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31097-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31680 Date: 07/17/06 THIS CERTIFIES that the building NEW DWELLING Location of Property: 1690 THE STRAND EAST MARION (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 30 Block 2 Lot 61 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 18, 2005 pursuant to which Building Permit No. 31097-Z dated MAY 2, 2005 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SINGLE FAMILY DWELLING WITH GARAGE UNDER, COVERED FRONT ENTRY, REAR LOWER & UPPER DECKS AS APPLIED FOR. The certificate is issued to JLH ASSOCIATES,LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-05-0048 06/19/06 ELECTRICAL CERTIFICATE NO. 1706 07/12/06 PLUMBERS CERTIFICATION DATED 06/01/06 KIMPA PLUMB.& HEATING s Au77ze Sig ature Rev. 1/81 5 Form No, 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 S APPLICATION FOR CERTIFICATE OF OCCUPANCY JUL 5 This application must be filled in by typewriter or ink and subnutted to the Building Departpent with the, fplioivrng: A. For new building or new use: - -! 1. Final survey of property with accurate location of all buildings, properly lines, streets, and unusual naturalor 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 I% lead 5. Commercial building, industrial building, multiple residences and shnilar buildings and installations, a certificate of Code Cornpliance front 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, Swimrning 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, Convnercial$15.00 Date. too(e _-- New Construction Old or Pre-existing Building: _(check one) Location of Property: J6!?o House No. Street hamlet Owner or Owners of Property: -rLH ASSt7CJA_7�'_�___ 4,C _ Suffolk County Tax Map No 1000, Section Block Lot Subdivision A1AP CE ! je06kC _&6"C .._ gl�S -- - Filed Map.__ -- ---- Lot -- Pennit No. 3 Q Date of]ermit _�iZ�OS A rlicxnt:_J LN� SSOC/�4.T�c_g - �L G_ Health Dept, Approval: c, Q (o Underwriters Approval: Planning Board Approval: _ Request for: Temporary Certificate_ Final Certificate (check one) Fee Submitted: $ 02 s' Applicant Signat e-'''-'�`-- co -a 3) 686 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. 31097 Z Date MAY 2 , 2005 Permission is hereby granted to: ESTATE OF ADAMS (SLH) PO BOX 1925 SOUTHOLD,NY 11971 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH GARAGE UNDER, COVERED FRONT ENTRY REAR LOWER & UPPER DECKS AS APPLIED FOR at premises located at 1690 THE STRAND EAST MARION County Tax Map No. 473889 Section 030 Block 0002 Lot No. 061 pursuant to application dated APRIL 18, 2005 and approved by the Building Inspector to expire on NOVEMBER 2 , 2006 . Fee $ 1, 763 . 40 Authorized Signature ORIGINAL Rev. 5/8/02 SUFFOLK ( BUREAU of E L E C T R I C A L INSPECTORS, inc. 40 Nottingham Drive, NY 11953 Telephone:1 631 495 8136 ■ Fax:1631 980 6455 ■ E-Mail: SBEI1@hotmail.com CERTIFICATE OF ELECTRICAL COMPLIANCE Applicant: SCS Associates Rough In Inspection Date: 8/2/2005 Final Inspection Date: 7/6/2006 Application N°: 1706 Certificate N°: 1706 Suffolk County Tax Map N°: Building Permit N°: This Certificate of Electrical Compliance is limited to the inspection and compliance of electrical equipment ..'and/or work described below and installed by the Applicant named above, and located at the premise of: Owner: JLH Association LLC. Address: 1690 The Strand, East Marion, NY 11939 Address of Inspection Site: 1690 The Strand, East Marion, NY 11939 X Residential X Indoors X Basement X Service Shed Commercial X Outdoors X Ist Floor Pool Other: X New Renovation X 2nd Floor Hot tub Addition Survey X Attic Garage Inventory 200 UG Service 10 Oil Heat 97 Duplex Recpt 19 Ceiling Fix HID Fix Service 30 Time Clock 47 Switches 18 Wall Fix 7 Smoke Det 40 Ckt Main Panel Oil Hot Water 17 GFCI Recpt 67 Recessed Fix 2 Co Det Sub- Panel GFCI Breaker 1 Single Recpt Fluorescent Fix Pump Disconnects Dryer Recpt 2 Range Recpt 2 A/C Blower Emergency Fix Transformers 5 Exhaust Fan 8 Appliance 2 A/C Cond Exit Fix Twist Lock TVSS Heat Pump Electric Heat Pool Luminaire Other Equipment: 1-Jacuzzi Tub "The electrical work and/or equipment described above were inspected and appear to be in compliance with local, state and national electrical code requirements and this office. Applicant: SCS Associates License No: 717-ME Inspected by: G urdi Date Certifiate Date: 7/12/2006 Signature: • o��g�FFO(�-co 0 N = Town Hall, 53095 Main Road - WO y • �_` Fax(631) 765-9502 P.O..Box 1179 �Ol �a0 Telephone(631) 765-1802 Southold,New York 11971-0959 l ( BUILDING DEPARTMENT TOWN OF SOUTHOLD. CERTIFICATION Date: 7u N6 / 200 C Building Permit No. 3/U 9 7 A(FD s TR,WU C,A57 Mkt IvAl Owner: SS C S L C (Please print) Plumber: rem 4binst4ti C �+�JOVA Ptune. 41-taXiiu� / (Please print) / � r I certify that the solder used in the water supply system conta' s than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this day of O'UAJ(!! : 20 C) Gz. GUY Notary Public, County LINDA S.TAGGART Notary Pubb,:, State of New York No.4948506 "in �o�aoF souryo6 , m©NIco Nry o, TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ Ilaj ATION [ ] FRAMING / STRAPPING j FINAL [ ) FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: T� c r DATE )71101o4- INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ] F DATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE Q INSPECTOR �o�apF SObTyO� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] RO LBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: n J 7-0 C� DATE 0 INSPECTOR �o��Of SOOTyo6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FQUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ) FIRE SAFETY INSPECTION REMARKS:— � L- ovc io�DATE INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] F NDATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION r- REMARKS: 2yJ DATE © " INSPECTOR 765-1802 BUILDING DEPT. ,'NSPECTION [ OUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE rl INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUN TION IST [ ROUGH PLBG. [ IF NDATION 2ND [ ] INSULATION [ F NG / STRAPPING [ ] FINAL [ FIREPLAACCEE & CHIMNEY [ ] FIRE SAFETY INSPECTION C% REMARKS: c 1. DATE ` INSPECTOR ra�f 1`01 Albert J. Krupski, President Q�. OG Town Hall James King,Vice-President 53095 Route 25 Artie FosterN - P.O.Box 1179 Ken Poliwoda Z Southold, New York 11971-0959 Peggy A. Dickerson O'j'�0 aQ`' Telephone(631) 765-1892 1 1�1 Fax (631) 765.1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD April 7, 2005 Mr. John Hurtado JLH Associates, LLC P.O. Box 1925 Southold, NY 11971 RE: 1690 THE STRAND, EAST MARION SCTM#30-2-61 Dear Mr. Hurtado: The Southold Town Board of Trustees reviewed the survey prepared by Howard W. Young dated February 25, 2005 and determined the proposed construction of a single- family dwelling to be out of the Wetland jurisdiction under Chapter 97 of the Town Wetland Code,and Chapter 37 of the Town Code. Therefore, in accordance with the current Tidal Wetlands Code (Chapter 97) and the Coastal Erosion Hazard Area (Chapter 37) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. However, any activity within 100' of a Wetland line or seaward of the Coastal Erosion Hazard Area would require permits'from this office. 2 This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, P. Albert J. Krupski, Jr., President Board of Trustees AJK:Ims 0 FIELD INSPECTION REPORT DATE COMMENTS W ro FOUNDATION (1ST) 10 ::�a y a ------------------------------------ Z C FOUNDATION(2ND) t� z � o O y ROUGH FRAMING& y PLUMBING - - J iy Tul INSULATION PER N.Y. H STATE ENERGY CODE ? o (� 3 FINAL d ADDITIONAL COMMENTS — Q„c lu 3m P 0 z Ax G y� � x O Cro TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502y Survey www. northfork.net/Southold/ PERMIT NO. 3/09 7D Check Septic Form N.Y.S.D.E.C. Trustees Examined / ,200 Contact: i Approved,20 03 Mail to: Disapproved a/c Phone: Expiration / oZ ,20 U b // �[.�_ L Building Inspector APPLICATION FOR BUILDING PERMIT Date A129 L 12005 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. T�9 ASSSDClATE5� LLC nature of a plicana�if a corporation) P, o,(Si910 X /,i�S ,SDUT801 O , N- % l( 71 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder AGlvui Name of owner of premises C-S%A 7C- OF /NAP 7 A D AM S (As on the tax roll or latest deed) If apqplicanis a corpsi ature of duly authorized officer ration J u1, MF-hl%NA C (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: /690 PNC ,STR^(\J0 Eas.'_ M/toA/ House Number Street Hamlet et 138 XMA'1 MW to 6162.aiw�1tloN County Tax Map No. 1000 Section O 3 0,0 0 Block 00, MI T@033NI0 oR Lot 0C/, 0z)0 Subdivision PEeatC- &AC14 /-AeA1 Filed NIV'; (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy VAC,,"" f 1-o% b. Intended use and occupancy 8C-5 1 0 tc u 7l A(- 3. 3. Nature of work (check which applicable): New Building ✓ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost / 3 OO o00 - Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units ...LNumber of dwelling units on each floor N�Q If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front ti' Rear Depth Height Number of Stories Dimensions of same structure with alterations additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front -6 ar -5-* C Depth �fl Height 301 Number of Stories 12 9. Size of lot: Front 77 Rear 7 1,Le 2 3 Depth 3 J1 7. 6!Z 10. Date of Purchase Name of Former Owner ES%h%C O f-- A AR Y 6AM S 11. Zone or use district in which premises are situated R e5 I N-41 RA L 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO 13. Will lot be re-graded? YES_NO (/Will excess fill be removed from premises? YES NO—L/ % GAIL wicKNA," eso , 15o/S /MA I✓ MAA 9 14. Names of Owner of premisesOr of AMY ADAM SAddress MATT/TvCK A/ Y, Phone No. 0196-935-3 Name of Architect Ba IA.✓ RAPP R,A. Address 'f"'A"' P4c c r Phone No Name of Contractor Zfj-N ASSoc(A7e S 4 C Address 'V'0• Box /9 2S Phone No. 765-6 a a U 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 OFSV/rF L :i-oNy L , / cl R-rAD o being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the A G C N T (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to efore me this A ay of (L 200T W u c Signature of Applicant BE3f Yxk NIL �1 COnnd��lwOKttI t20W J-L 14 A.5501f/A7-&S L L C /G yO SFRANb A Poem/ 3/U 97 PSA C'Si x p� NQ % V-0" 0 NE 2'-6 1/16" 2'-5 15/16" 96" HIGH RAILING ,,NEW DECK TREX DECKING P_ 4050-_5_O___ __ p OVE A 1 r 24"OVERHANG ) 2"BEAM BELOW G(CANT ---`.�-0 ------ "X6° P.i.POST 34" X24" XI2"RG. FOOTI HO �,(3) 2" X 10" rID O`•Y � BELOW BATHROOM V� � R - GER. TILE FLOORING u • 9'-O" CEILING HEIGHT _ LINE OF OVERHA G x 2" X 8" ROOF RAFTERS r 2 X 8 CEILING JSTS X 0 = r u 5'-6" 050 P 5 50 P 50 --------------------------------------- (LQ OVER AR41 Q OVER AR51 OVER AR51 ------ _ D---(3) 13/4" XII �/ UPSET LVL BEAM (3) 2" X O" H (3) S 1/2" LVL HDR(3) '3 2" LVL H --------- __-- ------ Q _ Wo W Q Q z O [�D a q 3 0 u �� lx BEDROOM —.4 • OAK FLOORING IL • 9'-O" CEILING H IGHT cn co N a.'� _ Ill O m MASTER BEDROOM=, OAK FLOOR * u 4 CATHEDRAL CEILING O It a_ a ' 3 i 16'-4" v $ii 4" 20 i � a SMOKE SMOKE OF SMOKE EARANGE-, _-�FIREGLASS C e- a���, Pr�MI� -310 97 \til I JOHNHURTDO 1690 STRAND NEW FIRS It FLOOR D PLAN ! O ,� EAST MARIONNEW YORK � �7ci'ilsl� ,t4 3$ 3•-0.. b.26.� 6'_2'• 3.� �� 5.-0.. 5'-10.. 3� I 5�TO LINE OG NM DECK 40 5 OVE 41 m"X wooD rosy v° DECK Aw r �So S4. FT g NEW TREX DECK R �w v ° d mQ - LL , y m m P5055 FWH 6080 FWH 6080 P50 5 OVER A 51 Ov AR51 _ _ _ _ __ 5 _ !3) 13/4" II VS" LVL UPSET BEA (3) 2" X 12" HDR !3) T 12' HD 3) 2' X 12 HD (3) 2' X 12' WOE 2' X 10" BEA (3) 2" XI I " BEA 0 s 2in 0 O mQ O s r 3 x Y X 0- a� W GREAT ROOM TREX C ERED FOR I� 2" OAK FLOOR = of In BC � O 0 O p m OX a j ® - O DON 6" STEP f 5055 P 55 n FW__H__I_S_O__H_P_L_R - ER A_-- v AR_ 51 N LL m W %��;, !3) 9 1/2" LVL HORS(3)S /2" LVL H S �yy Q FIREGLASS 0 Z 20" HEARTH l..m ~ a 1 \\\\ POST FOR BEAM FROM ABOVE 3 b ; 'cp a O ,;� � �6 X 6" POST DINETTE PEkrhIT3/o97 FO h' °'1 D NEW HOME FOR JOHN HURTADO FOUNDATION PLAN- 0 1690 THE STRAND EAST MARION, NEW YORK 12 X u P.C. PIER ON 24" X 24" X 12" P.C. FOOT NG LINE-- DECK ABOVE 0 n i D • J n _� _a _ a _, 4 _♦ _t __-15 _ __ LJ ,- v v .________ -__ � ��) -,r -',10°BEAM --r�) " J( 10 BEA T �3) 4'rX 10" � D m 4 i5 3 411 `� S�J�� J�� 5'3 4.$.. 5• 5.� y Is 12 X 12 .C. PIER D• G ON 24" 24" X 12" P.C. FO T G , a i e e 4 NEW}"X b"LEG\'ER WARD AG BOLTED WRY N"BOLTB=}{•O.C. _____ !31 II i/a"LVL 11PS B M -- >------ --- - a > o�_o .8"T3. -FOUND OA 11A11-- D ___ - - ___ 'y3) 25X'10 ___�•___ D •' '- ib�� -_i__4_ _ ____ i o ti _ GP-- m �- Il'9" B" Q 11 9" pT W 3 1/2" STEEL LALLY COLUMN W/ 24" X 24" X 12" P.G. FOOTING O' m Y CELLAR o 0 0 4" P.C. SLAB W/ 6 X 6" X 10 GA WWM • a O - o` • ELEV - 9'-O" J ' - LL ry - cE+E�E Line of 5/8' Two X Gyp Bd. on Cel11n�oR W O m as per New York State Code - sb'-2" .q 2" X 10" NAILER, LAG BOLTED W/ I/2" BOLTS' clN ° D - e ' i 0 3 D o e I 4'-5" 4'.5" -•-'--- Notes T Ical yp BOI No/2" STEEL L LLY COLUMN ON Commonwealth Land Title Insurance Company Title No: RHOS302693 185 Old Country Road, Suite 2 Riverhead, NY 11901 Phone: (631) 727-7760 Fax: (631) 727-7818 LandAmerica Commonwealth SINGLE AND SEPARATE SEARCH COMMONWEALTH LAND TITLE INSURANCE COMPANY DOES HEREBY CERTIFY TO: Town of Southold and Wickham, Bressler, Gordon & Geasa, P.C. 