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29492-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30771 Date: 02/15/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 1615 HILLCREST DR ORIENT (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 13 Block 2 Lot 8.12 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 14, 2003 pursuant to which Building Permit No. 29492-Z dated JUNE 16, 2003 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 FRONT PORCH AS APPLIED FOR. The certificate is issued to BAYBERRY BUILDERS, INC. (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-00-0271 07/07/04 ELECTRICAL CERTIFICATE NO. 84437C 06/10/04 PLUMBERS CERTIFICATION DATED 11/01/04 T&F ENTERPRISES, INC. A ize Sign ure Rev. 1/81 C �-yA -C) Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY j 1 4 This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool $25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. 3/ New Construction: V Old or Pre-existing Building: (check one) Location of Property: I o C(' t /W�MJ� ?57"��✓l House No. Street Hamlet Owner or Owners of Property: �- Suffolk County Tax Map No 1000, Section /3 Block 02 Lot_ ��- Subdivision C57 Filed Map. �/ b Lot: /0 Permit No. - Date of Permit. 61// Applicant: h)Z& Health Dept. Approval: -77`4/0 Underwriters Approval: (`� Planning Board Approval: / Request for: Temporary Certificate Final Certificate: 1/ (check one) Fee Submitted: $ Applicant Signature ca E367 � ! o�StfFO�,�c Town Hall,53095 Main Road � � Fax(631)765-9502 P.O. Box 1179 �,y • �'� Telephone(631) 765-1802 Southold,New York 11971-0959JIF �a0 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: //1 / 16tl Building Permit No. 2 Cf Ll q 2 — Owner: C-(— A,,, i ( S L(,C, (Please int) Plumber: d--- �✓ 'e�,p�'IS�e S ��J L _ (Please print) /r I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. umbers Si ature) Sworn to before me this day of 20OLI LAUREN K.SMITH Notary Public•State of New York --hu No.01 SM6011907 Qualified in Suffolk County My Commission Expires Aug.17, d 006 Notary Public, County 0, 3�;2•i�� '; X1151•. s'F.�. ✓rti rr.. tr`✓ � � �'S.ts,✓r.. ✓;r�'4 sr;.s'`s`i +'•. .3•.S.!♦i.`t.'1'y' _tom .� t . .\. sry.,r' ♦ •.s, { 1..yrrf,.e ' •� ,r{g s ,yrl,,.,.s,�,..f 'Sc ,,�,. b:,.�. .. '�t4..• 1,✓ diJ ••4 i• •i Ys 'i•;S ...••••'p•� •.J •f�• •f�0. � . ',r�PYi ff�'.•r J••.•i N'01 ffi•Nv A ff♦ •'o ♦ i N = - Electrical Inspection Certificate = � y, Issue Date Electrical Inspection Service, Inc. Application Number "rc _ 6/10/2004 375 Dunton Avenue 84437C H'ofr East Patchogue, New York 11772 (631)286-6642 s:;< Ion Issued To: Bayberry Builders Street: 1615 Hillcrest Avenue H Village: Orient Zip: 11957 Town: Southold Section: Block: Lot: 3' 2 Contractor: New Age Electric (L) Lic. # 4816-E y Was examined and found to be in compliance with the National Electrical Code. . ❑ Commercial ❑ NV Defects ❑ Pool ❑X 1st Floor ❑x Indoor ❑X Basement ❑ Hot Tub YFw r XI Residential ❑ Det.Garage ❑ Attic X1 2nd Floor ❑ Outdoor ❑ Addition ❑ Survey -� H,�✓ri�~ � aaryMN 1, Switches Receptacles Fixtures GFI Heaters A/C Fans 29 52 34 9 2 3 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves 1 1 20 1 20 Furnace Oil Gas Circulators Smoke Detector Bell Transformer `M ryll X 7 _ ;✓�f�Il U..., Meter Amps Phase UG/OH Jacuzzi Television CO Detector U, 1 200 1 ❑x / 1 1 '' f•� i�yMA r=z Bldg. Permit: , Other Equipment 0amp ac/30amp well Hugo . Surdi :' President ys Rough Inspection: 01/27/2004 y a` Inspector: Sean P.Hightower Final Inspection: 06/10/2004 ." till !• Inspector: John McMahon III v This certificate must not be altered in any manner. Inspectors may be identified by their credentials. N�itir i'�IfL R � ` f t f t 4 + N v�•1 V'�.p iy �♦ • r !��r� •• r�ry�i drl�i ! �•♦ }v� •CJ!•• ��i.�i!•1�I �•! •J... �� ,♦ •�:•:W �f�i•1 �••��.�:•: '♦ � r �h19•�w..a f... 1 e!! Pillr ❖ i "} s'..•:�r. O _f •�.•,y �r r. �,.. ,.'�E. L,.,46 ! S y .A 1• ?J..,a�3s✓��.� rs �•ti� t a_4 � �fs'a�F :�,xat' � 4=.•� i �y'�❖�' ,•tv,✓' ',.t•• �^� ?-.:'�Y"�Jz��•.3�' .✓�" _ t`+ !�: -� _yam s•'�'; �_ �-.rr .-+'•��'�aL.�. \may!\�y ..s-::'�a1� k_� _ `__ `r ELECTRICAL INSPECTION SERVICE,INC.,is not responsible for the existing conditions at the subject premises. ELECTRICAL INSPECTION SERVICE, INC., is not responsible for corrections, upgrading or replacement of exiting electrical violations at the subject premises. Any corrective work shall be solely the responsibility of the property owner. ELECTRICAL INSPECTION SERVICE, INC., DOES NOT WARRANTY OR UNDERWRITE THE ELECTRICAL CONDITIONS AT THE PREMISES. ELECTRICAL INSPECTION SERVICE, INC., only recognizes the National Electrical Code, the New York State Building Construction Code and Local Municipal Codes. AN ELECTRICAL SURVEY consists of a visual examination of the premises ONLY: Electrical Inspection Service Inc.,will comply with the requirements of NFPA 73, latest edition Chapter 1, Section 1-1, 1-2. If violations exist a letter will be issued requiring correction by a licensed electrical contractor. After the violation has been corrected, a re-inspection will be conducted and if approved,a certificate shall be issued. A SURVEY CERTIFICATE does not examine the actual wiring or devices unless all walls are opened and wires and devices are exposed prior to the survey being conducted. A CERTIFICATE is non-transferable. AN ELECTRICAL INSPECTION consists of an examination of wiring and installations during the rough stages of construction. After completion of the construction,a final inspection will be conducted. At which time a certificate will be issued provided no violation exists. In the event no inspection is requested during the rough stages of construction, ELECTRICAL INSPECTION SERVICE,INC.,at the inspector's discretion,will handle the situation on a case to case basis. ELECTRICAL INSPECTION SERVICE, INC., shall not be responsible to remove any walls in order to conduct an electrical inspection. ELECTRICAL INSPECTION SERVICE,INC.,will only release information certificates and reports to the applicant after payment for services rendered have been paid in full. ELECTRICAL INSPECTION SERVICE,INC.,assumes no liability for the results of its inspections. The agreement may not be changed orally. HAWKINS WEBB JAEGER ASSOC. P.C. ENGINEERS ■ ARCHITECTS ■ SURVEYORS ■ PLANNERS ESTAB.1872 WILLIAM L.JA EGER II P.E. L.S. MATTHEW