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HomeMy WebLinkAbout31293-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31845 THIS CERTIFIES that the building NEW DWELLING Date: 09/25/06 Location of Property: 100 ED'S RD SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 78 Block 9 Lot 68 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 15, 2005 pursuant to which Building Permit No. 31293-Z dated JULY 19, 2005 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 SINGLE FAMILY DWELLING WITH ATTACHED GARAGE AS APPLIED FOR. The certificate is issued to JOHN & TIMOTHY MOGLIA (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-05-0072 03/29/06 ELECTRICAL CERTIFICATE NO. 104727C 02/02/06 PLUMBERS CERTIFICATION DATED 09/13/06 RUSSELL FISHER AuiKorized S2gnature Rev. 1/81 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 $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, 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 p % Date. �J o b New Construction: /1 Old or Pre-existing Building: /�— (chec one) Location of Property: � - (/7c vx , �Oc ` J ✓y�Hat U L;1S House No. // Street Hamlet Owner or Owners of Property: V v�� /y/ b s G / , �7 Suffolk County Tax Map No 1000, Section �7Y Block l / Lot Subdivision Filed Map. Lot: Permit No. Z Date of Permit. Applicant: U hW L Health Dept. Approval: i/ Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: Fee Submitted: $ Form No. 6 - TOWN OF SOUTHOLD BUILDING DEPARTMENT �, �7' 3 — `V 6L �J I 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 $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, 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 p % Date. �J o b New Construction: /1 Old or Pre-existing Building: /�— (chec one) Location of Property: � - (/7c vx , �Oc ` J ✓y�Hat U L;1S House No. // Street Hamlet Owner or Owners of Property: V v�� /y/ b s G / , �7 Suffolk County Tax Map No 1000, Section �7Y Block l / Lot Subdivision Filed Map. Lot: Permit No. Z Date of Permit. Applicant: U hW L Health Dept. Approval: i/ Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: Fee Submitted: $ FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31293 Z Date JULY 19, 2005 Permission is hereby granted to: CHARITIES MENTAL CATHOLIC 90 CHERRY LANE HICKSVILLE,NY 11801 for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 100 ED'S RD SOUTHOLD County Tax Map No. 473889 Section 078 Block 0009 Lot No. 068 pursuant to application dated JULY 15, 2005 and approved by the Building Inspector to expire on JANUARY 19, 2007. Fee $ 842. ORIGINAL Rev. 5/8/02 Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application 2/6/2006 375 Dunton Avenue 104727C East Patchogue, New York 11772 (631)286-6642 Issued To: Bay Breeze Assoc Street: 700 Eds Road Village: Southold Zip: 11971 Town: Southold Section: Block: Lot: Contractor: Nat's Electric (L) Lic. # 870-E Was examined and found to be in compliance with the National Electrical Code. ❑ Commercial ❑ NV Defects ❑ Pool X 1st Floor X IndoorX❑ Basement ❑ Hot Tub XI Residential ❑ Det. Garage C Attic Al 2nd Floor L1 Outdoor ❑ Addition ❑ Survey Switches Receptacles Fixtures GFI Heaters A/C Fans 30 46 30 5 2 1 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves 1/20 1 20 1 30 1 40 1/20 Furnace Oil Gas Circulators Smoke Detector Bell Transformer 1 X 3 6 1 Meter Amps Phase UG/OH Jacuzzi Television CO Detector 1 200 1 X / 2 Bldg. Permit: ismer equipment 1- 200 Amp Main Breaker Panel / 2- 30 Amp 4/C Disconnect / 2- 15 Amp Air Handler Hugo S. Surdi President Rough Inspection: 11123/2005 Inspector: John McMahon III Final Inspection: 02/02/2006 Inspector: John McMahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. Town Hall, 53095 Main Road P.O.. Box 1179 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Building Permit No. (3/0Z J Owner: Q (, h / 7 (P1 se print) Plumber: Rtl / F/Sc-4 e/( (Please print) lead. Fax (631) 765-9502 Telephone (631) 765-1502 Date:- J��r aOd ro I certify that the solder used in the water supply system contains less than 2/10 of I% (Plumbers Signature) Sworn to before me this _-:L)\ day of {fi =r 20 Gt-Q Carolyn Snyder Notary Public. State of New York No. 01 SN6101622 Qualified in Suffolk County My Commission Expires November 17, QCr31 Notary Public, '_-)L pWmay K County TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN&ATION [ ] FRAMING/ STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE `� INSPECTOR '`� 3iL�3� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND[ ]INS TION [ ] FRAMING/ STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE / �'� ��� INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [FOUNDATION IST [ [ ] FOUNDATION 2ND [ [ ] FRAMING/ STRAPPING[ [ ] FIREPLACE & CHIMNEY [ REMARKS: /A D k -t6-- r ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION DATE °2/ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [=INSULATION H PL G. [ ]FOUNDATION 2ND [ [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE o INSPECTOR 3j2 -g3- -j TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECT ON [ ] FOUNDATION 1 ST [-1 �ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE 1 5 INSPECTOR 7 Z/L HAROLD E. GEBHARD 363 NORTH WELLWOOD AVE. LINDENHURST, NY 11757 (631) 226-3708 FAX (631) 226-3088 ARCHITECT November 22, 2005 Town of Southold — Builaing Dept. P.O. Box 1179 Southold, NY 11971 RE: Residence on the corner of Ed's Road and Victoria Lane SCTivi+i i uii(:-i c-i:8-i.io — i ovvi-. ui :i uwulu Dear Building Dept.. Upon inspection of the above referenced residence, please accept this certification that the strapping was installed according to the approved plans and complies with New York State Code. If you should require any further assistance, please do not hesitate to contact this FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) y a — FOUNDATION (2ND) - - -- --- z 7 -c ROUGH FRAMING & oe- PLUMBING - - - -- R INSULATION PER N. Y. y _ -- - ---- _ STATE ENERGY CODE O FINAL ITIONAL 90MMENTS zi m � ro 4 - 70 tz R TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET-`; VILLAGE DIST. SUB. LOT =R OW ER N . r�� E p ACR. �z�e! SVA WUI.LtG04�f TYPE OF BUILDING RES. SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS 3 -7j6r `For ('3-`!¢ AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Acre Value Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland DEPTH (� ' House Plot BULKHEAD Total DOCK COLOR TRIM t - -I - M. Bldg. Extension I Extension Extension Foundation Bath Dinette Porch Basement Floors K. Porch Ext. Walls Interior Finish LR. Breezeway Fire Place Heat DR. Garage Type Roof Rooms 1st Floor BR. Patio Recreation Room Rooms 2nd Floor FIN. B O. B. Dormer Driveway Total TOWN OF86UTHOLD BUILDING DEPARTMENT TOWN HALL BUILDING PERMIT APPLICATION CHECKLIST SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ PERMIT NO. 20 - J/ 20, Disapproved 20 Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: Phone: APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date Z — /, , , 20 CJS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building codUlu ds, and to admit authorized inspectors on premises and in building for necessary inspections. (signature of appy nt or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises 9 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 Is Other Trade's License N 1. Location of land on which proposed work will be done: e- ds 41C a d F V, (%K r a Lia House Number Street Hamlet County Tax Map No. 1000 Section +% Block CF ,,, Lot Subdivision_ l'�q ewi e -(.d Filed Map No. Lot (Name) _--_. 2. State existing use and occupancy of premises and intended use a. Existing use and occupancy ra ( -a /f b. Intended use and occupancy reS-Wea 3. Nature of work (check which applicable): New Repair Removal Demolition 4. Estimated Cost 5. If dwelling, number of dwelling units If garage, number of cars Fee occupancy of proposed construction: O(J Other Work (Description) (To be paid on filing this application) Number of dwelling units on each 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 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 z7Z6' Depth Height Number of Stories oc 9. Size of lot: Front //n Rear //0 Depth /!off 10. Date of Purchase d.S Name of Former Owner r . Lh c /2 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V"- 13. Will lot be re -graded? YES NO o 14. Names of Owner o Name of Architect Will excess fill be removed from premises? YES NO U� No /%� 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 BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OFSI'0Q. U )� A 0 r Z /R being duly sworn, deposes and says that (s)he is the applicant (Name of individual siVing contract) above named, (S)He is the 0W/V t -- Agent, Agent, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. 11 Swo)y.,o before me this jjLt�s day of jjj1A4 20_M_ l Nota lic MELANIE DOROSIO NOTARY PU OtIC State of eW York No.Qualified In Suffolk Cou' ;,i�l _ Commission Expires September 30�i3f✓ Town Of Southold P.O Box 1179 Southold, NY 11971 ***RECEIPT*** Date: 07/15/05 Transaction(s): Reference Subtotal 1 1 Septic Permit - Construct - Resid. 