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HomeMy WebLinkAbout39784-Z ��f DF t"�C Town of Southold d� 8/11/2015 P.O.Box 1179 { ' ;4 53095 Main Rd '°�� *a �� Southold,New York 11971 1� CERTIFICATE OF OCCUPANCY No: 37710 Date: 8/11/2015 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 640 Diedricks Rd, Orient SCTM#: 473889 Sec/Block/Lot: 18.-3-25 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/19/2015 pursuant to which Building Permit No. 39784 dated 5/19/2015 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: accessory garage/barn as applied for. The certificate is issued to Fisher,David of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39784 5/20/2015 PLUMBERS CERTIFICATION DATED Autho�' a ignature ,r'oFFoQ, } TOWN OF SOUTHOLD "0 4:9 BUILDING DEPARTMENT TOWN CLERK'S OFFICE � SOUTHOLD, NY gal �a® BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39784 Date: 5/19/2015 Permission is hereby granted to: Fisher, David 1500 Brecknock Rd Apt 318 Greenport, NY 11944 To: Construction of a New Accessory Structure; Garage (Barn), as applied for. Replaces BP# 37712 At premises located at: 640 Diedricks Rd, Orient SCTM # 473889 Sec/Block/Lot# 18.-3-25 Pursuant to application dated 5/19/2015 and approved by the Building Inspector. To expire on 11/17/2016. Fees: PERMIT RENEWAL $232.40 Total: $232.40 Building Inspector 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, miiltiple 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 c9mpleted 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$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00,Additions to accessory building$50.00,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. S123/1)2, New Construction: Old or Pre-existing Building: (check one) - Location of Property: 4aLt® ®L G+r L&S ri2A n A-T House No. Street - Hamlet Owner or Owners of Property: pi D L . 63RD - Suffolk County Tax Map No 1000, Section d U Block 3 Lot S.— Subdivision - Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: . Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ -U Applicant Signature !a ®gi Town Hall Annex �� _ E Telephone(631)765-1802 54375 Main Road << ys Fax Fax(631)765-9502 P.O.Box 1179 � �' � � i Southold,NY 11971-0959 . ' a0�1� roger.richerttown.southold.ny.us iii = COU4VTt,�0 _••... II BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: David Fisher Address: 640 Diedricks Road City: Orient St: New York Zip: 11957 Building Permit#: 39783-39784 Section: 18 Block: 3 Lot: 25 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE r' Contractor: DBA: Jim Sage Electric License No: 3635-E SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 64 Ceiling Fixtures 22 HID Fixtures Service 3 ph Hot Water GFCI Recpt 11 Wall Fixtures 18 Smoke Detectors Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 37 CO Detectors Sub Panel 2-60A A/C Blower 1 Range Recpt Fluorescent Fixture 2 Pumps Transformer Appliances DW Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200A Switches 82 Twist Lock Exit Fixtures TVSS Other Equipment: 1- Well Pump, 80 FT Low Voltage Track, 2- Ovens- 40A, 3- Exhhaust Fans, 5-Paddle Fans,4-ARC Fault Circuit Breakers Notes: • Inspector Signature: ` Date: May 20, 2015 Electrical 81 Compliance Form.xls j ,",ho��pf SOpj*0\ i t 0€ 11`) TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 XNSPECTION 4-i--- [ /INSPECTION 1ST [ ] ROUGH PLBG. L ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL F AL) REMARKS: /4,-c_4_-_.,6�. C (,o klir J 79:4-- 11- , DATE 6 A3 INSPECTO - d 377 / %pF iiii-- he ---_ -; r . 61.-- 61 * cc, *) TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATIO - -- [ ] INSULATION [ ] FRAMING ! STRAPPING ' [ ] FINAL [ ] FIREPLACE Y [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FI ►.AL. REMARKS: 1.11P , -y° 4 ier - DATE 4:1' i. INSPECTOR #'- ---,--44-d' 377 / , �;oF"suo�,: ,- ry_ 0€ OWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 1 [ ] INSULATION [ ] FRAMING STRAPPING [ ] FINAL [ ] FIREPLA CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMAR - 1 � :� �� i►1 J ,-ate i, JAW DATE it /AN IINSPECTOR ' S FSO 37 ?77 - TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FO N' DATION 1ST [ ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICA _• GH) [ ] ELECTRICAL (FINAL) REMARKS: SIF03 PitaNrf.