D. CRANE L.S. _MICHAEL F. MORBILLO AIA FRANCIS A.HAWKINS 1913 HERMAN P.HAWKINS 1962 CHARLES S.WEBB JR.L.S. June 13, 2003 Building Department Town of Southold Town Hall, 53095 Main Road Southold, N.Y. 11971 Re: Bayberry Builders Dear Sir, This letter is to inform you that the design loading for the above referenced project is in conformance to the New York State Building Code which is as follows. First Floor Live Load: 40 pounds per square foot Second Floor Live Load: 30 pounds per square foot This supercedes the typographical error as stated on drawing A-0. Also please note that a 2'-0" continuous ice dam shield will be installed at all eaves and overhangs. If you have any questions or would like to discuss this matter further then please contact me at my office at (631)473-1900 x 112. Thank you for your attention to this matter. incerely, Michael F. Morbillo, IA Architectural Department Manager t,,ED A P RrNC/s 4f 0 0 * � o yT No.025202 0 OF WEA 200 EAST BROADWAY PORT JEFFERSON NY 11777 PHONE(631)473-1900 FAX(631)473 0486 visit our web site at www.nwlaeger.com WARREN A.SAMBACM,SR. 20�AtN+ CONSULTING ENGINEERS•PLANNERS Xk&4i' Rt� �4X P.O.BOX 791 255 Dogti: ood.w bgUe„ 4111 East Marion NY 11971 Building Depart Town of South Town H A;-- 53095 Main Road Southold NY 11971 To Whom it May Concern: Re: Bayberry Builders LLC 1615 Hillcrest Orient NY Site inspection at the above new house reveals that the handrail at each end of the stairs conforms to New York State Building Code and the Town of Southold. Building code. Sincerly, 1 Warren A, Sambach, P.E. rV,- z Z O U)U. rV, S O � LtCENs� File No. 5404 WARREN A.SAMBACH,SR. CONSULTING ENGINEERS•PLANNERS O / "?6 7675 COX LANE • P.O.BOX 1033 �QOq CUTCHOGUE,NY 11935 Y 631-477-2521 October 24 2004 Building Department Town of Southold Main Road. Town of Southold NY 11971 Re: Bayberry Builders LLC POB 311 Wading River NY 11792-0311 SCTM-1000-43-2-8, 12 1615 Hillcrest Orient NY BP #294922 To Whom it Concerb The installation of hand rails on the stairs at the front entrance conforms to the New New York State Building Code. Sincerly, vv�a Warren A. Sambach Sr. P.E. Of fJE►y j,OR 2� .yo 23��0 �FESSION 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. 29492 Z Date JUNE 16, 2003 Permission is hereby granted to: DEBRA A ROTH 235 EAST 22ND ST APT 2G NEW YORK,NY 10010 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE & COVERED FRONT PORCH AS APPLIED FOR at premises located at 1615 HILLCREST DR ORIENT County Tax Map No. 473889 Section 013 Block 0002 Lot No. 008 . 012 pursuant to application dated MAY 14, 2003 and approved by the Building Inspector to expire on DECEMBER 16, 2004 . Fee $ 1, 505 . 10 Authorized Signature ORIGINAL Rev. 5/8/02 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ j ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSU ATION [ ] FRAMING [ kTVINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ,�'?,�� REMARKS: C-3 6id�_ _sa_ �ln . ,(el &ozw_�_ Ov, s DATE 11,1olINSPECTOR '"� 765-iso2 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE � 710 INSPECTOR M-1802 BUILDING DEPT. INSPECTIO�1 [ ] FOUNDATION IST [l000F1 P BG. [ ] FO ATION 2ND [ F ING [ j FINAL [ FIREPLAC 8 CHIMNEY REARKS:Lwmel dfz DATE��._'�`�_IN8PECT0 suauiNa DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ Vf""FRAMING y�►�•a ) [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: /2Z d DATE // 1s o3 INSPECTOR M-1802 BUILDING DEPT. 1 SPECTION [ ] F NDATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIR CE & CHIMNEY REMARK C " i DATE Q INSP suauINa DE". INSPECTION [ OUNDATION IST [ ] ROUGH PLBG. [ j FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY R MARKS: �d� 4wyd-x?�,- DATED a � INSPECT Ott a t* � � • � � t t� --- --� - - MM - •� � ME �� INSULATION PER STATE ENERGY CODE PRO EVA ADDMONAL CONZEENTS - s s TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health L 5 SOUTHOLD,NY 11971 3 sets of Building lansyew TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. Check —e,S Septic FormLS N.Y.S.D.E.C. Trustees Examined ,s' 2003 Contact: Approved 6111, 20 o3 Mail to: )q,5 190�< 3 / / Disapproved a/c LATPhoe:aC,y4; �1 Je f- j g-Lq — o 1;s-D Expiration Af.20 Building Inspector APPLICATION FOR BUILDING PERMIT Date , 20_0 :�_ INSTRUCTIONS -,e/This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plaps,accurate plot plan to scale.Fee according to schedule. -11'.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. (Signature o applicant or name,if a corporation) po ►3 o->,- 3 1 I 4 (2 (")-e C N I IT72 -0311 (Mailing address of applicant) State whether applicant is caner, essee, agent, architect, engineer, general contractor, electrician, plumber o builde Name of owner of premises oc,/IOrn (As on the tax roll or latest deed) If appli i orpo i ature of duly authorized officer d 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'wlill be done: House Number Street Hamlet County Tax Map No. 1000 Section 3 Block 2 Lot �Z Subdivision 1:4 ,,I I c r-e.S }- Filed Map No. ?-)-1:� Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy`J_�����► �cYY� 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost ' s Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 2- 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front a Rear_-(-, a Depth Height 2:oNumber of Stories �- 1 ' 9. Size of lot: Front I I Rear 1 �� Depth 2g0 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated J 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 f 14.Names of Owner of premiseA'q ms''k &4441ress /IPhone No. X31 CI Z�j ljU Name of Architect -OIL hlPito Address n No Name of Contractor Address one No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) r- SS:. COUNTY OF ' 4/, �c LA�y /V c ��- being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (�k--- -0— U -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 before me this t, day or _ 20 C0 /�91 Not i Signature of Applicant DAVID B PROKOP Notary Public,State of New York No.4977533 Qualified in Suffolk County Commission mires Feb 04 WT -ir SUR }� Al �sX ti . �> ��r¢err ' x� Ar ,{ q f ; '6 _ It OWN w - • 4, Ays SUFFOLK 0 OW '�oT p,1• ,, V SUi -Mut COUNTY DEPARTMENT of HEALTH SE VIM ® PERMrt FOR APPROVAL Of CONSTRUCTION FOR A 1 a0 N SINGLE FAI4IL.Y RESIDENCE ONLY '>. DATE t2 I H.S.REP.N(f. I D a O APPROVED R=25' FOR MAXI6'lI3tJI'OF —OtJ�� ^•t1 Gomm L=39• 7** EXPIRESTHR EVEARSE)V OFAPI ROVAL J ,\ L '��► � � 7- 1 cl AN A ESA iCv ?F D "IJh 'O iS S F.'t. . C JF SE 10ry », 9 i?F~'HE NE. ''JP+ S'aTE EDS a-j'N EXCEPT aS PE^c SECTION 7c:,9-SL;ED!lISION 2 ALL CSP"F_ CAT'ONS HEREON APE ,/4L;E CJR 'H;S MAP AND; COPIES 'HEREOF Oxi" ;F_ SAID MAP OR COPIES BFAF '.