3491 $10.00 Cash Total Paid: $10.00 Name: Moglin, John 10 Poplar St. Sayville, NY 11782 Clerk ID: FRAN Internal ID: 3491 BUILDING PERMIT EXAMINER CHECKLIST APPLICANT: 60r &,V3-zC r4sxIA77F5 DATE REVIEWED: —,Y//Cl /05 DATE SUBMITTED: :�//5 /OS SCTM# DISTRICT: 1,000, SECTION: , BLOCK: ? , LOT: '(F SUBDNISION: . ADDRESS: ioo 5 CITY: Q ,..�+%� ZONING DISTRICT: BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N - BP BP -Z / C/0 Z- , INFO____,,,--' BP_ CONFORMING? _-Z / C/0 Z- , INFO -Z / C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION -REQUIRED NOTES: LOTS 40,000SF -100-24. Lot recognition.(CREATED before June 30, 1983), UNDERSIZED LOTS FROM JAN.1997 100-25. Merger.(A nonconforming at any time after 7/1/8. REQ. LOT SIZE: ACT. LOT SIZE:, ,oc. e REQ. LOT COV. o ACT. LOT COV.' REQ. FRONT -3.)-PROP. FRONT REQ SIDE f 2 ACT. SIDE REQ. REAR �� PROP. REAR „� REQ. IGHT PROP. HEIGHT PROJECT DESCRIPTION: A s - ESTIMATED PROJECT COST:�� U A&AMM —7/ENGINEER: Cpm, WATER FRONT? �L DESCRIPTION: PANEL # FLOOD ZONE:.% BULKHEAD? ✓ DISTANCE? �p APPROVALS REQUIRED SUFFOLK COUNTY HE TfI DEPT•S r NO, (BED #): DTE:// '®PERMIT #: �'�a'or• O° �' TOWN SEPTIC RECEIP . r N SEPTIC CER FICATION: Y or N ✓/ NEW YORK STATE DEC: PRE -DEC 9/1/75 YES o DTE: //_ PERMIT #; SOUTHOLD TOWN TRUSTEES: YES - DTE _/ / PERMIT #: TOWN ZONING BOARD APPROVAL: YES DTE: PERMIT #: TOWN PLAN. BOARD APPROVAL: YES o DTE_ //_ PERMIT #: TOWN HISTORICAL PRE (SPLIA): YES o NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2)�S r NO NOTES: FEE STRUCTURE: FOUNDATION: �AC SF FIRST FLOOR: / S SF SECOND FLOOR: X- SF OTHER: SF INIT OTHER TOTAL TOTAL: > > '' SF FEE FEE FEES 1. SF)- ASF)= cP 3 b t SF X $ d =$&�Zf +$ iSZ0 +$ =$ Z. ( SF)- SF)= SFX $ =$ +$ +$ =$ 3.( SF)- SF)= SFX $ =$ +$ +$ _ $ FINAL TOTAL: $ FLO NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC%GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design Category: B Weathering: Severe Frost Depth: 3V Termite: M -H Decay: S -M Design Temp: 11 Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WAL-L STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N DEAD: Y/N SNOW: Y/N SEISMIC: Y/N WIND: Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALLS: Y/N -TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) Permit Number RFScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheck Sofware Version 3.6 Release la Data filename: C:\Program Files\Check\REScheck\M0GLiA3.rck PROJECT TITLE: MOGLIA RESIDENCE COUNTY: Sutblk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non -Electric WINDOW / WALL RATIO: 0.14 DATE: 07/12/05 DATE OF PLANS: 7-11-005 PROJECT DESCRIPTION; TWO STORY RESIDENCE DES IGNER/CONTRACTOR: HAROLD GEBHARD COMPLIANCE: Passes Maximum UA = 310 Your Home UA = 288 7.1% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or Door PgamctR-Value R -Value U -Factor Ceiling 1: Flat Ceiling or Scissor Truss 1054 38.0 0.0 32 Wall 1: Wood Frame, 16" o.c. 1772 13.0 0.0 125 Window 1: Wood Frame:Dou le Pane 246 0.330 81 Floor 1: All -Wood Joist/fruOver Unconditioned Space 1054 19.0 0.0 50 COMPLIANCE STATE The proposed building represented in this document is consistent with the building plans, specifcatioms, and calculations submitted with this permit application. The proposed systems have been designed to meet the &eF rgy Conservation Construction Code requirements. When a Registered Design Professional has I$ age, they are attesting that to the best ofhis/her knowledge, belief and professional ju fcations are in compliance with this Code. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUCTION FOR A \ SMGLE FAMILY RESIDENCE ON Vy F'dOA:Nlt: tP. Z FOR MAXIMUM OF �A BEDROOMS EXPIRES THREE YEARS FROM DATE OF APP Gs fs v , wgTFR „5261 ° ° • ° •' 60 a 40„ (p* EST HOE F �yll v ONS' BOG@ VC • kgTFRO tee.. e /H'S""' eJ griOqT T / 4v LQP � •CSO /^� / 2 .. 56.9 04. N " O� 66. O? 401 W a VS fs 00, Rp SZ.J 11o• �4�. �y� G \klo, a oi� wi,1,C i fy� / �O 50S fiJ F 110 On USES PUBLIC WATER N/0/F MICHAEL L. REUTER & LORRAINE REUTER ',T,- 04f PG@�7C m,C WgTf/P SURVEY S TOFEPPROP 'r AT BAYVIEW ry Y 12 15' L' TOWN OF SOUTH6. SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-78-09-68 SCALE 1 "=30' APRIL 21, 2005 AREA = 18,260.00 sq. ft. 0.419 ac. NO1.T ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 50.0 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP 3. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. 2 POOLS: 6' DEEP, 8' die. PROPOSED EXPANSION POOL ® PROPOSED LEACHING POOL ® PROPOSED SEPTIC TANK 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. TEST HOLE DATA (TEST HOLE DUG BY McDONALD GEOSCIENCE ON MARCH 23, 2005) D' D.AK BROWN lIIW OL • A • IXiDWN LLT W IT CERTIFIED T0: JOHN MOCLIA FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK IMWiMong➢ ro IL6 A ar F T16 SIWKY N n NDUl41 9ECIXII >TW tf IME NEM IDIS( SinTE FpIdTpM tom. cavEs a TME IIIP Im BFIDXC TME u10 PIED eF�l a M K A >rk aMru Nm t Owsotlrm K n vMn TRIS torr. CEWRI MS IIDIDtTlD IOEAx 9 NIM OILY TO W PMW Fat ttMON TIE 9C N FWNWED. Me ON m town m M Imc cONPFNr, IXNONORIL IOEIX.Y Mo LDns XR•tDIl11oN Lmlm IE7IDON Mo ro TIE MXiDIQl a TIE inns ECTI- mIIDN. tXRIWIf/,TIONs ME NDI ttweFTlwetc TME EXISTENCE OF NIGHT OP WAYS MID/OR EASOla/T5 OP RECDIID, E ANI', NOT SNOWN AAE NOT WAA WED. GSFS UBS '1'C �,rFR i 0�� ' N -4% v V (PU� S6 TES HOLE 31. / N 60 0? 4O � 4" 77 ,rfR O r J F � 4'A,� S RFfr a . Ate• :. Ail . 77 ^� o 00- use V CTC �4rFR a n 4 G im o( O� /*n } �ci Gw5 h�q: 70• 04 y�y A^0 Ga� �q3 N USES PUBLIC WATER MICHAEL L. REUTER & LOIUWNE REUTER SURVEY OF PROPERTY SITUATED AT BAYVIEW TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-78-09-68 SCALE 1"=30' APRIL 21, 2005 JULY 14, 2005 REVISED PROPOSED HOUSE AREA = 18,260.00 sq. ft. 0.419 ac. NOTES; 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 34.P 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. 1 TANK; 8' LONG, 4'-3' WIDE, W-70 DEEP 3. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. 2 POOLS; 6' DEEP, 8' db. PROPOSED EXPANSION POOL ® PROPOSED LEACHING POOL ® PROPOSED SEPTIC TANK 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. TEST HOLE DATA (TEST HOLE DUG BY McDOM,0 GEOSCIENCE ON M1RCH 23, 2005) CERTIFIED TO: JOHN MOGLIA FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK aw BROW LOW OL r 4, Mom SILT W 25' PAU 01a FINE ro IE" SAID SP WAIER N PIIS KNOW ro 1ea11A1 sAro so u■u51a® ALTF1e1R■ a .Baso. !L'RR IW INF e111eRY ■ A YaAIW E //� E 118 1!V \YR SfAIE fOYG■WII 1AI1. �°fim s�WA�i1"W` O■ ro E A EIIL lW111Or E alA■IXI■D A VMD IRE DOPY. OFRlgaglf eIGOm •WL RAV ORY ro lllF Pp■al rO11 S1EF ■ F1pl.o. sppa�lEpp� nE 1Op�YNA1LRl11 lR� M1��AID Yo 118 Aim ar 11E tW■e■ WWL- Nldl. fdalMGllo16 AE Ber T1111dFJOaW THE OOWMI E OF MGM OF WAYS AID/OR E=gffS aF 1MJ F AMT, For 511WAW ASE r1Or OIIAIAIIFID. n...a. u . Me. 4I6O6 O� 4-"U, ro(/ "V 4� 44'-"e% a . 7h —144 �-• 9TRffrJ� N/O/F MICHAEL L. REUTER & LORRAINE REUTER 31'a-�3 SURVEY OF PROPERTY SITUATED AT BAYVIEW TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-78-09-68 SCALE 1"=30' APRIL 21, 2005 JULY 14, 2005 REVISED PROPOSED HOUSE AUGUST 29, 2005 FOUNDATION LOCATION AREA = 18,260.00 sq. ft. 0.419 cc. CERTIFIED T0: JOHN MOGLIA FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK L-0 r 2 2005 L _� u.W+ITHOwan AI5AATgN OR .DanoH ro 116 SIxMY s AW N SEf:110N 7909 O TIE NEW 1A!( STAIE EDUfATOH 1M. COPE OF T16 SW1Fv WP N7 BEVDIG 111E IND SU6EYOWS N® STAL NI OND® LLL 91Y1. NOT SE cwDODIm ro ME A w TRUE COWT. (ZIT 61GT1016 odmakm 161OM l RUN 061LY�M AND ON I R o TSD ARE LENCG w5m lam LI N WK ANO M" NSIRURON 1ROED 1.]IWN ND m T . am¢s or TIE lNOT D6T- vnRW. cDTHWlu9101rs A2 NOT TRVIlFIMRUE. THE ERISTENCC OF RNWDT OE wA AMD/OR EAYIiNTS OF RE009 n ■ AMY, NOT SHOWN ARE NOT OUARAMTEEO. OF I; co 0 m A. Ingegno Surveyor TNI. &.I" - suD&WOw - sw Pb". - Cmwirw. Lap d PHONE (631)727-2060 Fax (631)727-1727 OFFM LOg7ED AT AOILIN0 ADDRESS 723 ROANONE Ahe" P.O. Box 1931 RKONEAD, Nn YM 11901 RrnNd, N.. Yak 11901-0965 4� • a u C� ,II MAR 2 0 2006 N 60.E/ 0240„ SGS'9N �F �L i y S 60, a F 0240.. E �f o STRe e a��MfhT eT� •e , a SFpTiC A� W \yam u' 1 � lI USES PUBLIC WATER' N/O/F MICHAEL L. REUTER & LORRAINE REUTER SURVEY OF PROPERTY SITUATED AT BAYVIEW TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-78-09-68 SCALE 1"=30' APRIL 21, 2005 JULY 14, 2005 REVISED PROPOSED HOUSE AUGUST 29, 2005 FOUNDATION LOCATION FEBRUARY 9, 2006 FINAL SURVEY AREA = 18,260.00 sq. f1. 