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 property adjacent thereto on all sides from 08/10/80 to date to ascertain the fee chain of title respecting the premises described herein and the property adjacent thereto and has found only the returns as set forth herein on the following pages as they bear on record title; and Certifies that the owners of the premises described herein have owned the same in single and separate ownership as defined by law during this period of time. This Company's liability is limited to Twenty-Five Thousand ($25,000.00) Dollars. NO policy of insurance is to be issued hereunder. Premises: 1690 The Strand, East Marion, NY 11939 District: 1000, Section: 030.00, Block: 02.00, Lot(s): 061.000 County of: Suffolk T/O Southold Commonwea Land Title Insurance Company BY: t� Robert Gaffga Vice President Dated: January 10, 2005 Single and Separate Search Page 1 of 7 Title No: RH0S302693 CHAIN OF TITLE FOR SUBJECT PREMISES: 1000 — 030.00 — 02.00 — 061.000 Being Lot No. 117 on "Map of Pebble Beach Farms", Filed 06/11/75 as Map No. 6266. Deed May Cooper Francisco Dated: 01/30/56 To Rec': 02/01/56 Arthur L. R. Francisco and Helen T. Francisco, his wife Liber: 4063 page 332 Deed Arthur L. R. Francisco and Helen T. Francisco, his wife Dated: 10/31/72 To Rec': 11/10/72 Pebble Beach Realty, Inc. Liber: 7279 page 489 Deed Pebble Beach Realty, Inc. Dated: 02/04/80 To Rec': 02/08/80 Mary Ann Adams Liber: 8776 page 183 Last Deed of Record Commonwealth and Title Ins rance Company Subscribed and Sworn to this 24th day of February 2005. BY: Robert Gaffga Vice President Notary Pilblic TAMMYL SWEDAPETRIE Notary Public, State of New York No 01SW6000553 Qualified in Suffolk County Commission Expires 1222/2 D 0 Title No: RHOS302693 CHAIN OF TITLE FOR PREMISES NORTHWEST: "LONG ISLAND SOUND" Commonwealth Land Title Ins nce Company Subscribed and Sworn to - this 241h day of February 2005. BY: Robert Gaffga Vice President Notary Pu lic TAMMYL SWEDAPETRIE Notary Public, State of New York No 01SW6000553 Qualified in Suffolk County Commission Expires 1222/-200�; Title No: RHOS302693 CHAIN OF TITLE FOR PREMISES NORTHEAST: 1000 — 030.00 — 02.00 — 064.000 Being Lot No. 118 on "Map of Pebble Beach Farms", Filed 06/11/75 as Map No. 6266. Deed May Cooper Franciso Dated: 01/30/56 To Rec': 02/01/56 Arthur L. R. Francisco and Helen T. Francisco, his wife Liber: 4063 page 332 Deed Arthur L. R. Francisco and Helen T. Francisco, his wife Dated: 10/31/72 To Rec': 11/10/72 Pebble Beach Realty, Inc. Liber: 7279 page 489 Deed Pebble Beach Realty, Inc. Dated: 07/16/76 To Rec': 07/28/76 Paul W. Lynch and Marilyn A. Lynch, his wife Liber: 8077 page 404 Deed Paul W. Lynch and Marilyn A. Lynch, his wife Dated: 12/29/86 To Rec': 01/15/87 Strafos Zias and Sofoula Zias, his wife Liber: 10220 page 437 Deed Strafos Zias and Sofoula Zias, his wife Dated: 08/22/97 To Rec': 10/09/97 Kostas Building Corp. Liber: 11856 page 455 Deed Kostas Building Corp. Dated: 09/26/02 To Rec': 11/14/02 1610 The Strand Corp. Liber: 12219 page 950 Last Deed of Record Commonwealth Land TitleIns ranee Company Subscribed and Sworn to BY: gw�z this 241"Yday �ofFebruary 2005.�y Robert Gaffga Vice President Notary Public TAMMY SWEDA PETPIE Notary Public, State of New York No 01SW6000553 Qualified in Suffolk County Commission Expires 1222/2,00 f— Title No: RHOS302693 CHAIN OF TITLE FOR PREMISES SOUTHEAST: "THE STRAND" Commonwealth Land Title Insurance Company Subscribed and Sworn to BY: this 24th day of February 2005. — EAG % Gf Robert Gaffga Vice President Notary Public TAMMY SWEDAPETRIE Notary Public, State of New York No 01SVV6000553 Quaiibed in Suffolk County Commission Expires 1222/ 206 Title No: RHOS302693 CHAIN OF TITLE FOR PREMISES SOUTHWEST: 1000 — 030.00 — 02.00 — 060.000 Being Lot No. 116 on "Map of Pebble Beach Farms", Filed 06/11/75 as Map No. 6266. Deed May Cooper Francisco Dated: 01/30/56 To Rec': 02/01/56 Arthur L. R. Francisco and Helen T. Francisco, his wife Liber: 4063 page 332 Deed Arthur L. R. Francisco and Helen T. Francisco, his wife Dated: 10/31/72 To Rec': 11/10/72 Pebble Beach Realty, Inc. Liber: 7279 page 489 Deed Pebble Beach Realty, Inc. Dated: 08/10/80 To Rec': 08/25/80 Jean M. Vergara Liber: 8872 page 265 Deed Jean M. Vergara Dated: 07/28/81 To Rec': 08/05/81 Jean M. Vergara and Paul A. Blower Liber: 9047 page 433 Deed Paul A. Blower and Jean M. Vergara Blower, his wife Dated: 07/24/84 To Rec': 08/10/84 Michael Polcino and Mary Ann Polcino, his wife Liber: 9618 page 375 Last Deed of Record Commonwealth Land Title Insurance Company Subscribed and Sworn to this 24th day of February 2005. BY: I Robert Gaffga � Vice President Notary Publi TAMMYL SWEpApETRIE Notary Public, State of New York No OtSW6000553 OuaCommmiss obn Expires 1222/2,,0, COPY CONSENT Re: SCTM# 1000-30-2-61 1690 The Strand,East Marion,New York I,Julie Ann Adams, Executor of the Estate of Mary Adams,the owner of the above referenced property, consent to JLH Associates, LLC; John L. Hurtado, Sr.,Wickham, Bressler, Gordon&Geasa, P.C., and any of their surveyors, engineers,or other contractors retained by any of the above,or any of their representatives and/or agents, (a) to make applications necessary for the approval of a building permit for a single family dwelling,water supply and sanitary system to the Suffolk County Department of Health Services,NYS DEC,Town of Southold Trustees,Town of Southold Board of Appeals, and the Town of Southold Building Department and any other authorities having jurisdiction, (b)to request public water availability from the Suffolk County Water Authority, and (c)to enter onto the premises for the purposes of surveying,wetlands mapping,water tests,soil tests,and other testing,plotting,excavations and inspections as may be required for such applications. Dated: February/9 2005 ad-2a (Yiid� Cie Ann A,&xa,Executor Anderson 211consenhl SEALED WOOD TRUSS DESIGNS For HURTADO RESIDENCE East Marion,NY Prepared for: JLH Associates LLC P.O. Box 1925 Southold, NY 11971 9/1/05 Prepared by; NASSAU SUFFOLK LUMBER & SUPPLY CORP. TRUSS DIVISION 517 LONG ISLAND AVENUE, MEDFORD NY 11763 Attn; Kevin Romeyk (631) 289-6900 FAX: 289-6907 EXECUTIVE OFFICES LOCATED AT 2000 OCEAN AVE.,RONKONKOMA,NY 11779-6534 PURCHASER ISADVISED TO OBTAINAND FOLLOW TPI-HIR91 BRACING AND ERECTION RECOMMENDATIONS AND TO DISTRIBUTE TPFHIB91 TO ALL PARTIES INVOLVED IN THE CONSTRUCTION OF THIS PROJECT. TRUSS SHOP DRAWINGS WILL BE THE SOLE SOURCE FOR TRUSS FABRICATION,PURCHASER MUST SIGN FOR APPROVAL TO FABRICATE AS PER NASSAU SUFFOLK LUMBER TRUSS SHOP DR MH MiTeka MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO 63017-5746 Re: E MARION Telephone 314/434-1200 HURTADO RESIDENCE-EAST MARION,NY Fax 314/434-5343 The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc. under my direct supervision based on the parameters provided by Nassau Suffolk Lumber. Pages or sheets covered by this seal: I8680531 thru 18680535 My license renewal date for the state of New York is January 31,2008. OF NEpv y C9 �JPN GAHC-9 O9f ,r r Cc W n W 2 ? 0.08 0 9�FESS P July 20,2005 Garcia,Juan The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI-2002 Chapter 2. 1 __ Job Truss Truss Type !Ory Ply HURTADO RESIDENCE-EAST MARION,NY 18680531 E MARION JLH300 GABLE 11 1 1 _ Job Refereme(oriborl _ Nassau Suffolk Lumber,Medford,NY 11763 6.200 s Apr 28 2005 MiTek Industries,Inc- Wed Jul 20 10:21:35 2005 Pagett 5 2 14}6 31}1] 3906 600.4 }}3 14A6 16-06 SL10 1-0O Sale=1:68.4 5x6 11 3.00 12 11 10 12 9 13 4 5 6 16 Bx6= 5 4 11`6 10.50 12 I y 3 9 2 � � 1 21 ,ry' 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23. 4x10 II ]949 ]906 Plate Offsets l 4:0-2-0 0-23 18:0.2-0 0-2-3 32:0-3-0,0-0-8 LOADING(psf) SPACING 2-M CSI DEFL in (loc) Wall Ud - PLATES GRIP - TCLL 32.0 Plates Increase 1.15 TC 0.46 Vert(LL) -0.00 22 Nr 120 l 1971144 (Root SnoN=32.0) Lumber increase 1.15 BC 0.11 Vert(TL) -0.00 22 Nr 120 TCDL 10.0 Rep Stress Incr NO WB 0.24 Hass(TL) 0.01 21 Na n/a BCLL 0.0 Code IBC20001ANSI95 (Matrix) Weight 345 lb BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc pudins, except end verticals. BOT CHORD 2 X 6 SYP N0.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2 X 4 SPF Stud WEBS 1Row at midpt 11-32,10-33,12-31 OTHERS 2 X 4 SPF Stud'Eccei 11-322 X4 SYP Nct 10-332 X 4 SYP No.2,9-342 X 4 SYP No.2 8-35 2 X 4 SYP No.2,7-36 2 X 4 SYP No.2,12-312 X 4 SVP No.2 13-30 2 X 4 SYP No.2,14-29 2 X 4 SYP No.2.15-28 2 X 4 SYP No.2 REACTIONS (Il 42=86/39-0-8,3x196/39-03,33=207/39-03,34=209/39-0-6,35=206/39-03,36=213/39-0-8,37=203/39-0-8, 38=210/39-0-8,39=190/39-0-8,40=213139-0.8,41=157/3M-8,31=207139-0-8,30=209/39-03,29=206/39-0-$ 28=213/39-0-8,27=203/39-0-$26=21013M-8.25=191/39-0-8,24=210/39-0-8,23=177/39-M,21=214/39-0-8 Max 1-1=42=-345(load case 8) Max Uplitt42=-124(load case 8),33=-1 13(load case 5),34=-144(load case 5),35=-136(load case 5),36=-141(load case 5), 37=-135(load case 5),38=-144(load case 5),39=-114(load case 7),40=-193(load case 7),41=412(load case 7), 31=-115(load case 6),30=-144(load case 6),29=-136(load case 6),28=-141(load case 6),27=-134(load case 6), 26=-146(load case 6),25=-65(load case 8),24=-212(load case 8),23=-218(load case 8),21=-62(load case 7) Max Grav42=372(load case 7),32=196(load case 1),33=294(load case 2),34=297(load case 2),35=290(load case 2). 36=3010oad case 2),37=286(load case 2).38=298(load case 2),39=274(load case 2),40=300(load case 2), 41=2310oad case 2),31=270(load case 3),30=292(load case 3),29=304(load case 3),28=334(load case 3), 27=3370oad case 3),26=371(load case 3),25=329(load case 3),24=3210oad case 3),23=267(load case 3), 21=3230riad case 3) FORCES (Ib)-Maximum Compression/Maximum Tension ,`,Of NEw). TOP CHORD 8-9=.59/372,9-10=-601394,61105. 10.11=E0 409,1210,112---55/4019,12-13 57/370,13-145 9/331,14/158-62/301016=-62/278, ��P N GI�/�C/9 0�� 16-17=-66/257,17-18=-71/239,18-19=-1271237,19-20=-125/14$20-21=-254/48,21-22=0r73 BOT CHORD 4142--41306,40-41=-4/307,3940=-31307,38-39=-3/306,37-38=-3/306,36,37=-3/306,35-36=-3/306,3435=-3/306, 33-34=-3/306,32-33--431306,31-32-31306,30-31=-3/306,29-30=-3/306.28-29=31306,27-28=31306,26-27=3/306, r. 2 2526=-3/306,24-25=-3t306,23-24=-3r305,21-23=3/305 O W WEBS 11-32=-156/15,10-33=-2541137,9-34=-2571168,8-35=-2501160.7-36=-2611165,6-37=-2461159,5-38=-257/168, 1(1 LU Z 439=-235/133,3-40=-257/236,241=-208/298,12-31=-230/139,1330=-252/168,1429=-264/160,1528=-294/165, 2 16-27=-2971158.17-26=-331/170,18-25=-289/109,19-24=-2781235,20-23=-240/246 tp C? 0" ND.06009, 7� NOTES 1)Wind:ASCE 7-98;120ril hil TCDL=6.Opsf;BCDL=6.0psf,Category II;Exp C;enclosed;MWFRS gable end zone;cantilever left R�FESS to and right exposed:end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. July 20,2005 Continued on a 82 14515 N.Outer Forty, 8 WARNING-Vee o Design it con ers connectors This NOTES ON TRIS AND REVERSE SIDE BEFORE USE. Suite 8300 Design valid For use only with Mil connectors.This design is ofcomponent only upon parameters shown,and is for an individual designer. component. Applicability of design parameters and proper incorporation ofcomponent is responsibility of building designer-not truss tlesigner.Bracing shown Chester5eltl,MO 63017 is for lateral support of individual web members only Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Call Criteria,DSB-89 and BCSN Building Component MiTek® Safety Information avoilable from Truss Plate Institute,583 D"Onofrio Drive,Madison,W1 53719. Job IAI uss Truss Type Oty Ply HURTADO RESIDENCE-EAST MARION,NY 8680531 E MARION 300 GABLE 1 1 Job Reference o tp lanai Nassau S� uffolk Lumber,MedfarQ NY 11763 6.200 s Apr 28 2005 MiTek industries.Inc. Wed Jul 20 10:21:36 2005 Page 2 NOTES 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the few),see MiTek"Standard Gable End Detail" 3)TCLL:ASCE 7-98;Pti psf(flat roof snow);Exp C;Fully Exp. 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live Iced of 16.0 psf or 2.00 times flat roof load of 32.0 psf on overhangs nonconcument with other live loads. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcu ent with any other live loads. 7)All plates are 2x4 MT20 unless otherwise indicated. 8)Gable requires continuous bottom chord bearing. 9)Gable studs spaced at 2.0-0 oc. 10)One RT16 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s)42,33,34,35,36,37,38,39,40,41,31,30,29,28,27,26,25,24,23,and 21. LOAD CASE(S) Standard 14515 N.Outer Forty, A WARNING-VertJg design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Suite#300 Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component, Chesterfield,MO 63017 � Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer Brocing shown is for lateral support of individual web members only.Additional temperary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer For general guidance regarding MiTek® fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criterlo.DSB-89 and BCSII Building Component Safety Information available from Truss Plate Institute,583 D"Onofrio Drive,Madison,WI 53719. Job Truss Truss Type Qty Ply HURTADO RESIDENCE-EAST MARION,NY 8680532 E_MARION JLH301 SPECIAL 6 1 � __ IJob Reference(optiorap Nassau Suffolk Lumber,M rtl.NY 11763 6.200 s Apr 28 2005 Mil Industries,Inc. Wed Jul 20 10:23:31 2005 Page i1 sit 1265 19-3-8 x6111 r 3Vif] 390d '" S12 i-0] 2A] 7k] 7-03 M10 1d Scale=1:68.3 6.6- 3 00 x6=300 r2 4 4x4 4x4 m 5.8= 3 5 5x8= 2 6 10.50 12 1 - 7 BIe 5x12 II 14 13 12 11 10 9 05= 4x4- 2x4 II 4x4= 7x8= 4x4= 2x4 II 4x4= y3-2 1x-M 1668 1419 x6111 ]13-14 ]9-18 612 743 b}] 474 743 743 6610 Plate Offsets X Y: 1:0-7-1 0-03, 20-2-8,Ed e, 6:0-23 Ed :0-0-1.0-0-2,it 1:0A-0,0S-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl turd - PLATES GRIP TCLL 32.0 Plates Increase 1.15 TC 0.47 Veft(LL) -0.03 9-10 >999 360 W20 197/144 (Roof Srlow=32.0) Lumber Increase 1.15 BC 0.25 Varl(TL) -0.05 9-10 >999 240 TCOL 10.0 Rep Stress Ina YES WB 0.95 Horz(TL) 0.02 7 n/a Na BCLL 0.0 Code SC2000lANSl95 (Matrix) Wind(LL) 0.02 7-9 >999 240 Weight 303 lb BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 57-9 oc puffins. BOT CHORD 2 X 6 SVP No.2 BOA CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2 X 4 SYP No.2*Except' 6-0-0 oc bracing 11-12. 