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HomeMy WebLinkAbout31735-Z Town of Southold 5/17/2022 P.O.Box 1179 co 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42818 Date: 2/26/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 47410 Route 25, Southold SCTM#: 473889 Sec/Block/Lot: 69.-6-9.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/13/2006 pursuant to which Building Permit No. 31735 dated 1/17/2006 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: alterations and additions, including bedroom, bathroom,wet-bar(no kitchen) and decks with ramps,to existing single family dwelling a gpplied for. The certificate is issued to Catapano,Dorothy&Neal of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 31735 11/17/2010 PLUM13ERS CERTIFICATION DATED 9/14/2006 fif-\ (-Neff Carls4 0 v /AVth9rA2ed Signature ou FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold', N.Y. _ BUILDING .PERMIT (THIS PERMIT MUST BE KEPT ON THE <.iPREMI'SES. UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)- PERMIT NO. 31735 Z Date JANUARY 17.; 2006 Permission is hereby granted to: SALVATORE CATAPANO' 4.7420 . MAIN ROAD SOUTHOLD,NY 11971 for . ADDITIONS ' AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS I APPLIED i FOR - at premises located at 47410 MAIN RD I SOUTH/PEC County Tax Map No. 473889 Section 069 Block 0006 Lot No. 009 . pursuant to application dated JANUARY 17, 2006 and approved by the j ' .. . Building Inspector to expire on JULY 17,2007 . I iFee $ 150 . 00 i , I I Leit Aut iure. h . I f ORIGINAL Rev. 5/8/02 SO!/l,�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179G Southold,NY 11971-0959 �p1��0 roger.richertl'a�town.southold.ny.us UffN BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Catapano Address: 49420 Main Rd City: Southold St: NY Zip: 11971 Building Permit#: 31735 Section: 69 Block: 6 Lot: 9.4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: as built DBA: Sabat Electric License No: 4204-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 17 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 2 Smoke Detectors 2 Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors 1 Sub Panel 1 A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 24 Twist Lock Exit Fixtures TVSS r Other Equipment: 1-exhaust fan, 3-paddle fans, 1-cook top Notes: Inspector Signature: Date: Nov 17 2010 a6z) 81-Cert Electrical Compliance Form g%SFFO(,�coG C* = Town Hall,53095 Main Road O Fax(631)765-9502 P.O..Box 1179 y?fol �a Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. 6 Owner: c�.(tJ (Please print) Plumber: ✓GG,rhoh (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. `+c ;pqS3 -P (Plumbers Signature) Sworn to before me this Z PETER PAGAN© NAM POAC,State of NOW Y0* day of _ '( .. -. 20 NO,OIPA6117790 @Oalffled in Suffolk Cook► COMMIJIkion Expires 11/0140 Notary Public, !Su��k County Form No.6 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. 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 r 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. A9 0 ®6 New Construction: Old or Pre-existing Building: (check one) Location of Property: W/1 ` //—4 d �, / House No. ( Street Ha et Owner or Owners of Property: CSL V q 7�l/e__- Suffolk County Tax Map No 1000, Section �( Block to Lot Y, Subdivision Filed Map. n Lot: Permit No. 3/V 3 5 Z Date of Permit. Applicant: �csX Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ Applicant Signature Form No.6 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. 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$155.00 Date. J " ;i— New Construction: Old or Pre-existing Building: (check one) I �} Location of Property: 3 �� Z S � `l�- ` l . House No. Street H*Tet Owner or Owners of Property: �\j (� C /� �' iq OQ� Suffolk County Tax Map No 1000, Section a1 Block LP Lot q, �. Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate FL, C W CWtif r t (check one) Fee Submitted: $ S� C MAR - 2 2012 pplicant Signature BLDG. DEPT. TOWN OF SOUTHOLD &pF SO�jyo Twat Ha Anncx � � Tcicphonc(681)765-1802 54375 Maia Road ax(631)76�g5p$ P'0.Box 1179 G r0 er.riche �tvwn,$ou t101d_n US Soulhola,NX 11971-0959 # BUUA)ING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: no r a4- Date: f 1- 16 —M Company Name: ` CSa .,—I Name: License No.: Address: ¢ �� h �'Ial��r c ,7Y • ' � Phone No.: JOBSITE INFORMATION (*Indicates required information) "Name: *Address- qq qg, Mv *Cross Street:Phone No.: 6 g 6 Permit No.: S / _7 Tax Map District: 1000 Section: -- • Block Lot: *BRIEF-DESCRIPTION 2OF WORD(Please'Print Clearly) ifeh � dt�L7 Livrv, e (Please Circle All That Apply)' *Is.job ready for inspection: _6/ NO Rough In To you need a Temp Certificate: YES/ CO Temp Information (if needed} *Service Size: 1 Phase 3Phase 100 150 "200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form So(/l 3 o� yol � o coUNiV,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [/]/FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: s DATE .ice INSPECTOR � so 317 35- Z, co TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION I ST ] FOUNDATION 2ND INSULATION r FRAMING / STRAPPING FINAL �K [ I FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION RE"RKS: dut P. Ee 7 -2907�� 61;�;4� 1 74— v DATE INSPECTOR 31 7/ �_ OF SO(/ryol � o couhm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & HIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR OF SOpT�o cOUNT`I,a TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTF N [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARK DATE /,,- INSPECTOR-. i J L 3 SOUrh o�yeou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 0 DATE � -INSPECTOR -2 � Ty hod olo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS TION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: L�2 alL,e_ l� o� DATE INSPECTOR . SECB PROFESSIONAL ENGINEER 1725 HOBART ROAD/PO Box 616 SOUTHOLD, NEW YORK 11971 TEL:631.765.2954 FAX:631.614.3516 • e-mail:joseph@fischetti.com Date: July 6, 2011 Reference: 47420 Main Road Southold Building Dept PO Box 1179 Southold,NY 11971 Dear Mr. Verity, I have inspected the deck and it has been constructed to the as constructed plans dated April 5, 2011 and I certify that to the best of my knowledge are in accordance with New York State Building Codes. y° Cut gOFESS1 D �yOV 1 0 2011 BLDG.DEPS. TOWN OF SOUTHOID DaU=915 BOARD CERTIFIED STRUCTURAL ENGINEER FIELD INSPECTION REPORT DATE COMMENTS f FOUNDATION(IST) �}J -------------------------------- FOUNDATION(2ND) — U /o- .� OL 7 � ROUGH FRAMING& ^ , r u jo, H PLUMBING v : ® INSULATION PER N.Y. r y STATE ENERGY CODE l! o 1T FINAL ti / Q�l ADDITIONAL COMMENTS 3 - C, o b pO C a j0 Irl -' tom✓ h,�l^. o m: IL � b H � O x C� b H • 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. -51� �.� � Check Septic Form N.Y.S.D.E.C. Trustees Examined / 7 1 20 Contact: Approved ,20 ail to: Disapproved a/c Phone: 76 Expiration l ,20_e= Bu' ding I spector JAN 1 U. A PLICATION FOR BUILDING PERMIT t.;f' ,.; �E Date .r L 3 , 20 66 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied,,or used in whole or impart 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 of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (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. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: _ X71 I® MA-10 RD House Number Street to Wz1f%83 91 10 County Tax Map No. 1000 Section ® Block ...td y Subdivision Filed Ma„ ; Tts tr. c �aS1(gyG 12zE0te (Name) e existing use and occupancy of premises and intended use and occupancy of proposed construction: . _ a. Existing use and occupancy b. Intended use and occupancy51��N CI✓- 3. Nature of work(check which applicable): New-.Building��: Addition, Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 75 .000 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 6. If business, commercial or mixed occupancy,.aspecify nature and extent of each type of use.. . 7. Dimensions of existing,structures, if any: Front �b Rear _ Depth 30 Height I (o ' Number of Stories 1 Dimensions of same structure with alterations or additions: Front - b [Rear -7 o' Depth (-� ` Height �o ` Number of Stories 1 8. Dimensions of entire'new construction: Front "Z0 Rear ?%o Depth 3, r Height \lo° Number of Stories 1 9. Size of lot: Front o°�,3� Rear 23-7 Depth 34-o A 10. Date of Purchase 0% Name of Former Owner 11. Zone or use district in which premises are situated O 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO_ 13. Will lot be re-graded? YES NOkWill excess fill be removed from premises? YES NO 14. Names of Owner of premises S• CATAP IOW ..Address 477Y20 AMIAf&Phone No. 63( -7&S-AWS- Name of Architect Address S bu--1-K vGk& Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES.&D.E.C. PERMITS MAYB QUIRED. 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) S: COUNTY OF k 0 U �6 C Obeing duly sworn, deposes.and says that(s)he is the applicant (Name of individual signing c tract) above named, (S)He is the Conj_0- (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 20� Notary Public Signature of Appl cant UNCA S.CARLSOR Notary Publlo,State of New Ybtk No.OICA6137178 Oualified In Suffolk County Rommiseion Expires Nov 14,20,� SO�ryolo Town Hall,53095 Main Road Fax(631)765-9502 P.O.Box 1179 G • Telephone(631)765-1802 Southold,New York 11971-0959 'Q �yCOUNTY,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD January 31, 2007 Salvatore Catapano 47420 Route 25 Southold,N.Y. 11971 To Whom It May Concern: We are unable to complete your Certificate of Occupancy because of the following reasons: 19=�„0An application for Certificate of Occupancy is not on file. (Enclosed) 5TElectrical Certificate on file. OJA file. ! UA Check is not on file. —$25.00 No Health Department Approval on file. No final inspection has been made. � onl o Plumber Solder Certificate on file. All permits involving plumbing being ,•�. issued after April 1, 1984.) Certificate of Compliance from Southold Town Trustees. Approval of the Zoning Board of Appeals BUILDING PERMIT #31735-Z (ADDITION & ALTERATIONS) SOUj�,o Town Hall Annex l Telephone(631)765-1802 54375 Main Road 41 Fax(631)765-9502 P.O.Box 1179 Southold,New York 11971-0959 Ol COQ y�OUNTY,�� BUILDING DEPARTMENT 2nd Notice TOWN OF SOUTHOLD October 21, 2008 Occupancy or use is unlawful without a Certificate of Occupancy Salvatore Catapano 47420 Route 25 Southold N.Y. 11971 To Whom It May Concern: It has come to the attention of the Southold Town Building Department that a Certificate of Occupancy has never been issued for Building Permit #31735 issued on Jan 16, 2006 for additions and alterations. In order to rectify this situation please submit the following to this office, so that a C.O. may be issued. An application for Certificate of Occupancy is not on file. (Enclosed) �Th ec file-$ 25.00/Being returned out ted. No Health Department Approval on e. No final inspection has been made. No Plumber Solder Certificate on file. (All permits involving plumbing bein issued after April 1, 1984) Certificate of Compliance from Southold Town Trustees. Approval of the Zoning Board of Appeals* Final Planning Board Approval. ho�*ov so�Ty®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road CA tic Fax(631)765-9502 P.O.Box 1179 G �Q Southold,NY 11971-0959 �0 % enu TI,� BUILDING DEPARTMENT TOWN OF SOUTHOLD November 22, 2010 Salvatore Catapano 47420 Route 25 Southold, NY 11971 TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy Application of Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$25.00 Final Health Department approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board approval. Final Fire Inspection from Fire Marshal. Final Inspection from the Building Dept. Final Landmark Preservation approval. Building Permit: 31735-Z addition SO!/Tyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G • Southold,New York 11971-0959 O BUILDING DEPARTMENT TOWN OF SOUTHOLD August 9, 2011 Salvatore Catapano 425 S. Harbor Rd. Southold, NY 11971 TWO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of U"0.50 d b Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. 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B5-•w-2z[ STATEMENT OF INTENT ` r 913 - THE WATER SUPPLY AND SEWAGE DISPOSAL —"" SYSTEMS FOR THIS RESIDENCE WILL O THE T CONFORM T STANDARDS OF THE • SUFFOLK CO. DEPT. OF HEALTH SERVICES. APPLICANT i "' 1 114- �i SUFFOLK COUNTY DEPT. ' OF HEALTH i ` I +? # '_ „�� •'. ''`' s PP FOR SERVICES — A ROVAL OF t `� CONSTRUCTLON ONLY DATE • i`-' � {�✓�'ai}� ,.-3 ! ! # _.� _ H. S. RE-F. NO.. =c $ e �$ �;• —j '�i �' J J Mtr i ✓''� APPROVED: ,.:...�•--"1W _ rte, .Y y /zi... SUFFOLK CO. TAX MAP DEStGNATION: j Qtt :`ISR- O' ---' Y' � f i DIST. SECT. BLOCK PCL, _ r t, I t0(Z0 0!x� � } ;• 1'r OWNERS ADDRESS: r' ?Of C.QUFZ-k4- Y LAI.__`_ . _r. t • sSUFFOLK COUNTY HEALTH DEPARTMENT - DEED: L. P. cflNGLE FAMILY DWELLING ONLY _�=���� `µ_= ___.._�: t j . t .rti;a .r; TEST HOLE STAMP E H.D. RF. NO. E,-. �. r '3 7- Mr`"h:,^r.N.0 k%u Aor'?7.`.3R 9i DAT CSC 1 1986 7,� �Sm Now Yvt T .yy�yy :•;�tt?i ar E rcra. } 4t1 + 7-..0 AMI . (�4;^9""'L`�ip:'F:#lFSC3CV Map L���Ccu THE AGE DISPOSAL AND WATER SUPPLY FACILITIES FOR f S �" TZ-I•�;v,runel'W 0"71 or ' LOCA• N HAVE BEEN INSPECTED BY THIS DEPARTMENT AND r�^p��� o`��4 FOI y TO BE SATISFACTO{/R��Y. -- _..__ . �" r - _ CDA,e5 iw ����; r x-i t/+ =1' n_ t ` _ �, ,1, - �_ r—�. ;"^ .r w -,Nt to L*_`'.^-2'e`J.:.'k r,4wn2 er Cfl r- .• ,,,J ._✓.,_ _ +^:y k7£ C F•=•£F^bY .t 'aGiFt L CW7+fl' `�` s water Management Section . k�i•i< L.-.sk. 2.- i aa`v:s;kln,,�n k.Ca- ,F r_et .r r�.{*i+.. �a _ .- j•_ �..�J "t�:;ci: .`•��:.'�-.T+:tea'P'(G-tk''4%'t�s6C87E]t7�Si C-!.:•+:,3, .3:9tb:., i` ,C.I~ SEAL f^.:z— --��_ }„_�:., _,_i APs;',.J�:;� { - ty^� {rs.y •r- F� •T` r -VA q, _- ---=�- 0r d�Eyp�Y • � �af".-`��.��=µ��t� �,�t^3�:•�3tz st`3.i c.._:cry-' /��t�4� �1G g• �'e•° f5 i . 34�I A,'MAP RO�DEftcl/�K VAN tUYL, P.C.��i e� •_'�!�(3��fG. �-�`��.`-�'d'`t�t��' S'� �` .F's�s ^" T���''f� _'-�'-,ce�'vjt�£�('-:.�. �G G•..r�.�r.-�` �y�o,� LICENSED LAND SUPINE ORS ;;' e ��S CS 2� ._..... .__-.., .