0.419 ac. CERTIFIED T0: JOHN MOGLIA FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK uwun = ALTERATgN OR fnor TO TES SUN4Y S A N TON OF SECTION ]SOB W THE NEW YOM STATE EOKATpN uw. COPES OF THIS SUMEY WP NOT BFAItNG THE IAND SUNiYOWS .R® SEAL OR DA3MSFD 4AL SHILL NOT BE CONSgpIFD TO BE A V TRUE COPY. CORFRAT WOMT HEREON 9 MM OEY TO THE PERSON FOR WHOM THE BUMP S P AMED. 40 ON M$ BEIWF m THE TTIF ODMPN . WIEM1 x I491CI MO lJ1tlHG R4 MON IriTED HEREON. AMD TO THE AssBNEES OF THE ItwINO n TUM]N. CfRTIRCATaNS ARE NOT iRNISFEMBIF. THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD. IF ANY, NOT SHOWN ARE HOT WARANTEEO. NEW 1 STATE W!p 25-1 "f I - RETAIN STORM WATER RUNOFF OCCUPANCY OR PURSUANT TO SECTION 45.1 OC USE IS UNLAWFUL OF THE TOWN CODE, WITHOUT CERTIFICATE DPP 0 ED AS NOTED OF OCCUPANCY / s' B R n ;3 f'�9'{ ALL CONSTRUCTION SHALL DATE' w j ;MEET THE REQUIREMENTS OF THE AT 51Tl O =_ CTE S®N i�hRK.STATE. PIOTIFY�',RTMENT 765-1.902 B AM TG IM FOR THE -- -ry L FOLLOWING IIJSPEGTIOIdS. NICE 16 1, FOILIDATION T%12,, REQUIRED — I — -- — - -- PROVIDE STEP_ D LEJ ' Fr ETE FOR POURED ROUGH - FF -TICCIT d PLUMBING _ - 7- 7PLASHING-- - _ "CONI MUST - - - 42" HALF KEYSTONE - - FIBERGLASS SHINGLES- - FYPON LOUVER A 7 RIIPI_ IFI PROVIDE BEL 164,-, 9 C� S --I Ib - ALL C; rh "FhN TION SHALL OF THE CODES OF NEW 12 SCREWS - _ --- REpII'; :5 YORK Su1'E NOT RESFCMSIBLE FOR FOR 20" CLEAR HEIGHT _ - DESIGN OR CONSTRUCTION ERRORS. - - - ---- - --- -- - CI ZONE v/0 = _VINYL SIDING - - -- - - - - COMPLY WITH CHAPTER "46' 6" - _ []E�11 FLOOD DAMAGE PREVENTION-_ 0_7 _ — - - ---- - SO LITHO WN CODE. LD TO - —FRO' UNDERWRITERS CERTIFICATE REQUIRED - FINAPTURAI PAT- y 'h3- _Eq PA5TENEP.'PANEL TYPE 2Dbl. FIN FL - 4'< DANIEL 6't PANEL PROVIDE FLASHING I Ir_' FE SPAM SPAN �FOERC LA55 51H E5 3046 51Tl -N TIONAL VINYL RAIL MAI' -EXHAU5T FAN /& OF H, BI USED III LIEU OF GECAR - NICE 16 I6 H . a1 CEDAR TSF RAIL 4 DCDAR TOP BRAGC 9 SCREW' LLAREA 21 118 MAXIMUM SILL HEIGHT — — FOOD Ib Ib 16 12 SCREWS 1,L1?AR BALUSTER` H ' 4 L 'I CEDEI) AR BOTTOM RAID ^I x E. CEDAR CEGKIIJv--� J �— A I IF-, CA DAR FAST: IA _— I len Flrl FL — EEJ GRADE A� PLUMBER CE 0 I VINYL eIL CERTIFICATION z ON LEAD CONTENT BEFORE m o CERTIFICATEOFOCCUPANCY L J L J L L L J L SOLDER USED I N WATER CERTIFICATION OF SUPPLY SYSTEM CANNOT PLUMBING EXCEED 2/10 OF I% LEAD. NAILING & CONNECTIONS ALL PLUMBING WASTE REQUIRED. & WATER LINES NEED BASEMENT FIN. R � � — — — — — TESTING BEFORE COVERING — — DO ED WITH �- NTIL SURVEY OF FOUNDATION DAFRAMING FONELOCATION COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AN^ CONDITIONS OF $r -06ILI-A )N'NP ANINGBOARD TUM TRUSTEES N.Y S. DEC VG 1111 - TVm rtvrlGp V '4 CEDAR WINDOW TRH ,"b 5TAINLE55 STEEL EYE -HOOKS 19 12" o/c MARINE GRA PLYWOOD' - NEIN 4" OR 6" WOOD SND, 16" 00 PARTITION WITH k 01 PSUH WALLBOARD, BOTH SIDES [AFFECT OTHERWISE NOTED - OAST -IN -PL ALE CONCRETE - 5/5" TT PE 'X'FIRED RATED SHEETROCK Id, - DUPLEX RECEPTACLE CFI (1JJ - DUPLEX RECEPTACLE W/ GROUND FAULT INTERUPTER WINPBORNE DEBRIS PROTECTION F AFTER 1 NV SCHEDULE FOR WOOD FINAPTURAI PAT- y 'h3- IFA5TEIIER 5PAGIN6 (INCHES) PA5TENEP.'PANEL TYPE i5PAN 21, PANT 4'< DANIEL 6't PANEL -HARD WIRED SMOKE DETECTOR 52' SPAM SPAN 5PAN 3046 51Tl 'A -EXHAU5T FAN /& OF H, NICE 16 I6 12 9 SCREW' LLAREA 21 118 MAXIMUM SILL HEIGHT FOOD Ib Ib 16 12 SCREWS MINIMUI'I SIZE WIINDOIN HND IU BE 4" LANSPNK MALI %INDUW • FOR SLREA ➢OWN 5HUTTERS CULT STANLEY BI -4500 57ORM PANEL HARDWARE r P_ DIEIMER MNH1H UNIT- NUMBERI - SWITCH y 'h3- THREE MAY 54I FOH OFEIIA13LE CR["A 5150. FT, MINIMUM (GANTILVER GONDTIONS) M - JUNLTOII BOX IN CEILING H IN 5 I -HARD WIRED SMOKE DETECTOR H IN SEE -HARD HIRED 5MOL E DEFECTOR , C M 4 CARBON MONOXIDE DETECTOR 60HO 3046 51Tl E F (D -EXHAU5T FAN /& -ELECTRIC GARAGE DOOR OPENER VENT 42" HALF KEI"ETOI IE FYPON LOUVER SCALE ✓4" - 1'-0" UILL MINIMUM OPENABLE UNIT- NUMBERI MINIMUM LIGHT AREA 5.-7 SQ. FT OFEIIA13LE CR["A 5150. FT, MINIMUM (GANTILVER GONDTIONS) IODE516NATIONI (SEE EXCEPTION) FR I OPEN T SO T61_A55I 'El'ITITAT CT „, MINIMUM OPENIINeC 1 3046 51Tl HEIGHT 24" Sq`' 1 14 q6 r' MINIMUM OPENIt`.IC�WIDTH 20"Lw LLAREA MAXIMUM SILL HEIGHT OF 44" MINIMUI'I SIZE WIINDOIN FOR 20" CLEAR HEIGHT v'cI MUST BE OP IABD E F WITHOUT KEYS OR TOOLS qb0 N65 RIG �I, 5" �LEAIR 4I W f i MIIIINIUM SIZE PIINDOW FOR 24" CLEAR HEIGHT UNIT- NUMBERI 5 L LIGHT IONI OFEIIA13LE CR["A 5150. FT, MINIMUM (GANTILVER GONDTIONS) IODE516NATIONI W f i MIIIINIUM SIZE PIINDOW FOR 24" CLEAR HEIGHT (c= 4'-O" IPI ALL CASES) C] 25TAIL54JPDATED q-1-04) GENERAL NOTES ALL VONIFYNETIOI I TO CONFORM TO ALL STATE ANE LOCAL CITIES INESE ERAI^u1a31 DO NIT INCLUDE mhwCHDI FS IBCF55ARY FOR L0115TDIL rIIN SAFPTT 111NINAr?o11 ARF ALLELY RESECN516LE FR H 31M1ONFOLD, 3 51ILDER TO ITAIII OERTHLAIE OF OG:JP/JJCTILOJ 4 OF L NSE TO TARIFF I^IORKLEAHS COMP HIS M AhIL AS REQUIRED BY LAW 5 ALL INNER SHALL BE O l EIIARANTEAD FOR ONE YEAR AFTER GO. 15 155JEP r, 'I" PER To BE RE5F0115BLE FOR FINIAL DR`DT1 PoIn COSTS AS REWIISE Br WILDING DEFaRTMEHT L APGIIITEGF HA5 NOF BEEN RETAINED FOR ANL FIELD 51JPERVI5IOIN OR INSPECTION 5 pRAWING5 ARE NOT 10 BE SLATED BY CONTRACTOR ANY DISCREPANCIES ON IFRALII11165 ARE T^ BE FELT GIN TO ARCI 11 LET TI ATTENTION IMMEDIATELY PRICE TO GOIJSTAXTIOW 9 THIIARC III FLAT FINS EVEN RETAINED FOR (FORD SHOWN ON THIS DRAWING ONLY AROI IITEOT 15 HOT RCSPONCIELF FOR OTHER ALIERATION5 AND OOMPTION5 FIRE/ SMOKE DETECTION I INSTALL SMOKE A CARBON MONOXIDE OFIEr I PLUMBING TO LONE IRM TO STATE AND LOCAL 60DE5, 2 PROVIDE SHUT OFF VALVES ON ALL 5UPPLY LINES AT ALL FIXTURES, 5 INSULATE ALL SUPPLY LINES 4 PROVIDE DRIFT PROOF H05E 5I55 AS PER PLAN MINIMUM 2 PER NEW RE5I1ENOE 5 ALL FIXTURES TO BE AMERICAN STANDARD, KOHLER OR APPROVE➢ EQUAL, FURNISHED E INSTALLED BY CONTRACTOR 6 PIPING PENETRATIONS THROUGH FIRE -RATE ARE TO COMPLY W FEEL ➢ WALL OR FLOOR ASSEMBLIES l DUSTER L pRNNAGE DUMBING 15 TO BE IN IN ALLORpANGE w/ SECT 62603 WOOD FRAME TEL ! IIOTLHING ARE TO BE IN ALGORDAN LE w/ 5260 BSION 0 1N AGGORDANPROTECTLEhw%62603EA MET.2 �ASP2603D3 SEELP2605A DEROG P22615 T FOR PIPES FIRE RATED ASSEMBLIES AND THROWH FOOTING5/ SEE PS ION WALLS B. PIPE E F,,,,ATIOIJS ER B)GFV,NH FOUNDATION WALLS ARE TO BE COVERS➢ w/ A SLEEVE 9 AINCE PIPE SUPPORTS'eARE To COMPLY w/ SESIRE TSP2605 TABLE DROOL ABLENES, EXCEPrLEA PIPE 15 NOT TO BE USED PIPE MATERIALS ARE TO COMELY w/ SEDT P2600 IES A5 SHDWN ON ELAN SITE NOTES HALL 5 GABLE ROOFS SALES ROOFS HIP ROOFS 2 SINGLE L NUL; IFLC- STATICII SPICKS gLAF!MS ARC ALSO TO BE INSTALLED IM1I CELLAR fe 5 10.1 p0• S e < as•) (lo• i O 30°1 A 0 STALL BE ulrekcOlwECTED so THAT THE A67UATIOnI OF ONE ALARM WILL LLAR E 11 ALARMS IN AIP5111 POLE w/ 8911 POPIER 5CHOL FOR SMOKE ALARM SYSTEM 15 1 PITCH GRADE AWAY FROM BUILDING TO LOMPLI w/ 15 111 2 PROVIDE DRY HELLS AS REQUIRED. 0 9 AT LEAST ONE FE 11 FIONOXI EER ONTO pF PROVIDED IN EACH ➢WELLING UNIT, 5 ALL TREES WITHIN IS' OF LONSTRL'LTION TO BE PROTECTED J pd HAILS ®6" o/c O IJ THE IMMEDIA FE VICINITY OF BEDRCOM5 ON FLEE FLOOR LEVEL. THE CARBON O O �\ yICPIO%IDE ALARM IS TO BF LISTFO 'I LABELED AS LOI LYIIIS rv/ UL 20344002 5Tp, 4 ANY LANDSCAPING DAMAGED BY LONSTRIILTION OPERATION 541ALL PND F) O BE IN5TALLEp PIJp NIgIPITAIMED IN ACCORDANCE w/ BE REPLACED AS REQUIRE➢. O =ICd I'IAILS ®6" o/c M1 h ry hIDo FAONRER5 WSTRUOPONA = ICd NAILS e 6" o/c 10 5 10°l (10' e O < qsq (10° 5 O 309 I 5. ALL CURBS SIDEWALKS ETC, PAMAGEP SHALL BE REPLACED W/ PLE00 CONSTRUCTION APHE51vE _ E._EGTRIGAL NOTES (IJOTE - 4b" IN ALL GASES) EXCAVATION NOTES AOL AL If ALL II. UN K SHALL HALCO t WITH H L CpMPLE NATUM1IAL ELECTRICAL CODE AND I, EXCAR VATION CONTRACTOR TO EXCAVATE TRUE TO LINES ANN GADES 2, ON NEW FORD OPEN NOR. BASE HIF 14A A TO SPL TO LEE d.0 AND sERVIC LEVELS. E 5, LRIVE H 2. A T II IRII G TO BE MIIJ 14 ALTA, ALL OP SOIL TO VIL BE STOCK PILED FOR FUTURE UTURE U5 A 4 CJIIV 1 MATERIAL E ALL B(cAVATE ➢ GOOD E IIEI ICE OUTLETS TL - ER AL NEEDED FOR BE IF hF F UIJ O BALK FILL TO NOTE: ALL MECHANICAL CONNECTORS SHOWN IN DETAILS ARE MANUFACTURED E5 NOTED I ATIN6SE BE STOCK PILED SEPARATELY, NOT 1.EEDED 5, PROVIDE GRCIIIID FLLILi Ill![RRUP TEI2 011 {LC -TS aS PER LODE MATERIAL AIUJ UNACCEPTABLE MATERIAL TO BE LEGALLY REMOVED FROM SITE BY USP STRUCTURAL CONNECTORS - OR APPROVED EQUAL, UNLE55 NOTED CIRICAL LOIJTRAOTCF IU PkOVIpE HnOItUP4 FOR V STING AND AIR BACK FILL SHALL BE S ALSO IN 12" LIFTS [ LOMPAGTEO TO 1D% IF colt➢InorvHG 5rsreh5. MODIFIED PROCTOR PENSITr T ELECTRICAL LCNquLTOREnsRAnCNs TJRDuc+l BLnLpING srRULNrzAL REINFORCING NOTES GJMPOIJENTS ML6l ON1E OF tII SECT 13502 TEES TO RIDGE GONNEGTION FLOOR TO FLOOR CONNECTION OPTION 'A' 6 FLE DoE E311IT,sNANCE LIEARANLE AFuIHO CIRCUIT BOX, SOLER, ETC BNOT REQ D. AHE! 9 CIE B CAL GOIITRALTO( 10 COORDINATE INpH OTHER TRADES, ALL REINFORCING BARS TO BE OF THE DIAMETER SHONPI DEFORMED INTERMEDIATE GRAPE IJEW BILLET STEEL CONFORMING TO ASTM A COLLAR TIES ARE �� OPTIONAL IJAILS 615 GRADE 60 HAVING A DESIGN STRENGTH OF 68000 651 USED 9 I6" o/c ST (1-JOOD sMrzu1KA6E /P ID _e Nr rH DESIGN LOADS 2 TYPICAL LOVER FOR ALL REINFORCING BARS BE THREE BH) HOLES �� NIAY OCCUR AND PEOFIJ I_OAp5 ARE IPI LOMPLAICE In/ BOT'OPIS 83013, 83014 A 3015 BOB BARE PLACED A6AIN5T EARTH AND 2" FOR BARS PLACED LEADS- CJ DF OF RIDGE \ \ GHUSE STRAP TO r� ' � FOO GADS ALL OPIATE TEFL CTICNS uONIPLF w/ SECTION R301 a A6AINST FORMS UNLESS OTHERWISE SHOWN (,1/12 r- BUL BLE OUTI'IARLr, _ .TION LOAD - - 49 IF -TABLE 83012(5) RE51PENTIAL CODE OF VY,S, (PAGE 31) 3. ALL BARS TO BE CONTINUOUS UNLESS SPECIFIC LENGTHS ARE 5HOWFI L5260- 6l5 Ibs. UPLIFT G r DEAD LOOP - IT OFF ALL SPLICES TO BE FORTY ENCE BAR DIAMETERS MIN (1) I6d IJAILS INN RIDGE ATTIC LOADS 9 WELTOP WIRE FABRIC (WWF) TO BE 6" x 6" SPACES, NO x TO GAUGE (T) 16tl NAILS THAT RAGTER �- �� _=� STORAGE 2O PIF -TppLE 4-I gSLE (PAGE 13) WHICH SHALL CON515T OF COLD PRAWN MEMBERS HAVING AN (10) O HAI Ibs. UPLIFT �� // I ION 5FDAAbt IO PST ULTIMATE STRENGTH NOT LESS THAN ID,OCO PSI WWF TO BE PLATEN FLOOR LOA_'_ -FABLE q.1 ASLF (PAVE 13) AS SHOWN ON THE PLAN Ilol IDd HAILS uYfC RIDGE (l) ICd IIA ILS INFO RAFTER 12/12 % e LEAP SPAhI LIVE LOAD JV F5F 5 ALL REINFORCING TO BE SECURELY FASTENED TO RE115T MOVEMENT ➢FAD LOAD - I1J P3F -TABLF 4-1 A50B (PAGE 13) DURING CONCRETE PLACEMENT T! P G/\L STA24 _ CIALL LOADS. 