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HomeMy WebLinkAbout30521-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31391 Date: 01/12/06 THIS CERTIFIES that the building NEW DWELLING Location of Property: 870 PARK VIEW LA ORIENT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 15 Block 5 Lot 24.20 Subdivision Filed Map No. - Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 22, 2004 pursuant to which Building Permit No. 30521-Z dated JULY 28, 2004 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE, COVERED WRAP AROUND PORCH & REAR DECK AS APPLIED FOR. The certificate is issued to JOHN & CLARE HAYES (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0049 01/06/06 ELECTRICAL CERTIFICATE NO. 96688C 07/29/05 PLUMBERS CERTIFICATION DATED 08/04/05 CUTCHOGUE EAST PLUMBING th ized ignature Rev. 1/81 77— RRio Form No.6 n,.'� 7 2005 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Swom 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 similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property fines,streets,building and unusual natural or topographic features. 2. A properly completed application and a 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 I. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$25.00 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential$15.00,Commercial$15.00 Date. A/OV 07., 2_00457 New Construction: Old or Pre-existing Building: (check one) Location of ProartY� 070 �.�21� VIEW P House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000,Section (:715 Block OOOS Lot e724.OZO Subdivision Filed Map. Lot:_ Permit No. 52I" Date of Permit. 7 28 O Applicant: lq�k A/. Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 25. pplicant SigKature Co � 3t3q � 01Illi2996 IU: 02 516-734-7205 LADEMANN ELEC INC: PAGE 01 Electrical Inspection Certificate Issue Date Electrical Inspection Service,Inc. Application Number 7/29/2005 075 Dunton Avenue 96666C East tatchogue,Now York 11772 (63112a6.asa Issued To: Mr. John Hayes Street: 870 Parkvlew Lane Village: Orient Zip: Town: Southold Section: Block: Lot: Contractor: Lademann Electric Inc. Lic.tl 4141-13 Was examined and found to be In Compliance with the National EleeMcal Code. Commercial ❑ NV Defects [—j Pool (X) tet Floor ® Indoor I_XJ Basement ❑ Hot Tub Residential ❑ Dat.Garage GCI Attic 71 2nd Floor 50 outdoor n Addition 0 survey Switches Recap oclas RxIuras GPI Nesters A/0 Fans 39 57 57 10 2 3 Dishwasher NhshN/Amps Dryer/Amps Oven RonpdAmps Mkrowaves 1 1 20 1 30 1 40 1 Furnace of/ Gas Circulators Smoke Detector Ball Transtomw 1 x 3 7 1 Mater Amps Phsse UG10H ACUZY1 Television CO Detector 1 200 1 /Ox 2 Bldg. Permit: 30521 Other Equipment ^' P00amp main breaker panel!2 garage door�l opener receptacles I 1-20amp well disconnect -15amp air handler disconnect/ 1-15amp ac Hugo S. urdi disconnect/ 1-40amp ac disconnect President Pouptr I : a31aa12ooa InspeCtor; John McMahon III Fmd IMpactlon: 712 inspector: John Mc Manors ill rh s certific to mast not to altered in any manner: Inspectors may be identlaee by their aeean es. $ufWire Town Hall, 53095 Main Road x Fax (516)765-1823 P. O. Box 1179 p Telephone(516) 765.1602 Southold, New York 11971 ^� OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD J E C E A T I F I C A T I O N DATE:00 J Building Permit No. 3� L; �) Owner: Aa. es (pl6aase print) ,1 Plumber: , &A 6,LKOI, CU-rG(!!5CA L- • P C/ (please print) �! I certify that the solder used in the water supply system contains less than 2/10 of 1% lead, ( umbers ignature) SUSAN J.NAGY Notary Public State of New York No.4896735 Qualified In Suffolk County Sworn to before me this Commission Expires May 20.0 nq� J day of b --acV3- Notary Public, County 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. 30521 Z Date JULY 28, 2004 Permission is hereby granted to: JOHN & CLARE HAYES 648 JOHN STREET BALDWIN,NY 11510 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE, COVERED WRAP AROUND PORC & REAR DECK AS APPLIED FOR at premises located at 870 PARK VIEW LA ORIENT County Tax Map No. 473889 Section 015 Block 0005 Lot No. 024 . 020 pursuant to application dated JULY 22 , 2004 and approved by the Building Inspector to expire on JANUARY 28, 2006 . Fee $ 1, 453 . 80 Authorized Signature ORIGINAL Rev. 5/8/02 Frank W. Uellendahl Architect PO Box 316, Greenport,NY ng", tel:631.477.8624 fow 631.477.2997 ernaikfuellend@optonlirie.net November 1, 2004 12004 Client: Clore and John Hayes 648 John Street Baldwin, NY 11510 BUILDING PERMIT#30521-Z New single family dwelling on 870 Park View Lone in Orient WATERPROOFING INSPECTION At the request of the contractor I inspected the waterproofing of he foundation walls of the above referenced project. The inspection was necessary in order to proceed with the backfilling to avoid further framing delays. The waterproofing was oppied according to code and the specifications of the architectural drawings. I hereby state that the Information provided above is true to the best of my knowledge. EE) ,4 UEQ . 11 OF NEW F n Uellendahl Copy: SAM9 Dspor msnt Clore and John Hayes Frank W. Uellendahl Architect PO Boz 316, Greenport,MY 11944, teL 6M A77SQ4 frac 6M A77.2997 emailduellen0optonWteimt lsrg _t� March 4. 2005 j I ` Clients: .Tr"IN 0' ;^`"NO: Clore and John Hayes 648 John Street Baldwin, NY 11510 BUILDING PERMIT#30521-Z New single family dwelling on 870 Park View Lane in Orient FRRMING INSPECTION At the request of the contractor I inspected the completed STRRPPING work in particular in the roof area of the above referenced project. The inspection was necessary in order to proceed with the installation of the roof in order to get the house weather-tight. The contractor's main goal was to avoid further construction delays. The stropping work was installed occording to code and the specifications of the architectural drawings. I hereby state that the information provided above is true to the best of my knowledge. <K�Ftl] pAC UE(zF2o9,�� q . 0 Ir ktleB ndahl Copy: Building Department Clore and John Hayes rr�� ho�aOF SO(/Tyo6 ���bUNIV TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 6t^� a;i:n�/ a- ;)-x6 ] DATE 3 INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ UGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION L/ RAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: -� r �.�. li v4fi �c cis r DATE j 7 C INSPECTOR 0 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST K] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ J FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY I [ ] FIRE SAFETY INSPECTION I REMARKS: a,�- 4;0- DATE /�_ Q 6 INSPECTOR`` " ` -'� 765.1802 BUILDING DEPT. INSPECTION [ 'FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: _7 r DATE ( INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ SULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]] FIRE SAFETY INSPECTION REMARKS: 071L DATE INSPECTOR yrF SOUT��6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ J FOUNDATION 1 ST [ ] ROUGH LBG. [ ] FOUNDATION 2ND [ J 1 LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE � � INSPECTOR a f SO(/Ty06 f®* TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]=INAL ATION [ ] FRAMING / STRAPPING [ [ ] FIREPLAC 1E & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ca DATE ` 1(9 INSPECTOR REScheck Package Generator Compliance Report tba.,.