__._�.._... � - GREENPORT NEW YORK fBt£OYNE.PDST. N83324 i Cn � v V zA W Aon CA z A J ox H � ago Cn v Q RIGHT ELEVATION SCALE: 1/4" = 1'-0" eo w � z Zw um) J Z0�X " " -LL1 t -1-Ml Om O O = M 0- Oc..o t Cw/) <) O FRONT ELEVATION SCALE: 1/4" = 1'-0" � ;� V�pn. • Q525�� ��C� DRAWN BY: JF April 05, 2011 SCALE: 1/4" = 1'-0" REAR ELEVATION NOV p 2011 SHEET NO: SCALE: 1/4" = 1'-0" BL .OIJP OWN OfOGSOIITHT 0Lp i 4'-0" r — -- — I I I I I I I I _ I I _C? I I M V, W Z A I I (yJ W Q P4zA - - - - - - - - - - � 0 1� - 11`1— 111 � III Lr) I J I11 III 1 I ao III III W III I11 N Q III LCL), III VIII V IDI11 F-III Q X111 0 Q 0 l 111 111 V I V 0 III I 0 111 � I X 111 L(1 111 L(1 N I11 N III 111 111 -� A N III ry III I III `'�III A /2X8 PT D1A � nl " @16"OC / lil lil n1 nl I Lu nl ul EXISTING - o ° III I11 t 111 O ID::: 0 0 III 1 L 111 0 N O III Ln O III En N j� n1 nl N I11 X I11 �-.III N I11 N III N I11 ® 10"dia.CONC.PIER 111 --111 LEDGER BOARD TO BE FASTENDED 3'+/-BELOW GRADE TO BUILDING WITH TIMBERLOK® (TYPICAL) IiI III SELF-COUNTERSINKING SCREWS w BY OLYMPIC MANUFACTURING ce D (2 SCREWS @ 32"O.C.) iii Q (D iii Q nl 1 n11 0 Irl %(1 9111 t.O X III X "I N 111 N I11 ry 1112X8 PT DIN III III @16"OC ~III III _ I11 I11 0 I AllI11i4— 111 J \ I I 71-011 71-011 21-411 II o1 16'-4" ao ao �n I I � W 11 1-511 IC 31-211 .I I-511 1 W 1. ✓I .J Z a L (2) 2X1z z 0 PTGIRDER J � — � — — � — W m p N 6'-O" 6'-10" 161-411 I I .J X -j L6 Qm0ti 0 O FOUNDATION PLAN a oco B I SCALE: 1/4" = 1'-0" w Z, ry 1 I I y pj, FLOOR PLAN' • ' GAL- 1/4 = 11-011 I I `,D�ESSIO�P� I I DRAWN BY: JF lv I I April 05, 2011 I I SCALE: 1/4" = V-0" I I I l SHEET NO: 3'-0" V V V z A W A � 0 ,-, 0 � zA J ox H zo � P-4 � o Cc) H C!') v Q EXISTING O fV 5/4X6 DECKING 2X8 PT D) @16"OC ° (2) 2X10 ACQ GIRDER �n .� •°'b °'C -H 10"dia.CONC.PIER----w EXISTING ;r rn e o� s D a. SECTION A—A SCALE: 1/4" = V-0" w . w � z Z (DzU.� 70 EXISTING 0 Q N LLJ - - -- Qmocp o11E a°: o � Cn U fV — - w Sir, - — 2X8 PT DJ @16"OC LL T (2) 2X10 PT GIRDER <� e O a°b .g :tQ c �s OFh�Wy "dia.CONC.PIER �a L ° A Cy�T a: M e EXISTING r � cc uj SECTION B—B0. 052 0525�� °: SCALE: 1/4" = V-0" ---- DRAWN BY: JF April 05, 2011 SCALE: 1/4" = V-0" SHEET NO: EXTERIOR ERIOR DOOR/ WINDOW SCHEDULE ALL R.O.'SToBEVERIFIED PRIOR COMPLY WITH ALL CODES OF ABBREVIATIONS SYMBOL KEY To CONSTRUCTION _� APPROVED AS NOTED NEW YORK STATE & TOWN CODES - - _ ---------- -_ E ------ AS-- O J ASR QUIR D AND CONDITIONS OF TYPE MANUFACT'R & UNIT No. UNIT SIZE (WxH) ROUGH OPENING (WxH) REMARKS DATE: �1 �� B.P.# 1"43 , S01,7HOLD TOWN ZBA C AT .11N." t11PJIMUt:1 _ WALL CONSTRUCTION ----- - ----- V` _--. ACOUST.I' ACOUSTICAL MSCI! MISCELLANEOUS "- �., - - ___._.-...._.__-__. ..-__.___. _.. ._ __- ._ .._. - ,._ A D..; AREA pF.A!PJ MTD,I MOUNTED 1 D9L HUNG A:JDER!.EN 400 SERIES-TV,210.10 2-11 5.,"X 5'-0 7!8" 3'-01/8"X 5'-0 718' NOTIF SLIDING DEPAR�T�ME�NT AT SO `OLD TOWN PLANNING BOARD n �r r e n _ _ __ CCPJSTR'1CTIOfJ APOVE .. --"-- -.._. •�. ADJUS' ADJUSTA.P,LE MTL.I! VETAL - "HOLD TO�lA, TRUSTEES _ , - t, r '�C.• �• _ .._..._�8, 3'-0 t/8'Y,5'-07, � 765-1802 8 AM TO 4 PM' FOR THE SOL ., A F.F!J ABOVE FINISHED FLOOR Y^: MATERIAL r.1,;:t�`t 2 DBL HUNG A,I`IDER J 4,+0 SER., S TN21iv7II! 2'-11 5/8'X 5'10 7. `8.• _ n DENOTES DI, JoIO J TO FACE OF - LL('''NING INSPECTIONS: ALUMINUr:1 N A.E NUM?ER _ -1 _ FINtSH,ROUGH OPENINGS CN!N')OWS) - ... _ _. .. _-. . _ . . 1. F�, NDATION - TWO REQUIRED ,._ N.Y.S.DEC APPROX:' APPROXIMATE N I.C. NOT APPLICABLE OR DOOR SIZES 3 SAY ANJDER^rN 400 SERIES-TW3'J-3431018 T-015!16'x 4'2114" T-01!8'X 4-2 3/4' FC 1 POURED CONCRETE 16 II BLDG' �n T i I ^RUCTION SHALL ARCH ti ARCHITECT,ARCHITECTURAL N0:! . NOT IN CONTRACT 2. ROUGH - FRAMING & PLUMBING �, L r>1n ` T B'.1ILDING N.T.S:J NUV-9ER FINISHED SURFACES 3. li SULATION �AE� r , �I'PEMENTSOFTH!E BLKJ. BLOCK O.C.° NOT TO SCALE r 4 INS1N„•JG OWNER To SELECT" _..._ _._. _ __ _ .___ . __-._. _.._-. _.. 4. FINAL - CONSTRUCTION MUST 1v" CODES Ur i� 5 CAt " BE COMPLETE FOR C.O. t ARK ST BLKG." BLOCKING 0 D' ON CENTER 7-015+16'x 4'-21:•:' T-01,8"X 4-2 34' THE _. �V Y - - - - - - - - - - - -- ---- ALL CONSTRUCTION SHALL MEET DENOTES CENTE IFIE UNLESS 6 DPL HUNG-PAIR ANDERSEN 400 SERIES-TW210410-2 5'-11 1!4'X 5'-0 7!8" 5-113.14'X 5'-0 7/8" BEA t:1 Q H P OUTSIDE DIAMETER REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR PLUMBING COT. BOTTO'.1 ,c OPP� ' OPPOSITE HAND L OTHERWISE SPECIFIED i� DESIGN OR CONSTRUCTION ERRORS. ALL PLUMBING WASTE B.P., BUILDING PAPER PERL✓f_ OPPOSITE 7 DBL HUNG-PAIR ANDERSEN 40^SERIES-T'N210410-2 5'-11 114"X 5-0 7!8" 5'-11 3.'•1'X 5'-0 7,`8" &WATER LINES NEED BS"AT.;' BASEk ENT PERP:! PER!METER B'TWN.' BETWEEN PG 1 PERPENDICULAR SECTIOWELEVATION NUL".PER _ _ .. -- _ TESTING BEFORE COVERING 8 DBL HUNG-PAIR ANDERSEN 400 SERIES-TW210410-2 5-11 1!4"X 5'-0 7!8" 5'-11 314'X 5'-0 718" CL CENTERLINE PL.,! PAGE A0. CA9:' CABINET PLUMB;1 PLATE �--'- DRAWING SHEET NUMBER - - � . . (`OD ZONE 9 LNSWItJG O:.'NER TO SELECT » » CER.ij CERAMIC PLYWD' PLUMBING C,Ot�:.te'-Y WITH�CHAPT -R 46 FLC . DAMAGE PREVENTION r, t� CL.;. CLOSET PR.:: PLYWOOD DETAIL NUE"BER 10 DBL HUNG-PAIR ANOER;EN 400 SERIES-71"124210-2 4'-111'4"Y,T-0 718' 4'-11 3,'4'XT-0 TT" SCL.' ,SOLD TOWN CODE. . C v U PANCY OR CLG ' CEILING P S F.!. PAIR AU.� - - COL.1 COLUMN S I DRA'N?IG SHEET NUMBER V��E IS UNLAWFUL L+ PER SQUARE FOOT 11 DBL.HUN; ANDERSEN 400 SERIES-TW24210 2'-5 5B"X X-0 7!8' 2'-611/8"X X-0 7!8' uj CONC.0 CONCRETE P.T., POUNDS PER SQUARE INCH -- CONST..: CONSTRUCTION PTD.�i PRESSURETREATFD 1 EXTERIOR 12 DBL _ r WITHOUT CERTIFICATE, � O " n G PE-USE EX )TING 1VfNDOW' ERTIFICATION OF . . CONT. CONTINUOUS P.V.C.P: PAINTED CPTB CARPET QTY.!' POLYVINYLCHLORIDE -. . - --_-- _ . ._. . _ - CONNECTIONS OF OCCUPANCY w 13 DBL HUNG MATCH SIZE OF UN'T k12 f LQUIRED. I 0 CTR: CENTER R QUANTITY O INTERIOR DOOR NUM3ER -0 C.V G.!I CLEAR VERTICAL GRAIN R.D.r RADIUS,RISER 0 r- D. DRYER REFRIG ROOF DRAIN i ( 1I A t- DIA.! DIAMETER RFItJ ,;; 1 WALL CONSTRUCTION TYPE R_ER CERTIFICATION REFRIGERATOR RETAIN STnQ"" NATER RU.17 Div LF-AD CONTENT13EFORE - DIM.1 D!MENSION REQ'D REINFORCING PURSU^ �- _:ICN 45-1 CERTIFICATE OF OCCUPANCY DN.': DOWN P, .J REQUIRED _ ELEVATION DESIGNATION AEOVE 0'-0" 3n D.S i' DOWNSPOUT R^1.0 ROOF �1f DATUM UNLESS OTHERWISE SPECIFIED ROOF OF THE SOLDER USED IN WATER o DW D!SH',NASHER R.Ox ROOM SUPPLY SYSTFM CANNOT DWG: DRAWING SCHED' ROUGH OPENING \l� ' c I i � EXCEED 2'1 a OF 1%LEAD. � � �o V_AXI„NJt.,B_R E.1 F.S.; EXTERIOR INSULATED FINISH SYSTEM SEC%' SCHEDULE CENTERLINE A.XJS UiiDERWRITERS CERTIFICATE ELEC: ELECTRICAL SHT.'' SECTION i REQUIRED "-� ELEV., ELEVATION SIM.!; SHEET - - EQil EQUAL SPEC.' SIM!LAR EXI;T!; EXISTING SQ.' SPECIFICATIONS { �•.! F.D.0 FLOOR DRAIN S S-' SQUARE FINN FINISH STD.;! STMNi_ESS STEEL FLOUR, FLO'JRESCENT STL.° STANDARD FLR+! FLOOR STOR." STEEL LEGEND FLSG,! FLASHING STRUC I! STORAGE -----_----w_-_-_-____-..__--- ------_-_-- FOUN." FOUNDATION SUSP.