6 HELPED WIRE FABRIC OF ELVIVALENT STEEL AREA MAY BE 5TA24- 9B0 Ibs PLIPT '� �� DEAD LOAD— - 15 RF SUBSTITUTES FOR ANY REINFORCING BAR GRIP L'nI,FLL L HD_ — 11 MPH CONCRETE NOTES VO 6A Ilyx_a• i FROM FIGURE C+ nxE/PP6L 401 1161 ICd PIAILS FPUM FIGURE Ro 51214) YLIDPN IAL COPT OF IL' 5 (PAGE SO) UPJF T PANE DMOTURE pLATEC-ORY 1, ALL CONCRETE TO BE f c = 3600 PSI s 26 DAYS UNLESS OTIAERN15E NOTED ETC LENOTI I FROM AT 4 PA LOOP FRAME L0115TARI RIF MANUAL -CONG STEPS TO BE 3$OO VG B 25 DAYS " NIIU _� _ SEISNIG LOAD LA rEGORN G 2 ALL EXPOSEN CONCRETE TO BE AIR ENTRAINED FPOM LOA R3o1 ?f2) P'SIDEnr1AL Lop C- OF N N 5 (PAGE 2a) 5, 5,L VALUE ASSUMED AT =4 TONS PER SO FT AT DEPTHS NOTED SOIL CONDITIONS TO BE VERIFIED PRIOR TO LOIJSTRT(D ON. FLOOR -To -r -_O % CLIMACTIC S GEOGRAPHIC DESIGN CRITERIA -301.2(1) WATER HIS UP OR PROPERTIES IN LL05E PROXIMITY TO BEACH' LAVAL' L5268 B TMU26 e m WATER ETD TO PROVIDE HI5 OFFICE IwH TEST HOLE DATA BY �/ INSTALLATION ©'`I 2/r_ DEc.� --IroDERgre LIGEMBED OR CERTIFIED SOIL M1ECHAnnL TYPICAL LIGHT SLOPE HANGER W TERMITE,- -F=I, tiERaTE 4. BOTTOM RExrERIR FOOTINGS TO BE 3'-0" MINIMUM BELCH GRADE FLOOR TO FLOOR CONNECTION OPTION FR05F LINE DEPTH 36 IVILFIN IIB5 5. ALL OTG5 TO REST ON VIRGIN UNLE51FO2BEN SOIL, N rJTALLAT ON Q 6 a/G 'B' LINTER DEOIN TEI-0P. II' F 6 STEP FOOHIN65 ➢OWN A5 RAISED MAXIMUM STEP FOOTING55HALL SIZE OF HANGER DETERMINED ➢Y 51ZE OF RAFTER T I P. GO' l\ EGT ON F{%R T' IO ICE ONELD - - REGVIRED BE ONE VERTICALLY TO TINO HORIZONTALLY WHERE ELEVATIONS CHANGE. "I WALL FORM5 TO REMAIN IN PLACE IN PLACE 3 PAYS MINIMUM STORY APPL IGATIONS NAILING xHEDULE ISO M.P.H. WIND LOAD 6 OURS ANp FAIL ALL 5LAB5 ON GRADE INION 2 COATS Hl CLEAR SEAL OR EON AL FROM CIFLM-9S DOES FRr4rIE CONSTRUCT lob 9 OONLRETE CONTRACTOR SHALL PRCNIDE ADEQUATE BRACING FOR ALL OST ANCHOR DETAIL A5FFrM SHEAR MALL 'EowIEIIT SINE ' MANUAL FOR ONE R TWO FAMILY DW LLIh165 WALL5 A5 REQUIRED TO RES15T WIND AND CONSTRUCTION LOACA NSPEGT RATIO FVL-< 3'h JOIIII pESdRIPI pN 10. PROVIDE SAWED OR KEYED AND FORMER CONTROL JOINTS FOR SLAB5 W2 NUMBER OF NAILS NAIL SPACING AND WALKS ON GRADE. AT 20'-O' MAXINIJM IN BOTH DIRECTIONS NULL HT fHl 5E6ME T hJISTH (1`II ROOFT ANJIJ' RAFTER TO TOP PLATE f FCE-NpLEN II. PROVIDE SLEEVES IN FOUNDATION WALLS AS REQUIRED FOR ELECTRIC, 12" TO 16" 5PACIh1G PER RAF-rER PLUMBING MECHANICAL, ETC COORDINATE WITH OTHER LONTRALTOR5, f3) Bd COMMON pRAWING5, BASIC IEC, ETT. -- 2 24" SPACING 12 CONCRETE FWi ➢SCION WALL5 TO BE CAST MONOLITHIC NO (5) ad COMMON HORIZONTAL JOCIE SHALL BE PLACED IN WALL5 0 o J ^ - LEILIII: Jr'IAJ TO TOF PI ATE OFF FAILED, 12" o I,, 13 ALL EXPOSED LONRETE'LADS TO RCLEI VE ARCHITECTURAL FINISH AND NIN N/ o UPHDE 111151 .a-/"eTCN TO I6" SPACING PER J015T SLORIFI6 AS PER PLANS AND SPECIFICATIONS. TF PICA "UN i 2 0 24"6dPAACINGo GON 4 40 DEGREES NO CONCRETEP OR LE95'e NO GCLNILRETL BE E SHALL BE CASTMED 11" ON FROZEN SURFACES ,O HOLDOb Fr! 1 IIII 11`I�, �" FHREAGIEC PCL - (5) ad COMMON 15 NO ADDITIVES SHALL BE PERMITTED WITHOUT WRITTEN PERMISSION FROM ARCHITECT 6 ALL FOOTINGS TO BE 0" OR 6" PROJECTION ON EACH 510E OF FOUNDATION IJALL LE!L!!IC JO! B TO PARALLEL NOTES (FACE -NAILED) (SEE TABLE 51 DELON EACH LAP MIN, (2) F14 DEBARS LOPITINUOUS, UNLESS OTHERWISE NOTED (SEE PLANS). 2 ' - CEILING JOIST LAPS CVER PPRI➢ONS TAIFF-HAILED) (5EE TABLE 3l FELON EACH LAP 1 PROVIDED, HONE 2"x4' KEY BETWEEN FOOTINGS AND FOUNDATION WALL, PAU �/ I Y' BLUC00 LAF! TIE TO RAFTER FA6RIAIINNS-EFT) (SEE FABLE 31 BELON) PER TIE I6 ANCHOR BOLTS TO BE HOOKED i" DIAMETER x I' -O" LONG ®23" OL MIN ��I'v\>//� L BL0..4^INR TO RAGWR INEh'A_ED) 2- ad EACH END (WITH 2 AT EACH CORNER I' -O" EACH WAY 6 I' -1 -FROM ENO OF IC PLATE SECTION RIN B, ARD TO RPFTEP le10-NHLEN GTO PAU -N R3FB 2- ad C-ACPI END IN 19 CRAWL 5PACELE NO VENTS.EIN AOL RDANCE w/ R40D 16 ARE TO BE LOCATED WITHIN ICd NAILS ALL HOLES TOP ELATE 10 TOP PL AIF (FA,EHJAILEp)NIALL FFhI^IIID 3'-O" OF EACH CORNER OF THE BUILDING TOP DALES AT IIHERSELTIDIL(FAOE-NAILEDI 2-I 6dI PER FOOT 20 ALL FOUNDATION HILLS AT BASEMENTS TO RECEIVE BITUMINOUS WATERPROOFING LEDGER DETAIL Slue Tc SND (FACETWILED 4-1 6d JOINTS - EACH SIDE HEADER TO HEADER FACE-NAILOU LE 66 24" GAS CARPENTRY NOTES \ z"q' x 4%6" LONG ( I6d I6" 01 ALONG EDGES LA6 50L F5 b IL "G/L I ALL WOOD SILLS, BLOCKING, NAILER5, ETC IN CONTACT WITH \[ (2) AT EACH ENC' T^F' OF 5pTT019 PL PTE TO 5"'!J@JG-NIAI_BD) 2-1 6d PER 2x4 STUD MASONRY, CONCRETE OR FILL TO BE CIA PRE55URE TREATED, HURRICANE STRAP DETAIL F ICd IINL5 ALL I`OLES 3-1 6d PER 2x6 SND 2 PROVIDE ALUM TERMITE SHIELD x FILL SEALER AROUND ENTIRE PERIMETER 4-1 6d PER 2x6 STUD 3 ALL MAILS. BOLTS JOISTS HANGERS l FRAMING OONNCLIRS TO BE NOT-pIFPED GALVANIZED RT3OF BOTFL FI PLAIti TO ROOF. 101.{ B411NOIST [IIRICIST 2-I btl" PER ,COT 4 ALL JOISTS, RAFTERS, HEADERS GIRDERS SHALL BE DOUG FIR Pb B50 YPIGAL SUH<6FI OR ELOLDR1y(FALSNAILLP - gc115 Ibs UPLIFT ,� _ Ps1 MIN, snips FT BE MH HER FIR GI EAU DERS S1, �12) I6d NAILcJ ^ FLOCIR FRAMIIJG 5 ALL SHEATHING SHALL BE I/2" PSU5TA5 FIR EXTERIOR GRADE PLYNIOOp, 1 DEGk .OST TO J015T TO SILL lDP FLATS OR GIRa 1:2 ed PER .J'JsT Gov®Pod • 6' Oc z INTERIOR l INTERMEDIATE BLocKwb Polrvrs J ER (NE-IIAILELT) WITH 13 LB PI PAPER OR OELOTEX INFILTRATION BARRIER BRAO"He DE JClsr TOE I'AILcP,I ad EACH END PROPERLY TAPE➢ A SEALED TO -EDGER I'15T{'''LI" AILED) Bd EACH EJD b ALL SUB FLOORS TO BE 3/4" PLYW'JOD NAILED WITH TWIST NAILS a 6" OCBLOO�V BLOKII L`�TO JOIST (TOFFILDIDE FIG TO SILL OR I L STIE jfOEIJAILE➢! btl 1 ALL WALL LCY2NER5 TO BE MIN 3 GLICS NAILEP IL - 12' OL '�(; O/G LEDGER STRIPTOBEPFRFALFIWILEV) EALN BLOCK.�VSRI SJII LEDGER 1J BEAM O E-NAILEDJ 6d EACH X115T 6. HEALERS, TRIMMERS x VF 5T5 UNDER PARTITIONS TO BE DOUBLED BLOCK 51 UD TO FOUNDATION CONNECTION BAUD JOIST TO JOIST reuD-FULDN ed PER J015T BEHEEN XI5T5 UNDER PARTITIONS BLOCK STN➢ WALLS a v2 STORY 6tl PER J015T HEIGHTS 4 AT UNSUPPORTED EPEES OF PLYWOODSIMP501V NIST2I 2O 6A MET AL STRAP, ➢AND J015T TO SILL OR fpP LATE (TOE -HAILED) 6d' PER FOOT 9 ALL CAP PLATES TO BE DOUBLED 1 NAILED RUTH FAR m 12" 00 LAP CAP TY PIGAL RTI6T 12" MNL ON $TUD SURFACE D EACH ROOF SHEATH 11. PLATES AT CORNER. 10, HEADERS OVER BOORS AND WINDONS UP TO 3'-O" WIDE TO BE Gd2xb TRU55/ RAFTER TO DOUBLE ANCHOR BOLT 015" ODE STRLC ILEAL PANCAE Bd (SEE TABLE 311 FOR OPENINGS 3'-O° TO 5'-C• 05E PEGx6, UNLESS IHERwISE NOTED pAc-oNPL eogRD SNEA�HIG PLATE INSTALLATION @ I6ua/r I"x6 0 1"eA 11 FOR HEADERS OVER S' -O" LONG USE DOUBLE JAGK ENDS o TYPICAL LSTA3C^ 1 2 -Ed PER 9JERSBE "x1D" or VII➢ER 3-Bd PER `}IFPORT 12 MIN. BEARING FOR JOISTS, BEAMS I STUDS TO ALL 3 I/2" 13 PROVIDE SOLID BRIDGING MAX B' -O" OL IN ALL FLOOR CONSTRUCTIONGODS OR EQU VAL�NTJ ) CEILIIIb SHEAiIJlllb 14 PROVIDE COLLAR BEAMS TI RAFTERS Al PER STATE l LOCAL LODES p� CONCRETE PIER DETAIL 3 6YP`.nIM V+IhLLBOPrzC 5d COOLER5 T' EDGE/ 10" FIELD (16" R F AN-AMINE ABOVE ATTIC FLOOR) 6 W TO G -- 5, ROOF FRAMING IS DESIGNED IN ACCORDANCE w/ THE PROVISIONS OF LH 3 IRPP d NIHIL STRAP AROUND MW115HEATN1V16 OF THE Nq5 HE 6 IN 46"N x 3R," LONG LAC BOLTS FILL PL 0 AIJOHOR SOL F 6'"U p/G - Iy fr STRULIIIRAL PANELS ad 16 PARALLAM MIROLLAM OR WOOD 5TRUGM2AL MEMBERS TO BE AS FIDDE DeNED PANELS (SEE TABLE 3.9) MANUFACTURED BY III CORP OR APPROVED EQUAL. 15TP36- 1305 HN UPLIFT 1,'• PC 'r T/16" ad 3" EDGE / 6' FIELD 11. MATERIAL FOR STRUCTURAL MEMBERS IS TO BE IDENTIFIED IN ACCORDANOEw/ ROME I \ h• 16 6A 1'4'x36" LEDO? ad MATERIAL FOR LOAD BRG B) ICd IFIL . 