-+E IMPRESSED SEAL OF THE SURVEYOR WHQSE SIGNATUPE APPEARS HEREON �aK . ? 7 A N A= P--R LJv'AL CER TFIIED TO L'S; �Dr H FVELITY NA TONAL TITLE INSURANCE COMPANY 4F ME1Y�O '_ r L Y N�. t yh+*`v E- �.D`NCES OF NEW rORK G r".G A' i, �':K'° .�E 4 ,, '. r C':i�.�i-F;,Cr� S e T }h�✓ ':Y h t h e�^E.��" :.�r Gi Cj ����t.M��ZO ��' 1.4._ V_P —'�•i;:C! t �Vr, _ 1 _t' :cols _ _,MY "i?✓PQY. urr / tet. fL.;Cl'atu �rJ+uf:i2^.� ^fir -tk)e,s _ — EIE' /:j .f1Y � J` P r; 2h _ — ) 11 c SSUr'er J� 7F J•JC, �� , b_ �y _4 6, c�a 90Q -�� � AREA=40 694 _� E,� ��. �� 00 - 301 S.C. TAX MAP NO. DIST. 1000 SECT. 13 BLOCK 2 LOT 8.12 IFILE NO. 03-0237 IPROJECT NO. 03-0237 +29.4' 26.8 25 VTC A Tc ' LOT 22 6.0 Dc DWELLING (WELL WATER) n WELL LOCATED BY OTHERS % ® %U V v O�Q►m +19.45 TC LOT 11 0 �19.7. �PA �f 22.0' �°0 f� +19.2' DWELLING o��`` ,ryo�� S ���Mq TC (WELL WATER) Jet �o ee`�` s /007; +17.7' TC N/F �i�� O �O °P` `� ��• 17.9' DAGUILLARD o�o� ti cy\�� 1s oJ�^`P A ) O IP 21.7'+ 17.9' PROPOSED •S ~ TIC TC +17.0'DWELLING 0 +17.1' FF=24.6 `'., +17, FE q 1.7NSE 6p GF=22.6 +22.3' ` y 17.1' o o �P TC q ` f� +23.2 / ^�°� +22.6' rs O��pO�� ^� • 1\ ��2t LOT 10 Y +23.2' 21.7+ Sal— 6'STK FENCE qS FECOR q 3.9'N PROPOSED +17 +18.3'5.5'E WELL 4 ' • �O VACANT 'Y +' . M.ARDVIG LOT 9 �t qL `'t► S +14.8` A poo c'�A•�,Y • � ' FARMLAND \ 013.+14. revised 5/9/03 (FF elevation raised) © H.W.J. ALL RIGHTS RESERVED. Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Low. PROJECT: TITLE SURVEY OF Certifications indicated hereon shall run only to the person for whom it is prepared and on his behalf to LOT 1 0 the Title Company, Governmental Agency and Lending institution listed hereon, and to the assignees of the lending institution. Certifumentcati t b are not transferable to additional Institution Dsequ I owners. M/O HILL CREST ESTATES, SECT. 1 Copies of this document not bearing the professional's inked seal or OYs� I not be considered o valid true copy. �- NT �' ® The offsets (or dimensions) shown hereon from structures t �r e SITUATE AT: ORIENT "I� eciftc purpose , NY and use and therefore are not Intended to guide the erection f e ,�nb oolik tics, planting areas, addition to buildings or any other construction. DATE: APRIL 2003 SCALE: 1"=40' CERTIFIED ONLY TO: _ 9 SURVEY DATE:O4/04/2003 AREA 40.693 SQ FT ., FILED MAP NO.7218 DATE FILED AUG 15.1983 FIELD BOOKS 457p14 DATA DISC 03-0237 FND. UND, CONST. FINAL By HAWKINS WEBB J AEGER Assoc. P.a WILLIAM L. JAEGER II N.Y.S. LIC. N0. 046148 P.E., L.S. ENGINEERS-ARCHiTECTS-91moRS-PLANNERS DESIGNED DRAWN RAD CKD. MC 200 EAST BROADWAY, PORT JEFFERSON, NEW YORK 11777 ESTAS. 1872 PHONE (631) 473 0469• N.V.S. LICENSE No, 046148 P.E., L.S. S.C. TAX MAP NO. DIST. 1000 SECT. 13 BLOCK 2 LOT 8.12 FILE N0. 03-0237 PROJECT NO.ct/4-- � Z . 63 25'4 LOT 22 �5.0 DWELLING ��1 ^ (WELL WATER) 4.0 oy WELL LOCATED BY U 1 OTHERS G n �O•�m 19.4 LOT 11 ���� �G �O P r�yP�'y 40+� DWELLING (WELL WATER) N/F DAGUILLARD °� ��' �'0 s 6� 6 OO 7.0 /FENCE C.FOUN0.TION X17 GIs y17.1 1.7'S 6 T.F=23.8 1 17.1 0 23.2 # 0 . A,o LOT 10 6'STK FENCE \ �SAyA FECOR q 3'g N PROPOSED �y� 1 5.5'E WELL • \ 21'8., ��� �S VACANT '9 5,9 N/F q MARDWIG �F • � �o LOT 9 '� q � o ,4. FARMLAND \ �i \ V' • 13. 30 (_ 12.8 CD FOUNDATION LOC. 10/31 /2003 revised 7/09/03 (metes amended) revised 5/9/03 (FF elevation raised © H.W,J. ALL RIGHTS RESERVED. Unauthorized alteration or addition to this document Is a violation of Section 7209 of the New York State Education Law. PROJECT: TITLE SURVEY OF Certifications indicated hereon shall run only to the person for whom it is prepared and on his behalf to LOT 1 0 the Title Company, Governmental Agency and Lending institution listed hereon• and to the assignees of the SECT. lending institution. Certifications are not transferable to additional institutions or subsequent owners. M/O HILL CREST ESTATES, SECT. 1 Copies of this document not bearing the professional's Inked seal or embossed seal shall not be considered a valid true copy. SITUATE AT: ORIENT NY The offsets (or dimensions) shown hereon from structures to the property Tines are idr o specific purpose r and use and therefore are not Intended to guide the erection of fences, retaining walls, pools, patios, planting areas, addition to buildings or any other construction. DATE: APRIL 2003 SCALE: 1"=40' CERTIFIED ONLY T0: Bayberry Builders LLC SURVEY DATE: 04/04/2003 AREA 40,693 SQ FT Commonwealth Land Title J'ns Cb FILED MAP NO.7218 DATE FILED AUG 15.1983 Stats Bank of Long Island! _ _ FIELD BOOKS 457p14 DATA DISC 03-0237 FND.10/31/03 UND. CONST. FINAL 9y - �� �� HAWKINS WEBB J AEGER ASSOC. P.C. WILLIA . JAEGER II N.Y. . 1 . 0. 148 ENGINEERS-ARCHITECTS-9JRVEYORS-PLANNERS DESIGNED WN RAD CKD. MC um 200 EAST BROADWAY, PORT JEFFERSON, NEW YORK 11777 ESTAB. 1872 PHONE (631) 473 0469, N.Y.S. LICENSE No. 046148 P.E., L.S. SURVEY OF PROPERTY S.C.D.H.S. REF NO. RIG-OU-0271 AT ORIENT TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000-13-02-8.12 SCALE: 1 =40 1'' •�_ 'Q� NOV. 6, 2000 `✓` MAY 7, 2004 (FINAL) Ix V S vS c'tir ti � APPFjWAL QF mNSTRiU( M W0l v(l"* A .E FAMh.Y RESiO oc97(- leww dew am weer qvpm fj $:f t"10M)m am low bvvedw Ar4ot wMed t:y Mb t L-voty"Or t)TW awed"so fit» C� *4 MAP LOT NUMBERS REFER TO 'SUBDIVISION OF HILL CREST ESTATES, SECTION k �1 ONE' FILED IN THE SUFFOLK COUNTY S 9 CLERK'S OFFICE ON AUG 15, 1983 AS FILE N0. 7218. ANY ALTUAN TM OR ADDITION TO THS SWVSY IS A VMLATION + OF SECTOY 7M X THE NEW YOW STATE EDUCATION LAW. EXCEPT AS PER SECTION 7dr!