� STRUCTURAL FTi FEET,FOOT SW.lI SUSPENDED EARTH T' SWITCH GA.' GAUGE TEL.' TREAD BATHROOM WET BAR GALV,JI GALVANIZED TBG., TELEPHONE CONCRETE G.C. GENERAL CONTRACTOR T.O. TONGUE AND GROOVE G W'B" GYPSUM WALL BOARD T.O.C!! TOP OF r,,"�*�lr�`"';',-a 2" 2n H.B'. HOSE BIB T.O.S' TOP OF CONCRETE P " GRAVEL -- -- HDWP, HARDWARE T.O.Wl TOP OF STEEL -,; 1 1/2" 1 1/2" 1 112" r r HEM HEtv'LOCK TYP I! TOP OF WALL STEEL HORIZ.;' HORIZONTAL T.P. TYPICAL 11/2" H M.7 HEAT MIRROR VERT.;! TOILET PAPER DISPENSER LAV. LAV. H.V.A.0?1 HEATING VENTILATION 8 AIR CONDITIONINS W 1/i VERTICAL BATT INSULATION I D.: INSIDE DI.Ar,!ETER W! WASHER �-_``:.mss INCH,INCHES W.C. WITH h _; RIGID INSULATION �f v. INSUL.I! IN,ULP,TIOIJ, It,oULATED WD.iJ WATER CLOSET INT.,,' INTERIOR W.H.;, WOOD 11/2„ t_�� 11/2" �, lA.P1J' LAMINATED WIND." WATER HEATER ! GYPSUM WALLBOARD FIRST FLOOR LAV a LAVATORY W.W'M q 21' 4 LB. POUND W90' WELDED V.IRS MESH T" \- L.F.i; LINEAR FOOT Xi WITHOUT >'X .;r� MASONRY IJ LVR,r LOUVER YD.I INDICATES TIMES OR BY � '= CLEAN OUT 3' , MAX.!, MAXIMUM YARD TO SEPTIC SYSTEM MF_CH;! MECHANICAL BLOCKING MFR.!! MANUFACTURER FRAV!NG MEM^ERS GENERAL NOTES: .-- PLYV:'OOD . RISER DIAGRAM -� - - -- -------- --- ----- - ------------------ LAMINATED VENEER LUMBER 1.)ANY ERRORS,ONIMISSIONS,OR CONFLICTS FOUND IN ANY PART of THESE CONSTRUCTION DOCU"AENTS w SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. FINISHED WOOD 2.)WRITTEN DIMENSIONS ALWAYS TAKE PRECEDENCE OVER SCALE.DO NOT SCALE THE DRAWINGS. U) 3.)ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST EDITION UNIFORM BUILDING CODE AS ADOPTED AND ANY OTHER LOCAL,STATE AND NATIONAL CODES,ORDINANCES AND REQUIREMENTS GOVERNING THIS LIJ CONSTRUCTION. ZONING > 4.)VERIFY BOTH EXISTING AND FINISH GRADES WITH THE DRAWINGS. SUFFOLK COUNTY TAX MAP -1000 - ^ O 5.)VERIFY ALL BUILDING LOCATIONS AND CONC,PAD ELEVATIONS WITH THE DRAWINGS PRIOR TO PROCEEDING. DISTRICT 75 6.)VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE BEFORE PROCEEDING VERIFY ALL FIELD SECTION - DIMENSIONS OF EXISTING CONDITIONS, BLOCK - 7.)ALL DIMENSIONS AND NOTES SHOWN ON ONE PORTION OF A DRAWING SHALL APPLY TYPICALLY TO ALL PARCEL - OPPOSITE HAND OR SIMILAR CONITIONS UNLESS OTHERWISE NOTED. DIMESIONAL REGULATIONS 8.)DETAILS SHOWN ARE TYPICAL.SlIMILAR DETAILS APPLY IN SIMILAR CONDITIONS UNLESS OTHERAl!SE NOTED. PRINCIPLE - 9.)ALL DIMENSIONS ARE TO FACE OF FRAMING UNLESS OTHERWISE NOTED. FRONT SIDE,MINIMUM EXIST.HOUSE 10.)VERIFY ALL ARCHITECTURAL DETAILS WITH THE STRUCTURAL REQUIREMENTS BEFORE THE ORDERING SIDE,TOTAL ACV OF OR INSTALLATION OF ANY ITEMS. REAR 11.)SKYLIGHT LOCATION AS SHOWN ON THE FLOOR PLANS SHALL BE CENTERED IN THE SPACE UNLESS ScaIc OTHERWISE NOTED.ALL LIGHT FIXTURES ARE SHOWN ON THE ELECTRICAL PLANS. N/A 12.)VERIFY ALL PRODUCT DIMENSIONS WITH THE MANUFACTURER FOR PROPER FIT AND INSTALLATION. I)atc 12-4-05 ENERGY CALCULATIONS DRAWING LIST _ Iter'. PROPOSED --- - -- _.._ -- ____ --_ �_T_- -- _---- ------------------------__=_-__- ` ADDITION " ARCHITECTURAL:A-SERIES CALCULATION OF COMPLIANCE (as per P,EScheck 3.7 release 1) -i - A 1.1 COVER SHEET Component Assembly Gross Area s.f, j Cavity R-Va!ue U-Factor UA A 1.2 SPECIFICATIONS Ceiling I Flat CeitinrJ 806 130 ; 1 28 A 1.3 WIND DIAGRAM Wall i Wood Frame 16"o.c. 1335 i 19 ; 168 A 2.1 PLANS I ' A 3.1 ELEVATIONS Window V`JD Frame Dbl Pane Low'E 163 57 SS A3.2 CROSS SECTION . 4 r }Q w 5�* GE A4i ��F .'�' I_)ni 'int,, No . Door Solid 36 . .2 7 0� py Floor -- ' NJd Joist " over Unheated Space j 806 21 I 135 Compliance-PASSES i Max UA 235 j Actua!UA 125 1 17°G; better than Core =101A " C:\Dor iments and SW.hgs\Adam\, v rw„manwmynnc,rbc wI2mgI2mgP s%ra+aPLIk-t-,r, r-c,.h,v,fly" 121717rwls c-nlell nr" ti- t"-f .,d SPECIFICATIONS ENERGY NOTES 31) Under the slab shall be placed 2" of sand over a vapor retarder - 29) TJI Joists to have solid blocking and web stiffeners, when above wails or Fortifiber "Moistop Ultra A" (www.fortifiber.com). Contractor verifies that he has posts sit directly above. 1) This construction conforms to Residential Code of NYS, Chapter. 11 and the reviewed the installation guide for this product.. GENERAL CONDITIONS Energy Conservation Construction Code of NYS. 30) Web stiffeners to be 5/8" on TJI 110 joists, 7/8" on 230 joists and 360 � 32) Sub-grade preparation under slab - The existing sub-grade should be joists and 2x4 for 560. 1/8" gap to be left at the top between stiffener / 1) The contractor is responsible tor checking all dimensions and conditions on 2) Model Energy Code compliance method and inspection checklist, enclosed cleared of top soli,and organic matter and stockpiled separately. Pronounced and flange of joist. +tie job. Where conditions prevent obtaining dimensions they should be using MECcheck software type Version 3.5 Release 1, REScheck Software. soft and hard spots should be excavated and refilled and compacted with a checked by engineer. soil similar to the surrounding soil. 31) Two or three Microlom LVL's shall be connected with 3 rows of 16d nails 3) A minimum of 1" air space shall be provided between the insulation and 12" O.C. Four Microlam LVL's shall be bolted with 2 rows of �" bolts e 12" 2) Construction contractor and his subcontractors agree that In accordance roof sheathing. 33) Granular fill, such as gravel or o mixture of sand and gravel shall be O.C. with generally accepted construction practices, construction contractor and his used as fill under the vapor barrier, If soil is 'disturbed, mechanical subcontractors will be required to assume sole and complete responsibility for compaction to 95% relative compaction in soil lifts not exceeding 8". 32)' Web stiffeners to be installed on contilever TJI's 0 support points. job site conditions during the course of construction of the project including CONCRETE SPECIFICATIONS safety to all persons and property and that this requirement shall be made to 34) Curing of concrete slabs open to ,the elements is to be done by keeping 33) Do not bevel cut !-Joist beyond the inside face of support. apply continuously and not be limited to working hours. Contractors agree to 1) Inferior and exterior footings, slabs, and walls shall be 3000 PSi concrete the stab wet and at temperatures between 40 and 70 degrees F or using a defend, indemnify and hold "design professionals harmless from any and all unless otherwise noted. curingcompound. liability, real or alleged, in connection with the performance of work on this P 34) Full width engineered lumber can be substituted for (2) or (3) members project. 2) Footings below columns to be 24"x24"x12" unless otherwise noted. 35) No vehicles shall be placed on the slab until the 28 day strength is of the same type lumber. 3 AIl work performed b the contractors shall conform to the requirements of achieved. 35) Hangers are shown on plan. Contractors to. consult architect/engineer if ) P y q 3) Contractor to verify sol! bearing capacity fa be not less than 4000 PSF. hanger is not shown in drawings. Contractor verifies that he has reviewed local, municipal, state and federal laws as well as any other governing No footings or slabs are to be cast on uncontrolled fill, loose soil, organic 9 "Wood g ' » requirements, whether or not specified on drawings or in specifications. Simpson N�ood Construction Connectors catalog for fastening details. q P g P material, frozen ground, mud, clay or other unsuitable materials. if any of FRAMING NOTES Contractor to be responsible for required inspections) of his work. these situations ore present it should be brought to the attention of the engineer. 