1'' _ AT PSUIN NIPLLBOh P➢ 3" FEE / 6' FIELD ALLORDANOE w/ R6021 STUDS, PLATES, AND HEADERS ARE TO BE SILICIFIED IN Sd COOLERS T" EDGE / 10" FIELD IB. 5TRUCTURAL FLOOR MEMBERS ARE NOT TO BE CUT, BORED, OR NOTCHED IN EXCESS ANCHOR BOLT DETAIL HARDBOARD ad (SEE TABLE 34) OF THE LIMITATIONS SPECIFIED IN FIG RENO B CUTS, NOTCHES AND HOLES BORED IN L PARTICLLWARD PAIIEL ad ENGINEERED WOOD PRODUCTS ARE NOT PERMITTEP NJLE55 THE EFFECTS OF SUCH T (PIGAL L (511 TABLE 3,9) " © 4n 'PF DPJ \S FALLhT 0h DISC-C'I'I/.L BOAR➢,HEI.rNlll III AGLOROANLE w/ RBO2BSASNp DRILLING IDNIOT6HINGE ARE ALSO THE COMPR'Y Ad -ICHOR DOLT-TO-F'Li -FE 0 _'IIOtF 3-5d PER SUPPORT I9 IN ACCORDANCE A/ 2-8d PER SUPPORT RI (IF SECTION REIF2 REQUIR D 6UAII FOR HANDRAILS ARE TO HAVC- T ;'� \ 'I FLY I'P SIIEPTHIPIG 6AP5 THAT DO NOT AI LOW PASSAGE OF A 4 N SPHERE t TO STUD C,OI INF_GTI G1Pd t I ?Ly'P STRUCRIRAI PAIII L` 2C STAIR CREATE SHALL BEI THICK CLEAR OAK. UNLE55 NOTED ESURF 12 FIELD 2 HALL d VELIN, F1,1111 ARE TO �'F �� c' T ISLAE ON GRADE, ET-, "`" "N \ RACOIIAL SCAREEr`-H'EAHIPH Od NN SHALL BE CLEAN MATERIAL b"EDGE /V FIELD AIL I' ad2 THAN 200OF LESS �d INIFEDY, INAOCCGTAIJCE BE,IV ADICKS A LAME DEVIFFELOPED EDINDCLASS1EIGNC7GATION GREATER THAN 450, IN AOCORDAIJOE w/ 83142 TE51l METhIOD OM ST COMPL INDEX POIN 3'TAASIA THAN , N V�{ \ U^HpB 350E IDs UPLIFT �j 6 "v9" 2 -ad PER SUPPORT 23 ALL CLOSET SHELVES TO BE CLEAR FINE UNLE55 OTHERWISE NOTED SCP.EI^L, 11 IF VIIDER 3-8d PER SUPPORT 24. PROVIDE IT° WOOD CLOTHES ROD IN ALL CLOSETS 1 - Ji FOR CC WOOD - 9F INAL REQUIR INCA ARE f15ED JII HALL SHEA N'HI611AILF b" ON -CENTER AT THE PANEL EDGE 25 CERAMIC TILE SURFACES E INSTALLATION ARE TO COMPLY w/ ERIS 4, OTHER FINISHES FOR CORIIF-0I TO COMPLY w/ 81025. ! 8102 b. TYP I GAL SHAG UPLIFT oPElllllv5 L' -v" Drz IF {^FALL 51-EATHIII,-+ L AlILC-L" OII-CCH fER AT THF PANEL EDGE TO OBTAIN HIGHER SHEER CAPACITIES, 'V IAITHI RF JIR EI ITS FOR °RULIIRAL MEIMpEFO SHALL BE DOUBLED, OR ALTERNATE 60NNE6TOR5, SUCH p/�/� GONNEGT ION I N5TALLATI ON CREATED f As 5HEPR PLATE, TALL BEISED TO 111 1111,11 UI THE LOAF PgTH iWyFING / SIDING NOTES i-' WHEN I'VPLL SHEATHIIIC 15 r0111IUOu5 OVER G! LIIIEL.TEP MEMBERS THE TABULATED W115ER OF NAILS SHALL BE CERI'IITIE ➢ TO DE RFINI TIJ LIbd MAIL PEN F_'Jl I ROOF COVERING MATERIALS ARE TO COMPLY w/ SECTIONS R902, R9O4, A 1905 ANp GIRDER TO 5.5.P. COLUMN DETAIL 'A' GIRDER TO 5.5.P. COLUMN 1 DETAIL 'B' FALSE 24 NEPAL TE1451011 CAP TABLE 3T RAFTERS CEILING J015T HEEL JOINT CON cr10N ARE TO BE 1NDENTIFSD ALLIRPANCE w/ 89044 ROOF DRAINS ARE TO BE INSTALLED _LOIINELTION REGUIREI NTS IN 0IIREFIERF, FOR 20 PAF ROOF LIVE LOAD IN ACCORDANCE w/ 89034 LRPWINGS AND DETAILS TO BE SUBMITTED POOP P00F P41ESF NIJDSPEI9 2 ASPHALT SHINGLE UNDERUYMENT IS TO COMPLY w/ SECTION Rg0523 SELF SEAL PI CULL FEE, (FT�IlU (HI_I' ROOF SPAN (FTJ STRIPS AND FASTENERS ARE TO COMPLY wl R90524 A 890525. DETAILS OF ASPHALT D � � SID 12 ; 12 20 25 36 SHINGLE ROOFING INSTALLATION ARE TO BE SUBMITTED FOR ROOF SLOPES OF 4/12. 0 0 " Kc \ 16 ; ELOPED RAFTER REQUIRED NUMBER OF I6dDOUBLEUNDERLAYMENTISRFp IN AGLORDANLE nU 890521. THE ftE0'p UNDERLAYMENTI�-t0 SLUFF SFALIM1,6 (ICI) COMMON NAILS PER NEED DO IS TO CONFORM w/ A5TMD226, TYPE F OR ASTM ATOM, TYPE I IN ACCORDANCE w/ R9O52 5FLILE'°+ 3 FOR ROOF 5LOPE , ICE PROTECTION THAT CONSISTS OF AT LEAST 2 LAYERS OF q1 4 5 0 11 UNDERLAYMENT CEMENTED TOGETHER, OR A SELF APHE5111 POLYMER MODIFIED RUFF ER 12 16 5 B 14 SHEET ISTOBEUSEDI I5TO EXTEND FROM THE EAVE5EDGE TO24"MIN INSIDETND ._ A6" 6ALVAIHIJ FE, �f I6 1 24 1 II B 21 EXTERIOR WALL LINE OF THE BUILDING IN AOOORPANLE w/ BNO52T I va :O 12 3 5 6 0 4. FLASHING MATERIALS ARE TO BE OORRO51ONFRESISTANT AND INSTALLED IN 6 4 6 B 11-F-11NOE w/ 8103 B, 8903 2, EMO32 B !U 1 24 5 9 12 16 5 HOUSE WRAP MATERIAL OR BUILDING FELT A IT'S INSTALLATION ARE TO COMPLY w/ SHIA 2 L 12 3 q 5 l b WEATHER RE515TANT SIDING ATTAOHMEFR AND MIN THITKNE55 ARE TO COMELY w/ 81034 ._ONTII IUr+U- II LE) -I dl- + 112 216 3 5 1 9 4 0 INSULATION NOTES b 3 4 5 GAP!D _ rLCG SERI ECJ OF F ' IJ 216 3 9 5 6 1 ALL EXTERIOR WALL5, ROOF 4 FLOORS OVER UNGIMPITIONEL SPACES J6 q 3 3 3 4 ALL LL BE BIL ON WARM INSULATED1 EEL CARE SHOULD BION 10 E TAKEN NOTSS, ECIL TO TEARFACE OILVAPOR BARRIER. ad NAILS ALL HLF.S STr`NDARD [3'A`E'E F'I ATE`i ) ii. F'--+ 1 I. 16 3 3 4 52 ACOUSTICAL INSULATION TC BE PROVIDED IN FALLS, FLOORS AND GIRDER/ POST/ FOOTING CONN. RIDGE TO WALL CONNECTION __ 6 __ ILIN _ - 1-� 24 3 q 6 1 GE6 AROUND ALL BALLROOMS AND MECHANICAL ROOMS. 612 ;12 12 3 3 3 3 3 PROVIDE PERIMETER INSULATION PS PER CODE AT ALL FOUNDATION WALLS 16 3 3 3 4 4. R -VALUES ARE SHOWN ON 5EGTIONS 6 243 3 q 6 5 MOISTURE VAPOR RETARDERS ARE TO BE INSTALLED ON THE WARM -IN- WINTER SIDE OF E GIRDER - DOUBLE STIJp 'O JNLIHL F'EITIIREf IENT5 SHALL 2E PERMITTED i0 BE INSULATION IN ALL MALLS/ FLOORS/ ROOFS/ CEILIN05 IN AGCORDAROE w/ SECTION 8322 RIDoE /4 RELUCI=D 2% JF IIAIL5 ARE CLINCHED 6. RETENTION MATERIAL 6 TO COMPLY w/ SECTION 8320 AND 15 TO HAVE A FLAME 51FAD :L1 'HEEL J51NT • 1 LOIII ELOACCI ARE NOT REQUIRED H- _ WCN THE RIDGE [5 INDEX NOT T O EXCEED 25 W A SMOKE - SUPI'FIN - DEVELOPED INDEX . TCD BT 4 LOA � NOT TO EXG 32 DFORT 11 WALL - ETV NOT ERIE G ' �[ .HEADER OR RIME DEAN M METNOLS MUST A COMPLY w ARM FI '-' S / 5MEB4 STD A F'IC L _LH_..P ALL ExaosEpH saTMM NON ATTIC F _ •N'EIV ICED( l_ Ai- L COORS ?L FDI C SUFPoRT OF I ARE to HAVE - THE RAFTER IS FR E MIN CRITICS PROVIDED pY VERTICAL L RADIANT Flux __ L OF 012 WgTT KGG SERIES GOLUF'IN .AP /LMS TESTING TO C - STRurS DR we w BE CARRIED — L s rD A LTADe r our PARI IG WALL THE T A5 PER ASTM " E AELLATED HEEL 1910 5Tp E I -bP XFER 01 IPISULATI 0 NG FINISH SY5T N II I�TTA A J,.1ur Ac4Hl -T E TO coMPLrw a LL TIOhd to Irn1 REQNRB IEry /810.3.9 ICd NAIL_ ALL 11aLE5 1 NRI I1 HOUVMN IT HAITI He MADLY TOTTNfHRfOICnollFOR CFP IN eE WINDOW AND DOOR NOTES Ibd IAIL5 II IFJ FINI- ALL HELL I' L' 20 'ECUIVA! EIR rlAll III6 PATTEP.NS ARf REQUIRED FOR CEILING J015T L HOOD POST Cr I`VE IIAIL5 II ITC RIDGE All NAE' 24 H)'&IILIN(, JOJI51 LAI 1111,11 . i..... AU SERIES PoSF ADO IDR !\ RADEIE ) ?i'i.1IT CONCRETE FOOTING A 3 3n -1 SHALL PE WE BY -TIE LLOWIRi FACTOR i5ncwl�cTncn I 2 RAF TC -RE+ LFII p,c HEIGHT/ GHl 5/(^ 3/S 3/9 I/i I/6 1/10 NE6TId11 e 500 4OET 3 LTOR' 200 I`b 1,33 125 120 III f F-,C'-TILEi CF: I >� MR. '10GI_I _/(.)I J I0LL"I, —APIOHOR BOLT UNIT- NUMBERI 5 L LIGHT IONI OVERALL (GANTILVER GONDTIONS) IODE516NATIONI FR I OPEN T SO T61_A55I 'El'ITITAT CT FTTI 1 3046 51Tl 1050 1 Sq`' 1 14 q6 (c= 4'-O" IPI ALL CASES) C] 25TAIL54JPDATED q-1-04) GENERAL NOTES ALL VONIFYNETIOI I TO CONFORM TO ALL STATE ANE LOCAL CITIES INESE ERAI^u1a31 DO NIT INCLUDE mhwCHDI FS IBCF55ARY FOR L0115TDIL rIIN SAFPTT 111NINAr?o11 ARF ALLELY RESECN516LE FR H 31M1ONFOLD, 3 51ILDER TO ITAIII OERTHLAIE OF OG:JP/JJCTILOJ 4 OF L NSE TO TARIFF I^IORKLEAHS COMP HIS M AhIL AS REQUIRED BY LAW 5 ALL INNER SHALL BE O l EIIARANTEAD FOR ONE YEAR AFTER GO. 15 155JEP r, 'I" PER To BE RE5F0115BLE FOR FINIAL DR`DT1 PoIn COSTS AS REWIISE Br WILDING DEFaRTMEHT L APGIIITEGF HA5 NOF BEEN RETAINED FOR ANL FIELD 51JPERVI5IOIN OR INSPECTION 5 pRAWING5 ARE NOT 10 BE SLATED BY CONTRACTOR ANY DISCREPANCIES ON IFRALII11165 ARE T^ BE FELT GIN TO ARCI 11 LET TI ATTENTION IMMEDIATELY PRICE TO GOIJSTAXTIOW 9 THIIARC III FLAT FINS EVEN RETAINED FOR (FORD SHOWN ON THIS DRAWING ONLY AROI IITEOT 15 HOT RCSPONCIELF FOR OTHER ALIERATION5 AND OOMPTION5 FIRE/ SMOKE DETECTION I INSTALL SMOKE A CARBON MONOXIDE OFIEr I PLUMBING TO LONE IRM TO STATE AND LOCAL 60DE5, 2 PROVIDE SHUT OFF VALVES ON ALL 5UPPLY LINES AT ALL FIXTURES, 5 INSULATE ALL SUPPLY LINES 4 PROVIDE DRIFT PROOF H05E 5I55 AS PER PLAN MINIMUM 2 PER NEW RE5I1ENOE 5 ALL FIXTURES TO BE AMERICAN STANDARD, KOHLER OR APPROVE➢ EQUAL, FURNISHED E INSTALLED BY CONTRACTOR 6 PIPING PENETRATIONS THROUGH FIRE -RATE ARE TO COMPLY W FEEL ➢ WALL OR FLOOR ASSEMBLIES l DUSTER L pRNNAGE DUMBING 15 TO BE IN IN ALLORpANGE w/ SECT 62603 WOOD FRAME TEL ! IIOTLHING ARE TO BE IN ALGORDAN LE w/ 5260 BSION 0 1N AGGORDANPROTECTLEhw%62603EA MET.2 �ASP2603D3 SEELP2605A DEROG P22615 T FOR PIPES FIRE RATED ASSEMBLIES AND THROWH FOOTING5/ SEE PS ION WALLS B. PIPE E F,,,,ATIOIJS ER B)GFV,NH FOUNDATION WALLS ARE TO BE COVERS➢ w/ A SLEEVE 9 AINCE PIPE SUPPORTS'eARE To COMPLY w/ SESIRE TSP2605 TABLE DROOL ABLENES, EXCEPrLEA PIPE 15 NOT TO BE USED PIPE MATERIALS ARE TO COMELY w/ SEDT P2600 IES A5 SHDWN ON ELAN SITE NOTES HALL 5 GABLE ROOFS SALES ROOFS HIP ROOFS 2 SINGLE L NUL; IFLC- STATICII SPICKS gLAF!MS ARC ALSO TO BE INSTALLED IM1I CELLAR fe 5 10.1 p0• S e < as•) (lo• i O 30°1 A 0 STALL BE ulrekcOlwECTED so THAT THE A67UATIOnI OF ONE ALARM WILL LLAR E 11 ALARMS IN AIP5111 POLE w/ 8911 POPIER 5CHOL FOR SMOKE ALARM SYSTEM 15 1 PITCH GRADE AWAY FROM BUILDING TO LOMPLI w/ 15 111 2 PROVIDE DRY HELLS AS REQUIRED. 