-SI,WMM 2 ALL CJRT77CATIOM C:►E7ECJ8 ARE VALID FOR THIS NMP AN0 Cav= DEPW ONLY D' .: SAID NMP OR COPIES>E•AR TME DiF D SEAL OF THE AW&YOR � � �� W 0W SICPOnME APPEARS NEIE'ON : NOTFS; I am famltiar with the STANDARDS FOR APPROVAL �° h AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES c,� N T.met N and wilt abide by the conditions set forth therein and -10X* ►r on the permit to construct. a _ ,y CERTIFIED TO: .: (i The location of welts and cesspools shown hereon are DEBRA AROTH - Y.,i C. NO 49618 from fleld observations and or data obtainedA.from others. / FIDELITY NATIONAL 77TLE INSURANCE COMPANY PEC Elevations are referenced to an assumed detum, OF NEW YORK (631) 4 - 9 X:0631) 765-1797 P. O. BOX W. TRAVELER1230 STREET AREA 40, 694 S.F. OUN. THOLD, Y 11971 = 00 - 301 Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 05/08/03 Receipt#: 1181 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Check#: 1181 Total Paid: $10.00 Name: Bayberry, Builders Po Box 311 Wading River, NY 11792 Clerk ID: LBOHN Internal ID:74646 Applicant/ Date. Owners Name: Reviewed: �s Architect/ Date _ Erigimn er: Submitted: oZ SCTM #: District: 1,000 Section: 3 13 lock: c2- Lot: 4? Project Subdivision I..ocation: 4/5-_/ Cn.i�+Of" Z3ti- Q.•-u-•- .— Name:=�� '$f1 — 0 Sin&le 8 separate Required A f cert Ication: (Ye_ es/No) �7 Rcq. --- Zoning Distric .0(size: _ Actual: l (Lot coverage Ab 7. I'roposcif-d- - Req. �y Req. r Req. (Front Yox> Proposed:91 (Side Yard /,5 Proposed:*; I (Rear Yard O� Proposed Project Description: A.GENC=ERMITS Permit REQUIRED FOR REVIEW N.A. NO YES Number Suffolk County Health Dept. New York State D. E. C. / Town Trustees Town Zoning Board approval: Town Planning Board approval: 1 Ali Flood Plane Elevation??? O Flood Zone: Dotes: sti NEW YORK STATE CODE COMPLIANCE CHECKLIST USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEE RESCR 'TIVE FULL FRAMING DESIGN ELEME HEADERS: Y/N WALL STUDS: Y/N GIRDERS: YN. / CEILING JOISTS: Y/N r FLOOR JOISTS: Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N SHOULD INCLUDE LIVE,DEAD,SNOW,SEISMIC AND WIND(INCLUDING UPLIFT AND EXPOSURE) WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS, LIGHT, VENT: Y/N LOAD PATHS: Y/N ROOF TO FOUNDATION NAILING/CONSTRUCTION SCHEDULE: Y/N ✓ A MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE?Y/N(RETURN TO PAGE ONE) � RST OF DRA RN GS g � A-1 FOUND. PLAN, GENERAL NOTES, LEGEND NEW RESIDENCE In S4 � L � PLAN, �Il � ��ll � � �IISC� DIIA.A-2 FIR. > ❑. �0 FOR3A� SECOND FLOOR PLAN a itny Ed, ,l I OF V aZ A-4 FRONT & REAR ELEVATIONS m I.- BAYBERRY .- <g BAYBERRY BUILDERS W axW 1 . BUILDING USE RESIDENTIAL A-S SIDE ELEVATIONS, SECTION "A-A0 3 N NW BUILDING OCCUPANCY TYPE R I z �w CONSTRUCTION TYPE TYPE 5 WOOD FRAMING ORIENT, NEW YORK 11957 A�� I[�E�AIILLS z g= BUILDING HEIGHT = 30 ft. z # OF STORIES = 2 AS PER R202 DEFINITION A-7 IFRAMRNG CONNECTORS DETAIL SHEET W N BUILDING CODE ANALYSIS W 2. REFERENCE STANDARD: AMERICAN ES & PAPEMP CONSTRUCTION oRONE AND TWO-TWO-FAMILY DWELLINGS 6. NAILING & FASTENING SCHEDULE FOR STRUCTURAL MEMBERS DESIGN CRITERIA: "PRESCRIPTIVE DESIGN" �dp mans �Nb 3. FLOOR AREAS: EXISTING 1ST. FLOOR: NIA EXISTING 2ND. FLOOR: NIA TABLE 3.1 WFCM WOOD FRAME CONSTRUCTION MANUAL �� ; PROPOSED 1ST. FLOOR: 1,418 NAILING SCHEDULE 9, PROPOSED 2ND. FLOOR: 1,594 S.F. JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING � ° LICENSED GARAGE AREA: 492 S.F. COMMON NAILS BOX NAILS COMMON NAILS BOX NAILS - PORCH AREA: 315 S.F. ROOF FRAMING WALL SHEATHING a Rafter to Top Plate (Toe-nailed) (Table 3.4A) 3-8d 3-10d per rafter Stuctural Panels 8d 10d 6"edga/12"geld II C 4. DESIGN LOADING: _ CEILING LIVE LOAD: 20 P.S'.F. Ceiling Joist to Top Plate(Toe-nailed) 3-8d 3-10d per joist Fiberboard Panels 2ND. FLOOR LIVE LOAD: s.F. ! (Table 3.4A) 7/16" 6d _ 3" edgy C'field d 1 ST. FLOOR LIVE LOAD: 86 P.S.F. p Ceiling Joist to Parallel Rafter(Face-nailed) 25/32" 8d 3" edgy r o"field 6-16d 40d each lap 40 P.S.F. (Table 3.9A) EXTERIOR DECK LOAD: � Gypsum Wallboard 5d coolers 5d coolers 7"edge/10"geld � SNOW LOAD (ROOF): 32 P.S.F. Ceiling Joist to Laps Over Partitions 6-16d 40d each lap -- WIND LOAD: 35 P.S.F. (120 MPH) ..✓ (Face-nailed)(Table 3.9A) Hardboard Bd 8d 6"edg, ' ,2"geld SEISMIC LOAD: C ZONE (EXEMPT, SEE R301.2.2L,� Collar tie to Rafter(Face-nailed) 3-8d 3-1 Od per tie Particleboard Panels Bd Bd (see r ianui.) AVERAGE DEAD LOAD (ALL ASSEMBLIES): 10 P.S.F. (Table 3.6A) Blocking to Rafter(Toe-nailed) 2.8d 2-1 Od each end Diagonal Board Sheathing SEE PLANS FOR CALCULATIONS FOR COMPLEX LOADING CONDITIONS, STRUCTURAL ELEMENTS, & LOAD PATHS Rim Board to Rafter(End-nailed) 2-16d 3-16d each end 1"x6"or 1"xB" 2-Bd 3-10d per s ^•p^_r 1"x10"or wider 3-8d 3-1 Od per s:pocrt WALL FRAMING 5. WINDOW & DOOR SCHEDULE: FLOOR SHEATHING S J WINDOWS MEETING OR EXCEEDING 5.7 SQUARE FEET Top Plate to Top Plate(Face-nailed) 2-16d 2-16d per foot Structural Panels OF EMERGENCY ESCAPE AREA 6"ed et 12"field MODEL# CLEAR OPENING STRUCT. PANEL SIZE REMARKS QTY. Top Plates at Intersections (Face-nailed) 4-16d 5-16d joints each side 1" a less Bd 10d 9' g greater than 1" 10d1 ---16d 6"edgcl6"Feld TW 304657S.F. -35--_5" x 4'-1 1 " SEE SHEET A-6 16 Stud to Stud (Face-nailed) 2-16d 2-16d 24"o.c. TW 2046 3.68 S.F. 2 -5 x 4 -7 FOR DETAILS 2Diagonal Board Sheathing TW 30210 3.35 S.F. 3'-5" x 3'-3" 1 Header to Header(Face-nailed) 10d 16d edges along 1"x6"or 1"x8" 2-8d 3-10d per support TW 2446 4.36 S.F. 2'-9" x 3'-8" 2 edges 1"x10"orwider 3-8d 3-1 Od per support PLUMBER CERTIFICATION o FWG 6068R 14.72 S.F. 6 -5 x 6 -9 1 Top or Bottom Plate to stud (End-nailed) 2-16d 2-40d per stud ON LEAD CONTENT BEFORE TW 28210 2.95 S.F. 3'-1 " x 3'-3" 1 Bottom plate to Floor Joist, Bandjoist, 2-16d 2-40d per fool _ m as TW 2836 2 Endjoist, or Blocking (Face-nailed) 1. Nailing requirements are based on wall sheathing nailed 6 inched on center at the panel edge. CERTIFICATE OF OCCUPANCY c 3.78 S.F. 3'-1 " x 3'-1 1" If wall sheathing is nailed 3 inches on-center at the panel edge to obtain higher shear capadlies,nailing SOLDER USED IN WATER �- B m TW 3060 7.58 S.F. 3'-5" X 4'-5" 3 FLOOR FRAMING requirements for structural members shall be doubled, or alternate connectors, such as shear plates, SUPPLY SYSTEM CANNOT jz3 8 TW 2840 ' " shall be used to maintain the load path. EXCEED 2/10 OF 1 4.fi1 S.F. 3 -1 " X 4'-5 2 Joist to Sill, Top Plate of Girder(Toe-nailed) 4-8d 4-1 Gd perjoist 2.When wall sheathingis continuous over connected members,the tabulated number of nails-hall be LSD• a o 0 nix ] rri 6068 ENTRY 14.72 S.F. 6'-5" x 6'-9" 1 Bridging to Joist Toe-nailed permitted to be reduced to 1-16d nail per foot. g g ( ) 2-8d 2-10d each end NOTE: EMERGENCY ESCAPE WINDOWS ARE NOTED WITH AN ASTERISK ON FLOOR PLANS 3. Corrosion resistant 11 gage roofing nails and 16 gage staples are permitted, check IBC for additional ( ) Blacking to Joist(Toe-nailed) 2-Bd 