2-13 2 X 4 SPF Stud,6-9 2 X 4 SPF Stud WEBS 1 Row at midpl 2-12,3.11.4-11,5-11,6-10 SLIDER Left 2 X 6 SYP No.23�6-1 REACTIONS (Ib/size) 1=835/Mechanica1,11=2346/06-0,7=956/04F0 Max Horz1=-343(load case 8) Max Upliftl=373(load case 7),11=-1030(load case 6),7=-551(load case 8) Max Gravl=1252(load case 2),11=2348(load case 1),7=1605(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-1545/434,23=-820/364,33=0/409,4-5=-17/430,5-6=-943/457,6-7=-1771/499,7-8=0176 BOT CHORD 1-14=-359/937.1314=359/937,12-13=358/941.11-12=-146/695,10-11=-192/783.9-10=-179/1112.7-9=-182/1108 WEBS 2-13=0/267,2-12=310/266,3-12---66/377,3-11=-1419/607,4-11=-744/408.5-11=-1592/597,5-10=-41/383,6-10=-014/225, 6-9=0/268 NOTES 1)Wind:ASCE 7-98;120ri h=25R;TCDL=6.Opsf;BCDL=6.Opsf;Category II;Exp C;enclosed;MW FRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-98;Pf=32.0 psf(flat roof snow);Exp C;Fully Exp. 3)Unbalanced snow loads have been considered for this design. OF NEW y 4)This buss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof bad of 32.0 psf on overhangs non-conwnent with other live loads. Q. P(y GAgC 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcunnent with any other live loads. �� SJ /,9 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 373 It,uplift at joint 1. 8)Two RTI 6 USP connectors recommended to connect truss to bearing walls due to uplift at ft(s)11. cc 9)One RT 16 USP connectors recommended to connect buss to bearing walls due to uplift at 1t(s)7. 1 W Lu LOAD CASE2S) Standard 2 � N0.080091 V q�FESS(GNP July 20,2005 14515 N.Outer Forty, D WARNING Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE HEFOHE USE. Suite#300 Design valid for use only with Meek connectors.This design is obasedf component only upon parameters shown,g d is for an individual designer.Bracing component. Chesterfield,MO 63017 Applicability of design parameters and proper incorporation ofcomponentis responsibilityofbuilding tlesignernot truss the responsiingshown he is forlateral Ad support of individual web members only Additional temporary bracing y insure stability during construction is the responsibility of Me erector Additional permanent bracing of the overall structure is the responsibility of the building tlesigner.For general guidance regarding fabrication,quality control,storage,delivery.erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSII Building Component MiTek® Safety Informal avallable from Truss Plate Institute,583 D'Onofrio Drive.Madison,WI 53719, Job Truss Truss Type �Oty Ply HURTADO RESIDENCE-EAST MARION,NY 186805331 E_MARION JLH302 SPECIAL 6 1 J b Ref c (optional) Nassau Suffolk Lumber,Medford.NV 11763 6.200 s Apr 20 2005 MiTek Industries,Inc. Wed Jul 20 10:24:04 2005 Page 1 1-00 5610 U2 13 19.9.0 - 1M 6610 783 743 )-0J ]8] 5-}2 Scale=1:89.0 5x6 II 3.00 12 5 4x4 s 4x4 c 5x8= 4 a 5x8= 3 7 10.50 12 (g''p1I1 8 212 5x6- 14 13 12 11 10 9 51 II 2x4 II 4x4= 7x6= 4x4= 2x4 If 4x4= 4x4= }610 12813 1 1990 .166] 33-9-8 ]408 51 70] 703 783 7-03 53 Plate Offsets 11 12,0-0-1,0-"], 3:0.2-8Ed :0.2-8,Ed a 8:0-5 Edae1 112:04-10,10-5-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl turd - PLATES GRIP TCLL 32.0 Plates Increase 1.15 TC 0.45 Ved(LL) -0.09 11-12 >999 360 MT20 197/144 (Roof Snow=32.0) Lumber Increase 1.15 BC 0.45 Vert(TL) -0.15 11-12 >999 240 TCDL 10.0 Rep Stress lncr VES WB 0.55 Hom(TL) 0.07 8 Na Na BCLL 0.0 Code ISC20001ANS195 (Matrix) Wind(LL) 0-10 12 >999 240 Weight:303 lb SCOL 10.0 LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 4-0-13 oc purlins. BOT CHORD 2 X 6 SVP No.2 BOT CHORD Rigid ceiling directly applied or 7-7-1 oc bracing. WEBS 2 X 4 SYP No.2*Except' WEBS 1 Row at midpt 4A2,6-12 3-14 2 X 4 SPF Stud.7-10 2 X 4 SPF Stud SLIDER Right 2 X 6 SYP No.2 3-6-1 REACTIONS (Ib/size) 8=2015/Mechanical,2=2124/0-M Max Horz 2=343(load case 7) Max UPIiftB=-781(load case 8),2--902(load case 7) Max Grav8=2415(load case 3).2=2706(load case 2) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/76,2-3=-3343/999.3-0=292x/1185,4-5=.2385/1180,5-6=-2403/1179,6-7=-2882/1179,7-8=-3173/1006 BOT CHORD 2-14=-791/2234,13-14=-790/2238.12-13=-954/2706,11-12=-1097/2691,10.11=-711/2086,9-10=-714/2081,8-9=-714/2081 WEBS 3-14=0/264,3-13=-482/806,413=-350/373.412=-895/350,5.12---148/569.6-12=-673(346,6-11=-354/378,7-11=-484/810, 7-10=0/263 NOTES 1)Wind:ASCE 7-98;120mph;h=25ft;TCDL=6.Dpsf;BCDL=6.Opsf;Category Il;Exp Q enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber 001-=1.33 plate grip DOL=1.33. 2)TCLL ASCE 7-98;Pf=32.0 psf(flat roof snow);Exp Q Fully Exp. 3)Unbalanced snow loads have been considered for this design. �FNEw 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 32.0 psf on overhangs �� Y nonconcument with other live loads. Q pN GA"?p 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live bads. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 781 Ib uplift at joint B. 8)One RT 16 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s)2. r Q W LOAD CASE(S) Standard toy r 2 NCO AN0.OB009, 9�FESSI�NA July 20,20051 14515 N.Outer Forty. 0 WARNING-Vero design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Suite#300 Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite#300 MO 63017 Applicobiliry of design parameters and proper Incorporation of comporent is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only,Additional temporcry bracing to Insure stability during construction is the responsib1111y of the erector Additional permanent bracing of the overall structure is the responsibility of the building tlesigner,For general guidance regarding MiTek® fabrication,quality control,storage,delivery,ereg,erection and bracing consult ANSI/TiQuality Criteria,DSB89 and SCSII Building Component Safety Information available from Truss Plate Institute.583 D'Onofrio Drive,Madison,WI 53719. Job Truss Truss Type Qty Pry HURTADO RESIDENCE-EAST MARION,NY 186805341 E_MARION JLH303 SPECIAL 6 1 j Job Reference(optional) Nassau Suffolk Lumber,Medford,NY 11763 6.200 s Apr 28 2005 MiTek Industries,Inc. Wed Jul 20 10:24:29 2005 Page 1 ,ir.ol so-so I tzars 1990 1 zeas seas 3960 f969 tad 5810 7a3 7a3 743 703 5-6-10 tae Seale=1687 5xIS II 3.00 12 5 4z4 s aza= 5x8= a 6 Sze= 3 7 10.31 V2 8 12 ES 9I� 6.6- 14 13 12 11 10 5x6= 2x4 II 4x4= 7.8= axe= 2x4 II 5-610 12313 199-0 t 21 3]-99 I 3960 seta 743 743 743 7a3 sato Plate Offsets MY): [2:0-0-11,10-0-61. :0-23,Ed e, :0-2-8 Edgel(8:0-0-1,13-0-61.112:0-44,0-5-0 LOADING(psf) SPACING 24-0 CSI OEFL in (loc) Videff Lid - PLATES GRIP TCLL 32,0 Plates Increase 1.15 TC 0.45 Vert(LL) -0.10 12-13 >999 360 MT20 197/144 (Roof Snow=-32.0) Lumber Increase 1.15 BC 0.47 Vert(TL) -0.17 12-13 >999 240 TCLL 10.0 Rep Stress Incr YES WS 0.55 Horz(TL) 0.08 8 Na Na BCLL 0.0 BCDL 10.0 Code IBC2000/ANSI95 (Matrix) Wind(LL) 0.10 12 >999 240 Weight 301 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 3-11-11 oc pudins. BOT CHORD 2 X 6 SVP No.2 BOT CHORD Rigid ceiling directly applied or 7-7-5 oc bracing. WEBS 2 X 4 SYP No.2*Except* WEBS 1 Row at midpt 4-12,6-12 3-14 2 X 4 SPF Stud.7-10 2 X 4 SPF Stud REACTIONS (Ib/size) 2=2133/1 8=2133/0-6-0 Max It=2=-325(load was 8) Max Uplift2=-904(load case 7),8=-904(load case 8) Max Grev2--28060oad case 2),8=2806(load case 3) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2--0/76,2-3=348811002,3-4=-310711191,4-5=-2491/1187,5-6=-2491/1187,6-7=-3107/1191,7-8=.3486/1003,8-9=Of76 BOT CHORD 2-14=-776/2336.1314=-774/2340,12-13=-943/2879,11-12=-1092/2879,10.11=-706/2340,8-10=-709/2336 WEBS 3-14=0/264.3-13=-085/843.4-13=-373/375,4-12=.8221349,5.12=-151/613,6-12---822/349,6-11=-373/375,7-11=-486/843. 7-10=01264 NOTES 1)Wind:ASCE 7-98;120mph;h=29R;TCDL=6.Opsfl BCDL=6.Opsf;Category II;Exp C;enclosed;MW FRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-98;Pf=32.0 psf(flat roof snow);Exp G Fully Exp. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 32.0 psi on overhangs �! OF N Eco y non-concurrent with other live bads. �+ 5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrem with any other live loads. G O 6)One RT 16 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s)2 and 8. ARf-'7,9 LOAD CASE(S) Standard * it r [[ 0 W m i 2 �O N0.DSODg, Q� AR�Fes SI ONP�, July 20,2005 A WARNING-Verify tlesign pnmmeters nM READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, x•sei Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an Individual building component Suite#300 Applicability of design parametersand proper incorporaflon of component is responsibility of building designer-not truss designer Bracing shown Chesterl'i M063017 � is for lateral support of individual web members only,Additional temporary bracing to insure stability during construction is the responsibility of the erector Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage.delivery,erection and bracing,consult ANSI/TPN Quality Criteria,DSB-89 and BCSII Building Component MiTek® Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison.WI 53719. Job ,Truss Truss Type City 1Ply HURTADO RESIDENCE-EAST MARION,NY 18680535 E MARION JLH304 SPECIAL 1 1 _ Job Reference(optional) _ Nassau Suffolk Lumber,Medford,NY 11763 6.200 s Apr 28 2005 MiTek Industries,Inc. Wed Jul 70 10:24:55 2005 Page 11 lop sa10 703 703 Toa 7a3 saga 1L Scale=Y6e7 54 II 3.00 12 5 4x4 4x4 c 5 6 5x8= 4 k 54= 3 7 10.50 BY 2 8 15 1 910 5x5= 20 19 18 17 18 15 14 13 12 11 10 5x5 6x8= 7.8= 6x8= sono I— 12au 19.11.0 1 ze-9.3 3>sa a%ao 1610 7a3 7a3 7a3 703 %1e Plate Offsets Y): 2:0-0-1,0-0-10 3:0-2-8.Ed e, :0-2-8,Ed e,[8:D-0-1.0-0-101, 14:04-005-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (lac) I/deFl Ud PLATES GRIP TOLL 32.0 Plates Increase 1.15 TC 0.45 Vel -0.04 13-14 >999 360 MT20 197/144 (Roof Snarl Plates Increase 1.15 BC 0.24 Vert(TL) -0.06 13-14 >999 240 BCDL 10.0 Rep Stress liar YES WS 0.92 Horz(TL) 0.01 8 n/a Na BCLL 0.0 BCDL 10.0 Cade ISC2000/ANSI95 (Mahix) Wind(LL) 0.0313-14 >999 240 Weight:4041b LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 6 SYP Ni BOF CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2X4SYPNo.2'Except- 6-0-0 cc bracing:14-15. 3-18 2 X 4 SPF Stud,7-12 2 X 4 SPF Stud WEBS 1 Row at midpt 3-15,4-15,5-14,6-14 OTHERS 2 X 4 SPF Stud'Except' 21-22 2 X 4 SYP Ni 38-40 2 X 4 SYP No.2 REACTIONS III 2=359/13-0-0,18=372/13-0-0,15=1587/13-U.12=1209/73-0,8=406/73-0,16=-1/13-0-0,17=54/13-0-0, 19=17113-0-0,20=154/13-0-0,l l=-60/7-3-0,10=179/7-3-0 i Max Horz 2--325(load case 7) Max Uplift2=-159(load case 8).18=-268(load case 7),15=503(load case 5),12=474Qoad case 6),8=-231(load case 8), j 16=4(load case 3).19=4(Icad case 5).20=-195(load base 7),11=-86(load case 3),10=-190(load case 8) Max Grav2=633(load case 2).18=649(load case 2),15=1839(load case 2),12=1730(load base 3),8=678(load case 3), 16=31(load base 4),17=97(load base 4),19=79(load base 4),20=212(load case 2),11=61(load base 8), 10=242(load case 3) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2--0/73,23={6381266,3-4=-235/270,45=-723/540,"=.8151517,6-7=-1273/594.7-8=-717/242,8-9=0173 BOT CHORD 2-20=-97/292,19-20=-97/292,18-19=-97/292,17-18=-89/278,16-17=-891278,15-169/278,14-15=-70/357, j 13-14=429/1101,12-13=-76/308,11-12=-90/351,10-11=-90/351,8-10=-90/351 WEBS 3.18=-604/279,3-15--224/208,4-15--1562/825,4-14=.421/1062,5-14=-274/182,6-114=5081293,6-13=481/360. 7-13=444/997,7-12--15531531 pF NEW Y �� NOTES Q. PN 1)Wind:ASCE 7-98;120mph;h=25ff;TCDL=6.0psf;BCDL=B.Opsf;Category II;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)Truss designed for wind loads in the plane of the truss only.For studs exposed to wind(normal to the face),consult project engineer/architect. 1— Q 3)TCLL:ASCE 7-98;Pf=32.0 psf(Flat roof snow);Exp C;Fully Exp. n W 4)Unbalanced snow loads have been considered for this design. 111 W 5)This truss has been designed for greater of min roof jive load of 16.0 psf or 2.00 times eat roof load of 32.0 psf on overhangs non-,concurrent with other live loads. j C1 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live Icads. �O 0-012100 7)All plates are 2x4 MT20 unless otherwise indibated. 'oi9 pv 8)Gable studs spaced at 2-0-0 oc. �FEFE;v 9)One R71 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s)2,18,15,12,8,16,19,20,11,and 10. July 20,2005 LOAD CASE S Standard A ��® parameters READ I WARNING-Ve design peters and NOTES ON THIS AND REV14515 N.Outer Forty, REVERSE SIDE BEFORE USE. Design valid for use only with Mil connectors.This design is based only upon parameters shown,and is for on individual building component. Suite 5N. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designec8rocrig shown Chestentel4 MO 63017 is for lateral support of individual web members only Additional temporary bracing to insure stability during construction is me responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSII Building Component M iTek®1 Safety Information available from Truss Plate Institute,583 D'Onafrio Drive.Madison.WI 53719. Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 05/03/05 Receipt#: 1076 Transaction(s): Reference Subtotal 1 1 Septic Permit- Construct- Resid. 3464 $10.00 Check#: 1076 Total Paid: $10.00 jn J Name: J L H,Associates P O Box 1925 Southold, NY 11971 Clerk ID: LINDAC Internal ID:3464 IJ -INGT' 3RM4--T-- T=14- 4U� Apphr,anU r Date. _ OwnersName:... --- �LI� � _ _ Reviewed: -I/- T—. Architect/ Qa[e Cngineer:. SubmMed: SCTM #: District: 1„000 SeC(ion: 0 ` Block: Lot: ._ Project ? Subdivisiot L.ocatiott: �� 1 ht! — — Name:_-1n/ _ $inle& separate Required cet�tlft.catiott: (Yes f No) _ Req Req. !_otting 1 ' ricl: _ (Lot slzc: Aqt a� I: j (I oc coverage _Ptih<�� Req. — �> Req. (1 rout ti`ard Proposed: Yar / l' [Side d 7 5 Proposed: [ [Rear YardI' ._ roposcd Project Description: j aj �)�P R—EQUTR9D FOR IRE WE �A-. NO YES Number Suffolk County Health'Dept. New York State, D. E:C. Town Trustees Town Zonl-np,Board approval: Town Planning Board approval: ' Flood.Place Elovation??� Flood Zone: No-to: q Young & Young PA N 400 Ostrander Avenue, Riverhead New York 11901 Egg 631-727-2303 \r^ Howard W. Young, Land Surveyor ey g Thomas C. Wolpert, Professional EngineerRobert C. b« ~ V OJ� T •{G ect Ronald E. Pfuhl, Landscape Architect xN�$ ^1'i (r� ' V Douglas E. Adams, Professional Engineer ai � �������ry ' s�'F L'� J,yA HEALTH DEPARTMENT USEy `7Ih 4 i'; $I B/n67)�� � S` ���� 79 � /7 �� J � I 5�5.,1'.ri1 e�•�A �. �t r .,.-.n ...