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HomeMy WebLinkAbout38983-ZEy�jtFQ(A'µ} Town of Southold 3/25/2015 P.O. Box 1179 53095 Main Rd _ Southold, New York 11971 ': -' * 1L"" No: CERTIFICATE OF OCCUPANCY 37481 Date: THIS CERTIFIES that the building ACCESSORY Location of Property: 1305 Bayview Ave, Mattituck, SCTM #: 473889 Sec/Block/Lot: 106.-6-20.4 3/25/2015 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/16/2014 pursuant to which Building Permit No. 38983 dated 6/23/2014 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, shed as applied for. The certificate is issued to of the aforesaid building. Goehringer, Gerard & Goehringer, Barbara (OWNER) SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Auth ed Signat e X TOWN OF SOUTHOLD y3 BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY 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 #: 38983 Date: 6/23/2014 Permission is hereby granted to: Goehringer, Gerard & Goehringer, Barbara PO BOX 812 Mattituck. NY 11952 To: Construction of an accessory shed as applied for. At premises located at: 1305 Bayview Ave, Mattituck SCTM # 473889 Sec/Block/Lot # 106.-6-20.4 Pursuant to application dated To expire on 12/23/2015. Fees: 6/16/2014 and approved by the Building Inspector. ACCESSORY $220.00 CO - ACCESSORY BUILDING $50.00 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, 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 Date. New Construction: P40 6 Old or Pre-existing Building: (check one) 01 Location of Property: 13el/ / House No. Street Hamlet Owner or Owners of Property: ce J Suffolk County Tax M p No 1000, Section %QG Block U Lot ZFJ, 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: $ Applicant Signature I TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] IN CATION [ ] FRAMING/ STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION Ok REMARKS: �✓ [ ] CAULKING �• DATE v INSPECTOR it ' ., ' . ' FIELD INSP$ ['SON MC FOUNDATION (1ST) - ........... .......... FOUNDATION (2ND) ROUGH FRANMQ & PLUMING INSUL• ATION PES. N. Y. STATE ENERGY CODE FINAL , TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL BUILDING PERMIT APPLICATION CHECKLIST SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 a SoutholdTown.NorthFork.net PERMIT NO. 319 8 Jf� Examined '20 Approved I�re!eaentWNn_ Ea 20 Do you have or need the following, before applying? Board of Health 4 sets of Building Plans_ Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Single & Separate Storm -Water Assessment Form Contact: Mail to: 111011\Vt. 11V110 201/1(V� 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 shal I 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 cod mit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Maili addres of ppli ) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or`h►uilder Name of owner of premises /)-d&eTXe,4 (��/� s 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. 0L'a"VW Plumbers License No. Vod* Electricians License No. 4/0//)z - Other Trade's License No. Location of land on which proposed work will be done: House Number treet Hamlet County Tax Map No. 1000 Section _Block Lot21e I f� Subdivision el Filed Map No. 1,9/ Lot _ Z, 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 se ey yy -� d" ell4Gr/i 3. Nature of work Theck which applicable): New Building Addition_ Repair Removal Demolition Other Work` 4. Estimated Cost_ 9,?o Fee T— (To be paid on filing this application) 5. If dwelling, number of dwelling units Num er of dwelling units on each floor If garage, number of cars 0 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 'D' 30'x/ G44 1F �-1� Alteration A 5;e o%�/O (Description) �5hV 7. Dimensions of existing structures, if any: Front /a/ Rear jl Depth 30 Height Number of Stories / Dimensions of same structure with alterations or additions: Front /0 Rear /v Depth 3 © Height fD' Number of Stories % 8. Dimensions of entire new construction: Front� O `' f Rear�` Depth r � Height to Number of Stories / (S ,vl� Ca.�`� S/ t 0j,' 1 9. Size of lot: Front 3 �%. O Z ` Rear_ /3// % ' Depth ��_ 10. Date of Purchase / 7 7 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 A' 13. Will lot be re -graded? YES NOK-Will excess fill be removed from premises? YES NO� 14. Names of Owner of premises &`W- dry u Address 00 Phone No. 2Z�/7( Name of Architect � . G Addres �=Phone No 7GS---66 -1r3 Name of Contractor �j �/ SrG Address v 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 13. REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 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 Whe is the applicant (Name of individual signing contract) above named, CONNIE D. BUNCH (S)He is the Notary Public, State of New York No. 01 BU6185050 (Contractor, Agent, Corporate Officer, etc.) Qualified in Suffolk County Commission Expires April 14,2-01(.0 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. orn to before me this day of /1�,1�_ 20 ei��� r�� -f / ✓i0 Notary Public Scott A. Russell ,�a°SU STOWWWAX]EIK SUPERVISOR ( r EN �� Z I�WA\1�A\G]EI� I SOUTHOLD TOWN HALL - P. O. Box 11791 53095 Main Road- SOUTHOLD, NEWYORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) ❑ �j A. Clearing, grubbing, grading or -stripping of land which affects more than 5,000 square feet of ground surface. El [21 B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. E] [ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ ® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ RI E. Site preparation within the one -hundred -year floodplain as depicted r on FIRM Map of any watercourse. E] El 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. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (ProRerty Owner, Design Professional, Agent, Contractor, Other) NAME: Contact Information t, .? — ' Property Address / Location of Construction Work: PA of 4v FORM 0 SMCP - TOS MAY 2014 S.C.T.M. #: 1000 Date. District ection Block Lot FOR BUILDING DEPARTNE T USE ONLY Reviewed By: 1 Date: O�Appredovfor processing Building Permit. Stormwater Management Control Plan Not Required. F]Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) r t r -, TOW OF SOUTHOLD PROPERTY CORD CARD OWNER STREET VILLAGE DIST. SUB. LOT�- lP�n�1�t AYId �h'/vTi,i:l -� a l�hc ICn'W`S r `3 f'+c FORMER OWNER N E ACR. .�+ �'•` J S A W TYPE OF BUILDING RES. SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS Y ' .7 ;`x r % •at M6 /1"I" /j nrC.a.sr 8 3 sf , rI /! / / /i %i!"ti i+ ', f✓'. 477'+f/'�F /i✓�i /s^t �.% €. f"i �'v. i. v p fz c y r rern4ta s fµ.G�, :' �y�, +s°" Yc Pa t '7 V4001 (M. JL, 1DU.Z LJ*.JC E Q 00 1 C G 000 1 0 tLf oQ Ir 0 0 8. © $ 'y 1� Ct► f � t --- Goe vimer — FRONTAGE ON WATER •, FRONTAGE DEPT! <_ BULKHEAD •fir ..` Tillable Woodland Meadowland House Plot Tota i I .. « : i w.\v DUTHOLD PROPERTY RECORD CARIQ ] (..`_ I .. « : i w.\v DUTHOLD PROPERTY RECORD CARIQ ] TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST. SUB. LOT r) AV, FORMER OWNERE,r 1101 tACRI; I VIC W w le- TYPE OF BUILDING RES.Value SEAS. VL. FARM COMM. CB. MICS. Mkt LAND IMP. I TOTAL DATE REMARKS 771y12 _2 �5,2) J- // 45 p 10T if C,4 7AL A 0 i'Mel v q 're 4 F 7/7 7 E'i D To,67 12-1-2 Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD 44 Meadowland j DEPTH House Plot j BULKHEAD Total Oil. ,,` `�,,,� ,� ��. �.. tfMow= SURVEY OF PROPERTY (inc,ludin p/o lots #1q-21) MAP OF SHORE ACRES FILED JANUARY 3, Igl4 FILE No SITUATE: MATTITUGK TOWN: SOUTHOLD SUFFOLK "COUNTY, NY 5URVEYED OG -IG -OI AMENDED II -14-01, 12-13-01 SGT# IOOb-106-6-16.2 CERTIFIED TO: GERARD P. 60EHRIN6ER BARBARA J. 60EHRIN6ER NOTE5: ■ MONUMENT AREA5: AREA : 50,118 5F OR 1.15 ACRES GRAPHIC, 5GALE 1°=30. 9� •19 S83051,15„E —40.00) JOHN C. EHI 6 EAST MAIN STREET RIVERBEAb, N.Y. 11901 369-8288 Fax 369-8287 N W E s • .tp bakg o YSNW taH w.syerY fb 0 C,tryalnLo,NRe�,Yg.pr•�H bspw•clboOL,0Sal'tt.isNnpbF•Khe an.�HY•o, oRayGl..afcicyaatrFFvr•fb..Se. eoa•lcaaklac�nbHtbNttkbkai.�nwoprs otCNn lftcyetMwo.•Haolcrw lltcH<1llWGabvoaKfMt«uakfakwHtu�lamoa-knvdw zM a.oMlYy a/. IwcginbPtibahYry1.Noscaw.MitUa2•.rnw .vlsFGI Wwosn•aykryNaR:.•nY Y-. Sa• ZRaLo •al •H1 0,.k ' -Fw Nt a a0cph. aH o. un o•kml w it. u4 ca�o,y gcwm�. m ay.,cy ow r..w�g kulw,tks. ••e•H �•c.t o to N. osslg,.a• c+ w y” •119 .utwtK.. Grl. e� w rol o-a,:txmi. w omxk;.Hr kst� LAND SURVEYOR N.Y.S. LIC. NO. 50202 REF.