••wwar Location: Suffolk, New York Construction Type: Single Family Heating Type: Non-Electric Code: New York State Energy Conservation Code HDD: 5750 Builder Name: Sid Beebe Sons Builders, INc Date:July 2, 2004 Builder Address: Main Rd,Cutchogue, NY 11935 Building Address: Park View Lane,Orient, NY 11957 Submitted By: Frank Uellendahl,Architect Phone Number: 631.477.8624 PROPOSED • Glazing Area 100 X 243 * 3695 = 6.58% 10.0% Glazing Area Gross Wall Area Proposed Glazing Area Maximum Glazing Area R-Value Description Comments Proposed R-Value Minimum R-Value Ceiling R-38 R-38 Wall Cavity R-19 R-17 Wall Continuous R-0 R-0 Floor R-19 R-19 U-Factor Description Comments Proposed LI-Factor Maximum U-Factor Window U-0.45 U-0.45 Door Front door exempt U-0.35 U-0.35 Statement of Compliance:The proposed building design represented in these documents is consistent with the building plans, specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the requirements of the New York State Energy Conservation Code. F�RiL K z2 04- BuiklerlDeaigner Company Na-- me Date D AqC 9 ) A q 16� 1 - I j d _ /r S,_ TOWN OF SOUTHOLD PROPERTY RECORD CARD /2 OWNER ' L STREET VILLAGE .L DIST, SUB. LO-yT- �7 )DhYI C ace, 44a GS �6l r- k W o7 h e Ire 0 / -eH 1� `- Via. =ORMERWNER. N E R. v G cJ 2 Q i a.. pi Znr, S W TYPE OF BUILDING l-06"arp ES. SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS D o l - shcltow 4,n � o o V/ih 4 is zy z 12270 Za/- blwaves02-4 eov 7 illabie FRONTAGE ON WATER Voodland FRONTAGE ON ROAD f�L 4eadowland DEPT louse Plot BULKHEAD rhal Frank W. Uellendahl Architect PO Box 316, Greenport, NV 11944, tel:631.47/.8624 fax.631.477.2997 ennall:fuellencl%ptonline.net November 22, 2005 Clients: Clare and John Hayes 648 John Street Baldwin, NY 11510 BUILDING PERMIT#30521-2 New single family dwelling on 870 Park View Lone in Orient FRAMING AMENDMENT Attached please find the amended structural plan for the 2nd floor of the above referenced project as per framing inspection dated 02/23/2005. The contractor changed the direction of ceiling joists above the dining room and kitchen area, he upgraded all headers above windows and doors in that area from triple 2x]O's to double 1-3/4"x11-7/8" LVLs, and substituted oil steel flitch beams for ANTHONY Powerbeams. I hereby state that the Information rovided above is true to the best of my knowledge. ED Alio ?��,\Q,F•� U�ij'o9�>C� w � r Frank Uellendohl �OF NEWS Copy: Building Deportment Clore and John Hayes 1 � ! s FIELD INSPECTION REPORT DATE COMMENTS d � FOUNDATION(IST) �y -------------------------------------- Lc FOUNDATION(2ND) z y ROUGH FRAMING& �y PLUMBING i7 0 c < o '7 S 4,t - 1 INSULATION PER N.Y. STATE ENERGY CODE r 3 ` 3� FINAL 117gTo ADDITIONAL COMMENTS ,.o � - yz G O tv O :� 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) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. 30 52/ Check Septic Form N.Y.S.D.E.C. Trustees Examined 727 ,20 04 Contact: Approved 7/2,5 ,20 fl Mail to: fRANK UE(IelJ474yL Disapproved a/cL�2EEV`p�T, MYII'VW _ Phone: 4031. 477 �624- Expiration 112$ ,20 Oe Building Inspector APPLICATION FOR BUILDING PERMIT tl 2 2 20 Date Ly 7 200 INSTRUCTIONS a. Thio application MUST Vii-6ompletely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of pans;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 forremoval r in lition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,hou i g de,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. i 940 S ature of applicant or name,if a corporation) P03 3/40 9r��Pe27-tiY !/4�� (MMing ing address of app icant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder AR-fH/7-Ec7- Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. S/rte L36-25�,t3E —1�o,U6 Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 970 yIc4.cJ L�xlE 02/EtIT/3Y 7 �? House Number Street Hamlet County Tax Map No. 1000 Section /6- Block 61 !!57 ;v,.; Lot 2�0 Si9 Subdivision Filed Map No. ,t,,,,, Lot �. n (Name) __ 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 015-S/ 77,9L b. Intended use and occupancy 26S/D&—'V irloq L 3. Nature of work(check which applicable): New Building � Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost Fee '14- 67 _ (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units / Number of dwelling units on each floor If garage, number of cars 2 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. iCrl� 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entity new construction: Front Rear Gb Depth foGJ l Height ti 27 Number of Stories 2 9. Size of lot: Front Rear /97 Depth Z-3¢ 7 10. Date of Purchase ZOOS Name of Former Owner Xrf7 11. Zone or use district in which premises are situated 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_ 14. Names of Owner of premises�/e f�f/*g45Address G`78�Tkt4 ,&44zitPhone No. 51,�. 223 b�Pq✓r' Name of Architect �IZihKG1G//e11 // ' Address ?OB 31&APT Phone No 1031.4.77.kVa24 Name of Contractor 5la lo1e be fc Addressl'/Aim Rd C/4hone No. 6 V. 179,/0 74- 15 78,/074- 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF S(/Fi=Q� W being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the `9 2CW)7-iF� (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 before me this S day of 20&q_Notary Public Signature of Applicant LYNDA M.BOHN NOTARY PUBLIC,State of New Vbrk No.01 808020932 Qualified in Suffolk County Term Expires March 8,20 i 1 � TT TT L Applicant/ /r Date. Owners Name:.. Reviewed: d Architect/ Date Engineer: �i a- a% o , 11 1 Submitted: as SCTM #: Oistrict: 1.000 Section: /S— mock: S Lot: Project ''// Subdivis1 Location: ?70I/(2� �Q — Name: r Sigle& separate Required �/� certification: (Yes f No) Req. Rey. I_aaing District: � (lot size: Acuial: 237I It.ot covers G t wtxise� I Req. }, Req. (front Yard Jy proposed:�J (Side Yard ' Proposed: JVD (Rear Yard Proposed ) Project Description: 1) cL4 - f AGENCWERMTTS - M?UIRED FOR REVIEW N.A. NO YES �-it Suffolk County Health-Dept. New York State. D. E.C. Town Thmteos / Town Zoning Board approval: / Town Planning Board approval: 7� Flood Plane Elevation??? Flood Zone: _ � ,p �« Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 07/28/04 Receipt#: 0 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Cash Total Paid: $10.00 Name: Uellendahl, Frank 123 Central Ave Po Box 316 Greenport, NY 11944 Clerk ID: LBOHN Internal ID:98858 m familiar with the STANDARDS FOR APPROVAL D CONSTRUCTION OF SUBSURFACE SEWAGE LP SURVEY OF PROPERTY SPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES ,d will abide by the conditions set forth therein and on the AT ORIENT mit to construct. ,^ ! v T 165 a .•u". t.i e location of wells and cesspools shown hereon ore (pWEWNG) TOWN OF SOUTHOLD im field observations and or from data obtained from others. \ WELL 150 + SUFFOLK COUNTY, N. Y. 'Y AL7ERA77ON OR ADDITION TO THIS SURVEY IS A WOLAnON SEC17ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. P - 1000-15-05-24.20 XPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER17FlCA77ONS LOT 166 \ l� SCALI•" 1'=40' XON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR (pWEI*LUNG) \ 186•g3 EL 33.0' 6E SIGNATURE APPEARS HEREON ' . yell 150+ S !vations referenced to on assumed datum. r4 78, 8 T NUMBERS REFER TO "MAP OF ORIENT BY THE SEA CTION THREE" FILED IN THE SUFFOLK COUNTY CLERK'S _� EL FICE ON OCTOBER 16, 1974 AS FILE NO. 6160. N o LL 'EA=40,937 50. FT. N 0 z LOT 172 LOT 173 } LOT 171 LP. 33 rw O ./p D G F E SYyrc M /r t c PROPOW 0 a T r F.F�•35' _ �. ��D pY 1\5 C 9 01 19 'T HOLE DATA 3/1711M 3o f,,j e1 S87'09'40 w N8857'40"W DARK BROW Sk7Y LOAM OL ipl� ® 160.00' 200.00' ,yam aROw7 MN S#.7 ML r EL STK EL Sze. 1 p•i' BRONN SIL 7Y SAND W>}I T�CRAWL SW ��-- S' CwRa aRD11N ME TO aou:sE sAND w7N sos GRA WL sw PARK VITT LANE EL Vol' ► '� i ` ` 1 � ' Ei JLY 9' aROWI FARE 7D COARSE SAND SW OF NEW .r 10.1' (S•`Q� • ME►jQOiyij, WATER IN PALE BROW ME 7O COARSE SAND SW o �ea/��F'TT F+ 17. HELL t q�p (OWELUNG) (DKLUNG) S. L/C. N0. 