� + ��a$ tag o� S ` a� eLq `... APPROVED_ / a oa1oo C/� FOROF BEDROOMS �i 4 b / /YfR=2o.o0' EXPIRESTIIREE YEARS gROw1DATE OPAPPROVAL S e� Lot 111 / T �d ( O .� 40, r)i,� g'16to01q�' W. Ilk o �� DQ/;� •ba bl A� SURVEYOR'S CERTIFICATION p T 69.11. 6193 `TYC \ae!� 'i ^���. • WE HEREBY CERTIFY TO JLH ASSOCIATES, LLC b. b,m •�l %' THAT THIS SURVEY WA5 PREPARED IN AGGORDANG TH THE o 9°0 �' \` _pP '0� CODE OF PRACTICE FOR LAND SURVEYS AD Q :63se �e °f NEW YORK STATE ASSOCIATION OF PROFE y $ ° �. n°/ _ �' h SURVEYORS. q�w 1'n Q'�� �4m co 7k ; o ASL6ey$/B R� bs.ii �('/y �� (� �• 4 -► y i q it rr �s c fsA�@'o7 S�� q i ��'s`b ^\ � �}° p,7• �711t�22�'s— ; �•� • J'1 3 �,p �$�� TEST HOLE Ppb • �C </ �,�a $ BY McDONA.D sEO5GIENGE Qc'$ `tn'r, A3 dS4Y ` 9 a �j_�n� HOWARD W. YOUNG, N Y.S. L.S. NO. 45893 ✓SFp�AN SUPS N DATE: 03/01/05 `L O DARK / SURVEY FOR 9 �°o�DAMBi JLH ,4550G I ETES, LLCg° O LO' \ l��tl Q blbl 8F°"" \� +� w � ��\ p° �•�Y ��°Uoc LOT 11"1 "MAP OF PEBBLE BEACH FARMS SILTY SAND (SM) `3 � ,A B,. T.O. d /oq At East Marion, Town of Southold ��a6 Suffolk County, New York �A Ile e9v� � o "/ Count Tax Ma District 1000 Section 30 Block 02 tot 61 " e a�i1-TY � Sy Pes (5M) NOTES BUILDING, PERMIT 5URVEY s z 0 55.01 �Qep,o AREA = 26,230 5a. FT. YIATERIN BROM FINE / SUBDIVISION - "MAP OF PEBBLE BEACH FARM" FILED $"$5 m TOSIUM / IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON6Y FEB. 25, 2005 �E7 (5P) / �o� \ JUNE II, 1915 AS FILE NO. 6266. MAP PREPARED � b� • VERTICAL DATUM = N.G.V. DATUM (M.S.L. 1929) SCALE: I"=50' �P$� l • AVERAGE NATURAL GRADJ E - 58.0 OB NO. 2005-0042 $� U61 p.now.+enr ser ■ ..wru�"r ra�n� Q• srnre ser �.srA Farm ao•aeoF vFuiw 01 DWG. 2005_0042—bp—rI �y z 3 q Young & Young N 400 Ostrander Avenue, Riverhead, New York 11901 £as 631-727-2303 Howard W. Young, Land Surveyor g J�qThomas C. Wotpert, Professional Engineer 8« `pile: I O Robert C. Tast, Architect � o `i // . Ronald E. Pfuhl, Landscape Architect 6 ` -O 0��1 7jt• W E Douglas E. Adams, Professional Engineer � $ _' V it •�ryb�9 4i(mm- PK - o -I ffl� NOTES Eli or- AREA = 26,230 5Q. FT. $9 / O/ SUBDIVISION - "MAP OF PEBBLE BEACH FARM"FILED N` ,mb�• SJl ;�, S ` IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ONyg % JUNE II, A-15 A5 FILE NO. 6266. a g Ow Lot117R=20.00' 1121 a �i 916108 �W ��' SURVEYOR'S CERTIFICATION ^U"0�Y • WE HEREBY CERTIFY TO JLH ASSOCIATES, LL,G s. a ` •<9�0J' COMMONWEALTH LAND TITLE INS 4 'i O '{ � \ �s _pP b C O M PA NY THAT THI5 5URVEY WAS PRE 7q P \\\ �J ACCORDANCE WITH THE CODE OF PRAGTISURVEYS g j PRO E55IO OL AND SURVEYORS. D BY THE NEA ORK 5� � ` TION OF \ /�2 q O� c S i`• �o- PIo rd €Rig 8 c S�chT ,y'&` ��G .f,�5 ® �\ HOWARD W. YOUNG, N.Y.5, L.5, NO. 45511 ``a„✓ g / � h o 3 ¢ / SURVEY FOR n� JLH ASSOC I ATES, LLG n �;9° 4 LOT 1111 MAP OF PEBBLE BEACH FARM5 <''` 'C � [�' At East Marlon, Town of Southold Suffolk County, New York `s v40I s o0g4 County Tax Map ol•ma 1000 s�ua� 30 eia�k 02 Lon 6 � i JUL Z 92005 ; ?t FOUNDATION LOCATION SURVEY 1p O = _ay FOUNDATION LOCATION JULY 2-1, 2005 9` 3 `— ADDED CERTIFICATIONS ONLY MAY 25, 2005 �gb m ` APR. 6, 2005 H \ MAP PREPARED FEB. 25, 2 N il SCALE= I••50' �LPill ez •r+oru�+r xr •MowrtNr rano Q.Bryce xr �.srNce raw w.rtoor aun+ JOB NO. 2005-0042 C DWb. 2005-0042-f ovndatlon-loc q Young & Young Ff N 400 Ostrander Avenue, Riverhead, New York 11901 s68� 631-727-2303 y{] Howard W. Young, Land Surveyor k ' Thomas C. Wolpert, Professional Engineer s V J Robert C. Tast, Architect „go 0 ^� � Ronald E. Pfuhl, Landscape Architect KN�g O ,Oj d1J Douglas E. Adams, Professional Engineer °�0�^ ^h'La4J // W E ,� 1:61. „�'Y' Z / c HEALTH DEPARTMENT USE o� €i 9 ti30, 47 r0 /� roy alum 8 to / 0J'' A 3 + �p�o W a ,n F a / e q• �``5A SAO b § a � a5na�94I 6�c 9C R=20.00' �0�6 Lot 111L=31.42' 3 J 3 a30„W =ops p=eY 0/Q ui / •baa, ; \\ bd b�Fzb < / l v \�. .�,��� ' b,.,,• 99 6153 �- ' SURVEYOR'S CERTIFICATION Ag=� •bo'2 _ ri00�Y • WE HEREBY CERTIFY TO JLH ASSOCIATES, LLC - \ 'O°� 6, b,�A `� cJ' THAT THIS SURVEY WA5 PREPARED IN AGGORDANGE WITH THE o 47 CODE OF PRACTICE FOR LAND SURVEYS AD00O % ” q� i/eo-� - l NEW YORK STATE ASSOCIATION OF PROFE °gW �O O� S cK / ,y \ �\ A \h SURVEYORS. ,`�j �' Nkaa @/i' 6 Q� / .�`� b5.iip� '\gyp- Q, •� 88 tg W. ;=-oCOff `rS •2 TEST HOLE r BY MCDONALD bEO501ENGE c e5 05 0 fy \ o €3Ig n DATE: 05/01/05, .� tf �q qJ' HOWARD W. YOUNG, N.Y.S. L.S. NO. 45893 0.0• DARK 3., 1� Q'� / O BROWN LOAM 56 q s ou 1.0o�° b, t°^ Q9� / SURVEY FOR == a 'd'a, ���5 'Q ����` JLH A5500IATES, LLBROGg 51L ""° pdl leoll "' 9! �� 0 �� �� LOT 11'1 "MAP OF PEBBLE BEACH FARMS" � mw sM ryDK to 51 T.". ° i° At East Marion, Town of Southoldzog qi / Suffolk County, New York o vOH R IN ryc 30 Block 02 Lot (0 BROWNNSILTY 9P�\ _iR �,d 2/ o 4� �� County Tax Map District OOO Section Wq ISM) 53� r� Qr� + ,r o\\�� �,m NOTES BUILDING PERMIT SURVEY s°a¢ WATER N `19e AREA = 26,230 50. FT. D Q NE TBO IMEDIUM • SUBDIVISION - "MAP OF PEBBLE BEACH FARM'' FILED m SAND ` IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON56 (Sr) / O��l \ JUNE II, 19'15 AS FILE NO. 6266. MAP PREPARED FEB. 25, 2005 sv.o ,Oj VERTICAL DAVM = N.G V. DATUM (M.5.L. 1929) do�< SCALE: "=50' Q . AVERAGE NATURAL GRADE = 55.0 JOB NO. 2005-0042 3gF • MALMENT SET 1+ti'W,1-TENT FLVND STAKE SET a STAKE FQ.IID RD It�F pRAIN DWG. 2005_0042_bp_rl �<�W ST Rio- o5- von 9 SUFFOLKRj7 Young & Young' a- Yo!*k 400 Ostrander Avenue, Riverhead, New 11901 APPRO�"PL N 1. DvIr, 631-727-2303 Howard W. Young, Land Surveyor Dme Thomas C. Wolpert, Professional Engineer JIQZ_0 Is�_Qo±ils Robert C. Ta9t, Architect '40 7 C-C!� -1-1 Ronald E. Pfuhl, Landscape Architect C,!, Douglas E. Adams, Professional Engineer br" saliIz�n4'm F'-F AR"--1, fCjrCj t, W E 0 0 111 ,!6'. Y NOTES �117 7— AREA 26,250 50. FT. f"V Officec V 5UBDI\/1510N - "MAP OF PEBBLE BEACH FARM" FILED S IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON �71rcicto 47 JUNE 11, 1975 AS FILE NO. 6266. < bll oil Lot 111 FR12 0 R=20.00' L=51.42' SURVEYOR'S CERTIFICATION 0 WE HEREBY CERTIFY TO JLH ASSOCIATES, LLC & COMMONWEALTH LAND TITLE INSURANCE 51 1 N, COMPANY THAT TH15 SURVEY NA5 PREPARED IN ACCORDANCE WITH THE CODE OF TICE FO ------------ 1\ PRACTICE F .10 5URVEY5 ADOPTED BY THE NEW YO NE 0 0 o FIROFE55IONAL LAND SURVEYOR.5. 47% MV7- I "4 VIE NN HOWARD N. YOUNG, N.Y.E 1 15 NO. 45595 4 z SURVEY FOR 0 §00) 41 -k JLH ASSOCIATES, LLO -7 "MAP OF PEBBLE BEACH FARMS" LOT 11 tes At East Marion, Town of Southold 113 tK Suffolk County, New York 61RI County Tax Map District 1000 Section 50 Block 0:2 Lot 61 FINAL SURVEY It FINAL SURVEY ---NOV. I4, 2005 FOUNDATION LOCATIONY 2'1: 2 iNY 5 ADDED CERTIFICATIONS 0 2 2= AM 6, 2005 ac MAP PREPARED JUN 1 25, 2005 SCALE: JOB NO. 2005-0042 0.lio�5ET 0 •MO�roam5T� ON&005 04 By Young & Young g � 400 Ostrander Avenue, Riverhead, New York 11901 yy la's.a w srAlRsmuTFORns 631-727-2303 Howard A. Young, Land Surveyor a555• `g I Thomas C. IYolpert, Professional Engineer Ela Robert C. Tmt, Architect — ° N To,OE e, Ronald E. Pfuhl, Landscape Architeet � Douglas E. Ada ne, Professional Engineer PROPERTY ADDRESS 16,10 THE STRAND ° MAx EA57 MARION, NEW YORK JI a' MAN. NOTES $ 1 AREA = 26,230 50. FT. jig Isnns sRAOE • SUBDIVISION - "MAP OF PEBBLE BEACH FARM" FILED � s' IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON e8 M S ss: JUNE II, I975 AS FILE NO 6266. • THIS MAP WAS PREPARED FOR WETLAND5 PERMIT dee ew+ APPLICATION PURPOSES ONLY. $ LOIIU ISLAND 50.P'O \ _ till ll — — I Pig EOTlOM OF �b �' ENSINEER'5 CERTIFICATION � @ X'SO I+u Iwo o.n a.so o.v O.00 SECTION THRU PROPOSED 4' WIDE TIMBER STAIRWAY 1X 50ALE N.T.S. NE T / �• ���' 'F�APPROX.LOW VWTcR MARK PkA yG 410, NOTE: co Ya'�•MO, \S MAINTAIN 35' MIN FROM EXISTING GRADE TO BOTTOM OF 57AIRWAY o ,rhe ✓0 .� /�\b�! �ry / TIE LINE ALON6 AFPROX. 'S q/ / HIGH WATER MARK A5 THOMAS G. WaLPERT, N.Y.S. P.E. NO. 6148 \ LOCATED ON OV=iO5 DOUGLAS E. ADAMS, N.Y 5 P.E. NO. 808,17 \��F? FE fir R 01 % �m�� /// •\ /�iiee e / S� sip 7oz SURVEYOR'S CERTIFICATION Lot/II1 s., % case bR �CS C :�S R=20.00' 0 L=51.42' NEW), c� o �BgO„W A• �W Y D`l` a 56`0-JAI r,A ep oy1�V�Nh JAN V HOWARD W. YOUNG, N.Y.S. L.5. NO. 45893 Ql ��9 �3 _•, �/' //��� e1” ma �I - SE'DLAN�ySr `R4 \lobe a^ SURVEY FOR n 9 JLH ASSOGI,4YE5, LLGn 3e^ I 9't e j P n ° 't o LOT 11-1 "MAP OF PEBBLE BEACH FARMS" qN � s s S S \.,, M a ° � T�� � ,� � At East Marion, Town of Southold j _€ Suffolk County, New Yob POzm 7' 3109171 Q45 V. d County Tax Map olso-ml 1000 s.�am" 30 em.l: 02 Boa bl /f\ MAP TO ACCOMPANY N.Y.S.D.E.C. f0 PERMIT APPLICATION ° i JAN. 25, 20be JAN. 1"1, 2006 415 \ MAP PREPARED NOV. 15, 2005 ®FEe SCALE: `=50'2005-0042 Br e ®ealu Q•MgUMQ1T SET v Ib1YME1T FLVNe Q•9TIKE YT .•STAKE iPMO L•LMMIEY eO..1. S v ST LE•LELL4t ENiMNLE JOB NO. JOB NO. 2005-0042 "-A_l ybkh PAGE 1 -4112!06 1238:13 AM - S-'.i "R •x S Al'Ip Cb r . �3 AS aR1t ARx 0D ai, All, fork � .I cc �' �S . 2 i 1 v'. All, T�*k 'aball aaafia✓Rp tocask 'reus I. fiha ,• ' j -00 0 to ski !thug D.pM'rtnrent,;"the 3Pew ;74br bAtie;? ui4diag;.' dada: tla4' Four 7Cq k talo, porgy ton'snx'Vatiaq'. aww . 54'-6" 2 ilmaneil gi area"'shall always' he taken in prafaramce' to sell ag of dragiAsfla Da not meal@ drawingsI All'Al nAioa'# And oonditione must I2'-O" ba varlilikd -before ordering aateriair. 25' 6" 17'l 3. Cootractor,aball to responsible for verification of all 'field,: 5'-a' s" � aeutasena "and shall trill"Co' the attention nf ;tAr h�x nhitaot,; may, screpantdas 'between, ,tbe drawings and actual fluid eoaditions. , 4. l Architect Is not responsible for 'anpeivialou; d.arpection or - - - - . adeieinietration cf thip ' con#trnotlon 'project. Contractor is to \ opbrdanate ill work, #ghedUling withb, .nwna'c. ! ' ". 5; Contractor to prov' ide ad* to i nsure personal s afety 'mad minimum stresses to exist ng structure during construction. ' ' 1 • - S 0404 $1,110 are to be (2) Vi (wokmanized lumber) with 1/2" ' 1 r - _ _ _ _ - diTYPICAL a(na'k.MiC' ancba bolts x 16" long at a'-,Q" Q C'. , 'r 3" square ll. 5-3" 1 1 .p ON 24' X 2 "PX i12" P.C.FOOTING 1. ,4xtd S .y�atar are to�beasgppor�te8 by '4n z 4" wood posts unless 5'-5' 1 7 All, �haader � ETAL AREAWAY � LVL YPSE BEAM = _ , 1 _ I- .- - - - - _ _ _8" P-C-FOUNDATION WALL- - - - - - - tNlra 'in tel a or sol• dfraitau S1' i.3; levels' d i Ise (3)117/8" - - - - - cP` - - - - - - -` - - - - - - - - - - = = = - _ - 1 healdq footing (2dj2�x e^ unlesmendrowiseknoted. am - - - - - - - - - T ^ - � - - - a "I _ _ _ _ _ gg aha xt h - _ d the - b I r - -I 1 _ I_ 2 TIO BE I 4m AL r# shall " othe 5•_6. 5. 6.. Provide odoubl -s headers, under ll ns ji and W1/24"SX 2E4" L LYPC FOOTINGM 8. o tT-9" O a 6 11. fdi`#agin�g lulpberotadbe grade marked and hoquAaYkng�p2aral 1' to a / o Fb g850 P,S.I. and shall be one of 'the following special a., 0ou like ,Fir, ' Construct'. are a Pli-e50 P.S.T CELLAR ® b: .)!em&tick, Construction ardda Fl•+550 P't.t. ;� '• 1 * ELEVC-S9-00"W/ 6" X 6" HIO GA WWM .ry oondit onsoa connections . 'Provided^TkCOro (RUYfcica et all flushheader " Tie Oown ab Cli s) at �1 o to 1 nn a . connectors as per ew Yak SlatHe Code U 11 f lil Mi othe iseumotq , in site r o treated. o �, 1'3 All intIber in eoutaet wide concrete shall be pressure Uni Line as of 5 ew Type X G p Bd.on Celing d o 1 N ry 36'-2" '�' _o I I. I 1p, i',V111 fl1�LL ,s Are to be 2't, x, 4" md- are to'ba . 1S" "v.c. _ rw d emeopt 'for the wall f PAt(l" RwxM 2 K 10 NAILER,LAC BOLTED W/ I/2 BOLTS s 1 stfAll rhail•,be 2", x' ,6" 'stud coms�tYnotiou'. 1 .°. '11qp rafters and ridge board; shall be one "2t " size. I _ _ _ _ _ _ _ - 1 � lergpr,' theA, 'conlactiog rafters. AS PER"16l ,STATa 'GbpBS „R802 e - - 5'-l0” 5'-to" 1 C0IICll RST� / 'MIASORkX#tend, al ey gg gg, _L_ _ BOLE ® 3017�•'TSyfEEL LA LY COLUMN ON 4 5 4 5 3' 0' I6'-4;� I �. 1 hearing irvofua'3'1' ounde. Ili atfonazxuwells below grade ,shall�be damps rootedo undisturbed tell of 2 top, with 1 !, (3)11 7/!31' LV UPSET BEAM _ _ _ _1 _ _ _ _ _ _ _ _ I_ _ (3) 11 7/B CV PRET BEAM I ,9'-10" Id#tea reported 1,braa,. it i a piately, S ° �" d e repaAoy ' o 24 X 24 X 12 C.FOOTING 10'-D' an 'e al tar tnalubu a: �clumm An c - r L - be rap b arabitact; haaadie tel I ' - - - I____ - - I- __ _ - �. _ - - - - - - - 1 (3) 3/4 X117/8 VL BEAM, 1 . , - - - - - - - m - _ - - - __- - - - - - - is to be �milaimumcieno"to iP'.um ry I r rlr � - - - I- I e { � HUNCH FOOTING' - - __ _ - - - - - - -_ - - toured T- - - -�_=__ -_- 1 - 1GP i ' , I be 'air- eutrained Itawgpour a 1 u 1 1 14 II / S..I canprarrive, strength' in 20 days. BEAM BOC T PICA BEAM TO BE ET MINIMUM 1 •' I _ 1 ., or su' oue of, same 41pe,00, Washed gravls,aadsunto l, 1/211 'aa size 1 II III 1 1 I , - -1 11 - IL _ l@. aravel, fill shall be a " 1 _ II III 1 qq rhed4t ll ' p der ' slabs where AND 9" IN DEPTH FRO TOP 0 WALL 1 1 6' M TAL STUD WALLS - - 1 - 5/8 t pe x gyp bd. on wall I 1 indicated on lana,lat, 'least 4's, do 1 W/ 19 BATT INSULATION - - 7 - 12 sgril /6L '*- - Y p qp' : � I m and celvngs common to resdence I I • 6'-0" Irving spac o ; P 1 1 IN x 14 ldotings `Shall,drop below ,plumbing linea.' Step to if NOTE I c I19 w IIIN d- - 1 1� bsve a'iala*lusk,grade'. of 25 da4�rgem NIS Jlr-AT STAIRWELL TO 1 _ .° FIRST FL OR AND DOOR ABOVE -�J1 11� 11 . 1110 P .TIYe ant . beupe is to be, #ides with likiDIFiA R, ax0opttor.�front ' 1 ^ n IIS ^ oIOJ ^ ;o °' oaAta'r`faoa-im Mwnxch mil be brick, PrQvlido b" o1•ny1 obrlel boards with If u ® w i '• beaded ebrner: .. Pa#q'enera shall 'be corrosion reals mat alumittum' or zinc OI - II p Pia ® ¢ M ®q .n o opated in n�he rocommended-by lumnufabtnrer'far .thickness aad � 4ry m NI 1 �' II N- _ o o - Iµ 1 ,�p m m ✓��i o m 1 m, stool na17g1tianr. i IN ro °' m 1M Ir (l UPSET II A/8LVL 1 0 ® _ 1 o a t 141 � TWO all! 4 CARB WA 6' X 6" X 10 GA W M 2i -' - F.16R p.2.T STATECO 8403,6' , ID areae likely �tao • ELEV - 9' 4" / 1 whei°aCterttia'k3hsa bOm I hiftbe er rmed nfikn , ota ina the sol : i pressibla, s g Pther own oil N a-#oiliest shall be ,perfo io list, SsIBECS FLOOR JOISTS® 11 7 8" EPTH m '�i i z rr ,rat a:' pparticular' loostlon. This 'text� e11,all be� Nada' byBtaved. agenoy aging an approved' sethod.tba a mi'pimum of: 9ar balnwlpreamnq" treatadriil tIN�ERWRITERSCERTIFICAT 'h atata r moria et AEQUTAEp a lu 3Z3 So baeoducadshall be lana" r oundatione lgmde uat�� EP FoonNcs As NE Y 23,,havbeen produce aredin a all prh:lr Tman 040 -'gillin�� PLUMBING- - - - -' -1 - - - - - - - - - - - r - - - ' 3 1 4`X-1ll '-LV1 bp8 - _ .