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HomeMy WebLinkAbout30524-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31502 Date: 03/28/06 THIS CERTIFIES that the building NEW DWELLING Location of Property: 215 TARPON DR GREENPORT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 53 Block 5 Lot 3 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 18, 2004 pursuant to which Building Permit No. 30524-Z dated JULY 28, 2004 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 THREE CAR GARAGE & COVERED FRONT PORCH AS APPLIED FOR. The certificate is issued to DELL DEVELOPMENT LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-01-0120 03/20/06 ELECTRICAL CERTIFICATE NO. 98140C 11/21/05 PLUMBERS CERTIFICATION DATED 01/18/06 LIBERTY EAGLE PLUMB&HEAT./ i - x? — A riz Y, Si ature Rev. 1/81 Form No.6 / TOWN OF SOUTHOLD BUILDING DEPARTMENT W ' IG6J TOWN HALL 765-1802 °N 2 7 APPLICATION FOR CERTIFICATE OF OCCUPANCY ' I 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 / / Date. New Construction: (/ Old or Pre-existing Building: (check one) Location of Property: _i YN rm_ Ctew\orj(_ T House No. Street I Hamlet Owner or Owners of Property: �eA` �e u eici pj6n o vA Ll- D19 Oc,k 600 k)uJ kaQ 0,y e(` Suffolk Count Tax Ma No 1000, Section .i/0 // County II ep (� S `� Block O 00 S Lot pp`�__ Subdivision (Ylfn bct J S�AtifeS Filed Map. 395 Lot: V6 Permit No. . 30 5 ol Y Z Date of Permit. 71POO � Applicant:_ 0e!/OtUe( w ew7 �L G Health Dept. Approval: t/ Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: L'11� (check one) Fee Submitted: $ ;Z7.Od Applicant Sigifiture Ct) 15 0 50 lar I� 'CC. 0 S1Pr1 Cd-TH4Ln B;JILDI'!G C31, 7Cs 95E2 F.I ��g11FF0OC� n � "Io',ctt H:IL,53095 Main Road �O �C Fax(63,1)765-9502 F.C.Box 1179 T:ICPhone((3I)?65-Ii4J2I So..qu)I<i, `4'�w York 7.19'1-G4�.9 BUILIANG DEPARTMENT TOWN OF SOUTHOLD CCEI_�CIFICATI0N fiaildimg Permit No, 1'Iumber � % —i0 (P ic:as�prir.Tj I cmrlify Iia; the ised.is Tl.:,c v✓[lle: supe ly systcrn contains less 'bmi 2/10 of 10/6 ie.rd. 1111?2 qq -- - --(Plumbors Signature) --- Sc'✓orr, ,c: before ric this �U Notary f'ubl;c, .-_.AlVgt.,"ount:� �y A�,�ADM ** W 010EGOW46 ee�.n�Eypina June° '�""' Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application 11/21/2005 375 Dunton Avenue 98140C East Patchogue, New York 11772 (631)286.6642 Issued To: NAM Construction Street: 215 Tarpon Drive Village: Southold Zip: 11944 Town: Southold Section: 5.3 Block: 5 Lot: 3 Contractor: North Electric Company Lic. # 890-E Was examined and found to be in compliance with the National Electrical Code. ❑ Commercial ❑ NV Defects ❑ Pool X fat Floor ❑X Indoor C Basement ❑ Hot Tub X❑ Residential ❑ Det.Garage [X] Attic (R] 2nd Floor Outdoor ❑ Addition ❑ Survey Switches Receptacles Fixtures GF/ Heaters A/C Fans 48 51 76 10 2/30 7 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves 1/20 1 20 1 30 1/40 1 GAS 1/20 Furnace Oil Gas Circulators Smoke Detector Bell Transformer 1 X 3 7 1 Meter Amps Phase UG/OH Jacuzzi Television CO Detector 1 300 1 X / 1/20 2 Bldg. Permit: Other Equipment FO 150 Amp Main Breaker Panels/2- 20 Amp t pec Outlets /3- Garage Door Opener Receptacles HogliJ 5VS i President Rough Inspection: 05/12/2005 Inspector: John McMahon III Final Inspection: 11117/2005 Inspector: John McMahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. 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. 30524 Z Date JULY 28 , 2004 Permission is hereby granted to : DELL DEVELOPMENT LLC PO BOX 600 WADING RIVER,NY 11792 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED THREE CAR GARAGE AND COVERED FRONT PORCH AS APPLIED FOR at premises located at 215 TARPON DR GREENPORT County Tax Map No. 473889 Section 053 Block 0005 Lot No. 003 pursuant to application dated MAY 18 , 2004 and approved by the Building Inspector to expire on JANUARY 28 , 2006 . Fee $ 1 , 102 . 20 Authorized Signature ORIGINAL Rev. 5/8/02 OF SOpl�o6 H - COV TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 LAT�ION [ ] FRAMING / STRAPPING [ FINAO �_ J [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: Co DATE l ©F INSPECTOR qf SOUly�6 UMf1 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSU TION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARK -- Y DATE /,3 O INSPECTOR C765.1802 B ILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ,, JJ REMARKS: A,6r DATE �l �s INSPECTOR La 765.1802 BUILDING DEPT. c INSPECT] [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [FRAMING [ ] FINAL FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION 0 ­ REMARKS: �7 lov DATE - � INSPECTOR / 765.1802 BUILDING DEPT. INSPECTION [ C.] roUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ' DATE INSPECTOR EMANUEL E. NECULA, P.C. �.� CONSULTING ENGINEERS 414 MAIN STREET PORT JEFFERSON, NEW YORK 11777 (631)331-0526/0588 FAX(631)331-2288 eeneculapc@aol.com 3/21/2005 Project No. 2005-15 Mrs. Nancy Delligatti P.O. Box 600 Wading River, NY 1179:? RE: 215 Tarpon Drive, Greenport New York Gentlemen: At your request, on 3.18.2005, we have visited the facility at 215 Tarpon Drive, Greenport, New York, and inspected the house foundation supported on timber piles. After a visual examination of the exposed pile supported concrete foundation, we found it to be built in accordance with the contract documents and it is structurally safe and sound. This concludes our engineering report for the above referenced facility. If we can-be gf any further assistance to you on this matter, please do not hesitate to pc FEu@I.NUEL FgO�e E n Emanuel E Necula, PE win -)nnr I ^\ ( V V 1 u,D.: DEP' ` LLEWELLYN INTERNATIONAL ENGINEERS AND ADJUSTERS FOR THE ASSURED October 19, 2004 Ron Barnish South Shore Docks PO Box 1418 Quogue,NY 11959 RE: Wood Piling Certification for Tarpon Dr., Southold, NY Dear Mr. Barnish: As per your request, I have observed the pile driving of wood piles at the above location. Based upon the ENR formula for pile driving,the pile's safe load exceeded a 20 ton allowable bearing capacity. Enclosed find my calculation sheet. The pile driving was done with a double acting air powered hammer rated at 8,750 ft-lbs. Pile lengths were 25'. The piles were marked as CCA-C, 1.0 PCF. Pile tips were 7"—8" and pile butts were 11"— 12". I hereby certify that the information contained herein is true and correct to the best of my knowledge. If you have any questions feel free to call. Very truly yours, 1 .. Greg Ll llyn, P.E. eve 1; X222005 16 Linda Lane ;;n, Hampton Bays, N.Y. 11946 (631) 728-6284 Fax: (631) 728-8372 OBJECTIVE: To determine the pile bearing capacity of Southern Pine timber piles driven at Tarpon Drive, Southold,NY REFERENCES: Construction Planning Equipment& Methods, R.L. Peurifoy, 1979. GIVEN: Pile Length=25' Pile Tip =7" - 8" Pile Butt= l l"— 12" Driven Pile Length = 10' Double Rated MK9B3 hammer @ 8,750 ft-lbs Weight of Ram= 1,600 lbs Maximum Stroke = 17" Speed in Blows per Minute= 145 Air Stream 13SI = 100 CALCULATION: Using the ENR format for determining the load on a pile. R=2E/(5+0.1), where R= Safe load in lbs & S =the average penetration per blow for the last 5 or 10 blows. R=2(8,750)/(0.25+0.1)= 50,000 lbs. CONCLUSION: The piles driven exceed a 20 ton minimum bearing capacity. F) v `n � KENNETH L.BUTTS-ARCH FTFCT AIA•124 STAGECOACH ROAD•BELL CANYON,CALIFOHNIA 91307-PRONE(BIB)999-4272 FAX 1816(999-0391 KENN BUTTS To the Town of Southold Building Department To whom it may concern T Ken Butts inspected the Rough Framing Strapping at 215 Tarpon Drive in Greenport, New York Permit Number 30524Z. All strapping meets and or exceeds all codes and standard building practices. I affix my seal in approval herewith. ED A C ��yGTH 4 y�T 2 , l T 0166 a ? i 10 ri :KENN BUTTS HENNET H L BUTTS-ARCH I TECT AIA•124 STAGE COACH ROAD-BELL CANYON.CALIFORNIA 91907•PHONE(919)999-492 FAX X8181999 4321 5/26/05 Town of Southland Building Department Residence 215 Tarpon Drive Southold,NY Re: Insulation Dear Sir/Madam: This letter is to certify that the residence at the above address has been insulated and fire caulked in accordance to all codes, standard building practices and blue prints. Should you have any questions feel free to call. Si rely, �aETH .t: G Kenneth L. Butts Architect w ®,1661 i _ . ' + 92005 FIELD INSPECTION REPORT I DATE COMMENTS Crl .. d trod FOUNDATION(1ST) L y a ----------------------------------- O FOUNDATION (2ND) z 0- 0 ` C y ROUGH FRAMING& i O PLUMBING Zl- A4, INSULATION PER N.Y. STATE ENERGY CODE frer-w T FINAL Ovpco ADDMONAL COMMENTS m b0 7 i3 aTm M T r y a � r y ~ - x l7 d Q/ ro 1 TOWN OF SOUTHOhD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DVPART�4ENT Do you have or need the following,before applying? TOWN HALL r Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. 305-4 z Check Septic Form N.Y.S.D.E.C. Trustees Examined 7L,':3 ,20Q _ Contact: Approved,20 0 Mail to: Disapproved a/c Phone: Expiration ,20 Fr I (1 11 Building Inspector APPLICATION FOR BUILDING PERMIT Date 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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 code, ho u ' code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. r rgnature of applicant or name, f a_corporation) (Mailing address State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises L ✓ 1��� �(-� Z / �� (As A 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. Q fprjc M Electricians License No.' ��.� Other Trade's License No. 1. Location of land on which proposed work will be done; ' 11 � T� 2c2�1 1.-ILe .0 ry v�P7) House um er Str et Hamlet , County Tax M No. 1000 Section S Block SubdivisionUU1©1d S � Filed Map No. —Lot Lot /J (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed Iconstrue�tion: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building V Addition Alteration Repair __Removal Demolition Other Work (Description) 4. Estimated Cost a�� ,( 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 I;k 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 'X /_/ Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front t Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front to /e Rear -( `f Depth Height 31 Number of Stories ;;)6 9. Size of lot: Front — K) Rear /pD- U Depth 17S� 10. Date of Purchase_j/lU 3 Name of Former Owner A4 ' 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOX- 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES_NO Wt�otr`5 2.c Ue-t/ n 14. Names of Owner of p emises Address h ne No. 7U�J Name of ArchitectG!FS Address a tie No Name of Contractor Address Phone No / — .�c, 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 OF � ( �69,STh/� /C�� `� being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the maturer set forth in the application filed therewith. Swo�tto before 11 me this of /-KkCLy 200_4- Notary Public d ignature of Applicant ROBERT Notary Public,S to of New York Qualified i uffolk County No.0 C472508 Term Expir s May 31, Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 05/18/04 Receipt#: 7998 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Check#: 7998 Total Paid: $10.00 Name: Nicholl, Christine 405 South Country Road Brookhaven, NY 11719 Clerk ID: BONNIED Internal ID:94112 BUILD-1 1N-G-IIF4ZM4T—R -� T C 7 r Applicant/ Date Owners Name: CLG Reviewed. I Architect/ Date Engineer: Submitted: SCTM #: r District: 1,000 Section: Block: J Lo(: 3 _ Project 02/� �— mm ! Subdivision Location: Name: Sin&Ie& separate Required / certification: {Yes/No) Req. Req. �' W Zoning District: (I,ot size: --M Actual: (Lot coverage Proposed Rcy. �� �) Rey r ,,- 'I ( Rey [f'rontYard Proposed: [Side Yard l Proposed:_ d [Rear Yard �� Proposed Project Description: � D AGENCS 49ERMITS Permit REQUIRED FOR REVIEW N.A. NO YES Number Suffolk County Health Dept. New York State D. E. C. Town Trustees Town Zoning P,,-o and approval: _ Town Planni�,g Board approval: Flood Plane Elevation??? Flood Zone: �_ X a„4 /,J N ble ' 3 � - NEW YORK STAVE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45—"/Wind Speed: 120MPH Seismic Design Category: B Weathering: Severe Frost Depth: 3611--/ Termite:M-H Decay: S-M Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: - USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: G TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERSCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N �- HEADERS: Y/N WALL 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 Dy, Y/N SNOW: Y/N SEISMIC: Y/N WIND: Y/N WINDOW AN POOR SCHEDULE: M19,"I- TTOT REQUIREMENTS: Y/N k,',� XSS 5.7 S.F.: Y/N Lf sHT 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 CALCS: Y/N�/ TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) L V1LLi1\[J 1 L'a�lraaa J.9L1ri1ru1L1'�I.ItL'C.a1LaLS1 --- - _ -— - - DATE REVIEWED: / /04 - APPLICANT: DATE SUBMITTED: / /04 SCTM# DISTRICT: 1,000, SECTION: , BLOCK: , LOT: SUBDIVISION: ADDRESS: CITY: ZONING DISTRICT: CONFORMING?_ BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- ,INFO _/BP -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' REQ. LOT SIZE: ACT. LOT SIZE: REQ. LOT COV. ACT. LOT COV. REQ. FRONT PROP.FRONT REQ SIDE ACT. SIDE REQ REAR PROP. REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST: ARCHITECT/ENGINEER: WATER FRONT? DESCkIPTION: PANEL # FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or NO, (BED#): DTE: /_/ PERMIT#: TOWN SEPTIC RECEIPT: Y or N NEW YORK STATE DEC: PRE-DE 9/1/75 YES or NO DTE: PERMIT#: SOUTHOLD TOWN TRUSTEES: YES or NO DTE__/_/ PERMIT#: TOWN ZONING BO ]I)' APPROVAL: YES or NO_ DTE: /_/ PER MIT#: TOWN PLAN. B('ARD APPROVAL: YES or NO DTE__/ /_ PERMIT#: TOWN HISTOWCAL(PRE (SPLIA): YES or NOS NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF 1NIT OTHER TOTAL TOTAL: SF FEE FEE FEE I. (--SF)- (_SF)= SFX$ _$ +$ +$ =$ 2. LSF)- ( —SF)= SFX$ _$ +$ +$ _$ 3. (___----SF)- (— SF)= SFX $ _$ +$ +$ _ $ FINAL TOTAL: $ First American Title Insurance Company of New York 633 Third Avenue, New York, New York 1 001 7-6 706 www.FirstAmNYcom (212)922-9700 (800)437-1234 does hereby certify to: FAX: (212)922-0881 (888)3FATICO CHRISTINE NICHOLL THAT it has caused a search to be made in the Office of the Clerk of the County of Suffolk, in the State of New York, against the premises described herein and premises adjacent thereto on all sides from 1997 to date ascertain the fee chain of title respecting said premises described herein; and the premises abutting since 1997 and has found only returns as set forth herein on the following pages as they bear on record title; and DOES certify that the "owners of the premises described herein have the same in single and separate ownership as defined by law during this period of time, except as otherwise shown herein." THIS Company's liability is limited to One Thousand($1,000.00)Dollars for negligence only. N obey of insurance is to be issued hereunder. Il LAURASLATTERY Title Officer Title Number: VA-004677/13 Premises: No#Tarpon Drive, Southold, New York 0200-053.00-05.00-003.000 Date: 05/06/04 Sworn to before me this 6th Day of May, 2004 r NOT)' RY PUBLI REGINA M. GEB131A Notary Public, State of New York No. 01 GE6051034 Qualified in Suffolk County Commission Expires Nov. 13, 20 Member of New York State Land Title Association Chain of title for Subject Premises: 1000-053.00-05.00-003.000 Map of Southold Shores Map No. 3853 Filed 08/29/63 Lot(s)46 P. &C. Construction, Inc. Deed To Dated: 11/29/84 Thomas F. Gleason and Recorded: 12/19/84 Joan F. Gleason, his wife Liber: 9698 Page: 470 --------------------------------------------------------------------------------------------------------------------- Thomas F. Gleason and Deed Joan F. Gleason,his wife Dated: 06/21/02 To Recorded: 08/27/02 NAM Construction Co. Inc. Liber: 12205 Page: 731 --------------------------------------------------------------------------------------------------------------------- NAM Construction Co. Inc. Deed To Dated: 01/22/03 Dell Development, LLC Recorded: 01/31/03 LAST DEED OF RECORD Liber: 12233 Page: 133 --------------------------------------------------------------------------------------------------------------------- Blue Point,New York FIRS RICAN TITLE SURANCE COMPANY OF W O/R,�K Sworn to before me this BY. C! 6"Day of May, 2004 LAURA SLATI'ERY TITLE OFFICER NO"Y PUBLIC REGINA M. GEBBIA Notary Public, State of Nevv York No. 01 GE&051034 G Commi siioln1eSuffolk Expires Nov, 13, 20y LIL Chain of title for Premises to the North: 1000-053.00-05.00-012.006 Described Property Charlotte Sage Jurgenson, f/k/a, Deed Charlotte Sage,Michael. Sage, Dated: 09/20/95 James Sage and Patricia Sage Kondak Recorded: 09/21/95 To Liber: 11742 Page: 585 Breezy Shores Inc. ---------------------------------------------------------------------------------------------------------------------- Breezy Shores Inc. Deed To Dated: 04/17/2000 Breezy Shores Community Inc. Recorded: 05/02/2000 LAST OWNER OF RECORD Liber: 12039 Page: 302 --------------------------------------------------------------------------------------------------------------------- Blue Point,New York FIRST ERICAN TITL4 INSURANCE COMPANY OF ORK Sworn to before me this BY: 6t"Day of May,2004 LAURA SLATTERY Of TITLE OFFICER NOT YPUBLIC, REGINA M. GE BIA Notary Public, State of Nevo York No. O7 GE6051034 Qualified in Suffolk County/ ' ,.' Commission Expires Nov. 13, 20 Chain of title for Premises to the South: TARPON DRIVE Blue Point,New York FRT E CAN TITLE IN URANCE COMPANY OF NE Sworn to before me this BY: 6`n Day of May, 2004 L URA SLATTERY TITLE OFFICER NOT�R� Y PUBLIC REGINA M. GEBBIA Notary Public, Slate of New York No. 01 GE6051034 Qualified in Suffolk County/.. Commission Expires Nov. 13, 2'0 Chain of title for Premises to the East: 1000-053.00-05.00-004.000 Map of Southold Shores Map No. 3853 Filed 08/29/63 Lot(s)47 Harold Reese and Deed Fred Reese Dated: 07/07/82 To Recorded: 07/22/82 Seymour Brittman and Liber: 9215 Page: 331 Adelaide Brittman, his wife LAST OWNER OF RECORD -------------------------------------------- ----------------------------------------------------------------------- Blue Point,New York FIRST RICAN TI E INSURANCE COMPANY OF ORK Sworn to before me this BY: 6s'Day of May, 2004 LAU SLATTERY TITLE OFFICER I Y- V NOT Y PUBLIC REGINA M. GEBBIA Notary Public, State of New York No. 01 GE6051034 Qualified in Suffolk County r�nmmission Expires Nov. 13, 20 Chain of title for Premises to the West: 1000-053.00-05.00-002.000 Map of Southold Shores Map No. 3853 Filed 08/29/63 Lot(s)45 Fred Reese and Deed Harold Reese Dated: 05/13/83 To Recorded: 05/16/83 Harold Reese Liber: 9358 Page: 352 --------------------------------------------------------------------------------------------------------------------- Harold Reese Deed To Dated: 06/27/00 Harold Reese, Jr., as Trustee of the Harold Reese, Sr., Recorded: 05/30/01 Revocable Trust dated 06/27/00 Liber: 12120 Page: 866 ------------------------------ -------------------------------------------------------------------------------------- Harold Reese, Jr., as Trustee of the Harold Reese, Sr., Deed Revocable Trust dated 06/27/00 Dated: 09/24/02 To Recorded: 10/03/02 Karol Filipkowski Liber: 12212 Page: 830 LAST DEED OF RECORD --------------------------------------------------------------------------------------------------------------------- Blue Point,New York FIRST CAN TITLE URANCE COMPANY OF NE / Sworn to before me this BY: C�� 6`h Day of May, 2004 LAURA SLATTERY r. TITLE OFFICER NO ARY PUBLIC ..; REGINA M. GEBBIA Notary Public. State of New York No. 01 GE6051034 Qualified in Suffolk County Commission Expires Nov. 13, 20(- LL �• Js !; r A iv ol d1,;• y,, JJyy S1.lAfr1 A rlh, D tiR Y TOWN OF BOUT N„ :.�, �� roxceAwArrn /Jai ,� 4r� •� ,� ♦ � 28. a 1.3A(c) pP• g �g1 •y.' 44.1 6 1 A~ 7.7A S.1A(c) 1 1 ll 1p M b� 6 AN tra +0 8L VC). A2 G 8 v9Jy + d 99 0mS pp0 pi N CC • + as w d 9v6 w +o 12.6 98.OA(c) 50 .Q O $ 9 � x 9 70 1.44(c) a 12.8 9 n( e FOR PCL.N0. SEE SEC.N0. q. e 9 �n "'�^ 057-01-038.3 TARPpN 6 ° ) e n w MATCN 8R• „ n> 6 SEE SEC.NO.057 n �a. (507 LAtlWI,M lel Ne. It. u...::_:. S.C. TAX MAP NO. DIST. 1000 SECT. 53 BLOCK; 5 LOT 3 1 FILE N0. IPROJECT NO. 03-0476 °,AR 2 7 I /LT® GI also N/F SAGE S63e52'30" 120.00' 0 0 0 LIMIT OF ! TREE CLEA I Cy a n ro +,a.z' I. �A +,a.o F- LO v wsrOOP J O C.PAD +10.9' "> 48.5' 19 0 J OIL TANK y917'T p"1 CHIM Q 2-ST1 FRAME OWELL/NG FF-13.2:' ,1 GF=11.2 ® N .T I r fz1 3 GARARA GE 17,9• 71_x, 729 IN 23' 1 . Or 22.3' R O W.PIRCH —�� +12.7' + a3. NOTE: OF'IVEWAY 1 t AVER WALK ST ,a\ The two dashed, 507 expansion Z u:. 32�,+_ • % pools are illustrated for design purpose W 3 UP and have not been installed. A I+1 .B' O 041� J ' I-. it Qf O C /507. <U E \._ USExp. 150.00 3 + .2, + 1.7 2 � 0 N63' '3 116ew +10.7' 120.00' +8.9' +9.0' TARPON DRIVE (50" ) Amended 3/08/2006 septic offsets revised. Amended 2/02/2006 to clarify expansion pools. © H.W.J. ALL RIGHTS RESERVED. Septic offsets, water line by applicant prof\19 9 7\9 8—7 20\d w g\FI N A L.d w g Unautho,b.d alteration ar addition to this document is a violation of Section 7209 of the New York State PROJECT: Education Law. FINAL LOCATION Cert111coliona Indicated hereon shall run only to the person for whom It Is prepared and on his behalf to FOR LOT 46 the Title Company, Governmental Agency and Lending Institution listed hereon, and to the assignees of the lending Institutlon. Certifications are not transferable to additional Institutions or subsequent owners. M/O SOUTHOLD SHORES Copies of this document not bearing the professional's Inked seal or embossed seal shall not be considered a valid true copy. SITUATE AT: SOUTHOLD, NY The offsets (or dimensions) shown hereon from structures to the property lines are for a specific purpose and use and therefore are not Intended to guide the erection of fence., retgl s, patios, planting DATE: OCTOBER 2005 SCALE: 1"=30' areas, addition to buildings or any other construction. CERTIFIED ONLY TO: �P� E� DAYCL0 SURVEY DATE:MOrch 7- 200-9 AREA 21,000 SQ.FT. FILED MAP N0.3853 DATE FILED 8/29/1963 4 FIELD BOOKS 482p13 DATA DISC 1997\98-720 '^ FN D.x/07/05 UND. CONST. FINAL 10 11 05 ti " 5Q06' By ^' ® HANINS WEBB JAEGER ASSOC. P.C. WLUAM L. JAEGER II N.Y.S. UC. NO. 046148 P.E., LFI"D s` ENONE17t5—�R( ITECTS—SJRVMS—PLANMM 200 EAST BROAIIWAY, PORT.EMRSON, NEW YORK 11777 DESIGNED DRAVM RAD CKD. EsrAa. te7x PHONE(518) 473 0485, N.Y.S. LICENSE No. 048148 P.E.. LS, S.C. TAX MAP NO. DIST. 1000 SECT. 53 BLOCK 5 LOT 3 FILE N0. PROJECT NO. 03-0476 N/F SAGE S63'S2'30" 120.00' o � 0 �\ LIMIT OF TREE CLEA?IN<, N +9.6' +10.2' r ■ +10.0' O J v tryW.SIOOP It O C.PAD +10.9' 48,5' J .r 1Z3' "1 CHIM OIL TANK ai 2—STY FRAME • '� )Li' _ DWELLING FF=13.2' 1• 0 rv_11.?" N 3 CAR v fh 3 I GARAGE 11.9 11.5' 12.9jr, N 12.0' _ _ 23 + 22.3' N� ROW. RICH +12.7' 42. +11 AVER WALK 1\ DRI VEWAY7 I VC. t `� 2'-1.8' ST � 3 0 \ X32 _ � � 32' t Z O +1 .6' O �� `41, LP LP t Q V0 11 � p� TCP p 150.00 3 +1 .2• +,1:7' p 11 � A N63' '3 W +10.7' 120.00' +a.9• +9.0' TARPON DRIVE (50' ) H.W.J. ALL RIGHTS RESERVED. Septic offsets, water line by applicant prof\1997\98-720\dwg\FIN AL.dwg Unauthorized alteration or addition to this document Is a violation of Section 7209 of the New York State PROJECT: F Education Law. INAL LOCATION Certifications Indicated hereon shell run only to the person far whom It Is prepared and on his behalf to FOR LOT 46 the Title Company, Governmental Agency and Lending institution listed hereon, and to the designees of the lending institution. Certifications ore not transferable to additional Institutions or subsequent owners. M/O SOUTHOLD SHORES Copies of this document not bearing the professional's inked seal or embossed seal sholl not be considered a valor true copy o SITUATE AT: SOUTHOLD, NY The offsets (or dimensions) shown hereon from structures to the property r ose and use and therefore are not intended to guide the erection of fences, rek c�}vall i P g areas, addition to buildings or any other construction, �,` pALy. ` DATE: OCTOBER 2005 SCALE: 1"=30' CERTIFIED ONLY TO: _D SURVEY DATE: March 7. 