49618 � n Cp 160'+ CP 150'+ 4 ROOMS) I Y 1] 1,000 GALLON SEP77C TANK 5 + X (631) 765-1797 2] ' DEEP x 8' DIAMETER LEACHING POOLS P.O. 1 1230 SIREET propoyeo� + SOUTHOLD, N. Y. 11971 04-204 elevca. lar. am familiar with the STANDARDS FDR APPROVAL 4ND CONSTRUCTION OF SUBSURFACE SEWAGE . WSPOSAL SYSTEMS FOR SINGLE FAMIL Y RESIDENCES N and will obide by the conditions set forth therein -Iermr t to construct. Ond on the SURVEY OF P he location of weals and cesspools shaver, hereon ore 'vlD ROPERTY yam field ON OR Adana and or from date obta;n ed fro,_ t' 165 AT ORIENT Nr ALrEN 720 OR ADDInoN TO o,hers. DWELLING) XF SECTION 7209 OF THE NEW YORK STAT TE�EDUCA TiONaLA H� ,-� �� TOWN OF SO UTHOL Tl XCEPT AS PER SECTION 720g_SUBDl7/SION 2. A -R � WELL 50 ; SUFFOLK D EREDN ARE vAUD FOR ;s VAP AND COPIES E`ER 0 l0c4y,o�s LK COUNTY NY AID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR LOT 166 `\ , NOSE SIGNATURE APPEARS HEREON, (D�gELLING) \ --- I�D00-15-05-24.,20 evot;ons referenced to on assumed dofum. v 66-9 SCALE. SCALE.' 1'=40' `L 50 + EL. J3'0 JUNE 29, 2004 OT NUMBERS REFER TO 'MAP OF ORIENT BY THE SEA N78•5g1 OT SEPTEMBER 21, 2004 (FNDTN. LOC.) SECTION THREE"" F1LED IN THE SUFFOLK COUNTY CLERK'S JFFCE ON OCTOBER 16, 1974 AS FILE NO. 6160. .REA=40,937 S0. FT CL N Lor ns w 0 z r.' 0 LOT 171 o r^ LOT 173 ry 0 P g� D r r*� 25' n r Z o Z m rz.o' � 51.0' w 34.5 w --- 67'' 70' CONCRETE )rOUNOA770N U m 5j, u 2.0' 1� O it 75.3 " 400 C V � ST HOLE DATA i A m DARK BROWN SILTY LOAM OL r BROWNSILT ML 3 BRON587'09'40"W N88'57'40"W � N pL TY SANG A/1H ?PX GRAVEL SM WELD 5' ° i STK E:. J2 B '60.00' 200.00' ' 587'09'40"W 185.00' el- Ze.r' U BROWN RNE TO COARSE SAND WYTk CONCRE'E CURB Z01' „RAVEL SW 9. E- J, ,. PARK VIEW LANE EL. 79.2 BROwN FINE TO COARSE SAND SW 1 WATER W PALE BROWN FINE TO COAR Sf SAND SW WELL WELL NE;V (DWELLING) (DWELLING) (VACANT) y�����t.Mt 1 f�.p� CP 150'+ CP '50'+ /C. 49518 ECONIC S YO V. (631) 765- F 31) ,: - 7797 P.O. BOX 9 g %. ♦v v SOUTHo D, N. Y 4-204 Orn familiar with the STANDARDS FOR APPROVAL ND CONSTRUCTION OF SUBSURFACE SEWAGE ISPOSAL SY5IEMS FOR SINGLE FAMIL Y RESIDENCES N no will abide by the conditions set forth therein and on the LP ermit to construct. -re location of wet/s and cesspools shown hereon are SURVEY OF pNppFRT�' om field aV OR ervo 01770 and or from data obtained from others. LOT 165 AT ORIENT VY AL1£RA720 OR ADOlTN 1b THIS SURVEY IS A WOLA770N \ (DWEWNG) 1 XEPT AS PER SE�ONE7209-YORK S77AT EWSXW 2.DUC TIONCERLAW noxs TOWN OF SOUTHOLD LP. ALL 150'+ SUFFOLK COUNTY, N. y. E'R£ON ARE VALID fc► IN/S NAP AND COPIES 7H£R, pxC Y /F 4/D MAP A CGP/ES BEAR THE /MPRESSED SEAL OF THE SURVEYOR LOT ifl� IOSE S7ldVA1UR£ APPEARS HEREON (DWELLING) ��-- 1000-15-06-24.20 'evations referenced to an ossumed dotum. WELL 150'+ ` 7cc)6.93' SVALR- it--401 EL. C NUMBERS REFER TO MSao' J/NE 29, 2004 AP OF ORIENT BY THE SEA N78 ECAON THREE" F1LE0 /N THE SUFFOLK COUNTY CLERK'S FFICE ON OCTOBER 16, 4EA=4©,937 S0. 1974 AS FILE N0, 6160. A. 34.0' FT. z o� L07 171 LOT 172 rq C LOT 173 yF,t Ip / .2 `__�" 2 O 3 BTPROPOWa F.F. EL 3S (-Q, h * h T HOLE DATA k J/17/a1 A 30 ` DARK aww sx>Y Caw CL �. r NROW sxr L& fvf S' oiOMN 9LTY SAND MR2qORA ESI S87V9'40"W M9 '40 'W SK EL J2!' tp1Y 160.00' . 'N80 1 El- ?Q4, L 1n4'�'1 FN7E m COARSE MM Sw a*~ME 10 004RW SMO MIN nW OFA LEL SW py tC'rW•MLANE am J a J1.7' PAjil1 IF EL 29.2' � M4 TER M PALE mow ;%c 7o MIRSE• SAMA Sw 17• o P�rLOf NEW y, 11£11 1. MErrQ P,f. PRLWl�9c'n IOF3D� SYSIFL (DWELLING) r11is�, Fo (+ Bt ROOiIS) (DNELUNG) A 171 1,000 GALLON SEP77C TANK CP 150'+ C�1 '' DEEP X cP 150'+ 8' DIAMETER LEACHING POOLS S. LIC NO. 49618 Q ' Pr"Rpaeo� ele J IC. i Y P,C. P.0. X (6.3'1) 765-7797 1230 7R ER STREET SOUTHOLD, N. Y. 11971 am familiar with the STANDARDS FOR APPROVAL WAGE N SCDHS R'ef. # R10-04-0049 Lv SPO�LSYS7EMS FOR SINGLE FAMILY UCT70N OF SUBSURFACE ERESIDENCES SURVEY OF PROPERTY nd will abide by the conditions set forth therein and on the LOT 165 AT ORIENT ermit to construct. he location of wells and cesspools shown hereon are (pWELLiNG) TOWN OF SOUTHOLD ,am field observations and or from data obtained from others. WELL tSD+ SUFFOLK COUNTY, N. Y. NY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION L.P. 1000-15-05-24.20 F SECTION 7209 OF THE NEW YORK STATE' EDUCATION LAW. XC£PT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS LOT 166 SCALE: 1�=40' 'EREON ARE VALID FOR THIS MAP AND COPIES 774EREOF ONLY IF (pVJEL LING) g6 93' JUNE 29, 2004 AID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1 EL 37'0 SEPTEMBER 21, 2004 (FNDTN. LOC.) ,HOSE SIGNATURE APPEARS HEREON. gLL 150'+ DECEA48ER 8, 2005 ( FINAL ) 7evotions referenced to an assumed datum. N78-55-10"E OT NUMBERS REFER TO "MAP OF ORIENT BY THE SEA >EC770N THREE" FILED IN THE SUFFOLK COUNTY CLERK'S o.. 340 )FFICE ON OCTOBER 16, 1974 AS FILE NO. 6160. N I REA=40,937 SQ. FT. LOT 172 0 IV O Z LP m LOT 173 N L.P. LOT 171 LA o sr. • 3B' i .� L.P. 2nd rue. DECK .e JAN-01- _� _ f210 0 cn D S O 25.4 rt� BURIED �+ ✓� ` PROPANEm Y TANK o N O Z O DECK 12.0' 51.0' `•.r' ' .. E p i + W 34.x/2 STY '.'a• S :E ;z G �] �y 6.4'm FR. HOUSE0W,z0 C. 6.4' q A GARAGE_ y W .. 'tVn 35.6• 0 OD V b 00 BRICK WALK 6 .ST HOLE DATA �6. m 3/17/04 S87.09'40"W N88'57'40"W DARK BROWN SILTY LOAM OL 160.00 200.00' BROMN SILT ML MER POLE WELL 3• 5TK. O 185.00, EL. zs.,• BROWN 9LTY SAND WITH 20[GRAVEL SM ---� EL. 32.6 S87'09,40"W q• CONCRETE CURB VIEW EL 29.2' BROWN ME TO COARSE SAND WITH 2Ol GRAVEL SW EL 31.7 PARK V+E'• LANE 9' BROW nNE TO COARSE SAND SW P,�eOF NEW 10.4• 0� T. MET2rO J WA1ER/N PALE BROWN FINE 70 COARSE SAND SWLL A C O R ALL n (DWELLING) R Y. LI NO. 49618 CP 150'+ CP 150'+ I YL C ( 31) IgA 1) 765-1797 P.O. L -30 SOU THOLD,HOLD, N. Y. 11971 04-204 O (2) 1-3/4"X9-7/8" LVL O O (2) 1-3/4'X9-7/8" LVLO O (2) 1-3/4"%9-7/8" LVL O O O f � NEW r — — — — — ' o BEARING WALL ONE—FAMILY 3m ( I I u x� 2%8 CLG. JST. O 16" 0. FOR RAFTERS RESIDENCE 1700 WITH BRIDGING (14) uxo No ON I —i1 ceoto0- BREIAKFAST Ooox O 32m2� 2X,G'S(2)DINING ROOM (9,_0 +ICLG. HT.) a 2 2- . .� JO Z KIT" HEN Nn' HAYNo Zo (9 -0 i RESIDENCE OI BEARING WALL LG. HT.) 0a FOR RAFTERSof J v ) 3 0 � of ORIENT, NY BEARING WALL I RING W `- 2 - (Z) 1' oNN 03 i \"J�_ _ 9_D, — — — — — — II--_— —cvN y<'" 2xN I WITH _ _ _ __<2���-, '� O "J�� "Ox 1' II(1 - m'"x•' '^2X 8II'5 2 2 - I!II o 5nI � 0 3 i ARCHITECT L J' 2) 2X10'5 WU UELLENDAk (2) ,-3/4'x11-7/8" LVL MASTER BATH P.O.BOX 316 GRENPoRT, NY 11944y2XIO FLOOR JOIST O 16" O.C. BRIDING O TEL 631-477 6624 5 _ 2X10 RIDGE BOARD n �0 -477 2997FROM BEAB . z -o w EA(: 631 TO RIDGE 2ROM BEAM OWNER2X10 FLOOR JO X Wp I TO RIDGE . BRIDGING wa HAVESCLOSET 646 JOHN STREET NORTH APLDYAN 0� MY O rc 2) 2X,o'S O -L42) 2XB'S s TEL 516-223 0695 GREAT ROOM =o ao BEARING WALL N 2X,0 FLOOR JOIST O 16" O.C. O FOR CEILING JOISTS I ,` '4I�C� �"..0 woWITH BRIDGING 18 I J �''1 .L1 ( y/ DOUBLE JOIST m,.. 