�3�1 4" X 11 7/$'LV ypR_ 7j DEG. MAX SLOPE � ba,£ntki�', adimtin as gpm sail si,�ope 'away'; fibs res naa and ALL PLUMBING'.WASTE PLUMBE° 0 - - - - - - - - - - -� ' o .. - : _ _I_ ` •" 1 N TOR$',P ACytOa" 8 WATER LINES NEED CONTENT B TI r - - - - - _ _ _ _ _ _ _ _ _ _ _ _ I_ _ ,- _ �-- 'r bROOFIwa / TRERMAL 'MOTS ROS - . ., ids TESTING BEFORE COVERING ON LEAD OONTENT BEF E e,-o;x Y o'oHsn LNE o cnN eovE - - e o x -o°oH,cn o £4amk dg hd lng 9onew'azdakiosFkall enia 0 andZwhatlW's vor ,roe f wend AI L C�NSTRUCTIDN SHALL CERTIFICATE USED�N WA 4 ICY -I „ 1 1 "• m a=L root or wt ipgr oro , in, coa last with ME' gUIREMENTS OFTWE SUPPLY SYSTEM CANN T N , STEP FOOTINGS AS NEC! a-a Mss YOB Lower t Mvs fouondo on otl z yadpf�with asp p$' ' Step abina�xn=gQtas sl be CUUESOFNEW,YORK STAkT ,'' EXCEED 2110OF7°io E d F_ 1 garage w t OS 2.), Al, ^L� 'm 'flashed i se am cap fie g - - - - - - - - - - ( oat bave,a, e a - r - - 25 DEG.MAX. SLOPE L' to allow or ora d doors 1 " s2 a a c u Topa y - - - - - - - - - - - - - - - - - � of 2. lag a' other p p I I 25 Asi halt Eli ylder As er R4 _ _ _ _ _ _ _ _ _I •� 1n slope, wwith"a datxblp paaarla mat fdr Foo# 014 at ,2r12 up it 4. 2, raworto peatc�It# thtang)i;roofiag 'aateriail+ dtttn' al4eatAingg az - - - - - - - - - - - - - - - - - Si 3 raaS 3/4!+'. 'ash. rim Lang ran d, those ;rill ha;'a minimum o1 F COMPLY WITH ALL CO ES OF 1 2 i ,, 1 z faxtenera par 'aai,ehalt sbiiagle when dove i at lament 20'+0e" above grade, CERTIFICATION OF NEW YORK STATE & TO COP'- 2 Al a (d fb_r'ju#dar, �0 0, and in i1fY.'or 32cY' Nm wind momma. WAILING & GONNECTIUNS, AS REQUIRED AND CUND I N`_; F 2 �> �= W x6. All ah n'ep# #halI, ,extend. at least''�1 leet'h��d'ghnr, than any �lort'011 REQUIRED. � �_SOUTHOLCTOWN A A-s� - a of the of .the bualdia aithia'' a harizoAtai distance of 10 #Act'. nl{F s xla t m APPROVED AS NOTED SOJTHO_/ SOUTHG,� OWN su H G I g'_3" 5._2., q_4• 27 � 'S ede nQeoaNtlked. - obs set aa ,'EYbegle. eAlsi` ' S SP.6 3 � ]TOWN kh ,i C °Crib RY TA & a 5 IB s' sill. s 12'-7" j p DATE: N4S DEC 12._4. 29._7. M!Y� �erta�npti a �, FEE: l7L,3 d0 c• , �• .�._- 28, !nil l' Tyvek house wr#11' by' Dupont on alt ,naw axC'arior, wills,' . NOTIFY BUILDIIVC C FARTMENT AT 54'-6" lapping sueceadiAg, course not ,leas than, 20. " 765-1802 SAM 'C -M FOR THE providing p against the 11 1 FOLLOWING INSPE—DONS: Z9 Caulk and seas, all joiats robidin a positive barrier 1• FOUNDATION - TWO REQUIRED /� ' paArage ofair and /ai.#tore: FOR POURED CONCRETE OCCUPANCY OR FOUND ��O 1O r 2. ROUGH - FRAMING & PLUMBING ' 30, Inauiation to be made by Owen lCgraing Fihetlglaas or: equal, with a 3. INSULATION I USE IS UNLAWFUL Y -g,�� ,,, a kraft'' vapor barrier. ' Vapor barrier t0 be instal ed on were side only 4. FINAL - CONSTRUCTION MUSH 7'" 4 BE COMPLETE FOR C.Q. WITHOUT CERTIFICATE 1 4„ - )'-�" as ':F ALL CONSTRUCTION SHALL MEET T, � REQUIREMENTS OF THE CODES OFN� OCC�IF��A�ICY YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. -�� DO NOT PR CE D WITH FRAMING UNTIL URVEY " p OF FOUNDATION, OCATfON " CLIMATE AND GEOGRAPHIC DESIGN CRITERIA BRIAN A. RAPP R .A. ARCHITECT P"C" , Architec ' Revisions DYED. 4 Nan Place f'LUZONE 631 544-6340 GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM Kings Park, New' York 11754e4mlill F;--�--'- FAX ( 631 ) 544-635x, WINTER FLOOD (� Core SNOW �i NEW HOME FOR, JOHN HC�iR4�W (DAMAGE PREVEn '1 ,1 pL2jN 9 1 DESIGN FROST LINE DESIGN HAllARDS 1690 THE STRAND F`nIITHOLD'YowNcone. APRIL 5, 2005 LOAD SPEED (MPH) CATAGORY WEATHERING DEPTH TERMITE DECAY TEMPS EAST MARION; NEW YORK °b Number-- 75 umber r , 45 MODERATE TO SLIGHT T AS PER NFIP RETAIN STORM WATER RUNOFF, 05— 015 s �� N 120 MPH B SEVERE 36° HEAVY MODERATE 11 DEG. F. PURSUANT TO SECTION dl Sheet Number A - 1 T' OF THE TOWN CODE. s -`-A 2 001 PAGE - 4112/05 1239 66 AM 37'-6" tT-0" 31. Use only galvanised nails and fasteners for all roofing and flashing, applications., 3' 6' 2'-6"5'-0"2 6 3-6, 5' I1" 5'-4' 5' 4" 5'-4" 3-7" 2'-6" 5-0" 5-10" 3'-8' 32. New Aluminum seamless leaders and gutters at all roof slopes: Provide splash blocks at the termination of all leaders. 33. All soffits are to be continuously vented vinyl bead board. WINDOWS i DOORS P405 34. N.Y. STATE CODE R310 - EGRESS Contractor to verify all windows commencement of work. All windows are to meet New York OVE AR41 sixes before c or ' O TEMP WOOD STEPS TO GRADE State Fire regulations for egress. Contact architect is improper W/ RAILINGS TOC DE windows are specified. All windows, unless otherwise noted, are to be Andersen High. Performance. 2nd Floor bedroom windows must have at least (1) 3046 egress window per room. 35. All glazing in exterior glass not more than 18" above fiaisheIS my J � - floor to be tempered. Any window within 60" horizontally of the bottom W� of a stair or within 60" of pool walking surface must be tempered. If;< o® °' 36. All skylites (if any) are to be made by Andersen and are to be LL n'-D" . 10" DIAM COLUMNS made of glass. Provide double framing on all four sides of 9kylite. P 0P50 5 P505 P505 37. All interior doors are to be 6 panel Masonite colonist style. 0 E AR51 OVE AR5i OVE AR51 OVER AR51 (Consult and confirm with owner) All doors shall be pre machined. _ - _ - _ - _ _ - Prov a owance fo ll door knobs andde 11 for install. (3) 13/4' 11 7/8" UPSET LAM �^ - - - - - - - - - - - - - - - _ B - (3) 2 X 12" HDR (3) 2" X 12" HDR (3) X 12" HDR (3) 2" X 12" HDR (3) 2" X 10;' BEAM (3) 2" X,10;; BEAM (3) 2' X 10" B M DAYWALL INSTALLATION d 5-6 5-6 -6 :I 38. All drywall installation to comply with Chapter 47 of U.H.C. a. Provide 1/211 .on all walls and ceilings throughout. b. All gyp. bd. to be screwed to the. wall. studs. No nailing ! c. Water resistant 5/8" gypsum bd. shall be used at kitchen sink w o area, and all bathrooms new and remodeled. q s d. Green board in all shower and tub areas. O U ¢ nn ROOM,1 m iO 39. Gypsum wall board shall be Georgia Pacific or approved equal. All -� (O I1� //�'� T �(�-)`�IVI TREX COVERED PORCH c2 walls and ceilings shall he taped and speckled, ready for painting. OAK FLOOR 2" X 10" NAILER BOLTED W/ 1/2" BOLTS S AGGERED ELECTRICAL / PLUMBING / HVAC ® 16" OC 40. All electrical work shall be underwriter's approved and comply with all state and local codes. 41. Install HARD WIRE smoke detectors in any new locations as per New :N o �, York State Building Codes, Section R317 36-6" DOWN 6" STEP P 5055 P 5055 --- �, FWIH 3180 HPLR OVER AR51 - VER AR51 M 42. All plumbing to comply with state and local codes. Contractor shall obtain all permits necessary for the installation of the work. v' 2h (3) 9 1/2" LVL HORS (3) 9 2" LVL HER _ Q`Ld 43 . All new hot water lines are to be insulated. SUPERIOf ZERO CLEARANCE \ ---FIREGLA S MODEL g GRD 6E 00 GAS FIREPLACE / 3 �Qb77i �, 44. Heating and cooling designs must meet comply with A.S.H.R.A.E. ,� \ �� 20" HEARTH ^iii o _ standards. Lay out pipes to fall within walls or ceiling cavities and O \r. i7 v,w not to require furring other than as shown on the drawings. POST FOR BEAM FROM ABOVE 6" X 6" POST " "' ao o ^� 77 DINETTE 4$. Soil waste and vent piping shall be supported near or at each hub . � ,h at intervals not to exceed 5 feet. 3' 8" (2)1 3/4_x 11715_w_BEAM UPSIE o e 46 . Contractor to verify all work with mechanical and electrical ® contractors to coordinate with owner the location of sleeves, i in s, I _ Dow T cE AR 8 cn >> ,� ,;, ducts, 'conduit and electrical outlets. P p 9 �a z-D" ATH ' S.-6. POWDER RM t2)R7JD'NLTPSET 3 7' 5' 3' 8" 3' LIN OF BALCONY ABOVE �✓ m '-"a z-a^ ® METALS r-o' z-e1 3 47, All structural steel shall be A-36 and conform to all standards of OAK RATING A. I.S.C. manual latest edition. All steel to be shop coated. S LIBRARY u, �— ;III z 1 X31/2" LALLY COLUMN / 5" X 5" WELDED TOP PL TE 4$. Anchor bolts to be 1/2" diameter x 18" long. Install bolts 1 '-O" + OAK FLOOR N i11 TA 4 ;� _--_ _ _ _ _ _ _ _ __ _ _ __ =i- EACH SIDE OF STEEL BEM from each corner and 4 '-0" on center maximum, w/ 3" x 3" square TWO STORY FOYER \III W 12 X 36 STEEL BE M PAC TTER HEADER z washers. Minimum 2 bolts per wall. OAK FLOOR = 11, 3' PA TRY `+,, o STAIRS. 49. As per Section 314.2, maximum riser height is 8 1/4" and min. -,WIf 80 SERIES FLOOR JOISTS 0 II 71r DEPTH � 'X 48'ISLAND tread depth is 901with a maximum variation of 3/8° between greatest " m L 11 i ® 16' OC 6-0 BESHOWN 6-0 _ 9 - and smallest tread and riser heights. �� 4'-0" 0 1 V ® 4 MISC. ff li-7" '' 1,'-4' 8'-T' 2 010 -D" $0. All mierolams and wood I beams are made by Georgia Pacific. 1 o Installations of beams must meet all criteria and manufacturers i o o vF=R01O KITCHEN recommendations. All microlams are to be 2.OE G-P Lem LVL. POWERBEAMS 1 coo .Pi o BY ANTHONY. a O I ie Ieg � •. .• J. I z._3.. -1 "^''. 6' �' 3" ® o 51. Any microlam header deeper than 11 7/8" should have a 5 1/2^ 1 bearing depth on each end. Load should be blocked continuously to ' ^ (3) " X10° foundation. Furr walls if nec"y. At cellar conditions, lally columns 2 -0, should have 1/2" x 6" x 6,, steel plates welded on top receive wider III(3)13/4-x 117/8-LVL HER o 3 2' x 8" HD 13 2" X HER _ _ _ _ _ _ _ _ _ (_3) " X 1 " HDRI spread loads from above. DOWN 6" TO STOOP,,c _ 17 4"x11 71ROPPED LVL RM-- - 2652 3 52 2657- 1 052 A2 °' A2 52 . These plans meet the New York State Building Code 8310.1.1, 1.2, 1 II _ - o_ _ _ _ _ _ �� 11 _I, 2652 3052 2652 1.3, REGARDING EGRESS " '-0' W-0" _ DHT2610 DHT3010 DHT2610 53. Fire stop walls and floor construction in accordance with New York 10" DIA ETER COLUMN N State Building code section 8602.8 W/ 12" FYPON CAP TAIL AND ARCH P OVIDE OVERFLOW DRAIN AND SHOWER PAN L + RIP WASHING MACHINE 2 PC BRICK STOOP � C R TILE FLOOR A 6 / V NT DRYER TO EXTERIOR IN 3ULATE ALL WALLS COMMON TO GARAGE W/ R19 6'-2" 1 6'-2' 1 2'-10" 8'-7" 2'-0" 2'-0" 2'-10" 4' Y' 54=6" NEW FRET FLOOR PLNE� A'-7 2,016 s4 ft 1/4" = 1'-0" 2 10'-0" CEILING HEIGHT * SET TOP OF FIRST FLOOR WINDOWS AT 8'-0" HIGH UNLESS OTHERWISE NOTED + ALL DOORS ARE 8'-0" HIGH DOORS * ALL WINDOWS LESS THAN 18" ABOVE FINISHED FLOOR MUST BE TEMPERED + ALL WINDOWS WITH PANES OF GLASS MORE THAN 9 SO FT MUST BE TEMPERED BRIAN A. RAPP, R .A. ARCHITECT P.C . Architect's^Seal Revisions 4 Non Place 631 544-6340 G tCc 1) ,4r Kings Pork,New York 11754 FAX 631 544-6358 °i DateOri hall Com IetecC �WOr NEW HOME FOR JOHN HURTADO e r ° x U m APRIL 5, 2005 1690 THE STRAND 1� � Job Number EAST MARION, NEW YORK T1 05— 015 vz.f Sheet Number A - 2 A-3-001 PAGE 1 -4112105 12 46,64 AM (3) 13/4" x 11 7/8" Microlam w/(2) 1/4" x 11" Steel Flitch Plates 4" 2'_O" 54'-6' 37'-6' T 0" 01 Q O J 3-6" 5'-0' 1 3-6" T 11" 8' 8" 51-4' S-7" 2'-6" 5'-2" 5-7" 3'-9" �\ OVER R4 Q Q 0 BATHRG M �° j v(3) 2" x 10" HDR o� �s CER TILE F OORING — � � AF� 9'-0" CEL NG HEIGHT 3/4" dmmeter thru bolls with washers f �� •' @1 2'-0" OC - sta ered to and bottom (:. ® Each end) SECTION ELEVATION 99 LINE Of OVERHANG FLITCH PLATE DETAIL x 2" X8" ROOF FTERS 1 X CEILING JET9RAS - a 5'-6" 5'-6" �' � ;_ P_450 P550 P_550_ NTS `H OVE AR41 q OVER R51 OVER R51 715" HIGH RAILING TOC DE =1 - = = - - - -_ _ (3) 1 3/4" X 11 7/8" UPSET LVL BEAM (3) 2" X 1 HD (3) 9 1/2" LVL HDR (3) 9 1 2" LVL FOR 1 o b, DD BEDROOM M2 + OAK FLOORING �, 1 1 na m 'm + 9'-0" CEILING HEIGL T MASTER BEDROi M C� UPPER rREx DECK + OAK FLOOR + CATHEDRAL CEILING - 3 16" 8.. 4" 1 e - I 1 20 DOWN 6" STEP_ _ _P 505 _ _ _ _ _P_50_5 I( S O' 80 OVER R51 OVER A 51 1 L SUP RIOR ERO CLEARANCE FIREGLASS bna N ' OR MOD L G D 6500 GAS FIREPLACE 20" HEARTH j l_6 i-6" LAUNDRY RM gu�pp�� < OEiECioP" r CER TILE FLOOR i . VENT DRYER TO EXTERIOR 2" X 10" RIDGE1 q. �• 3:y�. `., -� * SHOWER PAN ZYR50VERFLOW TO CODE - - - - - - - - - -, - - - - - j RIDGE ABOVE 16'-8" i BEDROOM ' 4 4 2 UPPER HALLWAY OAK FLOOR I � o WN6R TIB I . CATHEDRAL CEILING + OAK FLOORING 1 0 C 2,- . CLOSET �� n ' 9'-0" CEILING HEIGHT 1 ` aa m� C " 6. _ oo n LNE OFF BALCONY ABOVE 6' 6" `� 4' 7° I - , I TWO STORY FOYER i d x OPEN TO BELOW CV[' '�rov RID ABOVE BEARNG WALLmi 1 42-SHo — I 0 m I III Iii N 6'-4'RAi 1 4-0" 1 I6" / 7' `' 6 12' 4' 4 \ tY o I B DROOM 3 8' 2" \ 1 Y AK FLOORIN i + T-D" CEILING HEIGHT (3) " X 8" OAK SHELF (3) 2" X 8" (3) 2" X 8" 1 I I ' 1 _ _ 2842 - 2 3052- (3) 2" X 12" 305 3052 - - - - - - - l -O" SET 7'-0" 2652 --15 f _2fi52 _ _ w _ MASTER BATHROOM SET @ 7'-0" + CER, TILE FLOOR I 2 / I 6•_31y. 5,-h, 1 +1 6'_g• 6'_6• 2-6" 6•_7• 8"_0' 3._8. g•_2• 4._2.. I 13'-4" 12-1' 54'-6" + SECOND FLOOR PLAN +\— 1,743 sq. 