2005 AREA 21.000 SQ.FT. k * FILED MAP NO.3853 DATE FILED 8/29/1963 FIELD BOOKS 482p13 DATA DISC 1997\98-720 Q." FND.3 07/05 UND. CONST. FINAL 10/11 /20 5 By L.S. LAND 'S HAWKINS WEBB JAEGER ASSOC. P.C. WILLIAM L. JAEGER II N.Y.S. LIC. N0. 046148 P.E., . ENGINEERS—ARCHITECTS—RJRVEYORS—PLANNERS 200 EAST BROADWAY, PORT JEFFERSON, NEW YORK 11777 DESIGNED DRAWN RAD CKD. MC ESTAB. 1.72 PHONE(516) 473 0469, N.Y.S. LICENSE No. 046148 P.E., L.S. S.C. TAX MAP NO. DIST. 1000 SECT. 53 BLOCK 5 LOT 3 IFILE N0. PROJECT N0. 03-0476 Sr= 5 n 1q 1Zz/ tz Q. 'Z- ( M MAR 2 22005 N/F SAGE VACANT 563 52'30"E 120.00' 0 0 0 N DO Ld of W �z < � j ~ J O O J F 1 v � a d O> 17.3' n `°m 1 9— M 2. 11 0' a' a CON11 FOUNDATION v OF=11.89� 6.0' a o e w —12.5 N12.8' —23'-- tz.o'- o o' zzo' Z aW Qanan r0 "150.00, P N6352'30"W 120.00' TARPON DRIVE (5%j ) 11.W.J. ALL RIGHTS RESERVED, Unauthorized at era Ilan or addition to this document is a violation of section 72]9 of the New York state PROJECT: FducaHon Law. FOUNDATION LOCATION Car IF lions indicated hereon shall run only to the person far wham it Is prepared and on his behalf to FOR LOT 4V the Title Company, Govemmentol Agency and Lending Institution listed hereon, and to the assignees of the lending institution. Certifications ore net transferable to additional institutions or subsequent owners. M/O SOUTHOLD SHORES Copies of this document not beano, the professional's inked seal or embossed seal shall not be considered "and true `°(o The attests (o a r dimensions) shown hereon from structures to the properly linea a e for a specific purpose SITUATE AT: SOUTHOLD, NY and use and therefore are not Intended to guide the erection of fences, retaining walls, pools, patios, planting areas, addition to buildings or any other esnatmounn. jr� IN — DATE: MARCH 2005 SCALE: 1"=30, CERTIFIED ONLY T0: '0� DAL''�Q Q SURVEY DATE:March 7, 2005 AREA 21.000 SQ-FT. FILED MAP NO. DATE FILED FIELD BOOKS 482p13 DATA DISC 1997\98-720 END.3_ZO7 05 UND. CONST. FINAL "° By 50 HAWKINS WEBB �J AEGER ASSOC. P.C. Fq, 0� WILLIAM L. JAEGER II N.Y.S. LIC. NO. 046148 ENGINEERS—ARCHITECTS—SURVEYORS—PLANNERS DESIGNED DRAWN RAD CKD. IviC 200 EAST BROADWAY, PORT JEFFERSON, NEW YORK 11777 ESTAB. 1872 PHONE (516) 473 0469. N.YS. EICENSE No. 046148 P.E., L.S. F:\PROJ\1997 98-0720 03-0476-B TEST HOLE KEY MAP EL 9.5 GENERAL NOTES: I" = 600, V W LOAMY 1) COUNTYSUFFOLK F HEALTH Cur d Z .5 SERVICESREFEENCE J SR10-01-120 r .�..t h EWATER 2) MAP FROM RECORD INFORMATION Q M1 BROWN ENCOUNTERED 3) NO SURFACE WATER WITHIN 300 FT. OF PLOT U J moo; Cur CH a- 4) NO WATER SUPPLY WELLS WITHIN 150 FT. OF PLOT 5) SITE AREA = 21,000 SO FT (0.48 ACRES) NVACANTE O 'ice 6) ELEVATIONS REFER TO U.S.QG ,� � °" /� g BROWNFINE TO y M� COARSE SW S63'52'30"E 120.00' CW.7 /�� SAND b +B 6 8.4+ W V -2.5 O O Q I vi Lo 0 7 f�/1 i a CH + CL ^ ^ V2-5 IE BROWN ,C1 CLAY m r >Z8 pt -39.5 at 4 , 1 900P W U n 3 w FINETO SW cy COA COARSE _ C/lcn SAND W -45.5 ZLLJ ZWZ 3/28/2001 (9 F- O MCDONALD GEOSCIENCE (1°) J 3 Y N a o�/f� U Q Z SENACE DISPOSAL SYSTEM SIZING GALGULATIONS `i aZ + iD.S D.5 J0a = LTJ z1 ALTERNATE LEACHING POOL SYSTEM FOR A FOUR BEDROOM HOUSE o¢ „, v LEGEND: IN A HIGH GROUNDWATER AREA 1O5 PRa LUNG 1,200 GALLON REINFORCED PRECAST CONCRETE SEPTIC TANK 10211 -_� osr (5CDH5 APPROVAL OF PLANS AND CONSTRUCTION - 5EWA6E DISPOSAL FFLw POSE EL. 13.5 O w n THREE CAR SYSTEMS FOR 51NOLE-FAMILY RESIDENCES NOV 13, H615 0 GELAELG111.0 ,z s 12 e- �P 2 FT. HIGH REINFORCED PRECAST CONCRETE LEACHING RING ADDENDUM #1 ITEM #q JUN 6, 1-1616) 21.7 120 220 RIO PORCH 20) SEPTIC TANK 425 /'[P 'I FUTURE EXPANSION REINFORCED CONCRETE PRECAST CONCRETE (11'6) REQUIRED: 1,200 GALLON MINIMUM �-J LEACHING RING PROPOSED 0• + 9.5 EXISTING SPOT ELEVATION PROVIDED: (U 10' DIAMETER x 2.5 FT LIQUID DEPTH � oRlvewnr + 9.e) LEAGHIN6 POOLS: W + (9.5) PROPOSED SPOT ELEVATION REQUIRED: 500 SQ. FT SIDE WALL LEAGHIN6 AREA M £ -(ss)- PROPOSED CONTOUR PROVIDED: (5) 10 FT DIAMETER x 2.0 PT DEPTH Q n I&MIN /c ; ;;IN M (P 10.9) PROPOSED PAVEMENT SPOT ELEVATION 300 SQ. FT SIDE WALL LEAGHIN6 AREA (1°> sp 3 LP O -(w)- PROPOSED WATER SERVICE 150.001- N s.s+ N TEST BOR NGT LOCATION oa o R MAIN EXCAVATION AND BACK FILL NOTE: +9.5 N 9.2+ M N63'52 30 W - m PERCOLATION TEST LOCA ON 1 PROVIDE A 3' DEEP BED OF COARSE SAND AND 6R,4VEL BELOW ALL 3 PO�,' 0.00- - - � � - � � .ay m n LEAGHIN6 RIN65 A5 WELL AS A 3' COLLAR OF COARSE SAND AND GRAVEL NYT o w w w w-- w w IF o AROUND THE ENTIRE LEAGHIN6 POOL SYSTEM. AL50 PROVIDE A 12' DIAMETER e:� +8.9' +9.1' +9.2' l +9.2' n o $ I EXCAVATION TO THE STRATA OF FINE TO COARSE SAND AT ABOUT + ARPON DRIVE (50') 1- ELEVATION ELEVATION 1.5 FT, AND BACK FILL THE EXCAVATION WITH COURSE SAND W o AND GRAVEL. J o w a c a a LOGKIN6 CAST IRON w COVER TO GRADE p M o (EL. 12.0) x� jN ^ 8SF4. ? (CL q.S)=ivDv 50LID CONCRETE xTEL. q.3 - COVER (TYP) ry EL. 8.7 CL LOAMY 15' o 2.0% MIN EL. 65.6 4 25' 10 1. % EL. 8.0 jM: - o �' oINV. EL. 4"41 INLMIDDLE OUTLET INLET OUTSIDE Ozs m x85 INLETINVTLET PREGA5T GONGRETE INV. EL. INV. EL. PRECAST CONCRETE w z oDID INV. EL. V. EL. -(.38.16 LEAGHIN6 RING 6.7 6.7 LEAGHIN6 RING N " w a 8.7 PERCHED WATER m F (TYP OF 4) ENCOUNTERED d m G G � 2 li of ci EL. 5.63 CH BROWN > 3 - O z CI-AY z TYP, f q N S 3.0 HIGH SEASONAL GROUNDWATER o SANITARY GROSS S GT ION HIGH SEASONAL (SCOHS WELL N0. 53338 DATA) W WATER IN FINE TO GOARSE SAND AT EL. I.5 W 12' DIAMETE GROUNDWATER EL. 3.0 INE T (NOT TO SGALE) EXCAVATE TO APPROVABLE MATERIAL COARSE SW Z 0 AND BACKFILL WITH COARSE SAND 8 GRAVEL AT EL. 1.5 SAND -2.5 ALTERNATE SENINOE DISPOSAL SYSTEM NOTES: J O u- _ I) USE ONE (I) 1,200 GALLON REINFORCED PRECAST CONCRETE SEPTIC, TANK. �.. J 0 CH + CL 2) USE FIVE (5) 10 FT. DIAMETER, 2 FT. H16H PRECAST CONCRETE LEAGHIN6 RINGS. BROWN cu- Q ur 3) USE 4 INCH DIAMETER PVG (50R-35) 5EWER PIPE THROUGHOUT. -39.5 4) THE WA5TELINE FROM THE SEPTIC TANK SHOULD ENTER THE MIDDLE RING O C O AS HIGH AS POSSIBLE. ENE To SW a L 5) USE FOUR GRO55-OVER PIPES BETWEEN THE MIDDLE RING AND THE FOUR CSANDE L OUT5IDE RINGS, 5 INCHES ABOVE THE BOTTOM. -45.5 6) BACKFILL MATERIAL SHALL BE COARSE SAND AND GRAVEL. SOIL INFORMATION O BASED ON 3/26/2001 F -7) LEAGHIN6 RING SLABS SHALL BE BETWEEN 10" AND 14" BELOW GRADE. MCDONALD GEOSCIENCE a 8) LEAGHIN6 RING SOLID CONCRETE COVERS SHALL BE BETWEEN 6" AND 12" BELOW GRADE. k+ qJ BOTTOM OF LEAGHIN6 RIN65 SHALL BE A MINIMUM OF 2 FT. ABOVE HIGH p- SEASONAL 6ROUNDWATER. a us m ..e,. :. ,', ' I - '' i;1Y ' ' '.fid ^rf 'u,t -'ir glt'1 Iq _ _ q 5 - - I - e i :'' nI , 1111, r �1 lF r r F'� I " ' " j ' ",ti p , GENE�R/ L . NOTES: Y � , , „; ;I - P Y I I - I i Y ylli i ' e, N %IDE CTOR TO BE I STALLED OUTSI " Ir J : l,', * , :±' !t IN W RE USED IN THE D SIGN OF THIS STRUCTURE: 14 - EACH' CONTRACTOR SHALL BE RESPONSIBLE FOR AND SUSTAIN ALL 4 - CARBON MO 0 DETE N DE,OE SLEEPING AREA$ 3 PROVIDE FULL DEPTH 'BLOCKING, PERPENDICULAR TO CEILING JOIST IN FIRST TWO P tg ' ,+ -' ���' _ � ,'y� , 'THE 'FOLL04V G E E LOSS OR DAMAGE-ARISING FROM THE NATURE OF THE WORK TO BE DONE AND BE CONNECTED DIRECTLY TO POWER SEPTILE.': �� "')`;, ;:, II..:'" c +n"I FRAMING' BAYS AT EACW 'END' OF CEILING. SPACED 4'^0" ON CENTER:. ��oF'Lty4 `,.---'r' `' '' ' ' "' 1, THE BUILDING CODE OF NEW YORK STATE UNDER HIS CONTRACT, OR FROM ANY UNFORSEEN OR UNUSUAL - ''2, OUTHERN BUILDING CODE CONGRESS INTERNATIONAL STANDARD FOR OBSTRUCTI NS OR DIFFICULTIES WHICH MAY BE ENCOUNTERED IN FASTENERS AND CONNECTORS 4 ROOF SHEATH NG SHALL' A MINIMV 15 32 INCH WOOD S>R4 wAl PAN - T^'� �� ,"` ' ' °"'1 -'�':'' HURRICANE RESISTANT, CONSTRUCTION (SSl'D, 10) P OSECUTING SAME OR FROM THE ACTIONS OF THE ELEMENTS SUCH AS 1 - A CONTINUOUS LOAD PATH BLTWEEN FOOTINGS, FOUNDATION WALLS, ,.DESIGNED IN ,ACCO CE WITH TABLE 3.10A, 3.1QB OF THE ''AF&PA WFCM-SBC. � Z''1f1f '. t� '�. A I $ R 0 E M / � ' ,, it ' � , ' t' ,) ' , rr ` • ' 3. , ,AMERICAN FOREST AND PAPER- ASSOCWTDN WOOD FRAME' WATER, HEAT, FROST OR WIND. IN THE EVENT OF TEMPORARY SUSPENSION FLOORS, STUDS, AND ROOF FRAMING SHALL. BE PROVIDED:,', FASTENED IN ACCORDANCE WITH TABLE 3.8 OF THE AFSPA WFCM-SBC. - CONSTRUCTION MANUAL FOR ONE AND TWO-FAMILY DWELLINGS OF WORK, OR DURING INCLEMENT WEATHER, OR WHENEVER DIRECTED BY r r 'I "I J II , I� ,y (WFCM-SBC HIGH,WIND EDITION) THE, DEVELOPER, EACH CONTRACTOR SHALL, AND CAUSE HIS 2 - APPROVED CONNECTORS, ANCHORS, AND OTHER FASTENING 'DEVICES 5 ASPFHALT SHINGI';E5SHALI:,HAVE ASELF-SEAL STRIP OR BE INTERLOCKING AND - 1 =a :r = "" ! "' _ SUBCONTR ORS iO,PROTECT HIS MEN AND THEIR WORK AND 1,fpTERWLS NOT INCLUbEO IN THE AFdCPA-,WFCM-SBC SHALL BE INSTALIEq IN ,ACCORDANCE, , COMPLY WITH ASTM p226'OR D 3462. ASPHALT STRIP SHINGLES SHALL' HAVE A - " 1' r'^,I•, , . 1 ;•,,, - 11� Y� _ - AGAINST D E FROM THE WEATHER. IF,IN THE OPINION OF THE WITH THE MANUFACTURE'$ RECOMENpATION5. MINIMUM OF 81X FASTENERS PER' SHINGLE. FASTENERS FOR ASPW,LT SHINGLES , ->' FIRST FLOOR 1519 eq. ft. DEVELOPS WORK OR MATERIALS SHALL HAVE BEEN DAMAGED OR -' BE GALVANIZED STEEL, STAINLESS STEEL, ALUMINUM OR COPPER' ROOFING NAI ALALIA N': "! V :`i c, INJURED B SE OF FAILURE OF A CONTRACTOR OR HIS SUBCONTRACTOR$ 3 - METAL PLATES, CONNECTORS, SCREWS; BOLTS, AND ,NAILS EXPOSED 12 GAGE SHANK WITH A MINIMUM 3/g" DIAMETER HEAD, OF A'LENOTFI TOR '1 SECOND fL00R - 1733 sq. H. TO SO PRT WORK OR MATERIALS, SUCH WORK OR MATERIALS SHALL DIRECTLY TO THE'WFATHER OR SUBJECT TO SALT CORROSION IN COASTAL THROUGH THE ROOFONG MATERWS AND A MINIMUM QF '3�4 INCH INTb' ROOF TIMING. ` - �1a .; ' .� E 765 Bq. ft. BE PROMPTLY REMOVEQ AND REPLACW BY THE CONTRACTOR RESPONSIBLE. AREAS. SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. WHERE THE ROOF SHEATHING IS LESS THAN 3/4 INCH THICK. THE FASTENERS�PENETRATE Tpj' G' . 4017 eq, H• 15 - CONTRACTORS OR SUBCONTRACTORS WHOSE WORK AND INSTALU710N5 4 - ALL UPLIFT CONNECTORS ARE DESIGNED IN ACCORDANCE-,WITH TABLE THROUGH THE' $HEAT111NG., FASTENERS SHALL COMPLY WffH ASTM F 1887. 1C;t !I, ` ! + t, REQUIRE SLEEVES, HANGER INSERTS. BOLTS, ANCHORS, ETC. TO BE 2.2A 2.28, 2.2C, 3,2. 3.2A, 3.28, 3.3, 3.38. 3.3C, 3.4, 3.5. 3.6 OF THE fig` _ BUILT INTO THE WORK OF OTHER CONTRACTORS SHALL INSTALL OR PROVIDE AFhPA WFCM-SBC. - _ i'r� THESE ITEMS TO THE APPROPRIATE CONTRACTOR, (� AGREED UPON WITH . ' WINDBORNE DEBRIS PROTECTION FASTENIN SCHEDULE ! '� THE DEVELOPER) WHO WILL SET THESE INTO HIS WORK IN THE LOCATIONS 5 - UPLIFT CONNECTOR$ SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS: - C7 THE FOLLOWING LOADS WERE USED IN THE DESIGN OF THIS STRUCTURE: FOR WOOD STRUCTURAL PANEL$ ' ESTABLISHED BY THE CONTRACTOR WHO REQUIRES THESE ITEMS. THESE 1 - SILL PLATE TO RIM J015T TO STUDS, 1-1/4'X20 G0. METAL STRAP UPPED i , A 1 +'� ITEMS SHALL BE PROVIDED IN THEIR LOCATIONS INDICATED UNDER SILL PLATE O 16' O.C., TOTAL (818D COMMON NAILS-4 IN STUD, FASTENER SPACING. (IN) IC D LOAODAD: 10 PSF SUFFICIENTLY IN ADVANCE SO AS TO CAUSE NO DELAY IN THE PROCESS 2 IN RIM J015T, 1 INTO EACH SIDE OF SSfILL PLATE ' SNOW:LOAD: 45 PSF OF THE JOB AS A WHOLE. AS SUCH ITEMS SHALL BE INCORPORATED 2 - 1ST Fl,OOR STUD TO 2ND FLOOR STUD, 1-1/4k2Q CA METAL STPAP " I, ,: 'I ,* r �I� SO •THAT THEY WILL MEET THE CORRECT PHYSICAL LOCATIONS OF FLOORS 36" LONG O 1g' 0•C., (6) 8D COMMON NAILS TAT•EACH END FASTENER 2 FT < PANEL .4 FT < PANEL 8. FT < PANEI. cS , .. .� t DESIGN'WIND SPEED: 120 MPH AT EACH LEVEL THEY SHALL BE SECURED INTO THE FRAMEWORK FOR 3 - 2ND FLOOR STUD TO TOP PLATE TO ROOF RAFTER• USP NO. RT20 O'16" O,C• TYPE PANEL LENGTH <2 FT LENGTH <4 FT ' LENGTH <B FT LENGLH <B, FT. : $ "r CONCRETE SO AS TO MAINTAIN THEIR PROPER LOCATION AND POSITION TOTAL (22) 10DX1-1/2' NAILS-,9 INTO 'RAFTER, 4 INTO PLATE, 9 INTO STUD DOUBLE ' - - DURING THE PROCESS OF PLACING CONCRETE AND REMOVAL OF FRAMEWORK. 