. I_. _I1_ r �I_ - .0 .- �- Zr- I_ i .C�I _ L.._I�- 1 _-.�_ r l__._ __ ._T _ __._ I,__ _ 1_T '- l- - -I I I1_ _ _ _ �7.-. _C - ? �` I � L- ?- '�, .I ,_.I,`I ��1� _ .Z. _1__ - ; _� _ 1 _�1Z _ _ _�_ _ -_-. _ __ ___ - ,- -- -- _J _ `1._ .__J- _ _ I_._L L _I L .. �_ 1_ C_ _l - L _I _ [ l�I �_ - _� —1 _�I I I C- TL 1:._, __ 1:- : T T�. 1.�J C. f_�. Z_I�T_.�..-I ..I. 1 a _ _�I _I Z- _I_I1_ T-1-1-1 1 - -� '-- I- I _? _ __.__,_- _ _I T'r�_I_.._�L . 1__ . .--T-- C_ ._ _ I. � . .-_ . _ _-��..__ �I__I� ...._ _ ,. l- -�J_ _ _ - � _ _ _1 1 1. ".._C `l.. __ .._t. .l_�__T _..7` __�_1_. -_ rh _ � T_ _ _ � _ - ,� -- - _ _ �� �I_�_ _. T•_i-Z-1--- 1. _�.__._.,-.. .-_I- ..� -]_ _ I -,_Z_ �. Ll. _ _1_ 1 _ 1 1_�T_l .�.- _ _ .,__I l I_„_ t_�_ -.I - - - - -t ---.�5 ' L T 14 Tl'-i' ,5/ .. �.:. >..,r �_ ._ -r-<,=-... - ” -.' - '- -'J •. �r,,.�1 � •,-.•r� )r' /` �,.�-' � 1;>•.r� ( ;t ""`t\ I, �. \t- )l 1 "-`�., - !"x r s PROPOSED NORTH ELEVATION SCALE: 1/4" = V � � Lija � --- - --- � . �'- L - y.. 1+ L JUL IT ____� 1__l_. - I a .I_J - - 1 .I_�- - - -= - J..._ l IZ r =ti__ m - u _ l� - ___I�1 _I_j - Cr_ 1 l _ _L-1 �� T� T cu LL )� L ROOFING: ENVIROSHAKE vs. =_I L � GIAF TIMBERLINE LIFETIME L . -- - --�--- �.� _ -- I _ � L _ - -[ �� -� j- - � l._L ` SIDING: NIICHIHA SIERRA PREMIUM SHAKE � II p __ - �_ - - 1 s� o vs;.18"RED CEDAR,DOUBLE DIPPED C - L-- - 1 _ . _ _ ].- I V E �� _ _ —� 11 �(1 I FOUNDATION: LAkKESHORE RIVER ROCK o -_. .1 - 1_- _ (T-O BE APPROVED BY OWNER) -- { -r. — .� C _.-__L._ I L _ L__ - - _ I_L L_ iTL __ _. _ r I CHIMNEY .L Ll _ _l. ._l l_ x CHIMNEY CAP 4'THICK BLUESTONE H I L FASCIA BD.: 1X8 VERSATEX,PAINTED RAKE B0.: �. 'l- _ `•l\� 7\ 1 r �—� SOFFIT: 1X6 T&G VJ E&CB VERSATEX,PAINTED,w/ � -,, ~�l.l „�,.,;"..� 1, l 97 /l =,,.sm . �. .-.r a. J -+�t �'-`^�..__..� i^-`•.. -,�._.0�'-�-'-• ._.J” �. ^4 �. %�".,.._._.J �r�,_ �...r�,a=--!.f /- W CfORAVENT AT FREE2 BD. (CONCEALED) FREE2E BD.: 5/108 VERSATEX,PAINTED ' w1/BLOCKING FOR VENTING PROPOSED WEST ETRIM BD.: 5//4X4 VERSATEX,PAINTED SCALE: 1/4" 1' BRACKETS CILEAR CEDAR,STAINED COLUMNS: 141"X14"HB&G FIBERGLASS,PAINTED DECKING: 5//4X4 IPE DRAWN: MH/MS RAILING: CILEAR CEDAR,STAINED SCALE: 1/4"=1'4" J013#: PORCH DECK: 2"THICK X 12"BLUESTONE BORDER November 22,2013 1"'THICK,RANDOM PATTER BLUESTONE SHEET NUMBER: FIIELD,FLUSH GROUTED (1rHERMALED B/8,SET IN CEMENT) STAIR TREADS: 2""THICK X 16"DEEP BLUESTONE WINGS 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 (22"THICK X 10"TREAD AT STAIRWELL) A- 1 ' PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARtCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS, 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 ELEECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. AMII `TDMENT REVISIONS: ROOFING: ENVIROSHAKE vs. GAF TIMBERLINE LIFETIME SIDING: NICHIHA SIERRA PREMIUM SHAKE vs.18�"RED CEDAR,DOUBLE DIPPED FOUNDATION: LAKESHORE RIVER ROCK (TO BE APPROVED BY OWNER) CHIMNEY -jr CHIMNEY CAP 4"THICK BLUESTONE FASCIA BD.: I X8 VERSATEX,PAINTED ----------- RAKE BD.: SOFFIT: IX6 T&G VJ E&CB VERSATEX,PAINTED,w/ r r, CORAVENT AT FREEZ BD. (CONCEALED) FREEZE BD.: 5/4X8 VERSATEX,PAINTED 4 .- wl BLOCKING FOR VENTING T TRIM BD.; 5/4X4 VERSATEX,PAINTED L T E -7 L ------ BRACKETS CLEAR CEDAR,STAINED I L -L L 7- 14"X14"HB&G FIBERGLASS,PAINTED jj- DECKING: 5/4X4 IPE 0 L - ----- I ------ — L I . - - I-J RAILING: CLEAR CEDAR,STAINED T- F-N ===:Jj I I AXEPORCH DE - FIELD�,FLUSH GROUTED (THERMALED B/B,SET IN CEMENT) 111111111111 IL 0) ------ STAIR TREADS: 2"THICK X 16"DEEP BLUESTONE TT C14 4- - - (2"THICK X 10"TREAD AT STAIRWELL) -jr- - - L 0 -� - z m z Jill L--L-i L-1--j I U I. Ell- L-L-j L-j-j 11 L-1-i _I<__ L D-I 111 LI 1 Ll I FT -1 E L -T L Il ___T L 1 l 1 T - 0 Lt I 0 L J I L--j T L LTU I - -- __ T _CL �_ - T__-_(_ . .. _. .__I-I.S.��Z�-.Ili ..�_-_ .., -_ _-_ l L :: � -��T-_�I: a a I IT- ti fi _ . _ T I__ . .-_. ._1 _IL _ 1- Ll I J. I L I I-LL ij L J*J I I L L J t-� L L 17- -14 7- IT IL 17 -F -111-1 �-ji t N r T� T I 'T H tLA PROPOSED SOUTH ELEVATION. SCALE: 1/4" = V L T 11 00 L ------------------ .00 w u u J sa 0 L FL LA111ulL i J t - LLA I - rA 4 L1 ------------ E Ll L ----------- 0) C14 T L i4l-14-Y'4- P-my-T-Yft-'t�M=F L .-i I J- L==;�Ir7- PROPOSED SOUTH-EAST ELEVATION 0L E SCALE: 1/8" I =a 1' ------ '0 T L I L lVLAT- Ll 7= 77 PROPOSED EAST ELEVATION :?X ` ;, . SCALE: 1/4" = 1' DRAWN: MH/MS SCALE: 1/4"=1'-0 JOB December 03,2013 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�2 I L MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK, DIMENSIONS AND CONDITIONS Alf 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 ELEC7RIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. r A31134NIM11"'AN REVISIONS: 59'-51/2" -0" 18'-4" ,-4" 22'-11" '-4" 11'-61/2„ '-0" 10 - . " ' �44 4kA D 10 cc) INSTALL GAS HOOK UP I _ t4 ", �-_�--81' 6" o d I- _...1 »v -- 4 -0 -. 7 -2�/2 _ -- 4 -0 10'-0" 56 31/2 -----_.__._.____ 1 14 61/2" ( I - I -_-----____....__-._ ___ �_-- ----_______—..___ I_____--'---___-- --__-___-_._ _.---_.__—_-'_.-- I - ------ c� I , J4�"P4. BLUESTONE PATIO-PORCH - -..._..._._.. __ ..__. I - - ------ —CTE —__— -- I ------ --_ - -I_ _1._._I.__1...._I o (COMPACTED FILL(NON-ORGANIC)) — I - - - ., D INT —VIA -- - - ------- -- ---- - DR EL 4 - e DN � @ ---.� --___—._ � —_ € ER OR HE T [AT TR ES RPES�IMT� v ` O� _ v ` O• P � ` D O v �° - 3,-0., A . d . d . p a d d a d a . a d o d a d p a d • p a d p o a a , Q ° •- '' , , 17'-7" '-0" 17' 6 21 32" '-0" 17'-7" D . ' D'' D V D@ H r o/ e , N r. oa 4 t ire a . 4 I 00 O p•Q \ `, • ° v STAINED CONCRETE SLAB o,d v ' w/POLYURETHANE lb 1j V� v j e - ----•------------- ----------------- ------------- 14 � bX6Xl/4 STEEL COLUMN w/, , , ,6X6X1/4 STEEL COLUMN w/ , , , ,fiX6X1/4 STEEL COLUMN w/ - ' 6'-0"X6'•0"Xl'-4"CONC.FTG' '6'-0"X6'-0"X1'-4"CONC.FTG.' ' ' '6'-0"X6'-0"Xl'-4"CONC.FTG.' ' ' :P - , , , , , ' ' �" t 4 N N , , REINFORCED w/#5 REBAR , , , ,REINFORCED w/#5 REBAR , , , ,REW FORCEb w/#5 REBARLn 10"OC em. 7 EACH WAY ' ' ' '10"OC em. (7 EACH WAY) ' ' '10"OC em. Q EACH WAY) 00 X PLATE VER W10X45 STEEL GI�DER (2)2X6 P4ATE OVER WIOX45 STEL GIRDER ; Qv. 1$ \ o (2)2X6,PLATE OVER W10X45 STEEL GIRDER , , 2)2X6 (5 10'-71/4" , ' » , 1 » 10'-7/z" 1,0'-7/4" 10'-7/4" 10'-7/4" i O 10 -7/4 10 -7/� 1 , 1 1 �y r 1G F^a/y' Cis `' , ,� , , , , , , , , , , ' ' ' •--_...., , � � U c9. e ' ' ---------------- •-----------------' •----------------10 Ln , ------------ , •---------------- •----------------- ' o 1�. d 1/2 k • 4 t t 1 1` ' ( N \ a 't P°4 D •v • m 2 1-3/4X14 ML FLUSH B� a , 00 4' 7 1/2"; I N 00 I �I --------- I� f - a, 4 L = Ln d a C I � I I 72'-01/2 d . O @ ,4 9'-2 21 32" 14'-9 23 32" 23'-8 9 32" a 14'-3 27 32" 1 - ll- N C t EXT€RtOR SHEATHING TO BE ; � a � � •� , � , PRESSURE-TREATED FOR 1 COURSE 4 AT PERIMETER WITH PATIOS @ m 4 � o .4, .�. `y lr •. Ve • 7prQ v .tv � Ve • 7 /. � p4 • p��d P •te �. O4 • p��'4 P •ts- •. vC • p� •to •• va • ppr55 4Gcn � r1 O - _ o I j r a -c1 4 _..__._ I a I '— BLUESTONE PATIO-PORCH `" I v v 00 +- • . P --- - ----- - - A•4 I d — _ ----.... (COMPACTED FILL(NON-ORGANIC)) A.a l Fl tt _- --- O ON-ORGAN I d- LO 9 51/4 _ r4 _0 --7 -6 — 11-0 ___ - ---- - 23 -0 _ 4 -0 _ .. .� 7 _6 --4 -0 10 -0' °.� Ln --___..__._ __...__ -.------.-.__-- -_ _._...- -..__.._.__ .__-- � 73'-51/4yr' i;.._.___ -3_..._ ' _.i I o W `t -I D -! t vo v + c lv I_. ._ ..__I1.__!--_..,, __.._ -- _ 00 44 00 .v . .v .v ,. Tr . .v .v @ @ 7 C P . 41 •�.> t d' @a � /6�2 a a pD a @'D a t PQ va 'p r v4 va 'D t vV ve a `Z ----- -- ----------- - o -4 5'-$" - '-4 - 9'-8" '-4 5'-81 ,-4 11 -10 '-0„ ll \� 9'-51/4" 54'-0" 01 u U 1).10"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT AT 10'-0". 5).PROVIDE 2•2X6 ACQ SIH PLATES UNLESS OTHERWISE NOTED.SILL 0 EXTERIOR OF FOUNDATIONS,ARE TO BE DAMPPROOFED PER N.Y.S. PLATES ARE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND frj DcRESIDENTIAL CODE WITH A BITUMINOUS COATING. FOAM OR FIBERGLASS SILL GASKET. � Qi S 2).ALL HEIGHTS,WALL LOCATIONS,STEEL DECK LOCATIONS,ETC.TO BE 6).PROVIDE 5/8"DIA.ANCHOR BOLTS AT T-0"Q.C.AND W/1 1'-0"OFVERIFIED IN FIELD o� P ROJ ECT NORTH FOUNDATION PLAN TO CONSTRUCTION. GENERAL CONTRACTOR AND MASON PRIOR TO HAVE A MINIMUM 7"IM EDMENT NTCORNERS.INTERSECTIONS AND SPLICED OO THE CONCREINTS.ANCHOR TE. N E E"' i i EACH ANCHOR BOLT TO BE ATTACHED TO SILL PLATES WITH 3X3 N SCALE. 1/4° — V 3).FOUNDATION TO HAVE 24"X112"CONCRETE(2X4)KEYWAY FOOTING. SQUARE WASHER AND NUT. FOOTINGS TO HAVE 3-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). 7).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE ACTUAL NORTH BLOCKING AT 8'-0"O.C.AND MIDSPAN. 4). FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON � V COMPACTED FILL. INSTALL 1/2"'EXPANSION JOINT MATERIAL WHERE 8).INSTALL SMOKE AND CO DETECTORS PER CODE. x SLAB MEETS ADJOINING WALLS.COLUMNS MUST ALSO BE BLOCKED �✓, OUT AND ISOLATED FROM THE REST OF THE SLAB.THE BLOCK-OUTS 9).GENERAL CONTRACTOR TO COORDINATE SCHEDULING AND PROJECT AT COLUMN BASES SHOULD BIE SQUARE AND POSITIONED SO THAT SCHEDULING WITH GREEN LOGIC.GC TO CONTACT JEAN-PIERRE CLEAN THE POINTS OF THE SQUARE MEET THE CONTROL JOINTS.CONTROL AT GREEN LOGIC, (516)625-6880 EXT.103 (CELL: (516)972-1383) JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE THICKNESS OF (E-MAIL:JP@GREENLOGIC.COM)FOR ALL WORK AND TECHNICAL THE SLAB IN DEPTH.MAXIMUPM JOINT SPACING SHOULD EQUAL REQUIREMENTS RELATED TO GEOTHERMAL WORK. SLAB WIDTH.MAXIMUM JOIN1'f SPACING FOR 4-INCH THICK SLAB IS TO BE NO MORE THAN 16 FEEIT. � MS SCALE: 1/4"=1'-0" Y'.. " . JOB#: November 22,2013 SHEET NUMBER: OR ALL BUILDING 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 FG DEPARTMENT INSPECTIONS A-3 L N 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 ElLECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. Ali l l"A rDMI"A`T REVISIONS: 71'-6" 56'-31/2" 4'-0" 7'-21/2" 4'-0" 10'-0" 10 2'-7" 3'-10" 3'-10" 21 4'-81/2" 10'-31/2" 10 -11 8'-4" 8'-4" 3'-51/2" 3'-71/4" 3'-71/4" 4'-91/4" 5'-23/4» 70, 10 - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - ---= (4)1-3/4X1l-7/8 ML w/(3) 3/4'STEEL PLATES GIRDER --- 74)1-374711-7/8- 4)1-3/4X11-7/8 ML w/(3)3/4"STEEIL PLATES GIRDER -- (4)1-3/4X11-7/8 ML w/(3)3/4"STEEL PLATES GIRDER 14X14 FG COLUMN (Lu a W p COVERED PORCH I BLUESTONE PATIO 'e ^' 30"ABOVE GRADE t '00 18"h TRANSOM M, (3-1/2"HOR.MULL) m f OVER ACW3050-2 ; I I ^ � I � � 'Y�4r0 ,'' f .",`• _'��'LIG SIPSON 18"h TRANSOM ♦ �\�� ' ;% , f: `\ Asp�� I 8"h RA SO 8"h RA SOM 19"h TRANSOM l6"h(2) FWTD-2 TRANSOMS 18"h TRANSOM 18"h(2)FWTD-2 TRANS(`JMIS 18"h TRANSOM `�. J (3 1/2"HO;.M LL) (3 /2" OR MULL) (3-1/2"HOR.MULL) (3-/2"HOR-MULL)OVER (3-1/2"HOR.MULL)OVER (3-1/2"HOR.MULL) (3-1/2"HOR.MULL)OVER, (3-1/2"HOR.MULL) O ? O VE A 26 8 VE AC 2638 OVER ACW2638 MO EL 7501 3/0x7/0 DOOR FWGD1110611-4 OVER ACW2850 FWGD11106I1-4 OVER ACW2850 %:. �i ro ��50 ti \ ,(3)1-3/4 14 ML w/(2)3/8"STEEL PLAYE,FLUSH BFAf 4, (2}1-3/4X14 ML w/3/4"STEEL PLATE 1 I (2) 1-3/4X14 ML w/3/4"STEEL PILATE '3 g F--11 Q a\9 \x\1 Od0 , ----- _ _ ____ _ (FLUSH w/FLOOR SYSTEM ABOVE) O (FLUSH w/FLOOR SYSTEM ABOVE) L ; 18"h TRANSOM Q50 pQ• ---- ---- ( I ,; ^ < d (3-1/2"HOR.MULL) � 31 `✓ 0\ ; D W T N OVER ACW28443 Gx l y 1 W 0 > Z _ - H O O I I I ' t�0 a I I ¢ N 1'-10" 12'-9" l:=-) (=� ( TEMPERED ^ V� \ HALF pl. / 1 NO I I , » W p m N O °0j o BAT z I 1 1 10 --- - -----... W a aJ N 1 p �^ ui 61/2» 1 I I I- N O Ln LAUNDRY (` . _rl11 o u a �' 0 1 ROOM 11 1 a v c° a 00 PROVIDE DRAIN PA 4 01/� 5 —1 14 —7' 21 —2 _ N UNDER WASHER(TY .) 1 J " N BATH No. 1 + /^1 ♦ ' a ---...— �i ' PROVIDE PRICE FOR �paS�VS\\1 �� ., `�, `♦ = I � I I --_._.._.___-_,—__.____-,—_---.- - •\`.J/ RADIAN HEAT AT FLOOR Off, y J/' ` , , I ♦0 x DINING ROOM I I '-0" ,_101 \�;� •�i\�� % r! LIVING ROOM BEDROOM No. 1 + To' k:- -� v o I g ^ O STEAM d HOWER W "^ - \ 1 � 00 � \ -, ,.'! ,`" • ,` '�1 \ .' , .' \` FROSTDGLA55 _..- - -- - - ----- - - -- - - - - - -----. -__.-._-.--.---.,.--------- _._-..._--- -I_.J.-- .-_-___-_.---_.-_.__.---------------._---.----- --__._. .--.__-_.--- ---- "' -Tv]- --._.._...---•---� -_._....-- ---- - ------- ---_.__-_._ �. ` ---- e3' _ - /'-'FRENC , 1 F Q ,� .' "r ~� \4 ,' r OsTRANS ABgVE I I iD I -N ♦�� f�P / / / f • m N f VIN JAMB LINE Q� ♦ '' 11 ? 4 1 N LCA ^N ^N r ` '' ' '' 1 \ \� �\ f ./ \•-' 2-6 m V S.S. DWR. 5'-9" 5'-1" (3)1-3/4X14 ML HEADER _ _ _ (2)1-3/4X14 ML w/i/2"STEEL HEADER ( X10 HD _ (2)2X10 HDR. —8 4 —0' S —1 1 X 14 ML to G) cV Q �,;'<y/ `�'' r \\\ ,'310,��',�\_n__.._,.� • Gs \ \ '' r d` • ,�a 2X6 BEARING WALL — — — — — — — — — — 16'0"— — — — — — — — — — 2'_6" 2X6 BEARING WALL 2'-6" (3)1-3/4 h 0 (2)'l-3/4X14 ML w/3/4' STEEL FLU:H BEAM '1 • -,� ------------ -- - - -� L o r`rl • a I I W , I I I I I J ^ ,.. _ ' I O 1 O ` / , BACK HALL I a o> MAIN HALL Iol i� WALK-IN c N N r� 0 4� 0' \\ �✓ • GARAGE / 5/8"TYPE-X FIRE RATED ��� 14'-3" CO a 14 —7 7 —9 7'—6 3 —101/2 3 —101/2 �1 � 1 CLOSET Na. 1 SHEETROCK ON WALLS "' SOLID-CORE DOOR w a, Ln , r-a 2'-6" 2X WALL &CEILING PER CODE •/ O' I I I I WEATHERSTRIPPING& ( Iry I ' CD a rte, / , ` I , DOOR SWEEP ' I------------------- ,-A I I ' ° � I �`� ' , — — — — - __ 14"MLFF BUSH BEAM 2'-6 , a ; ; —6 t'r 1 2X6 WALL — —4'_0"— — ; ; ///^� ' 2X6 WA L ( a Li z If2'-6' 2X6 WALL X v uj 4'-71/2" 6'-91/z" 2 -'2„ ,-=- a' R S m - 6 0' 8't-31/2" 1 1 4 IIN.FIRE- D DOO ` � w N r N = 9 6/2 I X61: 5 lIN &ST L B � I ----_�-- ---- --- - _ 1 , c— t W LL C `------------------ y �d• -- - - 3I WALK-IN �.. . MUD X O'O i _�� - - --------- _j CLOSETNo. 2 0 ,g \ -GaJ ♦ �I ' ` < s'— , N ' 0) X 1 I M --------- __ _— � t' I I �`�> 1__l-\_0_ , /'� r 1 .. '� \ ROOM o O;O M I - - - --- N STUDY ; ; o X , e \, 1 I T ip • \ ,- '' \,\ I N r i ' ^ "? t SEAT I r+ + O'O I °O I TEMPERED m N 8 o PANTRY Cf) Cn �' a I N i ENTRY m I� X ^ U '� I ' I - 18"h TRANSOM 0 " ' K1TC I N d O (3-1/2"HOR.MULL) = M �' 1 , ' I I OVER ACW2034-2 `.-I Ll v F j �' ♦♦ ,f \` m -- ----- )3/$" EE!PLATE LUSH B M _.._. .__. )1-3/4X9-1 L _ _.___.__..(3 -3/4 14 M W/(2)3/$"STEEL PLATE FLU BEAM N w X14 MLw/�2 - -- -- ---- -- - -- -- . In ': / " ,♦� , J ' ` SIMPSON 18"h TRANSOM OVL2030 1/4-3/0-1/4x7/0 51-ENTRY-SLL : 0 ' ;�,; �. \,_.., - �• (3-1/2"HOR.MULL)OVER ^ MODEL 7501 DOOR,7702 SIDELIGHT U MODEL 7501 3/0x7/0 DOOR r'v 8 ;O��~ti I w/ELIPTICAL TRANSOM I pG>�4� , , J� ��1 v t9� J , \ �\ S!r„ ,- ; OLS 2„?� EO O { DW ' ,pS� �'�� 1 " " F'o �$[, � , ' Cr p�''LO . ��1 -y O �'r 1 1 C p `L ,moi +j j ` \ \, \ ,i '.�'� -9 .Q Jp e s ' -_ ' ' 1�r°•r X N C• `��0� v f . `, zr `,\ �, \,• 'r.� ,,,, 1..;.:.:" ,+ os !! L �`` v N, R !J O _ _ 2 2X8 DF#2 ' `} 18"h TRANSOM O W 18"h TRANSOM (( )) r �- -J� - �- �' - - (3-1/2"HOR.MULL) I (3-1/2"HOR.MULL) 1 14X14 FG OVER ACW2034-3 OVER ACW2034-3 1 / �``. COLUMN •-- COVERED PORCH - . �_ . 1 BLUESTONE PATIO 1 1 - _ (2) 1-3/4X11-7/8 ML GIRDER _ _ 30' ABOVE GRADE _ _ __ (2)1.3/4X11-7/8 ML GIRDER 0 =�.='`� 4'-51/4" 5'-0" 4'-0" 3'-9" 3'-9" 4'-0" 2'-6" 9'-0" 11'-6" 4'-0" 3'-9" 3'-9" 4'-0" 4'-91/4" 5'-23/4" Ln , , 23'-0" 4'-0" 7'-6" 4'-0" 10'-0" 612 9 —51/4 4 —0 7 —6 4 0 °1 2/ F 2 � 63'-51/4" 1).PLATE HEIGHT AT 10'-0"UNLESS OTHERWISE NOTED. 7)•ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE LIVING AREA: 2757.9 SQ. FT. s APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING V E W PROJECT NORTH 1ST. FLOOR PLAN. 2).EXTEIkIOR WALLS TO BE FRAMED WITH 2Xb DF#2 STUDS AT 16"O.C.. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. �GARAGE: 916.8 SQ. FT. x �{ i 3). EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. 8).MULLS,VERTICAL OR HORIZONTAL,ARE TO BE PROVIDED WITH PORCHES 1034.1 SQ. FT. N SCALE. 1/4�� - 11 4). DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE (2)2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. BLOCKING AT 8'-0"O.C.AND MIDSPAN. 9}. INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 ACTUAL NORTH AND 2X4 WALLS AT R13. 5), PROVIDE 3-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS 10).INSULATE CEILINGS WITH R30 INSULATION. ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR F� MICR(OLAM HEADERS. 12).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEET ROCK. r 6).ALL INTERIOR DROPPED HEADERS HEIGHTS FROM TOP OF FLOOR TO BATHROOMS TO BE MOISTURE RESISTANT. f. . MATCH TOP OF EXTERIOR OPENINGS(-8'-11"+/•). 13).INSTALL SMOKE AND CO DECTORS PER CODE. ; DRAWN: MH/MS =. fil SCALE: 114"=1'-Off JOB#: '� '•• %>" December 03,2013 SHEET NUMBER: 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-4 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES CLUDING 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 O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK, DIMENSIONS AND CONDITIONS AT]OB SITE,IN A lII:Nl)li ll'144NIT REVISIONS: 71'-6" 4. 10'-0" 3'-1" 66'-11" '-6' 10 10 3'-91/4" 8'-21/" 11'-93/4" 14'-0" 11'-93/4" 11 -23/4" 6'-11/4" 17' 91/4" 26'-0" 10'-93/4" 12'-4" le DECKS: 5/04 IPE DECKING OVER ACQ SLEEPERS,PITCHED 1/8":1'-0"AWAY FROM BLDG. INSTALL SLEEPERS OVER EPDM &3/4"AC EXTERIOR SHEATHING. ""--"""-"-', EPDM TO RUN UP SIDE WALLS O O ,' `, 24".PROTECT WALL INTERSECTIONS, SHARP INTERSECTIONS AND PERIMETERS Qp �p �� �� WITH LEAD-COATED COPER OVER EPDM. ` INSTALL AS PER MFGRS.INSTRUCTIONS. PROVIDE 4"PVC DRAINS TO CONNECT TO OVL4830 ' 79(6 REMOTE DRYWELLS(TYPICAL) 2X6 PLATE 2-ACW2444 Sin MULL ACW2434 FWG80611L (ABOVE) FW680611L ACW2434 , ' FWG80611L PLAI'fi W TT� ' r1l) 8 HOR. (3)2X8 HDR. (3)1-3/4X9-1/2 ML HDR. 3)2X8 HDR. (3)1-3/4X9-1l2 ML HDR. (3)1-3/4X9-1/2 ML HDR. %;.' O i' cl N �./ z N I \ H (0 2X6 PLAT h+y W / / I No. 3 > _ 00 ^' S'-1„ 0, 13'-1„ ;_6, i 3 6'-71/2" 31-01) 5 0 ^' „ 14'-6/2" 3 -0 /4 14 61/2 1 x ';,,� 1 10 I + Dhi %' '&,' a, BATH �: r BEDROOM No. 2 BEDROOM No. 3 0 00 0 �, 2X6WALLI I O BEDROOM No. 4 '\ a rl w,, n N o. 2 N - O 00 �3112� c1�J��1 %./ /: i j' r/'. q N D 5'—71/2u CPG"" AD' VN S OQ'.• /' v i N I S v Ln CO bar �4E`� +,31 00 U ' (0 I N Dy M Lf) ' ^ ` 2'-6" 2X BEARING WALL 2'-6" 2X6 BEARING WALL 2'-6" 2'-6" 2'-4" 2X BEARING WALL ^' I • a ' S, (2)2XB HDR. { ) 2 2X8 HDR I I (2) X8 HDR. 2X8 HD ;� >w � 2 2X8 HDR. O ) oc FRENCH DOOR I I i i---------- 4'-0" 5'-81/" dp OM (NO GRILLES) HALL r ' ' Ln TRANSOM ABOVE I I I I I I ' ' coX a O � I , p A '' 4'-21/2" 23'-10„ 3)-0„ �+ 7'-51/2" N W < I N --------- I M a 00 2)2X8 HbR. I ( 2X8 HOP. ' r2 �DRBATH No. 4 ~ " ° .� . - 2'-6" X6 B 1 d 6 BEARINGWA 2'-6" 2X W - - - �, (2)1- /4X9-1/2 ML FLUSH BEAMLO 991 _N ----------- O '-1" 4'-101/z" 4'-101/2" ti a I I cV 2'-4" N I O CS: y SOLID-CORE DOOR W/ I 3'-0 NO "� � U r� WEATHERSTRIPPING d 4'-4" 1-1 U DOOR SWEER ^N of p a Q :o F� ^ -- ----- - �t p , , ,: f „ , f, H . ' '/0 LOFT 2 -8 7'-41/ 41-2t' N 15 -0 p ^ 14 -7 10 -0 '� 00 o, o co N -- - BEDROOM No. 6 ~ a ,n BATH °° 3'-O"/NC �I x ----- ------ C4 -- -- r v � t No. 5 BEDROOM No. 5 D __ ------------ ATTIC __ _ /l 2X6 WALL ATTIC , N N � - - -- ',,l,,w,'',!; ,;.•''';,, ,;%. '/` x 10'-01/2 - --- ----- -- ------ 6 WALL ^ / i i f. N I 2X6 WALL 2X6 PLA E �C� `, a �\ Z 6 ' ' ,' `�,�, !' 'i /',/ / ! f/f /''r //r'i/ ' i i W '/ _/. /f I N i 2 / /, l W /' j , . a i'/i ;' i'!�. ' /' `f/!'`/' /" '� i i!' /' D' ';/ (3)2X8 HDR. /" I rl i` % / ' 3 2X8 HDR. j> <' • F " /' ' ;'',,',' i J/ // '.i',%` ' ' ' /' (3)2X8 HDR. /'/ (3)2X8 HDR. TEMPERED /' N i O C cVco 1 a� + 2X6 PLATE M c+a 2-A 28 4 2-A 2844 2-A W24 Sin MULL 2X§.* 2-A W2 44 Sin U 2X6 OVL4B30 PLATE ,' (ABOVE) ,`, Pl,KTE O cc 01 ar w � w ? ------------- --------'' -----------------' (Yi CA U �OQ-� '�, �©� +,312 �.�112R,�•T�w +`, +' � !J � cu a,��, cy��F`� fq 3'-6" 33-6') op 8'-101/4" 15'-5" 9'-101/4" 3'-71/2" 3'-71/2„ 7 10 v'. \ 11'-11/4" 7'-0" 1'-9" 34'-11/2 1 , 7,-3„ ,-6, 63'-6" 10'-0" V O) U) 1).CEILING HEIGHT AT 9'-0". 6).ALL MULLS ARE TO BE PROVIDED WITH 2-2X DF#2 STUD POSTS N 2ND. FLOOR PLAN. UNLESS OTHERWISE NOTED. 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. i i 7).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT Rig e+ S SCALE. 1/411 = 1' 3).EXTERIOR SHEATHING TO BE 5/81"THICK FIR CDX PLYWOOD. AND 2X4 WALLS AT R13. E W PROJECT NORTH 4).PROVIDE 3-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS 8).INSULATE CEILINGS WITH R30 INSULATION.ALL CATHEDRAL U OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS SECTIONS TO BE PROVIDED WITH A V AIR SPACE BETWEEN ROOF ON EACH SIDE OF OPENING. PROVIDE 3 JACK STUDS ON EACH SIDE FOR SHEATHING AND INSULATION.ALSO PROVIDE 1-1/2"THICK FOAM x N LIVING AREA: 2532.9 SQ. FT. MICROLAM HEADERS. INSULATION 1'-0"FROM EXTERIOR WALL PLATE INTO HOUSE ON CC CATHEDRAL ROOF PARTS.)00/ �C ACTUAL NORTH ATTIC: 72 7.9 SQ. FT. 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE , APPLICABLE. PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 9).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEET ROCK. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. BATHROOMS TO BE MOISTURE RESISTANT. DECKS: 230.0 SQ. FT. 10).INSTALL SMOKE AND CO DECTORS PER CODE. f = DRAWN: MH/MS g` 1 1 u ,Lt SCALE: 114"=1'-0" JOB#: November 22,2013 SHEET NUMBER: PP V L F ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A 5 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 FORA ROA O A MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROtKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. AillEANDHENT REVISIONS: --1 ----.._ ... -- - -- --------- --- -- -- -- --- - - -- - -- - -._....- -�... ---- - -- - - - --- --- - - � ... - — .. - --- --- - _._._. _.. . -- ---..._._.. L : -r---- I 1 A I I ---- - -- -- - 12 12 3 U C CNI 3✓ 1711 NI SOLAR POWER: z: 1% U_ U_ General Contractor to coordinate scheduling and project sche=duling with Green Logic. 0 (BUILD WALL UP TO RR) 0 0 (BUILD WALL UP TO RP) . . . . . . . . . . . . . . . . . . GC to contact Jean-Pierre Clejan at Green Logic,(516)625-16980 ext.103 (cell:(516) x ISL L . . . . — . . . . . . . 972-1383) (e-mail:JP@GreenLogic.com)for all work and technical requirements related C14 1`14 a to solar work.Additional installation of flashing,internal conduits from roof surface to inverter location, (2)30 amp pole breakers(at bottom of panel for interconnection)to be coordinated by GC with subcontractors and Green Logic. Provide adequate space (code compliant)for inverters and monitorinig system. DECK DECK SINGLE BEAD HALF ROUND QUITE STANDARD 5 0 NOTES: ---------- 1).EXECUTION: M 0 C A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 12 4 2). PREPERATION: C4 A).CLEAN SURFACE THORIUGHLY PRIOR TO INSTALLATION. 0 1 1 , B). PREPARE SURFACES USING METHODS RECOMENDED BY THE MANUFACTURE FOR 2Xln DF#2 PP.W6110C ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. -—---------- Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR X\111 \ \'" '\\'. ,-- --- -.-_>", .", " a I I Y" U METALS WITH PROTECTIVE BACKING PAINT, C N 2XIO DF#2 RR A16"OC I, , 1 3. INSTALLATION: Cc I ------ 'THE DRAWINGS. A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND FOP EVERY!40'OF RUN. 1).GUTTER TO BE PITCHED TOWARDS LEADER I"TO 2 C4 12 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. 4 a).COPPER/LEAD: FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND N ACCESSORIES. B).ALUMINIMUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT Z z CONNECTORS. 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL 4 12 4 CONNECTION WATERTIGHT. p. 12 4).PROTECTION: A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. 0 B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SIUBSTAINTIAL P4 4 COMPLETION. ------------------- - -- --- X\ XXN 12 El \Av\W 1.3/4 14 ML RIDGE 1-3/4XI4 ML RIDGE 1-3/4XI4 ML RIDGE I_3J4X14 ML RIDGE 1-3/4XI4 ML RIDGE E1 V ----- - ---- (2)2XIO, C 0 0 0 : 12 12 5NJ �: 0 x 4 4 U C C zc X\\ A 'Ile rA 12 \\\v- 4 12 iz: ----------- 2�14 DF#2 RP (al6`0C 4-/- --------- 'x\ V ----------- V, ---------- 2X10 DF#2 RR W6110C 4 ------------ AT 100% WATER RUNOFF: 1072 CU. FT. (2 IN. RAIN PER HOUR) PROVIDE (5) 8- DIA. X 6- DEEP DRYWELLS XX\,� N' El I I I I ul�ll LU I I 12 DRYWELLS CAPACITY: 1267 CU. FT. C) 12 (2)2X8 DF#2 12 ROOFING: 4 U_ 4 GAF TIMBERLINE LIFETIME SHINGLES x 6) Ik I Ix 0 00 . ..... y x con Cj 12 12 CURVED COMMON U RAFTERS PICAL) .5 1).INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.. 6).ICE&WATER BARRIER TO BE USED IN ALL VALLIES AND INTERSECTIONS WITH ROOF AND SIDE WALLS(TYPICAL). CURVED COMMON 12 Lr) U ci RAFTERS(TYPICAL) 2).ALL PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA.GALVINIZED Cn 4 0 S LAG SCREWS WITH WASHERS AT EACH RAFTER. 7).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOODM SHEATHING 00 MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. 12 CEILING JOISTS rq (U 12 3).APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE Lo 2X4 PURLIN WALL E w PROJEC7 NORTH. ROOF PLAN. WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS DF#2 @16110C(TVP.) 4).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND COMPLETE. DORMER No CEILING JOISTS SCALE: 1/4" DIRECTLY TO THE DECK ALONG EAVES. 8).INSTALL ASPHALT ROOFING AS PER MANUFACTURES WRITTEN INSTRUCTIONS. ACTUAL NORTH 5). USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING. IN AREAS Wl' USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT CANTILEVER DORMERS 2 7" 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. LEAST 3/8"DIA. HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. 2'our 12 USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT 51 211 L A 0 CUTTING INTO SHINGLE SURFACE. CY) CURVED COMMON U U RAFTERS(TYPICAL) 0 �'- CURVED ROOF DETAILS U) ;4 2X6 PLATE 36'RAD. SHROUD CURVED COMMON RAFTERS"PICAL) VENT PESTRICTO TRIMMERS FLOOR JOISTS FSI FASTEN RRs TO TRIMMERS PLYWOOD 24"OH LOOKOUTS(TYP.) lip NEEWALL 3"MIN. 'X 00 NOT L _I JDF0 6110C PLATE BLOCK OPENING ROOF SHEATHING FLOOR JOISTS 1-1/2"FLASHING SPACE A U) DJUST SOFFIT PLYWOOD PLATE HEADER (AS NEEDED) To MATCH ROOF ROOF RAFTERS— PRs 55"OH It �14 HOUSE CHASE HEADER FRAMING ROOF RAFTERS Off It It INFILL 2X MICROLAM HEADER FRAMING GARAGE CHASE CURVEDRR SISTER I WITH R — — — — — — — — — — INFILL 2X CURWE COVERING r FRAMING -o- — I 1/4"MIN. 2X4 @16-OC AIR SPACE OUTSIDE CHASE EXTERIOR WALL CURVED PLYWOOD SOFFIT F. F. R IS (OPNG) ARCHED HEADER: LAMINMTED HEADER OUTSIDE FLASHING 2X6 CEILING JOISTS SUB FASCIA 5-1/2 VINYL 6X6 MAHOGANY SPRUNG CROWN 4 PLYS:3/4"AC PLYWOOD SEALED&FINISHED (WI 1/2"AC IN CENTER) 11 1 CORAVENT 5-400 A yr R:RADIUS GLUED W/PL PREMIUM AND VENT STRIP DRAWN: MH MS MORTISE 3/4"THICK CURVE[)AC 5/4XI2 AZEK BRACKET PLYWOOD PLATE ARCHED HEADER TO MATCH OPENING SCREWED W/S.S. FASTNERS IXIi AZIEK SCALE: 1/4"=V-0" ROOF RAFTERS CROSS SECTION CHIMNEY CAP DETAIL JOB#: 5/8'DIA. 45 deg. LAID ON ROOF SHEATHING (DIAGONAL)CURVED CUTOUT 5'RAD. V November 22,2013 GALV. THRU BOLT (SHOWN BELOW ROOF SHEATHING) ELEVATION SHEET NUMBER.— w/NUT&WASHER (NTS) REFER TO MFGRS. INSTRUCTIONS FOR INSTALLATION ROOF PLAN PLUG L HOLES I SHALL VERIFY ALL GENERAL COtsqTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS 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 L — — — — — — J 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 tNSULATINC,AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. A11111ANDMENT REVISIONS: 1-3/4X14 ML MIDGE O I 1-3/4X1 - - - - - - - - - - - - - - - - - - - - - - Gd�bpOG ML RIDGE �Z4Q•' 1.3/4X11-7/8 ML RIDGE 1.3/4X14 OF 11-7/8 ML 2X10 DF#2 ML RIDGE VALLEY RR @l6"OC 2XIPLATEL R @16 OG ZX10 DF#2 PURLIN 2X,OpF#2R RR @16"OC WALL 5/8"SUBFLOOR DBL 2X10 DF#2 CJ @16"OC — - - — 5 8"SUBFLOOR — - - — - 2X10 DF#2 CJ @161'OC "'"' -- 1 2X10 DF#2 C1 @I6"OC CANTILEVER o LOFT i ILII , BEDROOM No. 3 BEDROOM No. 5 I 0) 1 � THIGH RAl NG ' M ATTIC 1 z (2)2xs 3/4"SUBFLOOR 3/4"SUBFLOOR — _ _ — GUTTER TO SCUPPER X RR F#2 8 CONCEALED DRAINAGE Q761, I 14"TJ 1560 WOOD-1 FJ @12"OC TO CONNECT TO D.W. G ,' PLYWOOD 14 TJ1560 WOOD4 FJ @16 OC -1X$RR @16 ' - 2X8 CJ @ib"OC RR @8"OC N (2)1-3/4X14 Mt - 14"TJI560 WOOD-1 F1 @16"OC "� " _ _ 2X10 DF#2 @16"OC e= ►_ GARAGE 1 5/8"TYPE-X FIRE RATED (2)1-3/4X14 ML w/ i ►--1 (4)1-3/4X11-7/8 ML w/ 1/2"STEEL PLATE `_°' , , (2}11-7/8 ML w/ H SHEETROCK ON WALLS (3) 3/4"STEEL PLATES 1 O AND CEILING(TYPICAL) °__+ PLATES GIRDER ' I1 1 OVER 2X10 PLATE I 11 1 O LI =_=________ BACK HALL i I I d U 1 I 1 1 _ LIVING ROOM w Z � O ' ' 14X14 FG , , 14X14 FG I L I COLUMN COLUMN O O r O r 1 I I W `J 6X6 ACQ ENTRY � � 6X6 ACQ a POST 1 1 POST (� a I I 1 1 3/4"SUBFLOOR iul — - - — ' ' 4'HIGH COURSE 4'HIGH COURSE a 1 I PRESSURE-TREATED R 14"TJ1560 WOOD-1 FJ @l6"OC — - - — SHEATHING SHEATHING BLUESTONE 11 ..♦ BL ESTONE (2)2X6 ACQ SILL PLATE (2)1-3/4X14 ML TERMITE SHIELD r�D z — ��.. -► v�•,.d�.r�.► o f',.d��r .► v. •,.d q .. °J• ►V :-+ vi•'v►�; — ill 4"CONC.SLAB,REINFORCED SIL!SEAL �. pw -va'♦ �.- ba'-► A s va r -- -- :♦ _ 7.- A •_� • r L(7 . 'i _. - -- ==�1=I l �p (2)2Xb ACQ SILL PLATE �e�,4�a• - _ • Z r.' D' :_-�(���I�I ~=��� =`=� W10X45TERMITE SHIELD _ 01111 1 ������ -`= 1 I! = � �1 � _` �i���i�� D��,•• = to,. SILL SEAL STEEL GIRDER D: 16"X16"CONC. PIER',0 o CHEEK WALL ' O P. ;+. + ► - ' CHEEK WALL e�..:D 16"X16"CONC.PIER R ► D ► d, _ O , (TYPICAL) eb"� (8 THICK WALL) a ► q► (8"THICK WALL)`°' •'a (TYPICAL) 1 I7 ',.dq �•va� �p OD _I N] r, , ►v4r'v,4 d d„ ----------` ----------- d♦ O6X6X1/4 Al— O ' v. STEEL 10"PC WALL z4 DAMPPROOF EXT. ,D + �� COLUMN e~ 10"PC WALL I -BSECTION ,teDAMPPROOF r Z ,i a: SCALE: 1/4" = 1' 4"CONC.SLAB w D d'ol p, — - - — tir A. A a 4"CONCH SLAB a. / . a - Dr b 24"X12"CONC.FTG. v1 (3)#5 REBAR owe a b� �. a• b1 d� Is : • s v►!- I-a 24"X12"CONC. FTG. 6'-0"X6'-0"Xl'-4"CONC.FTG. (3)#5 REBAR N REINFORCED w/#5 REBAR 10"OC em.(7 EACH WAY) a oa T 11 00 SECTION A-A SCALE: 1/4" = 1' 3 3 3 1-3/014 ML RIDGE ]7/4 11/2 11/4 11/4 1 In 11/411/; 11/7 11/4 1 I/; 11/4 11/4 1}/4 11/2 W„ W.C. LAV. .C. LAV. LAV. LAV. .C. M-2 BA H BAH SH ER gA H Q P-I ] B ] 3 1114 7 1114 11/4 B }' 2X10 DF#2 C.O.1 4 C.0 C.O. 2 ] 4 1C.0 . (V O RR @16"OC B B c?) v 1114 11/4 1114 O ' DBL.2X10 DF#2 Cl @16"OC n v4 H11/4- 1/+ v4 v4 ,,/, 4 n IAV. ANN SINN SINN LAV. V. � C) W.MFr7r' SHE 0. _2AH 5H R PAI U In .ad '^,• \ C.O. 7 11/4 fy / C.O. lIn Iln 71/4 IC.D 3 r SLOPE"1/4"PER FOOT PITCH TO DRAIN >n U . . � y CYNO a cn ♦ PLUMBING SCHEMATIC o W TO APROVED Qu 4"C.I. SEPTIC SYSTEM ♦ TRAP HOUSE ^^ N.T.S. (4)1-3/4X14 ML T" rl 1 '1 �— 1'-rl ♦ 3/4"SUBFFLOOR �/ / el 14" • + 4' 14"TJ15 0 WOO ML I FJ @l2"OC (2)1-3/4X14 , s=s 2X CJ 1 / 1 I i l a f � � f � � ( � � f V @16110C �[4{ I ; { I 1 f !i1 )/ 1 1 ti { ! { ! { ! { I O 1 S {l r ) #JJSTAINLESSSTEEL ! 1 { { 1 S== \ VJWD SW/ WASHERS 012.O.C. IVOC I f IJ I ( 111 "V 1 S= 12• I I ! I I I I { I ` ` - I 1 r I I r y f N 1 1 11 SHEATHING t -? ^d" G12'APA YAW D SHEATHING �l `�` 3/4°APA PLYWOOD r (PLTERNATNIVE:7116'D.S.B.) �) � I I , ♦♦ e-�, � � � � ( // � (ALTERNATIVIVE 7/16"OS.B) I ( I I I I I I ♦ (y I I ! jI, I I GRADE PLYWOOD ! I f 1 1 ♦♦ � � ` I q )) J 48, IIP APA RATED SHMAING I / 1 `/ ♦ \♦ 16 STUDS WOOD SEWS W/ __ OR GALVANIZED I� ( ♦ 1c:=0 %1B STAINLESS STEEL 1 I/ 1X4 DFM2 ♦♦`--? WASHERS CO 12"D.C. / I WINDOrl W SILL C 1 / \If i TYPICAL WINDOW OPENING { { { 1 (LESS THAN 4'-0X8'0"OPENING) I f I I I y Oa CALVAN32ED Effl .♦ . 1 - ) WOOD SCREWS W/ I l I I r r r I WASHERS 0 12'0,C, � E►yCe .. A a 1 a• 4"CONC. ONC.SLAB,REINFORCED I.DS1D TYPICDOOR OPENING MULTIPLEPLYWOODASSEMBLIES ] 7X4 OFY2 NDSCONNECTEDAa (LESS THAN 4'-0X8'-0"OPENING) TOGETHERWRH EE 4 1- A a a. OR GALVINIIED BOLTS W/WASHERS 10"PC r , , A ► AND NUTS @ 2'-r O.C. O WALL A; 1 �e TYPICAL MULTIPLE OPENINGS 4r,�d j --------------; v►d (MORE THAN 4'-0X8'-0"OPENING) �h `" I DRAWN MH/MS ----------------- - - - - 24"XI2"CONC.FTG. WIND-B RNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL SCALE: 1/4°=1'-0° (3)#5 REBAR SECTION C-C ' AS PER TABLE 1609.1.4,N.Y.S.RES.CODE:ALTERNATNE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) JOB#: ' November 22,2013 — WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7J16" SCALE■ 1/4�� — 1 AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO µ ) SHEET NUMBER: 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. A-7 ` PAINTER TO PRIMDRAWINGS,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 E AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE 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 ELEECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKiNG AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM AMENDMENT REVISIONS: SEQUENCE O PROJECT: S ITE DATA: SCTM # 1000-126-13-03 ROOF AREA: 6418 SQ. FT. CONiPU f WITH ALL CODES OF LES SILT FENCING AS REQUIRED. RUNOFF E: EXCAVATE: FILL: ' APPROVED AS NOTED NEW YORK STATE &TOWN CODES 1 SITE CLEARING.CLEARANCE OF MINIMUM SITE WORK AS NEEDED. INSTALL BERMS,HAYBA Q DESCRIPTION• SQ FT AREA: LOT COVERAGE: PROTECTION TO BE MAINTAINED DURING LENGTH OF CONSTRUCTION.EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS AT 100% WATER RUNOFF: 1072 CU. FT. a AS REQUIRED OF UNDERGROUND WIRES,CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY COMPANIES THAT THE 1 DATE. 11 13 B P - �3� ,, AREA IS CLEAR. CLEAR THE SITE AT LEAST 20-25 FEET(IF APPLICABLE) FROM THE PROJECT PERIMETER. DO NOT CLEAR OR EXCAVATE PROPERTY: 32,023 SQ. FT. 0.7 ACRES (2 IN. RAIN PER HOUR) � VM��SA LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION; DISTURB VEGETATION ONLY AS NEEDED,THEN RESEED OR REPLANT AS SOON AS NO *1-24146_0SY•�-� - - PRACTICAL. LIMIT EQUIPMENT TRAFFIC 1N AND OUT OF THE JOB SITE-DO NOT DRIVE OVER UNCLEARED AREAS.PROTECT UNCLEARED ESTIMATED AREA OF +�- 19,000 SQ. FT. PROVIDE (5) 8' DIA. X 6' DEEP DRYWELLS NOTIFY BUILDING DEPARTMENT E S AREAS WITH FENCING OR OTHER BARRIERS.PLACE BARRIERS AROUND THE DRIP-LINE OF TREES TO PREVENT INJURY TO THE ROOT -- TEES SYSTEM. IF A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE CONSTRUCTION BEGINS,A TEMPOARY GRAVEL DRIVEWAY SHOULD BE GROUND DISTURBANCE: 765-1802 8 AM TO 4 PM FOR THE - SO -- INSTALLED WHERE VEHICLES ENTER THE JOB SITE. FOLLOWING INSPECTIONS: DRYWELLS CAPACITY: 1267 CU. FT. t. FOUNDATION - TWO REQUIRED --- -- FOR POURED CONCRETE 2 POLLUTION CONTROL:CONSTRUCTION DUMPSTER AND PORTALAV TO BE ON SITE AND MAINTAINED DURING LENGTH OF PROJECT. L. ROUGH - FRAMING & PLUMBING PROPOSED HOUSE: 40169.6 $Q. FT. 12.7% 3 SOIL CONTROL: EXCAVATED SOIL TO BE RETAINED ON SITE AS INDICATED ON SITE PLAN. RETAIN AS MUCH TOP SOIL AS POSSIBLE TO 3. FINAL PRESERVE THE ENVIROMENTAL QUALITY OF THE PROJECT SITE. EXCESS FILL TO BE SHIPPED OFF SITE.CONTRACTOR AND EXCAVATOR 4. FINAL - CONSTRUCTION MUST ���' �!��� �' SHALL INSPECT PROPERTY FOR EXISTING UTILITIES BEFORE EXCAVATION BEGINS.ANY DIGGING WITHIN 241CHES OF UTILITY MUST BE PROPOSED PORCHES: 1275.0 $Q. FT. 4.0% OPEN SPACE BE COMPLETE FOR C.O. " DONE BY HAND.WHEN THE TOP SOIL IS PRESERVED,TILL THE SOIL FIRST,AND THEN REMOVE TO A SAFE LOCATION WITH A FRONT ALL CONSTRUCTION SHALL MEET THE END LOADER.PROTECT GRASS,TREES AND OTHER PLANTS WHENEVER POSSIBLE. PROPOSED SCREENED PORCH: 262.6 $Q. FT. 0.8% VACANT REQUIREMENTS OF THE CODES OF NEW � � ������ '. .._ NTMCLKI EXCAVATION SHOULD BE AS LEVEL AS POSSIBLE.SET ELEVATION BENCH MARK PRIOR TO EXCAVATION.OVER DIG FOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR A WELL DRAINING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK. n I YORK STATE. NOT RESPONSIBLE FOR A). IF THE DEPTH OF EXCAVATION IS 6 FEET OR LESS,OVER DIG R 3-4 FEET. PROPOSED POOL: 800 SQ. FT. 2.5% L - 167.96' R -' 200•OO' I iGN OR CONSTRUCTION ERRORS. B). IF THE EXCAVATION IS DEEPER THAN 7 FEET,THE SIDES MUST BE SLOPED OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEET OR L - 35.20' INSTALL SHORING. HILLSIDE EXCAVATION: EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE-THE ANGLE AT WHICH THE SLOPE IS STABLE,USSUALLY oO BACK TO A SLOPE OF 2:1 (VERIFY SOIL CONDITIONS). RETAIN STORM WATER RUNOFF A).AN UNSHORED VERTICLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. PROPSED SEPTIC SYSTEM: �� 150' FROM FL L' t R CERTIFICATION PURSUANT TO CHAPTER 236 4 STORM WATER RUNOFF CONTROL: INSTALL DRYWELLS (AND SEPTIC IF NEEDED) DURING CONSTRUCTION.GUTTERS AND DOWN SPOUTS PROPOSED DRYWELLS: SEPTIC % Of'' _r=IID CONTENT BEFORE OF THE TOWN CODE. ROOF.ALL DOWNSPOUTS TO BE PIPED TO DRYWELLS AT THIS TIME. CCRTIFICATE OF OCCURAl1� Y TO BE IMMEDIATLY INSTALLED AT TIME OF COMPLETION OF O _ _ _ _ _ _ _ _ _ _ _ _ _ _ UNDERGROUND HOOKUPS (ELECTRIC,WATER,GAS,ETC.)TO BE INSTALLED. -- _ lT► SOLDERV$ED IN WA7". 5 PROJECT COMPLETION: FINAL GRADE TO CONTROL RUNOFF DIRECTION TO STAY WITHIN SITE. PITCH GRADE ALONG PERIMETER , - , f _ - , W 0 SURPILY�1 STi5IFiI�".tiAf1%�' � (WHERE POSSIBLE)OF LAND DISTURBANCE AWAY FROM NEIGHBORING PROPERTIES AND ROADWAYS. INSTALL CATCH BASINS WITH TOTAL: 6407.2 SQ. FT. 20.0% , , - p'" EXU E 1., 196 L ELECTRICALDRYWELLS AS REQUIRED TO CONTROL RUNOFF THAT CANNOT STAY WITHIN DISTURBED AREA. NSEALLNOSE - INSPECTION REQUIRED 9.ON� _o 1 ININ-GROUND POOL I 00 GUNITE ) z L , a .O ' PLUMBING a SEPTIC SYSTEM LOCATION: p, ALL PLUMBING WASTE W w PROPOSED SEPTIC SYSTEM DETAIL &WATER LINES NEED DO NOT PROCEED WITH • LOC. A: LOC. B: TESTING BEFORE COVERING FRAMING tJNTII.SURVEY SYM., DESCRIPTION: HOUSE (NOT TO SCALE) OF.FOUNDATION LOCATION:! 0 � ST 2000 al. SEPTIC TANK 22.6' 56.6' FINISHED GRADE � -ELEV.+1.51 100, HAS BE��1`APPRa _.�: � P-+ / 59.2' w.., .;,s...-.s,. , O g FINISH GRADE / I \\�. ELEV.0.0' ELEV.0.0' DP 1 8' dia. X 4' dee DISTRIBUTION POOL 36.8' 58.7' �� / SCREENED COVERED PORCH 1 a POOL EOUPMENTPORCH _ :.................. ..................................................... ......... �\ vi t p � � parnnoE: ' PORCH ( :` ( TOP EL.-1.0' 1'MIN. TOP EL.-1.8' 1'MIN. " SPOOLHFATE0.30emp 1 DP 2 8' dia. X 4' deep DISTRIBUTION POOL 32.5 65.9 6 ., .: MIN.4"DIA. v (CONNECTV AGAf) VV SEPTIC DISTRIBUTION " '` •:. L APPROVED PIPE APPROVED PIPE LEACHING ' t DWELLING LP 1 8' dia. X 4' deep LEACHING POOL 38.5 50.8 INV.EL. min.PITCH 1/4"/1' TANK min.PITCH 1/8"/1' POOLS POOLS 4'-0" 150' FROM ' , , ' 1 5 16 INV.EL.-2.0' INV.EL.-2.6 SAND AN \ ' 1 PUBLIC WATER LP 2 8 dia. X 4 deep LEACHING POOL 44.2 55.2 INV.EL. COLLAR SEPTIC i 2.5' 3' 1 -- 8' �-8' MIN. 2 STORY FRAMED HOUSE LP 3 8' dia. X 4' deep LEACHING POOL 43,5' 63.1' �"----10, GARAGE ` LP 4 8' dia. X 4' deep LEACHING POOL 39.8' 69.9' t BOT.EL.-5.9' GROUND WATER \ 1 (2)DISTRIBUTION POOLS;8'X4' (NONE DETECTED) \ (4)LEACHING POOLS 8TX4' DWELLING � � COVERED PORCH PUBLIC WATER °°ter°ti e - - 727 A 61. o;2 ` Q O 1, �i J OP O 1 �D O MEETS AND BOUNDS BY sA N ;150' FROM �,,�1 y'�CT�R B8D ' � a PROPOSED SEPTIC SYSTEM DETAIL PECONIC SURVEYORS 1 SEPTIC O LP � Y N .T.S. Y 2 2013 ,� ,° DATED J U L 6, ( EP EP 1 DISTANCE TO SEWAGE DISPOSAL SYSTEM 6`., P00.11:O.VTO REMAIN NOTES . - - MINIMUM S E P E RAT I O N DIS ON S;TE FOR DURATOA ( EP , , \ 777.94' ///��� oprEFORDrnoN LAUREL TRAIL /�, \ _ / PROPOSED `- I WM BUILDING WELLS(1) 1. DISTANCES BETWEEN LEACHING POOLS AND WELLS ARE BASED UPON DEPTH OF THE WELL(S)INVOLVED OR REALTY SUBDIVISION Q�5 00, ` z 001 REQUIREMENTS.REFER TO"STANIDARDS AND PROCEDURES FOR PRIVATE WATER SYSTEMS". Q W,J R LEACHING STORM SURFACE SWIMING [� ��• �s FROM THE PROPERTY WATER PUBLIC PRIVATE � .3�1 NEAREST PART OF CELLAR SLAB LINES LINES(3) POOLS DRAINS WATER(2) POOL 2. DISTANCES BETWEEN LEACHING PPOOLS AND WETLANDS ARE SUBJECT TO APPROVAL BY THE NEW YORK STATE DEPARTMENT OF ENVIROMENTAL CONSERVATION I PRIOR TO ISSUANCE OF SUFFOLK COUNTY APPROVAL. O R = 25.00 SEPTIC TANKS 10' S' S' 10' 8' 20' 175' 75' 75' 20' 3. IF PROVEN TO BE ABSOLUTLY NECCESSARY,WATER LINES MAY BE APPROVED WITHIN 10 FEET OF A SEWAGE DISPOSAL SYSTEM, _ PROVIDED THE WATER LINE IS PRCOTECTED FROM CONTAMINATION OR DISTURBANCE(eg.INSTALLATION OF LINE INSIDE A = 23.94' m n LARGER DIAMECER LINE FOR PRO)TECTION). I � S0' 100' 20' X LEACHING POOLS 10' 10' S' 10 8 20' 200' 100/1 4.INCREASED DISTANCE MAY BE REQZUIRED BASED UPON SITE CONDITIONS. o `� X O LEACHING POOL 10' 10' S' 10' 8' 20' 200' NO CLOSER THAN EXISTING 20 l C p U R T ") CU ADDITION POOL OR 100' / L A U R E L. V PUBLIC WATER SEPTIC TANK LEACHING POOLS SEWER LINEREQUIREMENTS � m � NOTES: NOTES: ro 1).MINIMUM SEPTIC TANK CAPACITIES IS 2000 GALLONS. 1).MINIMUM LEACHING SYSTEM IS 2 DISTRIBUTION POOLS;4'DEEP,8'DIA., NOTES: U m i).ALL SEWER LINES SHALL BE A MINIMUM OF FOUR INCHES IN DIAMETER. 4 LEACHING POOLS;4'DEEP,8'DIA. Y1 VACANT VACANT 2).CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 psi AT 28 DAYS. 2).LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE 2).THERE SHALL BE A LENGTH OF CAST-IRON SEWER LINE EXTENDING THROUGH THE (OR EQUAL). FOUNDATION TO A POINT A MINIMUM OF TWO FEET BEYOND THE FOUNDATION WALL. :,., 3).WALL THICKNESS SHALL BE A MINIMUM OF 3",A TOP THICKNESS OF 6"AND A " ALL WALLS BOTTOM AND TOP SHALL CONTAIN 3).ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). 3).THE SEWER LINE FROM THE BUILDING CAST-IRON PIPE TO THE SEPTIC TANK AND BOTTOM THICKNESS OF 4. _ _ REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. TO THE LEACHING POOL S)SHALL MEET OR EXCEED COMMERCIAL STANDARDS 4).A MINIMUM DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE CLASS 2400 SEWER PIPE,OR ASTM STANDARDS FOR PLASTIC SEWER PIPE WITH A ^ "' ' WATERTIGHT. MAINTAINED. MINIMUM SDR 35 RATING. 4).ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS 4.SLIP-RING CONNECTORS OF THE PROPER TYPE SHALL BE USED AT THE CAST-IRON i' GENERAL: LLLW 5).THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH A 5).AN 8'MIN.DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL ) �;' DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A MAX.TOLERANCE OF+/-1/4")ON A MINIMUM 3"THICK BED OF COMPACTED BE MAINTAINED. JOINT. SIGNIFICANT RISK FOR BASEMENT SEEPAGE ER FLOODING,CAUSE TION OF S i' FLOODING OF GROUNDWATER,OR INTERFERE WITH THE OPERATION OF SUBSURFACE F•y SAND O PEA GRAVEL. 