't 1/4" = 1'-0" * 9'-0" CEILING HEIGHT * SET TOP OF ALL SECOND FLOOR WINDOWS AT 8'-0" ELEV. HEIGHT EXCEPT AS NOTED * ALL DOORS ARE 8'-0" HIGH DOORS BRIAN A. RAPP, R.A. ARCHITECT P.C. Architect's YSeal Revisions 4 Nan Place 631 '544-6340 +�"l'1w4rD 1n c"! Kings Park, New York '11754 FAX ( 631 544-635b ";� NEW HOME FOR JOHN HURTADO Date OrignaoyCompleted APRIL 5, 2005 444 " 9 1 690 THE STRAND + m EAST MARION, NEW YORK ob 05— 015 Sheet Number A - 3 '-'-A-4-001 PAGE 4112106 12 45"17 AM 30 ARCHITECTURAL ASPHALT SHINGLE ROOF RIDGE VENT BY GAF OR TAMKO OR APPROVED EQUAL SNOW AND ICE SHIELD FOR ANY ROOF UNDER A 3.12 PITCH ROOF TO ROOF FLASHING ROOF TO WALL FLASHING - - - - - - - - - - - RIDGE VENT NOTE: VENT ALL CONCEALED RAFTER SPACE OVL 1824 ABOVE INSULATION TO THE EXTERIOR AS PER NEW YORK STATE CODE m ALL RAILINGS AND HANDRAILS,BOTH INTERIOR AND EXTERIOR MUST BE ABLE TO WITHSTAND A LATERAL IMPACT AT THE TOP EQUIVALENT TO A MINIMUM LINEAR LOAD OF 50 POUNDS PER FOOT. OVL 1824 I - - - - - - - - - - - ® _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ T/PLATE / 2ND FLOOR ELEV. 20'-0" - - B/�SOLE,/ SND FLOOR ELEV. 19-0 CONT VENTED VINYL SOFFITS ® ® ® © ® ® ® ® o CEDAR PERFECTION SHAKES c+ i 0 o n 11- _B OL / zNC FLOOR B(SOLE / 2ND FLODR o E�LtLP iiTT-6' - - - EI-EV 11-0' - - - - - - - - - - - - - - - - - - a - - - - - - - - - - - - - - - - - - T/PLATF 6JST FLOOR T/PLATE / IST FLOOR ELLEV 10- ELEV. 10'-0" ILII 11I ® ® ® --FIXED SET TOP OF WINDOWS AT 7'-3.. ® � o — b _ RETAINING WALLS BY OTHERS ED PROVIDE 36" RAILING /_---RETAINING WALLS BY OTHERS ` PROVIDE 36" RAILING B/SOLE / 1ST FLOOR B/SOLE /iST FLOOR ELEV D-D' _ E.EV"0-0 -- OOO12" DIAM.COLUMN ® . MASONRY AND CONCRETE STOOP - - - - - - - - - - - - - - - - - - - - - - -1 _ O F® F=_� O❑` ©� ® F , STEP FOOTING LO PER NEC'Y m B" PC FOUNDATION WALL �-"-- 25 DEC MAX SLOPE ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ❑� � �� � � �� F r - Permit Number \/ r ` \I STEP FOOTING AS PER NEC'Y r , FRONT E L E V T O V 25 DEG. MAX SLOPE RESCheck Compliance Certificate Checked Hy/Date 1/4" = 1'-0" New York State Energy Conservation Construction Code " REScheckSoftwere Versmn 3.6 Release 1 SET TOP OF ALL WINDOWS ON FIRST FLOOR @ 8'-0" AFF Data slenanatC:Trogram FilestChecklRESchecktTho Smnd.mk UNLESS OTHERWISE NOTED SET TOP OF ALL WINDOWS ON SECOND FLOOR @ 8'-0" A.F.F. PROJECT TITLE: New Home For: UNLESS OTHERWISE NOTED — WHICH INCLUDES FRONT WINDOWS (DOUBLE HUNGS) COUNTY;Suffolk STATE:New York HDD:5750 CONSTRUCTION TYPE: Detached I or 2 Family " HEATING TYPE:Non-Electric r WINDOW/WALL RATIO:0.11 DATE:04M 1105 DATE OF PLANS:April 11,2005 PROJECT DESCRIPTION: John Hurtado 690 The Strand East Marion, New York DESIGNER/CONTRACTOR: r Brian A.Rapp 4 Nan Place Kings Park,New York 11754 COMPLIANCE:Passes Maximum UA-616 - - YoW Home UA-465 24.5%Better Than Code(UA) Gross Glazing Area or Cavity Cott. or Door Palimctet 1L-Value R. U.Vactnr STA Coiling I:Flat Ceiling or Scissor Truss -1015 30.0 0.0 71 Well l: Wood Frame, 16"ox, 3572 19.0 0L0 � 197', Window I:Vinyl Frame:Double Pane 378 0.310 117 Door I;Solid 78 0310 24 Floor 1:All-Wood Imu l/fruss:Over Unconditioned Space 2015 30:0 0.0 66 COMPLIANCE STATEMENT` The proposed building represented in this document is congiatenl with The building Pima.speelficetmm.and other calculations submitted with this permit application, The proposed systemshave been designed 10 meet the New York Smte Energy Conaervanon Construction Code r,quirmamis, When a Registered Design Pratte 9ona1 Ira$stumped and signq this page,they non attesting that to the best of his/her latowledge:belief,and BRIAN A. RAPP , R .A. ARCHITECT P.C. Architect'sSeol Revisions 4 Non Ploce ( 631 ) 544-6340 9 %L? Kin s Park,New York 11754 FAX ( 631 ) 544-6352 /I NEW HOME FOR JOHN HURTADO APRIL Dine orohs, 2005 Completed 1690 THE STRAND Number 2 O\\ EAST MARION, NEW YORK 05 015 V Sheet Number E A — 4 *- '-A-5-001 PAGE 1 -4!1 2106 1244 32 AM RIDGE VENT Q NEW ROOF i0 WALL FLASHING 3 3 12 12 NEW ROOF TO ROOF FLASHING � -----J3 12 12 � 12 1P ,2101/2 30 ARCHITECTURAL ASPHALT SHINGLE ROOF, 12 \\ 9D /%' \\\ BY GAF i TAMKO OR APPROVED EQUAL 3 `� 12 \� 72 \ \ 9 101/2 SNOW AND ICF SHIELD FOR ANY ROOF UNDER A 3.12 PITCH \ \ \ 210 112 TV �10 7/2 T OND FL R �� �� /� \\` \\, T/PLATE 2ND,FLOOR ELL 20-0 - - - - - - - - - - - - - - T/PLATE DORMER / ELEV. 19'-0" 12/ CEDAR PERFECTION SHAKES 101/2 D36HIGHLI o, i � CEDAR PERFECTION SHAKES B OLS -,$ECON FLOOR B SOLS -,$ECOND FLOOR E�E 11-D E�EV. 11-0 _ / 8/SOLE - SEC,ONQ FLOOR - - - - - - - - - - - - - - - - - - - ELEV. 11-0 0 0 - - - - - - - - - - - - - - - - - - 0 _ _ _ _ _ _ _ _ _ -- - _ _ _ _ _ _ _ .i T/ LATE ELEV. 11 '-0'- - - T (PLAT - - - - - ELEV 10�0" 10" DIAM OLUMN T/PLATE ELEV. 10 0" 12" DAM COLUMN / / o `o o i RAILING FOR RETAINING WALL ' DESIGNED BY OTHERS B �OLOEIST FLO ILL ' GRADEIL GRADE L _ _ — _ I L _ _ _ _ I L _ _ _ _ I L_ _ _ - - NEW 12" X 12" PC PIER I I L _ _ _ _ _ L - _ _ - - L - - - - _ I L - - - - - I I I I I � _ _ _ _ _ � � _ _ _ i W/ 24" X 24" X 12" P.C.FOOTING NEW 8" PC FOUNDATION WALL NEW ET' PC, FOUNDATION WALL 8" PC FOUNDATION WALL W/ 8" X 16" PC.FOOTING W/ 8" X 16" P.C.FOOTING 1 I W/ 8" X 16" FOOTING I I I 1 I I I I I I I I 8" PC.FOUNDATION WAFT W/ 8" X 16" FOOTING I I I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - ALL RAILINGS AND HANDRAILS,BOTH INTERIOR AND EXTERIOR r - - r - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MUST BE ABLE TO WITHSTAND A LATERAL IMPACT AT THE TOP - - - - - - EQUIVALENT TO A MINIMUM LINEAR LOAD OF 50 POUNDS PER FOC'iT, STEP FOOTING NECY STEP FOOTING NEC'YLEFT \ DE EEEVATO 25 DEC MAX SLOPE 25 DEG MAX. SLOPE RICHT nHT J E E LE HM N 1/4" = 1'-0" 1/4' = 1'-0" _ CONSTRUCTION NOTES NOTE: VENT ALL CONCEALED RAFTER SPACE *�30 YEAR ^ja;tjITECTURAL SHIR6LES BY TAMR() OR APPROVED EQUAL' ABOVE INSULATION TO THE EXTERIOR * #1e ROOFERS FELT AS PER NEW YORK STATE CODE 800.4 * s/8" MTN COX PLYWOOD SHEATHING (MEET LOCAL CODES) * ROOF TRUSSES BY OTHERS (see plans) r _ * 2" X 12" RIDGE RAFTERS (SIDE ROOF,) (see plans) 12 * 10" BATT INSULATION (R = 30) * 2" x 10" CEILING JOISTS @ 16" O.C. (See plans) 9 * 1/2" GYPSUM BOARD - STAGGERED AND SCREWED NMUO NS N * NEW CEDAR RFECTION SHARES THROUGHOUT OF 3'15. BUILDING FELT OR TYVEE BUILDING WRAP * 1/2" EXTERIOR PLYWOOD SHEATHINI) TO TOP OF PLATE• g _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ SHOE E O ✓02ND FLOOR - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ * 2^ x 6" DOUBLE TOP PLATE AND.RIWWITH SH „ 1 E� �_ T/PLATE / 2ND FLOOR * 6.. BATT 'INSULATION (R=19) 1 1 - ELEV 20'-0' * 1/2" GYPSUM BOARD - STAGGERED F SCREWED INTERIOR WATT' C9STVIION CONT VENTED VINYL SOFFITS * 1/2" GYPSUM BOARD (BOTH SIDES) STAGGERED i SCREWED o II II o * ' 2" x 6" WALL STUDS @ 16" O.C. WITH CEDAR PERFECTION SHAKES DOUBLE TOP PLATE AND SINGLE SHOE b, FK_CONSTRU ,j� II II + CTFIRISH FLOORS AS PER PLAN 3/4" T S G PLYWOOD SUSPICION II II BQ SERIES FLOOR JOISTS @ 11 7/8" DEPTH @ 16" Q.C. * BRIDGING AT MIDSPAN @(�VQL6 / ,zND FLOOR * 10" BATT INSULATION (R=30) ttL V11-0 * CONT. VENTED VINYL SOFFIT UNDER OVERBANGS _o _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FLOOR_ _ FOUNDATION CONSTRUCTION _ _ _ _ _ _ _ _ _ _ _ _ _ * 1/2 22x18 STEELEANCHOR BOLTSAT CORNERS AANDPER4WALL.O-C. T/PLATE / 1ST FLOOR T PLATF /,1ST FLOOR * ALUMINUM TERMITE SHIELD S. ELEV 10'-D" - E�EV 10-0' * " " ._ n W/ 3" X 3' SQUARE « 8^ P.C. FOUNDATION WALLS (see plans) with INTERIOR , * B" x 16" SW / All rTKEY,, 4KEBABS AND ( OF WALL P.C. FOOING 2)05 NI HAUS ' min 3'-0" below gnade) (aae plana) ' 0 0 * 41 P.C. SLAB, W/ 6" X 6" X 10 GA WNM 0 0 * 4 Mil POLY VAPOR BARRIER L * 6" COMPACTED GRAVEL BASE * DAMP PROOF FOUNDATION BELOW GRADE DOWN TO FOOTINGS ONfiOFFIT CSTRUCTION Pp6" RAKE BOARD B/SOLA /,1ST FLOOR B/SOL 1ST FLOOR * 2�L x, 6" FASCIA BOARD ' ELEV 0-0 ELEV 0�-0" + SEAMLESS LE VERSED° SOFFITS (band board) - - - - - - - - - - - - - - - - - - - - - - - - + SEAMLESS LEADERS BED GUTTERS AT ALL h - ROOF SLOPES w/ FIBERGLASS SPLASH BLOCKS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ STEP FOOTING AS PER NEC'Y tx -1 B' P.0 FOUNDATION WALL MASONRY AND CONCRETE SITOOP BRIAN A . R A P P, R.A. ARCHITECT P.C. " `� ' " _ F -1 1 RAILLN53 TO CODE AS NEC'Y Ar IGSy �a Revisions 25 DEG.MAX.SLOPE r -I I 1 4 Nan Place ( 631 � 544-63 '�0 �- REAR � � � ` / /� -1' O n � I _ I I I I � Kings Park, New York 11754 FAX ( 631 544-63.18 y `/�\ I I �l �� NEW HOME FOR JOHN HURTADO ADate PRIL Originally 005 elect m I- I _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ / - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ - _ - - _ _ - _ - - - - _ _ _ _ _ _ _ _ _ - - - _ _ _ _ _ _ -,I_ _ _ - _ _ _ _ r _ _ - _ T _ _ — — — — — _ _ f690THE STRAND 01 0mb Job Number \ EAST MARION, NEW YORK 14 1 — I —I — - - � -1 — — - - \� �l Sheet Number oil A — � "-A_6_001 PAGE I 4112105 12 40, 45 AM ROOF TRUSSES BY OTHERS ROOF TRUSSES BY OTHERS MID POINT ROOF I? ELEV. 24-5'5" 8 'I d TR JSS DESIGNED BY OTHERS W/ R30 BATT INSULATION SIMPSON HURRICANE CLIPS ` T IPLAT�/ ND FLOOR ECLEV 20-0' (2) 2" X 6" PLATE c� R19XBAT'T INSULATION MASTER BATHROOM m 3 BEDR00 3 BATH (2) 2" X 6" PLATE 36' HIGH RAILING z a s o w o i m -- W7.80 SERIES FLOOR JOISTS ® 11 7/8" DEPTH ® 12" OC W1 80 ERIES LOOR JOISTS ® 11 7/8" DEPTH R30 BATT INSULATION o u i T/PLATE TRIPLE FLOOR JOISTS ELEV. 10'-0" 5/8" Mae x gyp bd, on walls and ceings common to residence 'living space q LIBRARY FOYER LAUNDRY KITCHEN 0 �31 SERIES FLOOR GISTS @ 11 7/8" E W1 80 SERIES FLOOR JOISTS ® 117/8" DEPTH A_�l'\ R30 BATT INSUL TION ® 12" OC. GRADEf � (3) 7 3/4" X 11 7 8" LVL BEAM V " X 6" SILL PLATE /) 2SILL SEALER AND TRIPLE FLOOR JOISTS ALUM, TERMITE SHIELD I i/4" X 11 /8" LVL BEAM 3 1/2"„STEEIL LALhY COL 3 1 2” STEEL,LALLY CO MN ON 24 X 24 X 12 P.C.FOOTING W/24" X 24 X 12 PC. OTING NEW �" PC FOUNDATION WALL CEL R TWO GA GARAGE W 8 X 16 PC FOOTING 4� and cellh esxcompmon 1 wells 9 8" P.C.FOUNDATION WALL �\ - living spoce W/ 8" X 16" FOOTING o - 4" PC SLAB W/ 6" X 6" X 10 GA WWM 1 SCT OI V 4 PC SLAB W/ 6" X 6" X 10 GA WWM (A W/ R30 BATT INSULATION ROOF TRUSSES BY OTHERS 12 12 3 / MID POINT OF ROOF �\ 12 ELEV 24'-5" SIMPSON HURRICANE CLIPS 101/2/ �I���p jjj''' � 101/2 51MPSON HURRICANE CLIPS w Q T/PLAT�/ 4, 11D FLOOR ECLEV 20-0 w0• �-(2) 2" X6" PLATE x CONT VENTED CEDAR SOFFITS 2" X 6" WALL STUDS W/ MASTER BATHROOM W I CLOSET BATHROOM R19 BATT INSULATION O - � m 3 0 0 2 w W1 80 SERIES FLOOR JOISTS ® 11 7/8" DEPTH Do o — WE 80 SERIES FLOOR JOISTS @ 11 7/8" DEPTH 0 1 E T/PLATE x ELEV 10'-0" a --2" X 6" STUD WALLS ® 16" OC W/ R19 BATT INSULATION 0 GREAT ROOM LIBRARY 0 W180 SERIES FLOOR JOISTS 0 117/8" DEPTH Wi 80 SERIES FLOOR JOISTS 11 7/8" DEPTH R30 BATT INSULATION 42f E111S1f 2ftARSiSIfUISbUl(if2SlSlSUU1RfUlSllUt GRADE (2) 2' X 6" SILL PLATE - W/ SILL SEALER AND (3) 13/4" X 117/8" LVL BEAM ALUM, TERMITE SHIELD NEW 8" PG FOUNDATION WALL CELLAR BRIAN A. RAPP R .A. ARCHITECT P.C. Architect's^Seal Revisions W/ 8" X 16" PC FOOTING4 Nan Place ( 631 ) 544-6340 3 1 2" STEEL,LALLY COLUMN ( ) rIJ 9F, ti W/24" X 24 X 12 P.0 FOOTING Kings Park, New York 11754 FAX 631 544-6358 10" 4 N S E C T 0 I� 8" PC FOUNDATION WALL ( Dote Orgnally Completed Gy`PPp ANggAl�O 2 W/ 8" x 16" FOOTING 1690 T EMSTRANDOHN HUR fADO APRIJob L Number, 2005 * m T l EAST MARION, NEW YORK 05- 015 4" P.C. SLAB W/ 6" X 6" X 10 GA WWM \� Sheet Number s - A - 6 r *-'-A-7-001 PAGE -4112105124250AM F FRAME WALL UP TO ROOF RAFTERS NEW 2" X 10" RIDGE ' 2' X 8" ROD` RAFTERS ® 16" O.0 2" X 8" CEILING JOISTS ® 16" O.C. 2' X 8" ROOF RAFTERS ® 16" O.0 3 1212 1 „01/2 v SIMPSON HURRICANE CLIPS T/PLATE/ 2ND FLOOR ELEV 19-0 T/PLATE 2ND FLOOR 0 (2) 2" X fi' PLATE W/ R30 BATT INSULATION ELEV 20'-0" CONT. VENTED VINYL SOFFITS BEDROOM-L4 2" X 6" STUD BEARING WALL 2" X 10" LAG BOLTED NAILER aW/ R19 BATT INSULATION m W1 80 SERIES FLOOR JOISTS Q 11 7/8" DEPTH 12 6/SOLE 101/2 �/ LJ 75T FLOOR ELEV. 11'-0" / B/SOLE 2ND FLOORELEV 11'-0" � o TPLAT` E�IEV, 1D-0" II (3) 13/4" X 11 7/8" LVL BEAM �- W12 X 36 STEEL BEA �i--� T/PLATE 1ST FLOOR PACKED BY BETTER H ADER 2 ELEV 10'-0" (31 2" X 6" UPPER PLATE S A-8 W/ SIMPSON HURRICANE CLIPS 2" X 6" STUD BEARING WALL KITCHEN _ DINE TE w/ R19 earl INSULATION 2" X 6" WALL STUDS W/ R19 BATT INSULATION o Wl 80 SERIES FL OR J I S 11 /8" DEPTH B/SOLE R30 BATT INSULA 10 IST FLOOR ELEV 0'-0" 6/SOLE 1 FV " FLOOR - .RS2RRIUtRJl�2flfifUiSIRfUUlRf2RAS1f2AnRfUi�RfD1f2I2Rnf2Sl fIRA (WSILL SEAILER ANDLL / GRADE ALUM TERMITE SHIELD (3) 1 3/4" X 117/8" LVL BEAM — NEW 8" P.C, FOUNDATION WALL TWO CAR GARAGE '< W/ 8" X 16" P.C.FOOTING NEW 3 1,(2" LALLY COLUMN ON 24 X 24 X 12 P.C.FOOTING 8" PC.FOUNDATION WALL GRADE W/ 8" X 16" FOOTING 2" X 8" CEILING JOISTS ® 16" OC. Tn W/ R30 BATT INSULATION 2" X 10" RIDGE 4" PC SLAB W/ 6" X 6" x 10 GA WWM 2" X 8" ROOF RAFTERS @ 16' OC T X B" ROOF RAFTERS ® 16" OL. 12 2SECTIOf� FRAME UP TO ROOF RAFTERS 3 E---- Q 3 2 _ SOP QFLOTyEBfiO4F- - - - - - - - - - - - - - - - - �- - - - - - - - - - - � �A-7 1/4" _ 1' p" \ 2 W/ R30 BATT INSULATION ' �� 3 E-� ` 112 12 1� 01/2 01/2 SIMPSON HURRICANE CLIPS G� T/PLATE 20D FLOOR ' w (2) 2" X 6" PLATE ELEV 20-0 2" X 8" ROD` RAFTERS 0 16" OC —CONT. VENTED CEDAR SOFFIT © � BEDROOM #4 12 2" X s" WALL STUDS W I I/2 / '/ < o R19 BATT INSULATION / // m W1.80 SERIES BOOR JOISTS ® 11 7/8" DEPTH 36" HIGH CEDAR RAILING 0 TREX DECKING ' (Y1 2" x UPPER PLATE a / SIMPSON 6"' HURRICANE CLIPS 2" X 10" DECK JOISTS B/SOLE 2ND FLOORV. 11'-0' ELE � o �' fUtRRf2flfUUUlSUU2AS�lf2fiRf T/PLATE 2" X 12" TRIM BOARD a ELEV 10'-0" 1-6. PACKED BYTBETTER HEADER W1.8Q SERIES FLOOR JOISTS @ II 7/8" DEPTH 2" X 10" NAILER LAG BOLTED (3) 2" X 10" BEAM ® 16' OC. o KITCHEN DINE TE 10" DIAM. COLUMN i b W1. 80 SERIES FLOOR JOISTS ® 11 7/8" DEPTH ® 12' OC / R30 BATT INSULATION TREX DECKING 2" X 10" DECK JOISTSF (3) 2"' X FLUSH BEAM tECO DECK K JOISTS 4" X 4" PT POST WITH GALV. (2) 2" X 6" SILL PLATE POST ANCHOR ALUM. TERMITE L SEALER AND MTERM TE SHIELD (3) 1 3/4" X 11 7/8" LVL BEAM 2" X ip' NAILER LAG BOLTED o ' i M NEW B" PC FOUNDATION WALL TWO GAR GARAGE W/ 8" X 16" PC FOOTING m NEW 3 1/2" LALLY COLUMN 12" X 12" PC PER ON ON 24" X 24" X 12" PC FOOTING 24" X 24" X 12" P.0 FOOTING 8" P.C.FOUNDATION WALL GRADE . . . W/ 8" X16" `OOTING BRIAN A . RAPP, R .A. ARCHITECT P.C. Architect's Seal Revisions 4 Nan Placa ( 631 ) 544-6340 %U A' Kings Pork, New York 11754 FAX ( 631 ) 544-6358 -w 4" PC SLAB W/ 6" X 6" X 10 GA WWM gate Origmolty Completed �G'� EVAN Hy ipF APRIL 5, 2005 1 SECT NEW HOME FOR JOHN HURTADO W 1690 THE STRAND � m w EAST MARION, NEW YORK 0506 015ef 4, J t b 0 � J Sheet Number fff _ A - 7fD Y i I '-A-8-001 PAGE 1 - 4112105 5 14 46 AM 30 YEAR ASPHALT SHINGLE TO MATCH ExISTIN ` WINDOW PROTECTION COVERING FOR WIND BORNE DEBRIS'I: 1 - HOUR BEARING WAIL AS PER ANSI/ UL RATINGS - DESIGN N0 . U337 W/ 5/8" COX PLYWOOD ROOF DECKING �, (IN PLACE OF HURRICANE GLASS) AS PER TABLE 310 81)COMMON ROOFING NAILS 0 6" OC ® PANEL EDGES - 16 QC. 16 O C AND " SO AT INTERMEDIATE SUPPORT PLYWOOD STRUCTURAL PANELS WITH A THICKNESS OF NO LESS THAN 1/2 INCH (i 4 ' W THEEPANEL FIELD '\ TRUSS DESIGNED BY OTHERAND A MAXIMUM SPAN OF 8 FEET, SHALL BE PERMITTED FOR WINDOW OPENING i s_ PROTECTION IN ONE AND TWO STORY BUILDINGS. PANELS SHALL BE slMPsoNl6cqucEHls PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE HURRICANE CLIPS I H00UU PROVIDED. ATTACHMENTS SHALL BE PROVIDED AND DESIGNED TO RESIST COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH THE PROVISIONS I I IN THE NEW YORK STATE BUILDING CODES. 