4 - SILL PLATE TO' GARAGE STUDS, t-1/4k20 GA METAL 5TRAR TAPPED HEADED NAILS' 16 9 6 4 � 1 5' UNDER SILL PLATE O 18" O.C., TOTAL (8)80 COMMON NAILS-4 IN SND, r " ' , - , x ,'1 - THE WORK OF THIS PROJECT WILL BE UNDER THE DIRECTION OF 16 - THESE DRAWINGS, CREATED SPECIFICALLY FOR THIS PROJECT BY 1 INTO EACH SIDE OF SILL PLATE - 2 1/2" p6 1 " i 'jI THE DEVELOPER AND IS TO BE PERFORMED BY SEVERAL CONTRACTORS. THE ARCHITECT. BEING INSTRUMENTS OF SERVICE FOR THE PROPERTY 5 - ROOF RAFTER-RIDGE STRAP• 1-1/4"X20 GA METAL STRAP 24' LONG O 16' O.C, WOOD SCREWS' 16 16 12 9 L sn t ' THE'DEVELOPER WILL DETERMINE THE PART$ OF THE WORK TO 8E OF THE ARCHITECT. THEY MAY NOT BE REPRODUCED WITHOUT THE EXPRESS (4) SD COMMON EACH END OF STRAP -' rsL, s " ,1 TED 70 THE ARIOUS CONTRACTORS AND VENDORS AS WILL BE WRITTEN PERMISSION OF THE ARCHITECT, NOR MAY BE USED FOR DECK ANp PORCH " I 2 1 2' 8 // flE7A1N STOR ,,' `,,' ALLOCA V ED IN THE TIG TO 4k4 POST USP NO. PA44E O EACH�POST WOOD SCREWS' 16 16 18 1 M WA - PR CT OTH THAN NAM 1 - FOO N T THE CONSTRUCTION OF ANY OJE ER 2 E . , SEI' FRQERN¶Ei IIS THE AGREEMENTS IT BE MADE. WHERE, IN THESE DRAWINGS, R 'REFERENOE„15 MADE TO OWNER IT SHALL BE TAKEN TO MEAN THE DEVELOPER. TITLE BLOCKS OF THE DRAWING. (1) 5/6' ANCHOR BOLT, (12) 10DCOMMON INTO POST RUNOFF+ r �, _ 2 - POST TO GIRDER, (2) USP NO. PBS44 O EACH POST �E,; �HE TO N COD . 46-10C., � � � + 2' THE•NOTES SHALL APPLY TO EACH CONTRACTOR. EACH CONTRACTOR 17 - ACTUAL FINISHED GRADES AND FINISHED FLOOR ELEVATIiONS TO (12) 10D COMMON IN EACH ' - ,. EA91QtA6 91WL ee ur �Ai1 o av AHE woeo smucrylw. DAMN. QF'THE TOWN GODS- i - $HAU. STUDY AND FAMILIARIZE HIMSELF WITH THE SITE AND WITH ALL BE PROVIDED BY SURVEYOR, SITE ENGINEER OR CONTRACTOR SHALL 3 - GIRDER THRU POST TO GIRDER. 1-1/4'X20 GA MEFAL STRAP O EACH POST 2 NULS Tao OF THE DRAWINGS FOR ALL TRADE$ AND PARIS OF THE WORK. EACH MAKE ALL NECESSARY PROVISIONS IN FIELD FOR RETAINING WALLS AND (12) 10D COMMON AT EACH END a WN �ARE ASN Aw�,aNm Ncco QF AYucNm uTaauo'pBM,,wN ^ - CONTRAGIOR'SIMLL',CWPERATE AND COORDINATE HIS WORN WfTH THE ADJUST TOP OF FOUNDATION WALL HEIGHTS AND REINFORCING AS REQUIRED 4 - GIRDER TO ROOF RAFTER, USP N0, RT7 O 18' O.C., (10) BD COMMON - ,f WORK OF OTHER CONTRACTORS. BY GRADES AND AS DIRECTED BY SURVEYOR. I FASTENER SCHEDULE FOR STRUCTURAL MEMBERS X' 18 - ALL EXTERIOR DOORS SHALL BE INSULATED• VINYL WINDOWS SHALT. BE EQUIVALENT CONNECTORS THAT MEET OR EXCEEDS THE UPLIFT LOADS OF THE e' �3 - SHOULD ANY CONTRACTOR HAVE THE OPINION THAT THERE E%IST FIXED OR OPERABLE, AS INDICATED'ON DRAWINGS AND SHALL BE PRODUCTS LISTED CONNECTORS MAY BE USED. DESCRIPTION OF BUILDING ELEMENTS NUMBER OF MALS NAIL SPAGING � I ' C) I,' .. IN THE DRAWINGS�ANY ERROR OR DISCREPANCIES OR THAT CONDITIONS OF AN APPROVED MANUFACTURER. ALL MEMBERS SHALL HAVE A WHITE FINISH. - ,OF.THE WORK OF ANY OTHER CONTRACTOR IS SUCH AS WILL PREVENT MEETING OR EXCEEDING REQUIREMENTS FOR WATER PENETRATIONS, INFlLTRATON FOOTINGS AND FOUNDATIONS N ',�• 1'1 HIM FORM COMPLETING HIS WORK IN A FIRST CLASS MANNER, HE SHALT- AND WIND LOAD IN CONFORMANCE WITH THE AF&PA WFCM-SBC. 1 - ALL EXISTING FILL. R00T5 AND OTHER UNSUITABLE BEARING MATERW- SHALL ROOF FRAMING � � � i '� :� NOTIFY THE DEVELOPER OF SUCH BEFORE PROCEEDING WITH HIS WORK. BE REMOVED AND FOOTINGS CARRIED TO THE BOTTOM OF SUCH EXCAVATION. - - `I" U DIMENSIONS GOVERN - 00 NOT SCAT-E DRAWINGS. EACH CONTRACTOR SHALL WWh{gON'EWT�ORK STATEU BUIL-DINGCODE ANDDTHE PA NIFOM-SBC: CORpANCE CONTRACTOR TO VERIFY ASSUMED SOIL BEARING AND ASSUME PULL RESPONSIBILITY RAFTER TO TOP PLATE OE-NAILED 3-8D COMMON PER RAFTER' - I,;,,�,i I` 1�'I', y� U �� _ ANY DI REPANCIES PRIOR TO THE START FEPANIY WORKN AND REPORT 19 _ ALL SIDING ROOF SHINGLES, OVERHEAD DOORS. WOOD TRIM. ETC- CONDITIONS ADVERSELY AFFECTING ASSUMED BEARING CAPACITY PRIOR TO POURING CEILING JOIST TO PARALLEL RAFTER FM.E-MALLEO) 3-16D COMMON, " EAC -LAP - '.�'L�:; O�1 '':' �pr G �� ' I+ FOR SAME. CQNIRACTOR TO NOTIFY ARCH CT OF ANY SOIL VARIATIONS OR CEIUNG JOIST TO TOP PLATE (TOE-NAILED) 3-SD COMMON PER JOIST' _ AS SELECTED BY rDEVELOPER. ASPHALT ROOF SHINGLES SHALL HAVE CLASS OF ANY FOOTINGS. - '' r O p - I ' 4"4 I - AT THSTTE AN ROOF CEILING SPACES AND ATTIC AREAS TO BE PROVIDED WITFI VENT$ COLLAR TE TO RAFTER FACAER71TON5 FACE-NAILED -180 COMMON `-'EACH LAP '"' ^•'l F R SUPERVI ION OR THE ASR QUIRED TO INSURE PROPER VENTILATION. NTRACTOR SHALL. DETERMINE ALL DIMENSIONS AND CONDITIONS A" ULL FIRE RATING. ALL CATHEDRAL AND SLOPED CEILINGS• CONCEALED HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH F CEILING JOIST UPS OVER P I " ,THE ARCHITECT HAST 0 BEEN RETAINED 0 R �E• S L 3000 PN AT 28SDAYS. ' RIMBOARD OTO RAFTERREND-NAILED) 2-i6DCCOMMON H ENb PR ' E D H'II ' Y �' , - � { e„ ' , - �. ADMINISTRATION OF THE EXECUTION OF THE WORK OF THIS PROJECT. 20 - PROVIDE FlRESTOPPING AS REQUIRED IN COMPLIrWCE W'TTH THE 3 - ALL FOOTINGS DESIGNED FOR AN ASSUMED SOIL BEARING CAPACITY OF 2 TONS DO NOT DC E WMT ' N ,I� 'THE ARCHITECT $PNCC NOT BE RESPONSIBLE FOR, NOR HAVE CONTROL NEW YORK STATE BUILDING CODE. PER SQUARE F00T. ALL FOOTINGS TO'EXTEND TO VIRGIN SOIL WALL fRAMING "' FRAMING UNTIL S 1RVEY E, ,`� p�1 R CFIARGE�'OF CONSTRUCTION MEANS; METHOD$. SEQUENCES, OR C MPLY WITH THE NEW YORIK STATE BUILDING COOS. 4 - FOOTINGS SHALL BE 20, INCHES WIDE BY 10 INCHES THICK POURED CONCRETE - TOP PLATE, TO TOP PLATE . FACE-NAILED 2-i6D`COMMON PER FOOT F FC.. `�' 14 JCED?N p0 27 - ALL INTERIOR FINISHES TO 0 _ OP P TES AT INTER E ON5 FAC -NAILED 4�t8b COMMON JOINTS-EACH SIDE' _ 7 rr• ,r PROCFDURES;_'.OR'FOR SAFETI"PRECAUTIONS AND PROGRAMS. EACH FIRE RETARD UNDER WOOD STAIRWAYS, WITH CLOSET$ UNDER, USING 1/2' AND SHALL BE REINFORCED WITH' TWO.NO. 5 CONTINUOUS BAR$. - HAo d❑2I,„rrn3VED. .. „r 'CONTRAC7QR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND TYPE % GYPSUM BOARD. STAIR CONSTRUCTION SHALL BE WOOD WITH HANDRAILS . A 1`" _ 'PRGYEOTING-ALL' WORK DURING CONSTRUCTION AGAINST DAMAGE, COLLAPSE, C7Ep gy TF{E DEVELOPER IN ACCORDANCE WRH NEW 'YORK STATE BUILDING CODE 5 - FOOTING DOWEL BARS EMBEDDED A MINIMUM,OF 6 INCHES INTO THE FOOTING STUD TO STUD FACE-NAILED 2r16D COMMON 24' O.C: - 1 'yqP,. TQC b1STORTON,AND'MISALUGNMENT ACCORDING'TO APPLICABLE CODES, AS SELF SHALL 8E'PROVDED FOR ALL REQUIRED VERTICAL REINFORCEMENT. 'DQWELS SHALL HEADER TO HEADER FACE-NAILED 16DCOMMON - , ig" O.C. "' � I NETH,4 �Si ` -, STANDARDS AND GOOD PRACTICE. IAP,WAI,.I. REINFORCING,A MINIMUM OF 25 INCHES. - �' , 22 - WATERPROOF BATHROOM AND LAUNDRY ROOM FLOORS TIN ACCORDANCE TOP OR BOTTOM PLATE TO STUD D-NAILED 2-18D COM ON' : P 2'X4' STUD Q' 1 , 5 - ,EACH CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE WITH NEW YORK STATE CODE. 6 ALL FOOTING DOWEL BARS SHALL HAVE A STANDARD 90_DEGREE HOOK. 3r16D� COMMON " ''P 2"X8" STUD = T ' : N R YSTATE 'ENE CONS FIATIOMEBO E�FEDERALUOSIU AN0 OFN 7 - FOUNDATION WALLS SHALL BE B I _ "A � 1, .,� .' YQ N 23 - ALL LAUNDRY AND ELECTRICAL EQUIPMENT SHALL BE U.L APPROVED. 4-16D COM ON ER 2k6" •SYU NCH POURED CONCRETE, UNLESS N07ED BOTTOM PUTS TO FLOOR JOIST, BAND DIST; END JOIST, FACE-NAILED 2 16D COMMON PAR FOOT 7 '"- "' r f,ALL"LOCA. GOVERNMENTAL AGENCIES HAVING JURISDICTION INSOFAR 24 - VENT'MECHANICAL ROOMS DIRECTLY TO THE EXTERIOR FOR COMBUSTION OTHERWISE. _ t'' I - TL T' A CABLE TO HI$;PpIT110N OF THE'WORK. AIR, AS REQUIRED. HEATING• VENTILATION AND AIR CONDITIONING EQUIPMENT FL00 FRAMING - _ , •''' 'L, ;y y APPLI 8 - HORIZONTAL REINFORCEMENT IN FOUNOATIDN WALLS SHALT_ BE ONE N0. 5 16 61 D I,, t ' SHALL CONFORM TO GENERALLY ACCEPTED STANDARDS AND REQUIREMENTS JOIST TO SILL, 'TOP PLATE OR GIRDER. TOE-NAILED '4-8D COMMON PER' ISI"'', R,.I '��'. 'ti' ", F:6. , EACH''CONTRACTOR SHALL_._M1,AKE All ARRANGEMENTS FOR, OBTAIN, OF THE BUILDING CODE OF NEW YORK STATE AND THE ENERGY CONSERVATION CONTNUOU,S BAR AT TOP OF WALL - '4„pA: .(CF '' "' ' "'y�,JD PAY F¢R';A{L'PERMRs,, T�Es8t7ss INSPECTIONS,_AND APPROVALS CODE OF NEW YORK STATE. ' BRIDGING TO JOIST OE-NAILED 2=6p COMMONFj1CH;,END NE•`N „ ' ! RE7ayIIREG'.,,, ',I+US PORTION OF THE 'WO K. 9 - ANCHOR WAFTER;OF 5 8 fNCH-MID BL KING TO JOIST OE-NAI0.ED 2-8D 'COMMONEACH. END � � . � 1 'fQIt R BOL15 SHALL BE A MINIMUM D , / •i,, 4 ,1 A Y = t P; 25 - ALL ELECTRICAL WORK TO CONFORM TO N.E.C. AND LOCAL CODE 3k3'X1/8' WASHERS. , - _ BLOCKING TO SILL OR TOP PUATE FOE-NAIhED 3-�16D COMMON � - �:EACWOLOCK " � � II - ' - ''f ' , "ii< *1 yl'` 'r. wT r I -k,,,N j'TI•IF,. ppgg - OF`I�THE.CONTRACTOR $HALL NOT,'EXTEND TO THE REQUIREMENTS, AND BE UNDERWRITERS APPROVED. � � � ' • '' u , ?'. ' , .,LEIY.DF'. ARCF1RECf, HIS,AGENTS OR EIAPLOYEES ARISING OUT OF 10 - ANCHORBOL75 SHALL HAVE A',MINIMUM EMBEpMENf OF 7 INCHES. _ LEDGER 57RIP'TO BEAM FACIE-HALED _ . 3-16D,COMMON" , "EACH JOIST "-, , .IB. ' D ,�L ,!it ,t' ' :,7 s f T , THE:'P TION OF APPROVAL OF,MAPS, DRAWINGS, OPINIONS.tlR 2B - ALL PLUMBING WORK TO BE INSTALLED IN ACCORDANCE WITH 11 - ANCHOR BOLTS BE LOCATED WITHIN' 12 INCHES OF CORNERS AND �) R J IST ON LEDGER TO BEAM OE-NAILED 3-B COMMON - P "JOIST - +' + EADR'JSi 5 ' I CHANGE OR,pERS DESIGNS, OR'SPECIFICATIONS, $HALL t� 11a APPLICABLE CODES AND LOCAL HEALTH DEPARTMENT REQUIREMENTS. ALL `'1 ,• . '(2 7}IE L ' •`OF' OR THE' FAILURE LTO GME DIRPERCTOD OF INS RGNINGNOF SANITARI' WASTE UNE BELOW THE FINISH FLOOR SLAB ON GRtADE AT 32' ON CENTER (1'-•8' ON CENTER FOR SLAB-ON-GRAOE)'3' FROM EDGE OF OONCRE7E D IST TO JOIST END-MAILED '3-IgD COMMON 'PERU ST il• „ I ' t 'THE'ARCHITECT. HIS AGENTS OR EMPLOYEES EDS BAND' JOIST TO' SILL OR TOP PLATE (TOE-HALED 2-18D COMMON, P 'FOOT - " OR FAILURE Ttl', CNE IS THE PRIMARY CAUSE OF THE INJURY OR DAMAGE. MUST BE CAST IRON. ALL WASHING MACHINES NOT INSTALLED ON A 12 - CONCRETE SLAB ON GRADE, MIN 4 INCHES THICK, SHALL HAVE 8"X8" - , ROOF SHEATHING I _ CONCRETE FLOOR SLAB OR BASEMENT, SHALL BE REQUIRED TO HAVE W1.4XW1.4 W.W.F. OR SYNTHETIC FIBER REINFORCEMENT AND SHALL BE KEYED � �71UMB�aG', 1 ' � 4 1 8 - ARRANGEMEFRS AND PAYMENT FOR TEMPORARY ELECTRICITY, WATER, A CONTAINMENT PAN WfTH A POSRNE DP/JN. IMO FOUNDATION. - : STRUCTURAL PANELS 80, COMMON 6''O.C. GE ' ALL I = ' f,l t TOILET FACIi.DTES,'FENCES AND' BARRACADES. SECURITY AND CLEANUP WILL;_BE AS,:AGREED UPON IN THE AGREEMENTS BETWEEN CONTRACTORS 27 - ANYTHING NOT EXPRESSLEY SET FORTH IN THE PLANS, BUT WHICH 13 - FOUNDATION WALLS SHALL BE DAMPPROOFED FROM FINISHED GRADE TO 12' rO.C:'INTERMEbI,- ppTLER INf3 WASTE ! "x, _I E WATER LINES NEED Ir. „ , c ,AND THE DEVELOPER. CLEANUP SHALL BE THE RE9PONSIBILTY OF EACH IS REASONABLY IMPLIED FOR A COMPLETE AND PROPER JOB, SHALL BE FOOTING ., DIAGONAL BDARb SHEATHING i ESTINO BEFOgE COW/ERINO r k S ; , '� 'CONTRACTOR FOR THEIR PROTON OF THE WORK. FURNISHED AS IF SPECIFICALLY SHOWN, WITHOUT EXTRA CHARIGE Ike' OR ik8' 2-8D COMMON p R SUPP. " - -!I I I +. ., 14 - REINFORCING STEEL SHALL BE MINIMUM GRADE 40. - . . 'I'', I , is 9 -ALL:,MAIERW,, SHALL BE NEN". AS CALLED FOR IN THE DRAWINGS, PROTECDON OF GLAZED OPENINGS : 1'X10" OR WIDER 3•-8D'COMMON '' : 1PEh SUPPORT I 'N I.;�' ' 'K ,,: , 1 - IN REGIONS WITHIN ONE MILE F THE MEAN HIGH WATER LINE - CEILING SHEATHING - ' h L.,,I r!, AND THE,BEST OF THEIR-RESPECTIVE KINDS. NO SUBS ITUTIONS SHALL 5 - ALL FRAMING WMI3ER TO BE DOUG-FIR, WHERE LAMINATED VENEER LUMBER IS ;,`'.' .BE.MADE BY COMRACTORS WfiHOUT THE. PRIOR WRITTEN APPROVAL OF ALL REGWNS WHEREI THE PBASIC WIND SPEED ISS 120 M H OR GREATER. 'INDIGATmr THEY ARE TO BE MICROUM BEANS WRH A MINIMUM FTDLURAL STRESS bF GYPSUM :WALLBOARD SD COtlLERS' -, 7", TO" FIELD` � •. , I,"�: ,-. .,� {° THE;DEVELOPER, FOR'PR�DNS OF THE WORK NOT SHOWN IN,DETAIL 2650 P51. E - SHALL BE FABRICATED AND ERECTED IN-ACCORDANCE WRH AISC SIRUCTUftA4 PANELS.' 6' .` c• !. . „ ,' h ayd ALL GLAZED OPENINGS $WALL BE PROTECTED FROM WIMD-BDRNE _ WAIL 5 EA 0 C, EDGE : . BUT'EWIWWHIOH'ME SHOWN ENTERALLY, OR A$ REASONABLY INFERRABLE DEBRIS BY PRODUCT$ THAT MEET REQUIREMENTS OF THIS LARGE $T� .© �' .' MATO&O 'METH,ODS,S,�ANO WORKMANSHIPDSNALLC ONFORM. TSTA A11N MUM. SPECIFTCA ONUS FOR' DESIGN, fADMCAl10N. AND EREOTION OF SiRUOTIIRAL:6TEE1. BUILDINGS. BD COMMON 121 A,C,., INTMEOIA UA�QE.