4 (2) 2%10'5Ay- ' ----------- `Z 1.2 KIP v DOUBLE JOIST_- -- 2 I < d! r 4.7 KI 5-X9-1/2--- _ ---_ ' - ---- -- N c ' I rc -,; '� —� —`— I 7 GLUED-LAM. BEAM !.7 KIPS STAIR O 5"X9-1/2" GLUED-LAM. BEAM 2 o FOR BEARING WALL ABOVE 1 < FOR BEARING WALL ABOVE I d o O 3o I ti,T i o in I ' II Wo MASTER BEDROOM cO I ' 2X,0 FLOOR JOIST O 16" O.C. O m I M WITH BRIDGING (14') KJn I 2X10 FLOOR JOIST O 18" O.C. = I OPEN WITH BRIDOINV) I s ODOUBLE JOIST WNMm I' DOUBLE JOIST 2 r U ZV�J , 3 `4 , �+ 2 ) 2 h ' O O LIN 2 `L ♦ o q o 50 LINTELL U.N.O.U.N °ws " ti/ W o ` 'o• w I. � i � DATE: 1112212 005 E o q ^ U-3 SCALE: 1/4• = I'-0• PORCH = L 3 ' NU I \♦ ' (z) zzlo's (x) zxlo's (z) 2x,os (z) zx1D's (z) zxw2ND FLOOR s 5 STRUCTURAL PLAN W M. NAME SECOND FLOOR STRUCTURAL PLAN A - loon 1/4" = V-0" 0�i! X. NO ' NEW m ONE-FAMILY RESIDENCE 14'-6 F — — — — — — — — — balcony cantore"r aboral i U � HAM O 4 Q I N 1 M " ' RESIDENCE o 20 ORIENT, NY O N U i 1 ARCHITECT u I 1 I 9 FRANK JELLENDAHL 0 L - - - - — - - - - - - - - - J 0'� I m P.O.BOX316 x � o 0 � GREENPORT, NY 11944 o 8 �� I TEL: 631-477 8624 I— It v\S I FAX: 6JI-477 2997 m NOTE: GLUE LAM. BEAMS 3 a. p F TO BE SOUTHERN PINE W/ OWNER N Fb=2400 PSI, Fr=200 PSI AND E=1.800,000 PSI. ' CLARE k JOHN E ` 2 648 JOHN STREET NORTH BALOYBN 2 L _— —^—— — 6 3/4_X 17 7/8" GLUE LAM. BEAM —— NY 11510 - 36-223 0695 (2)2XIO'S ® GARAGE 4 �2 FIEDggc o � — —= e r i yy A N v N6 C • �� 0 pN C LL m X ~ DECK (2) 1 3/4" X 9 1/4" O O 5 2 GANG LAM LVL'S 2X8 CLG. JST. O 16" D.C. WITH BRIDGING (14') O (2) 1-3/4"X9-7/8" LVL O O (2) 1-3/4"X9-7/8" LVLO O (2) 1-3/4"X9-7/8" LVL O O O N 2 BEARING WALL ti x 2X8 CLG. JST. O 16" 0. FOR RAFTERS DATE: 11/22/2005 R I I I p N WITH BRIDGING (14') 0 d SCALE: 1/4" = I•-0" 17DINING ROOM ' Op BREAKFAST o `" - cz) zxtos 3 GARAGE KIT HEN (s'-o" CLG. HT.) (s'-a" cLc. HT.) I ° (9'-0" CLG. HT.) (�0 s 2ND FLOOR 0 o s p I I z 30 STRUCTURAL PLAN p v a a $ LL DWG. NAME $ I � � LL _ SECOND FLOOR STRUCTURAL PLAN A - ioab mLL .{ X. Wf LL m m J p F a X. NO 3 f T l 1 /4" _ ' �_O» N 3 v N 3 o I I I *LL-0QN1STR4187lL MEET THE REQUIREMENTS OF THE 4LV9%PF NEW YORK STATE. CERTIFIC/ TION OF NAILING & CONNEQT(ON$ REQUIRED. \VI LVIVI ONE — FAMILY NAILING SCHEDULE TABLE 3.1 - WFCM GENERAL NOTES DESIGN CRITERIA: RESIDENCE Joint Description Nail Sizes Nail Spacing LOT 165 ,�, EllRC ROOF FRAMING I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN GROUND SNOW LOAD - 45 PSEUE(ZF2b��� ACCORDANCE WITH ME NEW YORK STATE UNIFORM LIVING MEAS - 40 PSF. X Raf(er to Tap Plate (Toe- oiled) all Height: 10 (l, Spacing I6" OC (table 3.3A) 4 - Bd per Palter BUILDING CODE, AND THE NEW YORK STATE ENERGY SLEEPING MFA - 30 PSF. v� Ceiling Joist to Tap dole Toe-nailed n/ per told CONSERVATION CODE, AND LOCAL AUTHORITIES. 1t t C Celljng Joist to Parallel Ra for (Fa e-nailed n/oa each lap WIND SPEED - 12O MPH Ceiling Joist Lops ou r Par6tians Face-nal ed) n/a each lap p, ALL CONCRETE SHALL BE STONE AGGREGATE WITH A SEISMIC DESIGN CATEGORY - B LOT 166 I�1 7t' Callgr Tie la Roller Face-nail`ed) 2 n/aBtl eor tie MINIMUM 28 DAY STRENGTH OF 3000 PSI WEATHERING - SEVERE Blacking to Roller Q�1 -gmled,l FROST LINE DEPTH - 36" Rim Board to Ratter EnUU-nailled 2 - I6d each end WALL FRAMING 3. ALL LUMBER SHALL BE GRI STAMPED DOUGLAS PIR- TERMITE - MODERATE i0 HEAVY (ARCH STRUCNRAE GRME 2 OR BETTER DECAY - SLIGHT 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT All ICE SHIELD UNDEALAYMENT REQUIRED YES . n 1��� 2 - I6d per loot V P P N PARALLEL . . OPENINGS OSIS AND HAYE N FLOOR OPE I - I d STAIR AND Top Plate to Tap Plate (Facp na le )I ed 4 - I6d joints-,path side EXCEPT AS TIDIED ON DRAWING. DESIGN IN WOODFRAME ACCORDANCE WITH AMERICAN FOREST Top Plates at Focul-coons `Face nal ) PARTITIONS, E E PRODUCTS WOOD FRAME CONSTRUCTION MANUAL Stud to Stud der -nailed), 2 - I6d 24 cc. Header la Header e,Face-nailed I6d tfi' o.c. along edges 5. FLOOR P i0 BE SPACING FOR ALL JOISTS AND EOR I$2- FAMILY HOUSE - ----- --' l ) - 2 - tell per 2x4 stud FLOOR AFAMS, SPACING NOT i0 EXCEED 8.0 FT, ENGINEERED DESIGN METHOD. Bottom Pale to Stud E nil nailed p To a ( ) P er2x6statl A RES DENCE 2 - Ifitl N AND C A E CONDITIONS TO IBE P 6. ALL OIMENSO S . . per 2x8 stud ( 2 - I6d p CONTRACTOR 54 PRIOR TO TALs. IS VERIFIED BY CO ry GONE BE ION AND oftOERINC OF MArERIus. rHrs W NDBORNE FUTURE Bottom Plate to Floor Jaisl,Bandjoist,Bdjaist or Blocking (Face-nailed) 2 - tell per foal FOUNDATION HAS BEEN D SIGNED FDR A Bi01L - BNulec cAPAcln aF two�2) TSF MD cRaoEs DEBRIS PROTECTION SCHEDULE Pool FLOOR FRAMING LESS THAN 5%. CON1AACr R SHALL VERIFY THAT THESE CONDITIONS ARE MET. ALL FILL BENEATH PENT)n 14 T 9 1% \/ 4 - ad per joist CONCRETE SUBS TO BE COME CIED TO 95% PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS "' II-(\ \VI \VI IY Joist to Sill Top Plate or oder (Toe-nailed) 2 - 8d each end RELATIVE DENSITY. Brilluing la Joist (Toe-nulled OF MIN 7/16 INCH WITH 2-1/2 16 WO SCREWS, EXISTING !._ BocNjng to Joist (Toe-nalled� 2 - 8d each eptl SPACING 12 INCHES, AAE TO BE PROVIDED TO COVER SEPTIC SYSTEM . .l I Bocdn to Sill or Ta Plate Tae-nailed 3 - II6d each block 7. ALL NUOERS 6.0 Fi IN IENCTH ANO OVER i0 BE LedQqergStrip to Beam (Face-nailed) ) 3 - tell each joist SUPPORTED BY DOUBLE UPRIGHTS 9.0 FT AND OVER THE GLAZED OPENINGS OF THE PROPOSED STRUCTURE . I PROPOSED Jaist an Ledger la l9eam (Tae-paned) 3 - Bd per joist BY TRIPLE UPRIGHTS ALL 11FADERS i0 BE LOCATION Band Joist to Joist End-nailed) 3 - I6d per lalsI MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. SEPTIC SYSTEM Band Joist to SIR or Top Plate (Toe-nailed) 2 - lied per loot ROOF SHEATHING— B. PENEETRATIONSHRESTOPPOc AT ALL L WINDOW SCHEDULE LOT 171 —�DRIVEWAY : ., GRAVEL a Structural Panels 878d .c ,perimeter zone 9. PROVIDE FLASHING AT ALL ROOF BREAKS, e 1 r 6 M.c. edges of CHIMNEYS SKYLIGHTS, EXTERIOR DOORS, WINDOWS ` ILJI ': p L TC(�T l, 12 o.c. Interior AND DECI(S ETC.. ALL WINDOWS ARE INSULATED ADD WUTHERSTRIPPED - :.\ I1RC1 Ll, anel WINDOWS ARE ANDERSEN PRODUCTS. ZONING CALCULATIONS Diagonal"Bomb Sheathing " 10. DO NOT SCALE DRAWINGS. SCREENS ME PROVIDED FOR ALL WINDOW/DOOR OPENINGS. I, x 6 "or I ,x B 2 per sappnrl I x 10 or wider 3 per suppa�t 11. DESIGN CONSULTANTS OR RECORD ARCHITECT- - I : _ LOO AREA = co 40,937 5 FRANK UELLENDAHL ENGINEER ME NOT RESPONSIBLE FOR 111L PROPOSED SLOG. COVERAGE = on 1,932 5 CEILING SHEATHING INSPECTION SUPERVISION OR ADMINISTNAHUN OF SEE WINDOW SCHEDULE DRAWING 3 OF 6 FOR DETAILS _ PROPOSED DECK/PORCH = co 928 SF P.O.BOX 316 THIS CONSTRUCTION PROJECT. FEDERAL STATE — - LOT 173 TOTAL BLDG. COVERAGE = ca. 2,860 St GREENPORT, NY 11944 Gypsum Wallboard 5d 7' edge / Ia" field AND LOCAL ZONING AND BUILDING CODE COMPLIANCE --_ . .1x i= €- _ - VACANT ALLOWABLE BLDG. COVERAGE SHALL BE THE RESPONSIAINIY OF THE - . . R-40: 20% OF LOT AREA = ca. 0,187 5 TEL: 631 '477 8624 WALL SHEATHING CONTRACTOR. _ _ LAND Structural Panels 8d 6" edge / 12' field 12 THIS DRAWING IS AN INSTRUMENT PREPARED TO - FAX: 631 -477 2997 Fiberboard Panels FACILITATE CONSTRUCTION AND SHALL NOT BE ` o SURVEY 8Y CFIRIBTOPNER HENN, LB. 7 / I6" 6d 3" edge�/ 6" field CONSTRUED AS A CONTRACT BETWEEN BUILDER AND w ': 25 / 32' ad 3" edge / 6' field OWNER. N OWNER µ=15d I � o ' 5tl 7; edge / 10field 13. THIS STRUCTURE HAS BEEN DESIGNED IN ;., Er Gypsum Wallboard ACCORDANCE WITH BE NEW YORK STATE ENERGY Gypsum 8d 6" edge / 12„held CONSERVATION CODE ' ' '� ..j CLARE & JOHN HAYES HordhParticleboard Panels 8d 6 edge / I2 held :: ::� : 1 648 JOHN STREET Diagonal Board Sheathing 14. ENGINEER i0 BE NOTIFIED IN WRITING OF ALL ( V 1, x fi",ar I',x 8 2 - 8d per support CHANGES PRIOR TO AND DURING CONSTRUCTION. DRAWING SCHEDULE ": : E': P O OSEO WELL NORTH BALDWN I x 10 or wider 3 - 8d per support FLOOR SHEATHING 15 DESIGNEHD ANDA SPECIFIEDNBYAOTHEERS. NEMS TO BE _ _ _ APRON (� SCALE; 1 = 32' I OF 6 TITLE SHEET - DESIGN CRITERIA - GENERAL NOTES 0• ep' NY 11510 Structural Panels 9d 6'; edge / Ig" Feld 16 CONTRACTOR SHALL OBTAIN ALL PERMITS AND 2 OF 6 FOUNDATION PLAN ,„s•_n. SITEPLAN TEL: 516-223 0695 1” a less INSURANCE NECESSARY TO PROTECT THE ENGINEER 3 OF 6 IST FLOOR PLAIN AND SECTIONS Dd 6 edge / 6 field sm PARK VIEW LANE grea�er than I" AND OWNER 4 OF 6 2ND FLOOR PUN AND SECTIONS Diagonal"Board Sheathing " 5 OF 