1) All framing lumber to be Douglas Fir #2 or better in an S-Dry condition. 36) Contractor to provide roof ventilation net open area equivalent to 1/300 4) The contractors shall notify the architect/engineer immediately if he cannot of the affic floor area provided a vapor retarder Is installed on the warm side comply with the work called for on the drawings. 4 'Contractor to verify existing and seasonal round-water level. if level is of affic ventilation. ) Y 9 9 2) All sill plates that sit on concrete to be double 2x6 pressure treated. within 2 feet of the bottom of the basement footing the architect/engineer Fastening of rim board to sill to be 10d foe nails 6" on center. 37) Contractor to provide crawl space ventilation openings to be not less than 5) The contractors shall ratify the architect/engineer of any discrepancies should be contacted. between the drawings, notes, specifications and field conditions before 1/1,500 of the under floor area where a vapor retarder and openings placed C) 3) Termite shield shall be either copper or COP -R-TeX and extend 1 commencing any work and request clarification. 5 Concrete shall be air-entrained with an air content not less than 5% or to provide cross ventilation. Ventilation not required when ground surface is e� product,minimum on each side of the concrete wall. Sill sealer to be used with this covered with an approved vapor retarder, the perimeter walls are insulated and W 6) Cmore than 7...ontractor to verify new work with survey. the s Pace is conditioned. 6) Concrete slump shall not be more than 5". Engineer has approval to reject 4 Two rows of blockingto be installed ever 4' along concrete walls where 7) Contractor shall be responsible for cutting, fitting or patching to complete concrete if slum is larger than specified. ) Y g 38) Ceiling joists "used or collar beam.. to be nailed with (8) fOd common U) the work or make the parts fit together properly. p p the first floor joists are running parallel to the foundation wall. The plywood nails at the joist rofter connection unless otherwise shown. p floor is to be nailed into this blocking. 7) If concrete is delivered in .on outdoor temperature lower than 40 degrees F 8 The contractor shall be full responsible for the removal or replacement of 39) Floor to floor tension ties (Simpson CS 20 x 36 ) to be Installed every co Y P P it should be heated to insure that 'it will arrive of the job site having a 5) Fas`ening of exterior plywood to rim joists (box beam) and double top 3?_" around house perimeter holding second floor studs to first floor studs Q -a damaged or defective material or poor workmanship. They shall replace or temperature of not less than 60 degrees » p g For greater than 85 degrees F. Tates to be 2 rows of 8d nails 3 on center. Fastening of plywood to double � � p P 9 P Y unless otherwise shown. Partially Enclosed Buildings to have floor to floor repair as directed by the architect/engineer, all such damaged or defective „ materials, which shall appear within a period of two ears from the date of sill plate to be 3 on center staggered into each 2x member. tension ties every stud. Tension ties to be located on each side of door or o PP P Y 8) If it looks as thauah the temperature of the ambient air will fall below G substantial completion of the job. freezing for 3 consecutive days, cold weather concrete specifications will need window openings over 4 and within 2 from ail corners unless otherwise 0 to be followed. Contact Engineer if this is going to occur. 6) Fastening of top and bottom plate on interior walls to be (2) 16d nails shown. (9) 8d nails to be installed of each end. C/) 9) The contractors) shall remove, all rubbish, waste materials and surplus every 12". Top plate to be connected to ceiling joists or with blocking spaced < materials that are a by-product of their work. 9) The addition of any admixtures to concrete shall be approved by the not more than 12" on center with (2) 16d nails every 120. 40) Double LVL's or dimensioned lumber shall be installed around all fireplace, Engineer. stair openings and skylights wlth, connector hardware. 10) Contractors shall provide all necessary profeciion for his workers. 7) All deck ledgers to be Pressure treated 2x material. Ledgers to be �..� 10) Two concrete strength test cylinders, 6" in diameter by 12" shall be attached with Y," lag bolts 12" O.C. top and bottom and located not closer 41) Cathedra/ or vaulted ceilings to have air-venting baffles on underside of 11) The construction drawings and specifications .ore supplied to illustrate the taken from each truck delivery unless otherwise approved by the Engineer. than 2" from top edge. roof running continuous from soffit to roof vent. design and the general type of construction desired and are intended to imply Compressive strength tests to be taken for each day's pour exceeding 5 the finest quality of construction, material and workmanship throughout. cubic yards. Two specimens to be tested f- 28 days. 8) All headers to be (2) 2x12 or (2) 1-3/4 x 11-7/8 microlams unless 42) Alt crickets to have minimum pitch of t4' per foot. noted otherwise. 12) The controctor(s) shall maintain a current and complete set of 11) Al! rebars to be grade 60 KS1 steel and shall be free of rust, scale and 43) Joist hangers shall be used on all flush headers. construction drawings on the site during all phases of construction for use by dirt. 9) Double floor joists shall be located under all parallel partitions unless noted all trades. otherwise. Spacing between floor joists should allow for plumbing in plumbing 44) All framing on or near water should be fastened with hot dipped 12) All rebars shall be securely tied in place and adequately supported. All walls• galvanized or stainless steel nails and fasteners. 13) No changes or modifications to the work shall be made without approval rebar splices to be minimum 40 bar diameter. Rebar shall be continuous of the owner and/or architect/engineer. Failure to obtain this approval shall through corners with splices located not closer than 3' from corners. 10) All floor joists must be restrained of the ends to prevent.rotation Ly 45) All exterior walls to be 2"X6" - 16" o.c. construction all cause the contractor or sub-contractor to assume full responsibility for either a rim joist, end blocking or joist hangers supporting the depth cf the interior walls to be 2"X4" - 16" .c. construction subsequent modification of the work required by owner or any regulatory 13) All footings ore to have their rebar placed no closer than 3" to the joist. authority. 3„ supparti»g soil. � 46) All subfloors to be a .T&G APA rated plywood. All wall shooting to be 11) Floor plywood to be glued and nailed to floor joists 4 on edges and 6" COX APA rated plywood 14) The architect/engineer assumes no responsibility for construction means, 14) No weight shall be placed upon footings or walls until 7 days after in field with 8d common nails. �. r methods, techniques, 'sequences, or procedures or for safety precautions and placement as long as the concrete strength has reached 2500 psi or by FOUNDATION DRAINAGE & WATERPROOFING progress in conjunction with the work. There are no warranties, nor any , 12) All walls over 8' high to be blocked @ mid-span. merchantability of fitness, nor a specific use expressed or implied in the use engineers approval. Site to be sloped away from house �4" per foot for 10,. , of these plans. 