-- _I\ .--N 41( A.,' 4 SS/ / o. A("Cf311 .1 r - s lii (M- DATE TDJ3 Lii, c, _ _ "O INSPECTOR ,A--I l'44-'' I Fr6P-6. ,�''�pF SOU va z TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS ATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) C REMARKS: AMA-4 r R,d-0--vvx 4 'A-PA Ct) (Al 14-14_ 477 DATE INSPECTOR ? 2 rt ,,,o�0 SO(1. '''4 . ;,w * ts ea 0 • 1`x; TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 SPECJtON [ ] F. d NDATION 1ST [ ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION [. ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 4— /`"e- I (..04.e-te ,,*(. c/Zie...c7c#,L, ,e e,„,:/-- -_ ,,,--- . _, _ t...... 196„tqc__ c„...TrAza r. i, - 7,-- \ Lir-74 , ..... ., DATE #71°I� C3 INSPECTOR --' /e:4-25 / ,,�o�,oF so�Tyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (R• GH) [ ] ELECTRICAL (FINAL) /I. - REMARKS: (; • ,� LJ DATE 3 INSPECTOR .3 7 7 tt ,,,,,, 0.40 Soutii\ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT N [ ] FOUNDATION 1ST [ ] • UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT- - INAL) REMARKS: 0. DATE / 023 INSPECTOR 3 77g ,,,,,,,, , 11"'�o��pF,,,,, olo o€ 4o,, =ieCOUffrit.' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 TION [ ] FRAMING /STRAPPING .[ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: �:. ereet, (4;. - ,r-...7, _ 7 DATE 6 -- l5 INSPECTOR FIELD INSPECTION REPORT SATE �. COMNIENTS °V,t/I . CIO) FOUNDATION(1ST) 1; • ' FOUNDATION(2ND) t{41 ° f • ROUGH FRAMING& y PLUMBING R-- • t� INSULATION PER N.Y. STATE ENERGY CODE •• • / 7/761544•44-L-- 1.914.244x--e( 4") c['59•rt, ' • 4J \J), ..z()Kc, GL,ott-- ieetviLe.-4 FINAL �- , ,�� d C 6 00 • ecizet, 7, ADDITIONAL COMMENTS • , d p.� vivec �� �� l�-/ief�� C1 - 5-) - I5cl a3a; # 11,9 reC-4 ?G135 ibp 771 � ( e S-/ S -( S • -<• , ' -0- c • • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEVRTMENT Do you have or need the following,before applying? TOWN HALV' "s'N Board of Health SOUTHOLD, NY 11971 X14 sets of Building Plans TEL: (631) 765-1802 Pl matt'ng)ward approval 7 // Survey r FAX: (631) 765-9502 3 SoutholdTown.NorthFork.net PERMIT NO. // - •Check 5 o.00 0/164,,,---- A , f/ , Septic Form )(__Q.c4 Q 4-, Testees �/�.�S C.O.Application I0 2-� j,9- P. &rr , /o1 • it Examined ,20 . ••• - - .. : e 17-ec 1"'`-C Storm-Water Assessment Form ontact: Approved I---- Pq-�20 12— Mail to: proved Pr 2� Phone.40\40°1- v Expiration 6d--7 , j 20 ( 47L ,.....7,75...zz_e_ 6C 4 ki Bi- T\- ' EV Building Inspector OCT — 5 2012\\__. 'LIGATION FOR BUILDING PERMIT DG.DEPT. Date O J i , 20 12 s� INSTRUCTIONS TOWSOUTHOLD a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ....„--- -,._ _,---7_ 1:(-776 -,J-4. (Signature of applicant or name, if a corporation) I szsv &)_,2-c,,1- 1. 1 Y • ,vy J i q1 yr (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises A-V % L - I-IS ti Z (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. (e"'in h block,- ` old . O e-1 -c N"-{ I lgi - House Number Street Hamlet County Tax Map No. 1000 Section . Block 3 ° Lot 2 . Subdivision Filed Map No. Lot Z6 2. State existing use and occupancy of pre ises and intended use and occupancy of proposed construction: a. Existing use and occupancy \J tri( i b. Intended use and occupancy 3 cVOLh ()J1,"r im Wit..(►; 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 27 C� TOO 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 'Z- 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 Sal` 2. " Rear Sit` Z ` Depth Height ZS ' S" Number of Stories 'Z -� 9. Size of lot: Front Rear Z'AO -« Depth `i y '� 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ✓ 13. Will lot be re-graded? YES NO V Will excess fill be removed from premises? YES ✓ NO 14. Names of Owner of premises lDA\I' p L- h5i Address 15 t3 ferkweac (2-J Phone No. '-6\-4-1-- -2k")°, Name of Architect' Address 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 MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO V"--- * * 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. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, CONNIE D. BUNCH Notary Public, State of New York (S)He is the No. 01BU6185050 Qualified in Suffolk County (Contractor, Agent, Corporate Officer, etc.) Commission Expires April 14,20/6, 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 6-4 day of c�_A 20 ) (ate Notary Public Signature of Applicant o i _ Town Hall Annex i it ••• J 1 ITholie(631)785-1802 ��` 1 54375 Main Road u; : • �• 061 /OJ- J I P.O-Box 1179 ; Q t� ro•er_riche e! .wn_soufoYd.n .us ; ' Southold,NY 11971-0959 O 1 �yCOUNT'[,� .•'�� MAY 4 9 2015E ; . BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: • Date: S / I Company Name: 5t_ Ea-C • Name: .. License No.: • Address: 50 itrYia/t-e k-- r Ai- y- . Phone No.: C y • JOBSITE INFORMATION: (*Indicates required information) - *Name: 0462-el i ) - *Address: (o 4 fl' Dirte, -C ()di *Cross Street: _ *Phone No.: 1)1)45---- q-7/6/- �� - Permit No.: _ 39 7 83 3-77 e' . Tax-Map District: 1000 Stiction: / Block: 3 Lot: ;s *BRIEF DESCRIPTION OF WORK(Please Print Clearly) - - . /' L ( cE � e___ - I . (Please Circle All That Apply) . . *Is job ready for inspection: 4a/ NO. Rough In Fin *Do-you need a Temp Certificate: YES' NO - - Temp Information.(If-needed) *Service Size: Phase 3Phase 100 150 300 350 400 Other evri a Re-connect Underground Number of Meters Change of Servi Overhead Additional Information: PAYMENT DUE WITH APPLICATION Mg/ etc 2671-0 82=Request for Inspection Form1 _\ 5. 6i —1SI PA- (v LC ' � ck llrne PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY OCCUPANCY OR SOL®E;, USED IN .LATER USE AS UNLAWFUL SUPPLY SYSTEM CANNOT WI7HOUT CERTIFICATE EXCEED 2/10 OF 1% LEAD. OF OCCUPAICY PLUMBONG ALL PLUMBING WASTE .�t3C)- - n� .&WATER LINES NEED �'‘i *;— TESTING BEFORE COVERING APPROVED AS NOTED ELC CT MCA DAT I-F�71`Q P.#-7/'-- FEE: Tb�3d BY: NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: DO NOT PROCEED MN 1. FOUNDATION - TWO REQUIRED 24' x 24' Barn FRAMING Dpi ILS SURVEY FOR POURED CONCRETE OF FOUNDATION LOCATQOM 2. ROUGH - FRAMING & PLUMBING Doug Fisher HAS BEEN APPROVED. 3. INSULATION 4. FINAL - CONSTRUCTION MUST 2165 Old Orchard Lane BE COMPLETE FOR C.O. East Marion, NY 11939 ALL CONSTRUCTION SHALL MEET THE Shelter-Kit Incorporated COMPLY WITH ALL CODES OF REQUIREMENTS OF THE CODES OF NEW September 5, 2012 NES YORK STATE T®�N CO®ES YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. rev. AS REQ�DIBEO SOU�`�►:,TOWNZBA __ `,_I SOUTHOLD TO NG BOARD �F NE{y y SOUTHi OWN TRU AQP P:McCpA44,9 .".S.DEC y &Y., 1,o l' I ..rf W< SEE SHEETS 14 & 15 FOR STRUCTURAL NOTES OA�OFESS O�P� RETAIN STORM WATER RUNOF7F c E- CO : AO PURSUANT TO CHAPTER 236 OF THE TOWN CODE. _. THIS DRAWING PACKAGE ILLUSTRATES THE FEATURES AND DETAILS Shelter-Kit Incorporate• iii .. OF THE SHELTER-KIT BUILDING DESCRIBED AND IS PROVIDED FOR 22 Mill Street /ki THE OWNER NAMED. IT IS NOT TO BE USED TO SPECIFY MATERIALS, Tilton, NH 03276 DIMENSIONS OR DESIGN VALUES FOR THE CONSTRUCTION OF ANY OTHER BUILDING OR COPY OF THIS KIT. Copyright© Shelter-Kit Incorporated 2012 SHEET# . 4 1/4" / / 4 All anchor bolts set back 4 1/4" from edge of wall. \ • 7' 8'-0" / 8'-0" / 8'-0" f \ RIGHT 4110 P-9 P-8 P-7 \ \ \ \ \ m / \ N tat....-...., HDU2 N ANCHOR All anchor bolts set back HDU2 y DP-1 BOLT 41/4"from edge of wall. ANCHOR "' NOTES:Wall is 8"concrete c�/'I 1/4 BOLT r set on concrete footing set below frost level. Wall extends 12" above the floor. 4 o Center piers to be 10", set on footings. c5 ' ao Set 1/2"x 9"anchor bolts at points shown, r threads to protrude 3/4". Concrete floor must extend 8" minimum cq above finish grade. DP-1 HDU2 N ANCHOR I— co _ o BOLT P-12 P-11 - Q 0 N \ �- - - ( - - 4) - C" W ^ "' P-6 N °c • HDU2 '` ANCHOR � I WALL SECTION 4 BOLT ` 6 x 6 post r DP-1 HDU2 and ledger ANCHOR I CENTER POSTS BOLT 4.4 y t:_a FOUR HDU2 1/2"x 9" - o in r la - I IN FRONT WALL ARE BOLTS ®f {�E�/ min.8" bolt anchsteel orost oo DP-1 3" FROM DP-1 BOLTS �� ,�q,ACC®qw_®9 co P 4 embed eLn nt o= „, A — — r •r 0 ,tti O'ir' �� DP-1 HDU2 * Q �; ANCHOR r y?-, W concrete floor `'o/.'' 1 1/4" HDU2 BOLT ) / / '-0" If C / , ooa a/a4e4' °a is BOLT j = o •/ ,f,',`,',', ,{,{ A ,f,f, O DP-2 DP-2t Lo r c ��o0853& v f / r r r r r a \ oF I r s. � \ ' -1 \ Ap �„P t , ,f, , , • d . 4 f \ \ T, Cc- ®FESS‘°N. ffff , \ — N % ` ` ` G /D f\`rEI P-2 P-3 r 4P-4 P-5 , /tea f'f`r�F�r'I I I' ' ' 'I { 1 3/4” Tr LEFT 1 3/4" I/ 4 1/4" ** I / compacted fill All anchor bolts set back ** ��\#4 bar typ. footing 41/4 from edge of wall. / 24,-0" / ** determined by soil 6404-77 "� (^ conditions at site aid . THE USE OF THIS PLAN IS LIMITED TO THE CONSTRUCTION OF ` D. Fisher 40 ONE FOUNDATION FOR THE BUILDING KIT DESCRIBED IN THIS Shelter-Kit Incorporated 24'X24' Barn DRAWING PACKAGE. ELEVATIONS AND SOIL CONDITIONS AT 22 Mill Street Foundation Plan THE SITE WILL DETERMINE THE DEPTH AND SIZE OF THE Tilton, NH 03276 1/4"=1' FOOTINGS AND PIERS. SHEET# 1 5SEP12 rev. LMF K Copyright© Shelter-Kit Incorporated 2012 7' 24'- " / W-1 W-1 W-1 1'-6"X2'-6" 1'-6"X2'-6" 1'-6"X2-6" LI G X ao N p 4= ,7L 53 of NEW p. ` 6:;siiiii/ 7.11, n tor .. •=C �, 0853A- OA�%OFESS�O�P W-1 1'-6"X2'-6" 6068 FIRST FI o1Z D.Fisher ., THIS DRAWING PACKAGE ILLUSTRATES THE FEATURES AND DETAILS Shelter-Kit Incorporated 24'X24'Barn OF THE SHELTER-KIT BUILDING DESCRIBED AND IS PROVIDED FOR - - -- 22 Mill Street First Floor Plan THE OWNER NAMED. IT IS NOT TO BE USED TO SPECIFY MATERIALS, / Tilton, NH 03276 1/4"=1' DIMENSIONS OR DESIGN VALUES FOR THE CONSTRUCTION OF ��f� 'Q 5SEP12 LMF rev. .4 ANY OTHER BUILDING OR COPY OF THIS KIT. i•yng (r elter-Kit Incorporated 2012 SHEET# 2 4' Headroom at this line X21 „. .,- ---------ridge -------------- - ---I� � .35 LOFT AREA STORAGE e f T 4,,,,,5„, 336 f ,�Q' ` McCO� c I 9-1,/ I� � �,�� 'x'10 r � . R`O, 08534 < Approximately 460 Sq. Ft. ®FESSIO�P useable floor area Fk o 6 @i_01----7) D. Fisher THIS DRAWING PACKAGE ILLUSTRATES THE FEATURES AND DETAILS Shelter-Kit Incorporated 24'X24'Barn OF THE SHELTER-KIT BUILDING DESCRIBED AND IS PROVIDED FOR — 22 Mill Street Loft Floor Plan THE OWNER NAMED. IT IS NOT TO BE USED TO SPECIFY MATERIALS, 33 4' Tilton, NH 03276 1/4°=1' DIMENSIONS OR DESIGN VALUES FOR THE CONSTRUCTION OF 1 5SEP12 LMF rev ANY OTHER BUILDING OR COPY OF THIS KIT. Copyright© Shelter-Kit Incorporated 2012 SHEET# 3 ROOFING TO BE DETERMINED 0 D 12:12 pitch - \\ , , 1"x 12" Eastern White Pine Shiplap siding ��o NEW A. �1 McC®,9 ®,A t , r- , ta • m n11 i ii <O,o 085348 � �� �OFES S%ONP D. Fisher THIS DRAWING PACKAGE ILLUSTRATES THE FEATURES AND DETAILS Shelter-Kit Incorporated 24'X24'Barn OF THE SHELTER-KIT BUILDING DESCRIBED AND IS PROVIDED FOR 22 Mill Street Front Elevation THE OWNER NAMED. IT IS NOT TO BE USED TO SPECIFY MATERIALS, Tilton, NH 03276 1/4"=1' DIMENSIONS OR DESIGN VALUES FOR THE CONSTRUCTION OF p SHEET# 4 5SEP12 LMF rev. ANY OTHER BUILDING OR COPY OF THIS KIT. Copyright ri ht© Shelter-Kit Incorporated 2012 12:12 pitch .., �. 7 1 �or, w_ co NEcco S- .,Ay •7 1. i * 0./ -1, / o .1 \ w � 4► ' 2 0 0 ®8534C? 8 Q ApOFESS10\- v D. Fisher THIS DRAWING PACKAGE ILLUSTRATES THE FEATURES AND DETAILS Shelter-Kit Incorporated 24'X24'Barn OF THE SHELTER-KIT BUILDING DESCRIBED AND IS PROVIDED FOR 22 Mill Street Rear Elevation THE OWNER NAMED. IT IS NOT TO BE USED TO SPECIFY MATERIALS, Tilton, NH 03276 1/4"=1' DIMENSIONS OR DESIGN VALUES FOR THE CONSTRUCTION OF 5SEP12 LMF rev. ANY OTHER BUILDING OR COPY OF THIS KIT. Copyright© Shelter-Kit Incorporated 2012 SHEET# 5 1"x 12" Eastern White Pine IL Shiplap siding -_ -- NEfr y Q. c1/4-� idlcCO O * QICEILIw cf)0 08534'5 ;R:04i.g:Fih2ts4Eh '0FESSTHIS DRAWINGPACKAGE ILLUSTRATES THE FEATURES AND DETAILS erOF THE SHELTER-KIT BUILDING DESCRIBED AND IS PROVIDED FOR 22Mill trt Incorporated2Barn22 Mill Street levation THE OWNER NAMED. IT IS NOT TO BE USED TO SPECIFY MATERIALS, Tilton, NH 03276 114"=1' DIMENSIONS OR DESIGN VALUES FOR THE CONSTRUCTION OF p SHEET# 6 5SEP12 LMF rev. ANY OTHER BUILDING OR COPY OF THIS KIT. Copyright ri ht© Shelter-Kit Incorporated 2012 r -1 r 1"x 12" Eastern White Pine Shiplap siding (5;OF Ny�\ ,S McCO `®9r e Imo * ;#161. t ,i .o lit 1I / \/ \ 4.4, 85348 , 'O'cE-SS I OO r'- THIS DRAWING PACKAGE ILLUSTRATES THE FEATURES AND DETAILS24'X24'Fisher OF THE SHELTER-KIT BUILDING DESCRIBED AND IS PROVIDED FOR Shelter-Kit22 MillStreet Incorporated ftlBarn THE OWNER NAMED. IT IS NOT TO BE USED TO SPECIFY MATERIALS, Tilton,il Mill NHe0t Left Elevation 03276 1/4"=1' DIMENSIONS OR DESIGN VALUES FOR THE CONSTRUCTION OF p SHEET# 7 5SEP12 LMF rev. ANY OTHER BUILDING OR COPY OF THIS KIT. Copyright ri ht© Shelter-Kit Incorporated 2012 2"X 12" RIDGE 2"X 10"RAFTER 'I'ii 24"O.C. 5/8" ROOF SHEATHING SIMPSON L70 8D NAILS,6"O.C., TWO AT 4"O.C. @ ENDS EACH END SPECIFICATIONS 2"X 10" RAFTER 24"O.C. SIMPSON H10 Roof Pitch 12/12(45°) LOFT FLOOR HURRICANE TIE NPosts 6"x 6"Southern Yellow Pine No.2 PT 2"X10" 3/4"T&G TOP PLATE SIMPSON L70 Bottom Girls 2"x 10"Southern Yellow Pine No.2 PT TOP SIMPSON LSTA30 TWO AT 2"X10" 8D NAILS EACH ENDTOP PLATE Center Girts 2"X 6"&8"Spruce/Pine/Fir No.2 @6"O.C. @4'-0" O.C. \ / II�\ Joists 2"X 10"Spruce/Pine/Fir No.2 2"X 10" . , Headers 2"X 12"Spruce/Pine/Fir No.2 li � ' ' " " " ' FLOOR JOISTS '' " i' 1' 1' Ledgers 2"X 6"Spruce/Pine/Fir No.2 2'-0" O.C. 1/ ' 2"X�,O 12.. ' ' ' ' II TWO i 2"x 6" SIMPSON LUS210 HEADER LI II Ridgepole 2"X 12"Spruce/Pine/Fir No.2 2"X 12" BLOCK ONE AT EACH END HEADER 2"x 6" FIVE 16d Rafters 2"X 10"Spruce/Pine/Fir No.2 for 8'span BLOCK COMMON NAILS SIMPSON TP411 ONE AT EACH END Knee Braces 2"X 8"Spruce/Pine/Fir No.2 W/56-8D X 1 1/2"NAILS Gable Studs 2"X 4"Spruce/Pine/Fir No.2 2"X6"GIRT W/SIMPSON L50 2"X 6"LEDGER 4, 2"X 8"GIRT ''''IS Siding 1"x 12"Shiplap, Eastern White Pine - @ EACH END TOP VIEW \ / Loft Floor 3/4"T&G,APA Rated Sheathing LOFT FLOOR 16D NAILS )( �� @ 12"O.C. _7,'•; Roof Sheathing 5/8",APA Rated Sheathing �. �/ FIVE 16d ` TYPICAL BRACE FRAME <✓ Front Wall Sheathing 1/2"APA Rated Sheathing � � COMMON NAILS 2"X 10" / 2"x 6 2X6 GIRT FLOOR JOIST BLOCK W/SIMPSON L50 6D 2"X 8"BRACE 2-0 1NAILS O.C. @ EACH END 1 12" C ,c OF NEw FIVE 16d 4... p.-c McCO y0 �; COMMON NAILS *0��� 92,9 '9� / „ „ SIMPSON ABU66 I - ' .1 , <2 ! .- F -; SIMPSON LUS210 6 X 6 SYP _ �( ,�f cc POST 8'-0"O.C. I I . . ' N , A i ;_�, w ONE AT EACH END w/2"X 6"LEDGERS S�\ '' ' t ' N - ATTACHED /_ / �`O �� �/ P 2"X 12"GIRT .0 085348 2"X 12„ /� PRESSURE TREATED 6"X POST'w E AOFESSIONP�� HEADER 4 ° 2"X 6"LEDGERS for 8'span p p ATTACHED / ° SEE FOUNDATION PLAN d/ / FOR DETAILS ° /DV THIS DRAWING PACKAGE ILLUSTRATES THE FEATURES AND DETAILS p 0 D.Fisher OF THE SHELTER-KIT BUILDING DESCRIBED AND IS PROVIDED FOR \ °N Shelter-Kit Incorporated 24'X24'Barn '''/ 0 22 Mill Street Details&Specifications ° THE OWNER NAMED. IT IS NOT TO BE USED TO SPECIFY MATERIALS, ° 1/2"=1' Tilton, NH 03276 _ DIMENSIONS OR DESIGN VALUES FOR THE CONSTRUCTION OF 1/25S =12 LMF rev. ANY OTHER BUILDING OR COPY OF THIS KIT. Copyright© Shelter-Kit Incorporated 2012 SHEET# 8 h ri ,i , _ „.._ 2"X8" OVERHEAD BEAM VALIIPSMPSON1 I USI le MIE1 ..._ _0.� ioy IL KNEE BRACE ^ Q,� 11. l -WI / ,tpi \74'4101 A (0 5348 7'-2 1/4" I 7'-6 1/2" 7'-2 1/4" / ,OpSS I 011::: 24'-0" D. Fisher THIS DRAWING PACKAGE ILLUSTRATES THE FEATURES AND DETAILS Shelter-Kit Incorporated 24'X24'Barn OF THE SHELTER-KIT BUILDING DESCRIBED AND IS PROVIDED FOR 22 Mill Street Right Frame Elevation THE OWNER NAMED. IT IS NOT TO BE USED TO SPECIFY MATERIALS, Tilton, NH 03276 1/4"=1' DIMENSIONS OR DESIGN VALUES FOR THE CONSTRUCTION OF 5SEP12 LMF rev. ANY OTHER BUILDING OR COPY OF THIS KIT. Copyright© Shelter-Kit Incorporated 2012 SHEET# 9 r r 2"X8" OVERHEAD BEAM - r e =_ .0 SIMPSON P411 • - / 4, I ,, _, 2"X8" ro-ce.00 McC09 OiKNEE BRACE„<,4____./ % • leA �� ,0 ®� 5348 / 7-2 1/4” // 7-61/2" 7-21/4" / ,o'rSSIONP\- / 8'-0" / 8'-0" :'-0" / / 24'-0" / D. Fisher THIS DRAWING PACKAGE ILLUSTRATES THE FEATURES AND DETAILS Shelter-Kit Incorporated 24'X24'Barn _ OF THE SHELTER-KIT BUILDING DESCRIBED AND IS PROVIDED FOR 22 Mill Street Left Frame Elevation THE OWNER NAMED. IT IS NOT TO BE USED TO SPECIFY MATERIALS, Tilton, NH 03276 1/4"=1' DIMENSIONS OR DESIGN VALUES FOR THE CONSTRUCTION OF 5SEP12 LMF rev. ANY OTHER BUILDING OR COPY OF THIS KIT. Copyright© Shelter-Kit Incorporated 2012 SHEET# 10 y DETAIL 3X SCALE • e OF NF �� P? MccC 1® 6"X6" 4;r Q .�'if SIMPSON 4"X6" ,r .� i, .,r► ABU66 SIMPSON 2"X8" 101 ��ir,,it' ABU46 OVERHEAD rr't t.VI- tu BEAM i 1 _� IiV 1` ; AAOp 5348 P�(C, .__ _ 1 STN SIMPSON ` SIMPSON `�- HDU2 LSTA24 1/2"APA RATED SHEATHING 2"X4"STUDS &GIRTS 8D NAILS 6"O.C. 2"X4"STUD jrik @24"O.C.2"X4" \ , BLOCKING N SIMPSON Zs) r LSTA24 m 1/2"APA RATED SHEATHING All-----_______Illk r 8D NAILS 6"O.C. 73'-0"----A ib r TO r M SIMPSON •,- / LSTA24— 4 0 N AIM IllbL. \N- U .. JIJ _ . 1_ \ SIMPSON II FIAIIIIIIOFAIIIIBII _ N SIMPSON .11": TP411 ,IIIII\J LSTA36 _ _ Izo_ 4X6 SYP#2 r r lk 6X6 SYP#2 2"X8° SIMPSON HDU2 r- zo -k - - 41 liL KNEE BRACA 1 E _.,__i_ , s')__ __rr imada—vimmiiiiiii. - • ____, 81-0" \ \ 1111, N._ ,:,,_ _,,, ,_. ._ .,, ,_,,, _.::,.,__, _ „,,, ,..i. +__---,`: Sr.-. '-, ,',',--'- *_'`,_-- ,• ,__ ,,----,_. ,-,..2,,,SIMPSON HDU2 REAR SIMPSON HDU2 / --121-0" / 12'-0" / / 24'-0" / FRONT D. Fisher r THIS DRAWING PACKAGE ILLUSTRATES THE FEATURES AND DETAILS Shelter-Kit Incorporated 24'X24'Barn OF THE SHELTER-KIT BUILDING DESCRIBED AND IS PROVIDED FOR 22 Mill Street Front&Rear - THE OWNER NAMED. IT IS NOT TO BE USED TO SPECIFY MATERIALS, Tilton, NH 03276 Frame Elevation DIMENSIONS OR DESIGN VALUES FOR THE CONSTRUCTION OF 1/4"=1' ANY OTHER BUILDING OR COPY OF THIS KIT. Copyright© Shelter-Kit Incorporated 2012 SHEET# 11 5SEP12 LMF rev. 3/4"T&G 0 AdvanTech 2"X 10" 8D NAILS PLATE @6"O.C. 2"x6" 2"X10" In' BLOCK 2"X 10" FLOOR JOIST 21-0" O.C. FLOOR JOIST 2'-0"O.C. 2"X 12" 6"X 6"SYP 2'-0"O.C. li HEADERS POST with bill 2"X6"LED T S ATTACHED " SIMPSON 10 i-_'�- .=0 II II JOIST HANGER 2"x 6" BLOCK 2'-0"O.C. 2"X10" TOP PLATE SIMPSON LSTA30 o \ /@40ubO.C. N SIMPSON LSTA30 2"X 10"JOIST @4'-0"O.C. 2'-0"O.C. / _ IN\ SIMPSON LUS210 2"x 6" =T TI r r r ---r]----�r-----� rr r q JOIST HANGER 2"X 12" /_1___JL JL_--_L(1____JL _ l 1 l 1 \ BLOCK N • HEADERS - 7�3'-3" 2)211X1211 HEADERS for 8'span \of 77.-.--- sINTE1 „co T Mc 11 " * Q` °o / PLATES, withwith V r m / O , = SIMPSON TP411 & ` , 0 z �,�► i • SIMPSON HGA10 , A >'a,lit , ,,,. i _ x ONE AT EACH END 9 0B �Q I II II Il 1I11 11 II 11 III;I II II II I 0,, `5348 ..„,(4, ,f' 6'-0" Jr $.`SS/ON Al v" / 8'-0" / 8'-0" / 8'-0" / / 24'-0" / D. Fisher THIS DRAWING PACKAGE ILLUSTRATES THE FEATURES AND DETAILS Shelter-Kit Incorporated 24'X24'Barn OF THE SHELTER-KIT BUILDING DESCRIBED AND IS PROVIDED FOR 22 Mill Street Loft Floor Frame Plan THE OWNER NAMED. IT IS NOT TO BE USED TO SPECIFY MATERIALS, Tilton, NH 03276 1/4"=1' DIMENSIONS OR DESIGN VALUES FOR THE CONSTRUCTION OF 5SEP12 LMF rev. u ANY OTHER BUILDING OR COPY OF THIS KIT. Copyright© Shelter-Kit Incorporated 2012 SHEET# 12 M 0 5/8"APA RATED 2"X 10" RAFTER SHEATHING 24"O.C. 8D NAILS,6"O.C., ' '''\,,,,,,, 4"O.C. @ENDS / 24'-0" / SIMPSON H10 \ \ - - - - - - - - - - - SIMPSON L70 TWO AT EACH END — \ 2"X10" 2---; FLOOR JOIST 2'-0"O.C. Y 2"X 10" �j PLATE c) / CM SIMPSON LUS210 \ 2"X 12" JOIST HANGER HEADERS 2"X 12" RIDGE \ 411) / N 5/8"APA RATED 2"X 12"RIDGE SHEATHING 8D NAILS, 6"O.C., 4"O.C. @ ENDS eOFN *5 ��P T Mc00i- v r� Q� f- IA., I. �a ,•-• 41 . ' A•Q 5348 O \ 24'X0 C10" RAFTER SIMPSON L70 O ® �FSSIO \'� \ TWO AT EACH END NP 2"X 10"RAFTER 24"O.C. D. Fisher THIS DRAWING PACKAGE ILLUSTRATES THE FEATURES AND DETAILS Shelter-Kit Incorporated 24'X24'Barn OF THE SHELTER-KIT BUILDING DESCRIBED AND IS PROVIDED FOR 22 Mill Street Roof Frame Plan THE OWNER NAMED. IT IS NOT TO BE USED TO SPECIFY MATERIALS, Tilton, NH 03276 1/4"=1' DIMENSIONS OR DESIGN VALUES FOR THE CONSTRUCTION OF 5SEP12 LMF rev. s. ANY OTHER BUILDING OR COPY OF THIS KIT. Copyright© Shelter-Kit Incorporated 2012 SHEET# 13 1. GENERAL i. ALL MATERIALS,WORKMANSHIP,AND DETAILS SHALL CONFORM TO THE 2010 EDITION OF THE NEW YORK RESIDENTIAL CODE AND THE REFERENCE STANDARDS INCLUDED THEREIN THAT ARE APPLICABLE TO THIS PROJECT. ii. UNLESS OTHERWISE INDICATED, DETAILS SHOWN ON ANY DRAWING ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. iii. NO MAIN FRAMING OR STRUCTURAL MEMBERS ARE TO BE MODIFIED, ALTERED, OR CUT WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER. 2. DESIGN LIVE LOADS ROOFS: GROUND SNOW LOAD: 20 PSF FLAT ROOF SNOW LOAD: 20 PSF (PLUS ALLOWANCE FOR DRIFTING) SNOW EXPOSURE FACTOR: 0.9 THERMAL FACTOR: 1.1 IMPORTANCE FACTOR: 0.8 FLOORS: 50 PSF WIND: BASIC WIND SPEED: 120 MPH (3 sec GUST), EXPOSURE B IMPORTANCE FACTOR: 0.8 SEISMIC DESIGN CATEGORY (SDC) B 3. FOUNDATIONS a. FOUNDATIONS SHALL BEAR ON UNDISTURBED NATURAL MATERIAL HAVING AN ALLOWABLE BEARING PRESSURE OF 2000 PSF. b. CONTROLLED STRUCTURAL FILL SHALL CONSIST OF CLEAN GRANULAR MATERIAL FREE OF ORGANIC OR OTHER DELETERIOUS MATTER AND CONFORM TO A SIEVE ANALYSIS WHICH PRODUCES A GRAIN SIZE DISTRIBUTION CURVE FALLING ENTIRELY WITHIN THE FOLLOWING LIMITS,AS DETERMINED BY LABORATORY ANALYSIS: c. SCREEN OR SIEVE SIZE PERCENT PASSING BY WEIGHT 4" 100% 7 3" 90-99% No.4 35-70% No. 40 5-35% No. 200 0-5% d. FILL MATERIAL SHOULD BE PLACED IN LIFTS NOT EXCEEDING 12" IN LOOSE DEPTH FOR MATERIAL TO BE COMPACTED BY HEAVY COMPACTION EQUIPMENT,AND NOT MORE THAN 8" IN LOOSE DEPTH FOR MATERIAL COMPACTED BY HAND OPERATED TAMPERS. PRIOR TO COMPACTION, EACH LAYER SHOULD BE MOISTENED OR AERATED AS NECESSARY TO PROVIDE OPTIMUM MOISTURE CONTENT. e. EXCAVATE TO LINES AND GRADES REQUIRED TO PROPERLY INSTALL THE FOUNDATIONS ON UNDISTURBED NATURAL SOIL. REMOVE ALL TOPSOIL AND ORGANIC MATERIAL FROM UNDER SLABS ON GRADE. ALL EXCAVATIONS SHALL BE DRY BEFORE PLACING ANY CONCRETE. f. BACKFILLING AGAINST FOUNDATION WALLS SHALL BE DONE ONLY AFTER WALLS ARE BRACED TO PREVENT MOVEMENT. g. BACKFILL INSIDE THE FOUNDATION WALLS WITH APPROVED STRUCTURAL FILL PLACED IN 12-INCH LAYERS AND COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT AS DEFINED BY ASTM D1557, METHOD D. h. WHERE NEW FOUNDATIONS ARE BUILT IN THE SAME LOCATION AS REMOVED EXISTING FOUNDATIONS,THEY SHALL BEAR ON UNDISTURBED SOIL AT OR BELOW THE ELEVATION OF THE EXISTING FOUNDATIONS. E OF NFA ( ---- 4,P S Mcc® J-0 7� , I f r\It'�� cr W Z ,9 Oe5348 4+�` FFSSIONP'- D. Fisher ^ Shelter-Kit Incorporated 24'X24'Barn 22 Mill Street Notes Tilton, NH 03276 1/4"=1' 5SEP12 LMF rev. X Copyright© Shelter-Kit Incorporated 2012 SHEET# 14 A • 4. CAST-IN-PLACE CONCRETE 4 a. CONCRETE WORK SHALL CONFORM TO THE LATEST EDITIONS OF: BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318),SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301),AND STANDARD SPECIFICATION FOR COLD WEATHER CONCRETING (ACI 306.1). b. CONCRETE SHALL BE NORMAL WEIGHT,APPROVED, READY-MIXED CONCRETE HAVING AN ULTIMATE COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS EXCEPT CONCRETE FOR EXTERIOR SLABS AND WALKWAYS SHALL HAVE AN ULTIMATE COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS. c. CONCRETE WHICH WILL BE EXPOSED AND/OR SUBJECT TO FREEZING AND THAWING SHALL BE AIR ENTRAINED WITH 4-6%AIR BY VOLUME. INTERIOR SLABS NOT SUBJECT TO FREEZE-THAW CYCLES DURING CONSTRUCTION OR SERVICE LIFE NEED NOT BE AIR ENTRAINED. d. ABSOLUTELY NO CALCIUM CHLORIDE MAY BE USED IN ANY CONCRETE. e. REINFORCING SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. f. DETAILING, FABRICATION, AND ERECTION OF REINFORCEMENT, UNLESS OTHERWISE NOTED,SHALL CONFORM TO ACI DETAILING MANUAL(SP-66) IN ADDITION TO THE ABOVE CODES AND SPECIFICATIONS. g. PLACE CONCRETE BY APPROVED METHODS OF ACI 304, RECOMMENDED PRACTICE FOR MEASURING, MIXING,TRANSPORTING AND PLACING CONCRETE. CONSOLIDATE CONCRETE BY MECHANICAL VIBRATION. DO NOT USE VIBRATORS FOR MOVING CONCRETE IN FORMS. h. PLACE REINFORCING USING STANDARD BAR SUPPORTS TO PROVIDE PROPER CLEARANCE AND PREVENT DISPLACEMENT DURING CONCRETE OPERATIONS. i. MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: * UNFORMED SURFACES IN CONTACT WITH GROUND OR EXPOSED TO WEATHER 3" * FORMED SURFACES IN CONTACT WITH GROUND OR EXPOSED TO WEATHER 2" * SLABS ON GRADE 1- 1/2" * SLABS AND WALLS NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND 1" * OTHER CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND 1-1/2" P'Ce OF Ns j. PROPERLY BRACE AND SHORE FORMWORK TO MAINTAIN ALIGNMENT AND TOLERANCES IN ACCORDANCE WITH ACI 347. 5 �tfiTMc009 ) k. LAP ALL WELDED WIRE FABRIC TWO SQUARES AT ENDS AND ONE SQUARE AT SIDES. LAP ALL REINFORCING BARS 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. Q� -31 I. CONTROL JOINT SPACING IN FOUNDATION WALLS SHALL NOT EXCEED 30 FT. , � •; ..,�� �, 5. STRUCTURAL STEEL ��i 11�"` go ,cc ' a. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO ANSI/AISC 360-05 "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS",AND "STRUCTURAL WELDING CODE-STEEL"-AWS D1.1. ri► btu b. STRUCTURAL STEEL SHAPES SHALL CONFORM TO ASTM A992, GRADE 50. STRUCTURAL STEEL ANGLES, PLATES AND CHANNELS SHALL CONFORM TO ASTM A36. ®'O o8S346 c. STEEL TUBES SHALL CONFORM TO ASTM A500. STEEL PIPE SHALL CONFORM TO ASTM A53, GRADE B. ��SStOt•IP‘'� d. ANCHOR BOLTS AND STEEL TO WOOD CONNECTION BOLTS (AS APPLICABLE), SHALL CONFORM TO ASTM A307. 6.WOOD a.ALL NEW STRUCTURAL LUMBER SHALL CONFORM TO THE LATEST EDITION OF THE A.F&.P.A. "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" AND ITS SUPPLEMENTS. b. ALL STRESS GRADE LUMBER FOR FRAMING SHALL HAVE A MINIMUM ALLOWABLE BENDING STRESS, Fb, OF 875 PSI (SINGLE USE, NORMAL DURATION), A MINIMUM ALLOWABLE HORIZONTAL SHEAR STRESS, Fv, OF 70 PSI, AND A MINIMUM MODULUS OF ELASTICITY OF 1,400,000 PSI UNLESS OTHERWISE NOTED. c. ALL STRESS GRADE LUMBER FOR 2X4 STUDS SHALL BE SPRUCE-PINE-FIR STUD GRADE OR BETTER. ALL STRESS GRADE LUMBER FOR 4X4 POSTS SHALL BE SPRUCE- PINE-FIR STANDARD GRADE OR BETTER. ALL STRESS GRADE LUMBER FOR 2X6 STUDS AND 4X6 POSTS SHALL BE SPRUCE-PINE-FIR#2 GRADE OR BETTER. ALL STRESS GRADE LUMBER FOR 6X6 POSTS SHALL BE SPRUCE-PINE-FIR#1 GRADE OR BETTER. d. PLYWOOD FOR ROOFS SHALL BE APA RATED SHEATHING, 5/8 OR 19/32 INCH THICKNESS, EXPOSURE 1, WITH A SPAN RATING OF 40/20. PLYWOOD FOR WALLS SHALL BE APA RATED SHEATHING, 1/2 OR 15/32 INCH THICKNESS, EXPOSURE 1,WITH A SPAN RATING OF 24/16 (UNLESS NOTED OTHERWISE). GAPS BETWEEN PANELS AND/OR CLIPS PER MANUFACTURER'S RECOMMENDATIONS. e. NO WOODEN BEAMS,JOISTS, OR STUDS SHALL BE CUT, NOTCHED, OR BORED TO CLEAR PIPES,WIRE, CONDUIT, OR FOR OTHER PURPOSE WITHOUT THE APPROVAL OF THE PROJECT ENGINEER. f. ALL LUMBER SIZES ARE NOMINAL DIMENSIONS UNLESS OTHERWISE NOTED. g. MEMBER SIZES ARE FOR ONE PIECE SOLID SECTIONS. BUILT UP MEMBERS ARE NOT ACCEPTABLE UNLESS OTHERWISE SHOWN. h. LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. i. PROVIDE GALVANIZED METAL HURRICANE TIE AT EACH DIMENSIONAL RAFTER/TRUSS OR SIMILAR MEMBER, AT WALL PLATES, PER APPLICABLE CODE/ENGINEERING REQUIREMENTS. j. GALVANIZED METAL CONNECTORS SHOWN ON THE DRAWINGS ARE BY SIMPSON STRONG-TIE CO. SUBSTITUTION OF ANOTHER MANUFACTURER MAY ONLY BE MADE FOLLOWING SUBMISSION OF CUT SHEETS FOR ALL SUBSTITUTIONS SHOWING LOAD CAPACITIES AND WRITTEN APPROVAL. D. Fisher Shelter-Kit Incorporated 24'X24'Barn 22 Mill Street Notes Tilton, NH 03276 1/4"=1' .r 5SEP12 LMF rev. Copyright© Shelter-Kit Incorporated 2012 SHEET# 1 5 F • • . . . . . . . SURVEY OF PROPERTY' + AT ORIENT • TOWN OF SO UTHOLD ,\.-1/ ,/ SUFFOLK COUNTY, N. Y. 1000-18-03-25 SCALE: 1'=40' JULY 17, 1985 DECEMBER 18, 2009 (UPDATE' & BOH) ' FEB. I, 2010 (ADDITIONS) SEPT. 15, 2010 (prop. hse.) DEC. 30, 2010 (CERTIFICATIONS) • •Ku- Aug. 9, 2012 (revisions) 1 1 ' AREA OF • 1 ; SEPTIC SYSTEM A• sa 1 � mc � N/0/I� DEBORAH FLYNN & COLLEEN SMITH Z m N (C ,WELLING) --� • via 5:i PI r I � 444.74' EL 32.9' � Z a o.�— N4829'00"Eg N t 1 1 I RCA DRIVEWAY 2tO • Z w ~ O O I ePROP.WELL/ ' 0a i i IC i Z ' n O D toN A z � ,.;r_ • v R' 60' ~- i a a 0 & EL29 o co I Test Holy - r,' 2a 0 r- Z ^ DECK a,iT In PROP. Z g O , 0 I D RCH') 29' —l h GAR. 7C 0 1 0 7 PROP. la• NI 23' p C� _ TREE /HOUSE 14' . ...____ ril2 ST F.P. E45'L. 5f N) fv , 10' � • y I O Ori 0 ,... ._ -c Z i, . I BUILDING ENVELOPE L • a o • • p MON. EL 28.5' 436.58' a 32.9 O.TS . S48 29'00"W 1 U � • . N/O/F ROBERT GUERRA �� 1 m (VACANT) w HSE 0 0V EL 333 X� \ n11. GRADE EL 29 • \',1 I'MIN. 2' MAX • o 1_ 3' SAND (SW) _ FA I I _ LP COLLAR °f ii-5 PROPOSED S&TIC SYSTEM N/O/Fal �•p SEPTICTANK3' — — (4 BEDROOMS) D. P. & J. H. !v I4 I 1 8'0 I PRECAST 1000 go/SEPTIC TANK • " 8' P x 12' DEEP LEACHING POOL MOORE o?OC N�o�F y IS: WITH 3' SAND COLLAR. DIG DOWN TO GRACE & SAMUEL PILCER SAND(SW) SAND (SW) AND BACKFILL WITH SAND(SW) L_ EL 14 I SAND ,(SWI ' ammo) a • --c • • 461.1'm 1 X25) DAVID L. FISHER TEST HOLE FIDELITY NATIONAL,TITLE INSURANCE by McDonald Geosdence COMPANY 9/08/10 Title # I0-7404-80589-SUFF. b' 'EL. 29 ,Dark Brown Loom OL . r =MONUMENT Pole Brown SNI ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM. I' ML RAIN RUNOFF • I am familiar with the STANDARDS FOR APPROVAL ,$rows Slily sone HSS 3 U O' " !"S00 eq n. • AND CONSTRUCTION OF SUBSURFACE SEWAGE ens 20% 1500 * I x O.I7 i 255 cull. DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES ' l� SM 255/22.3 - 11.4 VF PROVIDE 3 DRY WELLS 6'/ a 4' DEEP and will abide by the conditions set forth therein and on the permit to construct. 1 . Polo Brown line to - Coarse Sand wilt, The location of wells and cesspools shown hereon are • sw 10,4 Grovel N.Y.S. LIC. NO. 49618 • from Fred observations and or from data obtained from others. Ei. , ECONIC S VEYORS, P.C. ANY ALTERATION OR ADDITION TO THIS SURVEY !S A VIOLATION (631) 765-5020 FAX (631) 765-1797 OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. P.O. BOX 909 ' EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS 1230.O. TRAVELER STREET p HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF AREA=2.4279 ACRES N.Y. 11971 85-24 7 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYORSOUTHOLD, WHOSE SIGNATURE APPEARS HEREON. e •