6 ELEVATIONS y,,�.,,,�� x 6 "or 1",x 0 2 - ad per support 17' UNTIL NOT SYSTEM INSTALIATTION ISNSOMPLDEAE� 6 OF 6 STRUCTURAL PW9 SGTNi# = 1DDD-15-5-2420 FIAIDEAYVAITERSDEAiIFICAIE x 10 or wider 3 - 8d per support ORIENT, TOWN OF SOUTHOLD REQUIRED [ Nailing requirements are based on wall s ealhing nailed 6" n-center of the panel ed4e. If wall shealhinp is Iled SUFFOLK COUNTY, NEW YORK 3" on-center at the panel edge to obtain higher shear capacities nailing requirements IN structural members shall be doubled r ollemates connection , such as shear plates , shall be used to mainkairl the load froth. When wall aReatho Is continuous over connected members , the tabulated number of nails sholP be permitted to be reduced la I - I�d nail per loot _ ---- - ----- -- - - - -- c PU SU NTI AIN O S CTI N IIIN F PLUMBERCERTI 1„ATiON OF HE 14 CC DE. ON LEAD CONTE, ; 6EFORE-- _ SIMPSON LSTA — 20 GAGE CERTIFICATEOFOCCUPANCY RIDGE STRAP - ALL ROOF RAFTERS 0 BONUS ROOM ONLY SOLDER USED W WATER O CU A C O 2 x e3 TIE ® EACH RAFTER IN uEU OF STRAP SUPPLYSYS]Ln; JgNNQT ® MAIN ROOF ICE SHIELD UNOERLAYMENT EXCEED 211OOi- I% LEAD. USE U L W. UL REQUIRED - 24” FROM EDGE r V r YZ:P , V- " Y- PLUMBING WI­H( MCI IFI 'A E HURRICANE CLIP / r r w: �'r`T l o •� 5r ALL PLDMBING WASTE } 'i WATER LINES NEED OF Q r TYPICAL. 5yi;) x ALTERNATE POSITION OF I _ r r r ° C r �' ALTERNATE POP USE r /\ _ � IN BEFORE COVERING �"� ° a 0 OT ROC :ED IT oa. RA INGUNTILSU VE 0 FO ND TIO LO ATI N m®® o IB�I� HA BE ED EE , SIMPSON H2 HURRICANE --- - - ------ - - - — MST37 METAL STRAP I ` ! Q� t E� a� - m _ _- , •� APR Vc NM ew U n L© Y .G ••AQcP RO lr CLIP NAILED FROM PROVIDE 8d COMMON ® JACK POST / _ AS RAFTER TO STUD. - NAILS ® 4" O.C. AT w/ 4 - fid NAILS GTE' TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL EACH END - TVP. ',;r .' ATE% ,P• BOS - Q 8 - ed NAILS EACH ENO SHEATHING i- _— APA RATED PLYWOOD T - — _ I- -- E: - S3 Y. EXTEND rD POP of POP I ./O ' —5 1 -- OT1W2 �L NTO 4F W a 4 - ed NAILS PLATE. TYPICAL -• �,i " � LOWI D MST37 METAL STRAP / �I QRE i -. r� 1 FOl1N AT L„ z IT JACK POSTMS 27 ® STUDS -- - RP o w/ 4 - ed NAILS ®a a" o c �i' I _ _-_ _ _ r III I EACH END - TYP. , (NSU ION � m •/; ( ul m I I ...- - - � -- 4 FMAL STA V 1 _ - f`r•'- / '/ I�f i AJ - GON U L V:6i HE N DOUBLE rOP-� -PLYWOOD SHEATHING "' u - j.' .� rf f "�y 41 �pAIlfr44J�"? r'I' QUIRE DF ODE` OFI EW � PLATE , , � + ./ (I r N// TO OVER LAP BOX ' nl 7✓-fir �Y'rr x' 'Y"" 2 x 6 ®16" O.C. BEAM - TOP + BOTTOM. j 1 1 i pt' x, / /R4' r rill /171 r,lr /�,r�T.> til n� , r II I 1 !A lirf II' 1 .� L(li ,iII`i�IJ !i � �/ r 'rryl � Y RK 8T TE. ESP NEI ;LE OR � STUDS - - SIMPSON MST27I'l�i ' 11 1(, ili'll I,l"'ii,l 11,11A1N�]fi' i,�i' r.• / yy r4, i I 1 T/4" WIDE - 20 GA E { 1 W �, ON -RIiJ S. co / MAXIMUSTRAP 048" Of. }1{ 1 �•, nn �� ('�'11 't„� ?+'�vr` ' l 'lJ DATE, 06/30/2004 4 - 8d NAILS - TOP OF FOUNDATION �/ ml 1 ^ I ^yyIII � _ -- _~ — P� l� SCALE: NTS (WRAP + NAIL STRAP i' � '' // rl I �i - LrIT1idMl JIIIIIII� Itl 1 AROUND SILL(PLALS TE - 1 AT ANCHOR BOLT SIMPSON MST27 1 1/4” WIDE - 20„GAGE -- - - TITLE SHEET I JMETAL STRAP ®48 DG. _ APPLICATION Design CriteriNAIL SHEATHING TO SILL PLATEFLOOR J PERMIT ed NAILS ® 4” O.0 N 2 - 5 REBAR _ 3:%- ARP;?�'.?^�" `,:i"<:{:Ci3�ni}i'l't!'�;tjuTS:%.i Yi,:G.,:S,�a,.a ter .fi�,�•ln".'::��F?ii>T•liii='f,•'r tttt;� D I 14 B l! I L 2x TRILL PLATE art(, y�x 'Rn �'�5.��'�x:. ii •f�}�lTacfy -{Tryk;�nt __ Gl.lfera IVa ACO TREATED. l'-- 5 8" x 12" A B. ®48" OC. a JAR- , } } A' i,r T 7 A is 5 'rA J +A,O + ry.1 t f 1 + - ✓�' SEE FOUNDATION DWG / oi� Y f0 f f 2n ><"' x''u ! i II. r KYr P ctu )<u> v �� t� FOR DESIGN, w/ FENDER WASHER. r rh !� x5;r"yI cri5 11"[ in r Tilt'1{ tl of^' Sr :r 'v' yrfl�A s x 5 JUNE 30 2004 1 r DWG. NAME D .. 'a c it cr. L .. Boxer, .};u0,+....4.:;. ., .-f ...{t^..w -,•_<v ':!':..,o-... ., r r, 1.. �.i•Cl,}e, 1 _ SECTION ELEVATION �� �E X,T ; - / DWG. NO HOLD DOWN + SHEAR CONNECTION CRITICAL PATH ���` COMPLY WITH CHAPTER"46" FLOOD DAMAGE PREVENTION SOUTHOLD TONIN CODE. o g a 9 'o s w i s-i''•-:S%5; -"• 'i,'/ - - - W w - - - - - - - - - - - - - - - - - - w TREATED 2X6 RAIL CAP a W < ' SLOPE TO DRAIN G DECK FOUNDATION ./ IIII < o x o ) 2X8 TREATED GIRDER <WS N 4"%4" TREATED POST :'i w o c 4" CONC. SLAB WITH o a - a u 3 ON Y-o" DIA. soNoruBE '' III TREATED 2X2 BRACE w N � r = 6%6 t0DIS wwM 4 N MIN. 36" BELOW FINAL GRADE, OVER MOISTURE BARRIER o z d EAR ON UNDISTURBED SOIL) OVER COMPACTED FILL TREATED 2X2 PICKETS J,; < o G o < a R PITCH TO DOORS - y 0 4" O.C. IP B. TREATED 3X4 BRACE FOR g0N0NBE FOR SONONAE FOR BONDNBE N III (2) TREATED 2X8'S W/ TRT'D 2x8 & 2x10 �uu'lu4 J L 2 TREATED 1X10 FASCIA I TREATED 2X12 WOOD STEPS 1 L3'_O"X3'-O"%1'-0" i- '; BEYOND THK. SLAB W/3 r - � /„ (f 5'S EACH WAY F - �---- - [ - - - - - - - TREATED 2 6'S _ _ jI E X 3/8" LATTICE ON TRT'D. 2X4 FRAME W/ 2X4'5 UNIDERNWALAB 0 32" O.C. VERT. AND XF TRT'D. 2X8 W/ 3/4" CHAMFER TRT'D 2X8 JOIST I TRT'D 2X8 JOIST I TRT'D 2X8 JOIST •m BRACING TREATED 2X6'5 AT 0 i6" O.0 W BRIDGING I i; 2'-0" O.C. AND EACH / , ® 16" O.C. ') BRIDGING ® ifi" O.C. W/ BRIDGING o II I (12 ) , (12 ) I � I cD III I I I SIDE OF BENCH LEG III (2) 2X6'S LEGS CSD 4'-0" ® % a 3 HANDRAIL DETAIL 3/4" = 1 '-0" 4� -_ O.C., EXTEND TO BOTTOM DECK, CEDAR 24"x8" PILASTER Y-0" DIA I 2 OF DECK JOIST AND T&G 5/4X4'S ON 16"%8" CONC. FTG. SONOTUBE a ANCHOR TO DECK WITH I I PROVIDE (3) /J5 REBAR I - - • TREATED 2X8 BLOCKING o TOP OF PIER IS TO BE o % I •/ ;,%';j' %% "; ,'�'.'/)%i. 1- I 24" BELOW GRADE 1- •' AND 1/2"0 GALV. BOLTS 3'-8' F F � � � N I 3'-fi I ,� I a III o � - - - - - - - - - - - - - J TREATEDx I x III w j 12'-g' •i VENT STACK ® 16" C.C. AS REQUIRED © © II - TREATED2X8 & 2X10 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2X6 STUD WALL J 1 %- 1 L- - - - - - - - - - - - - - - - - - - - -, - - - - - - FLOOR JOIST EACHEAM POCKET EAM POCKET I EAM POCKET I EAM POCKET j SIDE OF VENT WCIL / I2610BCLOCKING ® o0PIER BEYOND FIL - J 3,_6„ WIDE I^ WAY=L HGT. OPENING I - 2X10 FL. JOIST 16" ,2%10 FL. JOIST 1 0 116" ' 'II © DECK SEAT DETAIL 3/4" O.C. W/ BRIDGI`iy (14') O.C. W/ BRIDGIBILCO DOOR o m ABOVE N — - - - - � "w BASEMENT 2X,D JOIST 'olll a 16" O.C. r l TYPICAL VENT THRU FLOOR N 4" CONC SLA (8') - L - - - 8'-0" WALL HGT. I - , - , 4" STEEL I / 3/4" I % uGHTs I fl I =COLUMN TYP__� L - - - - _JIL L / v j I EAM POCKET ll I - - I - - - - - I _ - \ ,;,j E_' �- - - \ WOOD STUDS 9 16" 11 � I -' II I 1 O.C. GENERAL NOTES o o� _ III w U I 1 . JOIST SPANS WERE DETERMINED ON THE BASIS OF THE L\_ L POWER DRIVEN ALLOWABLE STRESSES IN THE "1977 GRADING RULES OF THE IJ'-{" ^ Y-C IJ'-s" e'-g' ANCHORS ATL �- © q 4 SOUTHERN PINE INSPECTION BUREAU" GRADE NUMBER TWO 2 z z �I 8" O.C. THRU ( ) 0 0 x 4�x I KILN DRIED. In o oZ III I-- I TRT'D. PLATE o = � I M 2. PROVIDE DOUBLE JOISTS BELOW ALL PARALLEL PARTITIONS, > > 6X6-W1 .4XW1 .4 WWF @ ABOVE AND AROUND ALL OPENINGS NOT INDICATED ON it x 3 MwI _ - - _ z� w , EAM POCKET /�� J DRAWINGS. - = I ol1 II _ _ - - - - / CENTER OF SLAB (TYP.) to ^I= - J 4 3. CARRY ALL FOOTINGS TO FIRM UNDISTURBED BEARING: 1 _= J h _ _ _ [ , , , , , , , / WIRE REINF. IN 16" X 8" FOOTING FOR 8" FOUNDATION WALL WITH 2 #4 (3) rar - -i - - r - - F / THICKENED CONC. SLAB (X8'5 .O I o o II q -0 f - ,F I J REINF. RODS. - x � �. WIDE 24" X 12" FOOTING FOR 12" FOUNDATION WALL WITH 2 4 2-9 U - o / 11 REINF. RODS. # N Zpo —� _ _ _ _ w o 7, ® z _ -- � - _ -d 4. ALL WOOD USED IN CONSTRUCTION OF DECKS AND RAILING �r _J % I I % oaN I o r I - � % I F- o II \ n 6 SHALL BE TREATED. FASTNERS FOR TREATED WOOD (NAILS m L / o w 4" STEEL I ,I \ / BOLTS, HARDWARE, ETC.) SHALL BE GALVANIZED. j 4 o COLUMN TYP. m - - i,q I j I (2) #4'S CONT. 5. FRAMING DESIGN BASED ON THE FOLLOWING LOADING m z -I & a r - -� III 3'-0" % 3'-0" % I'-6" 1 % ISLOPE ON. x 3 CONDITIONS: pJ L - J CONCRETE FOOTING TYP. .