15) Contractor to notify Engineer for inspection of all rebar work prior to 13) All post widths to be as wide or wider than multiple member width i,%ot Gelling beam sizes may have to be increased for henry storage attics. placement of concrete. it is supporting, Foundation wall waterproofing to be Tuff-N-Dry 16) Concrete pours over 9' shall be thoroughly consolidated by suitable means 14) 2x6 strong backs (2) on all ceiling joists 8' O.C., unless the ceiling is an STRUCTURAL STEEL ' 1) Wood frame dwellings to be designed in accordance with the Building and engineered floor 1 joist. during placement using a mechanical vibrator. � � Residential Code of New York State. Wind speed.fo be used .is 120 mph. Code for fabrication to be American institute of Steel Construction (RISC) 9th Exposure B category to be used for urban, suburban or wooded and Exposure 15) Splices of top plates shall not be closer than 6'. Studs to fall under all Edition. 17) Sack filling against foundation shall not take place until first floor is C to be used for open and shoreline areas. Earthquake Use Group 1, Site splices, top and bottom. Studs to line up vertically with roof rafters wherever Class D, Seismic Design Category B. anchored to foundation. Backfill material shall be clean course sand. 9 g ry Equipment used for backfifling shall not come closer to the wolf than the possible. WiNDOW & DOOR SPECIFICATIONS height of the backfill. 2) These plans are designed to tneef or exceed the requirements of the 16) All gable end walls to be balloon framed unless otherwise shown. Windows and doors are to meet or exceed the specifications Building and Residential Code of New York State. When building in other jurisdictions, variations or adjustments may be required. Verify any such 18) All footings to rest on virgin undisturbed soil. If soil is disturbed, listed below: requirements with local code or enforcement officers. mechanical compaction to 95% relative compaction in soil lifts not exceeding 17) Exterior wall ply to cover roof top plate completely and be nailed with 8d 6 common nails 3" on center, staggered into both the top and bottom plate. NFRC certified and labeled. C/) 3) The architect/engineer's certificafion applies only to this plan's conformance Window and Door Manufacturers Association (N./DHA) 142. New 19 Concrete wall design assumes backfill is well drained. 18) All roof and wall plywood to be nailed with 8d nails 4 O.C. on edn.�s to the tvew York State Building & Residential Code. ) g and 6" in the field unless otherwise noted. Nail heads s(Moll not penetrate O » » "J" surface of plywood. Nail Guns need to be set to the proper pressure. California Energy Commissioners (C.E.C.) Air Infiltration Standards, 4) Glazed openings must be protected with glass, certified to meet the large 20) Anchor bolts to be 5/8 x 12 J shaped, hot dipped galvanized or P Y � p P P missile test ( P im act-resistant) or with structural shutters with attachment stainless steel located 4'on center unless otherwise noted and a maximum of U " 19) Exterior plywood shall be continuous over all plate to plate and pate to Maximum U-Factor rating of 0.33. hardware provided. 12 from all corners. Provide not less than two (2) anchor bolts on any one ..__ it sill. Anchor bolts to have null and washer tightened to sill. lVashers shall be a rim board interfaces and may butt together at mid-depth on rim board. " Exterior plywood fa run continuous fra,7r sill plate over rim joist b studs. "L" Maximum Solar Neat Gain Coefficient of 0.26. UL� 5; Electrical work shall conform to national electrical code (latest edition) and minimum of 3/16�� x 3 x 3 square plate washers unless otherwise shown. Bolts to be located down the center of the sill late. Deviation of more than shaped plywood to be placed around upper window and door corners. any applicable local codes. A minimum of one (l) smoke defector shall be P Minimum Visible Light Transmittance Rating of 0.53. provided in bedroom areas and shall be hard wired and battery backup. 1" will not be acceptable. A hot dipped galvanized or stainless steel 5/8" xW 20) Three rows of blocking to be insta:Ued every 4 along gable rake walls. 10" threaded rod can be substituted for anchor bolts by being epoxied into Residential Code of New York State, Design Pressure (DP) rated a. lace using Simpson Acrylic Tie. The plywood roof is b be nailed into this blocking. 6) Contractor to verify all dimensions before starting. p P ry per Table R.,701.2 (2) for 120 miles per hour 3 second gust O 21) Alt roof rafters to be connected to top plate with Simpson H2.5 or H2.5A for walls in zone 4 & 5 for exposure C (enclosed). All windows 7) If header sizes are not shown, contractor to contact orchitec#/engineer. 21) Contractor to verify with owner if damp-proofing or waterproofing is to hurricane ties unless otherwise shown. Hip rafters 10 be tied to top plate with to achieve a minimum DP rating of 50. be provided on a!1 foundation walls and footing base that comes in contact Simpson HCP4 double hi or HCP1.81 (single hi Note that ortiall 8 Do not scale drawings. Follow dimensions only. with soil. P ( P) ( 0 p)' P y Residential Code of New York State, Section R613 Exterior ) g Y enclosed structures shall use a Simpson H10 hurricane fie. Windows and Glass Doors (enclosed). 9) Contractor to verify to orchifectlengineer if lead based paint, asbestos, 22) Provide (2) f5 rebars continuous reinforcing at top of all foundation walls. 1 T�ra�tt1 22) Interior shear walls to be /" pplywood both sides, nailed with 8d na,! 91O.C. s 3 mold or other hazardous substances are present before starting work. Set rebars into concrete with an embedment of 3" from the top and inside " Glazing that receives positive external pressure shall be impact otherwise noted. edge and the other bar 3" below the upper unless otherwise shown. wedges and 6 in field with all edges blocked and nailed unless resistant or protected with on impact resistant covering or ACV 10) Any alteration, repair addition or conversion to an existing dwelling building designed as a partially enclosed structure. requiring a building permit requiring a building permit requires 'that all 23) Provide (2) f5 rebars continuous reinforcing in wall footings placed 3" 23) All exterior columns to have continuous galvanized metal straps from Scale sleeping rooms in the house be upgraded with hard-wired and interconnected from soil and 4" from outside footing edge unless otherwise shown. girder below to girder above. Straps to be Simpson CS 16 and connected N/A smoke alarms. with (11) 10d common nails each end. 24) (2) f5 rebars to be placed on all four sides of window and door I11tc 11) Contractor is responsible for all flashings. " openings and other large openings. Each end of the #5 rebar to extend 2' 24) Columns resting on concrete to be connected at the base concrete with a 12-4-05 12) Excavations deeper than 5' must be constructed according to OSHA beyond the opening. Simpson Post Base fastener and the top with a Simpson type Post Cap with (12) 10d nails each end. regulations. Soft or sandy soils crust have at least a 1:1 slope. Hard or 25) Stepped footing not to exceed 1' vertical for every 2' horizontal. Rebar compact soils must have at least 1:2 slope. to continue through stepped footings and bent through steps. 