0 9 AT LEAST ONE FE 11 FIONOXI EER ONTO pF PROVIDED IN EACH ➢WELLING UNIT, 5 ALL TREES WITHIN IS' OF LONSTRL'LTION TO BE PROTECTED J pd HAILS ®6" o/c O IJ THE IMMEDIA FE VICINITY OF BEDRCOM5 ON FLEE FLOOR LEVEL. THE CARBON O O �\ yICPIO%IDE ALARM IS TO BF LISTFO 'I LABELED AS LOI LYIIIS rv/ UL 20344002 5Tp, 4 ANY LANDSCAPING DAMAGED BY LONSTRIILTION OPERATION 541ALL PND F) O BE IN5TALLEp PIJp NIgIPITAIMED IN ACCORDANCE w/ BE REPLACED AS REQUIRE➢. O =ICd I'IAILS ®6" o/c M1 h ry hIDo FAONRER5 WSTRUOPONA = ICd NAILS e 6" o/c 10 5 10°l (10' e O < qsq (10° 5 O 309 I 5. ALL CURBS SIDEWALKS ETC, PAMAGEP SHALL BE REPLACED W/ PLE00 CONSTRUCTION APHE51vE _ E._EGTRIGAL NOTES (IJOTE - 4b" IN ALL GASES) EXCAVATION NOTES AOL AL If ALL II. UN K SHALL HALCO t WITH H L CpMPLE NATUM1IAL ELECTRICAL CODE AND I, EXCAR VATION CONTRACTOR TO EXCAVATE TRUE TO LINES ANN GADES 2, ON NEW FORD OPEN NOR. BASE HIF 14A A TO SPL TO LEE d.0 AND sERVIC LEVELS. E 5, LRIVE H 2. A T II IRII G TO BE MIIJ 14 ALTA, ALL OP SOIL TO VIL BE STOCK PILED FOR FUTURE UTURE U5 A 4 CJIIV 1 MATERIAL E ALL B(cAVATE ➢ GOOD E IIEI ICE OUTLETS TL - ER AL NEEDED FOR BE IF hF F UIJ O BALK FILL TO NOTE: ALL MECHANICAL CONNECTORS SHOWN IN DETAILS ARE MANUFACTURED E5 NOTED I ATIN6SE BE STOCK PILED SEPARATELY, NOT 1.EEDED 5, PROVIDE GRCIIIID FLLILi Ill![RRUP TEI2 011 {LC -TS aS PER LODE MATERIAL AIUJ UNACCEPTABLE MATERIAL TO BE LEGALLY REMOVED FROM SITE BY USP STRUCTURAL CONNECTORS - OR APPROVED EQUAL, UNLE55 NOTED CIRICAL LOIJTRAOTCF IU PkOVIpE HnOItUP4 FOR V STING AND AIR BACK FILL SHALL BE S ALSO IN 12" LIFTS [ LOMPAGTEO TO 1D% IF colt➢InorvHG 5rsreh5. MODIFIED PROCTOR PENSITr T ELECTRICAL LCNquLTOREnsRAnCNs TJRDuc+l BLnLpING srRULNrzAL REINFORCING NOTES GJMPOIJENTS ML6l ON1E OF tII SECT 13502 TEES TO RIDGE GONNEGTION FLOOR TO FLOOR CONNECTION OPTION 'A' 6 FLE DoE E311IT,sNANCE LIEARANLE AFuIHO CIRCUIT BOX, SOLER, ETC BNOT REQ D. AHE! 9 CIE B CAL GOIITRALTO( 10 COORDINATE INpH OTHER TRADES, ALL REINFORCING BARS TO BE OF THE DIAMETER SHONPI DEFORMED INTERMEDIATE GRAPE IJEW BILLET STEEL CONFORMING TO ASTM A COLLAR TIES ARE �� OPTIONAL IJAILS 615 GRADE 60 HAVING A DESIGN STRENGTH OF 68000 651 USED 9 I6" o/c ST (1-JOOD sMrzu1KA6E /P ID _e Nr rH DESIGN LOADS 2 TYPICAL LOVER FOR ALL REINFORCING BARS BE THREE BH) HOLES �� NIAY OCCUR AND PEOFIJ I_OAp5 ARE IPI LOMPLAICE In/ BOT'OPIS 83013, 83014 A 3015 BOB BARE PLACED A6AIN5T EARTH AND 2" FOR BARS PLACED LEADS- CJ DF OF RIDGE \ \ GHUSE STRAP TO r� ' � FOO GADS ALL OPIATE TEFL CTICNS uONIPLF w/ SECTION R301 a A6AINST FORMS UNLESS OTHERWISE SHOWN (,1/12 r- BUL BLE OUTI'IARLr, _ .TION LOAD - - 49 IF -TABLE 83012(5) RE51PENTIAL CODE OF VY,S, (PAGE 31) 3. ALL BARS TO BE CONTINUOUS UNLESS SPECIFIC LENGTHS ARE 5HOWFI L5260- 6l5 Ibs. UPLIFT G r DEAD LOOP - IT OFF ALL SPLICES TO BE FORTY ENCE BAR DIAMETERS MIN (1) I6d IJAILS INN RIDGE ATTIC LOADS 9 WELTOP WIRE FABRIC (WWF) TO BE 6" x 6" SPACES, NO x TO GAUGE (T) 16tl NAILS THAT RAGTER �- �� _=� STORAGE 2O PIF -TppLE 4-I gSLE (PAGE 13) WHICH SHALL CON515T OF COLD PRAWN MEMBERS HAVING AN (10) O HAI Ibs. UPLIFT �� // I ION 5FDAAbt IO PST ULTIMATE STRENGTH NOT LESS THAN ID,OCO PSI WWF TO BE PLATEN FLOOR LOA_'_ -FABLE q.1 ASLF (PAVE 13) AS SHOWN ON THE PLAN Ilol IDd HAILS uYfC RIDGE (l) ICd IIA ILS INFO RAFTER 12/12 % e LEAP SPAhI LIVE LOAD JV F5F 5 ALL REINFORCING TO BE SECURELY FASTENED TO RE115T MOVEMENT ➢FAD LOAD - I1J P3F -TABLF 4-1 A50B (PAGE 13) DURING CONCRETE PLACEMENT T! P G/\L STA24 _ CIALL LOADS. 6 HELPED WIRE FABRIC OF ELVIVALENT STEEL AREA MAY BE 5TA24- 9B0 Ibs PLIPT '� �� DEAD LOAD— - 15 RF SUBSTITUTES FOR ANY REINFORCING BAR GRIP L'nI,FLL L HD_ — 11 MPH CONCRETE NOTES VO 6A Ilyx_a• i FROM FIGURE C+ nxE/PP6L 401 1161 ICd PIAILS FPUM FIGURE Ro 51214) YLIDPN IAL COPT OF IL' 5 (PAGE SO) UPJF T PANE DMOTURE pLATEC-ORY 1, ALL CONCRETE TO BE f c = 3600 PSI s 26 DAYS UNLESS OTIAERN15E NOTED ETC LENOTI I FROM AT 4 PA LOOP FRAME L0115TARI RIF MANUAL -CONG STEPS TO BE 3$OO VG B 25 DAYS " NIIU _� _ SEISNIG LOAD LA rEGORN G 2 ALL EXPOSEN CONCRETE TO BE AIR ENTRAINED FPOM LOA R3o1 ?f2) P'SIDEnr1AL Lop C- OF N N 5 (PAGE 2a) 5, 5,L VALUE ASSUMED AT =4 TONS PER SO FT AT DEPTHS NOTED SOIL CONDITIONS TO BE VERIFIED PRIOR TO LOIJSTRT(D ON. FLOOR -To -r -_O % CLIMACTIC S GEOGRAPHIC DESIGN CRITERIA -301.2(1) WATER HIS UP OR PROPERTIES IN LL05E PROXIMITY TO BEACH' LAVAL' L5268 B TMU26 e m WATER ETD TO PROVIDE HI5 OFFICE IwH TEST HOLE DATA BY �/ INSTALLATION ©'`I 2/r_ DEc.� --IroDERgre LIGEMBED OR CERTIFIED SOIL M1ECHAnnL TYPICAL LIGHT SLOPE HANGER W TERMITE,- -F=I, tiERaTE 4. BOTTOM RExrERIR FOOTINGS TO BE 3'-0" MINIMUM BELCH GRADE FLOOR TO FLOOR CONNECTION OPTION FR05F LINE DEPTH 36 IVILFIN IIB5 5. ALL OTG5 TO REST ON VIRGIN UNLE51FO2BEN SOIL, N rJTALLAT ON Q 6 a/G 'B' LINTER DEOIN TEI-0P. II' F 6 STEP FOOHIN65 ➢OWN A5 RAISED MAXIMUM STEP FOOTING55HALL SIZE OF HANGER DETERMINED ➢Y 51ZE OF RAFTER T I P. GO' l\ EGT ON F{%R T' IO ICE ONELD - - REGVIRED BE ONE VERTICALLY TO TINO HORIZONTALLY WHERE ELEVATIONS CHANGE. "I WALL FORM5 TO REMAIN IN PLACE IN PLACE 3 PAYS MINIMUM STORY APPL IGATIONS NAILING xHEDULE ISO M.P.H. WIND LOAD 6 OURS ANp FAIL ALL 5LAB5 ON GRADE INION 2 COATS Hl CLEAR SEAL OR EON AL FROM CIFLM-9S DOES FRr4rIE CONSTRUCT lob 9 OONLRETE CONTRACTOR SHALL PRCNIDE ADEQUATE BRACING FOR ALL OST ANCHOR DETAIL A5FFrM SHEAR MALL 'EowIEIIT SINE ' MANUAL FOR ONE R TWO FAMILY DW LLIh165 WALL5 A5 REQUIRED TO RES15T WIND AND CONSTRUCTION LOACA NSPEGT RATIO FVL-< 3'h JOIIII pESdRIPI pN 10. PROVIDE SAWED OR KEYED AND FORMER CONTROL JOINTS FOR SLAB5 W2 NUMBER OF NAILS NAIL SPACING AND WALKS ON GRADE. AT 20'-O' MAXINIJM IN BOTH DIRECTIONS NULL HT fHl 5E6ME T hJISTH (1`II ROOFT ANJIJ' RAFTER TO TOP PLATE f FCE-NpLEN II. PROVIDE SLEEVES IN FOUNDATION WALLS AS REQUIRED FOR ELECTRIC, 12" TO 16" 5PACIh1G PER RAF-rER PLUMBING MECHANICAL, ETC COORDINATE WITH OTHER LONTRALTOR5, f3) Bd COMMON pRAWING5, BASIC IEC, ETT. -- 2 24" SPACING 12 CONCRETE FWi ➢SCION WALL5 TO BE CAST MONOLITHIC NO (5) ad COMMON HORIZONTAL JOCIE SHALL BE PLACED IN WALL5 0 o J ^ - LEILIII: Jr'IAJ TO TOF PI ATE OFF FAILED, 12" o I,, 13 ALL EXPOSED LONRETE'LADS TO RCLEI VE ARCHITECTURAL FINISH AND NIN N/ o UPHDE 111151 .a-/"eTCN TO I6" SPACING PER J015T SLORIFI6 AS PER PLANS AND SPECIFICATIONS. TF PICA "UN i 2 0 24"6dPAACINGo GON 4 40 DEGREES NO CONCRETEP OR LE95'e NO GCLNILRETL BE E SHALL BE CASTMED 11" ON FROZEN SURFACES ,O HOLDOb Fr! 1 IIII 11`I�, �" FHREAGIEC PCL - (5) ad COMMON 15 NO ADDITIVES SHALL BE PERMITTED WITHOUT WRITTEN PERMISSION FROM ARCHITECT 6 ALL FOOTINGS TO BE 0" OR 6" PROJECTION ON EACH 510E OF FOUNDATION IJALL LE!L!!IC JO! B TO PARALLEL NOTES (FACE -NAILED) (SEE TABLE 51 DELON EACH LAP MIN, (2) F14 DEBARS LOPITINUOUS, UNLESS OTHERWISE NOTED (SEE PLANS). 2 ' - CEILING JOIST LAPS CVER PPRI➢ONS TAIFF-HAILED) (5EE TABLE 3l FELON EACH LAP 1 PROVIDED, HONE 2"x4' KEY BETWEEN FOOTINGS AND FOUNDATION WALL, PAU �/ I Y' BLUC00 LAF! TIE TO RAFTER FA6RIAIINNS-EFT) (SEE FABLE 31 BELON) PER TIE I6 ANCHOR BOLTS TO BE HOOKED i" DIAMETER x I' -O" LONG ®23" OL MIN ��I'v\>//� L BL0..4^INR TO RAGWR INEh'A_ED) 2- ad EACH END (WITH 2 AT EACH CORNER I' -O" EACH WAY 6 I' -1 -FROM ENO OF IC PLATE SECTION RIN B, ARD TO RPFTEP le10-NHLEN GTO PAU -N R3FB 2- ad C-ACPI END IN 19 CRAWL 5PACELE NO VENTS.EIN AOL RDANCE w/ R40D 16 ARE TO BE LOCATED WITHIN ICd NAILS ALL HOLES TOP ELATE 10 TOP PL AIF (FA,EHJAILEp)NIALL FFhI^IIID 3'-O" OF EACH CORNER OF THE BUILDING TOP DALES AT IIHERSELTIDIL(FAOE-NAILEDI 2-I 6dI PER FOOT 20 ALL FOUNDATION HILLS AT BASEMENTS TO RECEIVE BITUMINOUS WATERPROOFING LEDGER DETAIL Slue Tc SND (FACETWILED 4-1 6d JOINTS - EACH SIDE HEADER TO HEADER FACE-NAILOU LE 66 24" GAS CARPENTRY NOTES \ z"q' x 4%6" LONG ( I6d I6" 01 ALONG EDGES LA6 50L F5 b IL "G/L I ALL WOOD SILLS, BLOCKING, NAILER5, ETC IN CONTACT WITH \[ (2) AT EACH ENC' T^F' OF 5pTT019 PL PTE TO 5"'!J@JG-NIAI_BD) 2-1 6d PER 2x4 STUD MASONRY, CONCRETE OR FILL TO BE CIA PRE55URE TREATED, HURRICANE STRAP DETAIL F ICd IINL5 ALL I`OLES 3-1 6d PER 2x6 SND 2 PROVIDE ALUM TERMITE SHIELD x FILL SEALER AROUND ENTIRE PERIMETER 4-1 6d PER 2x6 STUD 3 ALL MAILS. BOLTS JOISTS HANGERS l FRAMING OONNCLIRS TO BE NOT-pIFPED GALVANIZED RT3OF BOTFL FI PLAIti TO ROOF. 101.{ B411NOIST [IIRICIST 2-I btl" PER ,COT 4 ALL JOISTS, RAFTERS, HEADERS GIRDERS SHALL BE DOUG FIR Pb B50 YPIGAL SUH<6FI OR ELOLDR1y(FALSNAILLP - gc115 Ibs UPLIFT ,� _ Ps1 MIN, snips FT BE MH HER FIR GI EAU DERS S1, �12) I6d NAILcJ ^ FLOCIR FRAMIIJG 5 ALL SHEATHING SHALL BE I/2" PSU5TA5 FIR EXTERIOR GRADE PLYNIOOp, 1 DEGk .OST TO J015T TO SILL lDP FLATS OR GIRa 1:2 ed PER .J'JsT Gov®Pod • 6' Oc z INTERIOR l INTERMEDIATE BLocKwb Polrvrs J ER (NE-IIAILELT) WITH 13 LB PI PAPER OR OELOTEX INFILTRATION BARRIER BRAO"He DE JClsr TOE I'AILcP,I ad EACH END PROPERLY TAPE➢ A SEALED TO -EDGER I'15T{'''LI" AILED) Bd EACH EJD b ALL SUB FLOORS TO BE 3/4" PLYW'JOD NAILED WITH TWIST NAILS a 6" OCBLOO�V BLOKII L`�TO JOIST (TOFFILDIDE FIG TO SILL OR I L STIE jfOEIJAILE➢! btl 1 ALL WALL LCY2NER5 TO BE MIN 3 GLICS NAILEP IL - 12' OL '�(; O/G LEDGER STRIPTOBEPFRFALFIWILEV) EALN BLOCK.�VSRI SJII LEDGER 1J BEAM O E-NAILEDJ 6d EACH X115T 6. HEALERS, TRIMMERS x VF 5T5 UNDER PARTITIONS TO BE DOUBLED BLOCK 51 UD TO FOUNDATION CONNECTION BAUD JOIST TO JOIST reuD-FULDN ed PER J015T BEHEEN XI5T5 UNDER PARTITIONS BLOCK STN➢ WALLS a v2 STORY 6tl PER J015T HEIGHTS 4 AT UNSUPPORTED EPEES OF PLYWOODSIMP501V NIST2I 2O 6A MET AL STRAP, ➢AND J015T TO SILL OR fpP LATE (TOE -HAILED) 6d' PER FOOT 9 ALL CAP PLATES TO BE DOUBLED 1 NAILED RUTH FAR m 12" 00 LAP CAP TY PIGAL RTI6T 12" MNL ON $TUD SURFACE D EACH ROOF SHEATH 11. PLATES AT CORNER. 