� S a % 11/4' /FT. ti II ROOF & FLOOR DEAD LOADS - 15 PSF N ED = o 8" 1 '-0" 8" FLOORLLIVELLLOAD - 40 PSF 0 2�a •. a I F I .Y - 30 PSF I N ,; / L - 1- J �5•D• I I (,E d MAXIMUM WIND SPEED - 120 MPH Cid / 2x10 FL. JOIST 0 16" I VERIFY SEISMIC REQUIREMENTS FOR YOUR AREA U 2X10 FL. JOIST 0 I6" BRIDGING (14') I ' O.C. W/ BRIDGING (14•) (3)_TRT'D. - n D ETAI L AT THICKENED SLAB 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. Z TRT'D. j I IIL I II ! zxa's 7, CONTRACTOR SHALL COMPLY WITH THE CONTENTS OF THE _ m E L - LJ 3/4" = 1 '-0" SPECIFICATIONS FOR THIS HOUSE. 2 B'S I EAM POCKET III EAM POCKET %. 2 8. LOCAL SOIL CONDITIONS AND/OR LOCAL PRACTICE MAY W o p I Li ,• L_ - -_ _ _ _ - - - I - _ - _ __ - - I _ _ _ _ _ _ _ _ _ _ __ _ _ __ - II NECESSITATE A MORE STRINGENT FOOTING AND FOUNDATION 00 p r® i ;; m i, ,o , ;, /, „C ® � WALL DESIGN. CONSULT WITH LOCAL CONTRACTOR OR BUILDING -I U) ','i;;;";'% , I o - - _ - - T - - - - - - - - - _ _ - - _ _ _ _ - _ _, - - - _ - -- - - - - -- ___ INSPECTOR. SOIL DESIGN BEARING PRESSURE IS ASSUMED v,0 EDo L - - TD-{ �rdJ o m I 2000 PSF. n m R�� DECK, CEDAR i +e, r?f, 0 3 PORCH FOUNDATION y ~ N ti T&G 5/4X4'S I L%1011T . I I \�O r I (21 2X8 TREATED GIRDER Z L '4- w ti II ON 4"X4" TREATED POST U W o I 1 I� o , \ ON 1'-0" DIA. SONOTUBE CHIMNEY CONSTRUCTION REQUIREMENTS W W ^mo01 w. r ; TRT'D. 2X8 JOIST 0 � N I ON 2'-0" X 2'-0' % I'-0" CONC, FTG. _< SIN 'J" TR4' I 2X8 JOIST 0 \� a 1 . USE 1 2" PLYWOOD SHEATHING. ` W cc 00 rn TRT'D. 2X8 JOIST 0 I_ TRT'D. 2X8 1 TRVD. 2X8 JOIST 0 MIN. 36" BELOW FINAL GRADE, / r 16' O.C. W/BRIDGING O.C. W/BRIDGING L, 2. SPLICE ONLY ONE CORNER STUD AT ANY SPLICE. STAGGER N r r 16" O.C. W/BRIDGING r �(6" O.C. w/BRIDGING r �6" O.C. W/BRIDGING - - ' EAR ON un0lsiueeeo SOIL) e SPLICES AT LEAST 3'-0" AND USE 4 STUDS PER CORNER. 0 p ;� I —_ _ _ _—_—___I _I__ _______ I _____ I _ F 3, USE 10d NAILS 0 4' O.C. AROUND ALL PLYWOOD EDGES ® 9 'F - -�---- -- - - - - J L _::J_ .U=4 FIS - 2 -- - - - - - L - J L - AND 12' O.C. AT ALL INTERMEDIATE SUPPORTS. r______________-----__y '7 (2) 2x8'S TRT'D __� 24"x8" PILASTER 4. PROVIDE BLOCKING BETWEEN STUDS AT 4'-0' INTERVALS. = CID Co 3 i'-0" DIA SONOTUBE -------------------- AT PORCH AROUND PORCH 1 1 NOTE: n GO 3 Ll_________ _________LJ ON 16"%8" CONC. FTG. U T STEPS TO PROVIDE (3) #s REBAR VERIFY ALL DIMENSIONS OF I OUNDATION WALLS GRADE TOP OF PIER IS TO BE WITH BAY WINDOWS ABOVE AS NOTED PIER FOOTINGS (TYPICAL UNLESS NOTED OTHERWISE:) ® CO 3 24" BELOW GRADE WITH THE SYMBOL "#". cc N 6• 9'-4 3/4" g'-4 3/4' s'-g I/4' 9�_g• 9'-4 1/4^ B" 2'_D. 1 . PROVIDE 3'-0" X 3'-0" X 1'-6" DEEP CONCRETE FOOTING FOR SONONBE FOR SOND1UBE FDR SDNDNBE FOR SONOTUBE FOR SDNDNBE WITH 3 #4 REINF. RODS EACH WAY UNDER 4' STEEL COLUMN X 0 6D'-D° m FOUNDATION AND FIRST FLOOR FRAMING PLAN 1/4" = 1 '-0" — -- — — — <EAEDgR INTERIOR ELEVATIONS 1/4" _ ,•-D" DGHT LIGHT •T LIGHT j 11 WINDOW BEYOND 1/4" MIRROR � 4. / � IBUILT MANTEL 4,A/RROR „IROR N I SINN •I OPEN TO BREAKFAST •I •i OPEN TO KITCHEN •I REF. z SINK SINK SINK SINK - Q It FLUSH HEARTH SURROUND - - - •i •I Q 0 0 0 0 0 •I F DRYER WASHER, o o O o J MFILZ� / / \ / \ DISH- .o RANGE / \ / \ \ SKNEEPACE ' ' // \� // \� Q• /_ \ __ WASHER , •i '1 - - ---- O n GREAT ROOMp KITCHEN n KITCHEN D KITCHEN KITCHEN UTILITY n POWDER ROOM MASTER BATHBAS KITCHEN Z ILL YT �3/8/91 oc 1 \.J -/ J TH2 DO NOT SCALE KITCHEN NOT TO BE COPIED REPRODUCEDWITHOUTWITHOUT WRITTEN S RESERVED BY DONALD PERMISSION RDNER, ARCHITECT, INC. w 0 N O F RIDGE VENT w w ww o < 25-2' o 2X10 RIDGE BEAM 74-10 7'-0° 12'-0' 5'-4' T I' I' 0' 7 I < o w o 2X6 BRIDGING J ED< o w12 - - - - - - - - - - - - -I- 3F 2X6'5 ® 16" O.C. 102 2X8'S ® 16" O.C. a u G o' i < 11 11 11 MI 11 10' - R-38 INSUL. - - - TOP OF PLATE SECOND FLOOR / " II v / iI/.�� 20,_2. 1 WINDOW vv� ' \ R-38 INSUL. 12j�y I AT CLOSET BEYOND � VERIFY EAVES ALIGN i i II SCAB ON 2X4'5 TO �� 'ss STORAGE / EACH RAFTER LOAD i / I AROUND BUILDING /vv II BEDROOM 3 BEARING 1s' 'T �� v / LOAD II # WALL (8' AT DORMER) RG 2X6'5 / BEARING II I �NON-LOAD STUD WALL, ® 16" O.C. WALL BEARING R-13 INSUL. � SIMILAR TO —�f 2X D.C. ® i 6" / \ I I I WALL . — _ _ 412 3.75 i2 2X10 FLOOR JOIST ® 16" O.C. / \\ SECOND FLOOR // / GARA E II _ PLAN / / i_ 11 ir 11 11 11 11 111 Il 1111 1 11 (SUB) // / FLITCH BEAM I s I R-19 INSUL a / SEAT SEAT / HAND A oSITE MASTER BEDROOM CLOSET BREAKFAST DOOR 2 // DP # 3 OR 2 / / \ 2X10 FLOOR JOIST LOAD � -'� / I %, / I ® 12" O.C. BEARING \ / 1 1 DECK SEAT / I WALL fi" A'-a' fi" N'-4" 1 2X10 FLOOR JOIST ® 16" O.C. I I I / DECK I / - � I � FIRST FLOOR(SUB) - �I I � - - -- _ 0/1 a Ii INSUL. �' I / 1 I A C Yi' 7 z / 4 I 3 D ( / / W-W- (3)1 -3/4"X11 -7/8" LVL - m-T1 -m- _ - -- - - - _ / i B A I- - . . p1-Ii m ml �l 1-m -m \ 4 y� x.e. a 4 — �J 6 + 3 4 z I m-L, JJ- -T-I . Y f '£� i y-� O i o 8" POURED CONCRETE \ Tei- _ i � — � 2X10 FLOOR J01 ® i6" O.C. m-Il-i 11_u- ',r o / • ;' FOUNDATION WALL -1- LFn TREATED 2X8'5 5 X Q e % D x ; mm FF.-m-m- _G-II (� 1 6" O.C. H. - - „ m S m-]m-m m 4" DIA STEEL COLUMN 1 - -I -II- =m=1]1- a)=m-I �I l mW i _ �' ax DIMMER l - m� mlll Ill- _- 4" POURED ON 3' X 3' X 1 '-6" m�-m-m�-�L-II TREATED 2X8 AND i - - \ _ - D .I I I - � � ] CLOS 12,- „ v1 m-II -m- - - - --- m- -I H CONCRETE SLAB CONIC. FOOTING (TYP.) [r- L1 �I 2X10 Y / W, - m m-I -II w� / / / B K u m m m m I T 7-m DINING ROOM BREAKF T _ 1-LL-LIJ I Lull - xW n°°n �; \ xw Finas � �'rwi! �i m 1- ]-II . ILI - -m- -m-�m- -I- - - - - - Iff 1 IH d - - I-L = m- - - H -I m -T-W-I C D E m m-m 7 m- -I - -m-m-m m - -u- i- -m E .I a Wim- T - - �➢- - (s'-o" cLc. Hi.) ; O I -�-- (9'- " _ T.) o i a --_ - - =m-a-m- -m-m-m-m-m =m -m-m-m- 1- m _� -I -m- Lr m w-air a 11-mI m A m U TI LI \ P W D R. o m m-m- -m-m- =m-m-m-m- - -m m m_ - - ��I _ _ -= 1 -m- - m n- -ur-� a=11I ❑ I KITCHEN TC H E N -7-u-m-m-u-D- - m-m-m- -mom 7- -m=- - - n - -u- - urm -r .. D r m --- -m = -1 = -- - u - a r m� m-1- F�qp/ ROOM M. ❑ - - - o _ _1 _ _ _ I�I- �,_E_ I_.I_F m_1 _ _ _ IF-I . r-WI IT DIMMER q 'W` ` �g R0G°P C un°¢uu �,/ G / �yy °q \ N 2x10 RIDGE BOARD " - ^ = ;„ Lc. Hr.) ? Tr _ \ ,� SECTION - - - - -1/a" -- i-D - - - CONT. 2X4'S ISH" s r-a -- w --- 2X4'5 ® 16" O.C. �� II �- i — � � \ D. i W. p 0 0 _ 3.75 �- j I ( 3 � 2 10 1 � s F----- _ SEE WALL SECTION FOR Y " EAVE DETAIL I '% A I �.- I I 6 , , / ;,,; �/ ; , � � � 111 _ _ REF. / CL_OS ET /, '�v - - - < / i I \ - -I<- - - h / cgnPEr _ . � ' SPACE FOR TOP OF PLATE 4'-G"xr-D- C.O.� $s$. ( Is - — Ln-- ---, F- - - - - -' V I TDB 2XS'S ® 16" D.C. - - 4 T --- , - , — � MASTER BATH N R-38 INSUL. / 1 W/ CLG. HT BEARING s'-C s" s'-e' I s'-4' p 7-a• - WALL 6 m m 2X6 STUD WALL W/ - •.,�) / ' ❑ \ \ ///�W ��_ - - - \ I T R-19 INSUL GO GL ss BRIDGING / 1 % HOWEA R-30 msuL, DECK / , r-e' I \ II w, , ; N SUB FLOOR „v' / GR AT ROOM xw vL ON / / DP O 0 r lll/���///iii{{{�JJJ I 36" GAS B SECTION 1/4" 1 '-0" -� / - 1 FIREPLACE t m // // STAIR \ _ _ — r Zco E 4" CONC. SLAB _r - I j / / © , - - - - - - - - i 8" POURED CONIC. L2X10 FL. JST. ® 16" D.C.,.J., ,L I \\ / / d \ F / - m LU o FOUNDATION WALL �J I �; ; ,� ,; 1 / I 9°�-i \ \ / - 00 p STEP FOOTING m to _ _ _ ❑ MASTER BEDRO� L ^ a) GAGEY / I E— � C DOOR SCHEDULE SYMBOL ELECTRICAL LEGEND A \ j, j /1 Y7 , Z v 1Y-4' y'-a" �'�" d MARK SIZE DESCRIPTION SYMBOL DESCRIPTION L _ _ - - - - - - - - - - w eD QUAN. a'-1' _ I 3'-0" % T-0" X 1 3/4" EXT. HARDWOOD W/(2) 10" SIDELITES 1 DUPLEX OUTLET (GROUNDED TYPE) 1 ; ® \ / _ _ — — — — — _ — \ , LLJ pc 2 2'-8" X 7'-0" X 1 3/4" E%T. HARDWOOD / 1 HR. FIRE-RATED i WEATHER PROOF DUPLEX OUTLET 1 - - I VF N p 3 8'-0" X 7'-0" X 1 3/4" GARAGE DOOR 2 `�4b�/ O > I /�� p / WALL SWITCH CONTROLLED DUPLEX OUTLET \ %a / ® / / Y . 