2-10d each end requirements. IMgING CERTIFICATION OF 6. N.Y.S. ENERGY CODE: Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block flLWp ER3" 6 NSED NAILING &CONNECTIONS Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist - TESTING BEFORE CO EScheck Compliance CertificateVERING pEpU1RED. � o 13FASTENERS FOR ASPHALT ROOF SHINGLES Joist on Ledger to Beam (Toe-nailed) 3-gd 3-10d perjoist COMPLY WITH ALL CODES OF 2002 New York State Energy Conservation Construction Code Band Joist to Joist(End-nailed) 3-16d 4-16d perjoist NEW YORK STATE 8 TOWN CODES REScheck Software version 3.5 Release 16 1 §RR905.2.5 Fasteners. Fasteners for asphalt shingles shall be UNDERWRITERS CERTIFICATE AS REQUIRED AND CONDITIONS OF ISI Data filename. Untitled.rck Band Joist to Sill of To Plate Toe-nailed galvanized steel, stainless steel, aluminum or copper roofing nails, P ( ) 2-16d 3-16d per foot minimum 12 gage [0.105 inch (2.67 mm)j shank with a minimum 3/8-inch REQUIRED Al) SOUTHOLD TOWN ZBAM�M DATE. 05/22/03 (9.5 mm)diameter head, ASTM F 1667, of a length to penetrate through "__��✓14 SOMIOLDTOWN PLANNING BOARD W the roofing materials and a minimum of 3/4 inch (19.1 mlm) into the roof DO NOT PROCEED WITH COMPLIANCE Passes ROOF SHEATHING sheathing. Where the roof sheathing is less than 3/4 inch (19.1 mm) FRAMING UNTIL SURVEY T SOUIROLDTOWNTRUSTEES Maximum UA=519 Structural Panels B-d 10d 6"edge/12"field thick, the fasteners shall penetrate through the sheathing. Fasteners OF FOUNDATION LOCATIONT NYS.OEC A/ Your Home UA=426 shall comply with ASTM F 1667. HAS BEEN APPROVED. rrl 17 9%Better Than Code EEA) Diagonal Board Sheathing §RR905.2.6 Attachment. Asphalt shingles shall have the minimum number Gross Glazing 1"x6"or VxB" 2 Bd 2-10d per support Area or Cavity Cont. or Door 1"x10"or wider 3-Bd 3-1 Bd per support of fasteners required by the manufacturer. For normal less than o u ALL CONSTRUCTION SHALL uZ]i O Perimeter R-Value R.-Value U-Factor UA asphalt shingles shall be secured to the roof with not less than four MEET THE REQUIREMENTS OF THE fasteners per strip shingle or two fasteners per individual shingle. CODES OF NEW YORK STATE. /, & v 3 p.�� CEILING SHEATHING 2q`�p�- >4 Ceiling 1: Flat Ceiling or Scissor Truss 1755 30 0 0 0 6] Where the roof slope exceeds 20 units vertical in 12 units horizontal DATE: �� 6 �3 &P.By.GL�� Ceiling 2 Cathedral Ceiling(no attic) LO 19 0 0.0 6 Gypsum Wallboard Sd coolers 5d coolers 7"edge/10"field (20:12), special methods of fastening are required. /577,1ss ,/OBy Wall 1' Wood Frame, 16"o c 3042 19.0 0.0 158 . y+� M�(�TTS� ZONE J FEE. DE Wall 1 1:Wood FrWoonce,Fra16:Double Pane 352 0 330 116 I j f ° EXCEPTION: Asphalt strip shingles shall have a minimum of six FLOG Li�l\G.L.� 765.1FY BUILDINGAT DEP AT M ; 785.1802 BIW TO 4P FOR THE 20 0 540 11 fasteners per shingle where the roof is in one of the following COMPLY WITH CHAPTER 46" FOLLOWING NSPECTION& v Door 1 Solid , "' Door 2 class ao 0 330 13 r categories: FLOOD DAMAGE PREVENTION Floor All-Wood Soist/Tmss Over Unconditioned Space 1296 190 0 0 61 SOUTHOLD TOWN CODE. 1. FOR POURE • TWO REQUIRED 1. The basic wind speed per Figure RR301.2(4)is 110 miles per FOR ��� CONCRETE °• COMPLIANCE STATEMENT: The proposed budding represented in this document is consistent with the hour(177 kmlh)or greater and the eave is 20 feet(6096 mm)or 2. ROUGH " FRAMING 8 PlWSN4 building plans,specifications,and other calculations submitted wth this permit application. The proposed - higher above grade. -)Cj( ,PANCY OR 3. FINAINSUL - CO I systems have been designed to meet the New York Stale Energy Conservation Construction Code requirements - 2.The basic wind speed per Figure RR301.2(4)Is 120 miles per hour �' FINAL . CONSTRUCTION BUST I\ When a Registered Design Professional has stamped and signed tlus page,they are attesting that to the best of - COMPLETE FOR CO. his/her 6-nowledge,belief,and professional judgment,such plans ofspecificanons are in compliance with this (193 km/h)Or greater. JNLAWFUL C �i ALL CONSTRUCTION SHALL MEET THE Code 3. Special wind zones per Figure RR301.2(4). 't , THCJT CERTIFICATE REQUIREMENTS OFTHECODESOFNEW Builder/Designer Date �F OCCUPANCY YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. z OF 7 v Z ^^n VI LLA Z n Lj �a a a �� o �_ W CE W y � a1 us � r Q � Z U a m LJ o W = 3 A-5 GENERAL NOTESIX N ' ~� rn V Z W SW 2'-0" 21'-2" 2'-0" 2'-0' 1 27'-10" TRZ a�4i CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE 15. INTERIOR PARTITIONS ARE TO BE CONSTRUCTED OF 2" x 4" WOOD Z W 517E PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE STUDS AT 16" OG. WITH 1/2" GYPSUM BOARD BOTH SIDES UNLE55 -------- HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE: WORK OTHERWISE NOTED. AGREE WITH SAME. N `� 16. ALL INTERIOR DOORS SHALL BE STAINED GRADE 6'-8" HIGH X _______________�_______ __�_________ 2BI8 _ _______________ _�eLB__ __ 2, CONTRACTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT PRIOR r-------------------------------- - ---------- ---- ---- ------- ------- -3/8" X WIDTH A5 NOTED ON PLAN WITH APPROPRIATE HARDWARE. ______--___r- _-___- _--___---_-____ ------------- TO STARTING ANY WORK. IT. ALL MOLDINGS AND TRIM SHALL BE STAIN GRADE. N j CANTILEVER H"xb'-O" POURED CONCRETE , 3. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, w v I FLOOR JO15T5 FOUNDATION WALLW/ BITUMINOUS PERMITS, CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ----- I ® BAY MEMBRANE WATERPROOFING To I ETC., FOR WORK PERFORMED FROM AGENCIES HAVING JURISDICTION 18. PROVIDE 6'-6" MIN, CLEARANCE ABOVE STAIRS A5 PER N.Y.S. GODS. 0 0 EXTERIOR ON 12"x24" POURED GONG. ;u THEREOF, IF REQUIRED. 1 PROVIDE 5/5" FIRE RATED ° FTG. REINF. W/(2) %5 REBAR ON UNDIST. GYPSUM BOARD. OVER n Q SOIL. 3'-0" BELOW GRADE MIN. 1 1 4. ALL WORK SHALL CONFORM TO N.Y.S. CONSTRUCTION CODE AND ALL I',. ALL WINDOWS SHALL BE PERMA-SHIELD INCLUDING DOUBLE- T BOILER 4 HOT WATER HTR. I LOCAL RULES AND REGULATIONS. INSULATED CLASS, INSECT SCREEN, 4 JAMB EXTENDERS AS REQ'D, 1 A5 PER LOCAL CODE I 1 -+ `T I I A5 MANUFACTURED BY ANDERSEN WINDOWWALLS OR EQUAL. °Naw A, 4" P.G.SLAB REINF.W/ o o ° i iry 5. ALL METHODS OF CONSTRUCTION INCLUDING FORM WORK AND r w k'N• EI �\ 20. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE UNDERWRITERS Tv bxb-NI.' W.W.M. ON HELL ' PLACEMENT OF CONCRETE ARE TO BE CAREFULLY SUPERVISED BY % /ter• q?,- s ' csS • _ r '� I APPROVED AND IN ACCORDANCE WITH N.E.G. REGULATIONS. _ 1 COMPACTED POROUS FILL 11 1 THE CONTRACTOR. I I I b. IF IN THE COURSE OF GONSTRUGTION A CONDITION EXISTS WHICH 21. ALL PLUMBING SHALL BE IN STRICT ACCORDANCE WITH THE N.Y.5. " `'' \ •� 3 3-I/2" DIA.STEEL 1 I BUILDING GONSTRUGTION CODE. ----I LALLY COLUMN ON I / D15AGREE5 WITH THAT AS INDICATED ON THESE PLANS, THE 24"x24'xl2" POURED I I CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT "^� �NlTIIM 44.;ig iv IRDBZP KEf �) TNCYpREiE FOOTING CONTINUE�WITTH THE WORK, HELD HE FAIL SHALL ASSUME THIS LL RESPONSIBILITY 22. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN 1 ___ 4'-S" -541-2u r- 8 I' r- -, 41-2m r- '-4" 6'-4" I I o AND LIABILITY THEREFROM. CONSENT OF THE ARCHITECT OR ENGINEER WILL NEGATE THE I� I 1 1 CERTIFICATION OF THESE PLANS. o j L-------- ------ �(3) 3/4 X q VB ML. _ I (j) 3/4 X 9 I/2 ML. I (3)13/4%911k 1 I 13) 3/ %9 Cl M1. I 1 (S) 13/4 X q 1/2 M.L -------------- _--_ �• �---- ------' "�-"—H' "i—" "—"�Q�"'—"—"—"—" I O -T. ALL FOOTING5 SHALL BEAR ON UNDISTURBED 501L WITH A MINIMUM I -------------------------- ----- u I L___ L_ 1 I I I L_ ' _J J L__- 1 J SOIL PRESSURE OF 2 TONS PER 50. FT. AND SHALL HAVE A 2'3. THE ARGHITEGT HAS NOT BEEN RETAINED FOR ON-51TE INSPECTIONS y. r I - MINIMUM OF 3'-0" OF COVER. AND / OR OBSERVATIONS OF THE CONSTRUCTION -� I I I GIRDER POCKET I I I I I AL16N COLUMN I I I W/POST VE I i �H. ALL CONCRETE SHALL BE 2500 P51 CONCRETE AT 28 DAYS FOR DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE 6" POURED CONCRETE j j I 1 I I i ,1 ! 1 �,/' SLABS, WALLS AND FOOTINGS �4' d _ 1 FOUNDATION WALL REINF. NV%5 I I �=- I SCALED DIMENSIONS, REBAR TOP G BOTTOM ON 24x12 I ' ' DAF' ( IF _ b I I1 I I� 9. ALL POURED CONCRETE FOOTINGS ARE TO BE REINFORCED WITH I POURED GONG. FTG. REINF Vi/ I I I I L_ _J I Iry :25. THE OWNER SHALL SELECT ALL FINISH MATERIALS AND COLORS. I I CELLAR (2) %5 REBAR HORIZONTAL CONTINUOUS. 1 (3) %5 REBAR, ON UNDIST. SOIL, , , I O y it 3'-0" BELOW GRADE MIN. �, � � ' ' — � LL ° I 26. THESE DRAWINGS A5 INSTRUMENTS OF SERVICE ARE AND SHALL x 10. ALL STRUCTURAL WOOD FRAMING SHALL BE HEM-FIR N10.2 AS FOLLOWS / REMAIN THE PROPERTY OF THE ARCHITECT OR ENGINEER WHETHER ILI I UNLESS OTHERWISE NOTED, - - THE PROJECT FOR WHICH THEY ARE MADE 15 EXECUTED OR NOT. I� 0 �' al , j" " "' 1 BENDING 5TRE55 = 1150 psl (SINGLE) THEY ARE NOT TO BE USED ON ANY OTHER PROJEGT5 OR EXTENSIONS I0 '� o Rig �a! I BENDING STRESS = 1350 p51 (REPETITIVE) TO THIS PROJECT EXCEPT 8Y AGREEMENT IN WRITING AND WITH E = 1,400,000 APPROPRIATE COMPENSATION TO THE ARCHITECT OR ENGINEER. I I 6-6° 11-4" 6'-6' i I a o LL' I I (21 7%10 GCA 2 Z m 1. THE CONTRACTOR 15 TO PROVIDE PROPER SUPPORT AND _ II. ALL HEADERS AT INTERIOR WALL CONSTRUCTION SHALL BE I 1 1 I I c�• UNDERPINNING AS NEGE55ARY OF THE EXISTING CONSTRUCTION �o v I • I (2) 2" X b" UNLESS NOTED OTHERWISE. u Y I O 61RDER POCKET I THROUGHOUT CONSTRUCTION OF NEW FOUNDATION AND GIRDERS. fi f/1 U I 1 I I ry I I I I a ° I I 1 ;$, - 12. DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO SAME AND M M J L__.J I , ° I I 0 AROUND ALL OPENINGS. PROVIDE BLOCKING UNDER ALL PARTITION 25. DOUBLE MIGROLAM5 TO BE NAILED TOGETHER WITH TWO (2) ROWS i 'Aft I I 20 CGA DJ. ! ,.'� 8 v 160 COMMON WIRE NAIL AT 12" O.G.. w I 4"P.G. SLAB REINF. W/ I I ' I i I " OL -1 WALLS RUNNING PERPENDICULAR TO JOISTS. 6x6-WI.4xWl.4 W.W.M.ON WELL _ I I --------------- -- -------------J 1 o COMPACTED POROUS FILL _9. ALL TRIMMED AND FLUSH CONNECTIONS BETWEEN JOISTS, POSTS, OR C I I 13, ALL STRUCTURAL P05TS ARE TO BE SOLIDLY BLOGKEID TO TOP OF RAFTERS TO BEAMS, GIRDERS OR STRUGTURAL MEMBERS TO BE < ----- -- --- -- ------ - ---J - --_�_____ ______________________-- ___-- FOUNDATION WALL OR SUPPORT COLUMN BELOW. FASTENED USING GALVANIZED METAL HANGERS BY '51MPSON STRONG r _ `r 2x8 CGA LEDGER , , TIE' OR APPROVED EQUAL. L _ '"--'------ '= --=—== BOARD W/ 1/2" LAG ' ' 14. ALL DRYWALL SHALL BE U.5.6. NATIONAL GYPSUM CO. 1/2" THICK _ ______________ _ S I I II II cA ZUNEXCAVATED o 1 BOLTS STAGGERED <I UNLESS OTHERWISE NOTED. 1 1'-O" O.G. <: 8' 1-10"I I B rGA ' 6xb CCIA POST ON, 12" DIA. G UNDISTURBED SOIL 1 0 3'-0" BELOW GRADE , c (MINJ (6 TYPJ ' ' H 8 m (92%10 wA _ !2)2%10 CCA (2) %lo wA I (2J 2x10 wA (ZI 2X10 wA _ _ (2)2%10 wA yCy)� _ _ —_ _____ d 17f a rc a w n --------- ----------- --- ---- a a i0injW1vi STEP FOOTING GIRDER POCKET 1,2 MAX.SLOPE 3�.4" 7'-6" 7,•bI 8'-0" 6y,01p 31,011 z 23'-43" 20'-10" a - M A 0 POUNI7ATION PLAN oG o 5GALE• I/4"=1'-O" LEO END NEW CONSTRUCTION FRAMING NOTATION O OA Q`I" a U O 3 1/2" DIA. COLUMN '�' SECTION MARK I� a vs Is 12" DIA. POURED GONGRETE FOOTING z EXHAUST FAN ® 4x4 STRUCTURAL WOOD POST �-� UNLESS NOTED OTHERWISE O SD SMOKE DETECTOR s z OF 7 CV La d. ``' U s a cn in O zz' W W > � � W y oZ U a _ -0.. 27'-1O" m H = 3 3 I6'_4" A ---------------------- ---------------- (7) 346• q-g Z W w --------------- ------- ------------ �Io W it ry0._ o� U bObg 5LDR" 1 Z m (d)2XI0 3020 (2 3046 1 f5xxlo / W r iv n 5RNOOK 5T ry CO DEN HALF WALL O O LIGHT- II% SOF ROOF veer vEur LIGHT= IS% KITCHEN O O VENT.= 5.5% DINING / PiVENT, -IS% ROOM Q P OLIGHT= 14% LL �O _ O O n ry VENT.= 7% (Y • p • N Y IY � � � B (Y / - IV BEARING HALL ABOVE ____ _ ------ -------- -- ----- -------�- -------334- --------- -- - ___ s bIC , ev ryyy 5D I R F. n 4/{NTRY QpQ9 31/2X91/ 61. tpO tll i SATHrz OM / 'v 21-1 31/2X91/461 4 T 111 HI3yVPds I I ? , o g _ TLT LAV LAV LAV -I < � 1 PROVIDE OA FIRE RATED GYPSUM OARD. OVER X3%10 I w.M TLr o ENTIRE GARAGE AREA _ 2. TUB TUB pI AS PER LOCAL CODE o u � I O 2ND BOOR r,, sNwR m 6' ^ SI O 2. 2. _ 2 2 TTT(({3• • 2• S 5-4 ' z• 4Rp4CE III \ \ �\ • � OPEN ABO_6VE_06 'j�lIIi mnv"m L I V I N6 ROOM 1 @ATFF200M 2'.1 P05T FROM ABOVE 91/2 M.L. (2113/4 Ik M.L. 2)18/4%92 M_L. ABOVE 2x10 o — �P 6pL. INGED ILAV NT= SS% � O . sK ENTRY [VENT, I ow. o 2065 1 IST FLOOR Z j 20' 2X12 2X6 rA � GG (21 I 4% ` (3) 12 (3) 3046 x a, ry ------------------------------------- TO SUFFOLK COUNTY APPROVED SEPOL 5YSTEM I C O 2xb RR I 2x9 RR- \, rv • c7 o I fl • A a % i BA5EMENT O.G. (3)2x6 IB)2x6 \. (2)2NO (2)2x10 I ----__ 2x10 2 1O x xxlo zx10 z ;p 3046 3046 o /A o m a A-5 z m g a 0 o Vs -C 5 N CP of "�"5'°"B P PLUMBING R1SER DIA R4M 6'-4" 111-0" 6'-,f' 9'-0" 6'-6' g'_g" 3'-4' 3�_4�� 5'-6" t N.T.S. z C 20'-10" _ 11 r 1 � A � P I RST FLOOR PLANt o m 0 SCALE I/4 I O FIRST FLOOR AREA = 1418 5.F. (d� r SECOND FLOOR AREA = 1594 S.F. PORCH AREA = 315 S.F. ( A y� GARAGE AREA = 492 S.F. b 4 < U �.I < K a p 0 AW2 z � OF 7 cv La W z F- 5 -W Q � Oz C; � > K W W N � I U a W r C; A m M 3 a A-5 W a 3'-4" 19'_6" 3�-4. g:_g. 2'-b• �. 