150' FROM '' SEWAGE DISPOSAL SYSTEMS AND OTHER'SUBSURFACE STRUCTURES. V 5).THE SEWER LINE FROM THE BUILDING TO THE SEPTIC TANK SHALL HAVE A MINIMUM i' DRY WELLS MUST BE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION '•�, %� WILL.NOT COMPACT THE SOILS BELOW THE DRY WELL FINALLY,A DRY WELL O DISTRIBUTION BOXES PITCH OF ONE-QUARTER INCH PER FOOT AND ACLEAN-OUT OR MANHOLE EVERY 150' FROM SEPTIC 6).A 10'MIN.DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. SHOULD BE PROTECTED BY EASEMENT,DEED RESTRICTION,ORDINANCE,OR OTHER ( ) `•..� SEPTIC %� LEGAL MEASURES THAT PREVENT ITS NEGLECT,ADVERSE ALTERATION,AND REMOVAL. FIFTY 50 FEET. NOTES: '� %� THE BOTTOM OF THE DRY WELL MUST BE AT LEAST 2 FEET ABOVE SEASONAL HIGH 1).THE BASE AND WALLS OF THE DISTRIBUTION BOX SHALL BE MONOLITHICALLY 6).THE SEWER LINE FROM THE SEPTIC TANK TO THE LEACHING POOLS)SHALL HAVE A •�,� WATERDISTRIBUTE EOR BEDROCK AND N AS LEVEL AS POSSIBLE S. UNIFORMLY �► ) MINIMUM PITCH OF ONE-EIGHT INCH PER FOOT. DISTRIBUTE RUNOFF INFILTRATION OVER SUBGRADE Bolls. CONSTRUCTED OF APPROVED REINFORCED CONCRETE,FIBERGLASS,OR PLASTIC N FINAL GRADING AND BACKFILLING AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS IN CONSTRUCTION: ADDITION TO THESE REQUIREMENTS. 7).SEWER LINE TRENCH(ES)SHALL BE FIRMLY TAMPERED.ALL BACKFILL SHALL BE FIRMLY FOR DRY WELLS,PROTECTION OF THE SUBGRADE SOILS FROM COMPACTION BY � NOTES: CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL. �1 PRIOR TO ITS CONSTRUCTION,THE AREA TO BE USED FOR THE DRY WELL SHOULD BE TAMPERED BY HAND ABOUT THE PIPE.THE PIPE(S)SHALL BE SECURELY CEMENTED AT THE POINT OF ENTRY INTO THE SEPTIC TANK AND LEACHING POOL(S). CORDONED F To PREVENT RADE S WCTION EQUIPMENT AND STOCKPILED MATERIALS COMPACTING THE SUBGRADE OIILS.DURING DRY WELL CONSTRUCTION, 1).FINAL INSPECTION: 2).ALL OUTLETS FROM THE DISTRIBUTION BOX SHALL BE AT THE SAME LEVEL TO PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUBGRADE SOIL COMPACTION AT THE TIME OF COMPLETION,THE SYSTEM SHALL BE LEFT VISIBLE FOR INSPECTION. INSURE THE EVEN DISTRIBUTION FLOW. AND SEDIMENT CONTAMINATION.ALL EXCAVATION SHOULD BE PERFORMED WITH THE (� PRIOR TO INSPECTION,THE BOTTOM OF THE PIPE TRENCH SHALL BE BACKFILLED 8).THERE SHALL BE NO BENDS IN THE SEWER LINES TO THE SEPTIC TANK.IF BENDS ARE LIGHTEST PRACTICAL EXCAVATION EQUIPMENT.ALL EXCAVATION EQUIPMENT SHOULD WITH GRANULAR MATERIAL AND STABILIZED TO PROVIDE A FIRM BEDDING.THE 3).TO MINIMIZE FROST ACTION AND REDUCE THE POSSIBILITY OF MOVEMENT ONCE UNAVOIDABLE,THEN,FOR BENDS WITHIN THE FIRST TEN FEET FROM THE HOUSE SITE PLAN PROPERTY LINES SHALL BE"STAKED"IN ORDER TO ASCERTAIN THAT THE SYSTEM INSTALLED,DISTRIBUTION BOXES MUST BE SET ON A BED OF SAND OR PEA FOUNDATION,THE SEWER LINE SHALL BE CONSTRUCTED OF CAST-IRON FROM THE D PLACED OUTSIDE THE LIMITS OF THE DRY WELL IS LOCATED ON THE PROPERTY IN ACCORDANCE WITH THESE STANDARDS. GRAVEL AT LEAST 12 INCHES THICK. HOUSE FOUNDATION UP TO AND INCLUDING THE BEND.LONG SWEEP ELBOWS SHALL SH HELP PREVENT ED UNTIL SOIL CONTAMINATION AND CLOGGING BY SEDIMENT, BE USED AND BENDS SHALL NOT EXCEED FOURTY-FIVE(45) DEGREES AS MEASURED i DRY WELL CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION G: N INLET AND OUTLET INVERTS SHALL BE AT LEAST TWO INCHES. SCALE: 1" - 20'-0' SHOULD RI DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY al / TEMPORARILY OR PERMANENTLY DRAIN TO THE DRY WELL ARE STABILIZED.THIS ALONG THE AXIS OF THE STARTING PIPE.FOR BENDS FURTHER THAN TEN FEET FROM DELAYED CONSTRUCTION EMPHASIS THE NEED,AS DESCRIBED ABOVE.TO CORDON 2).BACKFILL AND GRADIN 4).THE DROP BETWEEN THE HOUSE FOUNDATION AN APPROVED MANHOLE COVER OR CLEAN-OUT SHALL OFF THE DRY WELL AREA(S)TO PREVENT COMPACTION BY CONSTRUCTION EQUIPMENT THE COMPLETED SYSTEM SHALL BE BACKFILLED AND COVERED WITH SUITABLE SOIL A BAFFLE IS REQUIRED AT THE INLET SIDE OF THE BOX WHEN THE PITCH OF THE AND MATERIAL STORAGE DURING OTHER SITE CONSTRUCTION ACTIVITIES.SIMILARLY, FOLLOWING APPROVAL TO DO SO BY THE DEPARTMENT OF HEALTH.THE PROPERTY PIPE FROM THE SEPTIC TANK TO THE BOX EXCEEDS ONE-HALF INCH PER FOOT. BE INSTALLED. USE OF THE DRY WELL AS A SEDIMENT BASIN IS STRONGLSHOULD BE A MINIMUM OF Y DISCOURAGED.WHERE SHALL BE GRADED SO AS TO MINIMIZE SURFACE DRAINAGE INTO THE SYSTEM.A MAXIMUM FIVE PERCENT SLOPE SHALL BE MAINTAINED FOR A MINIMUM OF TWENTY 5).THE DISTRIBUTION BOX SHALL HAVE A MINIMUM INSIDE DIAMETER OF FOUR FEET. 9).ALL SEWER LINES SHALL BE STRAIGHT.WHEN SECTIONS OF PIPES ARE USED,THEY UNAVOIDABLE. XDIMEN C FOR THE SEDIMENT BASIN (20)FEET HORIZONTALLY FROM THE NEAREST EDGE OF THE LEACHING POOL(S) SHALL BE OF THE SAME MATERIAL AND CONNECTED WITH COUPLINGS OF THE SAME 2 FEET ABOVE THE FINAL DESIGN L BOTITON OF THE DRY WELL BOTTOM. ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE BEFORE TAPERING OFF TO PREVENT SEEPAGE OF THE LEACHATE THROUGH THE TOE 6).DISTRIBUTION BOXES WITH BOTTOMS MORE THAN FOUR FEET IN DEPTH FROM MATERIAL.THE COUPLINGS SHALL BE SECURELY INSTALLED AND WATERTIGHT. DRAINAGE soles AT THE DRY WELL BorrroM,WHICH SHOULD BE ESTABLISHED ONLY OR EDGE OF THE SLOPE.STEEP GRADES FURTHER THAN TWENTY(20) FEET FROM THE FINISHED GRADE ARE NOT PERMITTED. DIRECTIONAL CHANGES THROUGH THE USE OF APPURTENANCES MAY BE PERMITTED AFTER CONSTRUCTION WITHIN THE T EB WELL'S DRAINAGE ARE IS COMPLETED AND DRAINAGE AREA STABILIZED. IF ABSOLUTELY NECESSARY. IF DRY WELL CONSTRUCTION CANNOT ER DELAYED UNTIL ITS DRAINAGE AREA IS STABILIZED,DIVERSION PIPING OR OTHEER SUITABLE MEASURES SHOULD BE INSTALLED DURING ALL PHASES OF CONSSTRUCTION TO DIVERT ALL RUNOFF AND LEACHING POOL(S)SHALL BE STABILIZED PURSUANT TO CODE 7).THE DISTRIBUTION BOX SHALL BE PROVIDED WITH TWENTY-FOUR C INCH 10) SMI SEDIMENT AWAY FROM THE DRY WELL.ITHESE DIVERSION MEASURES SHOULD NOT .WHEN USING MORE THAN ONE TYPICAL LEACHING POOL,ALL SEWER LINES FROM BE REMOVED UNTIL ALL CONSTRUCTIOWITHIN THE DRY WELL'S DRAINAGE AREA DRAWN: MH/MS 3).RETAINING WALLS: DIAMETER,LOCKING,WATERTIGHT AND INSECT-PROOF CAST-IRON COVER THE DISTRIBUTION BOX TO THE POOLS SHALL BE SET IN THE DISTRIBUTION BOX IN CASES WHERE A MAXIMUM FIVE PERCENT SLOPE CANNOT BE MAINTAINED,THE TO GRADE. IS COMPLETED AND THE DRAINAGE AREC STABILIZED. UTILIZATION OF RETAINING,OR OTHER MEANS,MAY BE APPROVED.IN SUCH CASES, AT THE SAME ELEVATION. DRY WELLS TO BE 10' MIN. STONE FILL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATE SCALE: 1/4"=1'-0" AWAY FROM HOUSE COMPACTORS.A MAXIMUM LOOSE LIFTTHICKNESS OF 12 INCHES IS RECOMMENDED. JOB#: THE RETAINING WALLS,OR OTHER MEANS SHALL BE REVIEWED BY ARCHITECT. PRETREATMENT: October 23,2013 AS WITH ALL OTHER BEST MANAGEMENTT PRACTICES,PRETREATMENT CAN EXTEND THE 0 C FUNCTIONAL LIFE OF A DRY WELL.WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF SHEET NUMBER: 0 p RUNOFF POLLUTION,ROOFS CAN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND er ORGANIC MATTER AND,DURING SITE CONSTRUCTION,SEDIMENT AND DEBRIS. THEREFORE,ROOF GUTTER GUARDS ANID/OR SUMPS OR TRAPS(EQUIPPED WITH CLEAN_OUTS)IN CONDUITS TO A DRY WELL SHOULD BE INCLUDED WHEREVER PRACTICAL TO MINIMIZE THE AMOUNT'OF SEDIMENT AND OTHER PARTICULATES S. 1 S 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 THAT CAN ENTER THE DRY WELL. PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT ANY DISCREPANCIES BETWEEN THE DRAWINGS, 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 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT REVISIONS: a - - - - - - - - - - - - - - - - - - - - - O - AM 0 1111 OrF H IF-q � Aa - - - - Qw a P� 00 i r a - a a a as a NORTH ELEVATION SCALE: 1/4" = 1' aaU � a �D N � H � aa � rhe o 00 � D - - o — _ N cu U u P M 'COO O +v+ u NJ =LL .� rn rn -- N 0 W ROOFING: ENVIROSHAKE vs. GAF TIMBERLINE LIFETIME Cn SIDING: NICHIHA SIERRA PREMIUM SHAKE EW„{ vs.18"RED CEDAR,DOUBLE DIPPED FOUNDATION: LAKE-SHORE RIVER ROCK u (TO IBE APPROVED BY OWNER) un CHIMNEY CHIMNEY CAP 4"THICK BLUESTONE FASCIA BD.: 1X8 VERSATEX,PAINTED RAKE BD.: ILA u SOFFIT: 1X6 T&G V1 E&CB VERSATEX,PAINTED,w/ x CORAVENT AT FREEZ BD.(CONCEALED) FREEZE BD.: 5/4X8 VERSATEX,PAINTED W/BLOCKING FOR VENTING TRIM BD.: 5/4X'4 VERSATEX,PAINTED BRACKETS CLEAR CEDAR,STAINED COLUMNS: 14"X114"HB&G FIBERGLASS,PAINTED WEST ELEVATION DECKING: 5/4X4 IPE DRAWN: MH/MS — RAILING: CLEAR CEDAR,STAINED SCALE: 1/4"=1'-0" SCALE: 1/4�� - 1 ' lJOB#: ' PORCH DECK: 2 THICK X 12 BLUESTONE BORDER August 28,2013 1"THICK,RANDOM PATTER BLUESTONE SHEET NUMBER: 4 r FIELD,FLUSH GROUTED (fHERMALED B/B,SEI'IN CEMENT) STAIR TREADS: 2"THICK X 16"DEEP BLUESTONE A- 1 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 COINTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS (2"THICK X 10"TREAD AT STAIRWELL) MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS Alf 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 ELEC-TRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: ROOFING: ENIVIROSHAKE vs. GAF TIMBERLINE LIFETIME SIDING: NICHIHA SIERRA PREMIUM SHAKE vs. 18"RED CEDAR,DOUBLE DIPPED FOUNDATION: LAIKESHORE RIVER ROCK (TO BE APPROVED BY OWNER) CHIMNEY CHIMNEY CAP 4"THICK BLUESTONE FASCIA BD.: 1X8 VERSATEX,PAINTED RAKE BD.: SOFFIT: 1X6 T&G VJ E&CB VERSATEX,PAINTED,w/ tt"I CORAVENT AT FREEZ BD.(CONCEALED) FREEZE BD.: 5/4X8 VERSATEX,PAINTED -=- w/BLOCKING FOR VENTING TRIM BD.: 5/4X4 VERSATEX,PAINTED BRACKETS CLEAR CEDAR,STAINED COLUMNS: 14"X14"HB&G FIBERGLASS,PAINTED DECKING: 5/4X4 IPE RAILING: CLEAR CEDAR,STAINED _ PORCH DECK: 2"THICK X 12"BLUESTONE BORDER 1"THICK.RANDOM PATTER BLUESTONE FIELD,FLUSH GROUTED W -_ _ (THERMALED B/B,SET IN CEMENT) _ STAIR TREADS: 2"THICK X 16"DEEP BLUESTONE __ (2"THICK X 10"TREAD AT STAIRWELL) O W _ cd o � a :131 4 D d D SOUTH ELEVATION ° U �4 U.4 SCALE: 1/4" = 1' '� H .d00 na � o MIN `_ . N M i t~ M Q X p U w 'iz it 111 111111 _ ' II II Ih,I �� r ' 4+ It 11 V I 4J cz 11 Ili 11 111111 11 11 1 1 1 11 1 11 11 11 1 N NI ifHi 11it I1 1111 W it if fit Ill 11 It 1 11 Ill 10 [Ullu I lIL a =- a o __ --- Cl1 - -- W - — - O - Q SOUTH-EAST ELEVATION SCALE: 1/8"= 1' N EEEI� I YA Nlll � I I I ly/ Ill I I U x o C� EAST ELEVATION �' ' DRAWN: MH/MS s: SCALE: 1/4'1 SCALE: 1/4" = 1' �x JOB#: ,; Y,v=„ FC`, August 28,2013 a« �" SHEET NUMBER: OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS '° THE DRAWINGS THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CfONTRACTOR TO COORDINATE MEETING WITH R EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN PAINTER TO PRIME AND PAINT ALL DOOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELEECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEEI'ROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS 4AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR Q : '} se 9 REVISIONS: 0-25r e\0 C B Axl = 6 $� 84'-6" -4r- 8P-41/219 .r 8 —41/2 6 —31/2 15 41/4 39 —11 14'-61/2" � 1 " 17'-51/2" 8'-5" 3'-6» '-0" 12'-10" ,-0" 21'-1" ,-0" 12'-61/2" ------e------- ----, -----`--- a---- ------ I i . a ° ° e • na . a ° • e 1 • d 4 • 4 d I i d d d 4 4 d d 4 4 d 4 4 4 4 d d d 4 4 d 4 4 d d 4 I a b' I ° b --- ----- -"------------------------- ------- , I ' o }----------------------------------- E '-----------------------------------1 'p -----------------------------------+ -9 t .. O I 4° 1 I i 1 °° 1 I ° I I d I iI O •.a ' STAIRS D' 1 n b' I STAIRS i ' I I „ I I I , 1 , -y \1, ------------------ - ia ------------+ I+-------- ------------------------------—--I °° I --------------- ------------------- I ° I ---------------------------------+I d +t - --------------------------------- I � I `_j-------------------------------------- 4 q Q 4 4 d ' 4 4 d d 4 4 4 4 4 4 d 4 I ° n D b'a a b'a n b' b'a ,y ,_________ ____ ____ __ ___ ____ _ _____ ___ ____ _I P /�_ __-___ ___ f �I____ __i �_ P .>6 ;___ _______ ____________-_ --_ ____ D, D .>D. i ____________-____ -_-_-__.___________---_-__ _____ ____i 'D fD, i__ ____ ____ ____ __________� _____i D •,D ---- - -- -- ---, ° I yp i � •D ' D'° �' b I� — I •n 1 4 o IN ALL G SHOO UPS F R BARB QUE.E ACTT ` Q ` LOCA ON TB ° `, •• ; o I f t D , o - �! ----- --- ---- ---- - a I 65'-2" 4,-0„ 8,-6,r 4'-0": ° 01-01P ------------- ---- ----- ---------------• --- ----------, NOTCH WALL IFOR ° x P- ' - + P BLUESTONE PATIO-PORCH p v °• v• p H C\ STEEL DECKIMG , (COMPACTED FILL(NON-ORGANIC)) d pd• e °, , ' • ` I f I ' O d I I O d•D • v p o DRAIN TO I ° IN TA G SHOOK UP I r' -------------- ----- ° I W �1I2 7� DRYWELL—� °. , ' . ,I ° 8 4 , FO B RBE UE.EXACT / p 3• ° i LO ATI '\ d •, ° D -- ----------------- I D ---- ---- ------------------------------------------- -------------------- ---- -'--- ---- ---- --------------- ` v -'- d .. ° Q'D �+ -2, 1v1,Ea p o ----- ---' -•v--a---p o a -' . e ---o------♦--d•--,p--.-------n-----------.--d----------•--d----.--e-----o-----• e d o e • D d • e • e O pd. d o . pdpdpd. o p6_01DaAd dd ---------- ----- --------------------------------------- ---------------------------- 4 w 41 • :' O ° v a IOR SHEATHING TO BE I I I I ° a; „ • v 4 pv• • D• - v 8 -9 RIMETER WITH PATIOS I •'p , e o e Dd d o D L (2)14"ML 00. �• I f�- a� �FLU --------------- ---------- SHHEARTHi I i / cV CT: X-I p•' C Lu Lu Lu I t M m Q. G m, ' J Q ••4 Lu ' FURNITURE LL LL ILL IN v STORAGE I r STAINED CONCRETE SLAB _j' _j ' D• ; j� I _ tlj w/POLYURETHANE a I = v "^' Xvl (2)14"ML 00 ; ♦4 W 'h I it 11'-21/2" `' I v � I ^ ••° I � GAS FURNACE � E I � 4 � (GEO-THERMAL HEATING&Al � I I • v; - x ( • ° av .3• '» 1 » ; 4 ; aa FE- - _ r-------------- -------------• OD' 91/2I 7'—?/'-8�/ 7 — 7r-9/2» 7, , .. ; 7,-9/2„ 7,-9/2 , 7'—y�/2” I 27, I \�+ ' ,, ��\�= `` Q. . D Q a0„ p d •v , �8. `� . . . �� �. . �I. �� . ' ; ' �� ,TL1 Y 1 ' ' i i�i i00 16 2X6 PLATE OEW0X3�STEEL GIRDER �C S� 2X6 PLATE'OVER WIOX30 STEEL GIRDER 2X6 PLPATE OVER W1 X3d STEEL GIRDER 2X6 PLATE O\ER WIOX30 STEEL GIRDER 2X6 PLATE OVER W10X 30 STEEL GIRD R 4 3 -5" 7'-5 -----------'--' ' -------� '------- •-- ---------- I I I ------' ---- ••° j \ J ` • . ♦ •-------------' 1 I , I I I ----- I I , ` , i, • 1 I I I WM Ir , • ' , ,\ � L (2)1-3/4X14 FLUSH BEAM Lu I ---------- ---------- n _______ 3 I co �+ ai o D K X I I --------- --- -- I J I i X ^ U 11, ` ,/ •� �`�'/ O+ m ------- -- i I 41 ++ r ' _ �' , +/ ,\ ° `` •lam `' J+ N I 1 'V'I : I ' ' Or, x O ft'{ \ ---------- ---------- \ I M, I - a"rn�•. l GryI I m 12 M EXTERIOR SHEATHING TO BE 18R 9T @ 7-7/16" c ; �4 -- --------------------- ' _ r, v M l2 • PRESSURE-TREATED FOR 1 COURSE HOUSE • LY M, , Q `� AT PERIMETER WITH PATIOS I I (3'-9"DEEP LANDING) I i x I i a 2" U m t ` i v \ p M 00° c9+ ' ._ IN \,+ \ , (� \ ' ° ' , , ? ` - v • p 4 p - - v • p - o .O o• d n• d o d D • .° o. i ` ' v p p4 p -. o . 9 p4 p -. o p p p -. v p p4 p 4----- 0 W( '-2"WIDE' - - - ---- --- ---- --- ° ------------------------------------------------------------- ---- - t. .��jFJ C• ,o \\ 'oSEPTIC • GARAGE - •d , // I ,' 1 .4 O 'Q. LINE p ' O 'o p�D •D ---------- ---- ----- - LIDPORCH BLUESTO + \ ! °. ; `\I v p - v ---. COMPACTED P E PATIO ( ( ))ILL NON1 ORGANIC v °4 v - - v d•D 'a° ; N O 0, •°\ i i I \\ v - d • p�• G V • c' , \ V' d .O o• ° I 'n 00 , BASEMENT D` 8' 11» 4,_0„ --------�T-6"----- -- 4'-0" , „ „ \- -------,---,. -------- , „ , „ a U a, 23 —1 — 4'—0 —6 4 —0 10 —0 A o 04 a0 ,t '` ' `, •p , i D. --- i --------- I � 1 i i I I I 1 i I 1 i ° I c� / Q-• p 'a Ja /D ° D° ---- n 4' --- --- --- --- -- ------- ----- 1 D`a ---- - b° -------------'-- --- I n D'a ---- Dn ----- ---- ---- --------- ---- ---- ------- a Da --- ----IL II / \ , /, V I o D o• o D o - o a0 •D D o D .fo I `, ° Q 0++, p (� i 4 ° 4• ° d ° 4 ° d ° 4 4 ° 4 ° 4 ° d 4 ° 4 • 4 ° 4 4 4 4 4 4 4 d d 4 4 4 4 4 d 4 4 dd _ ----- ___________ ----- _____________________________________________________________-- _{________-_-_______ _-_-___---_y 4 .-t__ __-___ ___-_ _____---___-_____-_-___---_______---_____-______ ___-__________________ ----- _ + - STAIRSa +------------------ ---------- -+ h x CONCRETE FOUNDATION,3000 psi.HEIGHT AT 10'-0". 5).PROVIDE 2-2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL ° --° >--- - 1).10 THICK POURED CONCR P EXTERIOR OF FOUNDATIONS ARE TO BE DAMPPROOFED PER N.Y.S. PLATES ARE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND RESIDENTIAL CODE WITH A BITUMINOUS COATING. FOAM OR FIBERGLASS SILL GASKET. 2).ALL HEIGHTS,WALL LOCATIONS,STEEL DECK LOCATIONS,ETC.TO BE 6).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I 1'-0"OF 15 —6 —0 3 —6�/2 —0 8 —0 —0 3 —6�/2 —0 16 —6 —0 5 —6�/2 VERIFIED IN FIELD WITH GENERAL CONTRACTOR AND MASON PRIOR CORNERS,INTERSECTIONS AND SPLICED JOINTS,ANCHOR BOLTS TO CONSTRUCTION. TO HAVE A MINIMUM 7"IMBEDMENT INTO THE CONCRETE. 10 EACH ANCHOR BOLT TO BE ATTACHED TO SILL PLATES WITH 3X3 3).FOUNDATION TO HAVE 24'X12"CONCRETE(2X4)KEYWAY FOOTING. SQUARE WASHER AND NUT. RE-BAR.FOOTINGS TO HAVE 3-#5 CONTINUOUS RAR.ALL FOOTINGS TO 72'-7�/2" REST N UNDISTURBED SOIL(MINIMUM E-B CAPACITY). 7).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE BLOCKING AT 8'-0"O.C.AND MIDSPAN. A 4).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON S COLUMNS / FOOTINGS: DRAB: MH M5 / 1 FOUNDATION PLAN COMPACTED FILL.INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE 8).INSTALL SMOKE AND CO DETECTORS PER CODE. SCALE: 1!4"=1'-0" PROD ECT NORTH -A- 5X5XI/4 STEEL COLUMN 4'-6"X4'-6"Xl'-0"CONC.FTG. REINFORCED w/#5 REBAR @ Il"OC,min.5 EACH WAY JOB#: SLAB MEETS ADJOINING WALLS.COLUMNS MUST ALSO BE BLOCKED E OUT AND ISOLATED FROM THE REST OF THE SLAB.THE BLOCK-OUTS 9).GENERAL CONTRACTOR TO COORDINATE SCHEDULING AND PROJECT i i 1 August SBEET NUMBER: AT COLUMN BASES SHOULD BE SQUARE AND POSITIONED SO THAT SCHEDULING WITH GREEN LOGIC.GC TO CONTACT JEAN-PIERRE CLEAN SCALE: 1/4" = ' 28,2013 THE POINTS OF THE SQUARE MEET THE CONTROL JOINTS.CONTROL AT GREEN LOGIC,(516)625-6880 EXT.103(CELL: (516)972-1383) N -B- 5XSX1/4 STEEL COLUMN 5'-0"X5'-0"Xi'-0"CONC. FTG. REINFORCED w/#5 REBAR @ 13"OC,min.5 EACH WAY SHE JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE THICKNESS OF (E-MAIL:JP@GREENLOGIC.COM)FOR ALL WORK AND TECHNICAL ' THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL REQUIREMENTS RELATED TO GEOTHERMAL WORK. ACTUAL NORTH -C- 5X5X1/4 STEEL COLUMN 5-6 X5-6 Xl'-0 ONC. FTG. REINFORCED w/#5 REBAR g 11"OC,min.6 EACH WAY SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS A-3 TO BE NO MORE THAN 16 FEET. PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCI:HI 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 INCLUDING F MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AIT JOBOB S SOF ANY 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: C 91'-8" B A loll, I'll A 12t-091 151--019 38'-2" 41-0f1 8, 6„ 4'-0" 10'-01, 81-811 S-411 41-69" 6'--0" 4'-6" 7'-31/2" 11'-1" 8'-21/2" 8'-01/z" 3'-5�h" 4'01 -3" 4'-3" 5'-0" 5'-0" ---------------- -- ------------------------------------------- ------------------------------------------------------------------- -- ------------------- ------------------------------------------- ------------------------------------------ ---------------------------- -- ------•---------- -- ------------------------------------------- ----------------------------------------- --------------------------- -- 4R 16'T 4R 16"T @711, @71/„ ------- ------ -------------- _ _ _ _ _ __ --- It __________________ = v v O _____ ___________________—________________________ _=====v===== 2 cp Q-• r�J, `---' (4)1-3/4X11-7/SMLw/(3)3/4"STEEL PLATES GIRDER `---� ------------------ �--� - --------------------„ (4) 1-3/4X11-7/8 ML w/(3)3/4' STEEL PLATES GIRDER (4)1-3/4X11-7/8 ML w/(3)3/4 STEEL PLATES GIRDER --- � `1 , COVERED PORCH / BLUESTONE PATIO = V SCREENED-IN PORCH 30"ABOVE GRADE =N ECORATIVE POST = 0, \ � BLUES-PONE PATIO r -'(9EAIy TO POST AT WALL) I: = ;------------ --------------------------------------------------------------- ----- ----------------------------- LO 1000 =__ �_ ---------------------------- ___ I (2)1-3/4X11-7/8 ML GIRDER -4, _ VI CN i rT, \ `"' ; 2-WUCA3660-TRANSOM , I-•�i 1 ' -4 , v1 I 7� � O NO �QQ /'V ` / O o �3• o I I 9, A I / V x a p SIMPSON 187h TRANSOM VER ,, v 103 6 ��p0�� • ` MODEL 75(01 3/0x7/0 0 L] > D OR WUSFT1i016 2F1S over WUSFD 12070 custom WCM2856-Transom WUSM2016 2FIS over WUSFD 12070 custom WCM2856-Transom 2 1-3/4X14 --- "----- - - - — - — — - - - - l2� 2X10 DR " "-U--'-------------------------- 3 2XI&HDR.