30 BATT INSULATION \ 1/2" GYP BOARD SCREWED 12" MIN. 2) 2" X 6' PLATE WIND BORNE DEBRIS PROTECTION FASTENING SCHEDULE CONT.VENTED VINYL SOFFl FOR WOOD STRUCTURAL PANELS TO COVER WINDOWS 3 2 2' X 4" STUD WALL FIRESTOPPED RAGE SIDE 2" X 6' WOOD STUD WALLS WITH R19 BATT INSULATION TrvEKeulLolwcWRAP FASTENER SPACING 1. NA LHEADS--EXPOSED OR COVERED WITH JOINT COMPOUND. GA V2"GYP BOARD INTERIOR 2" EXTERIOR PLYWOOD SHEATHING TO TOP OF PLArE 4 FOOT 6 FOOT 2. JOINTS--EXPOSED OR COVERED WITH FIBER TAPE AND SECTION CEDAR PERFECTION SHAKES FASTENER PANEL SPAN PANEL SPAN PANEL SPAN JOINT COMPOUND, EXCEPT WHERE REQUIRED FOR. ROOF T WALL � '0 V V A L L S E CAR10 V TYPE < 4 FOOT < 6 FOOT < 8 FOOT 3. 5/8" TYPE X THICK WALLBOARD, 4'-0" WIDE, APPLIED VERTICALLY A - 8 V = 1'-0" 2 1/2" 616 ' 12 9" 4. 1/2" TYPE X THICK WALLBOARD, 4'-0" WIDE, APPLIED VERTICALLY WOOD SCREWS /2" X 6" WOOD STUD WALLS WITH RI9 BATT INSULATION 2 1/2" #8 . WOOD SCREWS 16" 16" 12" (2)) 16D COMMON NAILS PER STUD C 30 YEAR ARCHITECTURAL ASPHALT SHINGLE\ 40 PLATE CONNECTION - EXPOSURE 8 - TABLE 35B SELF SEALING W780 SERIES FLOOR JOISTS 9 11 7/5' DEPTH 0 16" 0 C LSTA 36 - 36" LONG 18 GA STRAPPP��� �' w wj3/a' PLYWOOD suBFLooR * FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL BoCOMMON NAILS - EACH SIDE� x10° RIDGE FL O TO FOILEDLOOR OR TI * * WHERE SCREWS ARE ATTACHED TO MASONRY, THEY SHALL BE ATTACHED w/ s/B•' cDX PLYWOOD Roov DECKWO, / 48" DO N -. UTILIZING VIBRATION—RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE CLEAR SPAN Plus 11 EACH END LENGTH WITHDRAWAL CAPACITY OF 490 POUNDS 2" x10 ROOF RAFTER \ 22 - 10-D TOTAL NAILS w - - - PLYWOOD SIZES wV 7 2042 4'-4 7/8" L X 2'-1 5/8"W / \ i 1/2" GYP BD 2052 5'-4 7/8" L X 2'-1 5/8"W 3052 5'-4 7/8" L X .3'-1 5/8"W AAS PER ND OM12" OCLROOAT ING NA IA TE 5 2" X fi" WOOD STUD WALLS WITH R79 BATT INSULATION 2652 S—4 7/8" L X 2'-7 5/8"W � BO COMMON ROOFING NAILS ® 6"0 C ® PANEL EDGES CW 25 5'-0" L X el -8 1/2"W IN THE PANEL FIELD SUPPORTS A2 FLOOR TO WALL SECTION C245 5'-47/8" LX7-95/8"W CW255 4'-87788E X3'-15/8"W 5 C A — 8 1° = 1'-0" CXW 145 5'-4 7/8" L X 3'3'-1 5/8"W A_8 " = 1'-0" CXW 16 6'-4 7/8" L X —1 5/8"W RIDE CONECTON IECTON R FWH 5080 8'-0" L X 4'-11 1/4" IN % fi" WOOD STUD WALLS WITH R19 BATT INSULATION AR 51 V-5" L X 4'- 11 7/B"W P5060 5'-11 7/81 X 4'-11 7/8"W 1F 80 SERIES FLOOR JOISTS P 4060 3'-4 13/16" L X 4'-11 7/8"W MIN OF 1 I/4" X 20 GA ASTM u 7/6" IN DEPTH ® 16" OC P 5055 4'-11 7/81 X 4'-11 7/8"4 META 30 BY SIMPSON j 30 BATT INSULATION FWH 31$0 8'-0" L X S-1" W A635 GRADE 33 STEEL STRAP,NAILED TO STUDS W/ / AFFW 605 5-9 1/2 ' L X 5-11 1/4" W (4)BD COMMON NAILS STEEL STRAP IS TO �—I BE LAPPED UNDER BOTTOM PLATE,WITH 3" 11 A 61 2'-0 1/9" L X 6'- 0" W SQUARE WASHERS ON THE ANCHOR BOLTS 4" VTR JL4" VTR n 2 COATS BITUMINOUS III VED FlNGTSA Alp" X 6" PT SILL W/ SILL SEALER A PRO —� N ALUM TERMITE SHIELD MASTER BATHROOM i' PRIVATE BATHROOM SEMI PRIVATE BATHROOM h/2' X 18" STEEL ANCHOR BOLTS AT CORNERS 2" - - - - 2 _ _ _ _ _ TABLE 33A _ _ - _ - _I _ _ _ - _ _ J _I I- _ _ _ _ _ _ _ _ _ _ _ _ _ _T 2,� GRADE r _ _ _ _ _ T _ _ _ _ _ , _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _I I I 1 2'' PE FOUNDATION WALL W/ 11/2" 11/2" 1 1 12' 11/2' (2)94 REBARS 0 TOP AND BOTTOM OF WALL 2'y LAV LAV 1 z" n/r 1 Va l i Vx I I I I I uv I I wnvxG wart+E 1� W C ' I -wc � I I NIP I I I I D- 8 WALL SECTION SHOWER U8 I- J seaw[n lL9 I /r` _ J14_ A 1„ = 1'-0" CO CD i l 2. 2.: CO I I 3.. n7r CO n/z- 1° ° .° ii/r 3' 2" 3 BATHROOM 3 — — _ _ _ _ _ _ Pow-ER Roots - - - - - - - - - - - - - - - - 1 I I Vx- 1 i 12.. I I 2" I 11/2"I I , 7/1 LAV 3" uvaxr stx W/C arcx[x vn I . SHOWER � row FLA CL row rwci 3 FAI 6" Min above Grade PC FOUNDATION WALL W/ (2)H4 REDAR r@ TOP - AND BOTTOM OF FOUNDATION WALL CO " PC,, SLAB W/ 6' % 6" % 10 GA WWM 3 House Trap 3 I co co I I co ' KARNAK DAMPROORNG BELOW GRADE . . _ 1 To SCWA approved septic system 2 COATS BITUMINOUS 4 DAMP-PROOFING CSA o- -6 . _ APPROVED ' :o - o :6. / 2' X4CFDOTWGw,(2),y4 eburs PL_ UMBINGI RISER DIAGRAM W/ 2° % 4" KEY NOT TO SCALE BRIAN A. RAPP, R .A. ARCHITECT P.C . ArGnite Revisions cS c 4 Nan Ploce 631 544-6340 FOOTING S E C TION Kings Park, New York 11754 FAX � 631 ; 544-6358 NDate OriginallyCompleterl NEW HOME FOR JOHN HURTADO a>Nar; �qo �n rt 'U 1690 THE STRAND APRIL 5, 2005 Jab Number EAST MARION, NEW YORK 05— 015 'x. Sheet Number A — 8 4.5 FLOOR DETAILS INSTALLATION DO'S ANO DON'TS , HOLE LOCATION FOR MULTIPLE SPAN JOISTS apWddBndculNwpm. HOLE LOCATION, SPAN JOISTS DO Na �.ew. DO laF1 ATTACNMWTMEM SEARING f2 6�mGP� IOfl 0111101 drill or wtltenWa A, ' OIa wwrlrrmrar Yarw i �a aYMa►Ma1L�a rmarrr •• paid error wrreuer emd I t � cert [/y/y/"�(/�'•/ryV�[�J����)(��///�7•�[+/���(�/ , M rw sadmj ��8.94, : ty_ w: urYrre--"- Ilaeerbe -,or - I , Chad Obel b MIWM minstance l°hataud Imine hone tends hes of wnitedte AM$l edge Ofbeb(240411118214r). Chad dlnewdw le atheneum dldenm In lest end tnehu hOm lana two dwpportto meed edge at hale l2-044NI6V-07• JOIN Joh CIwAwRde Ghnmbr Jan not ddeterNelelft .. OopM epei r r r r wlr 7' Al IW r iP ten' 11' tr '12W { Depth r �19rI i M1 '• q��,w.. _a. , YQw ` Bea' T+„` r ' aWJ P 1r toy/' X71' 1r 12W , if DO NOT 1r a6 14 Be 34 a�o ob 1-0 x-0 34i , DO VAN" 1zs Be e. , s1P 1e• 2-0 a0 40 5-0 66 .r _ _ 9W a T4 f - ,.W umwmwammerma la 16 1-0 2-0 19-0 40 50A + I �I I� rrmWmasw. .„ ..ter . ' .d4� " .fey 3-0 ,. �� . 2r 1-0 2-0 4-0 54 7.6 2P 6a 0e 1-0 2.0 Sa r , T.mrremenepamvmlmaW aammraraw mmauonww'u3.pruiCljrye 1r db 1-0 ib 2-0 34 44 54 0-0 - aa speYyaeaa 1! Be O4 t-0 1-0 1-5 2-0 Se 40 WO 1 MM JOIST SQUASH BLOCKS SINGLE RIM tl' ' 2-0 3-0 4-0 60 6-0 7-0 e-0 a-0 W:11 , ,4 to,. Or41 1.0_. 1-0 '7 w .},1, 47B fb4 " .}'h�+r,J 4.m rrmYY.mmwdwa amYmawamb O g OvwwWBLOCKS 00.a GL ��� • i1W 18 06 t-0 1-0 2-0 36 44 54 a-0_ 10 wnwr amaMora .ImyWMrrh...narw.e k - e-0 lr.' ), M r "�' ,i461.c.-b,s'?,Yi�lvw:i . am.amW 11W nl� .' - - 54 ,� - � 2r x-0 34 44 o-0 74 60 ea 104 21 G6 as x-0 s-0 H o-0 Ba 74 1 DO NOT DO w, •,. ; zdr 0$' q.P,_ 1fi4'` � la; , _wy'd'. Ik � :' T'gI �',', k " °d :iirY'rrr.wn ass)" 10Ytl 26' 1-0 30 49 eb 7-0 ell` }00 tt-0 26 0-0 06 1-0 t-0 2-0 4-0 89 7-0 r,T"' r dEb'.r fi ; Ok1 r,. 71 fel".�ir' tr.S.Lt..�h^ u 0m.pmm.e' w 44 1 -0 24 3-0 D-0 1-0 1-0 1-0 1•C 1-0 14 2-0 24 94 awn 12' tr .., aa 08 -'i-0 • 1-0 1•r 1-0 1-0 1-0 aYM t•'3"+•. 'A.. r' F err seater F 0.6 .. leledmer - 7 5-0 Ia 5-0 6-0 6-0 -0 3-0 44 t-0 1-0 a6 ' s-0 t-0 1-0 1-0 2 r I 1e' o-s 1-0 1s o-s 116, - 1 w"1 20' Pe 1-0 14 24 s-0 46 6-0 60 >, o-0 7-0, 64 wrraum variema �. arm` r� + it 14' 20Ge 06 1-0 1-0 Be 30 44 p6i-0�� 54 94 7-000 piYrarlW' 1 2Y fd� f'0 "' I ' &aa4a+�yA': } rMi Y)W" k 7v r� n..:..�r . . AMM aoruroa(red 24' 06 ib 2-0 49 54 66 , 7-4 So we 100 11-0 " '2{" 06 ,1-0 2-0 w 44 rs-0 64 7-0 7_6 aB a0 DO NOT ` DO Cr DO l lily II .• baW •^ yYaui'y 4 ave 26' 09 1-0 2-0 4-0 &0 7-0 a-0 FB 10-0 114 134 t 2e Da O4 1-0 i-0 1-0 14 2-0 eb 4-0 00 B-0 +Y a.r:wpruwnmr 3r 06 1-0 14 1-0 4-0 Be 7-0 a-0 all 114 i3-0 14 De O4 1-0 1-0 1-0 1d 14 T�li;b¢¢ �1-0ayy 2-0 2-0 2-0 9-0 4-0 I';• I } + aioaemwr e+smmrwrIsess, rr r ....�'2.l47e1r Red . .+ lmga _ emrarem,mpuarrwuiY.iuuruwYrrmmdlr '92nfirr . .. "0-0 i 04h 1,-0 u' :m,,, w ,.: mrrwmWeerutw.aweumwr orb i•••, :+` FIBEAST°CN6` I� au��.. �pgI� O DECK 16' 08 14 14 1-0 14 1-0 2-0 SO 30 M S-0 6-0 6-0' 7-0 1e' G4 Be 1-0 1-0 1-0 1-6 14 20 2-0 3-0 4-0 40 sb a0 �'. L ATACNMFM s y "I v Nc 'a i•e: 41, io�i "mac .deoNw ar.11er •a. r(Ir,{p": De `b$ 1-0' 1r 1�1;G�.4-1ii,t.1�M,S,j��'Ka�ai.�:tJr����w r ami a w :+ I� Py1 wasa�" atm.sowne �• '•' � mnmua 2r 0-0 1-0 1-0 1-0 1-0 24 3a 4-0 1-0 s-0 8-0 68 74 e8 1e• " !r 04 0-0 1-0 t-0 t-0 29 3-0 4-0 t-0 50 Be660 74 p � -r r Prmr.r I , 1r .r+�. �ls� , P:bu _;;_DIB _ 1-0 ,, 111, B,"..1..�;Y.w'k'-,4E'.R'Sle, �eal. _. w mW.mm 24• • o-0 1-0 1-0 1-0 3G sb s9 611 ai� 7-0 e-0 ao 111-0 nbO Or DO , 2s :' .�oa o-1 1-0 "x-0 Bes-0 4-0 w e-0 69 x-0 a-0 e-0 G-0 10-o DO NOT , va„ r ill I r+u�w+rs , f;e - 1�.�•A 2a"`:_', r '..0r0r I�.6 1•D 1'� y 1. •�d�.:_..�G � p'4," ml':k_'YSL�' Nlhr � - / tb� 2e' 06 1-0 1-0 14 30 W 6-0 e-0 7-0 all o-0 100 I7-0 13-0 3P 08 oe 1-0 1-0 1-0 14 40 4e 74 74 09 104 I .oar. 3L i1r97.4',. �;. �''<Oe i-0 I..'9'b '. 1W'_,41NI"r T3•``..,.ildta §r�¢Od.aJ'H4'ir?,'1.... -, // ran�ruyym�Ip a�wwaewee 92' 04 Y-0 1-0 ib 1-0 14 A-0 90 6-0 ed b6 100 tY-0 104 r �/ d�mYdBabndeea �� ., � M NOTES: OGMrI@ 1.Note II cellons are based on Simple Seen lolls with uniform fund bads of Determine w allowable laptloo of a P reuml hole In a 14"d lbs pit which ` ore 1Mn one an use the ton an to determine hon 40 PSI:Bu load and 10 or 20 PSF dead load,spans from pages 6 or 0. opens 20'. o, wrr wui ' For ntt wMi m SP S.Fa o span, pal ammo rrw.a� IM7E5: ldepth, mrd , I ImaUm In efwrspan. 2AfW'hie be laud hem In the web of Jon6 PJMfnhedtedth Ja Na coWmnend Old l4'pin the dwtto ftn wamterm '1 • Waa° 1.ommmtlons mtborm onworstOf of dimple Ove and and 10 span tfid p aGUI celflb 2P In the colunm Old move toroea aM dwtNlMecewt r so so and 10 or 2G PSF Dater lice 3.The 6G'9as round de o e clamber. hole dWt not eased thno-fou"Is aha Jam eP10 fon hour npl. I, l .wmmar. crdlgoro with uniform sow loadsM4D PSF Uva load teahaM. ellOwebb location meMmr half - a. R YrWr,aamrr 1nsPmuntl lro The lMmcel I' ern m l`abrbrrr.wwr dead load,spans from papa 6 Of S. Debmdm 1M agowebte location b e P mond hon h a 14'deep Jobst eUowaem mond hob dnnwtu std te� nm eeulo m.w uoekpar mast Iw,rzx•maawml.eavww pa 4.Nr Sbm5'-r. nwmdd roan ramr W wa SIA Ili'hole may be Pieced anyllun Nthe web afwphL hasmuMpito roof lfi'eM 2P. INepb hone:The its him mart aqui or - mutat wed News, 0mmrdwwawammtp1P.'+, �a all 3 The angel aM of a aced Anywhere hall not Of MM11191- auiw the Enter th chart In Ns lilt column goal Md 14"joist depth,move to the right eacood twice the diameter of the larged hole„ full w lopped sIda m""rr"roW°a' Ptl..pllar W V W a,W Y�'um„IY.m. and and 2A'h the Joist span WUM and move across the chart b Intersect of a m�cbnpu ar hob. Yrare .rrrArw . - m;go'3Wwme,a Nuwsbb routs hob dnmdter' the 9'roural hon Column.The nearest allowable location to either basting Is i w rmarraarrrr�.m 4.For MMPb holes:The tuner dntence between the hobs mwlequd or B4 of 6'-0". " mceed twice w dWnff er l the largest hate,or twin the lonpelaces - M 1 oudarvrnhr hnb -•r 11 II r r�uuR DETAILS l I CANTILEVER DETAILS • OBLOCKING PANELS USED FOR BRACING FO BEVEL CUT JOIST IiJAw'tt Te{.T, • ,n nomoWu ' u aV'nM mwapmrar a ., , rlr rpa11 a4N►Y MWIIm� em ,WO wrW ba Wa.Wewt 't y mnar fit CAN" W Pr UNPEUJW r IIDEO maYaenrr tlYr tFVEA, f m NOTES �tr caNn N myur8^ta°�ju rr aew,r.mW � LkVm.HEINFOPFFO INSTALLATIO . O :.auY.lYrYraW i f abrmpm{' arnrd•wvrrt ,. rmasorrrW.m. � ShgbSheMbq(Optlnnq .• , ,i• ;I. f ASI aa,mrlremmr Yw�o aeWrmmrwlwrwcu i wrm Min. 1 rr.marmwaW YWa mrarr.arr aims,rrmYxW w arPen,r..aarmr.wwnwwa A FJuaptior coding to NI1gtl6 top and boimm Ranpet of 4 rr rrmrwramiwrrYa Wood I Beam-JOlsh$bell pal be cut,drilled or NOmbed. " i Upper Agee n concenhod loads shot s he appdad m tle uppa sic of the mP gangs,pat suaoendad from the bottom INnge. �'' f y Comact G-P far excBpdau. � . i� '' 777 ., 'r �all Okal �h �Or mamMd n P� � ' ar�hate" ,nslShanq OPI 'iaY Airy eemwa.mmmmo '. ' I °a�P�m"0maa"�Imia�rwYra , � delalbdhsubpdtslaelyproval. rmeb•ar umrmr ` I I urea mr waarlra-woia w,w,ma,.er„ D.When nailing sheaNlrg to top Banpe,follow sheathing "'° iwWd emiAr �.+wwrl amu+ 2ara,nr am t autacto he ratio" below:ons.But rnalnmin g g oma.ewuma p menet um rwte , wmwaawm" � wimrm.r• was ee4uheemob ra pestes M ew Ymrr rb.al am , era N Wa ' mrmalrmwrrr.ewaW ewlmrrreaeMrmr nuamrrrww.rwawr Ura.m.amplWNl.r. dao» dma.d . . ma y�. .. I anw,w nets. - rem I ' taiWawbeae vR as f qurmrnamrrwmairm. II, P rr�p IOa ramae..•pms Neil she BLOCKING I 1st SOWSN BLOCNSAT INTFNOA OFAIIING saw wa. Nei 'a p F9 vYWWuwmuiEmoeoau..waWammo.uu JvuWWmmWr.mdmrarYmaWwwr draporm.i 1x10'° eYamraawpMaWw4wlMYrmrremapn rnmmrranosarara ..._ Min. awsWarnrmmwwuoa I nets Wruum Wanareullor mmam0aatlrrm0la 5aarmorrdrwwammremmampYemrrawuraa .t , amw r aW abawYNaawnaiw.' P �.°�aiiw °li ra�aafYdima• no7Es:aa.l2n r 2r C3 CANTXMIAFJNF RM DOUBLE NEINeaHCEMFMNMLING PATTERN aror u.arrwwo• Dmdie6hNtltlnp lOptlon u) 1,au or careful rose.Ste m.Ind.or 121: y ' ls,an�'a+am r v,f rloserwnraa ", i., Spero amwrWrwWm.urd w.. 24"aa: • I' tl . .0 �• . �'° mrlor w Wtearubn ., 1 0„i ' m.rnwremmrW a4mmeawwlarm• a.n.ml.r .. . n 1I i f rW mrmraa�i prat mwtmomstbY "13etJba, . - - ' _ ,w+r awA,Yrarmm. rrm�mmmBww roro4rrw.amnNamraiplm'em 2 nmod �oir rowdmelhrquarl •��,J�tiY.� r'd , ' ;'!,�4' ,' n inn aloppmw. ,e . mWa.iar°mLuaaa r .. 'a 1 emddn ', , vAmn g ... __ r. eon 17deomnum � , � ''i'; Mid r -� � d.' 4011 nn1uN uNe _ I:r, ' &nen r m woodl _ N Iman• .. . anwm stats I l teed n .� w 1mwm7a u+awa� ,,.,_ �. , 4 e atw 4e euldtlemd G', 4.1 wag engin _ - -a- t " IMemtedlah X to Nastlal� � ,lea muetbeat ,& End Bearing Yb 143P" � ! - ,. ' "'n� UF at Nast mW'.a,.,Yyir. n s of mold lea laNh shall beI ' / head P � � ,. ' misols awJ 'e,w�r.'r 1.