4a 6'-0" X 7'-0" X 1 3/4" EXT. WD. SLIDING GLASS, FRENCH - FWG60611 1 81 220 VOLT OUTLET OR CONNECTION \ / / I�1 WD. V 46 PR. 2 X TX 7 X 1 3/4" EXT. IDR SLIDING GLASS, FRENCH - FWG60611 1 ABOVE COUNTER LOCATION \ A A // I wr A A / 'Y 5 PR, 2'-6" X 7'-0" X 1 3/4" EXTERIOR HARDWOOD 1 ® TELEVISION ANTENNA OUTLET \ ❑ � � ❑ _ _ co co 3 6 2'-8" X T-0" X 1 3/8" INTERIOR HARDWOOD e D TELEPHONE LOCATION _ m / "l \, n 00 3 7 2'-0" X 7'-0" X 1 3/8" INTERIOR HARDWOOD 3 _ _ _ j� _ o 0 8 2'-4" X 7'-0" X 1 3/e" INTERIOR HARDWOOD 6 © DOOR CHIME LOCATION e - _ _ -I _ ' - _ _ _ _ _ I 3 9 55" % 72"+12" EXTENSION STEEL BASEMENT DOOR 1 120 VOLT JUNCTION BOX - - - / - _ - - - - _ _ - _ _ - - - +- - 6Xfi MN ( " SINGLE POLE WALL SWITCH - - B PORCH COLUMN (TYP.) ® N % 3-WAY WALL SWITCH / 177— _ _ ® Q X CEILING MOUNTED LIGHT FIXTURE / WINDOW SCHEDULE SYMBOL ❑ - - - - - - - - - - _ — � j- - - - HB. m WALL BRACKET MOUNTED LIGHT FIXTURE y_ - - - - - - - -1 PULL-DOWN CEILING MOUNTED LIGHT FIXTURE - 1 - - - - - - - - - - - - - - " - I MARK SIZE QUAN. DESCRIPTION RECESSED DIRECTIONAL CURING LIGHT FIXTURE �EREO AR A 2'-9' x 5'-5' 10 D.H. TW 2852 ® RECESSED CEILING LIGHT FIXTURE I I I ��Sa��.UE(-1 .. OF COL. OF COL. OF COLL I OF COL. R' m B 2'-1' x 4'-9' 4 D.H. TW 2046 ® Y - ONE TUBE FLUORESCENT LICNT F EXTER CAST FLOOD E 5'�4' x 5=7' 1 PALLADIAN SPECIAL DESIGN TW 2052 `\ /J CEILING RMOUNTEDLFAN UM PAODLL LIGHTS J, lU" 6'-A" 2'-2' fi" 4'-6" 9 fi 1 fi s 9 6 9-9, D (2) 2'-9' x 5'-5' 1 D.H. MULLED TW 2852 9'-9" 9'-6" 11 1 n F (2) 2'-6' x 3'-5' 1 D.H. TW 2432 ® 2'-2" 6'-9" S-10' 6 CEILING MOUNTED FAN - EXHAUST G 3'-5' x I'-8' I AWNING AN 351 4'-4' 2'-0' n 0• CURING MOUNTED FAN AND HEATER 35' 4' 6'-4" Y-O' IP-0" N I } n H 2'-4' x 4'-5' 2 CASEMENT CW 145 �f l � L � 2 FIXED BAY WITH (2) ➢.H. UNITS. TW 2042 P.F PORGEUIN FIXTURE 60-0" 111 o J 4'-4' x 4'-2' 1 (VERIFY DIMENSIONS PRIOR TO CONSTR) DHP 31042 ® DOOR BELL BUTTON Z�Y 0 `A a K 6'-0' X 6'-11' 2 FRENCH DOOR FWH 60611 APLR E]sx. SMOKE DETECTOR FIRST FLUOR PLAN 4 = , '-o" SQUARE FOOTAGECL N L 3'-0' X 1'-6' 6 BASEMENT WINDOW, VENTED FWH 60611 APLR 2cTl. CEILING MOUNTED FAN, LIGHT, AND HEATER / FIRST FLOOR = 1356 �F Z i }J. SECOND FLOOR = 542 a ALL WINDOWS ARE INSULATED AND WEATHERSTRIPPED, TOTAL HEATED = 1898 G. VERIFY LOCAL CODE EGRESS WINDOW REQUIREMENTS PRIOR TO CONSTRUCTION O 0 J U BONUS ROOM = 433 z U- LU s VERIFY WINDOW MODEL NUMBERS AND SIZES WITH MANUFACTURER BEFORE m i i STARTING CONSTRUCTION. - - _-- -- —623-NOT SCALE DRAWINGS.-ii.- ---- - - (zj In - jE SEE BUILDING ELEVATIONS, COPYRIGHT ©3/B/91 ALL RIGHTS RESERVED BY DONALD A. GARDNER, ARCHITECT, INC. 1XT w Q -- - -- - -- - - --- -- -- NOT TO BE CMEED OR REPRODUCED WITHOUT WRITTEN PERMISSION p ci N IL Q 1 J S o RIDGE STRAPS EACH PAIR OF RAFTERS SCISSUHS IKUJS SEL FRONT ELEVATION i p N w 4 Q ` 3" X 15 1 /8" GLUE w V = a a LAM. BEAM z � (2)-2X6'S ® 48" O.C. DORMER w O m 6 y W/ BALCONY TOP OF PLATE w N a 3 SECOND FLOOR o U o 5 2X8 S ® 16" O.C. 2" AIR SPACE '�$ / - - (2) 2X8'5 - - - a � t. o a 8' _ TOP OF PLATE _BONUS_ ROOM_ R-38 INSUL. -DORMER WINDOW SEE 2" AIR SPACE SCAB ON 2X4'S \ FRONT ELEVATION IN ® EA. RAFTER 12 Z = R-38 INSUL. N z 4 R-19 INSUL. m BONUS ROOM _ _ ' VERIFY EAVES ALIGN m SECOND FLOOR BONUS ROOM AROUND BUILDING / _ SECOND FLOOR (SUB) SCAB-ON 2X4'S 2X6 STUD - - SUB TO 2X8 RAFTERS WALL, ® R-19 INSUL. I o 16" O.C. yBONU ROOM HANDRAIL AT BONUS ROOM (2) 2X10'5 m FLOOR (SUB) BEYOND (2) 2X10'5 5'-2" FOYER s M 2X4 KNEE WALL BRACE �� 3'-9--� 2 2X10'5 a m ® 32" O.C. TYPICAL GLUE LAM. BEAM - ( ) - 'v DOUBLE BLOCKING N UNDER WALL f - STAIR 2X10 FLOOR JOIST ® 16" O.C. _ ° GARAGE -' TO BASEMENT ,o GARAGE M (2) 2X10'S FIRST FLOOR 2X4 STUDS @ 16" D.C. ? 1 ❑1< A I ® 5 4" CONC. FLOOR SLAB FIRST FLOOR (SUB) LOWER WALL - ATTIc / \ •� ;, grrlc - -- - - - - - - - - '� ACCESS - - - - (SUB) GARAGE FLOOR L i - - - - - - - - - - - - - - - - - i L % COLUMIN SEE / BASEMENT STRUCTURAL 2 = POURED CONCRETE - ORAWJO / FOUNDATION WALLS \ i - --- \ L - -- - - - - - - SECTION 1/4" = 1 '-0" 4 (MIN. 36" BELOW FINAL GRADE, 11'-1D t/2" 4'-1 1/2" 9'-b" j- - - - - - - - - - \ z 4 �+I -� BEAR ON UNDISTURBED SOIL) 1s TR. ® 9-b 12 TR. ® 9.S' 8'-0" CEIL. HT. i o 240# SHINGLES 15# FELT �1 FOYER STAIR SECTION 1/4" = 1 '-0" �1 BONUS ROOM STAIR SECTION 1/4" = 1 '-0" 4 4 i `,� \ y R-38 INSULATION - - ' -- ' T �. 2X8'S @ 16" O.C. - - - - - � ED 12 HURRICANE CLIPS EACH RAFTER \\ 12 10 8-8d COMMON NAILS EACH END \ 12 O1 - BONUS ROOM — - - 18 GA. ANCHORS ® 16" O.C. o 2X4 BLOCKING z 8'-0" CEIL HT. ON 2X10 \ TO TIE ROOF TO WALL BLOCKING -,, x i m 1'-D i $ 20 i ATTIC ACCESS % O\ 1/2" PLYWOOD SHEATHING o o (D 2XB'S ® 16" O.C. _ z o _ TOP OF PLATE KNEE WALL - — - - fi 3fi. �, 26,_4.. s a N CUT TRIMMER FROM 2X8 w w TOP OF PLATE 2X4 KNEE WALL BRACE '%' i ® 32" O.C. m 1X8 WOOD FASCIA WITH 1X4 TRIM BONUS ROOM (SUB) 3 4 g 4 - - - - - - - - - - - - 3/8" PLYWOOD SOFFIT W/ 2" VENT m r - - - - - - - - - - - - - 3 TOP OF PLATEGARAGE m I m - — - - — - — - — - — - 2X10 CONT. AND 2X10 BLOCKING 17-C s" +'-s" CD 1X4 WOOD TRIM BOARD © rn CIA STRAP TIES C 32" O.C. Cie 1 X8 HORIZ. WOOD SIDING W/6" EXPOSURE I ❑ ° ci 1/2" PLYWOOD SUBFLOOR :, I U N Z BLOCKING ATTICV M. % ATTIC — m E mss /8" GYP. BOAR % ACCESS / ❑ % ACCESS W 0 0 ° .. �s.n. xw_aooa J m 2X6 STUDS @ 16" O.C. iv ? N22"X36" AM01 J m = -� n'- a1 — — — — O ( P,ACCESS PANEL O C 2X6 WOOD STUDS @ 16" O.C. BLOCKING ^ Z • ,p im Co N� ® LV m © O1 1 /2" GYP. BOARD - BEDROOM #2 BEDROOM #3 v C1P�Ef � j� N ❑ 00 (o S s ^ m 3 R-19 BATT INSULATION a ❑ ,� - y1 / O ,� O „ j; /� U m 3 r -- - - - - - i - - - - - R-19 BATT INSULATION 4" CONC. SLAB W 6X6 10 10 WWM FIRST FLOOR (SUB) FIRST FLOOR (SUB) / / _ _ STAIR 5/8"0 GALV. A.B. CSD 4'-0" O.C. /, ATT( ACCESS j A ! ATTIIC 'i i p Pp (� 0 ACCESS % 0 TREATED 2X6 PLATE ? 1 i / m ° 3/4" SUBFLOOR, NAILED AND GLUED LOOR a (2) #5 REBARS 1 r ', i - ''U ED A& / ° I ° is --- - POURED CONCRETE FOUNDATION WALL �J (2) #5 RE8AR5m ¢• ,� n-1 7-6' 1'-I6' G' T-4• fi" R-6" C TSG" 6 4 6 fi' 3'-4' 8" POURED CONCRETE WALL a I ' i , i•- f 7f W/ 5/8"0 A.B. @ 4'-0" O.C. TO 6 MIL POLY. VAPOR BARRIER ° ':! CATHEDRAL 1 • �Id SECURE TREATED 2X6 PLATE. I H CEILING L=II1„T' 3/8" EXPANSION JOINT FILLER I ❑ � IDilr ° L - - - - - - - - - - %; % - - - - 7�7 n5 -11F WINDOW MEETS EGRESS r Q ° WINDOW MEETS EGRESS ❑E REQUIREMENTS REQUIREMENTS N AS PER NY$ COUE B o Q FOR FOOTING SIZE & REINF. AS PER NYS CODE SEE GENERAL NOTES 8" P.C.WALL ON 4. Z 16' X 8" CONC. FTG. M W' 2" X4" CONT. KEYWAY2 WALL SECTION 3/4" = 1 '-O" U U L - - - - - - - - - - - - - - - - - _ - - - - z OW 1 WALL SECTION 3/4" = 1 '-O" 4 SECOND FLOOR PLAN 1/4" = 1 '-0" ,� w `r " Q DO NOT SCALE DRAWINGS. Q i COPYRIGHT ©3/B 91 ALL RIGHTS RESERVED BY DONALD A. GARDNER, ARCHITECT, INC. w = Z Z NOT TO BE COPI1D OR REPRODUCED WITHOUT WRITTEN PERMISSION = w o _ _ Z p 3 n QJ p 6 4 ✓, S SI/1 1S- O C1 m p Y RIDGE VENT CHIMNEY WOOD SIDING 240# SHINGLES 12 SCISSORS TRUSS 12 � BEYOND IN DORMER RIDGE VENT 21 12 \\ 1X8 W/ 1X4 TRIM / TOP OF PLATE RIDGE VENT / ! 8 ,Z\ ;� SECOND FLOOR GABLE VENT _ RIDGE VENT ! '\ RIDGE VENT DORMER RIDGE VENT / / \ RIDGE VENT \\, CONCEALED RIDGE VENT CONCEALED f N �� � FLASHING FLASHING CONCEALED I%8 W/ 1X4 TRIM 240f/ SHINGLES TOP OF PLATE FLASHING '\ 12 / secDND FLoO TOP OF PLATE 12 ! 