------ 3 13/ 14 ML w/ 2 3/4" EEL PLATE USHB d0 " jr-1, > 0 0 (()1-3/4X14 ML w/3/4"STEEL PLAT]--------- 1 I I I )- ` (((FLUSH X 4 ML W13/4"STEE L P[ik I 1-------{� /sE-IV4L-i ) ( ) (Sr 2 1 8 r 010 n O FLUSH w/FLOOR SYSTEM ABOVE I I i )i HE DER ZGJ � I I I I I I I B I ��S Jr ,` , O• O O p o I I I L WCM3256 3W-Transom -- p Ln Z O z ' ' ' ' ' TEMPERED 4 O ' I I I I I I I N I T , „ Lp,3 p(pQ• ,` i Q L0 I IN 6 }, C f�/1 i I I 1 1 I 1 —1 0 >>• ~ I I I i i i i i I (3) -3/4X9-1 2 ML HDR. a ^ 8'0"Xl'6"TRANS M.5w1h I I i ; N �:::i--- =�: ` ' N .ACK HALL 2 I I o N 2'-10 1 1 - ��-------- - ---------, -- --------- ---------------------- , I I ` ---------------- -10' _ a'' \ -- ------ ---- ----I_ __ i-:-: Uj N I \ I�` N I , I I I , ^I N ` ;IG. 1 LINEN ^I O O i I I i •I�' BEDROOM N N ~C sy LAUNDRY ZOOM ; ; I I ; ; ; ; J J I ' ' rp` 1'-8" ` PROVIDE DRAIN PAN UNDER WA HER(TYP.) ' I I I I I I \ I I I j I _ x Q7 I I I I I X J I I ` ' 1 1 I I I I N J10 cA. , � O - d " v ; I I ; I I ¢ • BATH No. • 9 VVV , ' ! a 0� ,` Q , ' I I ' I ,— „ X ' ", RARO D ANT HEAT A;FPROVIDE PRICE OLO �� VINYL JAMB LINER,S.S.HARD RE \ I O I I LIVING ttbOM ' ' b N= BATH i� �' �� << ® 0 5 8 2 -0 1 -1 / ) -�- \ X --------- - ----- --- ---------- --- -- 15 7 1 (SEALED UNIT FO STEAM ------ -- --- - --------- ' I I ` -------- y I It OG N -- " o -- ---------- --- -------------- , 1 ----- --- --------- ------ --- --- O It PREFAB FIRE LACE O ^ r O T \R2 , , I I I I I w/M LE IF) 1 I I _ C)0wlq, I LI Q� 1 "h H ARTH i B ,°'N _ • ,�<< G� \ > I I i I I BED RM.: "h H ARTH L C11 T I >rs DINING ROOM I I Tv 1 - I o o EA = `- - 1 I I I 1 I I N �`�` % ' �`;� ' \�: 14'-7" 23'-11, io 6' 0' 9'-3ih" 8„ ,_0,, SH 5,E u=J 00 00 00 ,� a U 2X10 HDR `-------_--_-----_ --�r�,-------------_----- _ _ _ ----- -- 0�--- _ _ _ _ _ _ \` ♦ \ I - _ --_ - _- - - _----- ---------- ----' ( X10 HD (3)2X1oHDR. I 00 I -1 \\ 2X WALL — - L T-0" — - — - — - — - — 6 WAL _ —_ .�_ 2'-6" 2X6 WALL 2'-6" _ _ 2 14 ML _ �� N \\ ♦ (3) 14 ML FLUSH BEAM FROSTED GLASS - - - - - - - - - - - - - - - - - - -- - - - - - - - - - -- - - - - LUSH BE (2)1-3/4X14 ML w/1/2"STEEL PLATE FLUS BEAM ' (3)1-3/4X20 ML'w/(2)1"STEEL PLATES UPSET BEAMI(TLT.W14X109) FRENCH DOOR I I I " I I - ----------- TP - O m a a ;,� `� ♦ p�1` ` ANSOM ABOVE I I I IL o o = N O >? \ ���� • "' I co I J I I I I (I I I .N�- C N I N N O ^� 00 \♦�� �S ` �' 6'-111/2" ` 1Z o �J ISI I I MAIN HALL �I I I SOLID-CORE DOOR w/ XII I� WALK-IN 1 �1� , 4 MIN. RE RATED DO R _ m Iw I I I I WEATHERSTRIPPING& V' O, ,- 3�A �L S HIND &STEELJAM S� , „ 1� ¢ W 1 1 , „ , �� I DOOR SWEEP m I I CLOSET No. 1 2'-6" < ♦ `,,l �1�2 45 MINUTE FIRE-RATED DOOR I —5)/2 I F- �= 1 5 —2 —0 I 1 '-7" 1 I 3'-7" 7" LO w/SELF-CLOSING HINGES& Ln m ♦ 1O STEEL JAMB PER CODE ,j ____ .- -- I� - - - - - - - - - - --------- �%♦ \ 6 , ; J 2X6 WALL - - - 14"ML BM. 2,_6„ - - - - - - - ---- --- C)t ' ' ' ¢ I aZ 2'-6" 2X6 WALL ' - [ I -' MUD ROOM = 1CC ---------- R : N __-- ----- J C? I 10 CD -- - ' , " =N ENTRY x ---------- -- I N v0:0 F • _ X I 00 _ x = WALK-1N N o 0 ---------- --------- ' 1 -I � 'x r M� ° CLOSET No. 2 �; v o _ �- ---------- ---------- STUD J ` ` 6� O I O'O IJ N "I ' ^I S S / GARAGE - �- �< o ---------- ---------- f� %5/8"TYPE-X FIRE RATED -'O < �\ • I , - ' , ^ I SEAT , W 'D O �s C�-SHEETROCK ON WALLS 2 - \\ o ; O'O v ' 0O ' (3)2X10 HDR. ,`- o v ' PANTRY I �, En .fl d' � k CEILING PER CODE ` � ' I I o I ce p, 18R 9T @ 7-1/2" I� WCM241W%E6ransom `1 ` 7 , I ' ' ' (4'DEEP LANDING) - III QJ af6' ` Q 783 '5 �h I ; KITCHEN ; Iv I - III ° opo (3)2X10 a (3)2X10 HDR. ' (3)1- X9 1/2 ML DR. (3)1- 4X14 ML w/(23/4"STEEL PLATE FL SH EAM ® 3) /4X14 ML w/(2)3/4" EPLA TE EL BE "' „ ��'J Q� WFELP2436 III 1/4-3/0-1/4x7/0 SL-ENTRY-SL III �,>'J� iii U cn �^ S kON 18 h TRANSOM OVER 9 - J �o U) HOUSE \ \ , 1 r y So ,,, MODEL 7501 DOOR,7702 SIDELIGHT ,, (� ® yo I II d+ �\ @ 7h' • MPDEL 7501 3/0x7/0 DOOR 'L!2 �? ti� �ca� O �� w/ELI "' �d �� ; 'L �cao CO ;;; N v v I� p ,J III -/! I I 1� III 111 O -p `7! �1\ O - O W V `` a' III y I I �' �' I III III I -Z1 I 1� 1 I� I11 % I I,J Q O O I Du'f 1 `1p(��'`L J n I 1 I I J 2,(� �'Q ' 1 LSillC 1 3, ,y�I I - \ 111 'T R JI11 ���� .T ; ` .R� 'a I11 �•(� ti = m COVERED PORCH _ ti 1100 ~dhs0 NDB__. `�• n i i i BLUESTONE PATIO i i i n d'�O (3)9 1/ R �� in I I I 30"ABOVE GRADE "'^ IY) GARAGE ^ c9, f +� �F�Vp�' ,, WCM2440 3W-Transom x x WCM2440 3W-Transom (0 f ' , ��♦ III'n M 1 1 1 I I I ry1 I I I III (2)1_3/4X91/4 ML L(7 Oe < \ `'th 10�Q• "' �uF=====__====`T-: ==_____----- O y , , ♦ IIIv III ,,, .� III , III III Q, / '00 -'- `, `, O� 1^l\2� ���5 ,, ,� � nl U BASEMENT I.' \Y 1 V "' /�� ��` "' O V: 66� �c/ •-*I-• 3 11-7/8 ML GIRDER •---• 3 1-3/4X11-7/8 ML GIRDER •---• 3 11-7/8 ML •-�+�-• . .� �, . •-I+I-. •---• O •---• (3)11-7/8 ML GIRDER •-*I-• CA ---------- r _________ Gp.3 J ) L J ( ) J __(_)_ (3)11-7/B ML 3 i-3/4X11-7/8 ML GIRDER r , _________________ ___________ r �� T _ ______________ r C'4 �' 2 ,, --- --- --- --- \. --- --- -- r QI 0% ` 00 (k \ � 4R 16'T �0 --------------------------------- --- --- ---------- N -- ------------ @7/s°--------- --- -- H 22 d -- ----------------------------- ----------------------------- U 3'-11" 5'-0" 3'-9" 3'-9" 3'-91/z" 7'-9" 11'-61/z" 4'-3" 4'-3" 4'-91/4" 5'-23/4" `I�, 4'-0" 7'-6" 4'-0" 23' 1" 4'-0" 8p--6" 4'-0" 10'-0" d 1).PLATE HEIGHT AT 10'-0"UNLESS OTHERWISE NOTED. 7).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16'O.C.. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 4'-0" 3).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. 8).MULLS,VERTICAL OR HORIZONTAL,ARE TO BE PROVIDED WITH 4).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE (2)2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. �B A LIVING AREA: 3,050.4 SQ. FT. '` `, = BLOCKING AT 8'-0"O.C.AND MIDSPAN. 9).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 � AND 2X4 WALLS AT R13. 5).PROVIDE 3-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS . - GARAGE: 1,019.2 SQ. FT. OT 10).INSULATE CEILINGS WITH R30 INSULATION. S ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR f ' s�" e::�,. _:`'6;�r e DRAWN: MH/MS E PROJECT NORTH 1ST. FLOOR PLAN SCREENED PORCH: 262.6 5 FT. Y„ " .1 " SCALE: 1/4° MICROLAM HEADERS. 12).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEET ROCK. Q• ' BATHROOMS TO BE MOISTURE RESISTANT. 6).ALL INTERIOR DROPPED HEADERS HEIGHTS FROM TOP OF FLOOR TO `4 ::, ;,w.,�,.#�r=,; JOB#: SCALE: 1/4" = 1' fly r , N �„'_; � October 23,2013 MATCH TOP OF EXTERIOR OPENINGS(-8'-11"+/-). 13). INSTALL SMOKE AND CO DECTORS PER CODE. SHEET NUMBER: )g/ACTUAL NORTH v PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHIITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONITRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS 4 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT J)OB 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 ELECTfRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: 81'-8" C 77'-8„ r_0„ 61-6$0 16'-35/8" 13'-07/8 7'-21/2" 7'-21/2" 10'-71h"' 10'-71/2" 6'-11/2" B A 26'-11" 12'-3" 13'-51/2's 13'-51/2" 6'-1 1/2" 6'-11/290 DECKS: Li 5/4X4 IPE DECKING OVER ACQ SLEEPERS,PITCHED 12�� 1/8":1'-0"AWAY FROM BLDG. INSTALL SLEEPERS OVER EPDM &3/4"AC EXTERIOR SHEATHING. rLDc O EPDM TO RUN UP SIDE WALLS I 24".PROTECT WALL INTERSECTIONS, DECK i� DECK SHARP INTERSECTIONS AND PERIMETERS O �'v +\ IPE DECKING IPE DECKING WITH LEAD-COATED COPER OVER EPDM. ` INSTALL AS PER MFGRS.INSTRUCTIONS. �, .o WUCAFELP6040 ABOVE PROVIDE 4"PVC DRAINS TO CONNECT TO �P36- �Q. '`, �� 3-WUCA3660E POST(NP.) WFELP3248 WUSFD8070 L WUCA3244 E WUSFD8070 L WUCA3244 E WUSFD8070 L REMOTE DRYWELLS(TYPICAL) w X31 `, Sj (3)2X10 DF#2 HDR. Da (3)1-3/4X9-1/2 L HDR. (3)1-3/4X9-1/2 ML HDR. - (3)9-1/2 HDR. (3)1-3/4X9-1/2 ML HDR. _ N O � N * � \ � CLOSET iv N � i BATH BATH No. 2 No. 3 Em Q 0C 0) , w O a % ` 00 '-101/2" 14'-111/2" SHOWER TOB TILED " 6'-01/2,r , „ , " ' " , ' „ 15 -4 14 -8 5 -1 - 0 15 - 1/4 I O % o! ` cq % ¢ "N � T-2"PLT. HT. O yj �+ ` ¢ o I ° Q ¢ q 2X6 WALL Liz • N 3 1 W yfn ` x 1 OD `� 00 'N 'C %, N PROVIDE _ C4 w N N C4 \ ° c w �J+ `\ ♦♦\�� SHELVES 'a I INi \ N N ill I cc 0 W : \\ P I ^ SHELVES I aD V • I p 00 SHELVES O BEDROOM No. 4 � N t O z LOFT Em :m] BEDROOM No. 3 o WALK-IN ° r 2X6WAL BEDROOM No. 2 1 CLOSET \ , „ 30"h U1910A X� `, - ---- � ; WALL + ---------- --------------- 1 - --' I co % C° �� E s N ; N ATH No. 4 • 1 c: 9� 01 e � WALK-IN 9'-61/2" C° • `, L I CLOSET ,p I 2X6 BEARING WALL 2'_6" 2,-6„ 2'-6" J � a O w O; ,�, E N I I ¢ WALK-1 S ----- _ ------- N � r—%. .I �� "N I I CLOS H I N 0 Z st ' c- ---------- --------------- I ``%� 3 1-3/4X14 ML UPSET BEAM OI m i■ `� 8 ML UPSET EAM - x ; N LO ��)1 2X6 RING WALL 2'-6" -------------- S CLOSET ,,; `✓ M V/ \ %% — — 17 -51/2 -5 3 -5 9 -7 S-5 7 -10 2'-6" H 2'-6" a % ` I I n 2X6 WALL \ — 1 1 I _ X12 DF#2 0 _, ¢ r� 0 48X48 _ , co a U .. o °° 0 4 -1 5 4/2 5 4/z 7/2 2 -1 3 -6 �z: ,` ATTIC af� — - — 'I = V I `�II SKYLIGHT I10" --" a v O , x ■x 3 in N --- la � • ` PLYWOOD FLOOR �v � I I � O "' 18 -101/2 "'■ `+' ,� 5 I 15'-7" �-1 `, INSULATE,SHEETROCr, �y '''■ ■" �I `! , PRIME AND PAINT 48X48 - LL `I I� 00 2 0 '-1 \ N N F-' L- — — — J 1'-$" .. ^ = N tel, C� ,+ q<< xII SKYLIGHT Ix � � _ - - - - - - - - . — . — ao ¢ N `"■ ■`� 2'-4" 2 1 (3)1-3/4X14 ML UPSET BEAM 2 1 3 4X14 UPSET BEAM ° p I N ? a (T�. �O.O�, 7 `, SOLID-CORE OOR w/ N I I N 2X6 WALL ,,..� _ _ z--- LINEN ^I X '� a �2 Q �y , WEATHERDT PP NG ,, O, G09� C 6DOOR EP vI =- I11 ,� 1� ° I 1,_8" ----------4 - ■ � -- -------- ---- ---- ¢ z 2X6 WALL ` ^ ^ ---------- --------- ------ ,(z �x DF#2 �6 4'-0" ^ BEDROOM No. 6 ^ i m r4 Lu ----- , „ , 01 ib 0`, , ` , + r, ; r. = 2X4 ON FLAT _ I W O, +` �J�+ `` `, `` I x PROVIDE 1 BATH No. 5 i" WALL I N ? _ IN -- -------- --------- O ` LINEN C° N ^ BEDROOM No. 5 --------- --------- 1 „% ` Q SHELVES L(7 � -- �s; , x'11 -- -------- ---------- ------------------- - --- 1 Lo ------- - - ----- I L � �9. 7'-7" -----------1-- x -- -------- - 7 -11/2 7f-7" 1 c4 %, '' "PLATE HEIGHT 2X6 WALL \ ¢ , 919 X 5'-7"PLT HT I y I 5'0"PLT.HT. o J - - �% y' 7v-7' 41-83/4" I x 15 -83/4 m 1 rn m ai v `, �.� �, �,\ +, '`, �\ (3)2X8 DF#2 HDR. N (3)2X8 DF#2 HDR. 3)2X8 DF#2 HDR. N (3)2X8 DF#2 HDF.. O � , `� 2 WUCA3660 E % (n' , •' �` ` ` ` 2-WUCA3660 E 2-WUCA3660 E TEMPERED 2-WUCA3 ,' . � " ¢+ � POST P y �� WUCAFELP6D40 ABOVE O, (' C ��2 ` Lo G �2 Fo y .� \ `% i' ,`% ,', Q 00 \ % � %% %% , ```� i',' ``` '', U n CI O, Q ` C14 cu �.�, A36 0""341 � ' W y v ! ` � w O, n , „ , » , „ " u 41-3 4'-311 11 -01/2 14v-,39111 -01/2 4 -3 5'-11/2 U 8'-101/2" 8,_6„ 36 _4 9'-41/21' 10'-0" 41 73'-1" � C B A 1).CEILING HEIGHT AT 9'-0". 6).ALL MULLS ARE TO BE PROVIDED WITH 2-2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. 2ND, FLOOR PLAN 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. 7).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 S SCALE 1/411 = 1t 3).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. AND 2X4 WALLS AT R13. PROJECT NORTH 4).PROVIDE 3-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS 8).INSULATE CEILINGS WITH R30 INSULATION.ALL CATHEDRAL E OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS SECTIONS TO BE PROVIDED WITH A 1"AIR SPACE BETWEEN ROOF ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR SHEATHING AND INSULATION.ALSO PROVIDE 1-1/2"THICK FOAM7411 N LIVING AREA: 2,929.5 SQ. FT. MICROLAM HEADERS. INSULATION 1'-0"FROM EXTERIOR WALL PLATE INTO HOUSE ON 4'`� "=' :;tibS4 CATHEDRAL ROOF PARTS. ACTUAL NORTH 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE r d DRAWN: MH/MS ATTIC: 744.0 SQ. FT. APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 9).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEET ROCK. {z + "Y SCALE: 1/4"=1'-0" HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. BATHROOMS TO BE MOISTURE RESISTANT. JOB#: DECKS: 269.3 SQ. FT. -x, 10).INSTALL SMOKE AND CO DECTORS PER CODE. August 28,2013 SHEET NUMBER: If A- MANUFACTURER'SPAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY AS AT J B S OF ANY DISCREUDING BNCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCINGWORK. CONTRACTOR SHALLVERIFY ALL GENERALCONITRACTORTO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS 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 ELECTFRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: RAFTER HIP WELDED STEEL CKELT C (EACH SIDE)THRU-BOL17ED TO HIP RAFTER AND B A CUSTOM STEEL COMPRESSION TOP PLATE BOX TO BE THRU-BOLTED AT SINGLE BEAD HALF ROUND GUTTER ALL CONNECTIONS STANDARD 5" HIP y HIP NOTES: ------ ------ - '` ' ' ' ' 1).EXECUTION: `, d� - --------------------------------------- --------`------------- --'------"---- --- A).A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. `` o ' , - ' ' 2).PREPERATION: RIUGHLY PRIOR TO INS 12 . Ei I I ). PREPARE URFA ESC A).CLEAN SURFACE OUSING METHODS RECOMENDEDTALLATBY THE MANUFACTURE FOR '8 A ' ; I ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. HIP HIP Q' 2,5 10 C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR '' ` ; , ` 9/ METALS WITH PROTECTIVE BACKING PAINT. I 3.INSTALLATION: A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EMERY 40'OF RUN. 0 I d 0 I U_ ; 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. °D BUILD WALL UP TO RR ao 0o I a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND RIDGE r N ` _ _ . — _ _ . _ . — . — - . _ . —). _ _ _ . _ N ` _ _ (BUILD WALL UP TO RR) _ _ N ; ACCESSORIES. O B).ALUMINIMUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT ----------- ------- - ----------- �c i ; CONNECTORS. ------------------- ------------ N! 12 g UJI 12 'v 12 , , ; ' 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL a q 2.5 O )►+� ° g� k 2, 'G� I I I I CONNECTION WATERTIGHT. a w w 2XIO RR " °J° ry +!- I DECK � � i 4).PROTECTION: � � 1 ' DECK A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTAINTIAL O pi COMPLETION. I , I -------------------------------'r-----------------..._---`-------- -I----"-.-----1`-- -----"--'---------------'-'-------- --------------------------------- ----J- --'-------- ,------- , ' ,I -- - -- - ---------------------------------------- 4F _-L------------------------------------- -- P-, --------------------------------------------, --------, r- -------------- - --------------------- ----- -------------------------------- -- ---------- ---- 1 --- '' 1 I I I I I I i I N t- , }-- , r - 1 •p I I 12 I i i t I I I i I I " 1 I 3 I I ' I A 4 �• i I I I I I I 1 rM 12 I 1 Ll.1 I I i l i I 1 I I I i I i C) ♦ 1 T I I 1 I I 1 I 1 p -- , O W 2XIO DF#2 RR 016"5D 12 I i _ J • _ (SE�DETAIL) i 1 { SOLAR' POWER n V) 1 I , i i I I � I --- General -- General Contr or to coordinat hedullng and p 'ect scheduling LhGr een Logic. , , i i v 12 972.-1383) a-m reen ogl om r a wor n technical re rements related ; ; ^�? ; ' ; i PURLIN/WALL(SEE DETAIL) , f f (� to ssolar work. ditional installs i n of flashing.1n naLconduits fro roof surface to - �p L/ inserter locatio ,(2)30 amp pol reakers at Ilcstt of panel for in connection to 4 Y ) I i C bee coordinate GC with sub tractots and Gr n LQ1c.Provide adequate space C1111 Y , 9 P !� SKYLIGHTS B THERS.GC TO OORDINATE I , ' E-1 code compliant r invgrtQrs and onignng syste - Gq` �Qs ; ; INSTALLATIO REQUIREMENT! S REQUIRED 2X10 RR Q16 OC Cn �). BY IN LLER(SEE SPK OK) % O O � V 12 12 r- �00� V E w� E S2)2X121 1 4 E 3 I ------ ----- --'----'---'-------'---'---'--`' `-------------- I----'- --------------------------------------------- - -------------------------------------'-------'.• - ---- ---- ---- r---------------, ----------------- -___ ___ , _________________________________ -__________ _-�, ,___________i f I I I r-__ ----- --- t I I 3 � O 00' ' ' 1-3/4X14 ML RIDGE I I I , I-3/4X14 ML RIDGE ; ; ; 1-3/4X14 ML RIDGE ' FIJI ; ' 1-3/4X14 ML RIDGE; ' ` , ` , ` ` --------------- --------- ---------------------- T2)-2FE 11: X ' I I , I I I 1 Ce ILLI 12 _ _ 2 1 I I i (2)2X12 I VELUXVCE4646 Ce ,^ -------------- ---- ------- F ( ) ' I 1 I I / . _ a2 2X12 t 12 LU w ELECTRIC MOTORIZED w ,' ,` `` N i :I ' ' 4 t , SKYLIGHT w/BLIND . 7c101 1 ' ' ' t w , :.w I I r------------ ----------- F I VELUX VCE4646 I �`� , � L t , ELECTRIC MOTORIZED 4 � f ,' \` `` +9 N I ; 1 F- 1 --- ------' I I CD t �- SKYLIGHT w/BLIND �+• _ "" . i N 1I r'-- ------- C4 °I I° --------------------- ------------------ - (2}2X12 HDR.- ' I I N �y t t X X I 1 1 1 I I I N I I 3\N I ' ' 'I I I 1 1 I f M O N N I I I I 1 I C 1 , I I 1 , I �� I , 1 i , I I , I ICf)N V U � AJ O +ill 6 t 1 I I I i ' 1 < I N I I , I �.A, IBX i -___ ______� �---------------- C,4 _______________ I L\ V W 1 `f ----- OA (2)2X12 HDR. i i "-------�-a, V ; 1 v --FUR IN 7 WALL TSEE DETAIL)' c�I PQ m OCj , I ' ' , i SCJ , i I i ' 1 t� X /�O co t t I I ° I 1 I i , i , I I , W-1 ++ ft tt W S. \ , I I X ,' , I i n I L� N I , l��10 DF#2 RM 016"0C p 00 \ PURLIN/WALL(SEE DETAIL) ; ; y I; ; PURLIN/W L(SFE bETAI ; URLIN/WALL(SEE DETAIL) N- IT Oon i 1 0 ' toas U t I I _-; 12 4 � II 12 + -------- ----2X1�PCAfE--- � 4 I _/ ; -- r-- ------------- - -'--- �� M t , i I 'I , i I ✓ I , ' 12 4 , I " ' , , ' I I I h�•I 12 , � , I 'I , 2X10 DF#2 RR OC tt ', ' ''--------------------- ' I - --------------------------------- -------- 4 ' `------------------------ I ' `---------------------- 127 --------------------- , OOH H r t I I U Ow w C M CC E , , 12 (2)2X10 DF#2 1 I;N ; ' �► i LL. o o [1 XIIII'N I lO LI , , t i ' Ni I ^101 ♦Q I 'N � t 1 1 Y� 1 I 1 i ------------------------------------------ -------------------------------------------v l; I -- ----------------------------------------___ ------- ---------------------------------------- C B A 1).INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.. 6).ICE&WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS r' WITH ROOF AND SIDE WALLS(TYPICAL). ,b 2).ALL PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA.GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. 7).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOODIII SHEATHING S MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. BOEING: PROJECT NORTH ROOF PLAIN 3).APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE BID GAF TIMBERLINE LIFETIME SHINGLES E ROOF AREA:6418:1 FT. "� DRAWN: MH/MS WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS t AT 100%WATER RUNOFF:1072 CU.FT. SCALE: 1/4"=1'-0" 4).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND COMPLETE. VS.ENVIROSHAKE(SEE SPECS) — (21N.RAINPERHOUR �"°,�$'''�`••,'yP '�• — PROVIDE 5 8'DIA.X 6'DEEP DRYWELLS N > <.. :.. DIRECTLY TO THE DECK ALONG EAVES. SCALE: �,/^t t t 70B#: 8).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. ( 1 ACTUAL NORTH � � ��'.'-' ,�"� August 28,2013 5).USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT #) SHEET NUMBER: 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. DRYWELLs CAPACITY:1267 cu.Fr. x, ;, USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT CURVED / SPAYED ROOF •• �` °� `°='� �. CUTTING INTO SHINGLE SURFACE. LCONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACT SH 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 GENERA OR ALL 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: SOLAR PANELS 1-3/4X14 12 -------- ML RIDGE -------- -------- -------- 4 1-3/4X11-7/8 2X10��#2 RR e°76"p ML BEAM C 5/S"SUBFLOOR 2X12 DF#2 CJ @16"OC 2X12 DF#2 CJ @16"OC O I THIGH RAILING 5/4"DE KING OVER 2X TAPPERED SLEEPERS (PITCH D AWAY FROM BLDG.)OVER EPDM, GUTTER TO FLASHE (TYP.)ON 3/4"T&G EXT.SHTG. CONCEALED DRAINAGE TO CONNECT TO D.W. FLASH /GRACE VYCOR 2X1 12 RR @16""OC S1 LF MIN.1' ACH WAY 3/4"SUBFLOOR 0�F#2 RR @16 pC Q 3 *(4) 4"TJ1560 WOOD-1 FJ @16"OC --------- �RIPT02X 27MI)W2 16"OC IP TO 2X6—► zxlo(3)1-3/4X14 ML w/ 16"(3)1-3/4X14 ML w/2X CLEAT (2)3/4"STEEL PLATE (2)3/4"STEEL PLATE(TRIMMED)I 2X CL1-3/4X11-7/8 ML w/ (TRIMMED) (3)3/4"STEEL PLATE 1 (3)1-3/4X11-7/8 1 I O 1 ML GIRDER 1 I 1 I 1 1 I I O 6X6 ACQ POST ® ; ; ' u 4"X14"FG COLUMN 6X6 ACQ POST- 0 OST ' ® 1 I O O 1 I M ' ' U 1 I 1C'OLUMN ; I 1 4'HIGH COURSE L=1 O 1 1 PRESSURE-TREATED 1 I SHEATHING 3/4 SUBFLOOR BLUESTONE ► v •'•.d e:: y ►o •'•.d q:; y ►o •. d 14"TJ1560 WOOD-1 FJ @76"OC :; y• OV.r•r'd b o. •D •, • . IN 11111 a.• v .. d ►+.�- e °•` �'�� IIIIIII III!II"" IIIIIII IIII i IIIIIII 11!1111—IIIIIII D W10X30 (2)2X6 ACQ SILL PLATE 1111111111111 IIII II IIII I I D `D;'e. ,N a •o� STEEL GIRDER a4 1°'• TERMITE SHIELD o, „- e►;:o,; - SILL SEAL .•b►•o» vi p•v►• �'• -e'� 'vi p•v►i• — - - — 5X5X1/4 :p aD STEEL , D,. COLUMN °•• 10"PC WALL 4 .. • DAMPPROOF a e I 1 I 1 Z Opti I I 1 1 I I • • • •. • • •. • • • .