25) Bored or holes or notching in studs shall not exceed' 25% of the stud 13 Grade property 5;' in first 10' from the building. Elsewhere the site to „ > » depth. If hole or notch is between 40% and 60'1. of the stud depth than the P P Y 9 " 26) Pilasters to be 12 wide x 4 / deep and contain (2) f5 rebars stud shall be doubled. be sloped away at 2%. Foundation wall to extend a minimum 8 above grade. vertically tied to footing rebar and top of wall rebar. Vertical bars to be 2" off inside edges and hooked back to rebars in footing and upper wall. 26) Contractor verifies that he has reviewed the installation guide for the 14) Under slab areas - after the service lines have been installed, all plastic engineered wood products for this project. or copper lines should be property bedded (clean fill, no rocks) and tested for 27) All steel columns to be bolted to footings. 27) First floor 1 joists to have (4) 10d nails installed in its' bottom flaige to leaks prior to backfilling. All copper lines should be checked for dents or the double 2x6 sill plate. abrasions and wrapped in split foam insulation. 28) Steel column top plate to be minimum %" thick end cover all supporting members. Base plates to be 10" x 10" unless otherwise noted. 28) When engineered floor l-Joists are used, rim joists to ebe Timberstrond 15) All trades that are installing piping under the slob must install color coded caution tae 12" above .their work. Use red for electric, blue for water, green e 1-1/4" LSL rim board or 1 ?" Micro/arn LVL. p 9 29) Concrete stab control joints to b� 1/4'" depth of stab and not exceed for sewer, yellow for gas and orange for phon%able. Mark location of new more than 25' center to center spacing. Joints should be laid out to form OF NEI)ravving, No . work with color coded spray poir►t after trenches have been backfilled. -floor panels as nearly square as possiblc not exceeding a ratio of 1-1/2 topr►$E icy �f 1. Joints can be either formed, tooled, saw cut or Zipstrip. 16) Copper joints will not be allowed under the slab and must be placed in a wall manifold. , 30) Welded wire mesh should be positioned in the fop 2" of the slab. Flat vC )_0 sheets to be used with an overlap of 1 . „� . Al o CADfrur»rnt;and Setvng,\Adnm\My Cxrumert:',My Gocunxrts t'minct-t(atapano2ir�tIpAno7-Coll Shrers.dwq,12J7/2D05 5:15:31 VM,]rnx-�Memel!Architrtt 0 � i [1P.11 NIG SCHEDULE ,loin Description Nail Si7es Nail Sparing SiMPSON LSTA 20 GAGE RiDGE STRAP - ALL ROOF RAFTERS • j ROOF FRAMING - Y / X 6 TIE 0 EACH RAFTER IN \ Rafter to Top Plate (Toe-nailed) 3 - 8d per rafter �. Ceiling Joist to Top Plate (toe-nailed) 3 - 8d per joist LIEU OF STRAP. Ceiling Joist to Parallel Rafter (Face-nailed) 3 - 16d each lap Ceiling Joist Laps over Partitions (Face-nailed) 4 - 16d each lap ICE SHIELD UNDERLAYtitENT REQUIRED Collar Tie to Rafter (Face-nailed) 2 - 8d ! per tie I Blockingto Rafter (Toe-nailed) 2 - Sd i each end ?, HURRICANE CLIP Rim Board to Rafter (End-nailed) 2 - 16d each end `03 TYP. I WALL FRAMING Top Plate to Top Plate (Face-nailed) 2 - 16d ' per foot ! \\ ALTERNATE POSITION Top.Plates at Intersections (Face-nailed) 4 - 16d joints-each side OF HURRICANE CLIP. j { Stud to Stud (Face-nailed) 2 - 16d 24" o.c. USE SiMPSON H3 Header to Header (Face-nailed) 16d 16 o.c. along edges j Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud 2 - 16d per 2x6 stud 2 - 16d per 2x8 stud 12 SIMPSON H2 HURRICANE CLIP � � � .ST37 METAL STRAP - Bottom Plate to Floor Joist,Bandjo!st,Endjo!st or Blocking (Face-nailed) 2 - 16d per foot NAILED FROM RAFTER TO STUD. ROVIDE 8d COMMON NILS e I CJACK POST TYPICAL ALL RAFTERS. (5) 8d 4" O.C. AT EXTERIOR EDGE OF VV/(4) 8d NAILS 0 48» LLQ FLOOR FRAPk4iNGNAILS EACH END. ALL SHEATHING EACH END TYP. Joist to Sill Top Plate or Girder (Toe-nailed) 4 - 8d per joist - Bridging to Joist (Toe-nailed) 2 - 8d each end 0 Plocking to Joist (Toe-nailed) 2 - 8d each end APA RATED PLYtit'OOD TP Blocking to Sill or Top Plcte ( Too-nailed) 3 - 16d each block EXTEND TO TOP OF TOP PLA TErn Ledger Strip to Beam (Face-naifed) 3 - 16d each joist �(4) Sd NAiLS co ft' Joist on Ledger to Beam (Toe-nailed) 3 - 8d per joist / TYP. O Band Joist to Joist (End-nailed) 3 _ 16d per joist JACK POST. i�/ r [� o Band Joist to Sill or Top Plate (Toe-nulled) 2 16d per foot ij { e j Z OS 0 STUDS ROOF SHEATHING W/ (4) 8d NAILS i �! j ; 0 - 48" O.C. EACH END TYP. ! ' -+_ Structural Panels 8d 4" O.C. Perimeter zone - ��� <other 6' o.c. edges of (�_ FLOOR JOIST 0 panel , 12„ o.c. interior I `� of panel Diagonal Board Sheathing _,�' I” x 6" or 1" x 8" 2 -.Sd per support DOUBLE TOP PLATE LYWOOD SHEATHING TO COVER j 1" x 10" or wider 3 - 8d per support " LAP BOX BEAM - TOP AND BOTTOM 1 HEADER 2 X 6 0 16 O.C. I �..� CEILING SHEATHING STUDS ` i_ IMPSON MST27 1 112" WIDE - 20 GAGE Gypsum Wallboard 5d 7" edge / 10" field METAL STRAP 0 48" O.C. WALL SHEATHING MAXIMUM. Structural panels 8d (see fable 3.9) Fiberboard Panels STRAP TO STUD 7 / 16" 6d 3" edge / 6" field W/ (4) 8d NAILS 25 / 32" 8d 3" edge / 6" field ' OP OF WRAP NAIL STRAP SIMPSON MST27 1 1/•2" WIDE % FOUNDATION Gypsum Wallboard 5d 7" edge / 10 field (4) 4d NAILS + 12"20 GFROI,iAGE h'EACH COETAL IRNER WRAPO G Hardbocrd 8d (see table 3.9) AROUND SILL PLATE AROUND SILL PLATE. F?OViDE 4 8d Particleboard Panels 8d see table 3.9 AT ANCHOR BOLT ( ) ( ) NAILS INTO SILL PLATE'. , Diagonal Board Sheathing I" x 6" or I" x 8" 2 - 8d per support FLOOR JOIST r r 1" x 10" or wider 3 - 8d per support AiL SHEATHING TO SILL PLATE 8d NAILS 0 4" O.C. FLOOR SHEATHING w t (2) 1 5 REBAR Structural Panels X 6 SILL PLATE 1" or less 8d 6" edge / 12" field r ACQ TREATED. , , V J t •. greater than 1" 10d I 6" edge / 6" field ` Vr ° ^ t•' i ` ', VJ .. JV L . V t.l D- VL y .. V` +� „ » » 'r ` V i . , C1 °t'' tt! ` •`fv `u C' tr C air t•` °`"._ '! t•ed ,`. V °c V r' Vr•a tr`' ` - Diagonal Board Sheathing I SEE FOUNDATION DWG. ° /8 X 12 A.B. 0 48 O.C. » 2 - Sd i per support FOR DESIGN ° o W/ FENDER WASHER. p .D >ry ti , t ° ` ° t`� 1 x6 or 1 x8 P PP V " ; h D` .. V „D r V D ` i V n V C r tL, 1" x 10" or wider 3 - 8d I per supporth.. °` Nailing requirements are based on wall sheathing nolled 6" on-center at the panel edge. If wall sheathing is nailed SECTION DIAGRAM ELEVATION DIAGRAM 3"•on-center at the panel edge to obtain higher shear capacities , nailing requirements for structural members shall be doubled , or alternate connectors , such t7s shear plates , shall' be used to maintain the load path. 2 When wall sheathing