11���� Z C '5 F 2 3D4v+ — — z 3046+ — — — 2b 10 } 4 — — — — — — , CD ? a 540 _ , r, , .,i.r, rir, Z 7x10 ��nrnio¢i- ...reg,iae r„� (� r, r w. r r I (�) 1 10 ... 2' 5'-0.1 �, A 5'-0” 101-0 \ ___8'�i-_ _ f -p n LIGHT= 12% �1 VENT: a% BEDROOM �n a o U ; o ----- 5 LIGHT- 121, Ko j u T L. e BATH VENT.- 6% 4 'r O « � —I — m+ I ym MASTE d°O BATH 2665 PO 22 RI 266e, ae_ o� nE 66DI OEILI° m SD gyOPE BE ROOM O 2X2 M06E LIN. O MA TERole . LIN n � eD BEDOOM o 55 2XBIcJ. \i n e gg —mss,pc. LICH = 1296IF fl e K o VEN 6% K _ • o n, m �d o �f LIGHT= 8% o K fi 151-4- l'-O° VENT. 4% to m e x 1 O 2068W.LG, D ry C L. we l /t .� `'S • ^ C O i 2X6 RR IIra <v R i n 1 R6. 06.1 - 2X8 { _ I 24x60 ATTIO ACCESS DOOR " W 0 LAUNDRY ��� 51/2 x 9 1/4 61.PLUSH Y - -- - - / m OPEN BELOW - � - - ' 3-6 Fl • II'_2' 9' , �� I 16'la" i ��� `� Mo � n o i — 10 I it 0 o � o i I DCIo - - = - = m } 01 - _ - _ - - Bm g K < W K G � IT_b" o-- Z A4 LQ j_ J SEGON1:1 FLOOR PLAN � � �q (o SCALE: 1/4"=1'-0" O z O M W f U 41 a R F a UJ A=3 a Z OF 7 o � 2407E ASPHALT ROOF SHINGLES i n Lai 0. Z n3 Z J g �W g 12 (n In En T 3 PROVIDE VINYL COATED WINDOW _ - CASINO EIL� R DETAILP" SHEET A-6 1 j Z 12- W W N :3 GABLE END VENT I'-0" OVERHANG NP. ' N �> 5 1/2" VINYL RAKE BOARD m H 4" HORZINTAL VINYL SIDING [LIN W = 3 M 240. ASPHALT ROOF SHINGLES _ 12 5 N N y y� �[ W 1'-0" OVERHANG TYP. (7 Z - ® ■ W VINYL GLAD WOOD WINDOWS n � � m PQ b" � � Tu r~i� WOOD COLUMN (3) TYP. ----- w I I I � I ' `_ _J � 'L � z I L_T , L___, ( W O SLOPE FOOTING 1.2 SLOPE MAX. I� --- j c a 'E 2 G 3 rcL -J O ��ROP�T ELEY?�TION d U 3 o z 0 1 w J PROVIDE VINYL COATED WINDOW CASING AT ALL DOOR [ WINDOWS AS PER DETAIL "P" SHEET A-6 TOP PLATE 1 1'-0" OVERHANG TYP. ' {� I'_O° OVERHANG TYP. Z d w VV��VV zr F- 5 12 vii z — 2N1)FLOOR h Y z ~ 9 E-1 ❑ B aED AQ 15T FLOOR W z f I I GRADE -� I I I I I iv I III d L�- p L_ -------------------------------__--___ �I RE�4R ELEY,4TION A'4 SCALE: I/4"=1'-O" z � OF 7 z 12 2 �g PROVIDE VINYL COATED WINDOW -CASING AT ALL DOOR 6 WINDOWS C3C AS PER DETAIL "P" SHEET A-b W Li Z �J - s _ -- - _ -- 12 0 CL g!4! r = 0 LLI W $ � _--- -- TOP PLATE, 1 C' W y Ib" OVERHANG TYP.---,., F-} U� m ffiS-- W m ~ 3 A W V <n N y � Z a' aw W 2ND FLOOR EW g -O„ CONTINUOS RIDGE VENT CD RIDGE W y 2X4 COLLAR TIES ® 48" O.G. END VENT BEYOND - _ III 111111 N _ El D❑ - ❑❑ ❑D — ulFmlFul ❑❑ �� TYPICAL ROOF CONSTRUCTION LA Li rm-1 Fm-1 . . . Al - - 240* ASPHALT ROOF SHINOLE5 OVER 30# FELT v~i _ - -c--_ PAPER 1/2" GDX 5HEA W THING 2x10 ROOF RAFTERS FM-I15 — ® I6" O.G. 2X8 CEILING JOISTS ® 16" O.G. W/ 12" U � . TFLOOR A \ © � � � � � � iQ' � ATTIC, �G ��12 g _ (R-30) BATT INSULATION 4 I/2 " GYPSUM BOARD. ry % \ as nNfV>z Fy ' hh 6 �'� Y / // 31/2 X 461.FWSH \ 1'-0" OVERHANG W/ Ixb WOOD FASCIA �qX T 6 PERFORATED VINYL SOFFIT WIN TOP PLATE K/ 2" CONTINUOUS VENT 0 z I I I m 7rPICAL WALL CONSTRUCTION - ,,'O, HORIZONTAL VINYL 510ING (4" EXPOSURE) --- -- -- OVER 'TYVEG' HOU55NRAP, 1/2" GDX SHEATHING, (2) 2x6 CLOSET ? TOP PLATE, 2xb STUDS ® 16" O.G., m lq) BATT LPn;ENSE MASTER ' (I) 2x6 INSULA TON, 6 1/2' 6YP. BD. - BATH 4 4 a ----�I 1 SLOPE FOOTING 240# ASPHALT ROOF SHINGLES OVER 30# FELT o O 14 2 1:2 SLOPE MAX. ? 12 PAPER, �' GDX SHEATHING, 2X6 ROOF RAFTERS r 5 0 I6" O.G. 2X6 CEILIN6 JOISTS ® 16" O.G. AND ? m -------------- { � GDX PLYWOOD 2ND FLOOR LEFT SIDE ELEVATION z 4 51-ALE: 1/4"=1'-O" KITCHEN LIVING ROOM 12 Q r a 2 s IG FLOOR GONS TION m FINISHED FLOOR 5LEGTED BY OWNER OVER 2XIO vaVi - 15T FL F.J. ® 16" O.G. W/(R-19) BATT INSULATION TYPICAL SILL GON5TRUGTION PROVIDE: VINYL COATED WINDOW q(, ; (3) 13/4 X 9 12 M1. x. r;r ,,� 2X6 GGA SILL PLATE W/ 1/2" DIA 5TL z CASINO Ali ALL DOOR 6 WINDOWS v,..'`Rfi"S` ;%,�n"�tj r,`"`�i at fvS._,45 z ANCHOR BOLT5 a 2'-O" O.G. MAX, GONT. -_ AS PER DETAIL "P" SHEET A-6 h " �r^c{`�,.,t'�Z` 'H �l a i TERMITE SHIELD OVER SILL 5EAL CELLAR Q 11 m rWI y TOP PLAT[ T�'�r. LLALLY COLUMN ON -Gr — — 1'-0" OVERHANG TP. ) CONCRETE FOOTING i�{F�2•? `�Sr,""/�' �v�L/M1.�i,n.{iSr< 'g fp TYPICAL GONSTRI�TI N 1: , 8" POURED CONCRETE FOUNDATION 6 } 3v' ny „ v 1 nfc Z m } ,a .° `. WALL ON Ib"x12" POURED CONCRETE HORIZONTAL VINYL SIDING :L /�l� u > �:,v.;,vv�,�� ,� � ,,, ". y„ �r7S� a" S�rS" v ,�fi�°n� 4„� EXPOSURE �': "n'; 'Sr "v ` % Y4 r f..�, 'Sr}T . `L `'�,'` Ay v'Sv� FOOTING REINF. NV E N REBAR 3'-0” m Q c f rA � � MIN. BELOW GRADE ON UNDIST. SOIL 4" P.O.SLAB REINF. W/ 6x6-WI.4xHI.4 W.W.M. ON W-LL -- COMPACTED POROU5 FILL s 1 2ND FLOOR 4 - - _ SECTION "A-A " 4 SCALE: /4'=P-O" w O - -- z mi 0 1 IST FLOOR _ O W 6WE Iw O f II li E I I-J Q Ir i li � a a1 L--- J L IL--- 1------ RICHT SIDE ELEVATIONA-5 s Z SCALE: I/4„=1'-0” = OF 7 u. HOOD FRAMINO FASTENINO DETAILS � Z Z o zZ ETOINP6P1ELACTAE OOUHIf 6TAdOATiIN, DP COTPLATETIED MTH OAOEUSES WCIE PLATE6— *TSELaNDLEKTEGUIVALENv S ]EIIEOYIOW > NN y — W N TOP PLATES JTIF N P_ FIFEOLQCK,AROVND U Z PVPE m W 8 HEADER_ 3 AWo 2.5(1{ 2"x6" DECKING OVER GGA („) <Nf cN at mOR DECK "2x" JOISTS 016" 0.6. "2x" LEDGER BOARD K III CONTINUOUS RIDGE VENT 4"x4" SOLID WOOD (SEE PAN5 FOR SIZE) 1mi0 ND POST (PRESSURE TREATED) 1/2" LAG BOLTS V) 1 �V WALL E11105— 016" O.G. STAGGERED N SEE 5EOTION Eao2.3 MIN. I" AIR SPACE LE MAX� BETWEEN 1/2" G.^"E f DO DIAMETER PERCENT AND 2 x 12 RID ][ L'jOF SND DEPTH 240# ASPHALT CZ.D5/a IN. MIN.TO EDGE SOLIDBLD NQ 1/2" G.D.X. PLYW5/b IN.MIN. TO ED6 PLATE (2) 2"xa" FLUSH HDR.HIOOPJDX61'0 2 x 12 RIDGEW/ (2) THRU BOLT 6 EACH P05T (PRESSURE.� 2 x 10 ROOF RA \//\� \// // ! // /� // // // // // /// / / // / % / / // // / // // \//\/ mP SONBASESOR EQUAL % // //\//", '// / / jI /A / ZDE/\/ // %\// / // / // // / /%\TREATED)NF58FRiFON'Ad,.. ..,�.�—._. /i % /��/\/\ \\ \\ 3/b DRAINAGE GAPNOTCH MI15T NOT 12" DIA. GONG. FTG. TO > \ \ \ \OF STUD DEEXrATION PERGENT m—_ — .....�,..�...._�..e...— IYAALLS 4SY-O"(MIN) BELOW GRADE G !