• • • • • • • • •, . • , O 4"CONC.SLAB D r l ' , ,' ; ; I 1-3/4X11-7/8 ML RIDGE oCO U � SOLAR PANELS 4'-6"X4'-6"X1'-0"CONC.FTG. 24"X12"CONC.FTG. � a ,-4 U #5 REBAR @ll"OC E.W. (3)#5 REBAR 1-3j/4X34 Iv)L'RIbGE,' 2X10 DF#2 RR 16-OC ' ' 2X10 DF#2 RR @16"OC N a 2X12 PLATE . ,','� ,' ,' ,'� (2) 1-3/4X14 SECTION A-A 00 ' ML UPSET BEAM •�,' ,' ,'5/8"'SUBFLOOR SCALE: 1/4" = 1' 2X12 DF#2?C1 @16"OC OI I I I I r 1I I I I 1 I I I I 1 1 I I I I N v �i �' �i O THIGH RAILING a; v u I I I I I I X -I u GUTTER TO CONCEALED To (2)1-3/4X14 ML ; (3)1-3/4X14 cr,TO CONNECT TO D.W. w/3/4"STEEL 1 I I I I I ' MIL FLUSH BEAM v I � O 2X10 DF#2 S ` ' I ' 3/4"SUBFLOOR PLYWOOD RR P08-OC O X O u I 1 I I RR @16"OC u 4"T1156(��X/j00OI F,`J @;16"OC 14'1 T#1560 WOOD-1 FJ @16"OCIr-;i 00 +' \ -------- 2X10 CJ @16"OC " 3 3 3 � � \ ---_____________ 2XIO DF#2 @16"OC Q u d+ 1112. I I I I I I I I I I I I I I I I I I I 1 (4) 11/4 11/2 11/4 11/4 11/2 11/4 11/4 11/2 11/4 1 1/4 1111/4 11/4 11/4 11/2 U cf)1-3/4X11-7/8 ML W/ C7\(3) - / - / 3 3/4"STEEL PLATE ML GIRDER uv. LAV. 00 W.C. O .C. W.C. A . W.C. N 41 I 1 1 I I I I 1 I 1 1 I I I I I I I O W 6X6 ACQ POST ' ' ' ' ' B H BAH BAH SHO ER BAH " 2 323 11/4 2 3 11/4 11/4 O 3 4 6X6 ACQ POST C.O. 1 U4 c.o. c.o. z z 11/4 C.O. "X14"FG COLUMN 1 1 1 1 1 1 14"X14"F 3 3 � � 3 3 rCn, 1 I W 1 COLUMN I I 4'HIGH COURSE 1 ' PRESSURE-TREATED ' ' 11/4 11/4 11/4 O SHEATHING t 1/4 t t/a 1 va 1 t/2 BLUESTONE ' ' t t/2 1 va 1 va 1 ua t 1/a BLUESTONE r�d.°p�•n'`•�;.►.�'•�~►;°o,'.a�..•: IfI101 �II••'I)v..►•d DI,II.I �•y•I•.'IvII!►io p.'•o•I•••d p II•IpI•y...'►►v p••v•..'d p.•'�:.►v.vi ,►_d .°' 4"�TJ1560 WOOD- FJ @i6"OC a..�:• , IIaI•.•.► f�'v.� II •I„I► f�'v.' ���.D�b 4�a► `+:,o..•'ao.�,' W.C. SINK SINK LAV.TJ 1560 WOOD-1 F1@16"OC k;, W.C. • D.W. Ilk- 41► F.A. I.SH ER a rw_11 �N' IIIIII 111111 111 WlOX30 III 4" (2)2X6 ACQ SILL PLATE11 STEL GIRDER 30 02 2 3 ,(I41v TERMITE SHIELD 11/4z c.o. C.O.o 2 11/4 C.O.SILL SEAL A . D y 11/21 div.. .� ► ► • .d 3 'vi p'v►� : a:♦ 5X5X1/4 SLOPE”1/4"PER FOOT PITCH TO DRAIN STEEL 'ti ►pVd COLUMN °•• 10"PC WALL 4N'' 4�Q, DAMPPROOF .04 PLUMBING SCHEMATIC v TO APROVED ► a• TRA4"C.I. SEPTIC SYSTEM P HOUSE a:• .D N.T.S. Opti 4"CONC.SLAB 31,_ ° P,:, ► r• ,d `v ••d of • 4'-6"X4'-6"X1'-0"CONC.FTG. 24"X12"CONC.FTG. #5 REBAR @11110C E.W. (3)#5 REBAR " ' DRAWN: MH/MS xt * � SCALE: 1/4"=1'-0" ��r ��;, _ JOB#: SECTION B-B 1 - � August 28,2013 SCALE��: 1/4" - SHEET NUMBER: 1 Y 3 *; A_7 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 ELIVERY 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. MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR D REVISIONS: SOLAR PANELS 12 1-3/4X14 4 ML RIDGE jeoG R@ 2X0 pF#2 R 5/8"SUBFLOOR 2X12 DF#2 CJ @16"OC 12 ® 22 0 I% 1-3/4X11-7/8 ML RIDGE CHASE CHASE ® afro (/ 12 . 1 I 11 II II 1 rr II II II 11 II I, N ^ 8 G r,: II II II 11 II II I `fes „ O r,',♦ II II 11 II II II l' �1 (2)14"ML w/ 12 STEEL M r'r ri# I� II u n n II Zkjo 14"TJ1560 WOOD-1 FJ 16"OC RR @16►0C �{ U @ 14"TJ1560 WOOD-1 FJ 1 _-____- U I.. III I II 11 II II II II II II @ 6"OC 2X10 CJ @16"OC u O 1 11 11 :L11jE 11 11 11 ® (3)1-3/4X11-7/8 ML GIRDER � ® T T I I C3 1 I O I 1 M0 6X6 ACQ POST 1 I I I 14"X14"F Al IIS;11 IIS.dlll ;p COLUMN 4'HIGH COURSE PRESSURE-TREATED C5 C) " " I–ill BLUESTONEF SHEATHING BLUESTONE ► ► ► ► ► 14"TJ1560 WOOD-1 FJ 16"OC . o,:: y•' v ••dn:. y•` v .•do:. y•' o ,•dp„ y,+ v• ,,dp.:; y.• o• d @ 14"TJI560WOOD-IFJ@16"OC ► .• ,d , ► •. . — - - — •p�.• i �•o►• 0�..►L D"v►• .r,► : �• e••►i �• rte•►1 O •' �Ay• •�'o►• .' ,Oy �'o►�: �. I+I� 111111 ! •d,►.J•D' 1111111 &Igill (®1111111 II II IIIIIII(III II 1111111 II I (IIIIIII ILII 1111111 (III 1111111All, 11(� !(llllill I I IIIIIII III 1111111 I fill;�C (2)2X6 ACQ SILL PLATE W10X30 (IIIIII� III I -� I I I •D� o- IIIIIII®IIIIIII IIIIIII IIIIIII (111111-1111111 ` ►' p� TERMITE SHIELD STEEL GIRDER ►Dti c:�o. ►• b SILL SEAL 4d 4;• D .a. u 5X5X11/4 ti STEEL D.• COLUMN D•• 10"PC WALL `V DAMPPROOF U e c a a U t:• O;A 12 4 7-3/4X14 ML RIDGE: ►Dti cd O �l .. I I I 11 11 II II II 1, �'v►• : �••-► t'v►� . t•• TV^ 00 RFZ °C 1-3/4X14 •4, o: o o 2XA0 ML RIDGE " " " ” " " " „ „ „ „ „ 4'-6"X4'-6"Xl'-0"CONC. FTG. 24"X12"CONC.FTG. #5 REBAR @il"OC E.W. (3)#5 REBAR u n u u u u u N n u u u u u n 0") I u u u u n u u (tel u u u u u u u 12 518"SUBFLOOR SECTION C—C 2X12 DF#2 CJ @16'OC SCALE: 1 4" — 1' ac4:6 2X12 DF#2 C1 @16"OC: — 2x�0R (3)1-3/4X11-7/8 ML UPSET BEAM 0 r-1 cr) N N 1 "+ O _N x ^ �� rj O .Cy 0 `� X O RD R 24"OC 4" w (Uo � cu � • / / 4" lip • • / 0• . 4" • • • • • O v r ROOF POCKET 3/4"SUBFLOOR 3/4"SUBIFLOOR l i U m 14"TJ1560 WOOD-1 FJ @1210C ( ` ( { y J ( { y O• • I • •• v 14"TJ1560'WOOD-I •I / I l �I / I �I r 1 rI ` I ( f • + • N az 5/8"TYPE-X FJ @165"OC FIRE RATE #lo N SHEEROCK WOOD SCREWS W/4-2 X4-2 ORGALVIZED WOOD BRACWASHERS @ 12"O.C.KET I• f 1 I ( f 1 ,• I •'' ( • J ' I �..,I I ' .,I' I I I I I I 1 1 I On I Iz" 1 12"O.C. 12"OC I W O � 1 I � • 1 � I � � � I y � I I I I 3/4"APA PLYWOOD � u r I 1 !I 1 I ISHEATHING O 1/2"APA RATED SHEATHING GRADE PLYWOOD • 1 �1 I • 1 I I•• I 1 I �1 • I 1 �1 I • (ALTERNATIVIVE:7/116"O.S.B.) 1 I ` GRADE PLYWOOD 1/2"APA RATED SHEATHING 2X6 ACQ SILL PLATE • I j I I 0 ( I ( ' 3/4"SUBIFLOOR ( ` + l I l ( I l CALTERNATIVIVE:7/16^oss.> TERMITE SHIELD 1 J 1 1 J 1 • • J I •• J • I • II I r SILL SEAL #10 STAIN LESS STEELLjj I I II T I C4 ! 1 O I I J f OR GALVANIZED I 7X4 DF#2 • `'• WOOD SCREWS w1 f ( ' I ( ' sruos 14"TJ15E60 WOOD-1 @I WASHERS 12"O.C. • I ` � 1` �I `D 4"CONC.SLAB REINFORCED ,p FJ 916"OC i I 1 WINDOW SILL •I I ( • ' �••I ' •I I f • TYPICAL WINDOW OPENING 1 _ • (1 I + f I (i I I I I I I I #10 STAINLESS S TE E L 10"CONC. OR GALVANIZED WOOD SCREWS W/ WALL o,a WASHERS @ 12"O.C.(LESS THAN 4'-0X8'-0"OPENING) 10"CONC. WALL ► I� •► .d TYPICAL DOOR OPENING • t, G o'. ' ;v (LESS THAN 4'-0X8'-0"OPENING) MULTIPLE PLYWOOD ASSEMBLIES ) 2-2X4 DF#2 STUDS CONNECTED 24"X12"CONC.FTG. R TOGETHER WITH STAINLESS STEEL OR GALVINIZED BOLTS W/WASHERS 2X4 KEYWAY D. AND NUTS 0 2'-0"O.C. (3)#5 REBAR TYPICAL MULTIPLE OPENINGS ; ; 4.. b. (MORE THAN 4'-0X8'-0"OPENING .;-'� D_•• „9��Mr y ' 4k- >��,,�'w. ���,,a7, DRAWN: MH/MS MSSECTION D-D 4"COvVC.SLAB WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL SCALE: . 1/4"=1'-0.. SCALE: 1/4" = 1' d AS PER TABLE 1609.1.4f, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) t o►• 3013#: WINDBORNE DEBRIS PROTECTUON FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" - 24"X12"CONC.FTG. ���-• r August 28,2013 2X4 KEYWAY AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO . `� SHEET NUMBER: 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 (3)#5 REBAR CONSTRUCTION CODE).THIS I;S 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. �a A-8 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHIITECT 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 JJOB 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: BLUESTONE CAP O I CULTURED STONE i-3/4X14 ML RIDGE , 2X,0 RR @,6 OG 1-3/4X14 ML RIDGE ,.• ;: 1-3/4X14 ML RIDGE 1-3/4X14 ML RIDGE 2X10 DF#2 2X10 DF#2 RR @16"OC " a . � RR @16 OC 5 8" FL O 2X12 DF#2 CJ @16"OC 2X12 DF#2 CJ @16"OC 2X12 IDF#2 CJ @16"OC 2X12 DF#2 CJ @16"OC O LlI (3)14"1 FLUSH BEAM — - - — 3/4"SUBFLOOR 3/4"SUBFLOOR 3/4"SUBFLOOR 111 U 11 3/4"SUBFLOOR 14"TJ1560 WOOD-1 FJ @12"OC ` 14"TJ1560 WOOD-1 FJ @16"OC 14"TJ1560 WOO D-I F1 @16"OC 5/8"TYPE-X FIRE PAT D SHEETROCK ON WALLS& FILING o r n W O LI—I p 3/4"SUBFLOOR 3/4"SU FLOOR O�/ — - - — 3/4"SUBFLOOR IF ^^F-+�i� F� - - - - - a.• •• .• .• •• ;•a (2)2X6 ACQ SILL PLATE W10X30 STEEL GIRDER W10X30 STEEL GIRDER W10X30 STEEL GIRDER W10X30 STEEL GIRDER W10X30 STEEL GIRDER W10X30 STEEL GIRDER .•? 10"CONC.\Dti 4"CONC.SLAB(REINFORCED) ,o�, TERMITE SHIELD • O WALL o SILL SEAL o. 10"PC WALL 24"X12"CONIC.FTG. ;is 2X4 KEYWAY 5"STEEL COLUMN •`� DAMP ROOF (TYPICAL) (3)#5 REBAR •ti .,a qua v • �,d d p�� Y! v •'•.d p dp„ Y.' ►v •',.d d eoi D.' ►v • .•d • .d D. ► •' .d d y• ► •. d • •. 'd • y• ► •• .d • • . •. ;.•. •. • • • •. • • •. • • a:• 1 - •_•►. f. • ,►. t. •�•►. . A.� v• • A�� • v• •• q.� o• . C•.� D ►v•• ••d� •.,d C,.1 F! v• �•d d p•.••D• ► ••'�.d ,d y• • •►,�,p• •. v� 'Q. vl o v►�.' �.'0. v4 o v•�.• •�.'Q.O t•v•. t•o►' A•..►• t'v•' 0..►• t•v' : x' A•..►; t• • ►: t. • v v v. o . .'4, vi �.'Q. v. o . . . .•Y. v• v►� .'Y. �•v. s o•' . 'w� .Y,q.•v� p'v•'. '�•'9,�•�•vi e•v•'. •�1.4,�•''v. p'w� �•w'•: 4-6 X4-6 Xl-0'CONC.FTG. 4-6 X4'-6'X1-0"CONC.FTG. 4'-6"X4-6 Xl-0"CONC.FTG. 5-6 X5-6 Xi1-0 CONIC.FTG. 4-6 X4-6 Xl'-0"CONIC. FTG. 4'-6")X4'-6"X]'-O"CONC. FTG. 4-6 X4-6'X1'-0' CONC.FTG. 5'-0"X5'-0"X1'-0"CONC.FTG. 4-6 X4-6 Xl'-0 CONC. FTG. 4'-6"X4-6 Xl'-0 CONC. FTG. V� H #5 REBAR @11"OC E.W. #5 REBAR @II"OC E.W. #5 REBAR @11"OC E.W. #5 REBAR @IVOC E.W. #5 REBAR @ll"OC E.W. #55 REBAR @ll"OC E.W. #5 REBAR @ll"OC E.W. #5 REBAR @13"OC E.W. #5 REBAR @11"OC E.W. #5 REBAR @ll"OC E.W. 24"X12"CONC.FTG. 2X4 KEYWAY � rA (3)#5 REBAR O �4 U SECTION E-Ea SCALE. 1/4 = 1 a 00 1-3/4X14 ML RIDGE 1-3/4X14 ML RIDGE 2X10 RR or-1 @ 16"OC N Gam! 2'-9+/- 0 m WALL CG T m p A5/8"SUBFLOOR X O °u'' a" w (0 tv 2X12 CJ @16"OC 2X12 CJ @16"OC o a \ rn U m 17 ® N I 0 w � ® (2) X14 UL I BE ML BEAM 3 4"SUBFLOOR 15 ~ 14"TJ1560 WOOD-1 FJ @12"OC 2X8 CJ @16"OC ML BEAM CURVED COMMON fA RAFTERS(FROM 2X12s) 5/8"TYPE-X FIRE RATED SHEETROCK ON WALLS AND CEILING PERS CODE Ln N ® (2)2X6 ACQ SILL PLATE TERMITE SHIELD SILL SEAL 1011 CONC. : 4 CONC.SLAB(REINFORCED) O WALL kA DRAWN: MH/MS z w SCALE: 114"=1'-0" _ - SECTION F .r.., JOB#: - - - - -ter: 2.,�,. ;. '" Au st 28,2013 24 X12 CONIC.FTG. , . 2X4 KEYWAY SCALE. 14/ �� 1� �"�� SHEET NUMBER: (3)#5 REBAR = . PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-9 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: 6'—O„ ALT.:PURLIN •, / / / / ' . `, ' ' CURVED COMMON RAFTERS(FROM 2X12s)T -- • / / // � / / / T% Alftr , EN � ,i CURVED ROOF DETAILS N / , . . . , . (► Rao) oR) • , • • , � � 36'RAD. A h CURVED COMMON 21.5 TRIMMERS RAFTERS(FROM 2X12s) ♦♦ �a ��__`i u u I nlkcar __Ii c O O ♦� -� �`� " " " ���"'-- �_��''--- ROOF SHEATHING ❑cam❑❑❑ ❑ o o , , , , 4--111/2 I II II II II 2X6 PLATE OF RAFTERS II II 24"OH FLOOR SYSTEM A. MICROLAM HEADER LIVING ROOM / CURVED RR DINING ROOMBATH No. 4 SISTER IN INFILL 2X - - - - WITHR FRAMING ' ''4� T WEST WEST — — " WEST 2LOOKOU C I — LOOKOUT I 2X6 MAIN HOUSE ROOF EXTERIOR WALL SUB F 6 A 1X6 AZEK ' C 542 VINYL SPRUNG CROWN I ' CORAVENT S-400 1 VENT 3/4"THICK CURVED AC IX8 AZEK 5/4X72 AZEK PLYWOOD PLATE ARCHED HEADER LAID ON ROOF SHEATHING ROOF RAFTERS (DIAGONAL)CURVED CUTOUT O 11–�11 61-811 �1-7n (SHOWN BELOW ROOF SHEATHING) '. ,' : • , , SOFFIT "EQ. EQ. O 1'-511+ EQ. 2'-011 \ / ROOF PLAN L � � Q 21-011 5-1110 If C SHELF TRIMMERS ALT.:PURLIN O COAT PLYWOOD PLATE ^P4 HOOK _ ROOF RAFTERS F-� O '41-611 00 I INFILL 2X I� Q CURVED COMMON N HEADER <I RAFTERS(FROM 2X12s) FRAMING 12 JURLIFT UP 1' BENCH• - =N 21.5 1_611 RR'S (OPNG) ARCHED HEADIER: CEILING JOISTS 4 PLYS:3/4"AC PLYWOOD (W/1/2"AC IN CENTER) 36 RAD. �♦ + R:RADIUS GLUED W/PL PREMIUM AND DINING ROOM LIVING ROOM C U B B l E DETAIL ♦♦♦ '' � � TO MATCH OPENING SCREWED W/S.S.FASTNERS SOUTH SOUTH RAFTERS CURVED ROM 4'MLs) -5' ELEVATION O oat ADJUST SOFFIT FLOOR SYSTEM PLYWOOD a a U TO MATCH ROOF ___ PLATE tt . 55"OH+/- 2X6 LOOKOUT RRs HEADER � a ^� O 4 GARAGE / ATTIC °° 4'-2" I ROOF CEILING / CURVE I SOFFIT I 6X6 MAHOGANY I SEALED&FINISHED f / CURVED PLYWOOD LAMINATED HEADER MORTISE BRACKET 45 deg. N I o GALVS/THRU MOLT 5 �D' , CROSS SECTION N v w/NUT&WAS;HER m I p CIN v I PLUG I p Lc) � v HOLES I CG � O L — — — •— — — — — — — — — -J � p U cl U cn Q L� u ^t �co N v WALL W - - - - - - - - - 17.5'RAD. PURLIN I 1 CURVED I r - - - - - - - - - 7 RAFTERS(FROM 2O 2s 2X12 PLATE � - - - - - - - - - 1 CEILING JOISTS W L — — — — — — — — — C–' U - - - - - - - - - , HEADER -' SHROUD � QI 5 � 16"OH 12 VENT RESTRICTOR () (GABLE:8") O — P ® BO NOT -I- BLOCK OPENING 1 5/4X4 MAHOGANY DECKING OVER ACQ SLEEPERS,PITCHED 1-1/2"FLASHING SPACER o� ® c-- 1/8":1'-0"AWAY FROM BLDG.INSTALL SLEEPERS OVER EPDM - N (AS NEEDED) 1 &3/4"AC EXTERIOR SHEATHING.EPDM TO RUN UPSIDE ® 0 N ' WALLS 24".PROTECT WALL INTERSECTIONS,SHARP INTERSECTIONS AND PERIMETERS WITH LEAD-COATED I COPER OVER EPDM.INSTALL AS PER MFGRS. LEAD PAN,FLASHED 00 n CHASE ® `♦ c = 2 INSTRUCTIONS.PROVIDE 4"PVC DRAINS TO CONNECT TO 2ND.FLOCOR OVER EPDM,1/2"AC SHTG. I ' FRAMING ` I REMOTE DRYWELLS(TYPICAL) ® 1/4"PITCH AWAY FROM WALL c = 2 % W 1 HIM 2X4 ' CHASE ® r O +' (a�16"OC ♦ROOF I COVERING fBUILD WALL UP TO ® ♦ POCKET 1/4"MIN. ROOF INTERSECTION - ♦ AIR SPACE OUTSIDE CHASE 1:4 r �♦ FLOOR SYSTEM L - - - - - - - - - - ________ ♦ 2X6 LOOKOUT F� OUTSIDE FLASHING ' 'SCUPPER I " CONTINU US GUTTER GIRDER CONNECT TO PVC DRAIN PIPE TO RUN THROUGH COLUMNS GARAGE / ATTIC C H i 1V�N EY CAP D ETA l:l (TRIMMED) I DRAIN PIPE TO DRAINAGE PIPE TO DRYWELL E - - - - - - - - - - 1ST.FLOOR ,•s. ¢fie — �.'<-' FG COLUMN �`:: DORMER ROOF (NTS) REFER TO MFGRS. INSTRUCTIONS FOR INSTALL, r'K ` y 6X6 POST I - - - - - - - - - - DECK OVER PORCH °�� '�� DRAWN: MH/MS �. SCALE: 1/4"=1'-0" ,. •>`;.:. `= =` JOB#: August 28,2013 SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCIHITECT 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- 10 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AIT 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 O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: NYS ENERGY COMPLIANCE NOTES FOUNDATION: CRAWL SPACE: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION, IF APPLICABLE, MUST BE E •�;, s WINDOWS AND DOORS: INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, WINDOW AND DOOR WITH WOOD TRIM: ACCORDING TO THE COMPLIANCE ANALYSIS. HEADER UNCONDITIONED BASEMENTS: . Cludiftuate, 1). INSULATECollli.pli4an%cqj=NL 2). SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE. 1). INSULATE THE FLOOR ABOVE THE BASEMENT. REFER TO PLANS FOR REQUIRED R-VALUE. 3). SEAL BETWEEN 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 1S NOT ADEQUATE. 4). SEAL DUCTS IN BASEMENT. Con 5). SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, WINDOW AND DOOR WITH DRYWALL RETURN: SUCH AS WIRING AND PLUMBING PENETRATIONS, AND WEATHER STRIPPING ON THE 1). CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING. BASEMENT DOOR. - -- 2). DO NOT USE HIGH-EXPANSION FOAM. IT MAY CAUSE BOWING OW OPENING FRAME FRAMING: proa '� EI ' e_ Q AND VOID THE WARRANTY. SEALING BAND JOISTS DURING CONSTRUCTION: w PLUMBING AND ELECTRICAL: 1). CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. `; Z 2). APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBFLOOR OVER. 0 SEALING PENETRATIONS: ) ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3). CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE. ■ �Y " � U 4). CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. conskudbmT BE SEALED. SEALING BAND JOISTS AFTER FRAMING (ALTERNATE METHOD): T� Q RECESSED LIGHTS: SE ' LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1). INSERT RIGID FOAM BLOCKS ON INSIDE OF BATTS IN FLOOR JOISTS, ALONG CmunimeffbWAM i 0, U RECESSED c CONTACT ("IC" RATED), AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1.3. EXTERIOR PERIMETER, AND FLUSH WITH SILL PLATE. INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE 2). CAULK ALL FOUR SIDES OF FOAM BLOCKS AND JOISTS UNDER FLOOR JOISTS. 22% O U SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS. THE AIRTIGHTNESS � 0 STANDARD OF 2.0 CFM, (ASTM E 283). UNITS WITH A LABEL THAT REFERENCES THIS ALSO 1ST. FLOOR ONSUDLATE JOIST CAVITIES. w a D. THIS REQUIREMENT CAN A ) a' 0 ASTM STANDARD, MEC OR ECCCNYS MAY BE ACCEPTED. Q SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2). INSULATION TO BE SUPPORTED WITH WIRE RODS. a O U BES SERVICE WATER HEATING: EXTERIOR OPENING HEADERS: IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER FIRED HOT WATER TANKS, HEAT TRAPS (IF NOT INTEGRAL TO THE WATER HEATER) MATERIAL IS THINNER THAN WALL CAVITY. Gorwbucbm SNE" D OUTLET SIDES OF THE WATER HEATER. W MUST BE INSTALLED ON BOTH THE INLET AN =L ,F� 3�� ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT LADDER BLOCKING FOR INTERIOR PARTITION WALLS: IBM 9m, HEAT LOSS. GENERALLY, 1/2" OF INSULATION IS SUFFICIENT FOR PIPES LESS THAN V 1). PROVIDE HORIZONTAL BLOCKING AT 48" O.C. AND AS NEEDED FOR NAILERS. : L -�_ IN DIAMETER. CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. 2). FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING. MATTnijm W.' , uu; ,' 1 3). PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM. 631"Il-73"1815 TUB/SHOWER UNITS ON EXTERIOR WALLS: 4). TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES. PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT. THIS INCLUDES CAVITY SEALING ON EXTERIOR WALL: INSULATION AND VAPOR RETARDER AS WELL. SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. HEATING VENTILATION AND AIR-CONDITIONING (HVAC) tx� EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING: HEAT LOSS CALCULATIONS AND SYSTEM SIZING: 1). SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBFLOOR. _ .•' "' 03.3.1. T WELL ENOUGH TO PREVENT WINDWASHING. �2% soft TIM coo Mown uk 751 ywr U& Mj O a U HEAT LOSS CALCULATIONS MUST BE DONE 1N ACCORDANCE TO ECCCNYS 5 2). SEAL SOFFIT AND BAND JOTS 3). SEAL SUBFLOOR JOISTS WITH ADHESIVE. '� 4 . SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING. THE a SYSTEM EFFICIENCIES. ) HVAC "eil ��� THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. ECCCNYS 503.2. NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL o a MINIMUM EFFICIENCY STANDARDS. ATTACHED GARAGE: 1). IF LIVING SPACE ABOVE, SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE jL _ HVAC CONTROLS: CEILING WITH ADHESIVE. Envelopu s fI . - CONTROLS MUST BE IN ACCORDANCE WITH ECCCNYS503.3.2 AND 503.3.5. TEMPERATURE 2)•SEAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROM CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER PIPE AND DUCTS. Gross, Cont- Glazing (FOR HEATING) AND/OR 85 DEGREES (FOR COOLING). THERMOSTATS USED TO CONTROL 3)• SEAL ALL PENETRATIONS THROUGH BLOCKING. or Door UA SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE (OAT HEATING AND COOLING SIM 4). PROVIDE BOTH INTERIOR AND EXTERIOR AIR BARRIER TO THOROUGHLY � °� Area or _� LEAST 5 DEGREES) WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS. Peri - a - SUSPENDED OR REDUCED. SIMILARLY, HUMIDISTATS MUST HAVE THE CAPACITY TO PREVENT ENERGY CONSUMPTION (SUSPEND OPERATION) BETWEEN 30 AND 60% RELATIVE DROPPED SOFFIT ON INTERIOR WALL: it �� ® HUMIDITY. HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR USE PLYWOOD, DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING, CAULK AT TEMPERATURE. TOP PLATES. X11 .® m o ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN FW,CeNg Cr WSW Thm m C , AUTOMATIC OR VENTILATION IS NOT REQUIRED. WHEN THE SYSTEM IS SHUT DOWN, INTERIOR SOFFIT ON EXTERIOR WALL: n GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. 1). SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER. 2). HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE It.MI x o DUCTS AND PIPES: FRAMING INTERIOR SOFFITS OR UTILITY CHASES. 1 =.® .� �' w N IS REQUIRED FOR ALL HVAC DUCTWORK AND PIPES 1N 3 . SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. - . f ' a� °O g. DUCT AND PIPE INSULATION Q ) CES AS INDICATED IN ECCCNYS 503.3.3. FLEX DUCT MUST HAVE o \ NED SPA �� ' U.Ma � � �o �+ � .. UNCONDITIONED 1:'WOW '� E OUTSIDE JACKET (ECCCNYS 102.5.3). KNEE WALL SUPPORTING ROOF: R-VALUE LABELS ON THE " DUCTS AND PIPES 1N UNCONDITIONED ATTICS, GARAGES, BASEMENTS AND CRAWLSPACES 1). SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO :H ;�E POSSIBLE, MECHANICALS ARE TO BE LOCATED INSIDE PREVENT WIND WASHING. 125 U MUST BE INSULATED. WHENEVER � � THE INSULATED ENVELOPE OF THE HOUSE. 2). IF RAFTERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES. TION. N EE WALL INTERSECTION. w � IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KN �I R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. 3). PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR Elm 1:SM DUCT SEALING: : Glam 237 (I'Ma 71 DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUCTWORK (ECCCNYS 5.03.3.4). ALL INSUa'YtbVTE.FULL LOFT: ins, PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE INSULATION SHOULD BE FLUFFED TO ITS FULL THICKNESS, NOT COMPRESSED, AND MGC-11, W CONNECTIONS AND SEAMS (EXCEPT LONGITUDINAL JOINTS THAT LOCK) NOT ROUNDED OR SCALLOPED AT EDGES. SEALED. ALL `' � �® MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. - �� - U TAPES MEETING UL 181A MAY BE USED FOR RIGID FIBER DUCTS. TAPES MEETING FILL THE CAVITY: 172 �, ' 52, O UL 181B MAY BE USED FOR FLEX DUCTS. DUCT TAPE IS NOT ALLOWED FOR DUCT INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS, PLATES, SHEATHING SEALING. AND DRYWALL. IN CEILING AND FLOORS, IT SHOULD BE IN CONTACT WITH THE DRYWALL Mme-11-M OR SUBFLOOR, AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS. Elm&GUM 165 (11, '�h0 fil' � WRITTEN MATERIALS: N WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BCUT AROUND OBSTACLES: SGC0°: WITH ALL HVAC AND WATER HEATING EQUIPMENT (ECCCNYS 102.3).A LABEL REFERENCE INSULATION SHOULD BE SPILT AROUND WIRES AND SMALL PIPES; CUT AROUND TO SUCH MATERIAL IS ALSO ACCEPTABLE. ELECTRICAL BOXES, LARGER PIPES AND OTHER OBSTACLES; AND SPLIT OVER CROSS BRIDGING IN FLOORS. NEVER STUFF INSULATION TO GET IT TO FIT. U. V REDUCED MOISTURE: x UTDOORS. G.C. TO CONFIRM THAT EVERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO ODOCUMENTATION OF R-VALUES: P4 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 AS POSSIBLE. KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS, ESPECIALLY INSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR. IF THERE IS A GAS RANGE. _ °�3 ACCESS OPENINGS: R, VENTILATION: ATTIC HATCHES, SCUTTLES, PULLDOWN STAIRS, etc. MUST BE INSULATED TO THE Fck PaW, 1 of 2 MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND SAME R-VALUE AS THE SURROUNDING AREA. Daila fikmam--_' Q . smsuraym REQUIREMENTS CONTAINED IN MINING MECHANICAL THE RE NYS CODES FOR DETER Q VENTILATION RATES. o AONL` � ..u DRAWN: MH/MS RATE OF 100 CFM CATHEDRAL CEILINGS: M VENTILATION CHANNEL FOR AlR FLOW ABOVE INSULATION, UNDER ROOF SHEATHING. ` E A MINIMUM 1 . PROVIDE 1 AV rrsy' .. - KITCHEN EXHAUST FANS SHALL H EXHAUST FANS SHALL HAVE ) � - OM E BLOCKING BETWEEN RAFTERS OVER WALL PLATE. M,� INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM 2). PROVIDE BLOCK .` " SCALE: va°-�'o° August 28,2013 , y t_ +• Y SHEET NUMBER: GENERAL NTRACTOR SHALL BE SIBLE FOR ALL NG DEPARTMENT - AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL OFWORK. ROUGH ECONTRACCTRIC PLUOMBINGR TO OAONDDHVACE RIORITO WSULATWGNG WITH EAND SSHEETROCKINGRS FOR APPROVL F ALL AND SHALL RE THE C of O PRIOR TO FINAL PADYIMENT FROM OWNERSECTIONS PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS, 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 REVISIONS: INTERIOR TRIM NOTES: PAINTING NOTES : EXECUTION: APPLICATION CONTINUED: A). EXAMINE SUBSTRATE,AREAS AND CONDITIONS,WITH APPLICATOR PRESENT,FOR G).SAND LIGHTLY BETWEEN EACH SUCCEEDING ENAMEL OR VARNISH COAT. 1). TRIM AND MOLDINGS: INSTALL IN SINGLE, UNJOINTED LENGTHS AT OPENINGS AND 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, FOR RUNS LESS THAN THE MAXIMUM LUMBER LENGTH AVAILABLE. FOR LONG RUNS, 1).PROCEED WITH PAINT APPLICATION ONLY AFTER UNSATISFACTORY CONDITIONS PRETREATED OR OTHERWISE PREPARED FOR PAINTING AS SOON AS PRACTICABLE AFTER USE ONLY 1 PIECE LESS THAN THE MAXIMUM LENGTH AVAILABLE IN ANY STRAIGHT HAVE BEEN CORRECTED AND SURFACES RECEIVING PAINT ARE THOROUGHLY DRY. PREPARATION AND BEFORE SUBSEQUENT SURFACE DETERIORATION. 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 RUN. STAGGER JOINTS IN ADJACENT MEMBERS. COPE MOLDING AT RETURNS. MITER SURFACES AND CONDITIONS WITHIN A PARTICULAR AREA. PAINTED. ALL CORNERS. 2).IF UNDERCOATS,STAINS OR OTHER CONDITIONS SHOW THROUGH FINAL COAT OF ■ B).COORDINATION OF WORK: PAINT,APPLY ADDITIONAL COATS UNTIL PAINT FILM IS OF UNIFORM FINISH,COLOR �l o : Fitt . Schedule 1).REVIEW OTHER SECTIONS IN WHICH PRIMERS ARE PROVIDED TO ENSURE AND APPEARANCE. 2). ATTACH THE WORK SECURELY IN PLACE. COMPATIBILITY OF THE TOTAL SYSTEM FOR VARIOUS SUBSTRATES.ON REQUEST, a). NAILING: BLIND NAIL WHERE POSSIBLE. USE FINISH NAILS WHERE EXPOSED. SET FURNISH INFORMATION ON CHARACTERISTICS OF FINISH MATERIALS TO ENSURE 1).APPLICATION PROCEDURES:APPLY PAINTS AND COATINGS BY BRUSH,ROLLER,SPRAY USE OF COMPATIBLE PRIMERS. OR OTHER APPLICATORS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. NAIL HEADS FOR FILLING, EXCEPT FOR EXTERIOR WOOD SCHEDULED TO RECEIVE C).NOTIFY ARCHITECT ABOUT ANTICIPATED PROBLEMS WHEN USING THE MATERIALS J).MINIMUM COATING THICKNESS:APPLY PAINT MATERIALS NO THINNER THAN NATURAL FINISH (IF ANY). SPECIFIED OVER SUBSTRATES PRIMED BY OTHERS. MANUFACTURER'S RECOMMENDED SPREADING RATE.PROVIDE TOTAL DRY FILM b). ANCHORING: SECURE THE WORK TO ANCHORS OR TO BLOCKING WHICH IS BUILT- APPLICATION: THICKNESS OF THE ENTIRE SYSTEM AS RECOMMENDED BY MANUFACTURE. Room: Treatmentip k" R INTO OR DIRECTLY ATTACHED TO SUBSTRATES. A).COMPLY WITH PRODUCERS SPECIFIED IN PDCA P4 FOR INSPECTION AND ACCEPTANCE K).MECHANICAL AND ELECTRICAL WORK:PAINTING OF MECHANICAL AND ELECTRICAL �' " " OF SURFACES TO BE PAINTED. WORK IS LIMITED TO ITEMS EXPOSED IN EQUIPMENT ROOMS AND OCCUPIED SPACES. 3). CASEWORK: INSTALL WORK IN A MANNER CONSISTENT WITH THE AWI QUALITY B).COORDINATION OF WORK:REVIEW OTHER SECTION IN WHICH PRIMERS ARE PROVIDED L).BLOCK FILLERS:APPLY BLOCK FILLERS TO CONCRETE MASONRY BLOCK AT A RATE 1 1 1w4 ver&zl GRADE SPECIFIED. TO ENSURE COMPATIBILITY OF THE TOTAL SYSTEM FOR VARIOUS SUBSTRATES.ON TO ENSURE COMPLETE COVERAGE WITH PORES FILLED. WhitoC aqm°hum,ply -Alin Gypsum Baluii a). SECURE CASEWORK TO GROUNDS STRIPPING OR BLOCKING WITH COUNTERSUNK REQUEST,FURNISH INFORMATION ON CHARACTERISTICS OF FINISH MATERIALS TO ENSURE USE OF COMPATIBLE PRIMERS. M).PRIME COATS:BEFORE APPLYING FINISH COATS,APPLY A PRIME COAT, Ckp9eft 5 ',T#1 Mite 0* Wal= 5W G"sumn5.k' CONCEALED FASTENERS AND BLIND NAIL AS REQUIRED TO PROVIDE A RIGID AS RECOMMENDED BY MANUFACTURER,TO MATERIAL THAT IS REQUIRED TO BE INSTALLATION. SCRIBE AND CUT FOR ACCURATE FIT TO OTHER FINISH WORK. C).REMOVE HARDWARE AND HARDWARE ACCESSORIES,PLATES,MACHINED SURFACES, PAINTED OR FINISHED AND THAT HAS NOT BEEN PRIME COATED BY OTHERS. T :, LIGHTING FIXTURES AND SIMILAR ITEMS ALREADY INSTALLED THAT ARE NOT PAINTED. RECOAT PRIMED AND SEALED SURFACES WHERE EVIDENCE OF SUCTION SPOTS OR stidis WGypmm Baud1" Gypsum BoardW � b). ADJUST AND LUBRICATE CASEWORK HARDWARE FOR PROPER INSTALLATION. 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 THE ITEM,PROVIDE SURFACE-APPLIED PROTECTION BEFORE SURFACE PREPARATION BURN-THROUGH OR OTHER DEFECTS DUE TO INSUFFICIENT SEALING. AND PAINTING. living 5 ',q Wbite WCM)sum Board 11W OR 4). PLASTIC LAMINATED FINISH WORK (WHERE APPLICABLE): 1).AFTER COMPLETING PAINTING OPERATIONS IN EACH SPACE OR AREA,REINSTALL N).PIGMENTED(OPAQUE)FINISHES:COMPLETELY COVER SURFACES AS NECESSARY TO �' a). COORDINATE AND VERIFY SIZES AND LOCATIONS OF OPENINGS FOR FIXTURES ITEMS REMOVED USING WORKERS SKILLED IN THE TRADES INVOLVED. PROVIDE A SMOOTH,OPAQUE SURFACE OF UNIFORM FINISH,COLOR,APPEARANCE O Q AND COVERAGE.CLOUDINESS,SPOTTING,HOLIDAYS,LAPS,BRUSH MARKS,RUNS, IIz WITH ACTUAL FIXTURE SIZES. FORM INSIDE CORNERS TO A RADIUS OF NOT LESS D).SURFACE PREPARATION:CLEAN AND PREPARE SURFACES TO BE PAINTED ACCORDING SAGS,ROPINESS OR OTHER SURFACE IMPERFECTIONS WILL NOT BE ACCEPTABLE. _, 5 ��? sUm 5M-Gnsum Board W- Gypsum BoadQ' THAN 1/8". ROUT CUTOUTS AND FILE CUT EDGES TO SMOOTH SURFACE FREE OF TO MANUFACTURER'S WRITTEN INSTRUCTIONS FOR EACH PARTICULAR SUBSTRATE Q CONDITION AND AS SPECIFIED. O).TRANSPARENT(CLEAR) FINISHES:USE MULTIPLE COATS TO PRODUCE AGLASS- CRACKS. 1).PROVIDE BARRIER COATS OVER INCOMPATIBLE PRIMERS OR REMOVE AND REPRIME. SMOOTH SURFACE FILM OF EVEN LUSTER.PROVIDE A FINISH FREE OF LAPS,RUNS, 2).CEMENTITIOUS MATERIALS:REMOVE EFFLORESCENT,CHALK,DIRT,GREASE,OILS AND CLOUDINESS,COLOR IRREGULARITY,BRUSH MARKS,ORANGE PEEL,NAIL HOLES OR RELEASE AGENTS.ROUGHEN AS REQUIRED RO REMOVE GLAZE.IF HARDENERS OR OTHER SURFACE IMPERFECTIONS. Board W Gypsum BoardO W� SEALERS HAVE BEEN USED TO IMPROVE CURING,USE MECHANICAL METHODS OF P).STIPPLE ENAMEL FINISH:ROLL AND REDISTRIBUTE PAINT TO AN EVEN AND FINE - SURFACE PREPARATION. TEXTURE.LEAVE NO EVIDENCE OF ROLLING SUCH AS LAPS,IRREGULARITY IN 3).WOOD:CLEAN SURFACES OF DIRT,OIL AND OTHER FOREIGN SUBSTANCES WITH TEXTURES,SKID MARKS,OR OTHER SURFACE IMPERFECTIONS. close Tuea w SV Gypsum BowdO SCRAPERS,MINERAL SPIRITS AND SANDPAPER,AS REQUIRED.SAND SURFACED 4r Gypsum Board Gypsum Board EXPOSED TO VIEW SMOOTH AND DUST OFF. � F� a).SCRAPE AND CLAD SMALL,DRY,SEASONED KNOTS,AND APPLY A THIN COAT CLEANING AND PROTECTING: Ramy 5 2,T Walnul stgn. WG"isumW Gypsum Board ^^ W F� OF WHITE SHELLAC OR OTHER RECOMMENDED KNOT SEALER BEFORE APPLYING A).AT THE END OF EACH WORKDAY,REMOVE EMPTY CANS,RAGS,RUBBISH AND OTHER 1/;- � PRIMER.AFTER PRIMING,FILL HOLES AND IMPERFECTIONS IN FINISH SURFACES - - 1m W 5 5/ WITH PUTTY OR PLASTIC WOOD FILLER.SAND SMOOTH WHEN DRIED. DISCARDED PAINT MATERIALS FROM PROJECT SITE. 12 _ b).PRIME,STAIN,OR SEAL WOOD TO BE PAINTED IMMEDIATELY ON DELIVERY. C TRADES,WHETHER BEING PAINTED NOT,AGAINST DAMAGE 1W T& Yr Gyps=Bosird 3/4"THICK BIRCH �'! PRIME EDGES ENDS,FACES,UNDERSIDES,AND BACK SIDES OF WOOD,INCLUDING B).PROTECT WORK T � Board 17 SHELVING CABINETS,COUNTERS,CASES AND PANELING. FROM PAINTING.CORRECT DAMAGE BY CLEANING,REPAIRING OR REPLACING AND Ciaga c).IF TRANSPARENT FINISH IS REQUIRED,BACKPRIME WITH SPAR VARNISH. REPAINTING AS APPROVED BY ARCHITECT AND OWNER. Wa&-hLCksd Tik W Gnmm Baud &jW=Bowd d).BACKPRIME PANELING ON INTERIOR PARTITIONS WHERE MASONRY,PLASTER, C).PROVIDE"WET PAINT"SIGNS TO PROTECT NEWLY PAINTED FINISHES.AFTER el 1/4"X3/4"BEADED OR OTHER WET WALL CONSTRUCTION OCCURS ON THE BACK SIDE. COMPLETING PAINTING OPERATIONS,REMOVE TEMPORARY PROTECTIVE WRAPPINGS st2dr 59V . lr G7psmm Board SHELF EDGING e).SEAL TOPS,BOTTOMS AND CUTOUTS OF UNPRIMED WOOD DOORS WITH A HEAVY COAT OF VARNISH OR SEALER IMMEDIATELY ON DELIVERY. PROVIDED BY OTHERS TO PROTECT THEIR WORK. pukftd Rim's 4).FERROUS METALS:CLEAN UNGALVANIZED FERROUS METAL SURFACES THAT HAVE NOT 1).AFTER WORK OF OTHER TRADES IS COMPLETE,TOUCH UP AND RESTORE L=0&yRD= Tik W Bid SW Gpsum Board BEEN SHOP COATED;REMOVE GREASE,DIRT,LOOSE MILL SCALE,AND OTHER FOREIGN DAMAGED OR DEFACED PAINTED SURFACES.COMPLY WITH PROCEDURES SUBSTANCES.USE SOLVENT OR MECHANICAL CLEANING METHODS THAT COMPLY WITH SPECIFIED IN PDCA Pi. Tfle W Sir 1X3 BIRCH CLEAT SSPC'S(THE SOCIETY FOR PROTECTIVE COATINGS)RECOMMENDATION. B _ 6 Tile � B_ % yr�GypB d' �, (SIDES&BACK) a).TOUCH UP BARE AREAS AND SHOP-APPLIED PRIME COATS THAT HAVE BEEN INTERIOR PAINT SCHEDULE: CBP 82"TO TOP OF DAMAGED.WIRE-BRUSH,CLEAN WITH SOLVENTS RECOMMENDED BY PAINT Sw,MJL vir , FINISHED FLOORA).GYPSUM BOARD(WALLS): MANUFACTURER,AND TOUCH UP WITH SAME PRIMER AS THE SHOP COAT. 5).GALVANIZED SURFACES:CLEAN GALVANIZED SURFACES WITH NONPETROLEUM-BASED 1).ACRYLIC FINISH COATS OVER A PRIMER. 5 a r Gypsum Board � � � SOLVENTS SO SURFACE IS FREE OF OIL AND SURFACE CONTAMINATES.REMOVE a).PRIMER: INTERIOR GYPSUM BOARD PRIMER. " �' H PRETREATMENT FROM GALVANIZED SHEET METAL FABRICATED FROM COIL STOCK BY b).FINISH COATS:INTERIOR LOW-LUSTER ACRYLIC ENAMEL. MECHANICAL METHODS. �BedkK=Na- 1 5 '/.-#1 - Wil= 5 -Vr O � � 1 00 16" B).GYPSUM BOARD(CEILING): , _ 1 5 q/7 White � W W Gypsum Board , 3/4"THICK BIRCH �`! E).MATERIAL PREPARATION: 1).ACRYLIC FINISH:TWO FINISH COATS OVER A PRIMER. smn Board � a U SHELVING 1).MAINTGypsum Board AIN CONTAINERS USED IN MIXING AND APPLYING PAINT IN A CLEAN CONDITION, a).PRIMER: INTERIOR ALKYD WOOD PRIMER FOR ACRYLIC-ENAMEL AND SEMI- ,. 2 5 V W W .� W FREE OF FOREIGN MATERIALS AND RESIDUE. GLOSS ALKYD-ENAMEL FINISHES. LTJ 2).STIR MATERIAL BEFORE APPLICATION TO PRODUCE A MIXTURE OF UNIFORM DENSITY. b).FINISH COATS:INTERIOR SEMIGLOSS ALKYD ENAMEL. _ I Tile Sir m-2- v ,m pyg.,Board DO NOT STIR SURFACE FILM INTO MATERIAL. 1/00/4"BEADED STIR AS REQUIRED DURING APPLICATION. lNG C).FERROUS METAL: 1..7�. �' �� •' N IF NECESSARY,REMOVE SURFACE FILM AND STRAIN MATERIAL BEFORE US SHIELF EDGING 1).ALKYD-ENAMEL FINISH:TWO FINISH COATS OVER A PRIMER. 5,1ft4,T&' cqd a 1-5/8"DIA. a).PRIMER: INTERIOR ALKYD FERROUS-METAL PRIMER. F).EXPOSED SURFACES:INCLUDE AREAS VISIBLE WHEN PERMANENT OR BUILT-IN FIXTURES, �-�.� FIR POLE GRILLES,CONVECTOR COVERS,COVERS FOR FINNED-TUBE RADIATION,AND SIMILAR b). FINISH COATS:INTERIOR SEMIGLOSS ALKYD ENAMEL. 00 COMPONENTS ARE IN PLACE.EXTEND COATINGS IN THESE AREAS,AS REQUIRED,TO 1X3 BIRCH CLEAT MAINTAIN SYSTEM INTEGRITY AND PROVIDE DESIRED PROTECTION. D).ZINC-COATED METAL: �� (SIDES&BACK) 1).PAINT SURFACES BEHIND MOVABLE EQUIPMENT AND FURNITURE THE SAME AS SIMILAR 1).ALKYD-ENAMEL FINISH:TWO COATS OVER A PRIMER.a).PRIMER:INTERIOR ZINC-COATED METAL PRIMER. �? 66"TO TOP OF EXPOSED SURFACES.BEFORE FINAL INSTALLATION OF EQUIPMENT,PAINT SURFACES FINISHED FLOOR BEHIND PERMANENTLY FIXED EQUIPMENT OR FURNITURE WITH PRIME COAT ONLY. b).FINISH COATS:INTERIOR SEMIGLOSS ALKYD ENAMEL. ' mighed 2).PAINT INTERIOR SURFACES OF DUCTS WITH A FLAT,NONSPECULAR BLACK PAINT WHERE VISIBLE THROUGH REGISTERS OR GRILLES. INTERIOR STAIN AND NATURAL-FINISH WOODWORK SCHEDULE: 3).PAINT BACK SIDES OF ACCESS PANELS AND REMOVABLE OR HINGED COVERS TO MATCH stain 1 ine EXPOSED SURFACES. A).STAIN-VARNISH FINISH: (USE THIS SYSTEM ONLY FOR NATURAL WOOD THAT IS PWXh Bbw stone 4).FINISH EXTERIOR DOORS ON TOP,BOTTOM AND SIDE EDGES THE SAME AS THE NOT FACTORY FINISHED.)TWO FINISH COATS OF VARNISH OVER A SEALER COAT TYPICAL CLOSET SHELVING EXTERIOR FACES. AND INTERIOR WOOD STAIN.WIPE WOOD FILLER BEFORE APPLYING STAIN. , 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. �r .>t J � INTERIOR DOOR 3).SEALER COAT:CLEAR SANDING SEALER. N y 4).FINISH COATS:INTERIOR ALKYD-OR POLYURETHANE-BASED CLEAR SATIN cn p TRUSTILE TS2020, ROMAN OGEE FLAT PANEL 1-3/4" THICK 7' TALL 24"VARNISH. N rn 5 �n v _Fbw 'Co o Fail 5 °2'. � 'I�aImt W Bid: &V p o " Cbma 5 '/.#1 Mate Oak Wal=sting SWGypsumBaud 5''' Gypsum Board ra" w U. Lo 00 Los 5 20TA Mile 0* Wad=5= WGypsmBoard SW Gypsum Board --q Timm 5 %7 '1 c w1d=sWu W Gypsm Bid SWGypsum Board � �° 't U Imo_ '' S z - � Wal= '� 0 U � rn --_----- _-- „ CLASSIC COFFERED CEILING DETAIL -� Board � � _ HARBOR CLASSIC 1/4 LUAN OVER HARBOR HUDSON RIVER MILLS 2.5"CASING 2.5"CASING PW 1383 6"CROWN : `_ 2 Tue 5 R. � 5A1�. •Baud p v FINISHED SHEETROCK Bl.o ING NOTE: 1).TRIM WORK TO BE BY PRINCETON CLASSIC MOULDINGS I ingm Doset Tile _Yr M_F_ _ 519-MXI . Board 1:21 HUDSON RIVER MILLSHARBOR CLASSIC stain 5WOypsumBoord SV Gypsum Board PW 1383 6"CROWN 4.5"CASING 2).DO NOT SPLICE. `- 3 5 IA Who Oak Walmmt 1X6 545 3).TRIM TO BE NAILED EVERY 16 INCHES WITH 16-GAUGE FINISH NAILS. Ww. b'� 5 V1 1� W B wd POPLAR NAIL HOLES TO FILLED IN WITH SOFT,RUB-IN-TYPE PUTTY. Bath M_ 3 Tale SW M.3L .5 SJR L Gyp_Baud Std. _wAi 4).MITER CORNERS.GLUE AND FASTEN CORNER JOINTS WITH FINISH NAILS. -4 5 1/. #1 Vbft Oak Wal=smm WGypsumSW Gypsum � W cbrAl 5 %7*1 SIbbe Onk Walaut snm W Gypsum Board SW Gypsum Board Bali _4 Tile W MIL Gyp_Board W-h W 9 _Board SULCap � U Tim SN- 1 Band 1 - � Ln Bedwombb- 5 5 9 -WI Walaut stim .5Ar Gypsum Board SW Gypsum Bowd Clasef 5 Vbde Oak Walmd stim 54r Gypsum Board IV LOCATION : BASE: CASING: STOOL: DOOR PLINTH: CROWN : CHAIR RAIL Bib- 5 lug 5V •'TjTwN Ch)gLgt Tile 5V ILR_ Gyp-Board Mr MR-Gyp.,BoamdH Bedm=Nb. 6 5 %-#1 Who Oak Wsfl=s= 5M-Ggmun Baud W Gypsum Board HR 0112 HUDSON RIVER MILLS HR 0106 HUDSON RIVER MILLS 4-1 2"X9" CLASSIC PW1383 HUDSON RIVER MILLS Oak WRIEM1 Gypmm Board SW Gypsum Board Cieset 1ST. FLOOR HR2504 HUDSON RIVER MILLS / w/ 2-1/2" BEADED CROWN - 5 V#1� � 5 POPLAR BASE 3/4"X3-1/2" POPLAR CASING 1-1/16" THICK POPLAR STOOL POPLAR BASE SAr Gypsum Baud 51r `n (GENERAL) 3/4" X 7-1/2" w/ HR0478 1-1/811 BACK BAND (MATCH COFFERED CEILING) �B� 54w4 Mdogmy 94 2ND. FLOOR PW1383 HUDSON RIVER MILLS (GENERAL) w/ 2-1/2" BEADED CROWN �,��,�•>,�#r;:tip *�< w. DRAWN: MH/MS �f is SCALE: 1/4"=1'-0" 2ND. FLOOR HR0512 HUDSON RIVER MILLS JOB#: 13/16"X3-3/8" POPLAR CHARI RAIL HALL � ,��' Augusl28,2013 �� SHEET NUMBER: K4 �r,a��`" a '" �., . A- 12 PAINTER TO PRIME AND PAINT ALL DOOR EDGES MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANYB 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 AST JOB SITE,INCLUDINGUDINGBUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELEKTRIC,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 ` IN • RAFTER WALL STUD ENDWALL CRIPPLE STUD BOTTOM PLATE o ` o RIDGELEDGER BATHTUB 0 e HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ONLOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAPI APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH 2ND. ADS5 HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGERAPPLY TO EACH RAFTER / LEDGER BLOCKING X24"OC W con WALL STUD �� THROUGH-ROOF EXHAUST Va ENTS SELECTED AND LOCATED BY CONTRACTOR F+� W METAL STRAP ^ Q CRICKET AT TOP-SIDE OF VENTILATION CHANNEL CHIMNEY AS REQUIRED RIM BOARD RAFTER WALL SHEATHING RAFTERS MAINTAIN SILL PLATE(S) VENTILATION WOOD JOIST 0 . • ' . SIDEWALL FLASHING BLOCKING BLOCKING � � FOUNDATION - ' ' TOP PLATE FINISH WALL AND MOISTURE 2x4 LEDGER ; 2x4 SOFFIT JOIST c BARRIER TO LAP FLASHING STAPPING TO BE ATTACHED TO WALL STUDS @48"OC AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WYITH A - - FASCIA AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA GUTTER a NOT LESS THAN 1/1500 OOF F THE AREA OF WOOD GIRDER ROOFING TO AVOID SOAKING WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION / THE SPACE VENTILATED. ALL OPENINGS INSTALL 4'0" O.C. SHALL BE COVERED WITH COIRROSION- ONTIN. SCREENED VENT 4" - 8° LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS 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 LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE INSTALL 4'0" O.C. AND SO AS TO MAINTAIN AIR 8" - 14" LSTA30 1-1/4x3018ga. STRAP AND JACK STUDS �/ 4" - 6RAFTER RT10 10-3/4 x 18go. TYDOWN ANCHOR CONNECT TO " " GAP TO PREVENT CAPILLARY " " PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND ON ALL OPENINGS / ACTION EACH RAFTER ROOF V/ENTILATION / OVER BEARING WALLS AND HEADERS INSTALL 4'0" O.C. 8 - 12 RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR CONNECT TO SOFFITED EAVE DETAIL 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ,' , EACH RAFTER ON ALL OPENINGS KEEP ROOFING NAILS OUT / OF FLASHING 2ND. FLOOR WALL ' ' ROOFING LAPS BASE prp ' FLASHING 4 INCHES ' RAFTER ��/ RIDGE CAP OF SAME BASE FLASHING WRAPS CORNERS, MATERIAL AS ROOFING EXTENDS UNDER SHINGLES AT NAILED TO SHEATHING SIDES 4 INCHES AND LAPS THROUGH VENT SHINGLES AT BASE MIN. 4 INCHES WOOD JOIST � a `-4 U � a H TOP PLATE GIRDER/HEADER ,� Q so M F SIDE WALL FLASHING WOOD JOIST r 00 00 1 ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS AND FLASHING AT ALL EAVES, EDGELLS, WALL STUD AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ASS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PPREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. ON ALL OPENINGS RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS RAFTER TO PLATE INSTALL 4'0" O.C. CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF PLATES TO EACH STUD 0 DBL. SILL PLATE Iy SUBFLOOR cnlzm o TERMITE SHIELD WOOD JOISTS c`' cf u SILL GASKET x u o Mm +�+ r NEOPRENE ''. , 2x6 /2x8 CONTINUOUS WOOD PLATE � � CONC. SLAB GASKET TYP. CONC. FOUNDATION ( n 6 MIL. POLY V I BOLTED TO STEEL BEAM WITH `-' x o DAMPPROOF EXTERIOR y V- GRANULAR FILL , \�a �� 1/2 " DIA. BOLTS @ 48" o.c. STAG. w Cu cz LO 6MIL POLY ON EXTERIOR , 1 ' V V \ STEEL COLUMN I D' D P.,° \ ROOF JACK ��� `� 1 �, �� STEEL B EAM A \ ° C ° 4 _ c v cf) CA CONC. SLAB ' � ' �, db u \,a ANCHOR BOLT EMBEDMENT: �. 4" x 1/4" x 8" STEEL to � � "� '� POURED CONCRETE: 7" 41 ra ° r BLOCK WALL: 15' ``� TOP AND BOTTOM PLATE U COMPACT FILL. 'p ROOFING LAPS cc U) �/ ♦ / / r n V • ° 4 ° , FLASHING AT WITH 1/2" x 6 ANCHOR BOLT KEYWAY FOOTING _A CONC. FTG;. 'p b,4 G USE WITH 3x3 SQUARE WASHERS SIDES AND TOP %% C14 1/2" GROUT N o W w : p ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) � I I I 3" STEEL COLUMN REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT 1 1 ( 10 KIPS ) p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ' DRAIN TILE ► SILL PLATE TO FOUNDATION1 STORY 72" OC ROOFING AT BOTTOM EN04 CRAWL SPACE OR FOUNDATION TYPICAL BEAM DETAIL l SILL PLATE TO FOUNDATION W FOUNDATION. APPLY PILASTERS 2 STORIES 36" OC STEEL / BOTTOM BEARING TYPICAL CONC. FOU MIN. 3" STEEL COLUMN ANCHORED TO 24"x24%12" CONC. FTG. CRAWL SPACE OR FOUNDATION u u WHERE NEEDED FOR STRUCTURAL BRACING. ALL BOTTOM PLATE TO FOUNDATION U (SLAB-ON-GRADE) 1-2 STORIES 57" OC ROOF ,JACKS & VENTS DETAIL 0 Cn I I � SU B FLOOR � DOOR FRAME N JOIST [� CONC. SLAB GARZAGE G - 6X6 10/10 WWM DOO)R ' USE 2X8 STEEL BEAM COMPACT FILL Q� ' FOR BLOCKOUT 4" SLAB I d. W/ 6X6 WWM I I SLOPE V 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT °' P.T.. PLATE ► ( ) O " ° -� WITH A NAILING PLATE IF NEEDED 1/2" AIR PACE < <° 7 1 2�'' ► ' , ea • TO BE APROX. 1/2" OR HIGHER THAN �y '•�� AT END AND �'•O ° • ° ° ° o . STEEL BEAM TO ALLOW FOR SHRINKAGE BEAMSOF WOOD I I e D ° D (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) G ADE Gl ,'=--a--=---cc-----� e d s d e d -, D III ��I I ° d ° SUBFLOOR l!" 6X6 W.M.M. — — — R — — — — ° o 0 o e� � ° 11=111 I I I �— „a4 4 r' `NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM - D p• ° �I-I 12" p "t. 