is continuous over connected members , the tabulated number of nails shall be permitted to be reduced to 1 - 16d Wali per foot. HOLD DOWN AND SHEAR CONNECTION CRITICAL PATH DESIGN CRITERIA: GROUND SNOW LOAD - 45 PSF. WEATHERING - SEVERE Of FIRST LEVEL - 40 PSF. L.L. FROST LINE DEPTH - 36" 0 LiViNG AREAS - 40 PSF. L.L. TERMITE - MODERATE TO HEAVY BEDROOMS - 30 PSF. L.L. DECAY - SLIGHT , a WIND SPEED - 120 MPH rn 0 SEISMIC DESIGN CATEGORY - B ICE SHIELD UNDERLAYMENT REQUIRED - YES CYWOOD SHEATHING 0 2 X 6 STUD WALL STA 15-20 GAUGE � STRAP TO STUD METAL STRAP C48" O.C. DESIGN CRITERIA: 0 ,_ W/ (4) Sd NAILS + 12" FROM EACH CORNER DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME i i ; WRAP AROUND SILL ILL E.P USE h' t' 2 X 6 TREATED (4) Sd NAiLS INTO SILL PLATE. CONSTRUCTION MANUAL FOR i + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. �- SiLL PLATE 0 < 10 0 4 \ NAIL SHEATHING TO SiLL 10 0< 0 30 0 PLATE USING 8d NAILS 0 4" O.C. (2) f5 REBAR CONTINUOUS ERA,IiTE SHIELD AND SILL SEAL. ACV WINDOWS - GLAZED OPENING " 5/8" DIA. x12" A.B. x''48" 'i l' (,` i GRADE 6" MIN. BELOW Sca1c G < 10 0 0 ="0 PROVIDE Sd C0.4I;VON NAILS 0 4 O.C. AT HIGH PRESSURE ZONE. O.C. - TYP. +12" FROM ..t, 10 < 0 <' 30 O, 6" O.C. AT ALL OTHER PORTIONS OF THE EACH CORNER. V// FENDER WASHER. " TOP OF CONC. FOR NEW CONSTRUCTION , EXTERIOR WiNDOWS MUST BE, PROTECTED VIA GLAZING MEETING NIA THE LARGE MiSSILE TEST CERTIFICATION OF ZONE 11 ASTM E 1886-97 AND ASTM E 1996-99 + a, t a o ROOF TYP. OR VIA STRUCTURAL SHUTTERS WITH ATTACHMENT HARDWARE PROVIDED. NEW STRUCTURES IOztc LOCATED WITHIN ONE (1) MILE OF THE MEAN HIGH WATER MUST HAVE GLAZING CONFORMING WATERPROOF ALL - 12-�-05 TO WIND ZONE NI, MISSILES DEFINED IN PARAGRAPH 6 OF ASTM E 1996-99. GLAZING CONFORMING l/2" EXPANSION SEAL URFACES BELOW w GRADE (TYP.) TO WIND ZONE 11, MISSILES CAN BE USED AT A DISTANCE GREATER THAN ONE MILE OF THE COASTLINE. "0 - 4" CONC. SLAB , z h WISX6 ,, 1%10 WVVM 'PROTECTIVE PANELS TO BE PROVIDED FOR ALL AREAS BY : I - PROVIDE 8d NAILS 0 4" O.C. AT PERiMETER INTERIOR A - CLEAR SHIELD HURRICANE + SECURITY PANELS - 631 - 287 5060 OR a- �? i00< 0 < 45 0 PORTIONS OF PANELS IN HIGH PRESSURE ZONES. •. • . • • • • • , '• : 2" X 4" KEYWAY B - QUICK GUARD STORM PANELS. 631 - 2'87 5330 d ' ai ' OR 1 C - PLYWOOD PANELS AS PER CODE NOTE : a = 4 FT. IN ALL CASES (2) f5 REBAR • CONTINUOUS ° PROTECTION DEVICES TO BE IN ACCORDANCE WITH LARGE MISSILE TEST OF 10 0< 0 < 45 0 ASTM E 1996 AND OF ASTM 1886. AS NOTED IN NYS RESIDENTIAL CODE. `�X 16 PC. FTG. SET ON UNDISTURBED SOiL "'" ""` SET 36" BELOW GRADE til . ink No. NAILING DIAGRAM FOR COMPONENT AND CLADDING PRESSURE ZONES ��' IW' w y°� FOUNDATION SECTION DIAGRAM oR�E M W ot E� C:\Documents and Sett)ngs\Advn\My Documents\,My(kxuments\Proje<ts\Catanano2lcattpano2 tov Shcrts.dw%17,17/200,,5:23:20 PM,Jame;MArrell Arr''Vts �'p�F6SSf0�P� EXISITNG HOU EXISITNG HOUSE E, S (UNALTERED) UNALTERED #5 REBAR r 16"O.C.w/2"HOOK -y ' " ------- J - C j NOTE: I 1 #5 REBAR n 16"O w/2"HOOK C j ( DRILLED INTO EXISTING CONC WALL- j I PROVIDE ACCESS; DRILLED INTO EXISTING CONC WA! & ' ! EXPDXY SET REBAR AS REQD I i j J FROM EXIST. ; J & EXPDXY SET REB RAS REQ'D I - EXIST. WALL SHOULD BE CLEANED i J ; CELLAR TO NEW I i EXIST. WALL SHOULD BE CLEANED AND PREP'D wl CONC BONDING AGENT CELLAR FOR MECH AND PREP'D w/CON C BONDING AG ' , f I I RE-USE EXIST I I I LJJ --WINDOW AS INDICATED 1 : ON WINDOW SCHED NOTE LE STEP FOOTING AS EQ'D I j j I TO ENSURE FOOT1 G IS ON UNDISTURBED OIL I 0 N 22'-8-1-14" t /'� 05 cv m BEAM POKET � M HALL I PROVIDE 6"BEARING II CLOSET o _ �'"�,���'" &' , r cb Lo 51/2 CRAW SPACE 2"POURED CONCRETELo I �, RAT SLAB w/ 10 MIL POLY I I i VAPOR BARRIER JNDER THE SLAB SHOWER/ 5 1/2" {. I \ - 8"WIDE POURED TUB CONCRETE FOUNDATION J MASTER SUITE °� I l i WALL F HIGH a CELLAR BATH 2 I CARPET BY OWNER { o 3 112" DI THIN SET TIL ,1•,. , .N ! - A.. 1 I SIN STL I STL COL Iy I r f. &� ( j m 'IT j 1 i� !I I WET B�R cD I n f C� n,w 2"x10" R.R. (D 16"O C 2"x10"-R R @ 16"O.C.- _ I I r� M, 3 I 110 ( < I ry ' 11 7/8"T.J.I. 560 C.J @ 16"O.C. r r Cil \� FLOORING T.B.A CL Ln In 1 i i 1 — 3 112" DIA 4) r �9) STL. COL. i (, 2'-0"x2'-O"x 12"DE E P co L - - — - 11'-2 1/2 7'-r - _- _ m P.C. FOOTING w/(3) - _— ---- ----- , --- " - -- - 1 o) #5 REBAR EACH WAY u% 3 1/2" ! 5 1/ V) $ - II �' : �' `' --8"WIDE POURED F �I CONCRETE.FOUNDATION WALL 4'HIGH @ CRAWL SPACE "I 'x10"F.J r@ 16"O.0 2"x10"F.J. o O 8"x6"POURED N CONCRETE CL FOOTING NI 1 , n -0 m o 0 Rl za � ty :m v Drawn 71� Acv 4'-0 1/8" 11'-11 7/8" 4'-0 1/8" D3'-0 1/8" Scala G) 20'-0" _ _ V I.F. +/-9'-8 1/4" POOL PROXIMTY TO BE VERIFIED I)atc' -- 20'-0" -- -- _ _ V.LF. +/-9'-8 1/4" PRIOR TO EXCAVATION TO 12-�-05 POOL PROXIMTY TO BE VERIFIED ENSURE PROPOER SF_PERATION BETWEEN ADDITION & POOL PRIOR TO EXCAVATION TO ENSURE PROPOER SEPERATION NOTE: HEADERS TO(3)2"X10" BETWEEN ADDITION & POOL 12-31-05 9 PROJECT 8t NFA, 1 NORTH - ®t ►Iry 1)r-m-lm, No . v o FI RST FI-,OOI� PLAN c F 1N ' sW �' 1 . 2. O�, „ ISA I'ION I LAN ��, 0�561� a. C'�hor-,q,r,es anA:,r'ttinr.•'.^•',;m\Mr Dn,umont�Wy CD T.vg,1/U7 i 117:07{'M,)amps M�nrl'Ar:a"^ � f ` j j t w, _ ROOFING TO MATCH EXIST TRIM TO MATCH EXIST. SIDING TO MATCH EXIST I TRIM TO ' Ir i co -- -- - i I O -- I MATCH EXIST. I I ! U) E102 ! SIDING TO MATCH EXIST _J I 8"P.C. FOUNDATION WALL I 8" P.0 FOUNDATION WALL i 8"P.0 FOUNDATION WALL P.C. FOOTING �^± C —8"x16" P.0 FOOTING ELEVATION L . � . J _J rr I� I'I, VATION r E•. C/) Q w w r i I I ! ROOFING TO MATCH EXIST l r;iwii ROOFING TO MATCH EXIST ACV scalc 114"=1'-0" lip ,. Date TRIM TO i I I C_ - J 12405 MATCH EXIST. SIDING TO MATCH EXIST - _- ; -- i ----- ;I 3 1 I (4` # 5 !I - �! O �! Rei'. 12-31-05 SIDING TO MATCH EXIST 8"P.C. FOUNDATION WALL f of Nrw y it Driwin- No . * OHO ti0�, 1 LA E 411 8"x16" P.C. FOOTING r. r n 4r � r j,_ Off�,l0 C Tm< umrnts anr1 Sott:nri`;Ar'am\P^y 1/3?')F,1.17.5( ,lames M••rrrll +,nr,r,. i f \� 2"x 10" R.R. /, , 2"x 10" R R -- - ICE SHIELD UNDERLA ENT--- /� ICE SHIELD UNDER LAY-MENT- iTRIM TO HURRICAIN - CLIPS j MATCH EXIST. HURRICAIN CLIPS EVERY RAFTERS E WIND EVERY RAFTER SdE WIND - r DIAGRAM FCR SPEC � \"` - DIAGRAM FCR SPEC DBL TOP F L. — C J DBL TOP F L.----- - J C J. cu Z 112"CDX PLYWO D 112"CDX PLYWOOD SHEATHING SHEATHI IG I SIDING TO MATCH EXIST Z3 c PTD G.W BrII -- - -r - --- --- � 5 00 Oco 2"X6" EXT.WALI S 2"X6" EXT.WAL. S 6 I i 3/4"PLYWOOD SUB FLO DR v �I 314"PLYWOOD SUB FLO DR -- a r> J �- /- t L ,�� —LVL BEA.rdA 2"x 0" F.J. I I ACQ SILL 2"x. 0"F.J 3 1/2" DIA. STL COL � `-� t-- �••�•,�•,•�••••�••�• •• ACD SILL P � �� r W1 SILL SEALE - `* 8"P.C. FOUNDATION WALL ( Wl SILL SEALS - -- - I `7 &TERMITE SHIEL ' &TERMITE SH1ELb001 _ r 1 713 E--T --4" C. SLAB 1---P.C. FOOTING --8"x16" P.C. FOOTING / SEE DWG A 1.3 SFE DWG A 1.3FOR STRAPPING DETAILS FOR STRAPPING DETAILS r r 1 . CROSS SECTION No. 1 2. CROSS SUCTION No.(--) r r C� O w co Drawn ACV Scale 114"=1'-0" Date 12-4-05 Rcv. 12-31-05 of N, w rO 43 OaGE (1Mt 't Drawing No. ose�'�y �OfEsslovk � \Documpnts and Settinrg\Adam\My Dncume^ts\My Documents\Fro)pets\Cgta panc2\,at,pim,2-CP cMr;,1/3)2�)1:1R 21 FM,J?mes Merrell As,hit-cts J 6J