+: „i ,- ,'z bi .^ 1.'„' . .�; MISSILE TEST ASTM E 1996. I TO,THE'TYPICAL``OR �REPRESEN'ATNE DETAIL THROUGHOUT CORRESPONDING 2 - WOOD STRUCURAL PANELS WRH A MINIMUM OF 7 16 INCH ROLLED SHAPES SHALL CONFORM TO ASTM DESIGNATION�A-36. .PRQWDE,ANGLE ANCHORS,AT _ _ _ 7 TEL 6D� COMMON " 3.,: GE� B" FI .. ADC CERT/F/G"AT/O '2 - ', qd > I}�l y i PAR75;OF THE BUILDING, EACH END OF,ALLBEAMS RESTING, ON CONCRETE. - FIBF3tBOARD PM1EL5 •r_ ;,r' - : D CES OF A TEMPORARY NATURE REQUIRED FOR OFDGLAZEDDI OPEN NGS INFTHESE REGIONSEIN ACCORDANCE WITH�OTNC 7 - WHERE JOIST' HANGERS AND OTHER STEEL CARRIERS ARE INDJCATED.� CONTRACTOR ,70 - � ' - 'I . � BD MON " ' ", � ��EQQ E��R�Fp� �,�' � _,'. ,! '. � :� 10 . EQUIPMENT AND EVI TABLE 604 OF THE SBCCI SSTD 10-99. FERULE ' • ' E.VARIpUS' CONSTRUCTION PROCESSES AND THE PROTECTION THEREOF 25 32 COM 3 :FDG B CLIP N y F� Ip . Thi PROVIDE AND UTILIZE THE PROPER SMOOTH SHANK NAIL pR OTTIER APPROPRIATE F 1 ^ : i $UG ArS=,SCAFFOLUS, STAGING, PLATFORMS, RUNWAYS, HOISTS, LADDERS, 3 - ATTACHMENT HARDWARE MUST BE PROVIDED. AS RECOMMENDED BY THE HANGER MANUFACTURQt TO INSURE THE APPROPRNTE SHF,AR ANO' GYPSU WALLBOARD - 5D COOLERS 7 {i 10 Fl O lA/6YA;7' -+� °- ',,._ , i 'OP Q;PftAOTECIM S, ETGI FOIL 1'HPE P,TtOTECTIO��OFUTARHESWORKMEN 4 - ATTACHMENT 5 BE IN ACCORQANCE WfTH TABLE 804 WITHDRAWL CAPACITY OF THE FASTENER$,, 'FIARDBOAR .8D COMMON ' ,'' 3':EDGE 6' FI ED;j/ OFE ('ANi1/OT -1"`, 'g '�1 '� B - $ECURELYVIDNLL SRIENCGTH A OINf$UCUT$UIRA.PROPER AND ,SUFTTGIEM FA$TEIJERS" 'P CLEBOARD P EL 'BD'COMMON - ..3" EDGE 8',FIELD .I (� j .Q,. ,_ y z, ED ON^THE PROJECT AND THE PUBLIC SMIALI. BE PROVIDED, ERECTED, OF THE SBCCI SSTD lU0-99. ($EE HALING $CHEDULEy %L ,* AND MAINTAINED BY THE VARIOUS, CONTRACTORS IN ACCORDANCE WITH OTHER TO PRO FU DIACONAL'BOARD SHEATHING aQ L� _ y'-1', .THE REQUIREEMMENTS OF THE LAWS• RULES, OR ORDINANCES OF ALL AGENCIES EMERGENCY ESCAPE AND RESCUE OPENINGS TO INSURE RIGIdfTY OF' THE STRUCTURE AND CONFORMANCE TO CODE (SEE NMU140 SCHEDULE). - 1'X6' OR 1'X8' 2-8D COMMON - PER 'SU PORT:' ' 0+�'� iP^.' ' F= - 'T'1 - HAVINGJURISbICTON,' CANTFiACTORS $HALL'OBTAIN AND "PAY FOR THE i - ALL SLEEPING ROOMS SHALL WAVE AT LEAST ONE OPENABLE _ ^ A'^ � 'REQUISITE'PERMRS, INSPECDONS, AND APPROVALS THEREF,'ALL SUCH , FLOORS 1'7(10' OR' WIDER ., 3-BD COMMON _' PER�.SUI?PORi; AJCVPAIYyY QR '�1 ,.,, 'i t r' EMERGENCY ESCAPE AND RESCUE OPENING. 1 - FLOOR JOISTS ARE DESIGNED IN ACCORDANCE WITH TABLE 2.6A, 2.613, 2.$C;,;2:7A, '2.78. / _ ITEMS SHAD. BE REMOVED BY THE CONTRACTORS WHEN ITEMS HAVE SERVED 3.17A, 3.178 OF THE,AFkPA WFCM-SBC $PAN TABLES EtlR'.JOIS7$ AND ,RAFTERS: / FLOOR SHEATHING f,+e .l,C I ' ' A ,ry (D '' ' � . ,,t r', THEIR PURPOSE'AND WHEN DIRECTED BY THE DEVELOPER. 2 - ALL OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING � UCTURAL P ELS VT•4 T "NLAWl,"'r� v < i OF 5.7 SQUARE FEET. 2 - FLOOR SHEATHING SHAD. BE 3/4' T,lcG PLYWOOD OR EQUIVALENT, GLUED'"AND 1 , OR LESS eD COMMON 8", EDG 12" FIELD T �Ly- C p�^'Y. - . 70D COMMON ', g ED,G ',8" Tl'`T'�f i. ,!'L�E 11 - ,EACH CONTRACTOR SHALL'BE RESPONSIBLE FOR ANY CUTTING, FTITING, _ AND'PATCHING;THAT, TAY BE REQUIRED TO COMPLETE THE WORK OF THIS 3 - A MAXIMUM SILL HEIGHT OF 44 INCHES FROM TH6: FLOOR. NAILED AS PER NAILING SCHEDULE. GREATER THAN 1'" I HDU I " CONTRACT: ND CONTRACTOR SHALL ENDANGER THE WORK OF ANY OTHER 3 - PROVIDE FULL OEPIH BLOCKING, PERPENDICULAR TO FLQOR JOIST IN FIRST;TWO IXAGtl BOARD SHEA TNG r VA'I ��/ryN, j, y, ."�� , ', - t ' ''' ,;:' CO T7OpR AND SHALL NOT DO $0 WITHOUT THE PRIOR WRITTEN CONSENT 4 - A MINIMUM CLEAR OPENING HEIGHT OF 24 INCHES ANDA _ - - _ r r, 'OF TH DEmOPER, 'ANY COSTS CAUSED BY DEFECTIVE OR ILL-TIMED MINIMUM CLEAR OPENING WIDTH OF 20 INCHES. - FRAMING BAYS AT EACH END OF FLOOR SYSTEM, SPACED 4,'-0 ON CENTER. - : ,•,�, FWl. 9E BORNE BY THE PARTY RESPONSIBLE THEREOF. Q I p� _ 7'%6', OR 1"%8' 2-BD,'COMMON , PER' UpPCRI" r ' WORKS 4 - PROVIDE BLOCKING OVER ALL BEARING WALLS AND AT' MID-•$PAN FOR FLOOR 1"X70" OR WIDER 3-Fm mi MON • PER SUPPORT' . "0. ' '„ " - 5 - NOT LESS THAN ONE EXIT DOOR SHALL BE PROVIDED. WITIH JOIST OVER 8'-O" IN LENGTH. _ r ''� t2 --CONTRACTORS SHALL SUBMIT SAMPLES, MATERIAL LISTS, EQUIPMENT DIRECT ACCESS TO THE EXTERIOR, WIITHOUT TRAVEL THROUGH A GARAGE. I '1. NNMNB awlRomm ARE eum:ON ryai sNFAnYNo NNIID e• ON-cENml AT THE PANEL mee ro Bwi BHFATNWO Ei NN1Yp:J' aN eEtOE7t AT THE !1/► 7n*� - ' r " '':UST$ ANO SHOP DRAWINGS AS REQUIRED 8Y THE DEVELOPER. PANEL mOE m oergN HwnER.sNITAE cAPAGmE9: NNUNO REGUYEMENIB Toa smucIVBAL MELBERB BNui Be pp118�.bR ALICRN4ft CONNf4TBBl,.' l/l'/�l�lll\G ":I ' „'i STAIRWAYS 5 - DOUBLE ALL FLOOR JOIST UNDER PARALLEL BEARING 'WALLS AND AROUND'ALL such A5 SHEAR PUTm; sAPu UBFu To MNNIAEH THE larw PAIN. ,., ; :'THESE;ITEMS SHALL: BE SUBMITTED SUFFICIENTLY IN ADVANCE TO THE 1 - PROVIDE A MINIMUM STAIRWAY WIDTH OF 36 INCHES. OPENING$ IN FLOOR. - : 2 WWtfEIEx'yyyly BNFAiwNo 61wNONuwus awl CONMEIIIED IENBEAS. INE TAEUTAIM NUMBER OT NULS SHNi BE PgMME6 70;U AELUCE6 M ,-1E6;NUL MPLY WITM CHAPTER ,,,,,f ° � .DEVELOPER' FOR APPROVAL TO ALLOW FOR REVIEW AND POSSIBLE g - ALL GIRDERS AND HEADERS OF DIMENSION LUMBER ARE DESIGNED IN' ACCORDANCE WRH PFA E1)OT. - 'i-OQLY.DAMAGEE?REVE TON FtP.'� I13'-iT ,CQRREGTON. SAMPLES OF ALL MATERIALS AND PAINT 2 - PROVIDE A MAXIMUM RISER HEIGHT OF 8-1/4 INCHES ANDA - .' IIS „ . FINISHES'/TEXTURES/COLORS SHALL BE SUBMITT® CONCURRENCY. MINIMUM TREAD DEP'M OF 9 INCHES. - TABLES 2.10, 3.21A-3.21 G, 3.22A, 3.228 OP THE AFdcPA WFCM-SBC OUTHOLD TOWN CQDE ` 'I �IA� :'! ,FABRICATION '$HALL NOT START UNTIL SHOP DRAWINGS ARE APPROVED. - - C BRICATION SHAK $HALL QBE IN ACCORDANCE AWI THE APPROVED 3 - PROVIDE A MINIMUM HEADROOM HEIGHT OF 6'-8' 7 - FLOOR FRAMING SHAU. BE NAB-Ed IM ACCORDANCE WON 7ABLE.3.1 OF THE - pFgWI), by I B, rj, t DOCUMENTS. WHERE REVIEWED AND APPROVED BY THE-ARCHITECT OR AF&PA WFCM-^SBC (SEE, NAB1N0 SCHEDULE) APPpQ " , ., ENGIMEER 'ON' BEFHALF OF;THE DEVELOPER,'$UCH REVIEW AND APPROVAL 4' - HANDRULS SHALL BE NOT LESS TITAN 34 INCHES AND NOT MORE WALL$ �„ - CLIMATIC ANp GEOGRAPHIC DESIGN CRITERIA' 7 i'Jr k',d�:bY { , WLL''BE AOR CONFORMITY WITH THE DESIGN ONLY: APPROVAL WILL NOT THAN 3B INCHES IN HEIGHT. i - EXTERIOR WALL$ ARE DESIGNED IN ACCORDANCE WITH 'TABLES'2.BA 266. 2,BC, 2.8, GROUND WIND SIEISMIC SUBJECT' TO DAMAGE FROM WINTER IQE`a19ELO BP i _ i RELIEVE. COFfifACTORS OF RESPONSIBILITY FOR QUANTITY, FIT, 3.t9A, 3.198 OF THE AF@PA WFCM-SBC., ' , - - / - ; SNOW DEESIGN FILO$T UNE ,DESIGN UNDERUYMEN(,, '' FLOG ' // cLa, BY: ` �• ,1�4 "s71-Y,.' ,,, DIMEN$WNS. MEAN$, S�pyENCES,- METHODS, AND PROCEDURES, FOR ANY 1 - ALL BATHROOMS, WATER CLOSETS MID SIMILAR ROOM$ WITH NO WINDOWS, L SPEED (mph) CAITEGORY WEATHERING DEPTH TFRMfIE DECAY ' TEMP, - :. -,R IREb, ` ,HAYAt�IS IFY 'BUIL'DINB DEP, ^ ATr. 2 I,, ' r d' n y.�':",' t !� - t'It ""i , „ DEIMTION .FROM ,THE RE IREMENTS OF'THE DRAWINGS AND AGREEMENTS. SHALL BE PROVIDED WITH ARIIFlCIAL LIGHT ANO MECWWICAL VENTIUTON SYSTEM. ', � '. OM THE 2 - FRAMING MEMBERS IN EXTERIOR WALL SMALL BE-FASTENED TOGE3HER IN,ACCORDANOE 1 1 H 'B 'SEVERE 38' 1.1;,' EQUI 'dz'NO ^1802 'A AMT TO 4F�A„'� r ' " "r,.," , `1I1 I 'r ^';yy u ,".-,CONTR(,GI'DRN':5W1LL'OLEARLYINpICATE ANY DEIMTIONS FR MINIMUM RATING OF 50 CFM. IXMIAISTED DIRECTLY TO THE OUTSIDE. WITH TABLE 3;1„QF,THE AFdePA WFCM-$BC,(SEE HAILING:5CNEtlULE). ' T , -• , '; 45 P6F 20 MP - To w i. , , >E , •_ OWINp`,INl9PEDTIOFIB;'��T`; ?:� i2�03i; " , "" ^I� , ",. 7 7 - ,, , . - --,' I20FTrRACT .DOQUMEFOS•' ALL GARAGES SHALL HAVE ONE DYER OF 5/B',7YPE-%, GYPSUM BOARD ' ,L " ' ,r f _ �. - . , ' , ,,.;•, '41 r S 2 - 3 - FlREBLOCKING SHAl,1 BE PROVDEd, IN'ALL WALLS,OVER D. b IN•HEIGFHf : 3*PPUNDATpN. TWO,REIN�IR - t 1 1 �, L .,. 13 �:WHERE AS5EMBUE5'ANTI THEIR VARIOUS 'COMPONENTS, MATERW..S, INSTALLED IN ACCORDANCE WITH SECTION 8702.3 OF THE BUILDING CODE OF NEW : /yT� 'p - - rs,r. ' �, .,. •a. ,:: + ( : , , , , � �. - �' , `,' p^^Rl,n 'S'MAW :: ' �' ' 'FO COgC(TET,E,', , . .,'o, „n I !,`{ill = �,µT+ ^,; •'< > OR.CONSTRUCTION SYSTEM$ ARE CALLED FOR TO HAVE FIRE RESISTIVITY - R POiJR13D" YORK STATE ALL OPENINGS BETWEEN GARAGE AND RESIDENCE SWLLL HAVE A 4 - WALL'. SHEATHING SHALT.' BE 7/1,6" 0 OR EGUNALEN7,;,' JN ,ACCORDANCE,WItH TABLE'll IA. ,' ,,�.V. MEET-'�THE'REQUIR '"2..ROUGH;.'PRAI,(INQ!< P;LUMBI, . .,: " ' • . '', ''4,, :I . J W,. ii �, - r d TTNGS, UNDER'NRIIERS'.L:ABpRATORY RATINGS, ETC., ALL SUCH $HALL 4S MINUTE FIRE RATED DOOR ASSEMBLY EQUIPPED WRH A $ELF-CLOSING DEUCE - A fr _ ��yy��ENF , . :'+ :.+.,.' - ", i : :; DBE ASSEMBLED SO A$ TO CONFORM TO ,. . SBC.' : �!'9. . HOF TNEI,' , INSULATION,` . .I . . DQMP,o$Eo gEMATERALS AN I ( ESOF;NEW,Y,ORKH7A . B.. F ' . t + ,n NG IN 0 DER 1b ACHIEVE WITH SBC, F IN ACCORDAIHCE WRH, 3A OF 7iIE-AFdTPA 111FCLJ+- - . . o ,.. : 'r TE• . 4.,FINAL,':' R a + 'y' p - .;::., - "'' ' E.. AN PS.ESTAAl3USHFzp 'IN CODE5,COVERNI R 3 - PROVDE,SMOKE DETECTORS DIRECTLY CONNECTED l'0 POWER.SOURCE. - - 'S TIDN''AA,f�T S:11B OF TH I, , ,- , ,-a ,..m•.," WHERE FOR N TIONS: ROOF-CEIUNG E' AF PA WFCMA- r-. - ,,,% "', *, 1 i - - ^',,, ,,,. ,., ^ TH •R Q ED RK(ING:'!N THE•COMPLETED WORK. CALLED A BATTERY BACKUP AND INTERCONNECTED IN THE F•bLW�M 0 LOCA jN,: gpAN E . (IH �Y ,R1t3. 2.14, 1' 16: 3'.24A, 3.'lAB,.,:, . - ✓ : " �' : :'" `. '•'', '''•'bE COMPLk7E f-0R U', y ;,': r '1' If M'' .. " i - " - ' v' ''SU6H�;E1TEM5 ' :BEAR QETATIFYINO TO THEIR CONFORMIM. 1 - ROOF,:RAITER$ ARE DES,GNED ACCP C W . „ M - I '. . , ,. r $Hp�[,. - - IN EACH SLEEPING ROOM 326 3.26 32Z OF THE AFAtRA WFCM+SBG'r $PAM TABLES• •JOISTS,'m��ED'IN,ACGORBANCE , 2-% .. ,, - ''. .,'' � (, BALL':CONS CONST Up L° THE ....,.. ' 'Ii ' r , "r`� t ;II " ::: ::', OR IF' 'TRY Cp 'OR'BY'THE DEVELOPERS: CONTRACTORS SHALL - IN ALL HALLWAYS.OUTSIDE SLEEPING AREA$ / .; ,�,' ' THOS ` ' WITH TABLE-r'2.t1A. 2.1113. 2x2142,12B,',}.23A, 3.23$'.OF�TNE•1if:Rr, WFCM-S'BIr., ,., `,, . ' , ; 1. ,,i, �_/' _ , r. ' 'r;REDU)REMEN?S`,O�fMTF CODE I? EW '' „ r-3 ' . r `i;�� t ,,.; ', : . .'. ..h.' ,�FuRN15H. iTTEN ENCE-CERTIFYING TO THE CONFORMITY OF S _ ENT$' ":,. ,' ON.EVERY STORY. INCLUDING BASEM - -. L', - •. n+t ,t 1 ' ,I r, 9TARpAROS. , THE,AFEr,PA, WFCM-SBO , 1,t YOgK STAT6i. NOL,'RESFb N 1 sr..• " 'r, :ITEMS ORIF TNS T0;THE REQUIRED - 2 ROOF CEILING COMI+ONEINIS SHALL.J -FASTENED M! AGC7)RDMICE�WITH TABI'IE 3.1 DF NA CERTIFK;A DESIGN Oq CONSTRUCSWfr' q �I s IL�ING d GO►INEO ON rIa�ryP1n Yo ": ;r h; , - '" q.',(,' ',, . .,r . ' , I : �. r r. ,,;. i A;$, , x.r. :i r IPO , _ 4T f .,i ' ,I h i 1 � i. M1a i. � :4 r. -' - '. "Li'.�.1 ' .P ' .� H4 Y'Y'1.1. - �k A�' Y, �,����' q,.2„ ,�'I "x :+i'. .,� .. 'n . ,; � . � , , ._ „ �,;II, � ' 4 rt10a. ,`' I:iH; d r Y � ,i,1. �1 ,.# e .y :; x �I;' r' r 'i- `' i = =~L A, �,'; 1 1 p� . ' - - ,, - 31' - i f c': Ake^ . �I 'S Air+ ,. e . ,, i' " " - - -, " , i1S A ' 'x• i ."ii rY I 5 r ,_ _ I �,3 ," AYV(RIERSCFRIIFICAI `': ;'I REQUIREQ 1 " . r� ti , , . , '- , . - „ _ . -, .1hie ,. 'Br . _ . _. '.,0 r n _��.. i, l 3` V THRU F _ ENT R00 . 1 SIZE TYPE MANUFACTURER EMERGENCY ESCAPE PROOPEN NG OF LOCATION SIZE TYPE MANUFACTURER EME RGENCY AYC E WITH F-_3__r _ _ "_ _ _ 3 _ _ i 3_ = iT 3 r__ r3"_ i _ "_ _ i_ _ ? r'� WINDOW 'SCHEDULE DOOR SCHEDULE LIVING LOCATION 3052 DOUBLE HUNG ANDERSEN-BUILDER SELECT N A REQUIRED FRONT 2 3'-0" X 6'-B' OVAL 01 As5-0au0UE THERMATRU-FIBERGLASS YES I _ 1 I 111/2'1 1/2 13• 1 1/2 1 1/2 1 11/2" 1 11/2' - - - LIVING' ROOM 3052 DOUBLE HUNG ANDERSEN-BUILDER SELECT N A REQUIRED FOYER CLOSET 2'-4' X 6'-8 RAISED PANEL'-LH BOSTON N A 1 I1/2 1 i1/2" I2. I I 1 1 I i2' 1 I1/2' I I LrvlNG-RTO 3052 DOUBLE HUNG ANDERSEN-BUILDER SELECT N A REQUIRED FOYER CLOSET 2'-4' X 6'—B* RAISED PANEL-RH BOSTONIAN 'N A FAMILY'ROOM FWH31611AR HINGED ANDERSEN-FRENCHWOOD HINGED YES REQUIRED LIVING ROOM 6'-0' % 6'-8 FRENCH-DOUBLE FRENCH 15 LITE SOLID WOOD N/A I 1 W.M. I , FAMIL ROOM 2462 DOUBLE HUNG ANDERSEN-BUILDER SELECT N/A REQUIRED BATH 2'-4' X W-6" RAISED PANEL-RH BOSTONIAN N/A FAMILY DOM 2482 DOUBLE HUNG ANDERSEN-BUILDER SELECT N A REQUIRED PANTRY 2'-4' % 6'-B" RAISED PANEL-RH BOSTONIAN N A I 11 ROOM - 305 DOUBLE HUNG ANDERSEN-BUILDER SELECT N/A REQUIRED GARAGE 2-8 X 6-8 RAISED PANEL-LH LANDMARK-S.C.F,P. B-LABEL N A 3` 1 1/2"l 1/2' 3.1 1 1/2•y 1/2" y 1/2• nu i D G8 114 SLIDER ANDERSEN-FRENCHWOOD SLIDER YES REQUIRED UTILITY ROOM 3'-0' % 6-8' FLUSH-RH LANDMARK�S.O.F.P. B-LABEL. N A, 1 1/2" 1 1/2" I 3' 1 /2" 4• 2 4' , •R' f 'i J - KITCHEN C245 CASEMENT ANDERSEN N A REQUIRED MASTER BEDROOM 5'-4' % 6'-8' RAISED PANEL—D019LE BOSTONIAN N A CO 4" q• 3 q• q• 4" 4" CO •� BA 243 10 UB HUNG ANDERSEN-BUILDER SELECT N/A REQUIRED MASTER BATHROOM 2'-8' X 6'-8" RAISED PAN L-RH BOSTONIAN N A I STAIR OU13LE HUNG ANDERSEN—BUILDER SELECT N/A L BOSTONIAN NIA 4"1 „ OYER HALL OIMNG M CN75 SP405 CN15 D wnwr�exr ANDERSEN 30.52 DOUBLE HUNG BUILDER SELECT N A REQUIREEDD BEMASTER N REQUIRED D OM CLOSET CLOSET 5-0' X 6'-8 USED PPAMEL-Stmt BOSTONIAN N A F' -NIAN N/A 3- - T' -3" -I' ' 3 'I - - 3- _ DININGROOM 3052 DOUBLE HUNG ANDERSEN-BUILDER SELECT N A REQUIRED MASTER CLOSET 2'-4' X 6'-8' RAISED PANEL-RH BOSTONIAN N/A 1 MASTER B ROOM 3046 DOUBLE HUNG ANDERSEN-BUILDER SELECT YES REQUIRED BATH 2'-4' X 6'-8' RAISED PANEL-RN BOSTONIAN N/A I 7 d/2' I I MASTER BEDROOM 3 DOUBLE HUNG ANDERSEN-BUILDER SELECT YES REQUIRED LAUNDRY ROOM 2-8 X 6 -8 RAISED PANEL-LH BOSTONIAN N A 111/2" KIGIIHEN 12' 1 11/2 MASTER'BEDROOM., 3046 DOUBLE HUNG ANDERSEN-BUILDER SELECT YES REQUIRED HALL CLOSET 2 -0 X 6'-B' RAISED PANEL-RH BOSTONIAN N A 1 51 K 1 4• 7 BATHROOM 24310-2 DOUBLE UNG ANDERSEN-BUILDER SELECT N/A REQUIRED BEDROOM 4 2'-B' X 6'-8' RAISED PANEL-LH BOSTONIAN N A BEDROOM 3 3046-2 DOUBLE HUNG ANDERSEN-BUILDER SELECT YES REQUIRED BEDROOM 4 CLOSET 2'-4' X 6'-8' RAISED PANEL-RH BOSTONIAN N A D ty - - BATH 2432 DOUBLE HUNG ANDERSEN-BUILDER SELECT N A REQUIRED BEDROOM 2 2'-8' X 6'-B' RAISED PANEL-RH BOSTONIAN N/A BEDOOM 4 30 DOUBLE HUNG ANDERSEN-BUILDER SELECT YES REQUIRED BEDROOM 2 CLOSET 5,_O_ x 6"-B- RAISED Pum.-SLUM BOSTONIAN N/A BEDROOM 4 3046 DOUBLE HUNG ANDERSEN-BUILDER SELECT YES REQUIRED 1 1 2' 2' 1 1/2' 4' BEDROOM 2 048 DOUBLE HUNG ANDERSEN-BUILDER SELECT YES REQUIRED CO ,4• 4• 4• 4• . B D OOM 2 - 46 DOUBLE HUNG ANDERSEN-BUILDERS CT YES REQUIRED . - - VENT . . CO L4 4- ' H 5 PLUMBING DIAGRAM - Of LVL FASTENING SCHEDULE ¢ N 0, 4 Maximum Uniform Load Applied to Either or Both Uutslde Pieces - J � _ 0 Naunrls per IFMnI foot) W ,�l' 0) C ILULED B[0.TE0 t coon.rw q a Thr been(dr*oM P r or phos)for mrryta w anpnotrd I ¢ TYrn hrnl rr nd ofd bat vA.g N ML 1 4m.M=far.bowel m EOT �. U' ,.'^. C moon A 1 C D E ra mm towel rw cwdamr ore prNttrd UPLIFT CONNECTORS O 16" O.C. 00 th 3 Top oM botkm rw d wmr .wad W Y fra.rlpr. 1-1/4"x20 GAX24" METAL STRAP Zw LC TJ W Q 0O. ¢ Nnbr ¢A110S 3INn ¢A0d5 2IIQd5 3 AWSX 'oc� �, � 12,� 4 )ol!hdrr ser b G w saw arrrlrr n w belt Every belt,vet.rima thro,9h w rd Nadr.n or w n.br,uw k f. t,o Nod oM M 2 'JOS 760 503 !d5 IS22 Sir lMr-pMn w.bm,yrUhtl nAhp Y fra w rod,rUr. 3 3e0 570 350 760 1110 F To N4wr rofoeon,ra,ryrn w.hrrr rlodd aNy b uud rhrr,loaw on apparel 14' MICROLAM RIDGE to htn din,r mrplrMy roan w top 0 w n.brr, 2•X8" R.R. 0 16" O.C. 4 Ilvt Arror,ttJrd 340 675 1010 7. Ivy-Iia nnhrrs,mp dae 0 wpm,, M WUt L L Flan J*N rut N o"t d sNh opprond MW Marr. ' 2 PLY 3 PLY 1 PLY 2'x6' COLLAR TIES O 32' O.C. y,��146D qAc M ca,..cwd 0 cowtoo w CMw 1Y0 AWS it¢s')oc .Yy N6TH 'S;a R-30 INSULATION IN ATTIC ® 0 0 0 0 0 Illf ® ® ® ® ® ATTIC (2) 9-1/2" MICROLAM HEADER RR * I O ' - 2 2•X4• SILL — (2) 1-3/4'X14• MICROLAM RIDGE �s 0T6610 A is Ir a ALN EP) L E r ML C a)dts) ( ) OC 'y�` ��• ibe AWS OG 7NEE WS IP DL IVO AWS 24 M DC RdafAEO 2'X10" LEDGE//R TO BE BOLTEDTO HOUSE � � NEW V,. BOLTS W/WASHEhS O 32j D.C. 2"%4' STRONGBACK UPLIFT CONNECTORS O 16' O.C. 1"%8" ALUM CLAD FASCIA - 1-1/4•X20 GA.X36'" METAL STRAP (2 2"X4* TOPFT CONNECTORS O 16" 0:0. Y - 2'XB' R.R. O 16" O.C. HALL USP NO. U20 2'X6' LEDGER 2•X6' C.J. O 16' Q.C. CATHEDRAL CEILING BEDROOM '3 2"X4' STUDS R-13 INSULATION IN WALLS' 1/2' GYPSUM BOARD. 7 16. OSB UPLIFT CONNECTORS O 18' O.C. / USP NO. RT7 2"X4' BOTTOM PLATE j Z' 3/4' T&C PLYWOOD SUB FLOOR O ' 1'X8' ALUM CLAD FASCIA U C) _ ' }�iMl3nbc ' (3) 2"X10' GIRDER NAILED AND CLUED OY (2) 2`X10' HEADER UPLIFT CONNECTORS O 16' O.C. Oe•1dSy/f2te 5' X 5" COLONIAL (PORCH POST 2'7f 10" F.J. O 12' O.C. C) >• 1 1-1/4'X20 GA.X36' METAL STRAP 0 ? 1vEN'1'OE�Cl x$1' 1 (2) 2`X4" TOP PLATE Z °) •. '' t FF-d• UPLIFT CONNECTORS REQ'D O EACH POST k1 (0 U R S*weVaero3.5Rdowold 1-1/4"X20 GA. MEDAL STRAP (2) 1-3/4"X9-1/2" MICROLAM HEADER X CI ¢ 1]dafilaDDcC FROM GIRDER THRU POST TO GIRDER - O LJ ABOVE (TYP. OF EACH POST) - ., QIMY:sBm KITCHEN �) z SI'A'IE]�vYalc UPLIFT CONNECTORS O 16" O.C. i/2` GYPSUM BOARD 1 CD 4 ! c, Lal / R�-x13 INSULATION IN WALLS .S� ((pp SGAMFIM S1 LAPPEDUNDERSILL METAL STRAP FLYER t! ";Z � g p CONSIRL�RQ'1TYPF Ddadd I or2Fhr&y 2"X6" CCA LEDGER TO BE BOLTED 7 16" OSB - I-)PATAx'i'JYPG11nF]eeQic TO HOUSE W/ 1/2"X3-1 2' LAG 2X4' BOTTOM PLATE '�' '� � '?I Oi { NAILED AND GLUED SUB FLOOR 3 a i LL } BOLTS W/WASHERS O 32 O.C. 21 :I ITE OI'ObM 2'%6" CCA O 16' O.C. UPLIFT CONNECTORS O 16' O.C. z p�p 'L.r DATECFPLga 802716 1-1/4"X20 GA.XtJB" METAL STRAP LAPPED UNDER SILL © n ., L31 i (2) 2-XB' CCA GIRDER 2"X10' RIM JO15T C) .X a'a PI✓<1J8"f])EIIO?t 2'%10' FJ. O 12' O.C. 2"X70" F.J. O 76' D.C. - ' - 21$T&Pmniw O 21 O :II UPLIFT CONNECTORS O EACH POST (3) 1-3/4•X11-7/8• MICROLAM GIRDER 'i E 1 ,O Q" rI +� ' USP NO. PBS44 'y; R-19 INSULATION IN FLOOR CRAWL SPACE ¢ Q N k(J ". (z) 2`X8" CCA SILL', `a' . -,u� •' ` y: Z . .OQvAJATgLIh® r . } ,'" .,. j SILL SitAL TERMTSHIELD N4oammW 616 UPLIFT CONNECTORS O EACH POST :�.i POST1r y.. a 5/8' DIA. ANCHOR BOLTS W/b"%3"%1/8" Jdb No. U"_114a . + . 4X4" CCA YmForiTlkoo" I ".q ` + ' WASHERS O 32' O.C. 1l;OMBdIa7twCLd)C[TA) ' '� pU �B USP NO.PA44E W/ 5/8' ANCHOR BOLT + •i — _ _ _ — _ � __ B" POURED CONCRETE FOUNDATION' WALL i Aram Dai vIm W/REINFORCING AS PER ENGINEERS DRAWINGS DroWri by: ,4E8 .fJ.Ct 3-1/2' DIA. SCH 40 STEEL COLUMN ON A POURED CONCRETE FOOTING' W/ WOOD ^4- 1 Rru,mt LF l� POURED CONCRETE FOOTING W/REINFORCING (2) 2'X6" CCA SILL ON A POURED CONCRETE FOOTING PILES AS PER ENGINEERS DRAWINGS TERMITE SHIELD AS PER ENGINEERS DRAIWINGS 06wl.fldOdlipg"So=Thm 1513 300 0,0 53 - SILL SEAL - Check'd byp -y Cdiag2:Od)a1DICd1'og(roAWc) 22D 19.0 00 H WOOD PILE AS PER ENGINEER 5/B" DIA. ANCHOR BOLTS W/3•X3^%7/8• 4" POURED CONCRETE SLAB W/ - _ WiBI VliiodRraey l6"ac 3RU 13,0 DO 28D WASHERS O 32' O.C. S'X8. 10\10 W.W.F. OVIER 6 MIL 1 gliidawL•9LLdRADAET1AL+lO1�p1Y1h1JANE 361 0320 116 VAPOR BARRIER ON COMPACTED 'Scapi: 1/4' 7'-0'i 'IAarWv 42 0400 11 8" POURED CONCRETE FOUNDATION WALL FILL AS PER ENGINEERS DRAWINGS „ q W REINFORCING AS PER ENGINEERS DRAWINGS flood:AlL-V,fiod7ueUBlaQal3midtimed:}sm 1519 19.0 00 7l 0� A POURED CONCRETE FOOTING W/ WOOD Date:, 08/12/03, PILES OD?.A7RJZVRTAi�vIIO` ThePDPredhild¢BnpM�54dia1hi.dn�tumedntx&tlnb kIigplmA:1,i5p,0 %and mcdaie8mdsidtledPithaisprYDitelPlicmm 1EePapnade��Am]ewhaAhagnitaneaaeTBwYadc9m13>a� WOOD PILE ` CoMm ban mgii®Ye. VLmeRr@fadI>a�Adrsamllm9mPd+mdeogMcdtHalx�.th}'me u6 Owq: No., ^� Wettolflc@at 1> J °Ali®asppd6mtiov=inoon*%=wffit isCah SECTION Sheet Nb2 of 10� Fav I . "FIlenol v tdrpan(2)d`wQ .� �n 17, RT 1 O U if I t P =585# 3' . RT7 RT1 5 LFTA6 MSTA3 6 Uplift=585 ADS2 Uplift=530#, Uplift=990#{ Uplift= 1 620# Uplift= 1550# � MTW20 Uplift=860 K L FTA Uplift= 1 020# RT2t7r' " RT1 6 MP4F Uplift— 1' 1 05# Uplift= 950# Uplift= 690# L FIrA 6 ADS2 Up111ft= - - - Uplift= 1 90Uplift= 1 550# MP4F Upllift= 690# LSTA3 6 0 Uplift= l 51 5# MP4F SPT24 Uplift= 690# Uplift-895# �pEDAR 78 RT7 MPA1 Fy,� E7 y�r Uplift— 1170# MTW12 Uplift= 660# �N UPWt�860# Uplift=-860# UpI f}8860# K FTA2 SPTH4 Uplift= 1 555# MP4F 4 , RT1 © Z Uplift= 1 470# Uplift= 690# Uplift=585# RT7 Upllift= 585# TYP . DETAIL OF FIRST FLOOR TO o RT1Uplift=530# SECOND FLOOR STUDS m QV. Q TYP . DETAIL OF RATERS TYP . DETAIL OF RAFTERS aC TO STUDS ALIGNED TO STUDS STAGGERED U 00 l �i c 0 RT7 Y ¢ 0 U ADSS 04 Uplift=585# a Uplift= 3695# SPT24 m ADS5 Uplift=895# RT15 Uplift= 3695# MTW18 RT20 Uplift=530# Uplift=860# Uplift= 1 105# RT7 Uplift=585# RT1 O MP4F Uplift=585# Uplift= 690# � a .' - SPTH4 ' Uplift= 1 470# STB RT7 - MP4F UpI , Uplift= " lft6585# 690# (riTW18,' ' Bearing Plate MTW20 u,pllft=,'860# ` TYP . EO U N DATI O N CONNECTIONS Uplift=860# S PT4 MTW 1 8 Uplift=735# RTI O O LSTA18 Uplift=860# Uplift=585# Z 0)Uplift= 1055# RT20 _ VISTA-1 Uplift= 105# Uplift= 620# RS150 m �I SP7H4 RT3 Uplift= 1700# Uplift=585# z °' w Jr' Upli'€t- 1470.# Uplift=475# ji J ' HRAHD22 Z Ld 4. Uplift--4760z MTW2 �_ ; , --- - .-..,. . _. . , ' -"1- - '-" ' - --• ' -"- -. .- - -- - _ __ . , .. _ _ _., '"- - -'---' - '- -- "' '-- -- - - " - --- - ' - - "' - - "-. ..,_ - ti' . _'tra. r -e ,-1t..�-,. '.-�, I„ :� - .- I -.. -- _-_ - - -'- - - . .. .._ - _ M ! a< .,1.,� ta1�, Odd 'r wI v, ! , G N 0 o k�A- L= T L. a I ' �i I �, - E 1. THIS BUILDING WAS' DESIGNED IN ACCORDANCE WITH STRENGTH DESIGN - I, �� � WI, <.r � ', Ili I 11PROCEDURE AS'PER: BUILDING CODE kQLJIREMFNTS FOR REINFORCED' Iwo ! OONCRFTF ACI 318! 4_TV$T EDITION' . ALL STANDARDS' OF 7H£ AMERICAN SQICIETY �11 � "' -91 a I 1 'a. ,I 79'-8" m _, -,.__-_--_______ -_-- FOR TESTING (Al LISTED BELOW ARE REFER'ENCED''.TO THE LATEST - 3. ,� I 1 . - � , -- __ -_--�- -_—._ EDITION APPROVED BY THE ACI 'G¢pE: _ _ 48' S 2'-iD„ ,. i 1'_1" ____17'-3" T -T .----__—_ ;-- --- -_- -- -- — - 2. EXAMINE ARCHITECTURAL, MONCJHANICA!'.ATPLUM RING, AND EOLECTRICAL I FOR -- ^ F, '„ 7, 3.. � 7,,Zr, 7r_2„ -.,- 7�-2 7'-3" -- - G• O,. '_7D,q Ct1�A5ESGSIN,INSERTS, OP OPENINGS,OF LOCATION WASHE$;➢DRIPS REVEAL$,:' : . .:. I "i - 9" 11T1 10 --� .�. ^� ___ —� ----_ -"—_ DEPRESSIONS.TURAL AND OTH WITH DIFFERENCES SCT, REQRT;O BrK C ORDiNAI $O"YN7r'tE � 1` ,: yr ARCHITECT. ' , . 3. CONTRACT"GR SHALL VERIFY AtdD _fi70N'ft(31NA#£ ALL DIMEMSIONS tYEk.A'F,EQ, ,T¢ - � 1{ �— - - - . , - - - -- - ..,, _ _ RAGES BEFORE"Cl'SIJC WALLS SSS THAN i2" 'M,AkIMM'' OWE;�LSION .. 1_ .. F;, - . . -- - I . - „ - ., . _ .. } - - - _ .. _ _ .. - .- -- - - _- 4. AND'OT OWN ONSTRUCTURAL. CIRAWING3,',.DFI£Nt ., $ - r, ,, 5.r" t Q., . - - 1 2 3 P � P6 P7 P8 ARE GENERALLY aRAWINGs SHALL Nor.Be R is O Wh7�ak"T RIgR $t1bWN �, "I 15 L I - - b, WRITTEN APPROVAL OP TRE ENGINEER. URRE'Tr1rIS ' SIT,OWN ON'`' `'' ", ^" 1-? �" ,I 'a� r j - � I THE STRUCTURAL DRAWINGS' SHALL RE SUBURTED 10 Tt3E STRUCTURtiI: ! „ : `�' _ `r ENGINEER FOR APPROVAL .SLEEII'ES, ROXfi5 AN'El OTHER: OP$NfNtpS SNALf, NOT - I' + '_, ' �' �` ",�,, BE 'PERMITTED, UNLESS SHOWN ON A :D1iAWING"SXUBMI'I'}'£1 I ' ANF:): ., � , .fes ^ :C5; a, Y .. „ . . ._._ .CTURAL-fC1GtNEFR. HAti I ' 1 Tv APPROVED BY THE STRUCTURAL - GENERAL.CONTRpCTOR S- 'd!' 1, `: .'' , - —` _,.._ - .. -, - _. - - ._._. __ - _- _ - P P4 FURNISHED TRAN9PAREY'�l QZALIQ TO MECHANICAL CONTRACTOR,FOR � d,4.-[ ' � ' � �7,,.`a .,,' ,, --- - -- - - ' - - - --- - . 1 3 � � ' INSPECTION OF SLEEVES. BOXES AND, OTHER,'OP?ENINQ8 AT LEAST . -_ .,,:_ .„ - _ - . . - - -- - _ f o-e Tl� iI, I Y ( . - Pg P10 P11 - - - THREE WEEKS BEFORE FORMING DECK, FOR SUBMISSION:TO STRUCTVRAA I � i, 2. ^ ? , + .: "I' ENGINEER FOR APPROVAL. " • I - ^ �G . Sn ' '" 5. TYPICAL DETAILS AND, NOTES SHOWN 'ON St Hucy',URAL. DRf{WktJOS Gh1A4 '' A ' '' 'I ^��' " BE APPLICABLE TO ALT, PAe7'Ts OF ThIE STRUCTURAL �ut'Ol,'1VC` ffiiE{FRT',V,�C•!E,`RE " '_'n ' _i�d II 'IIFl,I rt r °-r - I P 1 P 1 S SPECIFICALLY REQUIRED,' OTHERWISE'BY CONTRACT OGG MfW S- � � l ���'i 760 :, � I _ � � � 6. DETAILS NOT SPECIFICALLY SHALL BE SIMILAR 'TO �T#`M Sk10WN MR I , � i �� �;T� ,,, '. - ',' � ', . . - - ----- _ CON➢ S D BY , L ,,I� - THE MgST NI R1':Y SFMIIiAR ' ITIQN A ETERM1NEq 'TtiQ { s,_', --. ..-I - 4 I m s� ARCHITECT OR G GINELRRMIT TeEI,NFORCING, STEEL SH(}k'DRAWINGS F'E(R I .,'II _ _ - ..._ ._'-. ,- - ' - -- .- - � . _ � ' � " REVIEW TO THE STRUC ' 1-111, STARTEp,' SHAL t t 1. THE CONTRACTOR ' N 1' ` ; ' :,._--- - ' -, . . . _ .I 11 - - - _I _ :.__ . . .- -_— c f T e QJ'IS'FIJL:TWN IF .,b: _ 8. .,7RlJ,TURAL DRAWINGS SHALLYNEER EtCTREC ISI . P 1 6 P 1 - - _ _ _ _ .. _ E USED IN CONdyNCTtq , WITH ':�41 L -ot P1g' x P20 ' P 1 P1.2 P .3 P24' i P25 REMAINDER OF PROJECT„CONTR'ACT.:DOCUAIEN.TS. I <� .., r _ ... .._. _. _ -- - - _ . .: ._ :..: . _ _ ;:,1 ' .I I I. A IELDXI13EFORE EXCAVATION ISLBEGUN.::EX15-TING N)'ll ESI SOMALL�E - I 11 �4,y"� � �j �I �,1 BE CH CKED' IN e '"'a 'G,y ' I BE LOCATED AND PROT.EOTEp: OR RE»RQUTtO"A5 REQUIRED BY " 1 ' t rn P25 . . I EXCAVATION. ANY UBS7RUC'FIgN` ffbICOUNTERED QVRING' fXr•AVpTllpl(}c I!..r1'il 11 I . , ,.,;,,P _ I SUCH AS UNDERGROUND UTkftiES, CESSPOOLS; ETC., SHAIDL BE' _ , :J': : . :'. I P27 P28 P29 P301 SPP NnFo DPENDi � T �� I T2'-1t" 14'-6° 12'_7"" _=J° 5" us LIC TION g u TTo THE ARCHR£CT OR TFIE £NG iuR AN1D W� NG INSTR N TO PROCEED ° I j av it-1'- - — T' —g 1 — 4 10 11 - i gT10[y �EQUiREM ENT p -YV p -I �r�.v r�,I.,'.` :, ''LIQ t 1. FOUNDATION FOR THIS PROJECT %CONSIST OF,•TIM$ET P,IF,E'$, 'GRADE111- I q ,4 r I _. . . .. _ _ . - _.. .. . -. -. __ BEAMS AND SLAB ON GRADE I'-1 r ^ ` ',J 1 ,_,._: - - - . . - _ I. r cv 2. NO RESPONSlBI13TY IS AS$QIKQ SY, TWE ARr,HTrECT QR-;ENGIN R; ^� I ' ,i s„ 11 .r q" � V 11,E 'L 11 ' . � FOR THE VALIDITY OF'7WR' $UBS,URFACE COMB)]TONS.d,7E�S"I�`t+IBEl7 g1".k'.-, ' IC�,� ae I n - { ^' : P31 , P32 P33 N ,1 , -M ,--`-- - - :-, REPORRAW GS SPECIPiCA170N$;, TEST 80FXIN6fi - � - � . - .,_ OR Gk�T'fUH'NICAL. .,� i ��� ' � _ - - - .- ','a, FOUNDATION UNI15 SHALL' BE CENTERED UNt ER 'Woo 1,3TRUC`''FT d_ 1 P3 � ' 9 - 4CY ' ' P4'I P42 `„ ac, ."? - .._!,: �. _. ., 5' NOTED OTHE`fTW�$E,t1N, TLLE�; CIitAtANNDS:. -,';5 ;i. „ �..", ' : a. e . It :� .i. T .,!:.•y; • , .' I -,. '_ . . - _ I 4. ALL PB S SHALL CONFORM TO 'T' r P L re", Ib1'/Tsil OF „n 1 1 , .'I t vLiII 'r o �E �.P p f wXIFgl cs.aEdt 4ti 1' „ ..f.. .. - %- pt: fT, r r „� ',r PJ'( , 'I ,:] , , L, STANDA - ,�,. ! I^ r, ,I r ,;: L!r - ... P3P• �' RD UR ROUND 'TIMBER 'Plli$S!,' 5, 1, ',., , ;,T'-,"l"kla8� r. YI; I'L7' *" I : ''. - 5. ALL BILES, SHALL BE TREATED,)N ,A=r0 JdANCE.IV,R+Y;�THE,.; WPI $TANDART s. � ,;,.� � .�.! .: „ �,j I�,..;rl ,' L. 4 , P44 - . p� I. , ., a'..,�^ - .v , 'C 3 THE TOP OF WOOD PILES AT IGUT*;OFI^ +,rz`,_HALL,BE Cal ,iw COATS;;(3F' Il - . - '.f' . '. _ _ _ __.-_ _ - f - - P HO 'CREOSOTE FDLtOYIED 6:5", A C 1" F G' '+c_ n '� ' O �' � t�iFPai� eo yy P; - '1 .-- m,_',:.- _ _ _ ;:m,.. _ ._, '.', -_- P4 P49L ,P`J'1 "CUT-OFF" SHALL BE MADE -161 Spk1ND.WOOD ,N - "r '',:n,l� j1 •;y''9 P46' P47 IT iT. - _ - - M TTIE .: '. ' _ -1. „ � .. ,,,' ; 'o OPR.EVEMLDI5 ORTFDN,ORSHALL BE �N URYRIVEN 7N SUPH MA NER AND $'R C', ,,, �, ': _ _ . - .' - , _, - .,_.. ,: _ - T OF, THE PILES+AUPrEAC7Y.7t�a� I . _,r;T' : ri • .. -, - " : _�",.,_ _ .t " THE ALLOWABLE f. 4I. n"s` , I,+ s I ,::' E+d r,,. 4J T -._ LOAD ,ON;'�P1LES,SHALL':BE Or M4NtM,Wt4'I,OF '3'�9 7T3, ,AL3.,,,- r e .rra� + 1 r11 ',.1. P I r _' - - ^,3 SHALL BE DETERMINED BY THE APPLICABLE FOS GDW ,WiNIG ATM' , r ' 6 + " I , ' ^," � r I'- ACCEPTED ENGINEERING PRACTICE. ! - ,? - n,, ,, 1 ,� y, �� <r •, I I r - 1 7 PROVIDE TEMPORARY OR PERMANENT SUPPOf�k,$, 1�HETW1tiR�„SHORI, G,, ' ? r c.1' I , ° I I a. I "I�',i + -' ' - - SHE TNG O HRACINGENT I 1, I- R ,.1 NOT NQ '1iORPC4jNT LiQVE�tNT q14 � „, L rI I L .r . '_� „ ,1 „ ' , SII VERTICAL IL IT ESTADJAC£NT OL7NER 4SJITCTT SITE NG RUE.TWTfSC Si i' `r j ar I ^� ll� Ti , 1 IF 9„ 12,_U„ � °, _ - �_ 7 - J _, 7_1___ J � 8. MAXIMUM SLOPE BETWEEN BOTTOM''OF TWO,ADJACENT' F,OOTIINGS,S : ; I ..-,.I 10 5,1 10_-11= _TT�n=_—_ 7'–t°_ 7 1 I. J, 1 OR' HALT T rr i.'. qJ ! I NU'T EkCEED 2 HQRIZO'N'FAt TO T VE'RTIQAC: + i ° I P ''1 rl , r 1 ' '�'` . ” « ", ' 42'-4' - _�,-- .--_T.--_- ' 2 6 9. CARRY OUT CONTINUOUS -CONTROL OF SURFACE AND 'StIBSUY} fiE:?f7R�;ER - T - ! , t ;1 ,I I I, ' .-.,:Y _ _, 12 -0 �__ --..-.------ 2'- 1U�---._. _.._...— -------------`----- DURING CONSTRUCTION $0 THAT FOUNDATION WORK tS'.DQNE UNI 'DRY1 - k d nM"•ii . - 79'-$" __ _- _. __,_ --- - AND UNDISTURBED SUBGRAPE �MATEISIAL, AS APPLICABLEI : 'i r , .111 ' ;1 ' -- _ 10. BOTTOM 3" OF EXCAVATION FtlR ED BY - • -r F 't, I `11•� a FOOTINGS SHALL BE Fafr19M. �,� - HAND SHOVEL OR AS DIRECTED' BY THE GEOTECHNICAL ENGINEER X " ,I, ; ,';� 11. BAcKFIu UNDER ANY PORTION OF''THE STR6&r IRE SHALE 'E r If v I . I C'OWACTED IN 8" LIFTS TO AT LEAST 9A OF TFIE'. I41UM 0HY ' I!il ' 1 DENSITY PER ASTMYC@Q. r - _ ':p': PILES AND GRADE BEAMS LAYOUT 4 ' + t ', 12. FIELD DENSITY CHECKS SHOULD EiE'�PERF;ORMEB AT' APPR6.;;;ATE • :A ill r I '` I "� ,,- - DMF.-S DARING THEFJeR7HWOR14 Qt?WATIf1�1'S IN ORDER TO,sU2IFY - = e SCALER/4"=1'-D" THAT THE AFOREMENTIONED GG WA&WN 0IilaUIRET�IENtS ' I X 7 SATISFIED THESE CHECKS SHOUCD�BE PERY',ORMED IN THH�LI'09C1.EI '" t "'I 1 I '1 +,,., _ - SUIDGRADE AT TFIE FR6PQSED NEW 'F00TIla"$. AT 'EACH .UFT` - y ",� ' ! ' r1 r ',<I l�N' NOTES PLAN 'STRUCTURAL FILL AMP SEW ALT, 'C6146INE E- SLAB, ON GRADE `1+TTI% iyI r,,,l. - ALL DIMENSION SHOWN SHALL BE COORDINATED WITH ARCHIT€CTURAL DRAWINGS. ,'I ,t i ,, LOCATIONS. - r r1^,( Ii, 1, 1,7 _ , 2, FOR FOUNDATION DETAILS„ SEE DRAWING ,-3 THE SUIITA81LO OF PREPARED BACKFILL �MATERIA4S $1iQL1LD BE r ' 1f r I � :I:L IiTI } f 1 ', 'r - _ DETERMINED BY THE. OEU'hECHN1CAL ENG{NEER fN THE FIELD f1�'-'} r :I ,r'I .11hp,I,° 1 ,I 'Iv Itc I E , DURING CONS,'TRUCTION. - -i I •�, m r''t"FI, , t 6 ,I ' �jT wayj}: i , 1 L'k k4^� ' T _ - - _ 13. TED ECFII�, 'OP IkJ'FtCQITY TR NI',HES R4rN.L k� ffiliA{, I ': Iv ' '0 Y _, I,,i r,� I ,*� d SHOULD MEE"1` THE 'COMPACTION, REOOMMNT7ATIONu 1D4T1;INI 1,1' -1_1�,.� L ;, " hl 'g. < '' E$gbp'(I m H, p'I 1 I „ I P c IIT , I L' - - - Ir i:�tt J'I- �16 ro e 1I FFIT I G - - - iL .�I r t c7 Al- I I - ` c`I , 5, *I+ m ry , tl��.nR� ,J''I•'II IT% I i ' 1 - � . 1 .' S° - - _ „ �, . (( - - n . Rs �' - - 8Y .t , n 3 L. I TI L � ' ' rl I " „ N ^r" I 1 f_`� ILL �4 . . 1 ,a I �� . '� YI' , , 2 1 I1IjiL I - F f�, h'y ` ir IS I I � ,1 1111i, d c I J k 1,, 6 17 :'t'I y v t j ., T`rjry r :,, - - - - I ( r e � 4 r - Wh,.. _ - - r i 5 444 ' _ 'F it r , v I 1 II , r I I Ih'ta. {,y5=,� . . '" I Is.r, h r , ?` 71 ,, el i' , 1p-",� x r _ -.1, Tae +i F ,. 4l I m I I r W5, " } ,,. 1 .`I :P:�, .,.�. .i, , T.'F - . ., i.. L'� .. ." ',� u - :. 1 , tH �I ,�,, I n1i "I r IV '' .ifi M1 r i. . a - - IJ k C: 1'� f - s _ r.r,l d Y (, ,. . I,. - r, - ti i 4 Sd L ,� r I L •A '`.;4 t. t'wy :# v"4a1., - - - .vl �_,. - r i'A , ! ,. I r x'J s k- 1 4 „ � I � , � i 1 r ( 1x1 , - � '� "... ' l. '�qf ,,I. ' „ : .' ' , � ", -„_ _: -_'. - - __ .._--.._,,. ., - - . .,. � - . _ ._ _._-- _ _ _ . . ,. - _ _ . _- .. ,. ., ,,_,. �,_ , . ._ _ __ . _ . - -. - _ . _ __,� ,...,. - �.w. __. - .� .... ,y, .. . .,_„e,.....,_�..._....,..,._ .�.. .�..,�-.xww.a..�._:.,�. s.u..�.�.�..u'.'.,:.��.uE. :�i's..,-.�"s..a.:.,.-,t,'1� ,....�c1.� ,I - ,, - - I i s 1/2" DIA. BOLTS Q 32" OC.MAX. NOT MORE THAN 12" FROM CORNER o° .__--___---._..---___—_—_—._._----_� 79'-8" d 1 Z'3"_ — - --- - -- — — — 480"- — _ —. -- — 2'- 10" 10'-0" 7'-3' 0" 7 -3° 7-2T T T-.1 - - - — - I - ---- - -- --- - --- - - ---- - --- ------ - - - - ,i I I .N' i i I , a I Ii I a I it 1 I I TF � � J � gI_ �J 9I 2 1 — o Mr ' - - li s-3 3 12 x12" CU CR ' IFR W 5 VER . r 9 I 1 / ANP TIE ,. 0�'C.HORIZ., CQ -. I _I / EXP, . 4 5 H"' 10 x6 X1/2 BAS[ EEENNN"' 4" STANQARD PIPE r0M o 00 I I I 4 5/8" FXP. PU T, ,1 12"%12"%1/2' BASE PL TC AND 04" STANDARD PIPE CLU N1 — 1-i'-1" 1' 1 9` 1L'-7" S' 5" IN 19- I s � 2 i I 5 I I I 1F ' _J I IC _ J f�4 � t'0I s- I- o. I 2 ' s-s I �. t 10"9'10" CONCR IE PIER 'W/4#5 VERT. AND #3 RES U C.HORIZ T r 1�--'� I� ��-I' 7 1" � 7 I" T - 1" 5 O' � 22' 10° - --- --- - — ----.- . - - - - - ---- - --- --- . - - -- - -- — ----- SLAB 4" , SLAB ON GRADE PLAN { PLAN NOT s I ALL DIMENSION SHOWN SHALL 8E COORDINATED WITH ARCHITECTURAL, DRAWINGS. _ z L. 1=0R FOUNDATION DETAILS, SEE DRAWING S-3 ./ N O 9 _ V �Jo " ci. i V1 i SJ 11 : A N : Ski A-0" �z �' Ir aiw i (i! .,;,Dll',1141X:fWr^m"� ^J .'„-,, - I I _ 1_ _ V2' THA NOUS R li-0' OC VR' EIA. POLIS a 6'CO OA it OTR. ROAN e 3.' aS. " CUNL <'rA1P� -- _ EL:- -Li' _ _ __ � �`•" 4 41tH 9' MIN. EHAEPIIENi ?NP � IIE MNfOR WO151OG J NLII NOFf iF1gN l.. FROM I-fX>NCk NOl MORE iNPN {2 FR@1 LIXtNEk SIMPSOH TRUSS MAI TNA29- II Hit MORE INPN 12' PRWI CBiW:R\ � _ _- _ - -- -- - --- - CC T_ _ EL 1 wvF ILL 0- V2' DIA. BOLTS P G' n- OL:- —"" f.. , CENT - aLIC _ _ � NOT HOIIF THAN 1r' I ROM LOl2NFR NOT MORE THAN 12' FROM FpRNF.R ----- 13. X4 CUNT (3> 04 WN -Cy,-= GRADE tl9pla' ILL.- .q: 4Ne1R' of 1?+. XIe16• 1 \ - �- f OHC CURB--\,\ U' WNL, CORE �' B' EpNQ CVRB.� ,3 IId CI INi, flYl'• %6 r5B laYl T`\ 6CONT \ a l 1. I68 POOL L35 01 CONT, (TYP>- --- �� R' Lr I PB ITYP)--- \ „�� - 04MIE' Ih (tYP, ,VF 611-tIII �` .\ . E.o ) \I�� \N _ 2 WWF 46-1010- WlIH' M. MR,)- -��,� '�• CIINL. NRl1 IrYPo --- __ _ _ \ EI TL (2) 06 TIED CUNT. (TTP.P- -WWI 6E-1010 `Y"�F o6-IUIU \ - %n iM1fl CCkll �T'!P) - �` __- F - r lu' ue r B u n � V -101 l VAPOR BARRIER SARF IkR / JN•0' BARk I,P / ` _ VAPOR BARRIER->� / A Qz WELL CIIMPfCIEB FILL - / WLLI COMr ACR01'Ly JJ r"Ikl E" \_ WEIL LOMPPL iE FIC! - - AT101ET -1 VELI. SEEw7r, f ILL- SEE Nr1TES, `-I WELL UNMPAfrN ILL -CE IIpiC3, %-I - -�' N . �a J LEE NIIIG:. `:1 �Y �'� ^I ' I IIIDF { .I PILE _D,4F PILO *! DEN PFI_ rV' TIMBER ' '"MPF.P. PILE-' 6- PT Beer IR PIEC _. ---- - --- - - - ---__ _ � SECTION ---- - 3X,, SECTION ----- � SECTION -- _ � _SECTION ���� SECTION c� -:;CALF 1%1"- 1' 0' � � S!'ALF 7/2'=7' CS - S_ 3/ -� G� q ;a,ALt , 1/- =1 -0 s "'- 3/ -0'-2' ,.__ ."' a.____��� _ -CxP. POLLS 1/r mP, opL'r3 tl c,n• upr- �- � � _��L--ri e. E rH 2• PRUH CORNER CO DIA. BOLTS a R' E? OA, DIA. BOLTS it L-0- UC c 7 NM MORE LI4AN IN IPOP CENTER ' Nm MORE 1 1/2' IDP BOLTS E 9-0' TIE NOT MORE THAN 12' FROM CORNER NOT MORE THAN 12' FROM CORNER _—_ _ ----- �y Ir'xl2' (ERIC 11CR- - -. U) YJ TIES iIYP,l "i' N1 OF "YP - (3) X1 (I[INL (TYP! QJi a titin 54 fpNC JTPJ X -3' CONI LUel (t YP) ti' cow CUP p aYP� --� I � - X1RIB' 11EYP.A X� (0) X1 CONT, (TYP>- --� / I -._D• LONC. CURB, TY°d I. I _ - 'IXG VLRL OW, ( XID C MC. .iYP, 1!rFMT - Fl• C,iJl11', CURS i 1010 _ YA11Ob I" CONT - _ J - --- - (2) 6 TAB 60Mr, ITYP) !b 11/a rbfi CLWi 21YP / /^JWF G�-IUIU 4V1" 66-IOID- 12'r Yd TbX CRIT. (ttPd p1E1R• LLL. QTR}- --._ � WVF tb-IOIJ <2D pe T%B CONT •iYP.) Il- -2-10' � - - - - - , -WWf 66-TOTE EL. -2 lU' EL- D' � T p 12' %b rl CONT, (TYP.T- - EL__10' _ - -_—_ 1 • -' V VVf 66-1U10 - r_ �, / /- T7I ,( T eaPOt BARRIER V W'I1R flf.FRIf Y� I / / My cn VAPOR BARRIER� � I /F [/] / t `VLLI fON?HC It FILL VLI. Cl'iPPCIE% FILL -' - _ Y �7 �yY J WRL RIHPPE ILS FILL -/ - _ -- SEF NOiCC. L-I .C- NL iE` PI _ f MMI irt( YELL COMPACTED FILL VLLI- IS Mj RED, 1 LLL // :FE MOI:: S ( y� >4 • .Jif C>••"I �hE NO16i, L-1 - M - iORDER PILE- --Tl'{6, � � TIMBER PILL ' I � F - TIMOER PILE FF TMI PLLE-' 'I6� - l Pf� '' TIMBER PILE _rl_ vim% ' I I Za A _ I - - SECTION 6 . SECTION - ' 7- SECTION _- "� q �o SECTION _ 4: SECTION J-) —- - --- - — - --- - - -<rALL , -- -- _ ,CALL S Ia IM OwBEnnJUSL1BLE POST BASE S/0' EMP, BElL1�\ --- (C ---- IID FILLCO WITH OFokll 12'.1? CONE, PIER - -- - _ (4) 113 T) (Ty p, P� - At OFF, GO11lIMN !e _Ci -- -') t1G ib0 -ONl ' L --4#b VERT. (ErYFJP> WWF 6l, Ali ID T4D CENT PEDDLE -'�- I RT WWF 66 our _ 12) X6 III Q 6BNC q, X6 T&D LOW - WF 66-LUTE EL ✓-00' EL 2'40' " 111' •- - AD m � VAPOR pARR1ER-! � RI 2j ) - / \ WELL CONPAC•TCP FILL -/ - / WEI L IJMYRf TFP FILL- ! L. WCLL 611HPACTEO FILL ';' SEE N04'i. 1 - vAPIXt WPRI R- Q I' - - - SCE NOTEI, S-1 • i _ ..-I - o i _ :EL Nllif t. --VELI NMPACTCD TILL - i - - WELL I,pM°AO TEII R SEC WIFE NOTES, '-t Y 1 TIMBER PILL- I{{Ig •- _ rf - � - I�� TIMBER PILE-' LIMBER PILL— Fill PRE eT /1-_ _ RHBER PILE - i I XGIIS BAN Iti Pi M.14XI ;'I � OIIIM 0Y TIof _SECTION 'i SECTION 2' SECTION : J9 SECTION SECTION -EC - IO - - -- -- - - - �B ' m ---- --- - --- —-- � �- scal.E r,M•_I'_p----- -- \ srAi_E �I/- 1 --0., - --�'S SCALE I/z,._L_�,. _ SCALE: ICALE EHAllttic Nv1mm,+ �3 mA Xn iNew000,11 p LI 6_ �J � m 79'-4" C a . 11'_7" 17'-3" aI° B'_2+ 0-1" J° 79 yqRc DAMPROOF FOUNDATION TO GRAD ED Q�� - - - - - - — — — — — — — — — — — — — — — — 016610 a o:I ACCESS WINDOW ICS^ w B" POURED CONCRETE FOUNDATION I L— C x WALL ON A 20'X12" REINFORCED ti C o o POURED CONCRETE FOOTING o N of m )o I FC- Q ^ pD rACOESS m ® CRAWL SPACE o m ¢ c vJ H pC7NDOW C a< -; I I p'� 0 0 3-1/2" DIA. STEEL COLUMN " o H O1 CnIV_ x x ON A 2'-0"%2'-0"XFOOTI® N m 6"X9" POCNET FOR T =MICROLAM GIRDER, SLATE N N �,PROF Cs NCRETE FOOTING J Z W NcSHIMS AS REO'D ) W C -I (TYP. OF ALL GIRDERS) Nfv 7 2- 7 -2" 7 -2" 7r_ 0]N % — — — — L_ — m I (3) II-311-7/6" MICROLAM GI E F li 0 N n - I I - - - - - - - � I 3-,/ ",DIA STEEL COLUMN I F - - - n I 32'_6•. ON A -0 X2'-0"%1'-0" F72'-6" POURED CONCRETE FOOTING I (TYP. OF 6) 276* F.J. a 16' O.C. THREE CAR GARAGE I I I o o L � M 0 0 0 0 WALLS AND CEILING ToI I - . I I RECEIVE 5 /B" TYPE %" - FIRECODE GYPSUM BOARDI 8 3-i/2" DIA. STEEL COLUMN I - I I -x 6 O I ® ® o 4" POURED CONCRETE SLAG ON A 2'-0"%2'-0'X1'-0" j WITH 6'X6" 10\10 W.W.F. POURED CONCRETE FOOTING LL v: `o v: 4 iv I I N OVER 6 MIL VAPOR BARRIER (1YP. OF 2) I I 0 0 v 0 0 x N,❑ I `� N ON COMPACTED FILL ❑ I N 2 -10 K L_ J J-1 I I 12' 10•_4" 10'-4" � $5f6' F.J. 0 1 C. � z N Cn LEDGER TO BE d p 0 9 1p LAG BOLTED TO HOUSE s• I U O FOR OVERHEAD DOOD O PITCH DEPRESS FOUNDATION WALL I I '= 0 >- iv 4 WITH 1/2"X3-1/2" LAG O C, 'n Z L — — — — — — (TYP. OF 3) I I I -; BOLTS W/WASHERS ® 32" PO _ _ _ C C F- T- O.C. '+ F'p CONCRETE OFOOTING POURED z v N iv� L J I 7 x I -1 I UPLIFT CONTYR OF NECTORS REO'D O Ld W LL 0 ( 2X8 CCA GIR E ff O 2"X6" CCA GIRD R USP NO. PAU44E W/ANCHOR BOLT ~ °- O L J USP CCA POST U z Z — — — — — — — USP N0. PB544 ZC g w Z NOTE: z oZ z o O a x 1 ' r i. CRAWL SPACE X z Q 60 . 0 2. (2) VINYL GLIDING WINDOWS FOR ACCESS O DO _ ~ W Z •_.,1• ._3. _ ._7 ._3.. ._9" .-3" •-1 •_71• 7•_1• 7'_7" 7._i" 7•_7" 7'_3" Q O a. N 2 2. (4) METAL CRAWL SPACE VENTS00� L9 U 7 1Y 22' 12'-10" a. o 34' 36'-6" Job No. 03-114 76'-6" Drawn by: ALB ,Brtyr ,LEC Check'd byi - Scale: 1/4"=1'-0" Date; 08/12/03 FOUNDATION PLAN Dwg. No. A - 3 Sheet No: 4 of 10 e Rename: tarpon(2).dwg �'� 0 '-8" 11' 15'-6" 10'-4" w 0 O 24310 4 pt L (2) 1 3/4•X9 FWG 061 L HEADER7 3052-4 'j T 2a tgFED q/1SC 3-1/2"X11-7/6" GLULAM H4ER ATH 3° , 'a.� 2"X6" WALL I I '.I N )? " s\ o xN DO QO OO NLL ?Ndc 2—T ?a�\0O IL 2448 �Nd'016611 _ " 2 O DINETTE ' NI-E P (2 12"%12" VENTS WITHIN AR8'-O" CEILING O b FAMILY ROOM12) FROM FLOOR & CEILING F ER HEIGHT -6 � ill 6 6 o.TYPE "%" FIRECO ®5SUM BOARD ON WALLS 2'� e,-e" LL LL LLG �FOOM AND CEILING 0 o P NTRY `7 0�U� $o W 0) �- c` S 0 16* C. SlIDI(E DEBECTOR TO BE - CONNECTED MRETCLY TO1p 0) O ETR' N � USE CURRENT _1 w N n Z LLJ0_ 00 V) O A 2"X6" WALL U - r 5 �raiim (3) 2•x10' __ _ - \ 5/8" TYPE "X" NRECODE - - -- - - -- OPPED HNPm HEADER 2• r m GYPSUM BOARD ON WALLS w 2"X6' WALL 2'-4 e'-e' 2'-4'%e'-e' 4 4 m AND CEILINGw o 3 CLOSET `� n K o o O 12'-7" 17-6" ti o O O 1. a 2'x8' R.R. O 16 O.C. w io . \ 2• o o: 3 12,_6. I LL , ¢ o ° 3' ® +o y ® I ® THREE CAR GARAGE ® o o o o AO- ci °\o w K e o A `w 0 I w o 3-1/2" DIA. STEEL COLUMN :r (;D 2%1a—H DINING ROOM E OF FLO ABO E T N N N ON A 2'-0"XCIRETE 1'-o" o e m LIVING ROOM a C V POURED CONCIRETE FOOTING :F m iv (TYP. OF 2) N tl li I e tl n w 2"X10" RIDGEI ', o o FOY "ol o o 2'XS" CCA LE GER TO BE OLS D ,2"%8' R.R. ® 16" O.C. OPEN T ABOVE ._ o - 4'`�e1. - - m N N m mll N N PORCH BOLTS W/WASHERS ® 32 O.C. 5.5" X 14" GLULA�1 5.5" I% 14" GIL 5i.5' X 14" GLULAM I I i N N T -� � � ^ SMOON� DIM ETo To I I 4"X4" FLUTTED COLUMN n VO, 00 I U L-4R 00� I HOUSE CURRENT � '%b• R. . 0 'a O.D. � a I 7 N 2 6 C'% .J.O 16 O.0 I 16 p % e Y °�I I I o 3052 3052 6 3052 3052 I� ° �O• 00 N N p /N Op O w V. ti 12' o[ U o 0 0 21 4" o o L ® :° °- '66 + N 5"%5" PORCH POSTS �x x x N ryh . w x iv x w OO OO �0. W/USP NO. RS16-R (, N N N N =1 iv iu 7I > N � 1-1/2"X16 GA. $TRAP (2)'9-1/2" MICROLAM HEAD I I I rco FOQ (,`I-{ - f.1 a+o FROM GIRDER THRU z I, m I $� ^ POST TO GIRDER ABOVE N 2"X8" RR. O 16' O.C. 2"X8" R.R. 0116 O.C. N m v10 N N N (NP. OF ALL POSER) (2) 9-1/2' fNCROLAM HEADER (2) 9-'1/2' MIC OLAM HEADE } of B'-0 %6'-0' B'-0 (3) 2'X10" GIRDER (3) 2•X10• GIRDER U Z m O 2 Ld > a V) NOTE : o '-7" '-7" 3'-3' 3'-7' 1. 9' CEILING HEIGHT ON FIRST FLOOR, =) in c p Z EXCEPT IN UTILITY ROOM-8' CEILING 2. ALL WINDOW HEADER$ ARE (2) 2"X70"+ N 2"X4" FLUSH TO THE BOTTOOM OF THE r ' 2' 2' 2' 12'-6' 11'-2" 12'-10" TOP PLATE, UNLESS NOTED OTHERWISE. '7� p Z Z O 12' 22' 36'-6" 3. ALL DOOR HEADERS ARE (2) 2"X10" AT a STANDARD OTHERWISE HEIGHT, UNLESS NOTED U xO z Q a m = I- Z v~ - 4. ALL WALLS ARE 2"X4" CONSTRUCTION, a N W 34' 2'-6" UNLESS NOTED OTHERWISE. p CA 0 LT. n 5. DOUBLE ALL FLOOR JOIST UNDER PARALLEL BEARING WALLS. z 76'-6" 6. PROVIDE PLUMBING BAYS FOR ALL BATHROOMS. a o - 7. PROVIDE BLOCKING AT ALL BEARING WALLS AND Job No. 03-114 FOR ANY SPAN OVER B'-O". B. PROVIDE FIRE BLOCKING ON ALL WALLS Drawn by: A.W B.,jp , A40 OVER 8'-0" IN HEIGHT. 9. PROVIDE FIRESTOPPING EVERY 20'-0" Check'd by: I IN PORCH ROOF. 1 Scale: 1/4"=1'-0' Dote: 08/12/03 ^1 FIRST FLOOR PLAN Dwg. No. 4 - 4 Sheet No: 5 of 10 Filenome: tarpon(2),dw9 I I ! 601-5 12 -7" 2'-10" .N '-4" 11'-4" 10'-fi— 16•-6" S 'x' 192v 2432 3046-2 24310-2 pED .q/�C 1-8.0 dM a BATH 3 3• 6., 2•. 00 BEDROOM 3 � a ^ x< / s _6. /W.I. CLOS srynissl / N N 2'-4x6'-6" LAUNDRf ROOM ti / o: ti �^Q T� 3• m / x 2..%10_' RIDGE a Uo ✓✓✓ N H O ASTER BATH z'-Rxe•-e' ¢ r �n O 2. o O SMOKE DETECTOR TO BE �/ °X " .R 1 ^ ?. m N .0 .. .I ?. N ^" b CONNECTED DIRECTLY TO O ^ 'i �H. O Q '2 J H O HOUSE CURRENT ` ��1y. I CiJ •1 +J0 x ® ® /� •P. Lq, m \\ !/ '! 13,_ * O,•y/q �o tt o I j O •° O SMOKED OTOR TO BE �" -10 Z U Op x x I CONN DIRECTLY TO 2'-ex6'-6' W.I. CLQSE z D D .R. ® 16" O. O SMOKE DETECTO TO BE 1 W Ey V 3046 N x i� HOUSE C RENT NEG O Do HALL N a o -6" 14" MICRO RIDGE HOUSE CURR \ o Y ¢ N =` - •_g^ '2f O SMOKE DETECTOR TO B o r- [p CONNECTED DIRECTLY TO 1 HOUSE CURRENT 0 2 X1RIDGE ivr2 16* n ` w 6. •� ! '0 z'�axs'- I 2 X6' C.J. 16 0.C. I . y/q✓� �� /a m KE TO 9E / HALL u o �caYTO/y O d i �1ASTER BE ROO 2"X10" !NDE fy1 ° ® O ` R io• HOI/5E CU ^,`�' / U I I 10'-0" TRAY EILING I ., ' �y�" e �Q 3' -6" � o "� "' 17•_3. .,O / •;• U * F7'T ' /� SMOKE DETECTOR TO BE 'F BEDR0OM 4 ° x ^ CONNECTED DIR Y TO ry. HOUSE CUR i ° ' �V� io � I I /Y•'1p f�, r p aCl opo Y (2).j4- MI O HEADER _4• DROOM 2 N \4- W `v R } / OPEN TO BELOW ._7" o I l .— 12•_6^ 0'_6• x ' 3046 3046 3046 3046 i9'YR^ RR dt IR' O(` M CN� 05/CN15 - - (2) 9-1/2' YI ROw1 HFApEA Y 11 o NOTE : z \I V 2"XB" R. . ® 1 O.C. �I 1. B'-0" CEILING HEIGHT ON SECOND FLOOR, O UNLESS NOTED OTHERWISE U )- m Z O 3C46 0 > o LL U :z �- cDg z � z o o (L O J H j Of (/) O1 ter IJ o z ._4.. ._4.. 3._7. 3._3. ._7. ._7.. 3'-3" 3'-7" z 0p v Z Iz li 0 z a. 0 ._4.. 12._10. 1,_2. 12'_10'• a m Id- ttujy1 `0 N O N A g•_10" 1 a 5� . n I Job No. 03-114 • Drawn by: ILS A." 40C . Check'd by: Scale: SECOND FLOOR PLAN Datte:e; 1/4"=108/12/0033 i; D4 Dwg. No. A - 5 Sheet No: 6 of 10 Fllename: torpon(2).dwg s , v 0 \ \ CD \ A 1� ® / �.j' J�W 01 6 610 �.- U of W -X��,�j ti1.1 OF NEW yC�' m -m pJ- 2" X 10" RIDGE \fir+ O'PO i4 c tlx'� 2.K1a" RInCE 1N-- O ro " OXO: /a '-aX(V \ x-xe-nR o 1\c•\oc - \y � x®w' �o:`�!\ Rw•N11'y1 IS• oc /"' ^x` "e ?,� \�0p + Oe iq +io 91C� m oUU0O 1 CKK),m ,xw tw O o• C) %8" R.R ® 16" C. w Ix. F- Z hh 00vt 14" MICRO-AM RIDGEUJ ,2"X8" RR 6 16" O.0 Zx C) \� \ - Y Q N — c� ' \\ 2: •.+ _2;1,n• R R. a m' qyi 2" X 10" RIDGE \ 12'X8' RR a 16" 0 C \7+ a O, ' W �2" x 10" MIDGE \;.-,gyp o `P�, • R O _ >"XB" R.P. Cm 16" RC X 10" RIDGE 2"X6" RR C, i6" O-C e } C� \� ,2'X9" RR a 16' OX. i- ,2"X8"X8' R.P. �2'xe' RA 0 16' 0., ?� ,2"X8" R.N. ® 16" O.C. 2"X8" RR. @ 16" O.0 O O 9 } O z0 [if � N O o z � Zg 3 3 o o to I— am > - o z O o 0 U � o Z- 0 o JJ - DO a- b Ll lY N Ca • d w 5E z & c5 a. r5 ROOF FRAMING PLAN No. 03_114 Drawn by: ALB Amps &C Check'd by: Scale: 1/4"=1'-0" Date: 08/12/03 Dwg. No. Sheet No: 7 of 10 Filename: torpon(2).dwg i I 2 FIBERGLASS ROOF SHINGLES PAPER .) ON 151 BUILDING v a ZERO CLEARANCE FLUE / GALV. METAL CAP / MIN. 3" LIP ptED ,gy7,c 7 q t2 T n is 12 FIBERGLASS ROOF SHINGLES 101 12 (25. X 12 NEW YR) ON 15# BUILDING 7012 110 2"X8" ALUM CLAD RAKE W/ PAPER13" ALUM CLAD TRIM '' .OF 1"%8" ALUM CLAD FASCIA 101 r 1" OVERHANG (n N Mi = Q COM. SOFFITVENT ir 12 1"X8" ALUM CLAD FASCIA DO N rQ d. U a: 2"%8" ALUM CLAD RAKE W/ 10� ® ® � 1' OVERHANG .J H C; FMI1"%3" ALUM CLAD TRIM CONT. SOFFIT VENT = Ld O�j N C 3-1/2" TRIM UNEALS AROUND z = ^ C� 3-1/2" TRIM LINEAL AROUND WINDOW ANDERSEN BUILDER SELECT WINDOWS z Of � O DOUBLE HUNG WINDOW 12 ANDERSEN BUILDER SELECT Y a U VINYL SIDING WITH TYVEK 10112 DOUBLE HUNG WINDOW N HOUSE WRAP 5" VINYL CORNER W VINYL SIDING WITH TYVEK HOUSE WRAP 1"X8" ALUM CLAD FASCIA 1' OVERHANG 1"XB" ALUM CLAD FASCIA ' / CONT. SOFFIT VENT ® ® ® ® 1' OVERHANG S" VINYL CORNER CONT. SOFFIT VENT VINYL SIDING WITH TYVEK (3) 2"%10" ALUM CLAD GIRDER HOUSE WRAP 5"X5" COLONIAL POST 3-1/2" TRIM LINEAL AROUND GARAGE DOORS 2" INSULATED GARAGE DOOR GRADE CEDAR RAILING AS REO'D BY LOCAL BUILDING CODES 2'x0"X2C 0 X03?—ON POURED CONCRETE FOOTING (TYP. OF 8) LL - - - - - - 1 L - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - I J WOOD STEPS AND RAILING zC, AS REWD BY LOCAL BUILDING — h CODES — a O o 9 U m O z ,. O w w 1— o U z z o z. Q m ~ O' z C) O z O Z O 0 F .J D d K W m = � WWO W L Q d z FRONT ELEVATION Jab No. 03-114 Drawn by: ATA Avgn I1C Check'd by: Scale: 1/4"-1'-0" Date: 08/12/03 Dwg. No. E - 1 Sheet No: 8 of 10 Filename: tarpon(2).dwg m o w 0 0 1g VENT FIBERGLASS ROOF SHINGLES PAPER .) ON 15f BUILDINGAr ZERO CLEARANCE FLUE VENT GALV. METAL CAP 12 .01661r'C 16 61 r MIN. 3" UP for '97 O^ ZERO CLEARANCE FLUE I� GALV. METAL CAP 111 U ' MIN, 3" UP N DO N D ❑ 12 m Q d V Q 12 �10 FIBERGLASS ROOF SHINGLES J p1 O 10r 110 PAPER 25 ) ON 15 BUILDING F- O 0 1"XB" ALUM CLAD FASCIA Z U c00 N o Z O' 1' OVERHANG W Q 00 �} 1 1 N c 1"%B" ALUM CLAD FASCIA CONT. SOFFIT VENT 1' OVERHANG 3-1/2" TRIM LINEAL AROUND CONT. "SOFFIT TRIM VENT ❑� ❑❑ WINDOW 3-1/2" TRIM LINEAL AROUND _ 5° VINYL CORNER 3-ld W 12 VINYL SIDING WITH TYVEK WIN110 HOUSE WRAP ANDERSEN BUILDER SELECT DOUBLE HUNG WINDOW 12 VINYL SIDING WITH TYVEK 1"X8" ALUM CLAD FASCIA HOUSE WRAP 1' OVERHANG 5" VINYL CORNER .I 3-1 5" VINYL CORNER /2" TRIM LINEAL AROUND ❑ CONT, SOFFIT VEM WINDOW " I SELECT ANDERSEN N BUILDER _ VINYL SIDING WITH TYVEK ' - ' DOUBLE HUNG WINDOW -- HOUSE WRAP �L Ll I z � GRADE n O 0i l O W to WOOD STEPS AND RAILING L .L .J— L - - - - - - - - - - - - - - - - - - � � - - - - - � J - > AS REO'D - - - - - - - - - - - - - - - - - - - - U CD O � 3 Z z O (n 3 m p Z Q zo " Zx > a J ' U w 0. W O O a W Q m ° LO ED LJ N li IX Q a w z n o Job No. 03-114 - Drawn by: APA 'BA 1!" . 0 Check'd by: „ Scale: 1/4"-.1'-0" Date: 08/12/03 Dwg. No. REAR ELEVATION E - 2 Sheet No: 9 of 10 Filename: Wrpon(2).dwg', �� N a D: N O 0 . D gRcy,�,ps ' a1v ZERO CLEARANCE FLUE GALV. METAL CAP Q' �4i� cl MIN 3" UP f G� FIBERGLASS ROOF SHINGLES IST N � (25 YR.) ON 15# BUILDING 10� PAPER `k- RIDGE VENT RIDGE VENT 10� HOF NEW 10� 10 Ln O 1"X8' ALUM CLAD FASCIA10r- ED RIDGE VENT r ¢ N �' p� RIDGE VENT 10 _ r <T) 1'-8" OVERHANG FIBERGLASS ROOF SHINGLES 0] Q � U CONT. SOFFIT VENT R (25 YR.) ON 15# BUILDING J F 0 CJ PAPER U uj m U 5" VINYL CORNER _ 1"%S" ALUM CLAD FASCIA 1– m Q) O` VINYL SIDING WITH HOUSE WRAP TYVEK \\ CONT.ERHANG SOFFIT VENT / z < W Q ItCj ❑ \ 3-1/2'WINDOW TRIM LINEAL AROUND 5" VINYL CORNER N Y ... [0 ANDERSEN BUILDER SELECT vINrL SIDING WffH TYVEK - DOUBLE,HUNG WINDOW HOUSE WRAP 1'XB" ALUM CLAD FASCIA 51Z CONT. SOFFIT VENT 1"X8" ALUM CLAD FASCIA I _ i'-6' OVERHANG' CONT. SOFFIT, VENT (3) 2"X10" ALUM CLAD GIRDER ❑ ® 1"X8' x6" OVERHANG D FASCIA 5"X5" COLONIAL POST CONT. 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