`. a`°' p t i k1T r . Warlm ,,., sa,,�, s'�` E dnpineered loather must non nmaln m direct cooled with baa e.mma,raprtr„namMr„ concmla or maspnry conshucdpn and Shull be used In dry •rem.Ymrrwnauo.W.rrrrrrma al:aaa rant use conditions only. k OY 11 Doi rrl,arwrrW Mlam.raWW.m11rL G.Wood I Beam IOiSh must be restrained agMnst retatlon Ai. , ,011 DOUBLE JOIS(CONSITHILRON / at the ends Of Jolols by use 01 dm 101sm,blocking Panels, , all 1. + r - .' ° } �: ' i , mlxmmar(taeoaialrr aRrrr YrmeiW w.mWrmYp:ritlamtlw.tlemeermrtlmrr Y waammrpmrmrma.n.rrmwrarm.arau.craoarYWYromwaimra. Or cions bddpl00.To lamraJy uuPPoA cantlNverod Jolene, t4calg r blocking panels must also he installed aver supporta 4r U taQtmO Yea I p P { 9 0 ' � mavuaaarwnwan r � R".kfJi/ .. x �, l:T' , mmol des � � BC311tlIeVEr. q. •� , 'o •�I"r � >�"Ill, iu„h. C PEO matt was OaarOaf th 9�,' n n� , , f:4 CAMeJoel(NEW11111) 5 CAN1IlFIHt•DiIOP tr 'le -:,.Nei r' 1ty- i him Kamm mW Mrwt' Po°MaIYNWebrlp Double Joel tDmhnill,) O maealmoenlFrm4 �p UradOMFt2,c4a RT aabmbhrl34Fl, deraatw saw memaoa.na atlUmeawwre.m-uaurrd. arrmamwm,mmY H.AddltlanalN.rim)olsh,hlGoNlag Paatls or squash bloclu ,, .,. 1Y�pMt•,"51�Yilr _" :, {':: "' , r, �� � ' 1�'�-"T;� I 40 lir 20,Wpewod 2xe.N'ebamad 'Tor aruttaaramderrmriwo.rP. 0ramtltalamWmadanW raaamwa must be provided under alleamAorwallsandimedor alrnlwuroYmlu.:.wmrwiw amwrpr,•ram.W Aad , 'I '+ r nr pd.lfmrrore 2r.e'pNram I rro.aaraaarora. w u• 2aa.rpexLd 2no.PeNaem raagrsrrr bearing walls to transfer loads team ybgve m dee wall 150 1r 2m.Wpe•roDd all! at foundation below. r I, nod or OSB mhtloor hell d h the to things of a wren nr lW am l"� r Plyw P 0 r , ' �II I 1r 12)2w rJ)2no I Wood I Beam inlet Is adequate m proB[da lamral support. tr Pl all m212 J. The hp I le gas must be kept stralpht withinW Of tme •lald[E+ ' '1'4'6` �+alettlaa yid{ , l!t'e'e"IT ' •�,°!µ„ipe, 4 r n Iw � I ; 741hJC i111dC11.. 1!!M5a•h1�S`r�: I, a ,i' ' ,,�it r 'al ,a, 'medNW Ynmgbwbwmd MebNNwmaabmtllor. . r 1 ., aliynmanl. 1) Support Wil ofw dd&g nsing to prrdne damage to p- al demiis where od Is Teterenced rot banker flock, , � I . I L) le'din W�'gep teDlClbr bhabnp webemmlrop Ow4e. K. In I PNwO r y " ;. rylNr flock orsdRaner material,rehd OSB eheeUling of the 0) Pimlohglad omledw pW for n&Bf muchofawft R a I) %aN pbtetopearrrd nen hem euhnN wllh2mwa or l0d nen parr r y1P `4 same thickness may be sUbadnded. RIA Xe RNPP, R.A. .A,■ K .O so''a ' wlrua,wmbed•rhmpmlbb.Saapbmwaimm°Ppodb e4yr L. lathe absence 0<dRWinga Or salad o8lCllhOons.Me.m10Nt r Ia �a .,, aMNays roar 4 Nan Place as markmpsfor PRI'sPeilretln0rhdabrpllnelow on-cNttnr 1 KhsPark,Now York 11754 � r631 'S4d1-6340 1° - maurswrwrpe+mwaw:ruawaa.ermrrm..u.:uuamdawa .amn°°iows tl.uorwirem � amuowmmr.el�wam Spacing and MSAMUm SPO-PRI side"Mngs 2PUMY ///'� +':+,-• r iPL N %r. .t ,'� 1 Ate tMrigk y corral ' 1r.aWrdriaraw+Ysrewr.Weumrr.a.rWas:u.area xwratmrrYf.a.a amraWmsmar 40 PSF live load N430)and 10 PSF dead Ned. ' er avly ,rrwYlraaawrmYYaarolpbarrrawraeeegYYra�Ya rrar.mrpou0m rmrW.awLwma I; �J�, '�•-1 Job Numbear �. a- ' 4 . rt , !r $ =7 "4 d w i.fr..A... L.pe}ryt if+: ., : `_ .. .-n: �L�.�._L-•-�._L ' . :, . _i. i w., .a_ ., i • A." e,•Vr h '._ils&�s�c:tah' :, .-,:L... .r. : _ - ,, "; , .a ,: „�- n?ji.w�A.' ',;+M-. -.--^4 ;�-Com--'- .,, ,•a,,,�.;' m •,3+A' �rTi;�." � a,�.y„': . ' -�m-r^,.-'��T+-*q7___..,_,.,,-� ...,�.�,...�..'_' . '-- ..���;k -...:- _ - '"^^^^I-•.T--1-•,. .,` _ Cy.s ^�""y-•;'i-.p-..j" -.'-P Yr. 'ir*IT :.�,i•n°..MIw,:„,-'(r.. '0@a ...r �� .., n p^" "In'iol, 't - �.r➢k,d';b''II n �rardn) ,i./'I !w,,, }y+.,,xw.v^a.u_;.�Ih✓ Wµ iT Jost sou" t{ --••---- . --"--..:.__.�-.a:�.,.__..._.. _.-_._....._.,-_,...rt- . ', l - �IwlolspSRG'w r4(ttlH'IIMCIYB j, .11 y to l+4�'i; +I '�� r„M � 1'1 ta4W'•31.�) �M 11.1 � � 1, vY 4b�:;. I I r C@raeetl to fill! �� 1-Jolat ]ji4 QsntlnullW � 'Tf�UtfM' 0 I intend bra"at r as « neuha j.rt !Hats To I III t-IMMt Phot ftwoI � ---- -- system is " M ++ r. - 9 1 '6dN 'Mble and Tri _._. ___", - _ - rrw I, 't.7Atibdle _ 2 3*ti 6- 2 L . 24 •" Ss 1a 7M 36 niMab'ne""tN►4`�0 '�I�C7y ��'•t" yl - " Noll joist to �rsioplt �� �� FF�AM NegMrof 36d C-aMlne ' Sa.aMa ��mA�1'ree�INe'((rgegyd) � ' `l�kTiMa39N f�i,"hb�il /ry ^! oomx7l.a�htY C+ard�#.9A3 IwTrw3s�j hMM'bV e Qhwa+uk9 Ali"A W'hek,LW jfo p [ w�' Ya3h��rh pRaallaW:t:aeiaiae � y�a 4wWtr .IfFwHNNd) F , .I •.`,� Ilene II:W06 8d _ 4 7 4 a : A3 6 11, !7 18 21 loo p,Uortd C�tw>biMd1 7, fa '410d I'- at Q O.C. . ' 3:12 14 5 9 la 3 10 . 1.} a 7S 22 to 20 29 5We 2.161 3166 a I93 p I! 1 6 12 Ar 9 12 27 12 '24 35 'n ,:�'^w - * 4 ! 1_ +� � / N 9 11 59 8 15 ' 11 22 93 Ili 39 M T7pnbb Top�Kmwomma 0% 9� 1-16f nd Cooler Meas at 0-0.G 4A2, l6 P 4 7 le 4 i !,'� 6 A I7 8 73 12 eftd W SWd(F oipkll000 I�e6), � add Mil IMS*• � ! ! 2'k4^Blxk rolled } r, braeswnb4.1od a 124 ' s o Is 6 !2 .♦71 4 n 2s 11 22 v ^t_-Ibrl Zr4'o 7oparllaaom 5'Wlb bbd(8e1stlilp d a erpum Boa 12 3 6 6 3 S '0 6 7 14 S 9 14 IY iP1i1e1peoto Fl-i.*K g�yK Onemol x-16tl° 2.16tlu o Sal Cooler Nelle at 7"o a�20 Gage Std 1,)x 36 3 17 i 3 a "9 .6 9 16 f m u ^ �" 1 19.1 47 lfA 4 6 31 6 11 16 7 14 Al . ' ffi1.Y'r,7cy4yr9'` ' 10-&1 Nolle y,iarSoIYmSOl Tqp plWor0il6e(hfa60eQ 4id, 4•IOd yi M 4 'i lx .S 9 W T 14 LI 9 ti 27 Ondwdl Studs 12 3 1 s 3 4 '1 3 3 f 4 7 10 iiidriyb3oie a-W 2.104 - 1 -Solid Mock all 7,ty „ 16 M1 3 4 6 3 S 7, 4 7 to 3 9 13 Bloddat mm$ � Nod�Afidl , .-1601 -"bowl ! packer for horizontal osts from 724 3 5 7 3 6 is 4 4 12 5 10 13 9urym0ml( 1 3-16d �16d �trlYe pp 24 ` 3 6 4 4 7 5 0 S 7 13 4 ]ab mLadeam6 ne(ra.aa bij 3.id }16d tiding or stucco can to bearing below, 63 1 3 4 3 3 4 3 4 6 3 3 9 N.pdraem1Ne151aaied) 3.164 4.164 vWiaN added as needed. 74 3 3 5 J 4 % 3 5 8 4 1 10 Bad7mnb30 CoT 9ibCfo>r W) 1-164 3161 mp 9:12 o? ,n I^I loot= . 193 3 4 6 3 4 4 1 6 9 4 9 12 -L."AA a'- 8 :i 24 3 5 7 3 3 4 1 U 5 10 IS - 9e.mnlA, W IOrI (ell NLta) 12' 3 3 3 3 1 3 3 5 1 4 6 anal Bond fib{ 'I 1•rb'.". � LW 210d Torsi -Joist ReWI Cat 12:12 16 1 3 4 3 3 4 3 4 6 3 5 i 310 eWide 3aa Mod ' l 1 3 4 l 1 3 5 7 3 6 9 art_ "i' m, n 4 I t►fred Notching and Rorklg Limits _. 3 { 5 3 4 7 6 9 4 6 1, 5 ,R �a .. ' Wamnml S4dmin NyraO egtmnr39b .1 ba paautb6m IrrsfipM 17%IfmN m eenahM,, eanlJaia�lryll, k✓mMm4vv.d w'INnINbWnIe aPW�Ma wal,tildeandplNen dwipwtlmrmp oc.PPad Swallow room, w DO not be"! out e�mm lr.w. 9e lee, aN7+l+3nq " �f/ WheaintenWlNallgji oflholdbr bpmaidnd br wadai cane 0 VCHoli 1e101tol i 11.5400 olbulool Mal jvnl evmecnm P16erbord Mao i { d joist beyond Insids mg5firemeobalNuea'lelldradbham0roa6pmponiadlympbrealcblmin.$In. - 7/16' 6d' - l'.d16i6'Iwd . tl <1!M face of wag4 Daring Ab@Y@ 4 equ{valem coeeacdpoaliq mgoilad mrauinfla4l betdlln0joln l.p gfl6e. 24rl2^ W' 3`,dp/6 Said' iabulvwbwl aarrpadlm lequh®role dva4[ivalnde lho addltiwlMa11p1 cr5be aei0a{n3mobYr Gyp.Wdlbmd s0mdwa 5dmpier ra6hr10',fWd � -,1 'I Bole edge lams j Hole ede>g/e' r Tabvliw iwijohpoanlmcd2Nm9viremnq ar.aN milbrr,Nf¢N orrallelYalenl9ntedn5ha bolmm aro.aa6:apace. Whm ailla Naraa.M is ✓b liw4 rahw3.in, Outer 1/3 of jailb m.,i lice eoto,ii ihooto Alto omgmi nv...WrltW Amom (1 and 0e UtWaW heoljMt nwmrWav tamimm to Awl' pf56vlotoom Fal Id pd (aefarlWWbrq) , i. alosport Stud HON dim neter <9/6d ,-.F- . IWllmll am.cw 'uw�emasiwromK zlod.:,.. fad ull- b be im a uad by 6aamY4arm8 b un <2/Sal l - Single Stud Hole dlelneter A4j9e IPeuw _- IN106 ,&w Sad Mod Vaaap9eY "t ' Double Stud .. ,"„^ `�: Y 1.5 yr rr -..-.�.;-•\ 4 sword Rrb Mate 135 Pales Lal IN 6•taia/12'9ea - Qaalmftar lad 160 6^na6ala•rW0 `'Role edge ,�0 1.2 niaoaw I w ms�w tad 2aad - d59tanae >5/e' i .1 r 50 Lu 5"x10•wwrde Sae h10d rru41p1 4Lv� ,. ` 1-Jo(at Rearing on Wait 1-11ei�t smad@g (BMA M M �,__ ewioilwbraaNtr Nn6.rada..ar abmew.a.+biomaro.<Nwi'aru.p.+addr.if.Nn r6ewr619 b5W462 arhn s,;aanaro.: - purl edpm Yaiobl�lar dpr Mpwhba,rlini3rloiNrel3aF b n3uNeallvinblw W.ub.derhle6,orY13hN1aeeYgt6eW/.ties 3bM', WKki Mieebft as Nod ! Wft,R n Jolat o r pINN,rh.94a3rd17f 1a16.1ab1hniaMraa ' � fioMf glttaA11111�11t R for Whld'LOade - NaN'ini pemined bb.lam3oa6m taadWl1prmt f ►'r! R7i111�MM�1 WheS..n bmrYluwauNamNNeNa mumu..eaNad.ldnur6araro.lla+au ba Resttrdat r,:mSNimlvl+arrupp+axnlaabaedlanwsrw.awrs0a4atalkmcer.ai9lawlawmm®e, waS most be or amf lcleSt �1 - I�Y,p a ae la f,y IZD Na ISo ' wfarit g 09011e lhtl a Joist. ,Iolat Mocking beating l�tl! for the jolat r , Nail to It with Od at dee O.C.- 0 H e p AS P T .p a p a P r I Ta I 3-.�.w.�. r 6a.aanrlL�'1°• s�lral+a 81D @r Bottom irlab to Foundation Connsetton renNnte v Mailjoist. �.f fm6l+a w,11 ua.+Namnw k3.Nf sraisawaaa6w.>Ia sa l+a,IN+..oaP nail to Lwlth Od 11 .r 6 I2 6 12 6 FY I 1T i 12 6 12 Y I2 tl V1 at 6" O.c. N f li 6 11 f IT 4 11 6 t2 6 12' 6 11 6 IL r W hn �4 19.2 f i1 b' 12 a U 6 11 6 12 6 12 Zoos 6 12 6 1� F • , . `„� a u 11 6 I2 11 R 6. 12 1'2' a 17r Fame e6dd V21ad8padd imilex Ceriliet fitYd HokidOwa7 6 u i i2 6 Iz i'', 4 1 4 I 6 6 a 6 { 14 6 D 6 12 6 I2' 9 le 6 6 6 6 43 a 61 4 90 100 Y1O ''r .- t2C Detail'.-3 Studs With jfs 8. re�1°�'�O0 f IIs 6 11' 6 12' f f f f e 6' e' 41 4' 4' Connection: Number 000fSpan U L S U 4 S ^Ur' 1� ' g U'' 'L` a fi 12i f u' 6 f f' 6' i1 @ 1' 1' 4' 4' 4' Blocking - {�� --' [6Yb. 'inawdlPtl.m3eb 723>n5'[enYN11{irok f 4 6 6 6' f 4 Al 6' At 4' 61 J 61 Slodaa; (6.) e.yl4bd Capabb3'9rCaamillom4eii P'r ' Ira -� 1 S �� l2reY YnA.41PYta51YIM T3eooloo, OYa 6 f 6 6 6 f 1 -.ela6akMg>K�"oa. da web sltltfeMr'9at'.h'aMe �yww 19Mo FoAkNoSill am 13 sIA ,wx 92 •' 4m I:�w 4 f0a . 190 LMfeb Stiffener each SII '"- ' a!''ON 6wwWy 0.�. iw Pouodem 16 77 1x9 116 2$0 i. .e117 7,1 4a M1+o when required. (typical) wltan req ilred3 (typical) lbdKal,�, spoo, 1 20 103 165 x12 376 } 1 ,� - I16m5.a shmblry ILtf7Ip 7 a ] � 1 u ] z A (Crawl mi 24 130 202 3:10 °'37Q � _ ga6aaenU 28 I57 739 a:ql 431( :, W, '. ♦$ . la 6a 1 r ) 1++-. l 3 } 32 184 276 37) 4911 •F; „w^ '1, I „",'' 36 all I 313 I ' 5911 ' ' 'f a', :, . II, ' 8ildewell ' -.t c nw.a..wfapwl.4n•(I?! „i""i{♦ { Wolddewn • .._-_....-_ #_ FfW gNvbin blemodeenelNAl;mdrpre Bain$) 1 1i Id` _ 2b 58 681 L78 " 691 205 4r1 gill • ^ 41ea Cae.e«3 Coetiruous 1-JMof over a Bearing MMI !u/!°ming s Wain Ah@rs 1 b Pa laprre.uaof.m�♦ba oriMpAlbew ma.mi.nor,+oxalWlbancwm.+m�dai:+'Yr4ray .aa.a..+••1+�1m9�+mn• a r 24 a9 170 Si{Y .d,5t ' ,, �u^a`1,�7i,, TWAw IZ baMoa.Spw ie +a.dw,m adlawbe.6tmmi mml•n Ad+ow 3Z Ia9 ( 2253 ( I 4 Irl 1 V W7 p' Mm+41MjMA', '�"b"R eli]SAP M9. F•F..iW •vi6LL41<a<o♦ 36 179 a 345 " r a r +.71I . • . Comes clod _ Jn nlwlaandaedn66dhrdlklu " - '6 e eolneoted to Load bearing Wall abOVO v�� 1�6 N4indNawn�Y.b.u�evbb.ee rbc. rveNrN.rn,oU0.♦R rm isiefN�u...wa,♦z<a<0.4r.a.a.a I'�,91 sMer (stacked Oyer Wall bekiw.i �, 29 it • 960 n3 9s0 217 ,. 960 - 422 ? 9qj � " "* 'p1om Veoeler TMWW4boaaa era alllni tlntbr56Mekb.dbrW.rov.0mi.6 vnaob.nwWntd Ibr stvl4rad00.41*e<0.19�56amn 3 32 114 230 3 497 rr ? wa46r M a. 6.ew 36 148 � n6 �: _ + ra6.weawu rme91wm.6+IN�wlk%noa r. 9. . u 1 h.l I, Nail Blocking to R.ilvillt ?? j wall Satom Nam 12 50 143 421' 92 1 6 t 425 i:9, 213 423' L90 096 411' u at a" O.C. 1 tP Fenmdadm ib 77 129 to .tog d� 7 �f�,y,, "*}"+ e1tUft��1Mlliiiwl. R ft► I 20 103' 165 2 370 (Siabah-0ede)' 24 ASIA 232 t 370 & ,d ILoada'' Etrri■ u is 239 1 ' I 32 184 276 ' 36 au 313 w Web stiffener seek side + "ti, �-�-� IntiNot qd Detail Top Puts Intersection when required. (twical) suffic@nt � " 7b °Mv�d orf n � no AID, L 1 IQ � u 59 143 421- 120 1x6 4z1= M16' p>�I3 ezva zy3 asF, - - tOi�saPPatIONd �2 ik9 hm . ra ► ,. DoteR '7 .. :A,In n e131low fi 53 .. j 3 89 211 �Id d Y Ta11MF A e g11yV •wi__ !�5 E t P i L 9 ! 96 149 294 8 ,1113 P Y�eterlpOw NeareOe to 310ar -.._ _ .� 17� 244 y ' - �__ ._ -_- __-•-' .� 1,� aril r}eiam6L11.r 1qd fy�,dMfEoti7' 28 111 143 421' 163 Y7b 42Nr +S �'"�1'1 421- 422 �a'J4 421" . „ Sa6aH5 {Aih.a acl +rT1 i2 'Id 6" ''12, 6 U '4' ;i,8¢ 6 IY f'i Ix 3 97 32 114 I I 230 +A31 ', 1 572 �' t lebl Tartar ,n a '.rbo+rM 5brrnr].r _s<J""•'a Ir hpmerzom, 1 14 16 N', ii `2 61� 12 6 2: �'.V23 n Cahn 36 148 I 5T2 L, • Conti u PIlalMaeple nd ? �n I ;,,. '] ', 3 ' s ♦ i�,l! s ,'' " 12 K ` 11 ,f 12 i4' " ,t9', b' Ib, i ' i2 4V. 11, 4 11 ' 6 . 17 L - Connw16f,*GM lad(Rep°ndiFWfr to the Wall), top I� tT' N • l ( Pe�2aa _ 16 ,f IS 'FI IT !f , 'tl f , . iT f dal ��"�. 111. f ;12 �"f � .YY S Connal4ppaM/'lold(p:allalm tl=e WY.fY. 1 7 ' G. .; ... - . •♦ +�., 191 In 13 s 3 4 '. . .4 ] 'n - 'I r ' IS ' r. 1 , d 11=� 12t 4 '1� iad a3gy6111t1WW+lu6darhrll b6da.1111"din two lo9odutol;dldpl petro 1 ,I' 1T A to n a.q .v % ♦ 'Yobhtrnt4W ... '�'144A01 MW{ +nTds6wnla,'MYI{nn.a3rmelNNee d4adlhtd OttopallPr3 1 pa¢ I �,,, .1 9. I ' H7Ya6earidConeraNdlar laderaM# ',1' f(♦andlalard ti4arMM4 roh to '4 ,� 1( tial �� tion ui tiro d1+hlYh 4oelr ACn11H9iP11 •,�Y4alndlt�;,' '� I� n t 1 2 x 1 • r ] C acl r.relllet lucdnd`wlWn t6u5 o[Nlldny afmlala. 031 n a : 2 2 r 1 . a a 2 1 2,: , 2' 2 .' 2 T ' 'CSdailafnd.Mar ealata7 eg9liamn. it a imam horeap poror421 comirw1b6�adb11111W'e1d'amo eh814MMyfldp)1 pMNYnd'4H' j : '71fN,' A 2 1 s 3 • 's - a , 16«'SAS fIbeWiW } 3 x 3 1 6d n>W W'Ind6 ap4dmelaall�aa and l2'4in6rmdiWe ngprn). For alAar'w11YNM1M�amrplirrf ah6lr nhlGlpY)af , P a Ixlo } 3 conlbddnn4dall be Npro4aod. I N-.�w5. If 111j ' a - TLnYlyaSpmld�(I}3 P 76dlraebim1551rmw7ae deilmrNdn p7ad11eN W) 3y ', I" v I x 1 1 ] ? 3 s ' ]dole/fMP14r!d6mN46N4doM.JfawnblLLrhnaNlegtllNmMibdOM.wl '/: i,' ,, 1 �A A 1 1 S 3 ♦ ♦ 3 a ^error rhbiN{ OZa41,Ptr 6ntl.6a3ti3e Wi10.ad0<049.iovw.ildgl '`I , , A x ]' ] s ♦ ] a r Ti91W 13 Wo.a.sWlliadry,,,111703, a6WNrYYf YYl6admu1Id6aNbfm.o6Xplah, „ q "1 bl� ' BRI A �A\� A R A P 1Ir''��\� r1r��,J� /A W ryp {y a��y1 D��yySy� iW160,.du9db6i3p6aa.0 wIL , VRl/ \1 a -I 5. 1 ,r \1 1 , \k F ,RC1 I,I'. '� T � ,I :Arch14}c\g�Yle1A 1`i6TFl.Y+,l'^�' • „ a S PaeeMPedaldgP•warl, 4Nun PInCe 1 544- 4fFtE C ,t r Iloa o.wdW bl.adtNd al{+.rl43da+�dr4'461Mnon 1 I I r a maa4h 9.. ' Kings:Perk,'NewYOrk't17,5.4 iA7t� fi3f 54445a, /' AAyn}} V -, n : _ x r . .4. s a 4 , +w .•�w11.vsrr+bMr'rhfd+ - r , , ,." I - - I, le Or'giwlly Completed _ lu rfe..+wr.rrM: M+ � IIS, .,,,. �-+ I, II i," �,i :I u n.. r 'l 1Myf6Wb Mir a C N N - 1r i n 5 I r •_. r a = 1 r a1M.•w1.Na4�wN ,rirgeNf.$667A _ __ .� - [ Ali v 1 x 2 ] 1 . . ] - e • .nu r 4 1++M1P.M6�aM l 0 07��iyl jot ' 7v. ,. III � -__ v 2 5 2 1 a: arrfrurW.uM.w w. l rt w _•- _ .__ �.......,__ 1. Sheet N, rl e+= l=m , w..ifrlo ,7 ( .1 orotic ,. ��..� " -_ 3 _ F : I!" :,,,n', d F-;1G I,♦ I