80NU ROOM / / - - - - - - - - - - CONCEALED 10�// —SECOND FLOOR FLASHING / \\ RIDGE VENT 12 N (SUB) / i ® D �12 3-76r ROOF TO GABLE VEZT Lm - - _ -ROOF TO IF zfffWALL VENT 10 WALL VENT % SECO 0 FLOG w Ll Li ® �- ® ® (SUB) - 0_ a \ (SUB ROOM Z _ 00 _ O J m M - N m m - 0 - _ _ - - - - - - - - ® TD I m p FRST FLOOR N - - _(SUB) _ _ _ _ - _ _ FIRST FLOOR - (SUB) 01 _ I%4 TRIM BOARD 1%8 HORIZ. WOOD SIDING WITH G" EXPOSURE 1%8 HORIZ. WOOD SIDING STUCCO LATTICE BASEMENT WOOD STEPS TO 6X6 WOOD 4x4 POST BEYOND WITH 6" EXPOSURE 0 m WINDOW GRADE COLUMN o m RIGHT SIDE ELEVATION 3/16" = V-O" N FRONT ELEVATION 1/4" = V-O" o 0 wL CID co 04 � U U Z N RIDGE VENT GABLE VENT 1X8 W/ 1X4 TRIM W O RIDGE VENT RIDGE VENT J QO Lo 12 RIDGE VENT f240#' SHINGLES J 12F GABLE VENT �24D�' SHINGLES _ - - \ ~ > n 240$ SHINGLES 1X8 W/ 1X4 TRIM Z � 12 TOP OF PLATE CONCEALED FLASHING 12 ` TOP OF PLATE 0 W 10E- SECOND FLOOR co 12RIDGE VENT SECOND FLOOR — - — - _J— _ W CONCEALED TOP OF PLATE ® W Cc co FLASHING BONUS R CM _ _ _ _ — GABLE VENT // ONCEALED FLASHING = (� N n - - - - - - N 12111 12 RIDGE VENT--,,., Lo \ _ - ro i = CID (O FOR INFORMATION °� .! SECOND FLOOR ON FASCIA SEE 1p ROOF TO WALL VENT (SUB) T 0� WALL SECTION (SUB)SECOND L00 \ z V BONU _ _ — ® cc N (SUB)S R OM- -�- _ In 1X8 HORIZ. WOOD SIDING WITH 6" EXPOSURE ,IFIRST FLOOR FIRST FL R I�(SUB) (SUB) - 1 7k ,rte_' Ild STUCCO BENCH SEAT BENCH SEAT ACCESS DOOR 1X4 TRIM BOARD LATTICE-/ REAR ELEVATION 3/16" = I'-D" LEFT SIDE ELEVATION 3/16" o a — N - - O - C5 o s Z d) 4 3 DO NOT SCALE DRAWINGS. ljl w LLL p -- - _ - - —_—_ - - COPYRIGHT © TED ALL RIGHTS RESERVED BY DONALD A. GARDNER, ARCHITECT, INC. w = NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION o (V 0 � a i i 0 o 0 a J j O _ _ '- THIS SYMBOL INDICATES LOAD BEARING o o N i `> T INTERIOR WALLS. ALL EXTERIOR WALLS z w I-12 12 1 C9X13.4 WITH (2) 2X10'S AND 2'-0" O.C. MAX. ARE LOAD BEARING 12 -112 2X8 SPACER. 3/4"0 THRU BOLTS z a I ® 32" O.C. TOP AND BOTTOM, END OF 2X 3/4"0 BOLTS -� INDICATES GALV. 16 GA. X 1 1/4" STRAP 1 ? U w CROSS BRACING FROM BOTTOM OF WALL o '^ STAGGER 16 O.C. (TYPICAL ALL & PLATE— AMS) WASHERS iv PLATE TO TOP OF WALL PLATE. " w FLITCH BEAMS) o N W z a vF WHEN AT WINDOWS, LAP WINDOW HEADER o SO X-BRACING ANGLE IS AS CLOSE TO < „ a < NOTE, SUPPORT JOIST WITH 3" MIN. iv 45 DEGREES AS POSSIBLE, BUT NOT LESS rL - LEDGERS OR JOIST HANGERS BEARING THAN 60 DEGREES FROM THE HORIZONTAL. USE PLYWOOD CORNER BRACING AT ALL 4 1/2" 10" 2'-0" O.C. MAX. CORNERS WITHOUT METAL STRAPS. I I I NOTES: O INDICATES THE NUMBER OF STUDS 1. WHERE BEAM IS USED ON EXTERIOR WALLS, UNDER BEAM ABOVE - - - - - - JI USE CARRIAGE HEAD BOLTS ON EXPOSED FACE BEAM SECTION 1 1/2" = 1 '-0' 2. NO SPLICES IN LUMBER OR STEEL PLATE MATERIAL SPECS F J BETWEEN SUPPORTS LAMINATED VENEER LUMBER GANG LAM LVL, 12 1 �� SHALL BE BY LOUISIANA-PACIFIC OF 1 e'7 5� WILMINGTON, NC (800-999 9105) OR TYPICAL FLITCH BEAM DETAIL APPROVED EQUAL SUPPLIER. r TO WINDOW LINTEL BELOW NOT TO NOT FROM BEAM ABOVE PROPERTIES SHALL MEET OR EXCEED: Ix 12 F = 3100 PSI 121- -1,2 Fv = 290 P E = 2,000,000 PSI - - 1 'OF 1 (2J I-3/4" X 11-I/2'I LVL 2 I I �°� 1 1 11 IRI- (2) 2xe OL AR TIES O 48" O.C.I (2) 2%e COLLAR TIES O 48" O.C. Vo' 12' O.0 O J '°r & 2%8 RA iERS ® 16" O.C. I & 2%8 RAFTERS IS 16" o.C• FOR (2) OR (3) GANG LAM. O o I _ 1 I 1 1 3/4' BEAMS, NAIL MEMBERS h211111 A NC WALL FOR 'ROOF W4RSI / • TOGETHER W 16d NAILSO VALLEY BEAMI STAGGERED TOP AND BOTTOM, CD I ° (2) 1-3/4" 9-1/2" LVL mEACH FACE Q� / I \ -- - -].ler Ix 1z Ix 1z 1z ]Ash v K •• m12(- �C: 12(- �Il 12r (n , NOTE: GLOE IAM. BEAMSOOLMFIo1 DEAMLUE " 3 zMULTIPLE GANG LAM. DETAIL ; AND E=°DUU.ODp 90I. 51 ZITO BE SOUTHERN L- L - (2) 2%e'S I _—- Ox 2 2 _ — - — - —6 3/4" % I] 7/6" GLUE IAM. BEAM - - - - - - L - - - 1 J �I/ 20 FROM BEAM ABOVE — 313r i O TO WINDOW LINTEL BELOW . O (-) 2X10's ® GARAGE 4 2� m z ' - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - BONUS ROOM - - ' a - - - - - - - - - - - - - - - - - - - - - gym GET _w ° ROOF PLAN BEARING WALL FOR S~ o N w ROOF RAFTERS ] tl m U a 2%4 NAILER OVERtl DECK '4 s I CD mo 1 �GAq AGE ROOF O O N / ` I GANG AM LVL'S Z OVERHANG O T------------------- - N M p -I2X8 RAFTERS * 16" O.C. SIS RAFTERS O 16" O.C. OVERHANG W2%e CCG. JSTO 1e" O.C. 2 — J ] 2%105 < (3) zxrn's I I - - - 2 - - - 1 I 2%B CLC. JST. O 1fi" 0. BE RING WALL m \ 30 ✓. "� WITH BRIDGING (I4') O i9 2X10 FLOOR JOIST O I6" 0.0. b 2 3 I DINING ROOM ma WITH BRIDGING (12') - BREAKFAST " (2) rc e o d I 2.4 KIPSm� (8'-0" CLG. HT.) (9CLG. HT. (3) 2%10'5 3 o L 2 2 2.4 KIP11 (3) 2KID'SL OD BAT' 1`2 2%10 FLOOR JOIST . 16" D.B. KITCHEN 2 0 m (8 -0" CCG. HT.) WITH aRlDcwc (uq . m 2X8 CLG. JST. & 2X& O 2X10 FLOOR JOIST O I6" ox ,G 3 o a O BEARING WALL 0) RA 5 le" D.C. FLITCH BEAM (2) 2%10'5 1 I -FOR_RAFTERS-__ o WITH BRIDGING(12') 2X10 FLOOR JOIST O 10" O.0 I �I N W/ C9 x 13.4 C ,/ FOR BEARING WALL ABOVE 6 �p FLITCH BEAM (2) 2%10's W/ I WITH BRIDGING (IY) O 1 1 L - -- - BR 3)1 3/4 %9 1/4" I/4"X9'• STEEL PLATE FOR BEARING -I - - - T , O V O C.L(LVCS/ " / 3.3 WALL ABOVE °R (2)1 3/4"X9 1/4" 1 (2) 2%10'5 O BEARING WALL 6J _ __ IP C.L. LVCB 1.5 KIPS BEARING WALL ____ __ 4 _ ____ r--_----- z 2x -1 BEARING WALL FOR O 2 105 BEARING WALL FOR a SKID JOIST O I6" O.C,I �- O �\ O m ROOF RAFTERS °� 5.0 KIPS 1 3.3 KIPS I (\\/� \)/y I m V 1° ROOF RAFTERS f — t 1 2 2 2 Z Z 9 d a 6 l N WITH aRIOCmC-(1�- - - - � 1 —3o a m L2) 2X1O'$ L___ 1 (2) zx10•s (- - - - - -zr 5u - - me MASTER BATH an d w o 0 rc m O m O O o 2%10 fLBBR JOIST O Ib" O.G x� y d I v -- BEDROOM #2 a ° ° 00 G BEDROOM #'J I I n V WITH BRIDGING (I a') ? FROM SEA —n mo-1 - - - - - Z%10 RIDGE BOARD co J O _______ _____ _______ y d I / O TO PIDSE eD.O = mp ¢ u _ IQ Jo 2X10 FLOOR JOIST O I6" O.C. _ _ m I d FROM BEAM F� d G TO RIDGE B0. �- > (3) 2%KN CON i.I u ° I I s WITH BRIDGING (14') o - - - - - O I m4 e C O FROM KNEE d (3) KNE CONI. CLOSET WALL UP TO FROM WALL UP KNEE I r �m 3F n l .. Z RIDGE, TYPICAL �: 222 0 & '-° I RIDGE, TYPICAL I I "' w .". _ — - I - I �/ W NON-BEARING = o O ° — I M3 GREAT ROOM 30 a Q (2) 2X1D•B 0 _ I �I-(z) 2X6'5 .� W 00 L Do WALL BEARING WALL FOR NON-BEARING z 9 BEARING WALL .L-`- 2 ROOF RAFTERS WALL I I A - 2X10 FLOOR JOIST O 16" O.C. 2 FOR CEILING JOISTS ,T/Rl�'^ UI N C • - - - - - - '- DOUBLE JOIST_—_—mo 4 'S —- WITH BRIDGING 15—_—' I _J O (2) 2%10'5 .. f— 2�A O O 2 2%e'S 2 _ 2 2X8'5 DOUBLE JOIST y O ROOF G LL ERS STAIR WAL 0 I 2 1.2 KIP 2 12 - ROOF RAFTERS I I 4J HI 5 1 ----- - -- - co 3 STAIR FLITCH BEAM (z) 2%105 AJ HIPS FLITCH BEAM (2) 2%IO'S m I c n 3 BEARING WALL FOR i 1 I W/ I/2"X9" STEEL PLATE .Ji O W/ 1/2"X9" STEEL PLATE 2 /1 ROOF RAFTERS FOR BEARING"WALL ABOVE 1- FOR BEARING WALL ABOVE U +� (KNEE WALL BEARING WALL FOR (ROOF KNEE WALL) O OR (3)I 3/4 XD 1/4 C.L. LVL 3 o OR (3)1 3/4"X9 1/4" C.L. LVL m 2%6 RAFTERS & OPEN a - o MASTER BEDROOMUO 2X6 RAFTERS & 2XIU FLOOR JOIST O 16" QC. O _I CEILING 0 JOIST% yS CEILING JOIST Oi I I v WITH BRIDGING (14') n I 'I 2%10 FLOOR JOIST O I6" D.C. O I Q X ti SCISSORS TRUSS AT 1 " O.C. I DORMER O I5" O.C. I - , OPEN WITH BRIDGING (111.) Q LL:� c c r,z - SEE BUILDING CROSS v� m ° SECTION AND FRONT ;05 amu\ m ELEVATION 3r 4 O 20 DOUBLE JOIST DOUBLE JOIST 2 M� U - - - - - Lrrc oo � LINTEL IN TE2LXU1U0.5N.ON. �1 �WoM.+Ju. IAE[[I�FRhA 9ysr�o1 -l{A - / d 5 /PORCH ! I - - - - - - - - - - - - - - - - - - - - - - - - (z) zx10's (z) zx 's (2) 22105 (2) 2%105 2X10'5 - - - - - - - - - - - - ` 6%6 TRITE. -1 WOOD COL. (L (TYPICAL) J ROOF AND CEILING STRUCTURAL PLAN 1/4" - , '-D" O O 7 SECOND FLOOR STRUCTURAL PLAN 1/4" = 1 '-0" - - - -- - DO NOT SCALE DRAWINGS. z F COPYRIGHT ©3/8/91 ALL RIGHTS RESERVED BY DONALD A. CARDNER, ARCHITECT, INC. ('1T w NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION 0 N N N