'p D •^ �'� '� 'r MIN. r .e r, e NOTCH EQUALS 1/4 DEPTH OF BEAM ° c°,°.p ,D ° I I-I I 01ST e� 4 REINFORCING BAR D `� REINFORCING BAR 0•° _ ° 4 L�'n �• �° e I Im SHEET METAL / 30# FELT UNDER BEAM AT POINT STEEL BEAM DRAIN TILE �� ' �• OF CONTACT WITH CONCRETE OR CONC. BLOCK _I i=111=1 11=1 1 t� 11- I r PLATE (BOLTED TO BEAM) .A A DRAWN: MH/MS SHIMS TO LEVEL BEAM f MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. '_ ,-'sr"� TYPICAL CONC. MONO REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGEE DOOR BLOC KOUT ;y`',,.;�;' ,.� SCALE: r 4 f JOB#: BEAM POCKET r._ August 28,2013 SHEET NUMBER: r s A 13 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 ' yn PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN 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 ELECT RIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. T MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED O REVISIONS: JOIST DETAILS Plate nail-lbd(3-1/2") wall satd16" Plate nail-16d(3-1/2") ALLOWABLE HOLES - TJI Joists "on-center box at 16"on-center* on-center box at 12INTERMEDIATE BEARING Floor panel nail-8d NO LOAD BEARING WALL ABOVE loos panel nail 8d(2-1 2") 2 1/2")common at 6" Load bearing or shear wall 1-1/2"hole may be No geld cut holes Y common at 6"on-center* above(must stack over wall /n hatched See Table A See Table B cut anywhere in on-center below) Web stiffeners zones See Table See Table web out- side hatched zone DO NOT required each side Load from 1"or 1-1/4" 1-1/4"Trus Blocking at B3W Blocking panels above cut ornorchAange. Blocking Trus Joist Joist rim anal may be required with 6" (] O 6^ panel rim board* board 2x4 minimum shear walls;above or squash below-see.detail Bl 1-1/6�' L t z x D 1 DI t.2 z x L 2 a2 oe nail-lOd 3" oe nail-tOd 3" blocks �1II(IILl,.�II''L�� 6" minimum minimum ( ) 12" ( ) T� (hollies to all box at 6" box at 6" holes except min, knockouts) Do not cut ho/es larger than on-center* on-center 1-1/Z"/n cantilever DO NOT Remove tongue and giroove Bl Bl 1/16 Table A - End Support cut holes In cantilever from floor panel edges Boun ary nailing Mi imum distance from edge of hole to inside face of nearest end support reinforcement. supported by V a-Rim(®to -8d 2.1/2") Web stiffeners 2x4 minimum stall proper blocking ROUND HOLE SIZE SQ ARE OR RECTANGULAR HOLE SIZE ensure quality nailing. common at 4" required each squash DEPTH Til TJI rim 'fC0/7VentiOna/construction code minimum for * t0 support all panel blocks 2" 3" 4" 6.1/2 6-1/2 11" 13" 2' 3" 4" 6-1/2 6-lfz 11" 13" on-center side at BIW and joist se with A3 only.See Trus Joist Framers edges B2W Use 2x4 minimum squash 110 l'-0" l'-6" z'-0" F-0" 1'-0" 1'-6" 7-6" a'-6" Al A2 e O O cket Guide for A3.1 A3.3 installation `See Trus Joist Framer' ocket Guide for B2 B2 63 63 CS blocks to transfer load 9_ln" 210 1'-0" 2'-0 z'-o" s'-o" 1'-0" 2'-0" z'-6" 5'•0" Must have 1-3/4 minimum A3 A3.1 3.29hpedrications. 3.4 z3o I'-o" V-6- 2'-6^ 5'-6" t'-o" 2'-0" 3'-0^ 5'-0^ Joist bearingat ends additional installation s ecir/Cat%Dns. around TJI joist 360 1'•6^ 2'-0" TV 6.0" 1'-6" 2'-6" T-6" 5'-6" 110 1' " 1'-0" '-0" 2'-6" 5'-0" 1'-" 1'-0" 1W '-6" 6'-0^ 6'-0"length of 210 r-0" r-0" IW 2'-6" 5'-6" r-0" r-0" 2'-0" s-0" 6-6" g 11-7/8" 230 r-0" 1'-0" 1'-0" TV 6'-0" 1'-0" 1'-0" 2'-0" 5'-6" 7'-0^ TJI joist 8"diameter maximum hole Nail Trus Joist rim board to blocking Attach reinforcement 360 1'-0" 1'-0" 1'-6" 4'-6" T-0" 1'-0" 1'-0" 2'-6" 6'-6" T-6" 4'-0"length of 8"diameter maximum hole reinforcement and for 11-7/8"-16"deep 560 l'-0^ 1'-0" l'-6^ 5'-0" B'-o" 1'•0" 2'-0" 3'-6" T-0• 8'-0" 3/4" filler block.Use blocking panels;6" with connections to joist with one 8d 110 1'-0^ 1'-0" 1'-0" 1'-0" 2'-6" s-o^ 1'-0" 1'-0" 1'-0" T-6" V-0• 5'-0" for 11-7/8"-an deep g P 2-1 Web stiffeners �� 4'-0" equivalent to (2-1/2")common Hall at Nail through 2x_,wood backer zlo 1'-0" 1'-0^ 1'-0" l'-0^ 3'-0^ 6'-0" 1'-o" 1'-0^ t'-0" a'-o^ 6'-6^ B'-6^ 8 diameter maximum hole reinforcement � 4-0 length with diameter maximum for required each blocking panels;6' deckingschedule each corner and la^ 230 1'-0" 1'-0" P-W I'-6" 3'-6" 6'-6" 1'-0" 1'-0" 1'-0" 4'-0" 7'-0" 9'-0" q for 11-7/8"-20"deep on one side at 9-1/2"and 11-7/8" blocking panels 9-1/2"dee side at E1W diameter maximum for g P P Trus Joist TJI joist web with 2 rows 10d 360 1'-0" 1% 1'-0" z'-6^ s'-6" B'-0" 1'-0" 1'-0" 1'-0" 5'-6^ 8'-0" 9'-6" blocking panels;6" E2,both sides blockingpanels 9-1/2"dee TJI joists. or shorter than 12"long. Attach reinforcement 560 1'-o" l'-0^ I'-0" 2'-6" 6'-0" 9'-0" 1'-0" V-o" 1'-6^ 6-6^ 9'-0" 10'-0" P P rim board to joist with one 8d Blocking panel between Blocking (3)common nails at 6" 210 r-o" r-o" r-0" IW r-6" T.6^ 6.0" r-o" r-o^ r-0^ z'-6" 6'-6^ s'-o° la-6^ diameter maximum for at E3 or shorter than 12"long. o not cut flanges. ) ch joist.Nail to top panel n-center,clinched.Use locking panels 9-1/2"deep (2-1/2)common nail at 230 1'-o" I'-0^ l'-0" I'-0" z'-o" a'-0" 6'-6" 1'-0^ l'-o^ 3'-0^ 7'-0^ 9'-0^ Il'-o^ rT� or shorter than 12"long. not cut flanges. each corner plate with connections 16d(3-1/2") nails with I6^ 360 1'-0' 1'-0" 1'-0" IW 3'-0" 6'•0" 9'-0" 1'-0" 1'•0" 1'-0" 4'-0" 9'-0" 10'-0" 11'•6^ F+'� LDo not cut flanges. Trus Joist equivalent to decking 3- "TJI joist 56o r-o^ r-o^ r-0" r-0" 3w" 6-6^ l0'-0" lr-o^ tz'-o^ rim board schedule. Trus Joist 12"length of a ge widths. 4" 6• 8• 10" 12- IF 17" 4" 6• 8" lo" 12" IS' l7" rim board ttach 3/4" 12"length of 18, 360 1'-0" 1'-0" I'-0" 2'-0" 5'•0" 10'.0" 1'-0" 1'-0" 5'-0" 10'-0" 11'-0" 13'-6" reinforcement to reinforcement 3/4a 560 1'-0" 1'-0" 1'-0" 1'-0^ V-0" 11'-0^ 1'-o" 1'-6" 6'-6" 11'-0" 12'-0" 14-6" O ttach reinforcement joist web with 3 on one side at reinforcement 20" 360 1'-0" 1'-0" 1'-0" I'-0" 2'-0" T-0" 10'-6° 1'-o" 1'-0" 2'-6" 5'-0" 11'-6" 14'-0" ls'-6" Trus Joist rim 1.0joist with Sd(2-11/2") rows lOd 3" E5,both sides s6o r-0^ r-0^ r-0" r-0^ r-o^ 7'-0° n'-o" r-o^ r-0^ a'-o^ 9'-6^ lr-6' la'-s^ ls'-6" board j ( ) on one side at Wood common nails at 6"ion- common nails at 6" at E6 E7,both sides �� uF able B - Intermediate or Cantilever Support Z 0 center.When on-center,clinched. backer �� Q 2' v 0 at E8 �e5 ai eye S Mini um distance from edge of hole to inside face of nearest intermediate or cantilever support Face grain reinforcing�.a+�� sides,sta eronails. a SR�� Use 2 rows with 9-1/2 Less than Less than 1��Z{�eJe� ca�titc•�°aa DEPTH rJl ROUND HOLE SIZE SQ ARE OR RECTANGULAR HOLE SIZE U horizontal stagger TJldjoist/8 E5 E6 511 E7 E8 Fl °er`J�Eo o l El El E2 E3 E4 O O O O 5n O Ga 2" 3" 4" 61/2 5.1/2 11" 13" 2" 3" 4" 6-1/2 8-ln 11" 13" O Not for use with 3-1/2"TJI 110 1'-6" 2'-6" T-0" 7'-6" 1'-6" 2'-6" T-6" 6W 9-1/2" 210 2'-0" Z-6" T-6" T-6" 2'-0" 3'-0" 4'-0" 7'-0" joist flange widths 230 2'-6" 3'-0" a'-0" 8'-0" 2'-6" 3'-0" 4'-6" T-6" z 360 T-0" 4'-0" 5'-6" 9'-0" T-0" 4'-6" 5-6" 8'-0" Filler block Attach no r-0" r-17 1W 4'-0" 8'-0" r-0" r-6" 2'-6• 6-6" 9'-0^ with ten 10d(3")box WEB STIFFENER ATTACHMENT 210 r-0" r-0" 2'-0" a'•6" 9'4" r-o" 2'-0" 3'-0" T-6" 10W U nails,clinched.Use ten EXTERIOR DECK ATTACHMENT Gap: 11-7/8" 230 1'-0" 2'-0" 2'-6" 5'-0" 9'-6" 1'•0" 2'-6" 3'-6" 8'-0" 10'-0" 16d(3-1/2")box nails from Option#1: I-1/8"minimum 360 z'-o^ 3'-0^ a'-o" 7'-0" 11'-0^ z'-o^ 3'-6^ s'-o" 9'-6^ 11'-0^ each side with 3-1/2" Structural exterior Apply subfloor adhesive to all TJI Joist blocking with end 2-3/4"maximum 560 1'-6" V a'-6• 8'-0" IL2 T-0" 4'-6" 6'-0" 10'-6" lz'-o" PPY g 11#2 no r-0" r-o" 2W 4'-6" 8'-0" V-o" r-o" r-0" s'-D" 9'•0• 12'-0" Web stiffeners TJI joist flange widths. sheathing contact surfaces cks installed at 1/3 joist = 210 1'-0^ 1'-0" 2'-6" 5'-0" T-W V-17 1'-0" z'-o" 6'-0" 10'-0" 12'-6^ required if sides of Use fifteen nails with Backer block I� s n locations using Three 8d(2-1/2")box nails, la" 230 1'-0" 1'-0" TV 5'-6^ 10'-0" 1'-0" I'-0" 2'-6" 6'-0" 10'-6" 13'-0" hanger do not lateral) T11 joist depths Flashing 0 8d(2 1/2") clinched 360 r-o" 7-0" 5'-6" s'-6" 12'-6" 1'-0" 2'-0" 4'-0" 9'-0" 12'-0" 14'-0" 1i Y Install tight t0 top Bearing plate: 560 1'-0" 1'-6" 5W 9'-6" 13'-6" 1'-0" T-17 5'-0" 10'-0" 13'-6" 15'-0" su ort at least 3/8" greater than 16". abox nails or Three 16d 3-1PP flange(tight to Flush plate with inside Treated 2x o`s�SQ a�. 2-1/2"screws, ( /2")box nails 210 1'.0" 1'-0" 1'-0^ 3'-0^ 5'-6^ 9'-6" l'-o^ 1'-o^ 1'•0^ a'-6" 9'-6^ 12'-6" 15'.6- of TJI joist top bottom flange with face of wall or beam ledger 3 c<` at 3-1/2'TJljoist flange widths 16, z3o r-0" r-0^ r-o^ r 6^ a'-0^ 6'-6" l0'-6^ r-0^ r-o^ r-o^ s'-o" 10'-6" 13'-0" 16'-0" flange face mount g 11 6 typical 11#2'r 36o 1'-0• IW 1'-0" T-0" 6'•b" 10'-0" 13'-6" 1'-0" 1'-D" 2'-0" 7'-6• 13'-0" 14'-6" 17'-0" angers).Attach Web stiffener each 560 1'-0" 1'-0" 1'-0" 2'-6" 7-0" 11'-0" I5'-0" 1'-0" 1'-0" 3'-6" 9'-0" 14'-6" 16-0^ 18'-0" See fastener Trus Joist 011" with ten 10d(3") Opti n#2: I`y' side.See sizes 4" 6^ 8" IV 12' I5" 17^ 4" 6^ 8^ 10^ 12^ 15^ 1-r box nails,clinched table below.Maintain rim board 2x strapping installed H below. Top 2"distance(minimum)from 18" 360 1'-0" 1'-0" 3'-0" 6'•0^ 9'-0" 15'-0^ l'-0" 4'-0" 9'-0" 14'-6^ when possible. at 1/3 joist span Tight fit 560 1'-0" F-V 2'•0" 6-0" 10'-0" 16'-6^ 1'-0" 6'-0" 11'•6" 16'-6" 18'-0" 20'-0" flange edge of ledger to fastener. locations using two 20, 36o 1'-0" 1'-0" 1'-0" 3'-0" 6'-0" Il'-0" 15'-6" 1'-0" 1'-6" T-0" 12'-6" 16.6^ 19'•0^ 21'-0" hanger 2-1/2"screws per joist W eb Stiffener Size W eb Stiffener Size 560 r-o" r-0^ r-0^ r-6" s'-6^ 12'-0• 16-0" r-o^ 3'-0" B'-6" la'-0" lT-6 19'-e 20'-6" aeker block " " n n " n Rectangular holes based on measurement of longest side. Face mount Allowable Load/Factored Resistance(lbs) Fastener ption#3: 1-1/2 1/2 x 2-5/16 min -5/16 7/8 x 2-5/16 min g g hanger both sides 1-3/4"rim board 1"a-Rim TM g directly applied ceiling ores may be located vertically anywhere within the web.Leave 1/8"of web(minimum)at top and bottom of hole. of web with 3/8"lag boll 400/630 N.A./N.A. 1-3/4" 5/8"x 2-5/16"min 2-1/2" V x 2-5/16"minimum Knockouts are located in web at approximately 12"on-center;they do not affect hole single TJI 1/2"lag bolt 475/750 1 325/N.A. When specified on the layout,one or more of placement. joist -Allowable load determined in accordance with AC 124. 2-11161113/4"x 2-5/16"min 3-1/2" 2x4 - For simple an Y minimum uniform) loaded joists meeting the requirements of current Trus Joist product ides,one j H3 O pg a three bracing options shown ILmustll be WP P ( ) v i s q P Ij Hl G .Corrosion-resistant fasteners required for wet-service maximum size round hole may be located at the center of the joist span provided no other holes occur in the joist. applications. Installed (D - 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. ALLOWABLE HOLES - Beams and Headers BEAM and COLUMN DETAILS O U BEARING FOR DOOR OR BEAM TO BEAM BEARING AT CONCRETE 2x diameter of the largest hole(minimum) a a U BEARING AT WALL WINDOW HEADER CONNECTION WALL a E_ �i Joist Framing 1/3depth O Allowed hole Trus Joist rim board zoine �fp� Strap per code if o 0 1/3 depth o o V/ P P in the center ofbeam. or blocking for top plate is not anal Cut only round holes and only Blocking lateral support continuous over 1/3 span Allowed hole zone 1/3 span P Safety racing x header EI minimum) extended o a braced end nd ROUND HOLE CHART R 000 BEAM DEPTH MAXIMUM ROUND wall. HOLE SIZE Silent Floor joist framin4m318" 1. g does not require bridging Fasten at each ach joist with - For uniformly loaded beams only. 5-11/2" 1 3/4" 0 8d(2-1/2")nails minimum or mid-span blocking (see WARNING). - Rectangular holes are not allowed. 7-1/4"to 20" 2" - No holes in cantilevers. See Illustration for Allowed Hole zone Top flange ' hanger - No holes in headers or beams in plank orientation. Parallam®PSL or Face mlount H2 hangerbeyond inside face of DO NOT bevel cut Jost Al Rim board joint TimberStrand® L3 See current Trus Joist literature for framing 94vlith concrete A3 tect untreated wood from direct contact wall. E2 between joists TJI JOIST ATTACHMENT at BEARING Ll LSL Column O TJI Joist to Bearing Plate Squash Blocks to TJI Joist(Load connectors Trus Joist rim board bearing wall above) One 10d(3")box CONNECTION OF MULTIPLE PIECES OF Seat cutrmust be within nail into each Flange N i + wall. One 8d(2-1/2") C) O box nail each r7 OJ U BEARING AT COLUMN TOP-LOADED\I BEAMS(1) X V TJI rim joist C5 side.Drive nails 1-3/4"Width Pieces: J at an angle at Minimum of 3 rows lOd(3"x 0.128")nails at 12"o.c. Trus Joist least 1-1/2"from PM � M L3 end. 1-3/4"minimum bearing O rim board at end support;3-1/2" 0 r I x O� U Minimum of 4 rows 10d 3"x 0.128")nails at ELEVATED COLUMN minimum at intermediate �+, w Verify Parallam PSL or ( TimberStrand LSL in 12"o.c.for 14"and deeper beams BEAM ON COLUIMN COLUMN BASE BASE L1 'C y Shear transfer.•Connections equivalent to it 0) � c, column If using 12d(3-1/4")or larger nails,the CAP Bl HI Aoorpanelnailingschedu/e o 00 capacity and beam number of nailing rows may be reduced Optional P" U bearing length. by one. non-shrink B2 Rim to TJI Joist .� 4 m See current grout Trus Joist rim board or Trus 101St 1-3/4"wide TJI rim � (J m 3-1/2 Width Pieces: aJ literature. r 1 2"bolts 63 joistone 10d(3")box +� Minimum of 2 rows / O 3-1/2"wide T11 rim nail into each flange TJI floor at 24"o.c.staggered (1j Load must be applied evenly across entire j)box a nail with 10 O 2-1/16"-2-5/16"wide (3")box nails,one each joist N O W TJI rim joistOne 16d side of TJI joist flange beam width.Otherwise,use connections for side-loaded beams. O Butting Use 81 or B2 at (34/2")box nail into each Additional nailing or bo/ting may be required with 64 Joists L5 L6 Refer Pl P2 p3 O termediate bearings Flange O O \ 3-1/2"wide side-loaded multiple-member beams Rer to current with blocking O panels i load bearing or shear TJI rim joist Top View product literature. End of joists at centerline wall from above of support Braced end wall W BEAM ATTACHMENT at BEARING FASTENING Of FLOOR PANELS see note 3 under Trus Joist rim board Closest On-Center Spacing per Row Hl WARNING Nall Size TJI Trus Joist rim board TimberStrand LSL 14/2"or wider Microllam LVL Parallam PSL One 10deach (sid bof ox 110 and 210 230,360 and 560 1" 1-1/2" nail each side in V • member at bearing, 0 1-1/2"minimum from end 8d (2-1/2")box 2-1/2" 2" 6" 4" • Sd(2-1/2")common 3-1/2" 2" 6" 4" 3" 3" 3" lOd(3"),12d(3-1/4")box 3^ 2" 6" 4" INSTALLATION TIPS Drive nails at an Seefram/ngplan(Ifapp/icab/e)or Framer's Pocket L4 angle to minimize Gude for minimum end and/nterrriedlate bearing lOd(3"),12d(3-1/4")commo 4-1/2" 3" 6" 4" 4" 4" 4" subfloor adhesive will improve floor performance,but xterlor Deck splitting of plate lengths. E. 16d(3-1/2")common N.A. 4" 16" 6"m 6-0) 8" 6" may not be required. LA When joists are doubled at non-load bearing parallel O ttaehment (1J Can be reduced to 4"on-center with maximum nai/penetration of 1-"'into the narrow edge, pprtitions,space joists apart the width of the wall Structural ��11 ommended nailing 12"on-center in Feld and 6on-center along for plumbing joist HVAC. O sheathing Rea `4 g i " g Additional joist at plumbing drop(see detail). sheathing edge.Nailing requirements on engineered drawings supersede O DO NOT use sawn/umber reypmmendations. O for rim board or blocking. Nailing rows must be offset at least 1/2"and staggered. - O Sawn mayrhdnk ageerr Installation. WARNING 14 ga.staples may be substituted for 8d(2-1/2")nails if minimum penetration O nstV Protect of 1" into the TJI joist or rim board is achieved. O See ALLOWABLE Joists are unstable until braced lateral) ra ar untreated wood HOLES 47Y W from direct o Farthest On-Center Bracing Includas enter Spacing per Row contact with -Blocking Maximum spacing of nails is: concrete n g -Sheathing For joist widths 1-3/4"or less: 18"on-center -Hangers -Rim Board For joist widths greater than 1-3/4": 24"on-center DO NOT a//ow workers to walk on .Stmt Lines .Rim Joist DO NOT stack building materials joists on unsheathed joists Stack only until braced. over beams or walls. FILLER and BACKER BLOCK SIZES Shifted joist dditional join ® /NJURYMAY RESULT. TJI Flange Widths 1-3/4" 2-1/16" 2-5/16" 3-1/2" Plumbing drop Bearing plate to WARNING NOTES.• be flush with inside A Weyer aeuser Business 9-1/2"or 9-1/2"or 14"or 9-1/2"or 14"or 18"or 11-7/B" 14"or ta"or face of wall or Lack of concern for proper bracing during construction can result in serious accidents. Under normal conditions if the Depth 14" 11.7/8" 16" 11-7/B" 16" 20" 16" 20" Squash blocks and blocking panels carry stacked 11-7/8" beam x 2x12+1/z" vertical loads(details Bl and 82).Packing out the following guidelines are observed,accidents will be avoided. Filler Block* Two Two Two web of a TJl'oist with web stiffeners is nota 2x6 2x8 3/8" 3/8" 1/2" 1/2" sheathing 1 ( ) ' �. 1.All blocking,hanger,rim boards and rim joists at the end supports of the TJI joists must be completely installed and properly nailed. (Detail H2) sheathingsheathingsheathingsheathing 2x6 2x8 2x12 substitute for squash blocks or blocking panels. 1 2.Lateral strength,like a braced end wall or an existing deck,must be established at the ends of the bay.This can also be Cantilever Filler 2x6 2x10 2x6+3/8" 2x10+3/8" 2x6+1/2" 2x10+1/2" accomplished b a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. P Y Po N P ( g) 1 Y (Detail E4) 4'-0" 6-0" sheathing sheathing sheathing sheathing applicable Not applicable 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 �•,;',;�„.'�� ��l`�` DRAWN: MH/MS ion Ion 4'-0"long 6'-0"long 4'-0"IOng 6'-0"long bracing,buckling sideways or rollover is highly probable under light construction loads-like a worker or one layer of unnailed sheathing. x g g g g v g v P g Y g SCALE: 1/4"=V-0" 4.Sheathing must be totally attached to each TJI joist before additional loads can be placed on the system. =A '"' :a J 5 Backer Block* F ; 5/8"or 3/4"or JOB#: (Detail Fl 3/4" 7/8" 1"Net 2x6 2x8 2x12 or H2) 5.Ends of cantilevers require safety bracing on both the top and bottom Flanges. " 013 /fnecesrary,increase fi/ler and backer block height for face mount hangers.Maintain 1/8"gap at top ofjoirt see detail W.Fi/ler and backer block/enghs should 6.The flanges must remain straight within a tolerance of 1/2"from true alignment. acmmkxtatere uirednei/in without r/1H/ng(12"minimum forbacker ( Guide, which should be referenced for additional information. -� -� August T U P This sheet is intended as a supplement to the Trus Joist Framers Pocket Gu , ...,, SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY RCHII TECT 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- 14 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JJOB 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: 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 CLIMATIC&GEOGRAPHIC DESIGN CRITERIA • CRIPPLE STUD RAFTER 1 GROUNDWIND SEISMIC FROST WINTER ICESHIELD FLOOD LEDGER SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS HEADER LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED RIDGE MODERATE SLIGHT TO 45 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE - Z RAFTER JACK STUDS � M RAFTER-TO-LEDGER CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION DECK AND COVERED PORCH NOTES: APPLICATION 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. RIDGE:-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APP 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 galvanized or stainless steel. STAIR RAILING ROOF LSTA24 1-1/41"x24"20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 L5210 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 an nuts. rT� Girders on concrete piers shall be anchored with proper steel connectors anchored F-�1 into concrete with a minimum 1/2"dia x 7" long anchor bolt with washers and nuts. a 1-1/2"SPACE MINIMUM 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete O A footing. Use a minimum 1/2"dia x 7"longanchor bolt with washers and nuts. Footings Shall be 3 ft. below grade. RAFTER HANDRAILS 4). Deck joists to have blocking at 8'0 o.c.. ^^ Z RAFTEER 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing W U and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts at 16"o.c. O POST 6).Concrete piers shall be a minimum 6"above grade. a Z TOP PLATE O TOP PLATE 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored � U to girder(s). BALUSTERS RIM/DECK JOIST a 0 WALL STUD WALL STUD 0 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. OPEN BALUSTER ATTACHED TO WALL 9). Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal for any contact with ACQ. RAFTER TO PLATE/STUD CONNECTION HANDRAIL CONNECTION RAFTER TO(PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH LOCATION USP NUIw1BER DESCRIPTION APPLICATION CONNECT EACH OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECTION NAILING SCHEDULE CONNECT TO RAFTER TO PLATE POST-TO-DECK SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2" IN 4"-6" RAFTER RT101 10-3/4"x 18ga.TYDOWN ANCHOR EACH RAFTER CONNECT OVER USE MIN. (2) 1/2 DIA. GALV. BOLTS WITH WASHERS AND NUTS CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR ROOF SHEATHING: ONNECT TO PLATES TO EACH STUD PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12" RAFTER RT20) 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING STRUCTURAL PANEL 8d AS PER TABLE 3.8 WFCM-SBC 4"MAX. 4"DIA.MAXIMUM GIRDER/HEADER ROOF FRAMING: GIRDE HEADER NAIL NAIL I�O O ;.a U R/ o JOINT DESCRIPTION NOTES M'+'1 '_4 a U QTY. SPACING 0 0 o RAFTER TO 8'WALL: 3-8d COMMONEACH TOE-NAIL Z JOIST POST/COLUMN o TOP PLATE 10'WALL: 4-8d COMMO RAFTER N 0 POST/COLUMN CEILING JOIST 8'WALL: 3 8d COMMON EACH TOE-NAIL M p ,4 M TO TOP PLATE 10 WALL:4-8d COMMOIs JOIST 00 CEILING JOIST TO AS PER TABLE 3.7 EACH FACE °O PARALLEL RAFTER WFCM-SBC LAP NAIL GIRDER/HEADER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM-SBC LAP NAIL POST-TO-GIRDER/HEADER CONNECTION COLLAR TIE AS PER TABLE 3.4 EACH FACE LOCATION USP NUMBER DESCRIPTION APPLICATION TO RAFTER WFCM-SBC END NAIL 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN BLOCKING 2-8d COMMON EACH TOE TO RAFTER END NAIL DECK/PORCH RAILING SPLICED JOIISTS OVER HEADER/GIRDER 6x6 SOLID COLUMN PB566/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER C(ONNECTION LOCATION U}SP NUMBER USE MIN. (2) 1/2" DIA.GALV. 'BOLTS WITH WASHERS AND NUTS DESCRIPTION APPLICATION HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN RIM BOARD 2 16d COMMON EACH END TO RAFTER END NAIL JOIST TO GIRDER/HEADERRT10 TYDOWN ANCHOR CONNECT TO EACH JOIST 0 N � CU O v STU WALL FRAMING: ® NAIL NAIL x o o BEARING PLATE JOINT DESCRIPTION NOTES @ m GIRDER QTY. SPACING w • 2 -16d COMMO FACE NAIL t0 TOP PLATE TO PER CU oo °1 0 TOP PLATE FOOT 0TOP PLATES AT JOINTS FACE Cd U 4 " ••>" r INTERSECTIONS 4-16d COMMO EA. SIDE NAIL o WOOD JOIST STUD TO 24" FACE U m •,> STUD 2 -16d COMMO O.C. NAIL00 a CONCRETE PIER LEDGER GIRDER/HEADER I I HEADER TO 16"O.C. FACE N 0 °J o .,•iwY, 16d COMMON 14 W WOOD JOIST HEADER ALONG EDGES NAIL WOOD JOIST ` TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END • ' PLATE TO STUD 3 16d COMMO PER 2x6 STUD NAIL BOTTOM PLATE TO: PER DOUBLE 2x FLOOR JOIST, BAND JOIST, 2-16d COMMO FOOT FACE NAIL FLUSH JOIS-TS WITH HEADER/GIRDER I (MINIMUM) END JOIST OR BLOCKING cn CEILING JOIST TO BLDG.CONNECTION ALL JOISTS CONNECTEED TO A FLUSH HEADER TO BE SUPPORTED WITH I 1 FOR HEADER HEADER/GIRDER-TO-POST C:ONNECTION W THIE PROPER STEEL CONNECTOR. I I OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION TED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS X. 1 4" HIGHER THAN LVL HEADERS I ~ LEDGER TO BE CONNEC IF ABLE,SET FIR JOUSTS APRO / 11`0 ALLOW FOR SHRINKAGE. ROD I (2) BEAMS PAU44 OR WE44 POSST/BEAM ANCHOR APPLY TO EACH PIE REQUIRED I 1 (3) BEAMS PAU66 OR WE66 POSST/BEAM ANCHOR APPLY TO EACH PIE O l cn FOR STUEn DECK FRAMING: < FLASHING TUCKED UNDER I I JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING N TOP PIECE OF SIDING AND JOIST TO: PER TOE LAPPED OVER FIRST CONTIN. THREADED ROD TOP PLATE OR GIRDER 4-8d COMMO JOIST NAIL �., SILL, Q, BRIDGING EACH TOE PIECE OF SIDING BELOW CNW COUPLER NUT TO JOIST 2 -8d COMMON END NAIL 1/2"DIA. LAG BOLTS W/WASHERS POST BLOCKING 2-8d COMMON EACH TOE U CONNECTED TO BLDG. @16"OC MINIMUM TO JOIST END NAIL WOOD JOIST END DISTANCE SILLSLOCKING TO: 3 -16d COMMOIS EACH TOE OR TOP BOK NAIL x ER BLOCKING ,_.. MINIM M • s°.. • A LED O BEAM OST NAIL 3 -16d COMMOIN EACH FACE FLOOR FRAMING •O •• END ANCE 12"x12"x12" y y A 3-8d COMMON JOIST ON LEDGER PER TOE 2x JOISTS '• . .o .•g:'• CONCRETE FOOTING I A TO BEAM JOIST NAIL V „ V „ BAND JOIST PER END 3 -16d COMMO ;i' '•' WOOD GIRDER �' W • „ TO JOIST JOIST NAIL *,.;' BLOCKING FOR JOIST HANGER BAND JOIST TO: PER LAG BOLTS •p p HOLLOW COLUMN UPLIFT 2-16d COMMO TOE NAIL SILL OR TOP PLATE FOOT „;a �,%3:, a SIMPSON STRONG TIE MODEL STRRI/2 RIM JOIST/BD. ° ' DECK POST FTG.CONNECTION Oe SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFACTURE'S RECOMENDATIONS DRAWN: MH/MS LOCATION USP NUMBER D)ESC UPTION APPLICATION d N �^, BLOQCKING BETWEEN JOISTS THAT ARE SPICED AND yr..,,�,~;��m� �' SCALE: 1/4"=1'-0" tTll . PROVIDE U(C WITH TWE N J OWN ANCHORS 4X4 POST PAU44 OR WE44 POST)/ ANCHOR APPLY TO EACH FOOTING ' -- JOB#: RTIO6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING F4 PORCH LEDGER CONNECTION � `�'. �� -, � August 28,2013 DECK/ SHEET NUMBER: ,� - A- 15 • HE 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 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCIHITECT OF ANY DISCREPANCIES BETWEEN T ,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 O PRIOR TO RECEIVING FINAL PAYMENT FROM MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AIT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE NYS CODE: 2010 EDITION PLAN CONTENTS: CJENERAL NOTES ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1). RIDGE-TO-RAFTER ASSEMBLY: 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar the is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING BUILDING HEIGHT (SEE PLANS) CONSTRUCTION NOTES: in each end of tlhe collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL TO TOP PLATE 10'WALL: 4-8d COMMON JOIST for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below, rafters DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE CURRENT SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs abovre and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10 These codes are to be considered as part of the specifications for this building and accordance with) table 3.3b. When wall studs above do not fall in line with studs below, the should be adhered to even if in variance with the plan. studs shall be amached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE DESIGN LOAD CALCULATIONS ATTICS w/ STORAGE 20 accordance with trable 3.3. TO RAFTER END NAIL ROOF (GROUND SNOW LOAD) 20 2 - 16d COMMON 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). 4). WALL ASSEME3LY TO FOUNDATION: TO RAFTER END NAIL First wall studs s'ihall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steell straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and !slab-on-grade, 15 inches in masonry block foundations, or lapped under JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200 W 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 QTY. SPACING EXPOSURE CATAGORY (DESIGNED FOR CAT.C) precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt � q TOP PLATE TO PER FACE NAIL specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, 2 - 16d COMMONLOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION P P P P 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 O Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE ►�+ Z 5) 4 - 16d COMMON INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE Q O 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE U or exceeds manufacture's specifications and applicable codes. Type I exterior sihear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMON w U STUD O.C. NAIL Sym.: � � attached with 81d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION P4 7 . The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsur n wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16" O.C. FACE SEE FLOOR PLANS Q H HEADER 16d COMMON ALONG EDGES NAIL SMOKE &CO2 DETECTORS shelving, ant closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified 0 such as bookcases, sh g, p ry, TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION Q 0 in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END U PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 8). Wind load requirements shall be taken into account during construction. 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: a FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FOOT SEE NOTE: 12 length adjustmenit factors in table 3.16. END JOIST OR BLOCKING , 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHHEARWALL CONNECTIONS: FLOOR FRAMING: Allowable sideall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED wv 2). All footings to rest on undisturbed (virgin) soil. interior shearwa�lls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES MODERATE SLIGHT TO - QTY. SPACING 20 LBS. 120 6 SEVERE 3 FT. 11 NONE 2.4.4.2 and 2.2.41 respectively. 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: 4 - 8d COMMOPER TOE TC) HEAVY MODERATE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER N 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). An new concrete walls being attached to existing concrete structure shall 2 - 8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE Any g g with table 3.5. 'Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5. BLOCKING 2 - 8d COMMON EACH TOE 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 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 TO JOIST END NAIL poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL.CEILING ASSEMBLY: o Where a ridge its to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1 ( BOTH FIELDS) to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with g SILL OR TOP PLATE 3 - 16d COMMON' BLOCK NAIL NOTE: 2 FOR PANEL FIELD anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge 6 maximum lifts (layers). 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 I-0� O 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with th(e above requirements. TO BEAM 3 16d COMMON JOIST NAIL 1�-�-I a a U 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES H NOTES: JOIST ON LEDGER 3 _ gd COMMON PER TOE a DECK AND COVERED PORCH M JOIST NAIL D TO BEA THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N � � H 7). Dampproof exterior of foundation with bituminous coating as required by current 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 '.43 - 16d COMMON All fasteners, haln ers and anchors to be galvinized or stainless steel. TO JOIST JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, .--i � a the below grade portion of exterior walls prior to backfilling. g BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 00 2 . Girders for deck joists to be bolted to each post with washers and nuts. SILL OR TOP PLATE 2 - 16d COMMO FOOT SEE NOTE: 1 8). Drainage as required by current N.Y.S. Residential Construction Code. Girders on concrete,piers shall be anchored with proper steel connectors anchored FRAMING NOTES P P P 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. into concrete wiith a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOE HE HI N For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. JOINT DESCRIPTION NAIL NAIL 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For Edition Wood Framing Construction Manual. Use a minimum) 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 . ft below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be#2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS' Douglas Fir. 4). Deck joists tco have blocking at 8'0 o.c.. CEILING SHEATH 1 N G: 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 noted 5). A minimum of 10 inch flashingshall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS 1N THE PANEL FIELD N E g g JOINT DESCRIPTION QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) m m ° otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts 4' EDGE ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD x U where needed. GYPSUM 7" O.C. EDGE otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. Sd COOLERS INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 �° °` ° - 4). Unless o g WALLBOARD 10 O.C . FIELD Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6)• Concrete piers shall be a minimum 6" above grade. O `-' x o openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL S H EATH I N G: NOTES - w U LO u openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7)• All joists to be supported with hangers and anchors. Each Joist shall also be anchored NAIL NAIL openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO 1F MENTIONED IN SCHEDULE NOTES ONLY. QTY. SPACING .5 CZ U and blocking where applicable. STRUCTURAL AS PER TABLE 3.9 1). For wall sheathingwithin 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. 8d COMMON ) � 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 6d COMMON 3" O.C. EDGE a, All water Sul I drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with � w � 6). Double up floor foists under walls that run parallel to the floor joist and under bathtub!. 1)• PP y� g g GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. WALLBOARD 5d COOLERS 10" O.C . FIELD on plans. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/or 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: NOTE: other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, ) P JOINT DESCRIPTION NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY IW J41 running u roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING 8). Do g P state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. O where applicable unless otherwise noted. 1" OR LESS 8d COMMO 12" O.C. FIELD HVAC SYSTEM NOTES 9). Provide blocking/bridging in floor joists at 8'0 O.C.. Use solid blocking in floor joists 1).PROVIDE 5/8"TYPE-X SH AND A K FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. under all bearing walls. 1). Mechanicall subcontractor is responsible for adhearing to all applicable codes and safety3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. f=4 N requirements. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2"thick, 4-ply Fir equipment supplier. 1). Nailing requirements are based on wall sheathing as required by current NYS Resideptial Code-FIREBLOCKING REQUIRED CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. if wall sheathing Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher and to form an effective fire barrier between stories,and between a top story and the roof space. " ick T&G PTS Fir or Advantech plywood subfloor Fireblocking shall be provided in wood-frame construction in the following locations. '94 94 12). Unless otherwise noted use 3/4 thick p yw shear capacities, nailing requirements for structural adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: members shall be doubled, or alternate connectors, 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor-r 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 fireblocked at intervals not exceeding 10 feet.Batts blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 1). All electrical to be installed as per N.Y.S. Residential Construction Code. using parallel rows of studs or staggered studs. 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and 2). When wall sheathing is continuous over connected 2 All electrical work shall be approved b a qualified Underwriter. members,the tabulated number of nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building )• PP y q " sheetrock. All walls to be taped and finished. drop ceilings and cove ceilings. ` to have regular 1/2 s p to be reduced tol - 16d nail per foot. 3 . Install Smoke detectors and Carbon Monoxide detectors throughout as required by current 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces itch 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.'x` 14). All roof with a p ' approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of DRAWH N: M /MS flame and products of combustion. ' torch down type material over. �. •.: .,. SCALE: 1/4"=1'-0' 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. {� ,�� `��F� JOB Au #: 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to �. .. , x _ '"`;k ' tip gust 28 2013 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. ;r SHEET NUMBER: N A- 16 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 O PRIOR TO RECEIVING FINAL PAYMENT M REVISIONS: OUTDOOR LIGHTING----------- - — - --• •-------------------------------------------- --------------- -------------------------- --------------------------- •-- ------•---------- `\ -------------------------------------• •--------------------------- ---------------------------------------- - �- RISER LIGHTS bju 1 1 1 1 Q /" 1 1 / 1 1 ♦ 1 1 1 1 SCREENED-IN PORCH \ COVERED PORCH ' — - 1 V� 1 Q ¢ f_ J, LA I ` w W -------------------------------------` - ni Q 1 I I I I � J 1 I I , I R I -----, --------- ---------------------- I' ' ------ '------------- --------- ------ -- 'I ------ -------- ----- ---------- ----------- --- -------------- , ----- -----------, ------------ -- _ I. / Q (/�) 1 1 I I I I N I ' I I ' 1 ' 1 I , \,\ I �♦ , 1 , 1 1 I II I / / 1 , / \ \,` \\` \\`` ♦ ```\ , / , i ' .--_—d® Q ®.o— , I I I 1 .,f��'O` , ' II I -(��/1.c./ I I / ` ' 1 � / \ ,, \J J \ ♦� ,\ \ 1\ ' � I O O O O I � '� I � 1 I ' II 1 T 1 i 'O' O 1 LAUND Y _ BACK ROOM' �'0 0� I /� I \ i \ ` Svc (� , , I I ; / LIVING I,6OM I _ BEDROOM No. 1 BATH ---- -- -- - ---- -------- ------ ------ ---------- ------ -- - -'� HAL I ------------ -- ------------ ,,i i ----------- - -----------II I ----------}---- - — I �� No. 1 1 ` , '\ , , BAT ♦ � ',� � \ 1 „I R I DINING ROOM R \ I I \ a a U I ------nfmdt I ---------- ` `�� ♦\ ` � - - - - - - - - - - - - - - - - - - - - rl —- - - - - - - - - - - —Ilr — - - - - - - III ---------- C� a < \ II II � �♦ � - � _ --_ - _ •�_ - � /' I I I I I I — _ III I I � ; � �� � MAIN HALL WALK-IN R i r I� 00 CLOSET I 'GARAGE \ ------------------------ 7 —- - - - -- - - - - _ JII ' I UY ---- - --- LK-I \ CI 1 1 1 ICHANDFIlFr CD MUD(ROOM 0:0 ] \ -U—A \ , N / ; I PAN�RY I o o ----r----- --------- \ I - In �, '~ o ♦ / < `_./ \\`J / \ ♦ , I \ ' o o ---- ----- ---------- ' ' f0 GJ U O; l \ STUDY �° � o / - \ ENTRY \ \ I p r o I } I KITCHEN ' "` T _ _ 4 k w M 1 \ 0 00 rl LO ON 00 40 w _ l COWERED PORCH - -- --- 1 I L'_ 1 1 1 L 1 , \ 1 1 1 1 , , El 1 •-- •-- -- •-- N OUTDOOR LIGHTING RISER LIGHTS Q -- -------------- --- --- ---------- ----------- -- -- Cn S E PROJECT NORTH 1ST. FLOOR PLAN PROVIDE REMOTE CONTROL N SCALE: 1/4�� = 1' FOR ALL FANS :. 4 V .; ,* DRAWN: S MH/M SCALE: 1/4"=1'-0" JOB#: k August 28,2013 SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITEECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTIRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS " } E2 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JO)B 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: ♦ ri ♦ ♦ .♦ rT, W a ®. 4r \ 70- FF�- Q w w ♦ ,� ,, / / \ BAT0. a 1 ----- a O -0 BATH I { o O No. I u 1 ------ -------- ------ 0 \ \ O p `, �`'�♦ , / INSTALL SECURITY % ' , CAMERAS \ BEDROOM `� ♦ I LOCATIONS TOO �iBEDROOMBE No. 2 , / �}-� WIC { � { DETERMINED BY OWNERS ` � BEDROOM � ' 1 -------------------------- \ --- No ,/ No. 4 / LOFT ',\ \ WALK-IN I /' , CLOSET BATH , I • Gj '\No. 4 ' \ ' \ IL ---------------------- --------------- _ - - - I I WIC WIC - - - ♦ ♦ ♦ 1 1 �`,t ,;``;` / . � - - � , \ / , / � `\ � I I / - �' � -- - _ _ _ tip ' � • ; ; O O � � ♦ ff-GGG--"ii i o a U _H-ALIJ BEDROOM _ a (4f4J 1 '\ BEDROOM _ -0 �No. 6 N H ATTIC / J o \\ , \ No. 5 ---- Z \, ` c a — 0 �4 -� ----------- - - - - - ` - - \ ------------------------- ♦ � 1 - ' ♦`.�\ � �`, �`; � ,�•` � �`, LINEN -� -0 � --------_� ---- ----------o , ------ , --- �; -- ------- -------=------------- - BATH ---f ----------- ---------- -------- ---------- ---------- ----- - ` � - . ------ 1 , 10000111 No. 5 ♦ I� ♦ ,, ,� , ♦ 0 1/ ♦``,♦ ' `♦ `, ♦ ♦ ♦ Em ,` `♦ ', `` '' Vii % ` --------- 0 o w W S u E PROJECT NORTH ° 2ND. FLOOR PLAN PROVIDE IREMOTE CONTROL ALL WALK-IN CLOSETS TO HAVE PROVIDE CAMERAS IN LOFT N " - 1� FOR ALL FANS AUTO-ON SENSOR SWITCHES AND 2 BEDROOMS SCALE: 1/4 - N u „ .° DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: August 28,2013 SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITEECT 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 RESP MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JO)B 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 SHEET RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS E�3 ROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS.