Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
42174-Z
�o�OsnFFOt,�i�Gy Town of Southold 11/2/2015 P.O.Box 1179 a - a' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40022 Date: 11/2/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1045 Dean Dr, Cutchogue SCTM#: 473889 See/Block/Lot: 116.-5-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/13/2017 pursuant to which Building Permit No. 42174 dated 11/22/2017 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: ADDITIONS AND ALTERATIONS INCLUDING FRONT PORCH,FIRST AND SECOND FLOOR DECKS,AND OUTDOOR SHOWER TO AN EXISTING ONE FAMILY DWELLING AS APPLIED The certificate is issued to Janusz,Robert&DeBlasio-Janusz,Patricia of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42174 09-19-2018 PLUMBERS CERTIFICATION DATED 09-19-2018 Br Piecuc 0 o ' e Signature o�SU �cQ TOWN OF SOUTHOLD BUILDING DEPARTMENT z TOWN CLERK'S OFFICE o . SOUTHOLD, NY 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#: 42174 Date: 11/22/2017 Permission is hereby granted to: Janusz, Robert 18 Hartley Ln Basking Ridge, NJ 07920 To: construct additions and alterations to an existing single family dwelling as applied for. At premises located at: 1045 Dean Dr, Cutchogue SCTM # 473889 Sec/Block/Lot# 116.-5-9 Pursuant to application dated 11/13/2017 and approved by the Building Inspector. To expire on 5/24/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $630.40 CO -ADDITION TO DWELLING $50.00 Total: $680.40 d ng s ector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TORN 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/I0 of l%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$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 I Date. New Construction: _V/_ OId or Pre-existing Building: (check one) Location of Property: ouse NL Street _ Hamlet Owner or Owners of Property: - , ,� _ O , IJV�Z, Suffolk County Tax Map No 1'0010,Section Block Lot J Subdivision_ QJNKj V 1 P�V Filed Map. J Lot: Permit No. Date of Permit. A licant: } Health Dept.Approval: Underwriters Approval: Planning Board Approval: i Request for: Temporary Certificate Final Certificate: _ (check one) Certificate:__ V/ __ _ { cz' Fee Submitted: $ �� r pp ica ignature oF so�ryol Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 117 Southold,NY 119711-0959 aQ roger.richert(cD-town.southold.ny.us �4Cyevuff I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Janusz Address: 1045 Dean Dr City: Cutchogue St: New York Zip: 11935 Budding Permit#: 42174 Section: 116 Block 5 Lot. 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Platinum East Electric License No: 34091-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph Heat elec Duplec Recpt 76 Ceiling Fixtures 24 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 8 Wall Fixtures 18 Smoke Detectors Main Panel 2-15 A/C Condenser 2 Single Recpt Recessed Fixtures 55 CO Detectors Sub Panel 80a A/C Blower 2 Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt 30a Emergency Fixtures Time Clocks Disconnect 2-15 Switches F 60 Twist Lock Exit Fixtures TVSS Other Equipment, 4-bath fans, 3-paddle fans, range hood, 2-deck stair lights, 4-electric space heater in basement, 10-ARC fault circuit breakers,2-combination GFCI/ARC fault circuit breakers,generator automatic transfer switch Notes* Inspector Signature: Date: September 19 2018 81-Cert Electrical Compliance FormAs SEP 1 9 2018 RUffDWG DEPT. Town Hall Annex '� = �• � ) Te_lephone($3I)•765-1$02 54375 Main Road Fax(631)765=95-02 _ P.0-Box 1179 Southold,New Fork 11971-0959 BUILDING DEPARTMENT -CERTII+ICATION- Date: Building Permit No. /� 1 7- 7 owner: 9-an &J's Z - De R1 a S J (Please print) = Plumber. O i'a e/ ?i 6 c u ch _ _. : (Please print) I certify that the solder used in the water supply system conta7m less.than 2/10 bf I°!o lead. : (Plumbers-Sigluature) Sworn to before me this day 06 I 20 TRACEY L. DWYER -- NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 -QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30, a� Notary PubliAi County y *OF SO(/T�, a TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ F NDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINA REMARKS: U �� o4y/ f�n�,, ovLvvc) w DATE f D INSPECTOR �o���F OUTyolo cOUMV,N TOWN OF SOUTHOLD-BUILDINGDEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [V] FRS A�MING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: kvzl L IDY- DATE qINSPECTOR �o��pF SOUryo� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 � . INSPECTION ( ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION ( ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 7 �� INSPECTOR ' x �I OF so//l�° * # TOWN OF SOUTHOLD BUILDING DEPT. u 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING RE ARK_ S: DATE INSPECTOR � til a SOGTyO� # TOWN OF SOUTHOLD BUILDING DEPT. coum, 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: Z&AAon 0�/— ,l/ ro&rl� 'C1�btA I1�1 DATE INSPECTOR OP SOUjyO� * # TOWN OF SOUTHOLD BUILDING DEPT. °`�courmN�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. Z �- [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE--& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR q-1001i �aOF 50U1�o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY, [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 1.0el-, fpAm ^04'. Q �• j [ '�✓ S IIS 6v" V#Vv& R4wie-C4Cori S(lh 0507 • Auy /D A(Ovn � Soman DATE INSPECTOR y� OFSOUI f * TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU H PLEIG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION i [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR J.P.HUNTER ENTERPRISES, INC- r HUNTER INSULATION■ HUNTER HARDWOOD FLOORING 675 Elton Street,Riverhead,NY 11901 (631)283-4120 fax(631)2834163 June 22, 2018 D l [E O r RE: Janusz- DeBlasio Residence 1045 Dean Dr. Cutchogue OCT - 9 2018 To Whom It May Concern, V!U)-ING7bEPi , The above referenced house was insulated as follows: Insulate roof with,9" open cell foam. Insulate overhang with 9"open cell foam. Insulate new framing over slab with 6" R40 closed cefffoam. Insulate exterior walls with 2" closed cell foam and 3 '/:"fiberglass,(R-25). Insulate 2 x 4 exterior wall with 3" R-21 closed cell foam. Sound deaden all interior walls with 3'/:"fiberglass sound batts. Low expansion foam at windows and doors. Fire caulk all penetrations as per code. Insulate 1 basement masonry wall with 1%" R-11 closed cell foam. Sincerely, Kenneth,Brauner Afp06 �0 N��a� 13 WPM arev 0 OWN• COMMENTS FOUNDATION(1ST) -------------------------- / ' ' Em J ROUGH PLUMBING INSULATION PER N.Y-. STATE ENERGY • 1 I_. I L L Lir ADDITIONAL it �. _ 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. SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application_ Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form tact: �--- Approved 120 Mail to: P -A 424 Disapproved a/c , . Phone: e ExpirationP D � � ,20 v, Building'Inspector NOV 1 3 2017 ' APPLICATION FOR BUILDING Date /!/oqemb-est' /d , 20 i7 'ivii OF SOGi�HOLD INSTRUCTIONS d. 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 havd 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. QA j tuv_- (Signature pplicant` r arae,if a corporation) R 'dc' /U-Q, (Mailing address o pplicant 02F,,O State/1whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Qa t•y-i c i a 1+ c" QSi O gGt4l &s , Name of owner of premises R.obeo-t PP .:ayjri,152 (As on the tax roll or latest deed) , If applicant is a corporation, signature of duly authorized officer (Name and title of cordo`to officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposedork will be done: As DrUJIF CU 7[ (EF House Number Street Hamlet County Tax Map No. 1000 Section ' Block__ -.Lot Subdivision. C l�(S Cyy Filed Map No.`s 5j Q <J Lot CJ- 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy '2 �00!6� t 3. Nature of wor (check which applicable):New Building Addition Vl' Alteration r/ Repair Removal Demolition Other(Work (Description) A Estimated Cost ('�O' 00 !90 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, specify nature and extent of each type of use. 7.' Dimensions of existing structures, if any: Front Rear44 Depth 154 Height Number of Stories ,- Dimensions of same structure with alteratio s or`additions: Front Rear Depth ei! Height 15 Number of Stories 8. Dimensions of entire newconstruction: Front - Rear `I� V0 Depth Height �t Number of Stories s 9. Size of lot: Front Rear 1' �® Depth 10. Date of Purchase 981-6 / , Name of Former Owner �!Q 'G� to f 11. Zone or use district in which premises are situated � a 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO f . 13. Will lot be re-graded? YES NOWill excess fill be removed from premises? YES NOK _De145,o-To,402- ig*29JAt ec,tiL - 17 90-0 14. Names o4pwner of premises )ING - P ��e�lu�Ad ess skA �� c7WJ- Phone No. 3q�-3 Cc ne Name oGX No Ad �s 3 Name of Contractor tib,( ddress B O 1�c��e\ ,� 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 * 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 typographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. I , STATE OF NEW YORK) SS: COUNTY OF'�� 62. Jd V1 �ItS 2' being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, i (S)He is the I (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 knowledgeand belief; and tha AIR116 08 performed in the manner set forth in the application filed therewith. Notary Publlo.sQ-qto of Now York Qualftd In S olk County Sworn tq before me this MY66M Ion pIms Aub 25, day of 00 20 I ota u lic Signatur o Applicant I , F ' Scott A. Russell ��`�; ��, � �z �7�'fO��E�M[WAT3E K, SUPERVISORM[A\N A���'1JEM[IEN"7C' - J SOUTHOLD TOWN HALL-P.0.Box 1179 53095 Man Road-SOUTHOLD,NEW YORK 11971 { S? Town o fSouthold CHAPTER 236 ® STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) 201E3 TERS t'ROATC1 a xiVOL, 'T' AN'Y of THE FC,'LLCDWHIi ,G: Yes I No (CHECK ALL THAT APPLY) A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. El0 B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. [I ED C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. E][Z D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. Elp F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project, vered YES to one or more of the above,please subMit Two copies of a Stormwater Management Control Plan "I i i ted Check List Form to the Building Department with your Building Permit Application. per cr,Dcsign Prof(--stonal,Agent.Contractor,Other) S.C.T.M. 1000 r"ia it 2 ection Block Loi 1-tM 1`3Lit DIIN(J 111'P1,,B 1:11(:�"1 1::-C 0N . tem. Rcvie,ved BY. hh Date: cJ ProperAddress/Location of Construction Work: — — — — — 1 Approved far�r�ces�,ng Building Permit. — SIormwater[Aanagement Control Plan Not Required. OUStorni;atcr(`[aiiagrmrrt c'onlral Plan 13rgairerl. El (Forward to Engmeering Department ror Revie.v l l �O'*OF SO(/j�Ql 0 Town Hall Annex Telephone(631)765-1802 54375 Main Roady (631)765-95 P.O.Box 1179 • roger.richert . own.soui95o 5 .ny.us Southold,NY 11971-0959 Q COUNi`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: eG e` IA Date: y 3b- Company Name: AIV-1 C ,% Q WC Name: ITI - - - - License No.: 3 y p 91 -M r Address: I3 4 JQCYS 9D o fog Phone No.: G,31 - r)&S'- Jy'2 JOBSITE INFORMATION: (*Indicates required information) *Name: 01P MLASI *Address: IDpAc h on OJ2J *Cross Street: + *Phone No.: 3t - Ills-9Y Permit No.: - I Tax Map District: 1000 Section: I I Lp Block: 5 Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) .hw Ste + kCV5r (Please Circle All That Apply) *Is job ready for inspection: YES /10" Rough In Final *Do you need a Temp Certificate: YES / NO 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 n\" 82-Request for Inspection Form /� 4, Bobette Suter From: Joseph Fischetti,Jr <joseph@fischetti.com> Secret: Saturday, September 30, 2017 8:39 AM To: Bobette Suter Cc: pabojangle@aol.com Subject: 1045 Dean drive Attachments: img185.pdf;ATT00001.htm; logo small.tif;ATT00002.htm We inspected the existing sanitary at 1045 Dean Drive Attached is the location of the system. 1000 gallon septic tank and 5 8 foot diameter 2 feet deep. That system is good for 3 bedrooms. No part of the system can be less than 20 feet from the proposed swimming pool. D Aq, M. e O NE�� i 17 C G�� .2 9 l � Z r 5 Bobette Suter From: Joseph Fischetti,Jr<joseph@fischetti_com> Sent: Saturday,September 30,2017 8:39 AM To: Bobette Suter I Cc: pabojangle@aol.com Subject: 1045 Dean drive Attachments: img185.pdf;ATT00001.htm; logo small.tif;ATT00002.htm We inspected the existing sanitary at 1045 Dean Drive j i Attached is the location of the system. 1000 gallon septic tank and 5 8 foot diameter 2 feet deep. i That system is good for 3 bedrooms. No part of the system can be less than 20 feet from the proposed swimming pool. t E I i I I I D AqC M q 1 7a O¢ 0 IN I 1 INVOICE DATE # 9/2212017 8377 (631) 734-6585 WE ACCE�T 4225 Bridge Ln. • Cutchope • LI?NY • 11935 Joseph Fiscbetti I PO Box 616 Southold,NY 11971 .... Return,top.part with payment............... ... ..................... Rot-rPviP-r.,zP hr.-np--d ijithori.Zatioij ..... . ... ..... ..... ......... ..... ...... ............. P.O. NUMk*R:" ...... ... PROJECT 09/19/17 Due on receipt QUANTITY DESCRIPTION RATE AMOUNT I Exposed septic system and pumped 100E?Gallons-Septic Tank Waste,Removal. ToWn 835.00 835.00T dump fees included. Machine time to expose(5)2x8 leaching cesspools. All were empty. Job Location: 1045 Dean Drive,Cutchogue NYS Sales Tax 8.625% 72.02 Thank you for your business TOTAL 5907.02 COASTLINE CESSPOOL&DRAIN SERVICE (631)734-6585 4225 BRIDGE LN CLITCHOGLIE,NY 11935 coastlinecesspGolftmail com Certifications indicated hereon signify that this plat of the property depicted hereon was made in accordance with the existing Code of Practice for Land Surveyors adopted by the New York State Association of Professional land Surveyors. This certification is only for the lands depicted hereon and is not certification of title,zoning or freedom of encumbrances. Said certifications shall run only to the persons and/or entities listed hereon and are not transferable to additional persons,entities or subsequent owners. I I LOT 6 N 71957'20" E 130.00 FE 0.8'N FE METAL FENCE 0.9'W 0.9'N MONUMENT FOUND MONUMENT FOUND =I O I I OI I � I N ' o (p W 00 N I N REB R FOU D )- 22.0' J 1-5 0 3 I W W J Lu Z �i ( " W N O N � N atf 0 U O 61' SHOWER DECK 0 ft � !� tY 9.0' 4.5',p 2s, 21.9' o I C) r U ,.j 6.6, U) } 1 STORY N 3 DWELLING s 6' 24.5' M Z Z I I 'No. 1045 3 N 31.0' M � 0 Z d J J j 20.8'Ul — I 0 Z 'Q M MASONRY M�M _ WALK ( I _ LAMP 4 I I ^ POST ZQ U) W(Y- I �tl .. 110.110' MONUMENT yy TER MONUMENT FOUND FOUND TER - 0.3'W 0.4'N CONCRETE CURB S 79'22'00 , W ,2 DEAN 3.00' (PRIVATE DRIVE I LM. SURVEY AD) VIEw• SURVEY 1 The offsets or dimensions shown from structures to the property lines are for a specific purpose and use,and therefore,are not intended to guide in the erection offences,retaining walls, pools,patios,planting areas,additions to buildings and any other construction. Subsurface and environmental conditions were not examined or considered as a part of this survey. Easements,Rights-of-Way of record,if any,are not shown.Properly comer monuments were not placed as a part of this survey. © 2017 BBV PC VBarrett Tax Map: DISTRICT 1000 SECTION 116 BLOCK 5 LOT 9 .. Bonacci & Map of: DOWNSVIEW Unauthorized alteration or addition to ^'� Van Weele PC this survey is a,violation of Section 7209 of New York State Education Law Civil Engineers 175A Commerce Drive Map Lot: 8 Map Block: --- Surveyors Hauppauge, NY 11788 y T 631.435 1111 Filed: 8/11/1970 No.: 5509 County: SUFFOLK Planners F 631 435 1022 www bbvpc com Situate: CUTCHOGUE,TOWN OF SOUTHOLD Certified to: Title No: RT-43573 Revision By Date ROBERT JANUSZ&PATRICIA DeBLASIO JANUSZ I Copies of this survey map not bear WESTCOR LAND TITLE INSURANCE COMPANY ing the land surveyor's embossed seal and signature shall not be con- REGAL TITLE AGENCY sidered to be a true and valid copy BANK OF AMERICA,N.A.,its successors Surveyed 6y: R.B. Drafted 6y: J.F. Checked by: C.W. and/or assigns,as their interests may appear „_ Project No.: A170510 Scale: 1 30 Date: AUGUST 1 2017 K:\Da17W170510\DWG\A370510.dwq,A170510,8/21/2017 4:08:09 PM,Barrett,Bonacci&Van Weele,P.C.,]F REScheck Software,Version 4.6,4 Compliance Certificate Project Janusz/Deblasio Energy Code: 2015 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,103 ft2 Glazing Area 19% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Dean Drive compliance- 6.4%Better Than Code Maximum UA: 500 Your UA: 468 Maximum SHGC: 0.40 Your SHGC: 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Cavify Cont.' Ceiling 1:Cathedral Ceiling 2,023 33.0 0.0 0.031 63 Wall 1:Wood Frame, 16"o.c. 3,000 22.0 0.0 0.056 133 Window 1:Wood Frame:Double Pane with Low-E 605 0.310 188 SHGC:0.28 Door 2: Glass 21 0.320 7 SHGC:0.32 Wall 2:Wood Frame,16"o.c. 278 30.0 0.0 0.049 14 Basement Wall 1:Solid Concrete or Masonry 1,175 0.0 12.0 0.054 63 Wall height:8.0' Depth below grade: 7.0' Insulation depth: 8.0' Compliance Statement: The proposed building design described here is consistent with I&building plans,specifications,and other calculations submitted with the permit application.The proposed building has been desi ed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the R check Inspection Checklist. Name-Title Signature Date 16 71, J Project Title:Janusz/Deblasio Report date: 11/03/17 Data filename: Untitled.rck Pagel of 1 4H L „i;!'�1�PJT AT REQUt �. ,✓I .�. f';:.,". - CC;i•:..;;�;UC i K)PJ PviUS`i' ...�.__,.......__.,...,_.. . . fil.' r.,�,•� ir.. F0 i) C.0. CO','3TtiUC ri+_A C!-;;,LL vIEET TH-' OP Ti iE CUD, P` rr`,,Q^V a P y() :il�1, iC ,3 S2LE FO;� `SICaPd Ofd COINI';TRUCTION ERRORS. TIFICA TION .4 L) "ON 7ENT BEFORE -�.- �Y •-:, ORE „CA TE OF OCCUPANCY �LFCfi tCAL ` 'i<_OER USED IN WATER u ; � , T1 N RK20WAM "',SYSTEM CANNOT E'%CELU 2/10 OF 1%LEAD, Pi_!._!� o., A-11.PL LIT ;.i .. TCST;:..h TRUSS PLACARDING IREQUIRED GW t46 PaaLS Fl_e ._•.- ,.1.,�,_,� -----•- - � �fes'___---.:.�..:::........ . ::N= �r.viLLS< 5 1/110 5P 5 vfil , " .5'7 c. PatzGl� .= _ , Fc'T' bj _._._ ' -'T'rL_... PFP.TI� �.�_�.- . ...PI27.�FUL4- (ZZ,34-. cv. (='►'—'—p...�r�....._7_..... ..... T E R AND S U T E R ARCHITECTURE LA •NDS, CAPE DESIGN Ali LEI P.O. BOX 1 09 124 ESSUP AVENUE VOGUE NEW YORK 11959 T O PHONE 631-653-3877 suterandsuter@gmad.com , - 1 �T _ i C I\ i 1 t � t orl IL _ - - 1. jjoop I TL ED ApC 3 s , _ } s • s ` kk fi S•i1 f tr v 1 r r 1 ---- S U T E R AND S U T E R r� � � � � � tn .1 '= _._ ARCHITECTURE LANDSCAPE D E-S I G NtsI ! '� �''� "z" r � - - . UOG NEW YORK 11959 P.O. BOX 1709 124 JESSUP AV'RNUE UE PHONE 631-653-3877 suterandsuter@gmail.com O p�. _ 4 _ _.,,.._........._....._ tom_.^ r 9-0 ko t Its • { 3 � I f t I !. f J l 1 } AND S U 7C' E R E It S U T , ARCHITECTURE LANDSCAPE DESIGN ,r t er .K v _ t _..._,...._."_.^., A � _ l`i - .a P.O. BOX 1709 124 1ESSUP AVENUE QUOGUE NEW YORK 11959 PHONE 631-653-3877 sufierandsuter@gmail.com �` `�` �so� -10 f '� OF.N I 4 k _ AND S U • T , ER j ARCHITECTURE LAND S CAPE DESIGN P.O. BOK 1709 124 .TESSUP AVENUEQUOGUE NEW YORK 1 959 PHONE 631-653-3877 suterandsuter@gnait.cam 1607B y0` _............. �Ur NES F `IF,igulro 3.8a Corn®r Stud'Holddown Detail - 3 Studs With Flocking ' Blocking at 24"O.C. • Q Sldewall Holddown • 2•�.6d Common _ ____ • . . ' nails a#•�0"e.o. ``A'�r • connected to transfer shear Sri c IS i l� GAJ._ __ . . ! O's VA _ TR i _ • 1Lxa rnncciec�� 1411 01 LIT _ ' L, _ J � �^ •� Gam.-....._.. 411, 747 n OEM r ...... ..... i -- ._._..._ i ell DAP �a� o M. y� v E R AND S v 1 E i� s ARCHITECTURE LANDSCAPE - DESIGN, E �- P.O. BOX 1709 124 ESSUP A� UOGUE NEW YORK 11959 -g �so7e PHONE 631-653-3877 suterandsuter@gmail.com - f`N�N 5 ' r _ 4W ffTT r I .r, I _ "ALWA S._�.�-• ~i-i�•._.S.r�Jr✓.Jil # J _ CA jf , , r , � Allc I � � /��...�`•1 _.� %> k TT � � ..,oma t J T^ ,,.� � �_.• �j � .-._.__, ..... __._.__.. �__ ; zz 16 . �..�-.._(2.ct�r'••� _�-.------.._...�.._.---- ---: _ •,-- SII - •r�� � .. � ,r T 'Z- f QQ i V j 1' i r ' D Q3 Hl S^ 1 _ ' k i � til� � -- t �•- ,' � �, ,� "�.�' � � N ...._ '�..� A I -ED 11L 5-,.. i MIN ° )La Z. 97 , • I + w _ . s 000, .--___ ,....._..., _. .._ � � r►_ �.�• ,fir},, � , II .. lz cSTcS ,,,E60 . Y 15 Yl f ,1 ..;_...,,.,:rte-• 11.1 : 1 g E vvaN �... ._ _._.__..... .______. .... _•_ ___. T" T - ED AA YZ !cit '� . ..,,, S U T E R AIVI) S U T E R :` E.�,� L .A N D S C A P E D E S I G N :. : .G�t U �. .. . /Z .QLr•I . . : .: . ... `TRt tM-�-.. ARC' HI' TECTURE C jtf._ - Yc��.S -'...��.. t�/•�--►� .. t..:���C�.�t.�. .�' C"-oC `� , r.1 �1-��� ��..�t/�. -�" � c..r�" `T�""t� 7 �a�t�1t�J ..,. =S�� � it � Pe5A—W ► �is�!�'_�f�P ..�_ . ... _ _ _ .�� off.._ .�S-.- .� �. .T`�'�D P.0, BOX 1709 124 JESSUP AVENUE QUOGUE NEW YORK 71959 _ __ ._.:. _.._.. . . _ -- t � (� 4�` � / �} c am'". •lJ �,�s_,. ,S'. �" ' NI(D ' '(30 `,D 4—t t C... PHONE 631-653-3877 suterandsuter@gmail.com �-- � t �-°�- ` s�Jr075 v U ,- J ' � -- - ,_-,._,.,........... ._...__._•._,.._,.._...._.,.,..._.,..._.,....._._._..___._____ ,_.._....,...,. ..., ( of N i _. t - i , , _ ' Gsa�! _... • neo 7 41 CIO , _..tel S' i e:;:. ;_ 14STc:�c�►�tn ... -cc�._n. �t �_._:_:�.�...._.._._ — _._ _.n__._, ._.... —_— 1 i' 40, I �. vv 41 ZR 17 - a i T14 11 , , !.,_. , ., x.,.-�. �..� x...,w..,.r .r..w..�.�,w ��, �.. s.r�.. ...�.....�-a....� �•t �'! ._...,_ .._.r G..�-�•�'�'....'_�F,�._,.._- •_'_•—�.� "„F4�• (I � �• � .. 1 .. .._ ��� {{ 111 `-�-- • t JTQ vLF—D APC ^� 0M.0 M.Sir r� U A WC H I T E C T U R E L-A Apt D S P.O. BOX 1709 124 TESSUP AVENUE QUOGUE NEW YORK 11959 PHONE 631-653-3877 suterandsuter@gmail-cpm' , C OF ME`s - -...•�••-. _,._._._.... i i� • I { � - _-w_,rr�._.. - r ..r...n._.n.wiwr..,.,.�••_w..na,___._.w-wxrnr..+-rur�rwr...._,..w.-wr•u.r.wr • - i .._._�.._._...-._.._«..wrw ` ._ ......,.r.....•-... ....r _ .....• ...+._._._._.r-.._- w.. �. /'1._.••w_ ..._.. ._...+.r... C� _.. .. r...a..,...-+_,v.w.....r..... .. � w_+.•..n_s.w+w_ws._s+v.ww+.�ri_r...awr.�•nn.r..n w... t ai 5 � ------------ p19 __..._....._.... - .-T---J.1 ::::`::__....._..,..........._ ... ....,. . , _..•._.. . x/1/1 jF :.. ct cr _Cfd 41 `x I ! f k4 ..-.....r,_._ .�.._.. ___..._�.,__, -- - - _�_._...___...__.r_.w.- - -- - - _..•._.____._.. _.._..._..,•__.......,.__.__�.•.____.----__ •-•--'- __-__ _....__._.....__ .. - - c� �... C _ .. . S U T E -Rr AND S U T ' E R ___.._ . __..._...... _.._ ...__.... __.__. .. .._. _...._......._._.... vtEo jf� AR C HITE CTURE LANDSCAPE D E S I G N c, Ro tip,syi�. qD - P.O. BOX 179 124 ESSUP AVENUE UOGUE NEW YORK 11 g s4, . PHONE 631-653-3877 suterandsuter@gmail.com 'S'�• I OTB p� rl SOF NE�f1-1 . . . . . . � � . I . . . � I . � . . '. . I I . : . . I • . + - - - ,- - . . . � --- --, ., - - I I ' f \ I ` i I j�/y' .f'.. .... _____,.- ..._.,.--'^--__._...__,_.--..,-.....-....,-„--_-.-«,,..-.._.»__,_..-..._..._-..-_................._ I vw+�� j r' �� } . . . '; by r '•`',4.;�''"� ._.�...____._..�.._ ' .. .�� u�,, .....- _,.-. .. ... . . .............................. .... .... .. . . ____ _ _- t �\ .. , . f�i _� ... .....- . ..._."�"� .�'�. .`' ... .. r Q k St . . - - __ - _ - _ _ _-_ _ -- -_ -__----_-_____ �:.^1....-C4,' ( � '7��' tC;"�?44' >r-r6 ,fit'�,� � ' �.��- ..... . _..:.t .t - ._ -.._." ". .._ ., . I.,_ _��..- :fi d' �� . �_ . ._. .. -- - ............._......�-. . .... - . . . I. . d i- 'o'� ys h i __ __ _ - __ __ - -._._1( f� . 1. i , . I i i i I ./ - .� .-:.��µ" :.W..tl .:. .t'�... �. j G1 ' t�::.. t.. "-roftJ�/1_..--.... hL:_C,t' 1. ...._ .... t. . . t `'`, , i ' { Ij 1 ( rF �� _ "_ . /� i r 1 i I t { k ; I 1 ; r. r- ..... . �..r . -::t•,,.t E-A.. -(Ci�P�1.�_�?.._ .'J, .�':.�. / ti. k(0q C►_'- ""'.."� . / o c J. �._. '-...._.__ r . . ......................--.........--.-'- . , �, I �,, f __...� G 1_,c•„ �r�-{rte.t� �. ...- . , i� r i . .I I}t, . ....... . . . ' , 11 q ! �/I . t r " -"1 _. __ r7' . r , _ . .�, IY- c' or . 7--'-' _._...._.. - .x,_ .. ..-�x� W.... ..,. L _., 1. .tz �Z--- - -- - ( !kms -_ _ __ - .- �_ !.1r ��,.. / c` t ..� ._....---------- { 1 , -sem _r_�T 4 Ill ,� i i r _.tI . -,. _,. 1 __._. ___. _.._. __.__...._..,... .. . _...__,,,_-•--_----_ -•----•- , - , „ . , . . . .. 1, A __ __ .. .. . .. - •..., ...__-- .____ _ __ __ _ - ....� ._ T.__,,_ �._ .�. .... _ ,___ __. - , µ , .,,�.__- .__ _,_ __-_._............._-._,----•-,.._,..----..,-----_ „ _, ___.-,_ . -- t • , t._ _ _.._� ___ _ _ -_..-._- .- .,. - _--- - C. _FLL _ -. --____ --_----.__ ________ -__..-.,_..__,..,-..-_.,_-"-.-- -__. 1. , - .. .. -- , _. d -- I-._.._ .. .... ti_ i`f . : ? i - I . 1 I 11 (� i i i. _ ' -' • E_-' i / I I ,zI Ile �1 -..--..-. . .... -� I �.s r__. I e / I /611<1' .. ", 2 k � �, / , . i . t!r/ \ ,ti,\ I /�, : _ 14 Glx Y i,- 1_ G!1�. r.._1 l Il i++ .� :rj i _. �. ! ��,!E I 2- 1 =_ �_� �-� . .�__..,._•. _.. f , lid /� `'� �.��.' , _ _, I I P : I (W,g �-. -_ _ , �, �, , =�(�..,a•C� l�}��3.:►`�"-`_-_-_--'-- - ter• �. t------ 1 - __ I ,� \�11-- -\ _/� % L,tM_-f�2 �._, J'Sd'ctt' 1 i . -__- _ _ f�? �' Qcc !_1.�-. ��,, NJ- _ ' 71 r / C I i- w / I I I� I / 'j ` I M ill I . . t , , .1 i t ` �'. f / '�r'f ' �.' 1 _....�w,rm,wM..w....�wew,.._. -...-.r..�.....-.-..,._„w-rw,rr,,... _.-._.--....r,.,......w�..ww...r,»-,.•... , I � � �j; � i '!' ' 1. 11 < .... - I, 9 - i . . _ .`' . . / % f.. �t • 1_ t V� , -Imo,- _ a . i ,, , " P�H- � -, --, - ..-..- - I � - I ---- L-J- I I , -7--, ' i �- - I .11 .I . .. ....- I ,-iWF I I I . .. - . / , .�- - - 1. . - I - � , " Ili - * � - �---------- . - � -.--.!.,in ,- 4 �f =A-I .- . 11 ----�--�-- - - * - -1-----.--...-,aVal4ns Fares,W.itns53>^•'riII..'r.':,t6m.Mw0.w:a xaav . --.----1- .-.. --,-,-..-.--,... - . r , . , ,. _ �. \, i � ,moi` f , r: cit., .,.._.-. ... _._... __.. .�_,_ ( L 22 177F . !,. 1.1 72 7 (k . MP Yom_. �rttS , .. f ! C. f i .. C 2 t i i EL f ,. s r ---- -E i 1. .- .... ... it _. .. . . .r I �t t t f' i' r' 11 I . � . 1 I •'� Fro I I _ /' t : ,,, .._. r r j J _. t . :/ �1 , , , , i -_ - - .. - . I _ . .'---------.-----..,.--- �-4-r):�,, e,11 - - ------- - . - . . __- -- .- - - - ._.. -'----.....-........_..-"--- --.--'-'- --� . �tc� , 1 +?o, _.. . . ... . �.. t 4 : { �` �� I2 -a _ ~--_��_� k , ; G. c�::. Q-�:: Wit.! S`�. - - __'� 1 - f ''_`' .. ... ................. .. _ . ... . .1 : I { ...... , : ► _.,.�. ff:' i f i15Rr a _ :.-.. . . __ - _ .._..- ,- _ ___-__._. -_ .. ._ . .t . c NP . _ - .1. • ,CJ1. _ t i .__-.,-_ t _ t + _. �` -'--- r.,1 t tt '' I I .. C-xr_._ .. ........ Q i �f. j I i _._-... r i?(q _.. _... _ - -- r - -- - - _ . , ' - - t .. -.._._. M _ _ _ - __ �.__'__ -�� �L.t t o � (-j CS A• f -![��E�)- Y4 _' .� - -._(''- - !ST 1. 1 ! j c 2 - -' . c -11-11111", _ ...._ 1 � �� r ___,-_ , , ©� _.. , -----a: M--_-. ---------.__.__.._ .._- . , .. , • , I .. .E .-� .......... ..._.._ ___ 1 : , �.. �w i j i i . I • I I . . . I . [ � I , .. 7 . - , : -,Ii -- -- _ ,2 4 _ STI.."...-* ...- .... ___ . . _..._-._".-_.__-...__..__._..-._.-,_,_.._-.---,_.-,.-__..----_ - ----.- - . ' . �I - .... ___,_--•-- ,__.-._..._..__ _---_---_ _.-----_, .,._-_ .__,--_..___.._------ � I : I I _ !, I r I I �. I . .* , . ,. �a I � ::::Iu-- - � ,----" sr ---- . -; ,-I- � - - -- " I . fll/-.� -;-- v 1. I r IV � � t "' :I I t ,j [F-j�',.��F- 1 �y j I 1, -�� i. I I f 't t.r t I ' ;I '.�; } \ 4l � j- I i i I l r I, I ,� I 7 I , , , I II P A _ I, - - _ - . .: -__.__ _. ...__ - _ - -----r-- -�-� __ __ , r t 1 i ) I i __ _� _ . i I . , _a -'D-Wuier____.-.-. .. _ --. .. .. ... . . -.... .,. _. .• . . ..__ a �M _. Czt I t r ^-...: I T t .T.-_. l �fl- i I i I i , ' tI. _� : - __ - .� A--- �•�-1.v��c/,..-.� 1 '_ �/� - i ��`t 1� Cyr,).i :,, -�,- � r-.�� ��tX-.- ,> �{ - 7� :.*mac .�'"`J '.:: too.` .�,J �,; �I - 7�` S �-�"- i , I 1 � L r`� I Ct_. •. ... ' . -� - - , _ ctc � _._ e f - .11 . ,� . i ... .. - ; I , - c - _ .,-.�. ..., of �� tG C?tca i Pr"E R �____ a k,, i , r -- ,� . _ __.__ ___ _ I __...._- I .1 t�_. _..._ -_..---...-......._.._.., (SY�t �"k A t .. _.ter. :- r�lJ , i t .� llcatlk i _ -fi t.. : I ,. i -,�_,_...... ...... ........_... __..._......_._,_....-_.,.. , i . t , _ f--.---...- ,-_ . �J_�__ ..._,._.... .......... . .,. .__ „-. .. , � r F , ._.._.., ..... ... , . HOLLOW COLUMN,UPLIFT CONNnCTIONS 1. SP Bearing Plate i /r -- I . Anchor Min, Mtn Min Altowahle Seam I - . Allowable \\ i4 Anchor Drill Bit Emhled. Ai,chor End Edge Tension Connection • _ _ , Loads / x(o - �1 �- -- - + 4r Dia Length Dist. Dist Loads Model No. / -- _ ____....._ _(..._-....- --_--1)---t�>... ..._.. ---._ Y_. _ fir.. .. t ~ I _ _ installation 1 j ,'t � . . • : .. _ � r,�� ---� - , . .. Fc=2000 s c U _' __ .�_.__.___ -___ _____. . .---- ---- - - - ---- - 'r2 5/a 41/4 61/4 6% 3'/2 2650 BPt/Z 2345 i � .. _._.. ---_.....�.,._..,.__„ E ' ` . r/ 5/ 4'/4 6% 63/a 13/4 i 920 LTT2OBa 175Q . ' ' � s�''1 H � 1 1 [ I I - I z e _* ti '-'` � j .S . 5 00 ' HTT22a 4000 ' , I . /a !a 5 7 7!Z 4 4Q - Double 2x I f - . sie 1'4 12 i4 7'/2 i3/a 286Q BP5/a 2860 minimum _� - 11 _•�_L `�. Lt.... _ t ( i 3/t ?/B 63/4 83/4 10% 5 6115 BP-1/4 , 4400 for header ..- "' -�'_-::_. "..,.. +; . :. � _ _-t�6sl ... _ ._..._.. ii E , or beam41 ; 3/4 7/e 63/. 83/4 SO'/e 2t/2 4785 •BP3/a 4400'. ..„ --"'-" -- � Ab \ . _ - '/ 1 73/ 93/ 11/ 6 7850 BPS/a 5195 _ _ - --- - �p-� - '•• . �. r,� ` F t + 4f i . E 4 4 5 8 '• ; . , �•• .,.f._ V' (�+ Mao0...... t i ...-__ i j 3 /�-, _ .r_ i + - , . . ?/e 1 15'/2 17% , 115/e 13/4 5450 BP7/s 5195 ,,3" t,. E .-_b V I ��C c�t t t i !t s .... 'I\ ? ! , � J� , k 1. 1 I'/ 9 11 : 13'/2 6 8045 BPI 7100 11 - 1 1'/y 9 I1 13'/2 3%2 6745 BPI 6745 ~` �l• �� ` . ���� f { -. j v 4% :.:.: __ __ I ' Threaded Rod '' t-- ! . 1 _ / _ _ _., fr t.AElowable load:t; tic•,d strength are based on 4.Loads are based on grade A 3D7/SAES018 � _ _-...._ __ _ g ;. 1. � �t y.- "� - - aI Ifactor of safey of lour on the average ultimate threaded rod. / : �� - /t - tC.t r�"���j` �- / 1-` s �• _ f load.They may nor ba increased for toad 5,8P loads are based on Fcl equal to 625 psi. 4wr- _ id `` r - � - ; � i_ t, M -' ,7� Cid Coupler Nut sU� 1. 1.1 - ,---- 4i-- duration. ! Allowable loads for-other species must be _.., 2.Far two pour condition,increase anch;oF length adjusted to code. = --_._ , �I, � ._._,- -� A7inimvm end �, -' s �\r and embedment depth 4". ; _ . 6.See Optional Installation. � , _„• r - �n . 3.Caupler nut la be A-307 or better. 7.For epoxy anchorage,ref ertopage 3. I distance to . - -' . - _._.._»..........- ., (L 1, I .-.. ' ; 1 -..,...-,_ _ ---- O table . .. -- _. . threaded rod € I -� - • I.i . 4 . .. . 1,. . optional installation G / .11 . .1. , . . Use LTT20B with 10-i 6d - - } _ -- - . _ I 11 , common or HTT22 wdh . -- .• .. 32-16d sinkers fastened --, �(I _._- - ---..-_...-_-- .... -- : ..r' .. _ es _ ., D I. , 19 - -'-` -' - /- � - R� to beam or header. ..•.::'••• : i h f }.,� - M _. 1 , _._.. ........... ....._.. _............ ..._.. __._..... - _.-_...-.... . �.. ,G`` ,� (, 0 M. '�'1► S U T E R . AIND 5 U T E R - ),---. O-, �.- 1 .. C.,.....-___�-___ _ ,M`J 11 Q- r ARCHITECTURE - • L•A, N D S C A P E D E S I G N . -- - ..._. -- ---_.._r_ _ -�'`.... �k;,,�,�,i :...,..i tir,>', �,�.- .� / "? - ��CJT E . �I. k"-�?^*s----�G.a►:1�V �� 1`� .�.�,�± t-,- -`�L�.R-. -4, t t1 /}c, �� �Cl (l r � i 7 y2j t t t $rn "',itm 7 �� , i mss; P.O. BOX 1709 1.241ESSUP AVENUE QUOG4, NEW YORK 11.959 `' ' 607 ' PHONE 631-6S3-3877 I suterandsuter@gmail:com I t It �, T�QF P� �"r A �. _ ' - - -- ...._..._..-.. j Y �- � t9-- £tom..•-- . . I . I . . . . . . . . . I . . . I I . � . . . . I I . I , .. , . ! ! _, _1111_. _. __.. __ �4--�^ '`1111 . - - _C _ . . . f t�.1. ;� ,:;', ; . i; _ _...___ __ ----- __________ ._'_ ____....._._.._._.....__,_ _.---------.._.-- -! � - ._Y''. z�3` tE '� �}a "i f� . . V - /, -_- -- ___-- - __---_ -- - ---...-.--.---------_,__............. .. t ,, - . , .. . , . �,.- -. : .^ , a Cry ` �i4 ,, 1'111.y __1.1_1_1...__- ___-._. :�r~�G..:+..r�•�,-""' '� ..:: ..... .� " .. rj , . . !' ^) -- --- ----_ __ _____ _ f, -,fit , C te: '3 1 �:.r��-rtcoa�l nC`• z _ 2 _- __ ._._....__ _ _ ___ _-__,___,-_____._____._.- _.____._ �...�:,. . .� A-PPt�J, --__ -z�---_C . -.._ __.,..J7_.._...,_,. _�.'~, - - - -_. -. . . ., �- �. -; -Q i WA , ` �a ,a - -_ _ - � __-_�_ -.-.__ j1. ._ ' i fs {' � G A =���� 1 zc� - . , ! _. _ - . - ,.. J., . , . . i �, f �^ ��j __..- `� : , 1t� .. - - '.l�-,,r� tic I - .: c r tlG :: �} =T''.: =�'ti :-_. ��:-_..: . , ( I ,:'. - � t� � �X i - i _......_.... ..........__.. ...._..........__. ._ . . . .I...,._ , -1 . j ` _ ____ ._ _ - i .....� - '.. f .» _ _ _..._C- i "�"t til r� �E �t= f es-`, l `� } --- _.. ,...-... ... .. .. . ..._. . , �- -;' �t,.��_ ��t err ' o<' - -ll I � .,. � :�C S:�'C~1111. ..��.,, ' , .. .... _._________ _ ___»__I. _ _ . . , , . C; ._z, . • 4 t t. �. . \ ! ,,_ i�` k.�l .. . - -.1 �:"E ;,' � �,f�-.t{?•.,. `` __ ..._ ..._,....,.,,. ___ _,_1_111.11.11 _ t . .� t ,,. ,,-, - - __1111.. 11 - C � - .�-���,..c�c�`:�1 . �.to..,._.. •1.ST�t_:�`�T�c�r.:l.:� _ �.� 1 .. _.._ .-.-1.111_.-1111 11.1.1.._ 11.11__. ,,t �..�........,..............__-_1111_ -__.___._,._____._ _ _ _ t. .f «.,. .,� / - _...x--::�:. .«-.-`_", _.-_ '-:,-.__._,,.,_,...-__---=._`=:.. 1_111.:::.: - -. 1111_. __ ..W,••+.,,......w.wr..,».. - -..._, `•••/ i !t ' .. _ ._. ._._ _1111 ._ -' .__.._-'-"-... ....1.111..--....- I \l,, ,.r ..r'.. 1 / y ,'\.' r,,.,.,' ` - _ i �^ t ��/R ..__......-_1111.. _ , �+V �y��//� ......__..._.1_1__11. F -_..-• _ .. ._ -_11_11_. _1111_ 1111 1111 �{Cl ,t_._ _. �.. 1`- '� (.41`1.�t� r r ;.. ..,_•• t ,,,�' :• r'- _.. ,,-.. ._.. - . 1111•-'-. ;" „�� `��,1 ,. _. _ S _ r ...' _111.1,' l ,% _ �i 1111 ,`'~�__ ( hh _. _!� .. ,1. M �t"� ,UA'tin �t C'� �. - - 3 _ -,,,_---_...__,---------.1.--..- qefU _ -- - - '- ' rL _ ----�--- - I_t�4 _... _ l.lt_± = 4�t�' .--(. . ---- -- - t , _ -- t -- --_---_.__:._. „ .,.-,,,,,,,,,,,,,.,- , , . - ,_ ._' . ,. - - -. f 11_11_._____. __..___-. _.._...,.__...._.,..,. �:.<�-_. ._._ . - .---._-__111_1.. :11.11___.___.._ 11 . . .. �._ _ _. __ - ___ .. _ _,-...---_1_1.11_.._ _� ¢_. . . .(._� --- ___ , 1111. � t�. �I . 1 f _, -- --.- ------ - ..,,_.___ �.�,�..._. . KIM - _ _r�-_. .....,._. , -r 1111 ,�. . --.-.-. ._. ..� ,__ .._�... ._.. .�...._... ... _. .. _I; __ - i _,-_. _. - . ,_ ,_.-1.111 '- - _ L11 _ . . - -,.R._______._.-- _. ._._ _--.._._ __,.. __--__.__. ,�___,_ .__ 1111-,_,._.�...__.._.. .. ____ . �� � __----'--- --1___111. , ._ .____ _-_-___1.11.1_.-_.._- . ___.,._.__..._�. -__ ---_________1_____1_ _�_�_.__.__.._____�.___.�._..,�.__-__.r_�,��.,.._ _.._ _ _, ., _ ._. __- .. _ _ . <_I - - _ __»_____ / . - _ _ ___-,_____,-.____'1___1__11._ _ -Y -. __. __._ _ . . - -- _..._.. . ___1__1_11 __1111 ti - .... ._.. .......... 1 . r .-._......._...,,-1111..- �.......-....._.,.....-_.-...._,.."...�.�.,.._..._....,-.__"--._._. ,.,..-_,..._.-._...-.........111_1-..__......__...�.,.�-1111 I{ J /�._! ... 11_11_ _. ...__._''. _.:__...e_.. __-_1_111 .1 �� - ._.._.,-� 1111..._._�....,.,.__.._.. ...�) .. ... ... .. ,;,._ .�._1111 ... .. �._...w. ... , yy .J' // ^/ . i _ - .-._..,».-.,,._...."..,.,. -_.._ .... ... .... _ -.., -.. .,. , 1. -- t. �1..-.�i -.EFK STr- _ _ , 1 1111. ��% 11 . 11 �,r' �` ! T , _'t1���._...-_ ._11.11-.. _- ;` � f/� ,/ ! /y G. Ejt(F - t, i ! 'I �S J' Z ! M I UL Io'�` V' f I \, F x X .. 7`� jd _.j 6 4 r ti --(a-t-{6---- --.. _.. _.-_ : I d 1 _ _. _ .. �,; __G___.._-,._- _-.-- ..._..._-_11_11_.____.._ , i�%`/�,., - i:na��. -a ! __ "__ _.._�» _ w- n� _:_ - _ ! 1i �� �' -fit' : I II i �- ; . 1111 -'� - - .__ _ rL , 11;11._.. t- G r,, - _ ��3sLto_ ti� . ___ -, -_ _ - ___1111.__ - ��2� ` _ - .. - '\ ' J.,/ / ,� - t- U 4 . �S.a� 1 {{ ` : _ �a_---`C �. 111 1, 1 a - . 0- I bt�,.pot��l--- - -- - , , I ! I I I l ,,x/ __.. } I 11 f :} k . N / . -T. I - . I I ; t� I/ . - 1 .L ? /! : I 4 ......_,..._._ -..--.,. 11.11 �- I I ./ �. I U. L_ J • f I / .. i / r - 111^1 ' , `,� �' ._..,_.._..._...., i .�_.� _1:111_,_..,,._..,•,......_.,._ .._......_, �.-1111..-,,.-.-1111. _ - / _ .._.•--••ten•.-.....»,.,.•.'••.., I .. _1_____111_..._....___,.._.._._._.. .. .. __1111 _ 1111 _ l 1 / .. ) CI (` ., rr -1111-.-1_1»11 ,,.,.�..--• ..... ' -11_11.._. T , ;, f,-, i 11 ,,, . 111 ... -• ... . f// _ 1111._ .. ..__ _..._ _ . .....-.-.,..1_11_-----............... .,� flJ.// ' 1111..1111 _.._-... _ _ _ f//� ! �✓ L........_........_._........ / Jl - I F Ji •.. i I. �; } c'itt� ( 1 fir' r . ' /' - - ..-._- ._ 4...-_.._1111. 1_111.. `t,�J f i �/"j� t� i ! 1 1 ,_.__ _ I i , __�._ _.1___1___11------_�_.___..__....__._.,-. _11.11__,._1111 ___ _ 11.1_1 _..__ ..�____- f _s _ ___.: _1111 ..._ _. .. _ - / , , - -. . .. ...............__,_ • --- _.__ _1.1.1_1_. . _ H _ ,' 1111 -' _-__._. __.._,..--- . _ . 1111._- . . -.-_ 1111 . :.,».-�.... -- d _ . . .. .......... ,_....... . .. .- 1111._.__ .._ .____ ._� _- . . _ _.__.. - - __.__. .� ,t�..���K�r��.r�,/.w:��....p�a ' - �.,..�»..».-.�.,:.:_:._..� -- - - - \ - - - > , ! ; ; %I !. 1 a ' ? .. r t - - ct : r 2 ' f' i 3 d I ; _ _.v-Y il..�Y` ?. ..\. +l 3 r/` / ll ! f J� i Sf 1, .. Lam..,{ - -t• .1 .. ` r' 1 r? , r t 1 ! , _ .. _ _ - - - ! ! l .. Ifl! . ,�' _ _. _ _ _ __ _ _ ___.�' ;_ ��:_ 1111 . . .� _ _ - �� _ = _c�._..... _. 1111 , 1111 _.. . __ - . , ,: ! I• ,:umw:v .,-++.. ._ - - _- - - .�.v.•a,-,_ ••Gl.._.at..^yr4..v..,,C+0.ai,w - w,r.r+x - - _- _,..nMwo.r+_, .,.._� __ .w..:..-.-.--ti-__J.- _._--..,•..,.+a,:•,.�_..,_.. ..,....... _._-1111_-.»..._.._.._..,. .... i I , - ._..._..__... .. .. .-.. - ..rte_ 1111-.w_. " _ . _.__._.-._ _. 1 _� _..�-_ I _ "._. - __ - --.,...- •- ---• 1.111 --1 - - - `l� � � ,s -- -- �, . _. _1_111_ _ _ ___ . __ .-. __.. _ _ _ . ,.-- I" _1111. - _. _ ,---- ______.. »»_ .. �,, tc -- __ _ -_..-.,..,�....-------- -_.---------'----' , _ . .. .. - _.,_._ _.._,__,_ .- ___--_ - _._,.._......�.._... ' ��_�_�.�. ....__._.._...._,....._._.�... .. � -• -. ____-_. i ._.___1_1_11,- i '� �--•.• JC�"C 1111.. �p ,, 1111. 1 �� - � � `C...' ,a_��= ..� �..c:..9c:.�1�`,•:, r ��j•.- :' �-�l ._..-_._ ._.._..._I_»_... t 4 I y _ »__ q _,�,-»_ j ---- _.___� t Af t' , ,Ca.-:) ,,z5,�r; 9=4 .. . " rte 1: U 's c t- �j . -�,� ;: ►� r I-, - 1111_,-.-1 - 4-�... ,'Al :,G t. _ __ .- - I . . .-'-- I 1., , t 1 , _... ti i ' , -- t>. ct:1 . )\4-r� - �-- .tv.K`�p?r-S I 1 .� _1111._ -- n �. :.� � _ _�. � '` A t, � _.._ -.1 __.._ r I I -R--- _-_,. _ rl� -_._,_ ,_.._ 111.1 _ - __ _.._ . , , . c�'►:I Iffl W� _._._ - __ _ _ -._-_.. � . y a (('' �, _---1111._ _. _ _- ._.. _ .,- . . V, W - 2 4d �tl __._ ___ . . 1 e_1 c� � - - _ . -'' - . Lr .� C� ._ _____ _-- __ ___ _�____ cat ��, 2 2. t . , (2, f ii -. - l..Yt._'� �...-.-N _ 1.111 ..- . . _t.:.Y,- _.. _ iG - �:� - _1111 , .. __1111 .- --_ 1___111..1111_-__..._.._......._.._...-. _. .. ....._.__.... _ _... - -1111. ! .---1111, J , J ' r �•------- f c> t 1 l-• ------- - _ I 2�r I { ;� 4 ii r f _._ _., , _1__1_____11__ - `- _-.- _1111 ! F I � � __.__,..._..._.............._._......_._...._........___-_..__.,._ 1111. . .-. .t ._........«1111. 1 �I .��,,_,_»................._..,,,_.._1:11 L�_...._.._._......._..,.._,,....... ._,...._...,.:.,.._....._,.,,...,..._....,... ). } _ ,., . : ' q. f , • .... ,- . i k y -_-..........__1 -.........____--_._......___ » _ _......_,-_.-_-.-._-.._----.- _____ ___ _. -,._ __� _.. f i ( I ` { - . , I r i '`..Tl.. . 7 .. .. .. i '() i i ST`� 1111 _ ___ k_..---._,__•..____...__._,,.__._..__ _1____111._,__._ _..__ _____-1.111•.___ .-_.__..- __ _ _ _ _ - .> t .._._--'__-..,,.,-.---_--1111._ _ _ _ __ _» ��._..»»,_.__ �»_ ___ _ _,__.-._,.,.._._... ---- r - _ . 7 .t i _ -_ . - _ _ ___._ -1111, . .. -_ ---- _ _--_.� ,� _ __ _ __�_ _ ___ 11; , a __ 1.1_:1____1.____ .. ..-1---1-!1---------. . , -_ ___� ! _ _ _ __. _ _---., ___._-__,-I----------`----- __ - - - _ r L _ __ _:_,._._ 1111. _-.,____, w i I , ! \' r d 1. i rr i' 'I i r { IL i i i '� , r E S YL 3 / 1 ; + i ', ; 1 F t i i ,. .' i I ,. _ 1111 .. t 1111..___-_ __....�> - -- .�»__�^__ _ _ /" _. _ , _-._. -ems (del_ ':_1.111._._. _ __ - � T� .` "C�.t .�C'<a--.3)m e-cz�z-, .A:1----zQW.6...--_„ , I �� i^ _ r .. I w 1111_. S � t .. 1 , , y .•== t I :-1- _. ___ x ij ; y h ..r' �^,_, V ^ 1t3 til `'. 1_ _ _�R .� i- - . fi t tit:..,OJ �f�'c'" V _._. _ _ ___ _ __1.111.. I,, J �I� ' ( �, __ -'____-__- ;4c'�� __..,���1 `.�� C 1111. _ � __,_ _._ 1111..- ... ._ _ _ _ --w-•-.-._.......-W.. .. ..a 1 + hs i. . ,. tt A. I I .1. _"'" 111_1.-.. ...__---_-..».�._._ _ .. 1111_, ,. �1 , , n ._-- L ..- ..__....._.-11_11.. _.._ _�___ --1111• U ' .,_..._�..__.._._ _... .- _ _ y i i ,�_ _.._ .. .. ........ _. _ T'"-^�:r� _ :r'^-Sly,.;t,, +w..f`^t - - , _.. .: .--- 11.11_ - ' I ' 1__1_11.._-.w.,. ....... - __ _ . .t - /', IS ! i ._ - 1111, _-I 111_,Ill,1._._. _... i I I � - . ........... ..............1111-, 1111 . i 1 . r } I ' ___ i " ' n kf'`,, , ( il,lr:/ �;vl rn�ictyJ - . t ass 1 r� ! j : r _ 1 t � T __.1 , t_ t__ ... ' �, I --...l :.tk,._CJ...._:. +�1 _-,tet e _ ":: :_ . .. .. _ __._,,..-. -11---- �......_ --_..._ 1111.. -1.11_1.. -' -_ _ _ ? -#-'� t "t�,t� .. :,��. Y -_; pit '(/.1 >�1..._.�r , �"`-( : :. ., � `� ' '' _ ____- _ ___ ,____.._._....._. _ ___.. _.__ ____..-_________1111-w___......._.._...._.. - . I ( I _ 1111 , f ; _. _.-_ _......�._,. ,.. . ..._... . . . , ...,,.. _1111 - _111__1.-._. . .... .. ... .. .11._.11,- i • - , ..... ...... _._.......... .,.._ _ I _ --..., .. _. . .. ,_. . . ...... ... . .....".. - ,. _ _. 11 1 1 . ..„-,_.......-..._............. - j - , _1111_.. ._111.11.. _. , I /t � . � . . . . HOLLOW COLUMN UPLIFT CONNECTIONS I . ....... , BP Bearing Plate !: -,+ , ET22 I ^I� t _. ».._.M - Anchor Min Min Min Allowable Seam ' - �t��� 1 "1. - ' � _ _ - F / t 1.. _ Anchor MIn Altowabie , '' F t` t, _ __i 'r!ttJ _ - - -- Drilf Bit Anchor , End Edge Tension Connection l �./ t,^ / -- DIa Embed. Leads ( (fit t ..� - ... !L(E_ --"'l,�C�.�` t �{_ -' _E--�1 _�/ tl�. Dia length Dist. Dist. Loads Modes Ha . P -„- --� - - -� � » ----.------ I.,staltation 1 (-,1C -- - }} I . I it , Fc=2000 ps I {' - - -1111 �� 2650 BPr/ 2345 - ! _- ____� ___�__ .-____ _ __ +Jz s/e 4 r/4 6t/4 6aJg 3i/z z I , , 1. ... _ 1/2 5/g 4S/q 61/a 63/g 1a/a 192b LTT2aBe 1750 �.�i, `lI ��fi !1 � j S �_I . Double 2x 4( _ I/ , w� 5/g 3% s 7 71/2 a 4044 •HTT22g Q000 . 5/g ?!a 12 14 •71/2 1a/a 2864 BP5/s 2esa minimum _..,._._. ...________.,___.., __.__,L__ .. '_ �'1.., .,�.' .t:3:...�,/� . - �t�. t1 , . - .. . . -- _ 3jd 7/g 63/n 83/i 14'/g 5. 6115 BPa/q aQ44 f\jX��. .... _._._ V , 1__11_1___ for header (-,.fes !` k' or beam i ' - - 3/, 7 63/d 83/4 10% 21/2 4785 "BP'/4 4400 \."" (� "` �. �' ,.. .. I -1 " • f t s t // t _.s'. s f .. r ,v ' r -.- ... i t ! 1111 _ ,jir//Gj , i( , 1 11 �! a s 6 7850 BPS/ 5195 t; `• d _ _ _ __.-_- �.=- ii i I i'1 i! TFi r i 1 73/4 9/q 11/g s ,, ! ���f'� ` fir- �/ 1 151/ 17t/z 11s/g 13/0 5450 BPS/g 5195 .S nl n �. �!~ 4C t�r ''� F` (4 € l i! !; �� `1 b I 1 i t � _..._..............- _ __ 1 1'/8 9 11 131/2 6 B445 BPI 7100 st?l�a.;' �_-_'- -.-- . it ' 31/ 6745 BPI 6745 Y` G pl- I��r w'• _ i .^_'T 4:_, k.:..._......- .. �Y i �' _1 _ ff/C 1 1 Je 9 131a z �.., 1? 4 1 .. .-._... 4. `1 �#r L-1; i ,...,,-- 'L. , ;. - CT11 .(-.�� Threaded Rod ,• t - p ti l rt _1111.- �_ 1.Allowabte loads rc•tir. d strength are based on 4.Loads are based an grads A 307/SAE10t8 t, r" _ ""'°' - - _" -"- - .: lz� 3 � <_ a factor of sale y at tour on the average ultimate threaded rod. '--;� �-� „�"- 0-l" ,- t �� � I,_ -_ ! f --' -- ,ate r 5.8P loads are based an Fcl equal to 625 psi. -� ,r C ''" •�" - r" f T �-�" �`�` -` "' ' , load.They may not be increased for load " CN Coupler Nut S D , ,I, ! "..... .. t - s C i k i I �, �, duration. Allowable loads for other species must be ; - . J 2.For two pour condition,increase anchor length adjusted to code. i . . _.,_...,.. ... ...,.. ( . .., _1111 . i4 , t(�} 'and embedment depth 4" , G.See Optional Installation. Minimum end , ! - `,J , -, 3.Coupler nut to be A-347 or better. 7.For epoxy anchorage,refer to pogo 3. distance to1.I'll 1. ----.--- ( " '�' - - threaded rod I 1 . i • a e b! . 1111.._.._.._..._.. 1 .. . . . . _ 'see t 11_11. , e t r> F , �- Optional Installation �• _ !^ Y r;- .._ .; ra : .. ;, . .. � - Use LTT20B with 14-16d "' - .: . � I `' :v.. `� -� ' L _ - . �,,� common or NTT22 with -' . _ _ _.-1111.._ 1111 . .- .. ._. .•,• .-.. .._1111. - __111_1_..». 32-16d sinkers faste,led ------ -z9..-? t -1111:: :.•-• . . 1111, . . ��-_ � til �:::_ _. ��' . � . 1111. . ��7!'c '�. , - 1111: : _ ,. 1 s _�._..__ _1111 ,� , .� cr . r''! t� _... ...._.. _ _ 1111.__ to beam or header. =)'� �• �(� 4 � c , r . :.._,,.-_V4---....--_......-11 1.111.1.1. -----' .. ..._.._...-.. ---- 111.1, . �i, , 1111 n a � F � T T E R AI�n 5 �J �' E R _1__111..-..._ _........_-__1111 _ -- - _ _ ._ ., ... 11.11._. _ _. �� _ roc ,,� ,�� 1111 //�� ,� ` -- -' `.�. _......_.�_. _��' .� _ ._ _ _ ____..'� __'�_' __ ,. -_ -..1�-'_...._..................__-..,. `1 �� R _.,_ ( .ij j , . . . . ARCHITECTURE LANDSCAPE DlESIGN --- - _ , w .:�G :w � /- �2 U I--,----¢ c.� t.� r - ,:_ . .. , 6 �_ .-_2--,-_ _�!�'__-'- I/ ' - i , ,,, / ; P.O. BOX 1709 124 -TESSUP AVENUE _ QUOGUE, NEW YORK 11959 • A,(, ,1� ' PHONE 631-653-3877 suterandsuter@ ai1:COm I . P - T iso y I b - , - *- - �--t '" t - C= pl: , � lam,•• . ` ';4��" noNt tE �� � _.:_ ..--' i -,.__._.,__..�:�_ - ...� -.. ..._�'"Q f S`T`S.. � ����`�•�'�`� �., , 4�a --- �C.�T'trS� �..�.{�-_- --- -- _ - __ . ., ��C-�[ �.�""t...{....-.�1�:��.=-�=�-�za�s --=- . -_____-___ __ ,__..- . •fes J�,S':.:�.,.. �� • . . :,�;.,\,, t��t,�' ' � ... ��' '!�./L....CSS�.__:'��'�a,;:�,,, __ , LAM I Il •,~1 ` 4 ,..._...-.-. ..... r _f r� i t { V t I + t s _ r . 3Q i f fill IL NO E f - t . .. __._...-.._---. _ __-_..-•---___.... I� i t 4 rf f , • 1 N . , - . ..R-11....,,..` .-�� -._..� '••' l.. •K,t 4+'�I .. ••_" .. ....._.... �... .. ...... _..• i fi � �.-+,._S'%.r..... ."`tY'+ �'tj � � � . 33 - - , S- U T E R AND - S U - T E - R ARCHITECTURE LA N D S C AP E D E S I GN P.O. BOX 1 09 124 lESSUP AVENUE QUOGUE, NEW YORK 11959.' s ; s � p`• PHONE 631-653-3877 - 'suterandsuter@gmail.com �r�Or F o7hly - _._. STAGGER FASTENERS . { N IN 2 ROWS 6.6"MIN,FOR 2 X 8• "DISTANCE SHALT.BE PERI 6"M 6.5"MIN.FOR 2 X 10 BE REDUCED TO 4,5"IF LA 7.6"MIN.FOR 2 X 12' ARE USED OR BOLT SPACI REDUCED TO THAT OF LAC TO ATTACH 2 X B LEDGERS 2°MIN. LAG SCREW OR BOLT 314"MIN, BAND JOISTS• LEDGER For S1: I inch=25.4 mm, FIGURE R507.2.1(1) t PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS SHEATHING SIDING �_ -wt°Glrii� NOTE: IDIN ' THlS DETAIL`IS APPLICABLE • WHERE FLOOR JOISTS ARE FLASHING FOR PARALLEL TO DECK JOISTS. WATER TIGHTNESS ___ .._._..- - " -._....-......._.. .. ._..__. DECK ING v _ ....--.... _._.._..... _. t It..... _:,_,. ....,. ._. � � �" i !; -'",._:-`'�-•- � D JOIST HANGERS r -'--- -- -.... c� r _................_,._._........... 2 MIN. APPROVED _ __.... IN ACCORDANCE WITHTABLE . �.. '+ 2x LEDORDA ITH FATENERS R507 2 ,� =--- l' .L__ _.._..,,___.,___...,_._.....,... •.-_.-.........._......_.__..__.__ _.__._____-._._.__ __.._._._.._._. ` �' �_ __ - - FLOOR JOIST AT LOCATIONS, LYDISTRIBUTED _ HOLD-DOWN DEVICE MIN 750 LB.CAPACI — In ..... . __._..._. S '� - . ...1`:. 4L S E �- -� - � VEN --- -^� ALONG DECKANb ONE WITHIN 24"OF EACI - t , . - t R c� -- .. 3J END aFT E HOLD-DOWN DEVICE .... .._._ ...__...__.._.._...__,........__...__._,..._.._..._.----..........._._____....__..,__.._..__._._-:_...___._....._.. •,,1 ! -- �. i� � � ; ........__,---•-__-____.___._..._._.___..._..... . . -���-- _ __. ___._...... IST PER ...-. � _..____._._ -� �..... .N �.`,,.;,..• FULLY ENGAGE DECK ± _ :r - � _ .fir ,k �; '�----•-..._,� �,_. HOLD-DOWN MANUFACTURER s%"DIAMETER LAG _________.- } � -•.�; � `Y �. ,! .-..�.,....,. __._._...... � SCREW PREDRILLED W/MIN.3"PENETRATE U TO CENTER OF TOP PLATE,STUDS,OR HEA r i ,� .•. �rv` ' t i I ` s-r-.� 1p t f _. �/fir+:=�SC::-_ ILL 77, ' 45 A- �( : j - - � I:1{ .., � ': •�i ___________ , __....__W��� SIT` r 1 I - 1,�'" [yam, .......... ...... ,_-._------_____...._.______.... , , I �..•c�/ Tr L� U , ` I ~t o _t, J V -M �a .Pei= ':.�,r~.������___._-•••... � � _ .. _. jj ED cl S U T E R "D S U vT E R /r Q` 3 ; �kA ' • ARCHI .T C T U R E I, A .ND .SCAPE DESIGN , . �• Vis'' __. ._ _ .._. 1. "==�..C�� _... , �.9T , 1607`' - P.O. BOX 17 9 I.24 TESSUP AVENUE ROGUE° NEW YORK 11959 •, PHONE 631-653-3877 suterandsuter@gmail.com ' FOF' '� _ . ....... r s ' i i f. • 1 it � � � �, t � � �� � .� � • _-�« --_ — __ _.�_ a __,. _ F� - G► 1 - i Ll I ' lga„ } LL- 0� ji 1 t _ S ..r _ 1 �} �I , _ i - ! 1. � � � _cam�- _.F•-•�. S_P_�-t �' ...��+�f�t: �': ��` l� - .�E T7 _ :� - ''L. GA- en ..4%�-- ti �D �s �!A Rt --- --. .� !l`�— �.1-�. tlt1� t.� ltlUi-.V�1l-�l'I ". 1. "�i .�/�... �.�1�.1 .. `�� . . . ............ ..... . :..._..._:___� �c'`� �'�` S T E. R ANID S V T E ' _...__.... ...... .._._ a t'tl- ... #� .. G1 tic ” . :av�t :.' Tb� ' .w-- _ - t: -,.�_ t: :►�,.... -._�. � -� �• `� �.� �• ,, �t�ft�.-���ct� �"I� �:��=-•w e�cam' __ . �J �' �w - ARCHITECTURE L A 1`3 D S C A P E DESIGN ....�. .... . ��°;���•.�. � �"."�'c�C� .1,//'L-?/��4"'I"�� ''-.. .... . . , . .. .... . . . . ... .. . .. ._ . . ;,� � - �-__�f. ___._•- 'C� ' �• � Wil` .,,..._..-. t� �-Sl 'TCl-t ...�c...�• "5 .. .. .. . .... . ... . .. ... - --- _.._ . ............. . . .. .. ,... . . . . . . . . . .... ...- . ... ..... ................ _... .. - - - - �:►,.:: Cry 611 � H'-P I a. S �'� •k p, P O BOX 1 T09P O BOX 124�SSUP AVENEJE�UOGUE, NEW YORK 11959AVENUE QUOG[JE, NEW YORK 11959 , "`.. _ ._-......._...._........__...__......_... .. _ ' �4 r .fly K . c ' ' - : , 1.Gla, -T"� .�`(. �-�.�::R.: ...:.:_._:_.:.-.: : ....... ... :......:.. _.. .. . .. _... ,� _ ... L u1 _... 9j. rso7� p ; PHONE 63I-653-3877 suterandsuter@gmail.com !. : ' ''.. �.._ _. .. ta`f'..:.-'pct -.....- ... ....1`� lJ... . .C3►.111�a ........... _..:..._._...__._..,.. __......:__., ._._,.._.............. _._.._..-,........_... .._..... ...... c �1 iJl . _.__....._...__., _ .. , _.............. ......._.. ...... ._._ .. .-.. ...,_.. .... ..... ..____ _ -r- • , _........... C. _.__ _.�. _ w� i r E i _ _ �a v Ll , F-T _ e ,p • i VIA S �J T E R AND ARCHITECTURE LAN DSCAPE DESIGN � q l +T4z. P.O. BOX 1709 124 IESSUP AVENUE UOGUI;, NEW YORK 11959 ,, Li PHONE 631-653-3877 suterandsuter@gmazl.cam ,s ? Al- i . . ., ...1.,. ..._..-_ , , ,_....,_. ... ...__.1........... ...... ..-_.. ......-•----._ _..........__....._____....____ ,... .. .. ....1'..•. .. .. 1,. •,-;-,. _ _ - i• .. 1; _ _ _ y�_ ` •'F..x -'��'r��r,�1,,, - ` r �;,» �', ' -tT- .' .• .��I ' - , I. . , ! �I , -.c^ - ,yc� „ sr3. '�.'r� 3 FSX'Y-FY 1 , .; , . I - '"� ? 'tJ :mow .. , OYES SECTION w , * } A4 " CONST UCTiON N TYPE L WALL w: o N {j . ' • 1) ALL FOOTINGS TO REST ON VIRGIN SOIL.&BEA MIN.3'-0'BELOW FINISHED GRADE. '�,• )w..t� �-{ S L '��T�.4 �•S '+U • ' NSTRUCTLON TO CONFORM TO ALL STATE&TOWN BUILt31NG COOE5 INCLUDING 200 - M �'" Tabfo 3.6 Rldgo Connecttan Requiromonts Tar E'iflnd ���®��Q°� i• 2) ALL CO ; � ;Tta ifi.�,{�' ''c •, Pablo 3 IPrescrl tivo floe! n ILlrnitatlons s �: j? g (Dead Load Assumptions:Roof Assembly lx 10 psf) I 3) ALL CONCRETE TO BE MiN..3,000 P.S.1.28 DAY STRENGTH. Gl°�2laL ' 3't L� 7-'I J f- f J . ! - -- TOf OF RQ(jF Wrnro:3E VENT OR ROOF f`. Reference Toa yr.Wind Speed ' S G LUMBER TO BE DOUG.FIR2 UNLESS NOTED OTHERWISE. :t I Attribute Eimhation Sactlon Figures 3 second gust(mph} 310 1x5 12a 130 140 iso 160 170 160 195 ' 4) ALL FRAMIN !• TO CODS oo p tc nn o " - _\ 1a ,:,?.•'a:'BUILDINGDTMENS10N5': * R t I h Ro`Span RequtredCApeutyofntdgeCo ectin(plf)''a's i • -5) BRIDGING MAX.8'-0'ON CENTER. O ® C� 8utid � DOUBLE FLOOR:iOISTS UNDER PARALLEL PARTITIONS AND BATHROOMS. ` g Mean Roof Hei`ht 33 2.1.3.1 ]2 77 91 los 136 ]69 los 2A3 284 327 397 f in i SPANS OVER 4'-0'.MiN.HDR SIZE C1)2X10 UNLESS . . MRH 1.2 DOUBLE JACK STUDS UNDER HEADER OIF ALL 1•ED SIDE. i Number of Stories 3 1.1.3.1' 36 103 121 141 182 276 274 32s 379 436 529 1 G� (2l 8ulldln Len hand Width 80' 1.1.3.1b - ":20':', ;"12b ' •.152'' '.'178,'.` ;227'.`: : 292 „• '! 342.' :;t 406 ,: ':'473 545 :'., :6G1'`;,, • NOTED: GYP.IaD. OORSYSTEMS• , 3:12 24' 354-' 182` 211, 277' 339 ', . '487. , .. ,.'b54. 793'. BID r . R EXPOSURE. /' .FL r . SALT WATE i •'is'' a ,, t •Ixnoe� LVANIZED NEAR 180 212 746' 31 95,` 479' 568:•` •6fi3: 763: :'925 • 8 All FRAMING NAILS TO BE GA j ) ) R DE QIMENSIONS,DIMENSIONS OVERRIDE SCALING. . • 9) RELATIONSHIPS OVER i Lumbar Dist S an - ,. 26 3.1.3.2' 32 206 2A3 281 363 452 547 649 756 873 ` 1057 ''.' 'y: . I 10) ALL BUILD UP GIRDERS TO BE GLUED&NAILEQ•'ALL LUMSER TO BE CONTINUOUS LENGTHS. ? p g " �'�-'t �`' t ! 11) ALL BUILT UP FLITCH BEAMS TO HAVE'�4'DiA BOLTS 16'ON CENTER ON BOTTOM&24'ON CENTER mists olst s acln z4' o.c, 3.1.3.7' 36 231 273 316 409 508 616 730 952 982 1190 *••° >a oo s 7(37(1!4'STEEL BEARING PLATE AT EACH END. t i i6 97 1D2 318 150 186 224 265 308 354 428 !S::;S' ' saa*"a f r, t Cantilevers-Su ortin Ioadbearin walls! d lz 65 77 88 113 139 168 199 231 266 321 •1'' tsaaatatl f i:. t ON TOP ALL TO BE r FROM EDGE.MIN..3 B, i , - •L I 3.1.3.2d 2.id '.20' .'lo9 a.+sir. •wasrt 1I8 :147': I, • .`232 . •';°280' ^"331'„ .'985: IED GARAGES TO BE FINISHED WITH 50 FIRE PROOF G.W i setbacks oadbear n watts d i URNACE AND ATTACH _ Floor Vertical Floor Offset d, 3.1.3.2¢ 2a1 4:12 ,i4 aa3._:, 536-.. ° 1 � 12) UTILITY AREA F s 131 153 x76: 226 Z79 336 ' 397.`;= '',A63',-• ''532;.; :'643- "-�•._.L/'� { ° ?s tF DJaphragm Floor Dla hra m As ect Ratio Tables 3.168 and 3,16C 3.1.3.2( - j ?zs': 153 �i79�: •`:;TDs'..• .263 . :''325' ' :?392.; ;,464`:;:''S4t_: ':'620 x''•750:,': ,t + i TO CODE,, J D B I M . . 13) FIREPLACE TO BE SUPPLIED Wt1 H FRESIH AIR VENT'AND GLASS DOORS PER 2003 ENERGY oor p & p n g esser o r u 3.1 3 g z ik - t • 1 t . Z t--" 32 174 304 z3s °01 372"' 448 s3o. 617 709 857 j II - i CONSERVATION CODES ANQ FIRE PROOF•HEARTH TO BE INSTALLED PER CODE. (FRAME FLOOR I FASC!A FI !a hra m O e In s E f 12'o SO%of ilding 2 q I JOISTS PER CODE AT HEARTH WiTH RECiUIRED SETSACK). FIREPLACE FOOTING TO BE 1Y THICK Dlmenslan 36 51 Tao 26a 3 s 419 504 1596 692 797 963 . A ' i D FIREPiACE POUR. WELDED WIRE MESH 2a FROM BOTTOM TO BE IN THE EOFM Wr_ON'T.V�TiNG � ;:r, : wALL SYSTEMS', ]z Sz so fig e8 109 132 256 242 209 353 1 . 16 68 BO 92 118 lA6 176 208 242 279 337 t AND EXTEND i3'BEYON t Wati$tads ' Loadbearing WaH Height 10' 3.1.3.3' - ;zti: .'85.:'• ;'100., ,I'125:;' '' IaT: x,187 ' `;2iti`" `';260'-: '.;;,303 :''34a' ': '421: ,' L=OOTING. �t 1' r Non-Loadbearin Wall Hel ht 20' 3.1.3.3a - 5:12 ."2a:,." ia2:,.: :,.129' ' ,'138',, `'x77'.' „219''- ,:;264; '312:, ".364• ','4x8:. sae .: + • 14) DENOTES 4X4 POST 0)N 4"X87(16'CONCRETE BLOCK 3• r Wail Stud 5 'ring 24"D,c. 3.1.3.3b ' '2a ; -. 9'' . 139 .'161 ,206.;, ':•.255 i,' .!;:308': ;:364,', 'A24.' `:488 '..,•.590 '- y ! BELOW GRADE. ALL DECK FRAS~i1NG TO BE.4 C.CA PRESSURE TREATED LUMBER. I: f "; Shear Walls s 4` 2.11,3.1a 32 136 159 184 236 292 352 416' 495 557 674 Y' t s 15) I o.., pENOTEg 3r ''DIA.LOLLY C(Dl.UL41N ON 247C24t'X1Y THICK POURED CONCRETE StDtI�G `„,/- Shear Wali Line D{(set 3.1.3.3c ,�, - r' i ' - 36 353 179 207 26S 328 396 468 545 627 756 :r-"' i t I Shear Wali Sto Offset No o,fset unless er Exre tion 3.1.3.36 lz 4a ss s3 91 99 119 xai lea las zz7 . > . ltdafPf `',4-�j _ (_... _ FOOTING, LAU.Y COt.UMN TSO BE FlLL.ED WITH POURED CONCRETE. TYr�.-K-INST�.I3E�I�.EtIfV1NJ�O`� .• DENOTES 87(16"CONCRETE PIERS ON 167(247X12'POURED CONCRETE - r P R Table D 3.1.3.3¢ 3 7a as • r y^`"' • 1� :.1.. - �,���CR�DE� ^+� �Lr /����;� � Shear Wal!Segment Aspect atln 3.17 26 6 io9 233 159 188 21g 250 302 ' � �. ,� :1`��1'•: • ! f�� r �'� �+��. �T �bi/td=i'1 'I' ^RQOFSYSTEMS' i TO "79 92 106' :135''' ]66- x99' 235 273 313' ,378' „ , -.t FOOTING. ^-'�-� G °` r�c�1 6:12 4 _ }� _ ice, H'• f,+: 54 t� . i 1 DEMENT SLAB TO BE 4'POURED CONCRETE. " "- TIS 28 ` Six•' :129 Y '148 188 ' 299'. ;`279 329 382 438 '529 • • to 19+4� •• t �, { -'2 �.1e 6Kt 1. r I , I� Lumber Rafters an(Horizontal Pro ection 26' 3.1,3.Qa .t' - t�I•!d !!'• ��, -'t� /� 18 CRAWL SPACE SLAB TO BE Z'POURED CONCRETE. tf"t3YP.1$I3. ! - s: Rafters Rafter Spacing 24"a.[, 3.1.3.4b 32 227 148 169 2x5 765 319 37G 436 501 605 •ilk ••� b4 •Ar t�. ti , ,4 f GE SLAB (LNG ON T t: ( 1A) GABA TO BE 4'POURED CONCFIETE WITH 6'X67X61B STEEL MESH REINI=OR Eave ovarhan ECngth' Lesser of 2'or rafter span/3 3,2.3.4c 2.1f 36 143 166' 190 242 29a 358 •423 491 564 680 t t;�0••' , , ••2r Il : }�hL'. 'r ' 12 49 SS 62 76 94 112 232 153 175 731 ! ' •*. 0 fid° - • • i „ .- TO DOOR MLN 3/s'PER 1'Q' Rake overhan Lan h' Lesser of 2'or purlin s an/2 3.1.3.4c 2.1g 26 65 73 82 102 125 149 176 204 233 281 I-f 7 }�'iq ••• "" -_ r COMPACTED'SAND&GRA%#El_ PITCH SLAB . . . 20) FURNACE AREA TO HAVE FRESH AIR VENT AND FIRE PROOF FLOOR TO CODE- _ � Roof Slope Flat-12:12 3.1.3.4d 20:.':` :e!': . ao3''� '.;iz7 ';156; .. 220' 2x2 ' ."'291-;. ' ;951 ,p tatAtntresA ts�elttiaeaasBaala/. 21 INSTALL FIRE STOP BLOCKiNG MI ALL'1•{�BEARING WALLS• Roof Roof Diaphragm Aspect Ratio', Tables 3.16A and 3.160 3.1.3.4¢ - 7:12.17:12 24,. t f�s *bIM�"'B'I�1t•*t a� -Or ON CENTER WITH 1 HOUR RATING USE 578" r. 98`,'. .'a]0''. ,,123'':,' ':'153;. .:?187. 224. 263,: 30S ' 350':. AZ3 g,1�49ta�MMt9ife0r BttRfMrgltRO 11 � "22) FtRESTOP PREFAB.FLUE SHAFT TO CODE. MAX.(T , , Diaphragms zs , Y74<<. 119 : '144 ; :178::' '..278:'' ;262.. 307:'!-:;