—\\Hp server\d\PROS\01-274b.pro [.C1�tfG� 7rlljt _ -st ZTIOKI r r ��t-k-—fm G►l �tL-1� , ir- APPROVED AS N-11':', �� Q � DATE:6 2 � �. n _. FE z-' NOTIFY BUIL DL`: a -NT AT 765-1802 8A'l TO 4 ,,J; THF FOLLOWING INS. L IT NS: 1. FOUNDAT!ON - TVY'O PDQIY�'.ED FOR POURED COtJCRETE 2. ROUGH - FRAMING & r LUkBIND 3. INSULA T ION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. r ES OF & TOWN CODES AS REQUIRED .�G T SOLI -I KLD TOOK %^ RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 /V OF THE TOWN CODE. JOCUPANCY OR JSE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY 1000 GOEHRINGER RESIDENCE BAY VIEW AVS. •MATTITUCK NY CHORNO ASSOCIATES ambft:±3. !SOM LDS NEW YORK �DAT::d 'I X. -T. RIDGE STRAPPING FOR 16' O.C. RAFTERS ROOFROOF CONNECTION CAPACITY CONNECTION PITCH SPAN CAPACITY (plf) 16' 12' 644 3.12 16' 858 24' 20' 1073 28' 24' 1287 32' 12' 508 36' 16' 678 �, 20' 847 • 24' 1017 2817 28' 1186 14' 32' 1357 SPTH4 S 6 12' 392 i 16' 523 20' 653 542 24' 783 28' 915 762 32' 1045 2479 36' 1176 10' 12' 351 16' 468 1524 20' 585 6112 24' 702 16' 28' 819 32' 936 254 36' 1053 1540 12' 326 6' 16' 435 742 20' 544 - 24' 652 12112 28' 761 12' 32' 870 36' 979 HEADER GIRDER CONNECTIONS, PRESCRIPTIVE DESIGN REQUIREMENTS WOOD FRAME CONSTRUCTION WITH 16' O.C. UNLESS OTHERWISE NOTED RAKE OVERHANG OUTLOOK CONNECTIONS b�'FTER 11PLIF 12. OC 361 16' OC 481 UPLIFT CONNECTIONS FOR, RAFTER -TO -WALL, WALL-TO-VALL AND WALL -TO -FOUNDATION ROOF SPAN CONNECTION CAPACITY NIN. 8d NAILS NOTES REQUIRED 12' 427 lbs. 4 16' 526 lbs. 5 20' 626 lbs. 5 24' 726 tbs. 6 28' 826 tbs. 7 32' 9271bs. 8 36' -770 lbs. 7 12' O C. ROOF HEADER UPLIF1 LATERAL SPAN SPAN lbs. lbs. 14' 1778 2' 469 254 INTERIOR ZONE 4' 939 504 4' O.C. 6' 1408 762 KHST2 8' 1878 1016 �, 10' 2347 1270 LSTA18 12' 2817 1524 LSTA30 14' 3286 1778 SPTH4 S 6 16' 3756 2032 2'620 234 4' 1239 504 6' 1859 762 8' 2479 1016 10' 3098 1270 12' 3718 1524 14' 4338 1778 16' 1 4958 2032 2' 770 254 4' 1540 504 6' 2310 762 36, 8' 3061 1016 1(' 38M 1270 12' 4621 1524 14' 5391 1778 16' 1 6161 1 2032 HOLDDOWN ANCHORS REQUIRED FOR TYPE I AND TYPE II SHEAR WALLS (6' PANEL EDGE NAILING) WALL HOLDDOWN HEIGHT CAPACITY (lbs.) 8' 3375 9' 38W 10' 4225 WINDOW SDJ_PLATE CONNECTIONS HEADER UPLI' SPAN lbs. NAIL SPACING AT 2' 254 4' 504 6' 762 8' 1016 10' 1270 12' 1524 14' 1778 16' 2032 MIN. NAIL SPACIG3 FOR ROOF SHEATHING r/ ROOF RAFTERS 2 16' OIC LOCATION NAIL SPACING AT MAI SPACING AT INTERMEDIATE 12. O.C. PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' PERIMETER 6. O C 6' O.C. EDGE ZONE 585 lbs. BOLT TO SILLS (1) 3/4x5-1/4 ANCHOR BOLTS INTERIOR ZONE 6. O.C. 12' O.C. GABLE END WALL 4' O.C. 4' O.C. RAKE 6 RAKE TRUSS BOLT TO SI_Li 7/8x6-1/8 ANCHOR BOLTS KHST2 RAF' TY -DOWN G WALL COMM WALL -TO -FO COMM FOR STANDARD RIDGE STRAPPING I &A -A"- w r HOLDDOWN TYPICAL WIND LOAD PATH N.T.S. TYPICAL SHEAR WALL ASSEMBLY N.T.S. MIN. NAIL SPACING FOR WALL SHEATHING ATTACHMENTS LOCATION NAIL SPACING AT PANEL EDGES NAD_ SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD 4' EDGE ZONE 6' or_ 12. O.C. INTERIOR ZONE 6' O.C. 12' O.C. 4000 lbs BOLT TO VERTICAL MEMBElb (2) 3/4x3-1/2 BOL ANCHORS GENERAL WIND PROTECTION CONNECTION NOTES ASSEMBLY FOR ALL CONNECTIONS AND TECHNIQUES TO BE IN ACCORDANCE WITH THE FOLLOWING MANUALS, Q). 