10, HEADERS OVER BOORS AND WINDONS UP TO 3'-O" WIDE TO BE Gd2xb TRU55/ RAFTER TO DOUBLE ANCHOR BOLT 015" ODE STRLC ILEAL PANCAE Bd (SEE TABLE 311 FOR OPENINGS 3'-O° TO 5'-C• 05E PEGx6, UNLESS IHERwISE NOTED pAc-oNPL eogRD SNEA�HIG PLATE INSTALLATION @ I6ua/r I"x6 0 1"eA 11 FOR HEADERS OVER S' -O" LONG USE DOUBLE JAGK ENDS o TYPICAL LSTA3C^ 1 2 -Ed PER 9JERSBE "x1D" or VII➢ER 3-Bd PER `}IFPORT 12 MIN. BEARING FOR JOISTS, BEAMS I STUDS TO ALL 3 I/2" 13 PROVIDE SOLID BRIDGING MAX B' -O" OL IN ALL FLOOR CONSTRUCTIONGODS OR EQU VAL�NTJ ) CEILIIIb SHEAiIJlllb 14 PROVIDE COLLAR BEAMS TI RAFTERS Al PER STATE l LOCAL LODES p� CONCRETE PIER DETAIL 3 6YP`.nIM V+IhLLBOPrzC 5d COOLER5 T' EDGE/ 10" FIELD (16" R F AN-AMINE ABOVE ATTIC FLOOR) 6 W TO G -- 5, ROOF FRAMING IS DESIGNED IN ACCORDANCE w/ THE PROVISIONS OF LH 3 IRPP d NIHIL STRAP AROUND MW115HEATN1V16 OF THE Nq5 HE 6 IN 46"N x 3R," LONG LAC BOLTS FILL PL 0 AIJOHOR SOL F 6'"U p/G - Iy fr STRULIIIRAL PANELS ad 16 PARALLAM MIROLLAM OR WOOD 5TRUGM2AL MEMBERS TO BE AS FIDDE DeNED PANELS (SEE TABLE 3.9) MANUFACTURED BY III CORP OR APPROVED EQUAL. 15TP36- 1305 HN UPLIFT 1,'• PC 'r T/16" ad 3" EDGE / 6' FIELD 11. MATERIAL FOR STRUCTURAL MEMBERS IS TO BE IDENTIFIED IN ACCORDANOEw/ ROME I \ h• 16 6A 1'4'x36" LEDO? ad MATERIAL FOR LOAD BRG B) ICd IFIL . 1'' _ AT PSUIN NIPLLBOh P➢ 3" FEE / 6' FIELD ALLORDANOE w/ R6021 STUDS, PLATES, AND HEADERS ARE TO BE SILICIFIED IN Sd COOLERS T" EDGE / 10" FIELD IB. 5TRUCTURAL FLOOR MEMBERS ARE NOT TO BE CUT, BORED, OR NOTCHED IN EXCESS ANCHOR BOLT DETAIL HARDBOARD ad (SEE TABLE 34) OF THE LIMITATIONS SPECIFIED IN FIG RENO B CUTS, NOTCHES AND HOLES BORED IN L PARTICLLWARD PAIIEL ad ENGINEERED WOOD PRODUCTS ARE NOT PERMITTEP NJLE55 THE EFFECTS OF SUCH T (PIGAL L (511 TABLE 3,9) " © 4n 'PF DPJ \S FALLhT 0h DISC-C'I'I/.L BOAR➢,HEI.rNlll III AGLOROANLE w/ RBO2BSASNp DRILLING IDNIOT6HINGE ARE ALSO THE COMPR'Y Ad -ICHOR DOLT-TO-F'Li -FE 0 _'IIOtF 3-5d PER SUPPORT I9 IN ACCORDANCE A/ 2-8d PER SUPPORT RI (IF SECTION REIF2 REQUIR D 6UAII FOR HANDRAILS ARE TO HAVC- T ;'� \ 'I FLY I'P SIIEPTHIPIG 6AP5 THAT DO NOT AI LOW PASSAGE OF A 4 N SPHERE t TO STUD C,OI INF_GTI G1Pd t I ?Ly'P STRUCRIRAI PAIII L` 2C STAIR CREATE SHALL BEI THICK CLEAR OAK. UNLE55 NOTED ESURF 12 FIELD 2 HALL d VELIN, F1,1111 ARE TO �'F �� c' T ISLAE ON GRADE, ET-, "`" "N \ RACOIIAL SCAREEr`-H'EAHIPH Od NN SHALL BE CLEAN MATERIAL b"EDGE /V FIELD AIL I' ad2 THAN 200OF LESS �d INIFEDY, INAOCCGTAIJCE BE,IV ADICKS A LAME DEVIFFELOPED EDINDCLASS1EIGNC7GATION GREATER THAN 450, IN AOCORDAIJOE w/ 83142 TE51l METhIOD OM ST COMPL INDEX POIN 3'TAASIA THAN , N V�{ \ U^HpB 350E IDs UPLIFT �j 6 "v9" 2 -ad PER SUPPORT 23 ALL CLOSET SHELVES TO BE CLEAR FINE UNLE55 OTHERWISE NOTED SCP.EI^L, 11 IF VIIDER 3-8d PER SUPPORT 24. PROVIDE IT° WOOD CLOTHES ROD IN ALL CLOSETS 1 - Ji FOR CC WOOD - 9F INAL REQUIR INCA ARE f15ED JII HALL SHEA N'HI611AILF b" ON -CENTER AT THE PANEL EDGE 25 CERAMIC TILE SURFACES E INSTALLATION ARE TO COMPLY w/ ERIS 4, OTHER FINISHES FOR CORIIF-0I TO COMPLY w/ 81025. ! 8102 b. TYP I GAL SHAG UPLIFT oPElllllv5 L' -v" Drz IF {^FALL 51-EATHIII,-+ L AlILC-L" OII-CCH fER AT THF PANEL EDGE TO OBTAIN HIGHER SHEER CAPACITIES, 'V IAITHI RF JIR EI ITS FOR °RULIIRAL MEIMpEFO SHALL BE DOUBLED, OR ALTERNATE 60NNE6TOR5, SUCH p/�/� GONNEGT ION I N5TALLATI ON CREATED f As 5HEPR PLATE, TALL BEISED TO 111 1111,11 UI THE LOAF PgTH iWyFING / SIDING NOTES i-' WHEN I'VPLL SHEATHIIIC 15 r0111IUOu5 OVER G! LIIIEL.TEP MEMBERS THE TABULATED W115ER OF NAILS SHALL BE CERI'IITIE ➢ TO DE RFINI TIJ LIbd MAIL PEN F_'Jl I ROOF COVERING MATERIALS ARE TO COMPLY w/ SECTIONS R902, R9O4, A 1905 ANp GIRDER TO 5.5.P. COLUMN DETAIL 'A' GIRDER TO 5.5.P. COLUMN 1 DETAIL 'B' FALSE 24 NEPAL TE1451011 CAP TABLE 3T RAFTERS CEILING J015T HEEL JOINT CON cr10N ARE TO BE 1NDENTIFSD ALLIRPANCE w/ 89044 ROOF DRAINS ARE TO BE INSTALLED _LOIINELTION REGUIREI NTS IN 0IIREFIERF, FOR 20 PAF ROOF LIVE LOAD IN ACCORDANCE w/ 89034 LRPWINGS AND DETAILS TO BE SUBMITTED POOP P00F P41ESF NIJDSPEI9 2 ASPHALT SHINGLE UNDERUYMENT IS TO COMPLY w/ SECTION Rg0523 SELF SEAL PI CULL FEE, (FT�IlU (HI_I' ROOF SPAN (FTJ STRIPS AND FASTENERS ARE TO COMPLY wl R90524 A 890525. DETAILS OF ASPHALT D � � SID 12 ; 12 20 25 36 SHINGLE ROOFING INSTALLATION ARE TO BE SUBMITTED FOR ROOF SLOPES OF 4/12. 0 0 " Kc \ 16 ; ELOPED RAFTER REQUIRED NUMBER OF I6dDOUBLEUNDERLAYMENTISRFp IN AGLORDANLE nU 890521. THE ftE0'p UNDERLAYMENTI�-t0 SLUFF SFALIM1,6 (ICI) COMMON NAILS PER NEED DO IS TO CONFORM w/ A5TMD226, TYPE F OR ASTM ATOM, TYPE I IN ACCORDANCE w/ R9O52 5FLILE'°+ 3 FOR ROOF 5LOPE , ICE PROTECTION THAT CONSISTS OF AT LEAST 2 LAYERS OF q1 4 5 0 11 UNDERLAYMENT CEMENTED TOGETHER, OR A SELF APHE5111 POLYMER MODIFIED RUFF ER 12 16 5 B 14 SHEET ISTOBEUSEDI I5TO EXTEND FROM THE EAVE5EDGE TO24"MIN INSIDETND ._ A6" 6ALVAIHIJ FE, �f I6 1 24 1 II B 21 EXTERIOR WALL LINE OF THE BUILDING IN AOOORPANLE w/ BNO52T I va :O 12 3 5 6 0 4. FLASHING MATERIALS ARE TO BE OORRO51ONFRESISTANT AND INSTALLED IN 6 4 6 B 11-F-11NOE w/ 8103 B, 8903 2, EMO32 B !U 1 24 5 9 12 16 5 HOUSE WRAP MATERIAL OR BUILDING FELT A IT'S INSTALLATION ARE TO COMPLY w/ SHIA 2 L 12 3 q 5 l b WEATHER RE515TANT SIDING ATTAOHMEFR AND MIN THITKNE55 ARE TO COMELY w/ 81034 ._ONTII IUr+U- II LE) -I dl- + 112 216 3 5 1 9 4 0 INSULATION NOTES b 3 4 5 GAP!D _ rLCG SERI ECJ OF F ' IJ 216 3 9 5 6 1 ALL EXTERIOR WALL5, ROOF 4 FLOORS OVER UNGIMPITIONEL SPACES J6 q 3 3 3 4 ALL LL BE BIL ON WARM INSULATED1 EEL CARE SHOULD BION 10 E TAKEN NOTSS, ECIL TO TEARFACE OILVAPOR BARRIER. ad NAILS ALL HLF.S STr`NDARD [3'A`E'E F'I ATE`i ) ii. F'--+ 1 I. 16 3 3 4 52 ACOUSTICAL INSULATION TC BE PROVIDED IN FALLS, FLOORS AND GIRDER/ POST/ FOOTING CONN. RIDGE TO WALL CONNECTION __ 6 __ ILIN _ - 1-� 24 3 q 6 1 GE6 AROUND ALL BALLROOMS AND MECHANICAL ROOMS. 612 ;12 12 3 3 3 3 3 PROVIDE PERIMETER INSULATION PS PER CODE AT ALL FOUNDATION WALLS 16 3 3 3 4 4. R -VALUES ARE SHOWN ON 5EGTIONS 6 243 3 q 6 5 MOISTURE VAPOR RETARDERS ARE TO BE INSTALLED ON THE WARM -IN- WINTER SIDE OF E GIRDER - DOUBLE STIJp 'O JNLIHL F'EITIIREf IENT5 SHALL 2E PERMITTED i0 BE INSULATION IN ALL MALLS/ FLOORS/ ROOFS/ CEILIN05 IN AGCORDAROE w/ SECTION 8322 RIDoE /4 RELUCI=D 2% JF IIAIL5 ARE CLINCHED 6. RETENTION MATERIAL 6 TO COMPLY w/ SECTION 8320 AND 15 TO HAVE A FLAME 51FAD :L1 'HEEL J51NT • 1 LOIII ELOACCI ARE NOT REQUIRED H- _ WCN THE RIDGE [5 INDEX NOT T O EXCEED 25 W A SMOKE - SUPI'FIN - DEVELOPED INDEX . TCD BT 4 LOA � NOT TO EXG 32 DFORT 11 WALL - ETV NOT ERIE G ' �[ .HEADER OR RIME DEAN M METNOLS MUST A COMPLY w ARM FI '-' S / 5MEB4 STD A F'IC L _LH_..P ALL ExaosEpH saTMM NON ATTIC F _ •N'EIV ICED( l_ Ai- L COORS ?L FDI C SUFPoRT OF I ARE to HAVE - THE RAFTER IS FR E MIN CRITICS PROVIDED pY VERTICAL L RADIANT Flux __ L OF 012 WgTT KGG SERIES GOLUF'IN .AP /LMS TESTING TO C - STRurS DR we w BE CARRIED — L s rD A LTADe r our PARI IG WALL THE T A5 PER ASTM " E AELLATED HEEL 1910 5Tp E I -bP XFER 01 IPISULATI 0 NG FINISH SY5T N II I�TTA A J,.1ur Ac4Hl -T E TO coMPLrw a LL TIOhd to Irn1 REQNRB IEry /810.3.9 ICd NAIL_ ALL 11aLE5 1 NRI I1 HOUVMN IT HAITI He MADLY TOTTNfHRfOICnollFOR CFP IN eE WINDOW AND DOOR NOTES Ibd IAIL5 II IFJ FINI- ALL HELL I' L' 20 'ECUIVA! EIR rlAll III6 PATTEP.NS ARf REQUIRED FOR CEILING J015T L HOOD POST Cr I`VE IIAIL5 II ITC RIDGE All NAE' 24 H)'&IILIN(, JOJI51 LAI 1111,11 . i..... AU SERIES PoSF ADO IDR !\ RADEIE ) ?i'i.1IT CONCRETE FOOTING A 3 3n -1 SHALL PE WE BY -TIE LLOWIRi FACTOR i5ncwl�cTncn I 2 RAF TC -RE+ LFII p,c HEIGHT/ GHl 5/(^ 3/S 3/9 I/i I/6 1/10 NE6TId11 e 500 4OET 3 LTOR' 200 I`b 1,33 125 120 III f F-,C'-TILEi CF: I >� MR. '10GI_I _/(.)I J I0LL"I, —APIOHOR BOLT \_I " UPLIFT CONNECTION FLOOR TO FLOOR G FDR OPENINGS) (GANTILVER GONDTIONS) IDISTALLAT ION 916 INSAA1 _ L_ LS TL f IGAL I�ST2Pl 20FIGA 0TA2i 900 IRS UPLIFT LIFT CA o" 24 -YAA4 -Ho UPON©IFJ"O/G IIEI (16)IOd NAIL ICd NAIL CRIPPLE STUD PROVIDE I310CKINC. UPLIFT OONNEOFIOIH A REsO N EA END OF HEADER N U, BOOT OM CF HEADER STUDS, IN ADDITION TO CONNECTORS o HALL STUDS 4 6 TOP I BOTTOM OF CRI PPI ED STRAP 0 + I I I EACH STLJ1 EP IIT ELE'ATi1011, I II1'TE? AI IE' DETI o AND SLJLN+6 6LA55 DOORS TO BE VINYL CLAP wo00 6P GLASS, CONFEN5 4 LOOKS AS MANUFACTURED BY R APPROVED EQUAL SIZES AND TYPES AS INDICATED ON 15 OTHERWISE HOTEL R DOORS TO BE INSULATED METAL, AS MANUEACNRED RK, STANLEY R FOAL BIBLE AND TYPES AS INDICATED LILLY WEATHER-STRIPPEP, LOOKS UNLE55 OTHERWISE NOTED 2 DOORS To BE 13/4" THICK HOLLOW CORE, PLUSN ALL DOOR JAMS AND B KS TO BE CLEAR PINE dote' e e I -II -OS CE' G SPR e"' draAUT by « , DIANA 60ME7 `ob no. Spy 02205 -L2 -M r e L, dwg no OF Isar®la' E. C;ebharIb Architect 363 North Wellwood Avenue Llndenhur5t, N.Y. 11-75-F 631-226-3708 FAX 226-3088 HE6ARGH(gA0LG0M 10",P GONG FT65 MIN 3'-O" BELOW TYPICAL 2x12 AGO 44'-6" 30 _5„ GALV. I AREAWAY TYPICAL MgtIM DC -EP DRYWELL '. N b z - y( o 0 30x&0 UP II N 4- / - a N m /, 4" CONCRETE SLAB WI H 6 6 >fl0/10 hIWM - f< (2)2x10 AGO' L � r.r. v''r'r'vrr 'r .' v' Q3'D HANG T x L4 BOILER — — — — — 4" GONGRETE SLAB ��,8'li' m WOVIII 1.; 9ul'' N +F PAINT- _- OVER 4MIL F V G, 10"m GONG FT65 VAPOR BARRIERS N x ;;51 2x8 AGCN LEDGER �P N MIDI 3'-0" BC -LOW GRADE BOLT TO HOUSE — VAPOR BARRIER HG D ttl (O TYPICAL 41: x •! N ® (2)2112 2x10 AGO LEDGER i (2)2x& AGO (2)2x& AGO 44'-6" 30 _5„ GALV. I AREAWAY TYPICAL MgtIM DC -EP DRYWELL '. N b z - y( o 0 30x&0 UP II N 4- / - a N m /, 4" CONCRETE SLAB WI H 6 6 >fl0/10 hIWM - II II BASEMENT FII•I, FL. 6" 55 SCALE %a" - 1'-0" 2)13&"AH-Pa"M.L. GIRDER lF N � 'M d �'f I t: I J�-( WyMy L � r.r. v''r'r'vrr 'r .' v' V HANG T x L4 BOILER x 4" GONGRETE SLAB N m 6 WITH 6x6 #10/10 INWM N +F PAINT- C OVER 4MIL F V G, 10"m GONG FT65 VAPOR BARRIERS N x m �P N MIDI 3'-0" BC -LOW GRADE ay VAPOR BARRIER HG D ttl (O TYPICAL 41: x •! N ® (2)2112 2x10 AGO LEDGER i (2)2x& AGO (2)2x& AGO BOLT To HOUSE -3)2x& , A GO ;:..;'v:,o „r - - m— — — — AJr-1012)2x5Y' 2x12 AGO v - _ _ STRIhIGERS 39'-10" A JN C�ATV`d (3)13/4"416"M.L 72A�\� 4V4, � GIRDER _ _ POCKET L � � L - J L i -1 � B k', 22-4" '✓'-O hUf i 8.:. L N ` PROVIDE 5/8" N N nK 4 FIRGODE SHEETROGK E ABovE BOILER s' -o' o o BASEMENT <r., ALL DIRECTIONS PRL II II BASEMENT FII•I, FL. 6" 55 SCALE %a" - 1'-0" 2)13&"AH-Pa"M.L. GIRDER lF N � 'M d �'f I t: I J�-( WyMy L � r.r. v''r'r'vrr 'r .' v' HANG L4 BOILER N 4" GONGRETE SLAB N m - TAPE, SPACKLE II II BASEMENT FII•I, FL. 6" 55 SCALE %a" - 1'-0" 2)13&"AH-Pa"M.L. GIRDER lF N � 'M d �'f I t: I J�-( WyMy L � r.r. v''r'r'vrr 'r .' v' HANG BOILER N 4" GONGRETE SLAB T• - TAPE, SPACKLE WITH 6x6 #10/10 INWM 3+jq +F PAINT- C v 10"m GONG FT65 VAPOR BARRIERS " x m �P - � MIDI 3'-0" BC -LOW GRADE ay PD IVOOD 2x10 LEDGER - HG D ,y o (O TYPICAL r5 •! N ® I��L 2x10 AGO LEDGER (2)2x8 AGO (2)2x& AGO (2)2x& AGO BOLT To HOUSE II II BASEMENT FII•I, FL. 6" 55 SCALE %a" - 1'-0" 2)13&"AH-Pa"M.L. GIRDER lF N � 'M d �'f I t: I x10 C J. ©I6l'o1r, WyMy L � r.r. v''r'r'vrr 'r .' v' r Illy "SHEETROGK 4" GONGRETE SLAB T• - TAPE, SPACKLE WITH 6x6 #10/10 INWM 3+jq +F PAINT- U v 10"m GONG FT65 VAPOR BARRIERS FEL—'F001-1 F3EE')F-G(')1`/I MIDI 3'-0" BC -LOW GRADE PD IVOOD 2x10 LEDGER - SA,rm TYPICAL N ® I��L (2)2x8 AGO (2)2x& AGO (2)2x& AGO -3)2x& , A GO ;:..;'v:,o „r - - m— — — — AJr-1012)2x5Y' 2x12 AGO v - _ _ STRIhIGERS 39'-10" A JN C�ATV`d 72A�\� II II BASEMENT FII•I, FL. 6" 55 SCALE %a" - 1'-0" 2)13&"AH-Pa"M.L. GIRDER lF N � 'M d �'f I t: I 4'-D" 1 la, 5GALE 14„ - I,_0'' FIBERGLASS SHINGLES OVER 30# FELT A'' PLY WOOD 2x10 RAFTERS @I6"O G HURRIGANE STRAPS (BOTH SIDES) ICE 5HIELD PROVIDE ALUMINUM �V GUTTERS t LEADERS •� DOUBLE 2x4 TOP PLATE---,', Ixb FASCIA VENTED VINYL SOFFIT 2x4 STUD WALL®16N'O c A"PLYWOOD 30# FELT O R-13 INSULATION VINYL SIDING OVER 3W' FOAM INSULATION BOARD R-4.1 2x4 BOTTON PLATE I O" 2x6 AGO SILL PLATE OVER SILL SEAL 6 TERMITE SHIELD ANCHOR BOLTS @ 6-O' 0/0 SEE DETAIL e°x16" CONCRETE FOOTING W/ 2x4 KE—YINAY� 4"GONG SLAB OVER 4 MIL TV( - VAPOR VGVAPOR BARRIER- RIDGB VEI[I I -.�. 2x12 RID6E— V --2x4 GT 316"O/C. w e r dlo li.p n �,in,vV 1i, irV, (TVIC-1 LA r ERS OFF w 1115-L) x10 C J. ©I6l'o1r, WyMy iwvuru a i:rvuv'u r.r. v''r'r'vrr 'r .' v' --2XL I J Illy "SHEETROGK 4" GONGRETE SLAB T• - TAPE, SPACKLE WITH 6x6 #10/10 INWM °h +F PAINT- OVER 4 MIL PVG VAPOR BARRIERS FEL—'F001-1 F3EE')F-G(')1`/I PD IVOOD 2x10 LEDGER - SA,rm 4'-D" 1 la, 5GALE 14„ - I,_0'' FIBERGLASS SHINGLES OVER 30# FELT A'' PLY WOOD 2x10 RAFTERS @I6"O G HURRIGANE STRAPS (BOTH SIDES) ICE 5HIELD PROVIDE ALUMINUM �V GUTTERS t LEADERS •� DOUBLE 2x4 TOP PLATE---,', Ixb FASCIA VENTED VINYL SOFFIT 2x4 STUD WALL®16N'O c A"PLYWOOD 30# FELT O R-13 INSULATION VINYL SIDING OVER 3W' FOAM INSULATION BOARD R-4.1 2x4 BOTTON PLATE I O" 2x6 AGO SILL PLATE OVER SILL SEAL 6 TERMITE SHIELD ANCHOR BOLTS @ 6-O' 0/0 SEE DETAIL e°x16" CONCRETE FOOTING W/ 2x4 KE—YINAY� 4"GONG SLAB OVER 4 MIL TV( - VAPOR VGVAPOR BARRIER- RIDGB VEI[I I -.�. 2x12 RID6E— V --2x4 GT 316"O/C. w e r dlo li.p n �,in,vV 1i, irV, (TVIC-1 LA r ERS OFF w 1115-L) 2x10 F J @IJ"O/G--- SHEETROGK -TAPE, SPACKLE _ -STAIR BE1"OFIp e PAINT _ 001"1 L , 31" P Li NocA L, x10 AGO LEDGER fpr 9�'1'' 7 ��VVi�V,iu i(, 111G,11rr 1�,1 m 1, 11'���III�, V,iVI, iVVgv VV 14',1 w. a{{!V '�,M �1'1�'N 1417 V A r' H 'i+i VIv V' 2•:12 F J rtTIG'O/G L 7�M L GIRDER 7 L7 �L� III PROVIDE 4` ""'ll 1111 5S,P LL I x" HANDRAILS I III I 3A�EP-IEN T � i lj 111 I 8" GONGRETE FOUNDATION WALL W "IPE HANDRAILS - - BEYOND 11 STAIR l srEP PN FooTINe ^�� BEYOND_ BA5EIAI FIN. FL AS REGUIRED— ) i _ -'-K--- 2_Dmx4_G - PEEP DRYWELL 5-0E E-22VTI0N, ( 12-2-T SCALE 46" = 1'-0" FR'GF O -,L -L) F-5IDE,ICIE FOR FGIUNDATION PLAN, SECTION AMD FI_E✓ATIOI IS R r 6'-0" 8 AGO 6,010 I I I Oi z l I I I m a LJ LJ PROVIDE FLASHING FIBERGLASS SHINGLES OVER 30N FELT d V'," PLYWOOD 2x8 RAFTERS @ Ib" OIG 2x6 JOI5T5@16" CIA ICE SHIELD PROVIDE ALUMINUM GUTTERS $ LEADERS HURRIGANE STRAPS Ixb FASCIA 6x6 WOOD POST VENTED VINYL SOFFIT CEDAR OR VINYL RAIL SYSTEM WITH 2x2 BALLUSTERS 9 5" COG 5/4x6 CEDAR DECKING 2x12 AGO STRINGER (2)2x10 AGO 6x6 AGni POST TEGO POST ANCHOR (SEE DETAIL) SCALE %4" = 1'-0" Hora®6 F. r-Gebhord ArcHitect 363 North WeIIWOOd Avenue Lindenhurst, N Y. 11151 631-226-3708 FAX 226-305b HE6ARGHgAOLGOM dote drawn by. DIANA 60MEZ job no: 02205-12-M �diI no: H3 J OF Q x10 C J. ©I6l'o1r, WyMy iwvuru a i:rvuv'u r.r. v''r'r'vrr 'r .' v' --2XL I J "SHEETROGK - TAPE, SPACKLE O w +F PAINT- FEL—'F001-1 F3EE')F-G(')1`/I PD IVOOD 2x10 LEDGER - 2x10 F J @IJ"O/G--- SHEETROGK -TAPE, SPACKLE _ -STAIR BE1"OFIp e PAINT _ 001"1 L , 31" P Li NocA L, x10 AGO LEDGER fpr 9�'1'' 7 ��VVi�V,iu i(, 111G,11rr 1�,1 m 1, 11'���III�, V,iVI, iVVgv VV 14',1 w. a{{!V '�,M �1'1�'N 1417 V A r' H 'i+i VIv V' 2•:12 F J rtTIG'O/G L 7�M L GIRDER 7 L7 �L� III PROVIDE 4` ""'ll 1111 5S,P LL I x" HANDRAILS I III I 3A�EP-IEN T � i lj 111 I 8" GONGRETE FOUNDATION WALL W "IPE HANDRAILS - - BEYOND 11 STAIR l srEP PN FooTINe ^�� BEYOND_ BA5EIAI FIN. FL AS REGUIRED— ) i _ -'-K--- 2_Dmx4_G - PEEP DRYWELL 5-0E E-22VTI0N, ( 12-2-T SCALE 46" = 1'-0" FR'GF O -,L -L) F-5IDE,ICIE FOR FGIUNDATION PLAN, SECTION AMD FI_E✓ATIOI IS R r 6'-0" 8 AGO 6,010 I I I Oi z l I I I m a LJ LJ PROVIDE FLASHING FIBERGLASS SHINGLES OVER 30N FELT d V'," PLYWOOD 2x8 RAFTERS @ Ib" OIG 2x6 JOI5T5@16" CIA ICE SHIELD PROVIDE ALUMINUM GUTTERS $ LEADERS HURRIGANE STRAPS Ixb FASCIA 6x6 WOOD POST VENTED VINYL SOFFIT CEDAR OR VINYL RAIL SYSTEM WITH 2x2 BALLUSTERS 9 5" COG 5/4x6 CEDAR DECKING 2x12 AGO STRINGER (2)2x10 AGO 6x6 AGni POST TEGO POST ANCHOR (SEE DETAIL) SCALE %4" = 1'-0" Hora®6 F. r-Gebhord ArcHitect 363 North WeIIWOOd Avenue Lindenhurst, N Y. 11151 631-226-3708 FAX 226-305b HE6ARGHgAOLGOM dote drawn by. DIANA 60MEZ job no: 02205-12-M �diI no: H3 J OF Q 5 —c J, LINE OF ROOF ABOVE 7-1 RS-fi 7-L00 R AN 1,31-7.83 S.F. 36" _ING5 AREAWY IYPIGALA FJASE`IENT FIN FL.1_�_ – – – g 77 – I -„EA ELE Wy AN ON\4 5c -ALE /g" �c 4 _q —� LII IF OF ROOF ABOVE uI IF of MALL EELOW� .INE OF ROOF ABOVE ___ (2 I /a'xll /3 LINE OF WALL BELOW -_ m- 4 ,J"M.L I .I, - .. � O- — TUE --- PROVIDE 3C" _ - - -- -- - - , HIGH RAILIN55 4- 1 ,F W G ° TUB — - - 111 p 9 S In G - - - - H W.S.D.. - r-�— � eo 2x12 RIDGE' -1O' - m rq GL05ET CLOSETS H,cps i-PROVIDC- - - IO PG.� HANDRAIL ,1s,� ��' CL FG) A- I UT = - Hl-1SD � __ROOFSEI_OW- FULL DOHN - W O STEPS xR 'P N N Y - O _O �B ry 2x8 R.R. - -_ - II ." (2 2x1, t (222 10 ____- r R=F BF D11 4x6 I^I P. f- I -, 5_I, SALE X'' = 1'-0 545.21 5 F. 5GALE %4" 1'-0" VENT STALK / ROOF — THRU ROOF I ^PROVIDE 36" IW" a HIGH RAILINGS a m 4.. �LINE OF CANT, ABOVE I CEDAR DECKING TU6 — (2)13/a"XIIII " (2)2x1 GO (2)I /a'xl II$ "M.L."Ie Z—j I GO REF. D/W 4 4 _ — 5•. 4"1 IW „ W. � Z x�QiKITGI E 0m< LLE) I N ll' IID CS/ DEN o " C, {BOOM e cv t➢ HG D K ry M . Lv PROVIDE 4,_O„ 4„ _O HANDRAILS O _ WlG 5-( V °4x4 W.F� r--4x41N,P E(�'� 2'xbe 2)13/"xlll�"M. \ 2x12 RIDGE x 5_O.. \ N ' FIREGODE 5HEETROGK THESE O P / WALLS AND GEILIIUG z-71 / ® PROVIDE v Opp, \ HANDRAILS / A m Lu L I�IIN� rv° IDK \\ m (E 6 N p x of Room— 28 ele M Iv o] 23'-3" 2' - �a +6e O K O -. GONT (2)2x12 22 12 v - in K p _ 5/4"x6 c0 x p __ CEDAR DEGKIN6 _ .- —" — 9x6 RR --011 _(2)2x10-~ (2)2x101- - (2)2x10 -(2)2x101- (2)2x10_ ®16"O/G ®16L. _-- IOPxB° H. DOOR - -- 4x6 W P. - TYPIC AL _IOP. 31-1011 3'-10" I' -II" O' O.. 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C;ebhor6 363 North NoIIWOOd Avenue Llndenhur5t, N.Y 11-751 631-226-3-108 FAX 226-3086 HEGARGHgAOL.GOM date: 7-I I -OS drawn by r DIANA GOMEZ job no I 02205 --124M dWg no � OF VENT STALK / ROOF — THRU ROOF I IW" 4.. 2ND AN FL TUE' TU6 GO Z—j I GO 7u 4 4"1 IW „ W. IST RI'I. FL FRE5H AIR oli ILO 2" INTAKE 4 G.0.G0 q" —{1 G.O. 4" TO SANITARY SYSTEEpM FI_�I,IDIINI6 RSRI'�I"I PROF 'GI�,ED FE5IDE1,.1(_.L- 1=0R 1v10/SLI A =,1 )UTHOLL,, I IY FLOL:>F FLAP15, FI_E',,/'A-FIOIV ANL' F,LUMBII IC� F,1 ISFR HaroId E. C;ebhor6 363 North NoIIWOOd Avenue Llndenhur5t, N.Y 11-751 631-226-3-108 FAX 226-3086 HEGARGHgAOL.GOM date: 7-I I -OS drawn by r DIANA GOMEZ job no I 02205 --124M dWg no � OF