\\%/ / /\\%/ /\\//ALU UNUM LASHMG% OtAWNALORWR BOR HLOCATED IN THE IF HOLE 15 BETWEEN 40 PERCENT AND V.ET UITD BTU'DS FOfIMI@AYfON 8 Fi O C Max. NOT BE SAME GRO55 SECTION OF 60 PERCENT OF SND DEPTH,THEN SND GUT OR NOTCH IN SND ML5T BE DOUBLE AND NO MORE THAN TWO aCLESSIVE STUDS ARE DOUBLED AND 50 S yi BORED yT`r P. RI DOE DETA I L _ P fi ' a7PNER Alm PAAI'YTIL'YN POBT'9 / w 4n O z I APPLV'APPRCVE99NEAiM1ND OR BRACE SCALE: 3/4" =1'-O" ✓y� 70lNN D f+`,-�/ TYP. DECK SECTI ON VCE1r NOTCHING d BORED HOLE LIMITATIONS FOR EXT. AND BEARING WALLS INTOSTtftANDPLRTHERANDD"EE°cre'NONGFROM BOTTOM PLATE TO TOP PLATE,OR OTHER APPROVm MEYAL BTRAP OE4IOEB INSTALLED IN 5GALE0/4" =1'-O" < S SCALE. N.T.5. ADDOROA'NDE MIRTH THE MANUFACTURERS a Ii WECIFICA170I SU SECTIOM MUj E. j 11 TYPICAL FRAMING DETAIL \ 5GALE: N.T.S. U 5 SIDING TOP PLATES "..".... L WR � U"� FINISH WALL = m I PLYWOOD SHEATHING /T'//y A • NO N0T0H EC @g MR?L PERMITTECA "•.` ND I FLASHING /ITh' g i O BORED HOLE MAX. "x8" VINYL COATED WOOD GA51N6 DIAMETER 40 PERGENi HEADER AFTER EACHAINSTDAOR L INSTALLATION) REPAIRED OF SND DEPTH FLt7S?RJCAS�T—C;FdY7ER C#FT8 5/6 IN. MIN. TO E06E / I"x2" WOOD SPACER 5/a IN.MIN.TO ED61I // D 2-1/2" #a WOOD / I j f SCREWS ® a" O.G. I I DfAMAXINTERIOR / / / 2 CASINO / IC PREDRILLED FASTENING .<' / 2 m r HOLES 0 W' O.G. O U B m a aa [f NOTCH MIST NOTIX 6 O,t4 MiLf, I 0 D < O EXCEED 25 PERCENT 1/2" GDX PLYWOOD / OF STUD DEPTH STRUCTURAL PANEL FLOOR.u715T—GNC CUTS O • z BORED HOLE5 5HALL NOT BE LOCATED IN THE SAME GRO55 5ECTION OF GIT OR NOTCH IN 5TUD MAX 0 FROM II � SWPCRT NOTCHED 4 BORED HOLE LIMITATIONS FOR INT. NONBEARING WALLS � DA MAXFINISH SILL lil Q _ R3 ~� 5GALE: N.T.5. I R GDX PLYWOOD ST D p STRUCTURAL PANEL PAZ_ n(n�l.TT O a� EXTERIOR OR BRINC WALL STOOL 3 IJ O RAFTEWCEILING JMTS Q002M PREDRILLED FASTENING INTERIOR HOLES 0 R" O.G. / NOTCWGLTSHAE i4o"E(6 41N1AND9.51N.'WICE PER{:ENFOF SHHEEPU1TE'WI61N U0 METALTA ACHOSSANOYOEACH ✓ ILSEACN 84€W 44¢TH C-t¢h 0�7 MV4X DOUBLE 51LL - / #6 WOOD HOOD CASINO N SCREWS 0 R" O.G. / I"x2" WOOD SPACER WALLH 7'Of'vlArEe PIPEORCONDUITI"x3" WOOD GA5I1,16 Y PIPE 2IN,'ON.fiRgM TOP AND BOT'74M OF%olar D fACTUALDEP'fitr+Q PLYWOOD 5HEATHIN6 STRUCTURAL PANEL ATTACHMENT DETAIL A-6 STRUCTURAL PANEL DETAIL PANEL DETAIL TOP PLATE FRAMING TO ACCOMODATE PIPING TYP. NOTCHING DETAIL 5GALE: N.T.S. WOOD z 5GALE: N.T.S. 5GALE: 3"=1'-O" 5GALE: N.T.S. � OF 7 ROOF RAFTER 3 20tH TER ' N RAFTER TIE @ I6 O.G. ROOF RAF (> � MODEL "G520" ' w GONTINUOUS ROSE VENT X12', Z F-? DETAIL " R " 12' RAFTER GONNEGTOR S �w pO ° o ® I6" O.G. RAFTER GONEGTOR C C Y o: o ° o "2x" ROSE BOARD ONE /° MODEL " H2 " ° I6" O.G. N I SIZE LARSER THAN RAFTERS RIDGE o ° MODEL " H25 " a Lo SHINGLES AS SPEG. o ° DOUBLE o o O = z' /. o TOP PLATE o W >. Z5 I`m ROOFING FELT AS REOP ° Im F3 A_ ° ° W V) v PLYWOOD DEGKINS AS REOV WALL STUD ° ° ° ° Q I v IT, ROOF RAFTER ° ° F r "2x" RAFTERS AS REOV M ~ z W a \ GONTINUOUS SELF ADHESIVE WHEN WALLOTE: TH15 DSTJDS ALISNETAIL 15 LDIREGTLY TOP IZED W V GE DAM MEMBRANE, 2'-O' MIN. RE NNOTER.ALIGNEDEN IUUSE GONNEDGTOR55 NSULATION „ u o~ AS REGi'D \ DETAIL S N DETAIL "52" k T" ON THIS PAGE m w N Q �m La " " RAFTER-TO TOP PLATE TO STUD GONNEGTION 0 16" O.G. RAFTER-TO TOP PLATE CONNECTION ® 16" O.G. Z w w J E RAFTER-TO-RAFTER GONNEGTION T'(P. 0 EACH RAFTER UTILIZED WHEN WALL STUDS ALIGN DIRECTLY K/ RAFTERS © UTILIZED WHEN WALL STUDS DO NOT ALIGN DIRECTLY V1/ R.R. ][ W DETAIL SEYOND o 2ND SCALE: N � �� ) ))` 1 JV � � Ixb FA5GIA ® " H2.5" BY SIMPSON STRONG TIE ,p. MODEL " G520 " BY 51MP50N STRONG TIE .T.S. O MODEL " H2" BY 51MPSON STRONG TIE sGAI-E= N.TS. MODEL � SCALE: N.TS. PREFORMED ALUMINUM Z I , WALL STUD W CU DSL. TO "2x" CEILING JOISTS PERFORMED VINYL SOFFIT I MAY VARY GALV. METAL STRAP END z• AS REOV DBL. TOP PLATE PLATE @ 16" O.G. •• LENGTH P] MODEL " G520 GROWN MOULDING OVER N L "Ix" TRIM BOARD HEADER BASE PLATE W I DETAIL „ u ° (sEYoriD) 3CUTe" QGALV. METAL STRAP LENGTH } SEGOND FLOOR INSULATION AS REO'D 0 16" O.G." " RIM JOIST CLEAR o,aenns oyy ,l SHEATHING AS REG 'D SPAN n y MODEL SP4 0 a, ee . DBL. TOP PLATE SIDING OR STUGGO I W "2x" FLOOR JOISTS I AS SPEG.- SEE ELEVATION o <3)10dx1 1/2' NAILS AS REGIV II WALL STUD EACH SIDE OF STUD \ ' Ele- ND 6� Ff yo DETAIL " V " JAGK STUD WALL STUD p' LENGTH Provide minimum 1' ° LICEnSEa ' end dIstnnce 2ND Equal number o 4. I I FLR LEVEL �1 II DETAIL ,1 W „ speclFl each In r�� i ill m IST DOUBLE TOP PLATE FLR PL I O O JSTUDOIE TO BASE PLATE TO RIM U JACK STUD TO HEADER CONNECTION JOIST TO TOP PLATE TO STUD CONNECTION ® I6" O.G. TOP PLATE TO STUD CONNECTION AT SABLE-END WALL 0 16" O.G. sGA.LE, N.T.5. Y HID II T MODEL " G520 " BY 51MP50N STRONG TIE MODEL "G520" BY 51MP50N STRONG TIE 51-Ai-E, N.T.S. II MODEL " SP4" 8Y SIMPSON STRONG TIE 5GALE: N.T.S. I/2" DRYWALL ON U� GEILIN05 k WALLS C, DBL. WALL C 2x4 STUDS AT I6" D.G. STUD 0 GALV. METAL SSTBL.UD WA RIM JOIST 24"� "J a x OR AS REG2'D c TIE-DOWN w FIR5T FLOOR Q BASE PLATE e GELD MNTAL GALV. METAL WASHER MIN. 3" 50. (MODEL 'BP7 INSULATION AS REO'D JJ 1/2" DIA. x 12" ANGHOR GALV. METAL RIM JOIST BASE PLATE " J" BOLT 0 24" O.G. FINISH FLOOR GOUPLING _ (MIN. 7" EMBEDMENT) AS SPEG. 1 I " " - RIM JOIST DETAIL X SUBFLDOR DBL. TOP L y^� (2) 2 x 6 G.G.A. z II GOUPSILL PLATE } � TA 6 AS REp'D. PLATE LIN6 IST DBL. WALL FLR LVLSTUD DBL. SILL w m q DETAIL " Y " o PLATE FOUNDATION 0 U5 5 i DETAIL Z „ o WALL a c o o it u B5MT. �'J i FLR PL 1 (2) 2x6 SILL PLATE 1/2" DIA. x 12" ANGHOR BOLTS "2x" CEILING JOISTS A 0 24" O.G. MAX. GALV. METAL TIE-DOWN WIN 32" ANCHOR BOLT-WASHER CONNECTION ® 24" O.G. AS REG O ` ° REINF. CONGRETE GALV. METAL TIE-DOWN WIN 32° O Y LL OF EAI CORNER OF STRUCTURE OF EACH CORNER OF STRUGTJRE 1 - _ _ scA:LE: N.r.S. 5GALe: N.T.5. MODEL " BP " BY SIMPSON STRONG TIE SCALE: N.T.S. O �J W GELLA —= — I- O MODEL " PHD2 " BY 51MP50N 5TRON0 TIE MODEL " HTT22" BY 51MP50N 5TRONG 'TIE APPROXIMATE GRADE �� a NATERPROOFING OR WALL STUD z � `�7 DAMPPROOFINO AS REGl'D 1r END I/2" EXPANSION -III-- ASPHALT GOATINS (TYP) LENGTH 0) 0 !� JOINT MATERIAL -11 __- O `� — — — - GALV. METAL STRAP 0 16" O.G. FLRST LVL "� - , 12" SRAVEL COLLAR 4" GONG. SLAB W/ RIM JOIST 6"xb" #10/10 W.W.F. �bt� 2x4 KEY WAY VAPOR RETARDER yA � \ GALV. METAL ' .zI PLATE FASTENER (2) #5 REBARS GOVT. `Y.9`�,ir v? �� , �M j�' 3" PERIMETER DRAIN W/ MODEL # LPT4) FILTER FABRIC N/ ( MOD SOIL 15EE FOUND. PLAN 016" O.G. DBL. SILL PLATE a LTP A 7)00'F . WALL 5EG1�T10 , TWO STORY W/ CELLAR Ci z SCALE: 3/4" =1'-O" O SILL PLATE TO RIM JOIST CONNECTION 56ALE, N.T5. "LTP4" BY SIMPSON STRONG TIE GALV. METAL STRAP 016" O.G. (MODEL " G520")