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION b). SSTD 10-99 STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION c). ASCE 7-(2 (REVISED FROM 7-98) MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES THE GENERAL CONTRACTOR AND FRAMER SHALL REFER TO ABOVE MANUALS FOR WIND PROTECTION FOR PROPER INSTALLATION. ALL OTHER CONSTRUCTION SHALL BE IN ACCORDANCE WITH NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. 1). RIDGE TO RAFTER ASSEHBLYs 1-1/4' x 20 GAUGE METAL STRAP SHALL BE ATTACHED TO EACH PAIR OF RAFTERS. WHEN A CELLAR TIE IS USED IN LEU (IF A RIDGE STRAP, THE NUMBER IF 10d COMMON NAILS REQUIRED IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE TABULATED NUMBER OF 8d IN THE STEEL STRAP. 2). RAFTER TO WALL ASSEMBLY, LATERAL FRAMING AND SHEAR CONNECTIONS Fat RAFTER, CEILING JOISTS OR TRUSS TO TOP PLATE SHALL BE IN ACCORDANCE TO CHART INCLUDED. USE 4-8d COMMON NAILS PER RAFTER AND / OR CEILING JOIST TO TOP PLATE CONNECTION AT WALL !EIGHTS UP TO 10' AND AT RAFTER / CEILING JOISTS SPACING 2 16' O.C. FOR AN ALTERNATIVE FOR LATERAL AND SMEAR CONNECTION. WHEN RAFTER OR TRUSSES DO NOT FALL IN LIME WITH STUDS BELOW, RAFTERS OR TRUSSES SHALL BE ATTACHED TO THE WALL TOP PLATE AND THE WALL TOP PLATE SHALL BE ATTACHED TO THE WALL STUD WITH UPLIFT CONNECTIONS. 3). WALL ASSEMBLY TO WALL ASSEMBLY, WALL STUDS ABOVE AND STUDS BELOW SHALL BE ATTACHED WITH UPLIFT CONNECTORS. WHEN WALL STUDS ABOVE DO NOT FALL IN LINE WITH STUDS BELOW, THE STUDS SHALL BE ATTACHED TO A COMMON MEMBER IN THE FLOOR ASSEMBLY WITH UPLIFT CONNECTIONS. 4). WALL ASSEMBLY TO FOUNDATIOMF FIRST FLOOR WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION, SILL PLATE, OR BOTTOM PLATE WITH UPLIFT CONNECTORS. STEEL STRAPS SHALL HAVE A MINIMUM EMBEDMENT OF 7 INCHES IN CONCRETE FOUNDATIONS AND SLAB -ON -GRADE, 15 INCHES IN MASONRY BLOCK FOUNDATIONS, OR BE LAPPED UNDER THE PLATE AND NAILED IN ACCORDANCE WITH TABLE 3.3B MIF SBC 1995 HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL. WHEN THE STEEL STRAP IS LAPPED UNDER THE BOTTOM PLATE, 3 -INCH SQUARE WASHERS SHALL BE USED IN THE ANCHOR BOLTS AND THE ANCHOR BOLT SPACING SHALL NOT EXCEED 72. O.C. FOR BUILDINGS WITH A CRAWL SPACE IR BASEMENT. BUILDINGS WITH A SLAB -ON -GRADE SWILL HAVE ANCHOR BOLTS AT A MAXIMUM (IF 32' O.C. STEEL STRAPS EMBEDDED IN OR IN CONTACT WITH SLAB -ON -GRADE at MASONRY BLOCK FOUNDATIONS SHALL BE HOT -DIPPED GALVANIZED COATED, 5). HOLDDOVM HOLDDOWN SHALL BE PROVIDED AS SPECIFIED IN THE SHEARWALL REQUIREMENTS OF TABLES 3.5A-9 FOR WALL TYPE I OR TABLE 316 FOR WALL TYPE II SELECTED IN ACCORDANCE WITH 3.4.4.2 FROM THE SBC 1995 HIGH WIND EDITION WOOD FRAME CONNSTRUCTION MANUAL. A CONTINUOUS LOAD PATH FROM THE HOLDDOWN TO THE FOUNDATION SHALL BE MAINTAINED. WHERE A HOOLDBOWN RESISTS THE OVERTURNING LOAD FROM THE STORY OR STORIES ABOVE, THE HOLDBOWN SHALL BE SIZED FOR THE REQUIRED HOLDDOVN CAPACITY TENSION CAPACITY AT ITS LEVEL PLUS THE REQUIRED HOLDDOWN TENSION CAPACITY OF THE STORY OR STORIES ABOVE. 6). CONNECTIONS AROUND WALL OPENINGS, HEADER AND / OUR GIRDER CONNECTION SHALL BE ATTACHED WITH UPLIFT CONNECTIONS. 7). WINDOW SILL PLATES, WINDOW SILL PLATES ALSO SHALL HAVE STEEL CONNECTIONS. 2x4 WALL SILL PLATE (FLAT)• 1 -MY FOR OPENINGS UP TO 41 AND 2 -PLY FOR -OPENINGS UP TO 6'0. 2x6 WALL SILL PLATE O LATX 1 -PLY FOR OPENINGS UP TO 5'11 AND 2 -PLY FOR OPENINGS UP TO 8'9. 7). CATHEDRAL CEI_INGSi WHERE RIDGE IS TO BE USED AS A STRUCTURAL BEAM, THE RAFTERS SHALL EITHER BE NOTCHED AND ANCHORED ON TOP OF THE BEAN OR SLOPE CONNECTORS SHALL BE ATTACHED TO EACH RAFTER TO RIDGE ALONG THE OPEN CEILING PART OF THE BUILDING. CONNECTIONS TO THE R AND WALL SHALL BE THE SAME AS ABOVE REQUIREMENTS. 8). A MINIMUM OF THREE (3) STUDS SHALL BE PROVIDED AT EACH CORNER IN MI EXTERIOR USE (2) JACK STUDS ON EACH SIDE OF ALL WALL OPENINGS REQUIRING A HEADER UNLESS OTHERWISE NOTED USE (2) FULL LENGTH STUDS ON EACH SIDE FOR OPENINGS UP TO 6'0 AND (3) FOR LARGER UNLESS OTHERWISE NOTED. USE THE F❑LL❑WING USP BRAND OR APPROVED EQUAL METAL CONNECTORS TO MEET THE MINIMUM UPLIFT REQUIREMENTS. CONNECTIONS SHALL BE INSTALLED ACCORDING TO MANUFACTURES RECOMMENDATION TO ACHIEVE MAXIMUM UPLIFT CAPACITY. CATALOGUE ER DESCRIPTION LOAD CAPACITY FAST ADSS F DDOVN ANCHOR 4000 lbs BOLT TO VERTICAL MEMBElb (2) 3/4x3-1/2 BOL RT10 RAFTER -TO -WALL STUD TY-AW—VN ANCHOR 585 lbs. BOLT TO SILLS (1) 3/4x5-1/4 ANCHOR BOLTS TDX6 HM-DD13VN ANCHOR 5100 lbs. BOLT TO VERTICAL MEMBERt (2) 7/8x3-1/2 BOL i BOLT TO SI_Li 7/8x6-1/8 ANCHOR BOLTS KHST2 STRAP TIE 4220 lbs. (6) 5/8' DIA. BOLTS KHST3 STRAP TIE 6180 lbs. (6) 3/4' DIA. BOLTS LSTA18 FLAT STRAP 1055 lbs. (14) 10d COMMON NAILS LSTA30 FLAT STRAP 1670 lbs. (22) 10d COMMON NAILS CATS DESCRIPTION LOAD CAPACITY FASTENERS RT10 RAFTER -TO -WALL STUD TY-AW—VN ANCHOR 585 lbs. RAFTER S STUDS (6) 8d COMMON NAILS EACH RT20 RAFTER -TO -WALL STUD TY-DOVN ANCHOR 1105 lbs RAFTERL STUD (9) 104-1/2 NAILS EACHPLATE, (4) 10d COMMON NAILS RT7 RAFTER -TO -TOP PLATE TY -DOWN ANCHOR 585 tbs. RAFTER AND PLATE, (5) 8d LS EACH RT16 RAFTER -TOO -TOP PLATE TY -DOWN ANCHOR950 lbs RAFTERS (8) 84-1/2 NAILS PLATE, 8) 8d COMA NAILS SPT44 t 66 STUD PLATE TIE 1070 lbs. PLATE AND STUD (6) 16d COMM 14AILS EACH SPTH4 S 6 STUD PLATE TIE 1470 lbs. PLATE AND STUD (12) 10x1-1/2 NAILS �X,?-ED QRS W 'rbc Cc a 0.-4 O p l� 0191b. DATE: 8 ' + GOEHRINGER RESIDENCE �.. BAY VIEW AVE. 'MATTITUCK NY CHORNO ASSOCIATES